20060886 Ver 1_COMPLETE FILE_20060605

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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

August 30, 2006
Wake County
DWQ Project No. 20060886
Franklin Street Improvements
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION with
ADDITIONAL CONDITIONS
Mr. Roe O'Donnell
Town of Wake Forest, Engineering Department
401 Elm Avenue
Wake Forest, NC 27587
Dear Mr. O'Donnell:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
improving Franklin Street in Wake County:
Stream Impacts in the Neuse River Basin
Site Culvert Fill in Perennial
Stream linear ft Total Stream Impact
linear ft
1 52 52
2 27 27
Total 79 79
Total Stream Impact for Project: 79 linear feet.
Neuse Riparian Buffer Impacts
Site Zone 1 minus = Zone 1 Zone 1 Buffer Zone 2 minus = Zone 2 Zone 2 Buffer
Impact Wetlands Buffers (not Mitigation Impact Wetlands Buffers Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required (using
(sq ft) (sq ft) (using 3:1 ratio) (sq ft) wetlands) 1.5:1 ratio)
s ft
1 2,820 0 2,820 N/A 867 0 867 N/A
2 1,277 0 1,277 N/A 280 0 280 N/A
3 326 0 326 N/A 1,323 0 1,323 N/A
Totals 4,423 0 4,423 0 2,470 0 2,470 0
" n/a = Total for Site is less than 1/3 acre and 150 linear feet of impact, no mitigation required
Total Buffer Impact for Project: 6,893 square feet.
The project shall be constructed in accordance with your application dated June 5, 2006, and the subsequent
addendums dated August 3, 2006 and August 24, 2006, respectively. After reviewing your application, we have
decided that these impacts are covered by General Water Quality Certification Number 3404. This certification
corresponds to the Nationwide Permit 14 issued by the Corps of Engineers. This approval is also valid for the Neuse
Riparian Buffer Rules (15A NCAC 2B.0233). In addition, you should acquire any other federal, state or local
permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit.
None Carolina
Transportation Permitting Unit XturQllf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
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Cq ? Alan W. Klimek, P.E. Director
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This approval is valid solely for the purpose and design described in your applications (unless modified below).
Should your project change, you must notify the DWQ and 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 the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of 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 listed in the attached certification as well as those listed below.
Conditions of Certification:
1. All stormwater runoff shall be directed as sheetflow through stream buffers at nonerosive velocities, unless
otherwise approved by this certification.
2. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the
preconstruction contours and revegated. Maintained buffers shall be permanently revegetated with non-woody
species by the end of the growing season following completion of construction. For the purpose of this condition,
maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular DOT
maintenance activities including mowing. The area with non-maintained buffers shall be permanently revegetated,
with native woody species before the next growing season following completion of construction.
3. Pursuant to NCACI5A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Neuse Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no sediment and
erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this project. Moreover,
sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow.
4. 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 greater than 48 inches, and 20 percent of the culvert
diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life.
Design and placement of culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or
upstream and down stream of the above structures. The applicant is required to provide evidence that the
equilibrium is being maintained if requested in writing by DWQ. If this condition is unable to be met due to
bedrock or other limiting features encountered during construction, the applicant shall place the culverts as low as
possible and notify DWQ that this is the case.
5. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes
aquatic life passage. Bioengineering boulders or structures should be properly designed, sized and installed.
6. For streams being impacted due to site dewatering activties, the site shall be graded to its preconstruction
contours and revegetated with appropriate native species.
7. If concrete is used during construction, a dry work area should be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
8. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
N,?p?chCarolina
Transportation Permitting Unit /Vaturallf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.ne.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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- '1? 1?il;iag?.'Ross J.r.. Secretary
Q6- North Carolina Department of Environment and Natural Resources
7 Alan W. Klimek, P.E. Director
> Division of Water Quality

9. 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 geornorphic conditions.
10. The use of rip-rap above the Normal High Water Mark shall be rninimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
11. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from
the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
12. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
13. 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.
14. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
16. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §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.
17. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer
and the on-site project manager.
IS. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to
areas within the fencing are prohibited unless otherwise authorized by this certification.
19. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed.
20. Native riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
2 1. There shall be no excavation frorn, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities.
22. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by
this Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored upon completion of the project.
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
23. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. 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 sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. 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.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
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. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please contact Rob Ridings at [phone].
Sincerely,
Alan W. Klimek, P.E.
v•
Attachments (General Certification and Certificate of Completion form)
cc: Wilmington US Army Corp District Office
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Travis Murray, NC Wildlife Resources Commission
Todd St. John, Kimley-Horn & Assoc., PO Box 33068, Raleigh, NC 27636
DWQ Raleigh Regional Office copy
File Copy
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Ralegh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
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Date: August 23, 2006 Job Number: 015575001
DENR -WATER QUALITY
WETLANDS AND STORMWATERBRANCHProject Name: Franklin Street Improvements
To: Rob Ridings
DOT Project Coordinator
Division of Water Quality / 401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
We are sending these by
? U.S. Mail
? Other
P.O. Box 33063
Raleigh, North Carolina
27636-3063
TEL [phone]
® Hand Delivery
We are sending you
® Attached
? Shop drawings
? Other
? Under separate cover via the following items:
? Prints/Plans ? Samples ? Specifications ? Change Orders
rnnioc n/7 h- Nn noccrintinn
1 8/2/06 12 PCN Application form and supporting documents
1 8/2/06 5 Roadway Plans Full Size
6 8/2/06 5 Roadway Plans Half Size

These are transmitted as checked below:
? For your use ? Approved as submitted ® Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
® For review and comment ? Returned for corrections ? Return ? Corrected prints
Remarks:
Included are revised plans. Please review and insert into your set of plans.
Preformed Scour Holes have been relocated outside of the buffer zones; decreasing the impacts.
Copy to: Signed: Todd St. John
.1
Office Use Only: /?'??n Form Version March 05
USACE Action ID No. DWQ No. '? ?/ C)
(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:
® 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: Nationwide 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 Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Wake Forest
Mailing Address: Engineering Department
401 Elm Avenue
Wake Forest, NC 27587
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rodonnell(aa)wakeforestnc.,gov
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: Todd St. John
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
Raleigh, NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Todd. StJohn(a)kimley-hom.com
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: Franklin Street Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Several Parcels
4. Location
County: Wake Nearest Town: Town of Wake Forest
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Improvements to Franklin
Street from NC 98 Bypass to Wait Avenue
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° 58'35.6" ON 78° 30'21.7" °W
*See Figure 1 attached
6. Property size (acres): 6 acres
7. Name of nearest receiving body of water: Spring Branch
River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.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: Grass cover with residential development and utility right-
of-ways
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of Franklin Street streetscape and roadway improvements. The
equipment used will be the type typically used during road construction.
11. Explain the purpose of the proposed work: Improve roadway conditions along Franklin
Street from NC 98 Bypass to Wait Avenue to alleviate traffic problems and enhance the
beauty of the downtown with streetscape elements.
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. Franklin Street serves as a connector street between the newly
constructed NC 98 Bypass and Wait Avenue which are all centrally located in downtown Wake
Forest. The section of Franklin Street between NC 98 Bypass and Holding Avenue was recently
constructed two years ago. Franklin Street from Holding Avenue to Wait Avenue is an old
section that has existed for over ten years. On June 29, 2006 a permit was approved in this area
for the existing level spreader at -L- Sta 19+60 (RT) at Smith Creek. The permit number was
03-04-02, 27-23-(2), C NSW (nutrient sensitive). See attached copy of permit.
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 more work is anticipated.
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 7 of 13
1. Provide a written description of the proposed impacts: The impacts are from widening
of the existing road. One culvert on one perennial stream will be lengthened along with
buffer impacts from road widening. No wetlands are proposed to be impacted.
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,
senaratelv list imnacts due to both structure and floodine.
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)
None

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: None
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. multinlv leneth X width. then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I Spring Branch Culvert Extension Perennial 52 0.10
2 UT-1 RCP Extension Perennial 27 0.05

Total Stream Impact (by length and acreage) 79 0.15
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, dredainu, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody
Type of Impact Type of Waterbody Area of
Site Number f a licable
(i ) lake, pond, estuary
( , sound, bay,
Impact
Page 8 of 13
(indicate on ma ocean, etc. (acres)
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.15
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 79
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.
N/A
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: Expected pond surface area:
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.
All practical measures have been taken to avoid and minimize impacts to the streams and
buffers. Topographic constraints have limited the locations for some impacts. Existing treatment
devices are present and will be utilized to help treat this nroiect.
Page 9 of 13
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.
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
littp://h2o.enr.state.nc.us/ncwctIands/stnn?,,ide.litiii1.
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 stream mitigation is proposed. Buffer mitigation is proposed through Rayment into the
Wetland Restoration fund.
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/iiidex.litni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 6,893
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 ® 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 ?
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2. if "yes", identity 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.
Zone* Impact Multiplier Required
(square feet Mitigation
1 4,423 3 (2 for Catawba) N/A
2 2,470 1.5 N/A
Total 1 6,893
* 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.
Page 11 of 13
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 6.893
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 ® 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 V 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.
Zone* Impact Multiplier Required
(square feet Mitigation
1 4,423 3 (2 for Catawba) N/A
2 2,470 1.5 N/A
Total I 6,893 I 1
* Zone I 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.
Page 11 of 13
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 213.0242 or.0244, or.0260.
Payment into the Wetland Restoration Fund
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. All new impervious surface is being treated. (See storipwater management
plans.) Storm water runoff from "new" impervious surfaces will be discharged as diffuse flow
through buffers or treated for nitrogen removal.
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://l12o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The purpose of this project is to relieve traffic congestion along Franklin Street and to enhance
the street with various streetscape elements. As such, the widening will only address existing
issue and should not result in additional development.
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).
Page 12 of 13

Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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Transmittal WETLAN6SA1gDSTCAMWATERBRAt4CH
Date: August 2, 2006
00 g0 ag6
2
Project Name: Franklin Street Improvements
To: Rob Ridines
DOT Project Coordinator
Division of Water Quality / 401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
JVe are sending these by
? U.S. Mail
? Other
Me are sending you
® Attached ? Under separate cover via the following items:
? Shop drawings ? Prints/Plans ? Samples ? Specifications ? Change Orders
? Other
P.O. Box 33068
Raleigh, North Carolina
27636-3068
TEL [phone]
FAX [phone]
Job Number: 015575001
? FedEx
® Hand Delivery
Cnnie.c Date Nn. Deecrintintz
1 8/2/06 PCN Application form and supporting documents
1 8/2/06 Roadway Plans Full Size
6 8/2/06 Roadway Plans Half Sizc
1 8/2/06 $200 check

These are transmitted as checked below:
? For your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
® For review and comment ? Returned for corrections ? Return ? Corrected prints
Remarks:
Copy to:
Signed: Todd St. John

2C e- ^ a6
Office Use Only: Form Version March 05
?0060 36
USACE Action ID No. DWQ No.
(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:
® 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: Nationwide 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 Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Wake Forest
Mailing Address: Engineering Department
401 Elm Avenue
Wake Forest, NC 27587
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rodonnell(a,wakeforestnc.g_ov
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: Todd St. John
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
Raleigh, NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Todd. StJohn(cDkimley-horn.com
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: Franklin Street Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): Several Parcels
4. Location
County: Wake Nearest Town: Town of Wake Forest
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Improvements to Franklin
Street from NC 98 Bypass to Wait Avenue
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° 58'35.6" ON 78° 30'21.7" °W
*See Figure 1 attached
6. Property size (acres): 6 acres
7. Name of nearest receiving body of water: Spring Branch
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.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: Grass cover with residential development and utility right-
of-ways
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of Franklin Street streetscape and roadway improvements. The
equipment used will be the type typically used during road construction.
11. Explain the purpose of the proposed work: Improve roadway conditions along Franklin
Street from NC 98 Bypass to Wait Avenue to alleviate traffic problems and enhance the
beauty of the downtown with streetscape elements.
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. Franklin Street serves as a connector street between the newly
constricted NC 98 Bypass and Wait Avenue which are all centrally located in downtown Wake
Forest. The section of Franklin Street between NC 98 Bypass and Holding Avenue was recently
constructed two years ago. Franklin Street from Holding Avenue to Wait Avenue is an old
section that has existed for over ten years. On June 29, 2006 a permit was approved in this area
for the existing level spreader at -L- Sta 19+60 (RT) at Smith Creek. The permit number was
03-04-02 27-2342) C NSW (nutrient sensitive). See attached copy of permit.
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 more work is anticipated.
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 7 of 13
1. Provide a written description of the proposed impacts: The impacts are from widening
of the existing road. One culvert on one perennial stream will be lengthened along with
buffer impacts from road widening. No wetlands are proposed to be impacted.
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)
None

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: None
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 ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I Spring Branch Culvert Extension Perennial 52 0.10
2 UT-1 RCP Extension Perennial 27 0.05

Total Stream Impact (by length and acreage) 79 0.15
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
Impact Type of Waterbody Area of
Site Number (if a licable) (lake, pond, estuary, sound, bay, Impact
Page 8 of 13
indicate on ma ocean, etc. acres
Total Open Water Impact (acres)
6. List t
he cumulative impact to all Waters of the U.S. resulting from the vroiect;
Stream Impact (acres): 0.15
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 79
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.
N/A
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: Expected pond surface area:
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.
All practical measures have been taken to avoid and minimize impacts to the streams and
buffers. Topographic constraints have limited the locations for some impacts. Existing treatment
devices are present and will be utilized to help treat this oroiect.
Page 9 of 13
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.
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
littp://Ii2o.enr.state.nc.us/ncwetlands/stnngide.litni1.
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 stream mitigation is proposed. Buffer mitigation is proposed through payment into the
Wetland Restoration fund.
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 littp://112o.enr.state.nc.us/wrp/indcx.htni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 9,023
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.
X.
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V 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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 4,625 3 (2 for Catawba) N/A
2 4,398 1.5 N/A
Total 9,023
* 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.
Page 11 of 13
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.
Payment into the Wetland Restoration Fund
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. All new impervious surface is being treated. (See stormwater management
plans.) Storm water runoff from "new" impervious surfaces will be discharged as diffuse flow
through buffers or treated for nitrogen removal.
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://112o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The purpose of this project is to relieve traffic congestion along Franklin Street and to enhance
the street with various streetscape elements. As such, the widening will only address existing
issue and should not result in additional development.
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).
Page 12 of 13
A /^. :',1) 2?v v
Applicant/Agent's Signature / Dat6
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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FnEPAnEO IN THE OFFICE OF xI` PROJECT:
Kimley-Horn TOWN OF WAKE FOREST
?':U.N?PpETE PL?AFS 10 D 20 FRANKLIN STREET IMPROVEMENTS
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Ten miss d--a- onoar .,rlrren carnarlmnon and dd-Tian oy Almiernorn and Aswaiares.In`' P.C. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
na.inee.t*Ir-r iiabhrry ro ni-,-HOrn ana Assocrores. inc. wince. sxcer x.eex:
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PaVEsfM ELEVATION (ADD IS'l EST IONS CONSTRUCT NE. nA ALL
TIE 6' UTILITY STRIP TO EXIST SIDEWALK EST SF Ff
----- SEE CETA'L SHEET 2 CONSTRUCT FCONCRETE ISLAND (SURFACE MOUNTED)
\ `\ AT EXIST PAVEMENT ELEVATION (ADO 15')
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SU 9Ur Cr q _,' g F EXTEND EXIST 15'RCP 1,
y ® --- ---------- -------- ®? s WITH CONCRETE PIPE COLLAR
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15'TYP
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PCSfO. 51+5526
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CONSTRUCT 7-6'CUR3 AND GUTTER AT
EXIST ELEVATION (ADD 15')
21
CORNERSTONE BAPTIST CHURCH INC. - ENTERPRISE BUILDERS CROUP
C/0 MARCIE BROOKS PIN- 1841604824
D 7413 PC 6 OB 8421 PC 2059
IN84160259
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P1 Sb 53+56.97 M1WNG AND RESURFACING UNITS srdlla'ofili,lIld0lili?n
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L = 402D7' FET /3)
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R = 2DXDO'
PREP ED IN THE OiRCE FROJECI: OF: ., Kimley-Horn TOWN OF WAKE FOREST
I?-,N?PLL78 PLARS 10 0 20 FRANKLIN STREET IMPROVEMENTS
PRELIMINARY PLANS
ilis doc?menf, tapetner i rn ine concepts and desy s preserve] bete n, as on insir?menf of 5erv ce 's
Et? eEVS° OATE, - D and Associates, Inc.
intended only for the specific purpose and client for mcn It .as prepared. Reuse of and Imorooer ROADWAY PLAN SHEET
re'aance an this aawmem .anaut .r?tren cutnarization and a=,- oy K;-ey-earn Ana Assoclates,inc.
snmibe amour rabr P.O. AOX 33008 -RALEIGH, NORTH CAROLINA 27630-3068 -111 ry ra K1mey-Horn Ana Assoclutes, inc. 015575001 srcer rww,m 12
cppyndm A?miey-epm and A-.7.1es -.2006 PHONE: [phone] FAX: [phone]

WAKE ELECTRIC MEMBERSHIP CORP
PIN• 1841509980
08 1868 PC 0025
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PIN' 18416,2233
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TIE TO EXISTING PIN• 1841613373
PEMLUE EXIST CURB & GUTTER AND SIDEW4LK TIE PROP SIDEWALK --- CB 2090 PC 0543
WIDEN PAVEMENT AT EXISTING PAVEMENT -
SLOPE Ah'D EXISTING ELEVATION TO EX!$Tlh'G
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TIE 6'UTIUTY STRIP TO EXIST SIDEWALK -
P75ta.55 33V em ,1
ELEV = 356.95'
-L- 56e96.44 - -
DFF 91.05' P,T
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RV- 1841604824 eE r
DB B424eC 2059
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06'5,926 PC 0620
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9
FBEPA;D IN THE CFric_ -- "?. PROJECT:
Kimley-Horn TOWN OF WAKE FOREST
Ip COM-PLE7E PLAN\5 ,0 D 20 FRANKLIN STREET IMPROVEMENTS
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Town of Wake Forest, NC
Attn: Mark Williams
401 Elm Avenue
Wake Forest, NC 27`87
Cady Construction
Attn: Daryl Cady
123 S. White Street
Wake Forest, NC 27587
Capital Land, LLC
Attn: Tom Rahill
PO Box 1354
Wilmington, NC 28480
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
June 29, 2005
copy
Alan W. Klimek, P E Director
Division of Wotcr Quality
DWQ Project ff 2003-1582
Wake County
Subject Property: Frauldin Street Extension, Wake Forest, NC
Smith Creek [03-04-02, 27-23-(2), C NSW (nutrient sensitive)]
Modification of -Approval of 401 Water Quality Certification and Authorization Certificate per the
Neuse River Buffer Protection Rules (I 5A NCAC 2B .0233) with Additional Conditions
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.059 acres of wetlands, 149 feet of streams and 13,352 square feet (ft2) of
protected riparian buffers for the purpose of constructing the proposed road at the subject property, as
described within your application dated March 31, 2004 and received by the N.C. Division of Water
Quality (DWQ) on April 5, 2004 and the modification request received by the DWQ on May 18, 2005.
After reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14
when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us 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 fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]Intemel: http://h2o.enr.state.nc.us/nmvetiands
No ` Carolina
Alatmally
An Equal Opporlunity/Af(irmaWs Acton Employer- 50% Recycled/1011. Post Consumer Paper

Town of Wake Forest
Page 2 of 4
6/29/05
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
nits Plan Location or Reference
Stream 149 (feet) Sheets IE.0.1-EC.3.0
404 Wetlands 0.059 acres Sheets IE.0.1-1E.3.0
Buffers 13,352 (square ft. Sheets IE.0.1-113.3.0
2. Erosion & Sediment Control Practices
Erosion and sediment control'practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a.. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. 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 sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Till of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of'state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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 six months of the date
that the Division of Land Resources has released the project.
5. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
Town of Wake Forest
Page 3 of 4
6/29/05
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 213.0233 and GC 3404.
7. Buffer Impacts
The approved buffer impacts associated with the road crossing equal 149 linear feet. The Neuse
Buffer Rule requires buffer mitigation for road crossings that exceed 150 linear feet or 1/3 acres of
buffer impacts. The impact area includes the area of the footprint of the use and any clearing and
grading activities within the riparian buffer necessary to accommodate the use. The length of buffer
impact is measured parallel to the stream and includes the length of the footprint of the use and any
clearing and grading activities within the riparian buffer necessary to accommodate the use. If the
DWQ determines that the impacts exceed 150 feet or,1/3 acre to the buffer, then buffer mitigation
pursuant to 15A NCAC 02B .0233 will be required foi.the entire impact area.
8. Construction Plans
Any final construction plans for this project must include or reference the application and plans
approved by the DWQ under this authorization letter and certification.
9. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality
Certification(s) (GC) 3404.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory bearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which 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.

To;n of Wake Forest
Page 4 of 4
6/29/05
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles Sand 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B ..0233. If you have
any questions, please telephone Jolmn Domey or Cyndi Kaioly at 919-733-1786.
AWIUdae
Enclosures: GC 3404
Certificate of Completion
Sincerely,
Alan W. IUimek, P.E.
cc: Angela Keller-Kimley-Horn & Assoc., PO Box 33068, Raleigh, NC 27636
USACE Raleigh Regulatory Field Office ,
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 20031582FranklinS tExt(Wake)401+Buffer+mod
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June 13, 2006
DWQ Project # 20060886
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Roe O'Donell
Town of Wake Forest, Engineering Department
401 Elm Avenue
Wake Forest, NC 27587
Subject: Proposed improvements to Franklin Street in Wake Forest, Wake County.
Dear Mr. O'Donell:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification and Neuse Buffer
Rules Authorization for the aforementioned project, received June 5, 2006. Review of your application revealed it
lacking necessary information required for making an informed permit decision. The permit application was
deficient in the following areas:
1. At the stream crossing depicted on Sheet 6, please specify whether the stormwater output is tied to existing
stormwater, and by what method it enters the subject stream. Depending on the information provided, this site may
require design changes prior to DWQ issuing a certification.
2. For the new impacts depicted on Sheets 11-13, the proposed design does not meet the Neuse Riparian Buffer
Rule (15A NCAC 213.0233). Please note the rules require stormwater to be discharged through the buffer as diffuse
flow at non-erosive velocities. Please provide design drawings for these sites that meet this requirement.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we are
supplied the necessary information. You have 21 days to respond in writing with the requested information or
notification to this office that the information is forthcoming. If, at the end of the 21 days, this office has not
received this information in writing, we will assume you are withdrawing your application and it will be returned.
Furthermore, until the information is received by the NC Division of Water Quality, we request (by copy of this
letter) that the US Army Corps of Engineers place the permit application on hold.
In replying to this request for more information, and any future correspondence for this application, please refer to
DWQ Project Number 20060886. If you have any questions or require additional information, please contact Rob
Ridings at [phone].
ginccr y,
Alan W. Klimek, P.E. ?..
Director
cc: Norton Webster, Kimley-Horn & Associates, PO Box 33068, Raleigh, NC 27636
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Travis Murray, NC Wildlife Resources Commission
DWQ Raleigh Regional Office copy
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
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
\ NA
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August 3, 2006
DWQ Project # 20060886
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Todd St. John
Kimley-Horn and Associates, Inc
PO Box 33068
Raleigh, NC 27636-3068
Subject: Franklin Street Project, Wake Forest
Dear Mr. St. John:
On August 3, 2006, the Division of Water Quality received your additional information for the Franklin Street
Project in Wake Forest. With this information was attached a new application fee check. Since your project was
still On Hold, a new fee was not required. We are returning this check to you.
If you have any questions or require additional information, please contact me at [phone].
Sincerely,
Rob Ridings
Environmental Specialist
cc: File Copy
One
Np
rLhCarolina
Transportation Permitting Unit ?vaturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetiands
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
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
Office Use Only: Form Version March 05
0 6 0 8 8 8
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" oy, "/A"
1. Processing C?VED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ID 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: Nationwide
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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Town of Wake Forest
Mailing Address: Engineering Department
401 Elm Avenue
Wake Forest, NC 27587
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: roe. odonelIOki.wake-forest.ne.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: Norton Webster
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
Ralei_h NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Norton.Webster kimle -hom.com
D
Q
Page 5 of 13 JUN 0 5 2006
DENR-WATER QUALITY
WETLANDS AND STORIAWATER BRANCH
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: Franklin Street Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only):
N/A
3. Property Identification Number (Tax PIN): Several Parcels
4. Location
County: Wake Nearest Town: Town of Wake Forest
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Improvements to Franklin
Street from NC 98 Bypass to Wait Avenue
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° 58'35.6" ON 78° 30'21.7" °W
*See Figure 1 attached
6. Property size (acres): 6 acres
7. Name of nearest receiving body of water: Spring Branch
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.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: Grass cover with residential development and utility right-
of-wavs
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of Franklin Street streetscape and roadway improvements. The
equipment used will be the type typically used during road construction
11. Explain the purpose of the proposed work: Improve roadway conditions along Franklin
Street from NC 98 Bypass to Wait Avenue to alleviate traffic problems and enhance the
beauty of the downtown with streetscape elements.
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. Franklin Street serves as a connector street between the newly
constructed NC 98 Bypass and Wait Avenue which are all centrally located in downtown Wake
Forest. The section of Franklin Street between NC 98 Bypass and Holding Avenue was recently
constructed two ears ago. Franklin Street from Holding Avenue to Wait Avenue is an old
section that has existed for over ten years.
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 more work is anticipated.
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 7 of 13
1. Provide a written description of the proposed impacts: The impacts are from widening
of the existing road. One culvert on one perennial stream will be lengthened along with
buffer impacts from road widening. No wetlands are proposed to be impacted.
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)
None

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: None
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 ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I Spring Branch Culvert Extension Perennial 27 0.05
2 UT-1 RCP Extension Perennial 27 0.04

Total Stream Impact (by length and acreage) 54 0.09
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 ma ocean, etc. acres
Page 8 of 13
Total Open Water Impact (acres)
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project;
Stream Impact (acres): 0.09
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 54
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: Expected pond surface area:
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.
All practical measures have been taken to avoid and minimize impacts to the streams and
buffers. Topographic constraints have limited the locations for some impacts.
Page 9 of 13
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.
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
littp://li2o.enr.state.nc.us/ncwetlands/stnngide.litni1.
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 stream mitigation is proposed. Buffer mitigation is proposed through payment into the
Wetland Restoration fund.
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:
Page 10 of 13
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 4.871
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.
X.
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
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 ?
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 213 .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 ?
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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2,783 3 (2 for Catawba) N/A
2 2,088 1.5 N/A
Total 4,871
* 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.
Page 11 of 13
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.
Payment into the Wetland Restoration Fund
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. All new impervious surface is being treated. (See stormwater management
plans.) Storm water runoff from "new" impervious surfaces will be discharged as diffuse flow
throu,,h buffers or treated for nitrogen removal.
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.
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://h2 o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The purpose of this project is to relieve traffic congestion along Franklin Street and to enhance
the street with various streetscape elements. As such, the widening will only address existing
issue and should not result in additional development.
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).
Page 12 of 13
.2IlD6/os
Applicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
KmleyHom
and Associates, Inc. FRANKLIN ST IMPROVEMENTS STREAM IMPACT EXHIBIT FIGURE
WAKE FOREST, NC MASTER PLAN 4 of 7
KimleyHorn
?'0® and Associates, Inc. FRANKLIN ST IMPROVEMENTS STREAM IMPACT I FIGURE
0"- INAKE FOREST, NC 5 of 7
u:rttbs. C..iw 2-
O Kimley-Hom
andAssocia;es,Inc. FRANKLIN ST IMPROVEMENTS STREAM IMPACT 2 FIGURE
SNAKE FOREST, NC 6 of 7
K]=" Kimley Horn
O and Associates,lnc. FRANKLIN ST IMPROVEPJENTS STREAM IMPACT 3 FIGURE
?.?• ,?? NAKE FCREST, NC 7 of 7
Figure #6 &
Figure #7
Figure #5
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1
-?r Streams
Project BoundaJry
Title 2000 Aerial Photograph
Renaissance Transportation and Infrastructure
Project Town of Wake Forest
.? Wake County, North Carolina
Date
5/12/06
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PrirPl,Eu IN THE OFFICE OF: PROJECT:
Kiml 'H TOWN OF WAKE FOREST
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se Inc.
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L\COMPLEIT: PLANS TO 0 20
PRELIMINART PLR.\S
FRANKLIN STREET IMPROVEMENTS
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-- -- CORNERSTONE BAPTIST CHURCH INC. - ENTERPRISE BUILDERS CROUP
C/O MARCIE BROOKS - _-PIN- 1841604824
PIN' 1841602593 OB 8921P0 2059
08 T413 PO 0246 -
SEE SHEET NO. /8 FOR -L- PROFILE
PI $10 53+5697 AIILUNG AND RESURFACING LIMITS
p= Ir3r06.7'(RT) Vllllf
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REMOVAL OF EXIST ASPHALT PAVEMENT
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PREPARE IN THE OFFICE OF: X11 PROJECT:
Kimley-Horn TOWN OF WAKE FOREST
?n?PLETE PLANS l0 0 20 FRANKLIN STREET IMPROVEMENTS
This wE taX, a.s of se `.i `°°
PRELIM pRYLAFS
This dac-enr, together .Irn me canceprs and designs presented nermn, as an mrrpmenr at ser.;ce.IS ,...
and Associates Inc. ?
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copyrlgnr Atmic,-earn and xssacmres.inc...oof PHONE: [phone] FAX: [phone]
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60,60 CONSTRUCT 5'CCNCRETE MONOLITHIC ISLAND (SURFACE MOUNTED) -L- POTSt0.57+29,00
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SEE DETAIL ON SHEET 2-A 15.62 RT JJANITA POWELL
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MILLING AND RESURFACING LIMITS
GRECORY J. BARTHOLOMEW
----_
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PREPARED IN THE OFFICE OF: FFOJECT:
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PRELLMINARY PLAFB
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impep rof d me apeu+lc 111 ana cae* far Wien it ypp aa imprro oper er Illy
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pna pe:pti°n b
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io"pyrwnr aR?,ey-xprn pna As,po;prem?.,iUDe P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
Ica
meta. 015575001 13
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&l=® and Associates, Inc.
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Transmittal
P.O. Box 33068
Raleigh, North Carolina
27636-3068
_ r
TEL [phone]
FAX [phone]
Date: June 5, 2006 Job Number: 015575001
Project Name: Franklin Street Improvements
To: Rob Ridings
DOT Project Coordinator
Division of Water Quality / 401 Wetlands Unit
1650 Mail Service Center - o? -a I Cra6jy( r?VC?
Raleigh, North Carolina 27699-1650 'Ra) ?'Qh? N ?, a `??D r}
lVe are sending these by
? U.S. Mail ? FedEx ® Hand Delivery
? Other
lfe are sending you
® Attached
? Shop drawings
? Other
? Under separate cover via the following items:
? Prints/Plans ? Samples ? Specifications ? Change Orders
Cnnirc Date Nn. Descrintinrr
1 6/5/06 PCN Application form and supporting documents
1 6/5/06 Roadway Plans Full Size
6 6/5/06 Roadway Plans Half Size
1 615106 $200 check

These are transmitted as checked below:
? For your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
® For review and comment ? Returned for corrections ? Return ? Corrected prints
Remarks:
Copy to:
Signed:
Todd St. John
-. ', CLARENCE SWICEGOOD JA /CAPITAL LAND LLC N ?
PIN ° 1840570154 AD g„
' : DB 06843 PG 0316
O
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P
ELEV _ 331.89'
L- 11+05.62
OFF 96.72' LT
: ' ' HEX BOLT GN ipP OF FH
-?- POTStO. IG+OO.OO CLOSEST TO SIDEWALK CONSTRUCT 5'CONC MONOLITHIC ISLAND
'. lSORFALE MOUNTEDI ON EXISTING PAVEMENT
? rsEE oErvL sHEEr 2-w
' LADY CONSTRUCTION COMPANY INC
: / PIN" 18 9 0 4 7119 1
: ,, DB p6943 PG 0318
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OFF 12.85' 1T _ mL --
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N 3' 43' 139.6" W _ I MrcL arD RESURF ?-
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- E a>•I --
N ; ? ?i Q + 054 - +9721
coNVERr Exrsr __ logo Lr
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OC 2006
Post Office Box 33068
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56.00 51+5526
47.00
r
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53+10.54
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25
WARE ELECTRIC 17EMBEASHIP CORP
P1N° 18415D9980
DB 1866 PG 0025
h
SEE DETNL OM SNEE7 2-A
SLOPE AND EXISTING ELEVATION lA00 L57
EXTEND EXIS7 15'RCP 12-
WITH CONCRETE PIPE COLLAR
54+07170 54+SODJ CON?ER7 EXIST
55.09 °-? J8 TO CB
C(EAN WT
EXIST DITCN
IMi = 34650'
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P?N° IA41604024
DB 842i PG 2059
SEE SHEET N0.18 FOR -L- PROFILE
MILLING AND RESURFACING LLMITS '?i i I ui', ?'.I
PEb40T':!L 0r EX/S.% ASPHA!T PAVEMENT ??
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EST /57 DNS
EST 30 5Y FF
EST 45 SK PSRM,- +
SEE DETAIL SHEET 2
-TOWN Of`WAKE FOREST. -
PIN" 1840572847 - - - -
OB 1519 PG 0591 -
�z _
309.99 56 L 15" RCP
SECTInN ALONG PIPE
INC097 PLETE PLANS
PRCI.IMISARI' P1�4N'

BEGIN PROJECT i I
-Yl- POT50.10+00.00
41i
WAKE COUNTY Z THE FRANKLIN GROUP
PIN• 1840488100094 1
DB 6364 PG 0942 PIN" 18 4 0 5823 71 THE FRANKLIN ACADEMY INC
DB 7964 PG 0810 C/O ROBERT q LUDDY.
BEGIN CONSTRUCTION �� PIN' Ieg058442T
-Yl- POTSto. l0+60 DB e0
75 PG 1274
I
N REMOVE EXIST SIDEWALK
TE SIDEWALK TO EXIST
- REMOVE EX/ST SIDEWALK STA10+5655
' 10+62.00 / ADJUST VALVE
TIE SIDEWALK TO EXIST
sraro+s7
o9B6m III II _ 1 N 10+76.00
"N WAKE COUNTY �a 29.89 / 2'R 3878 10+66.38 IOU
? PIN• 1840570982 -9 10+76.00 :CB 17 , I0+76.00 /620 LT
DB 9155 PG 1027 2; 2 41.00 CB 1, 405/
36 LF1 -L- PTSta. 25+t34J4
10290.38 I I l5' RCP a
RELOCATE HYDRANT
END LLT. 50'R 10+9038 TOWN OF WAKE FOREST
Sta.25+00.00 =
-L- Sfa.25+00.00 (12.30'LT) 1621 RT
.. , PIN' 1890572847 p
_ - I
25+0951 � � .. �. 44 CF I \ � � � � �. _ DB ISt9 PG-- 0591
. _ 7956 .' /P. l5'RCP 9 L� - 28+OODO I o
SAWCUT AND REMOVE EXIST ASPHALT . PAVEMENT - l - - -
? \ - - REML1t tXISTING SIDEWALK 52-37
CONSTRUCT r-6'CURB AND GUTTER A O
RETAIN Ek(STING CURBTITI)ATT
ER
EXIST ELEVATION I _ F
_ 6' UNDERD,4AIN / •' A �� \ 'S �, .. _28f� �65 R V � � . `L � 60.00
-L PTSta.23+94.34 sm7� �� / i� °28+/476
/ -�P\�n'71o TlE ro 4694 _
_ moo_ / '4•
23+20.00 I 23+74.017 24+47.00 -- - C \� / \5 R 6= \ ` \ V 26+27.45 '� N +3030 27+7431 28+37.00
48.E N 24+50.76 •� ✓ CONVERT REMOVE �S 56.42 ,v 2590 LT 4698 E 4692
50.00 5040 5130 / c o F f
LO 4524040. E E E E 45157 // �� tea_ .��®TBBB T0. \�\ J ��\ 477325�497 -L- PCSto.26+7686 1 474x5
EXIST
v� .. .: - � ��. .0. .0•':' �'
W r 6 - �� --- "- --------
W . CB // -6'S. 1 DEy1ALK
W
uRFACE Exls 40 k 2 .L -r5' RCP �- ! zlA��
W
MILL AND RES
RET.^VN ASPHALT PA'✓EMENT !1.57 Cg_ II s CONVE�� a'r' "UNQEPORAI
-- -
EXIST C .TRQ' 0 P ©32 LF BIKE RAMP --z a - O
Lu l5'RCP F TBJB W -_- __
¢ 1 4�� ' ' EMOVE IS' RG CB a a LS7
GB �� H CON R , , o .. ". ti
CB -
C&G I - ADJUST -� EXIST C �, cC MILL AND RESURFACE EXIST �� �. !'-E' C&G -i-
O N N 4/'{ _5' 45.6' E'' ,' 3 R 0. ," • , ' VALVE \,� y b9'R -- "N' `i ASPHA 7 PAvEMENT O S'I N
O cv - q -L 65' PI 6a n Q
6s R , 6s R N 4P 25' 45 ce - 1-
/ •'., ,'• N .4P 25`455 E'" cB z1)
N v a, a31. i ( - RCP, - V)
c. ,. - , - PLUG. FILL. -m" 56 LF-1B""RCP ,
y
W, 4/' 1)5' 36.4" a R = o. 'AND, I ' a
Q / u ARAN N .c-
.-' z CONVERT d CB 44 - -j
L(��-
'REMOVE ' i RESURFACE EXIST 5 _
MILL AND RESURFACE EXIST 49 LF l'-6' C&G -"� 5' k - - q' R � v � ^ �'A L
F 1 '
/ia '.EXIST CB -0., ul II _ -t - I
c l5'RCP �' ;': - EXIST CBl -�� ASPHALT PAVEMENT BIKE RAMP
v
e� ASPHALT PAVEMENT OS'1 _ Q. �� - - '4 - Q TB✓B W/ D
C Al W
I _ , - a , • MH COVER,'
J - - BIKE RAMP� 15. _.. 14CB ' © ADJUST -
CB
i v _ . " M '. i Rf VALVES
88 LF IS RCP ` p� 2 q wAL✓E j.'' I 6' S;DEWALr
z -I _ E-
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S 4 LF _--- �' - c` `L ii' IE PS
"All. 'a ,
CD IS,
� RC - S4+08.00 i �� 9 �� JF" q � � E
� ADJUST VALVES 16 4484 � m. \ Ql / - P
�. f, .00 28+00.00
Q RELOCATE H"DPAVIA 24+4958 -- R, s.- A 5I0 - 6+65.30 50 481)0
ut 4425 �4' Gi /� " CB 2
- - - -- - - ai p V p. ® - / b 4850 26 6617 27+9746
' q a
T '
25-4+49 -.68
2426a +60850
w 5N
8.93
55 oG -4
3.05
2992
448?
270 27+75.00
75.00 00 uDEPDRAr
9.0023 209
/0
-
PDE / 2409
AN REAfOE Ea751 sFIIALi_PA✓L0J4+92.73 2
CnNS7 I I l-G*CUR@ AND 6L/T7LR AT
7.09
EXIST ELEVATION
1 '151Rcd
50'TAPE� ie �- _ / 2�2av A n.o Im / -PDE
END -LRT2+93.30 -Pz �- - - - 1- -- rkPER _I s�9a.oG 12
Sto. 25+00:00 =
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F + 12+91.63 P I , a ( � +09.00 .--
L2X - - NVNC LLC
to d4�- _ 8- __
�75'R ?+916.5 4299 F� 12.77_ ---_---4 �PIN' 1840585255
E a \ 2727+84GD
49
_ _
- ? 2+s Do - - - ---
sS l 'fR/F F"l' "OLE 8 -� aC� 1;0+00.00 / CB .111 1 1115 RMI 2411 CB ' �, 9275 12+97.00 HJT o 2D 0540 SFS+PL FDNI/� Y � UUR HOLE lOi.00 li
-LASS 1'rIP TAP
FF
S :0 FF
©
EST 45 SI' ! :e4 � -L- PRCSto. 25+55.85 = - I 38.00 REluO EXIST cRB AND UTTER EST SY PSRH -
NVNC I.LC 12+9700 .,EF •�I AR SHFFF
SEE Dc SEE 2 PIN- 1840511692 -Yl- POTSto.11+8622 w --- --z�bT - tiarcT FxsT T .eMFNr ar rxrs*
TOWN OF WAKE FOREST DB 6709 PG D456 0 = 86'09'09.2" 1 SLOPE AND FRDO EX15T LLEJA ICN
PIN° 1840572847
DB 1519 PG 0591 / E O
/ 13+29.40 TOWN OF WAKE FOREST
+28.9937.00
APIN° 1840572847
- REMOVE EXISTSIDEWAL� li 4 DB 1519 PG0591
AT EXIST JOINT ANC TIE END CONSTRUCTION -
PROP SIDEWALK TO EXIST -Yl POTSfa. l3+12.00 -L- _ REINFORCED CONCRETE
P1 Sto 25+41.72 Pl Sta 25+70.0/
----
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PIN- 1840574856 _5Z Ip_- /4'1526.2"--__-D---J4¢i9-26.�'--
DB 10392 PG 2236 1 L - 28,29 L _ 28.29' MILLING AND RESURFACING LIMITS 'J,I
LINDA SKIPPER T = 14.15' T = 14.15'
P�I1° 18"^57547 R
�� R = 400.00' = 400.00'
v; - DB 7-7 PG 0641 _ r 1, �>AL 0� =.,.IST ASPHALT a; FMF;rI
_
TOWN OF WAKE FOREST
I
Kimi ley- ilorn
FRANKLIN STREET IMPROVEMENTS
- - - I s1
Inc.
and Associates, �PRe�Y PLANS:
ROADWAY PLAN SHEET
- -

FUTURE Pa4r;Wc _ BEGIN CGrV STR/+// 0O
a- \ -Y2- POTS".ION
1+IL00
+18.00 EX15T t, VIII ' li '' �I
WAKE FOREST FIRE DEPARTMENT INC 2303 RT CB SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
�I ��, 3 B
PIN` 184150TOBI TIE TD EXISTING I I T EXIST CURR &GUTTER
DB 3287 P6 0623 3 R AT EX15T ELEVATION
CURB &GUTTER
��. AT EXIST CLEVATION WDD 15'J �q
A J
I-
i
N { Z z�"
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT -. �r I i- /4
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REMOVE EXIST CURB & GUTTER ', /1+661X7 100 R �- ion
CONSTRUCT 2'-6'CURB & GUTTER 4 35-3466DO 1b 5441T ��'
AT EXIST ELEVATION (ADD 15') 42.52 -=
AVJUST TO OF WAKE FOREST
VO V M'4NHQLE .II. T - 0 EXISTING /I+82.00
oQ, I I 6 � J 7700 V' PIN• 1841509382
© �✓ n ADO DB 3049 PG 06
a+74.00 ' \F a 5a -L- PRCSfo. 48+10.91 = �P '
- 3414 CB CB- \-9929 -yz- P0TSf0 12+6286 og
a -
/l+74.00 a :\8 LF , � ..a ,24 0= 6(55'59.2° %•
vi m s 43D0
o N �, , �T V• • Q� PREFORMED SCOUR HOLE RETAIN EXIST SIDE Y"I K
CLASS '/'RIP RAP SAWCUT AND RE E
EST IS TONS -�,ti /
11+8422 0 EXIST ASPh' PAVEMENT
FOREST RIDGE ASSOCIATES PC$f0. 47+74,47 4300 -` IS'R 9 t EST 45 SY PSRM / EST 30 SY RE
REMOVE EXT T CURB & GUTTER
PIN` 1640596659 CONST f 2' 6'CURB gr CUTTER
15 R \ \� \ SEE DETAIL SHEET Z AT F� ST P4VEMEArT ELEVATION
DB 2952 PG 0246 40' R 11+96b7 �•J�L T4�1 o'UTILITY STRIP TO I'
REMWE EXIST CURB &GUTTER AND SIDEWALK IB50 RT'' 4 3�`p\ �Oa 8+gym '1ZXIST SIDEWALK
WIDEN EXIST PAVEMENT AT NORMAL CROWN SLOPE SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT REMOVE
45+45DO ' BASED ON CURB PROFILE 45+85.00 CONSTRUCT I'-6'CURB AND GUTTER EXISTING 8 LF \ 71 ® .q \ + /
l2 19.00
63-00 63'00 ACCORDING TOCURB PROFILE B c/ , • I IS RCP 7332 SAWCUT AND REMOVE
44+50.00 45+08.00 E _. - 47+021X0 47+2833 / 3'R' CB EXIST AS
PAVEMENT
53.00 50.00 4800 SODO �B J ,liy 65,R '�60 ° PTSfO. 48+47.3 CONSTRUCT T-6'CURB ANO GUTTER
44+50.00 45+0573 -46+00'00 47+0200 47+2690 "O' J '58 6 REMOVE
�IS'R CONVERT EXIST \ _ AT EXIST ELEVATION
_ 50LO 4210 48.00 / / CB TO TBJB W/ VE
4637E 4200 II �, F E E E - E i MH 0✓ �3y� Exls CB a RETAIN
E V� z
C ER A�
6' SIDEWALK 6' SIDEWALK -6' UNDf. RDRaN L
LLJ c ADJUST
30 R LLJ 30 R \ CB ' ii _ �0 10 ��G CB BCF '� T /I/ EXISTING SIDEW W
a _
(/) +17.52 +0434
;L 2' -6' C&G 4 _ 2553 LT Z"-oo" C&G.--� = L� N CB
_ > 2550 L7 �_ _:_ _� ,, " . • • / ��
_- _ - - ^ - v IIA P 3,R ✓ lK PLUG, FILL _ -
5' R
0 -A,' ADJUST 'tib\R
LLJ
l� �- = 0 6' uNDERORaN � r-6" caG z - P
I' 5.C&G ,_ $0 ft, 1?T,. DON 20
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1�P
r 6• c
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VAI �
ADJUST'.LF,I F2C
XnrovoLE' a 6s'RI 5oR GB 1, �j'10 48',23.7' E,� H
PLUG I ILL. .3• R 32 'LFI ' PCP m
Q RESURFACE EXIST ASPHALT PAVEMENT 0-5-) " �... ANHOLE 6- FJ✓� - R _.
C ISR '4\, �S,R I _
_2 6'C&G 0' J -
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52 v F�
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AND
l>1 � � I` r Rl� �
2' fi'C&G - - 72 Lf 'rE;` CB. '„ A �4, - �m_. �. - P ��-_ '
Al
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111 J � ,. �y 2`-E &GE I
-, I A� � 'GTS � 6'UNDERDRAIN. � a :• '- � CBS CB - 72
EX/S7/NG SIDEWALK
32 LF .. p4�0tT p 6'SIDEWALK
1i
�REMO✓E 1LLJ
4 LF
5•RC�QS J
2
Il�
EXIST _------
✓
�, 47.16.00 e -
c S7
UNDERORAIN \- ADJUST � ; -- _ -
CB
�� MANHO E p 6_00 ��' PrA�B r A E E
Z �­7 4Ilf
St' CUT N I t MC1E I -SPH aU _I''�'i IE ^✓ I 0 73 0- 6�$ / S
49+6548 49+75
F,,CU CPB & J. TER /46+4100 ?�.. 1. ml 46.-7_ 46.07
N 46+08.00' - _
C.IlSTRJ 2' -o dJRP & Lr7 ER 5239 & 6ti 5237 & In y QQ�� © J 49+4E50 49+7516
' tXISI FLE ATION 1A0� i_: 79.00 �Q _ 4200
79.00=PDE 64 I�
46+94.00 0 bB ��� �� �52 LF
P CP.
I T AI u l ✓E t /IS4. f �I PAPEFIENT SO' TAPER RC
v
e - i 8/.00
C 61A
CONSTNOCT I' 6'CURB AND COTTER AT I� T � TOWN OF WAKE FOREST
FxGT ELEVATIO': a°S� I eti ✓ _
✓ _ PIN" 1641601276 23
DB 3049 PC 0626 I
PRPFOHED SCOUR h0LE ,��
�7 ASS I 'P 12 X074 �s RELIOVE EXIST CURB
p�:� 5IDEV'�.LK
EST 5 T01 �i / _ �� - �
EST 3G F' - - �[G S? llnth LX , -,T
PA�F4 Ili
EST 4" S PCPAI QE- 13+710'0 �� � A/0PA14L C4GWA SLOPE
EE DE7 SHCET 2 r _ 64-,2 13+98.00 J PIS,_D 01 UR P?OF i.E
TOWN 0 WAKC FORES'� i' 13+77.00 50.00
P 1840693767 \ _
_ 93.00 �13+96 ASPHALT
Ah REMOVE ExIST
PG 0989 2 P _ 3506 ASPHALT F VEMFNT -
R �B 10958 '
COhS rtUCI-6 -N HE S nUilEl
�3+8100 i CLA 7 T C IRB PROFILE
RETAIj _ 0
y / - 0�F 7 P.T \� CORNERSTONE BAPTIST CHURCH INC.
If ZREMOVE EXIST SIDEWALK A7 EX'ST JOINT ACL D SPIOC C/0 MARC1E BROOKS
u; 7- I^IE 24 PIN" 1841602593
TIE PROP SIDEWALK TO EXIST DB 7413 PG 0246
SEE SHEET NO.T7 FOR -L- PROFILE
FTII REINFORCED CONCRETE
ONSTR
CTION
Pf SIG 47+92.90 _L- +29.36 _ Y�-CPOTStaUl4+10.00 0.. o .
o Pl Sfo
j p= 20 52 38.2 (RT154' 02.6 (L�� PROMINENCE HOMES, INC. CHASTAIN PARK OF MILLING AND RESURFACING LIMITS
D = 57'17'44.5'238.2 D'= 5T 1T 44.8°/ PIN• 1841603085 E FOREST. LLC
ac L = 36.44 /L = 36.48' Da 1o96z Pc 2429 r 6416G4z7E
DV 9_r7 PG 0766
1 = 18.42' T = 18.4 / FEMWAL OF EXIST ASPHALT PAvEMENTIF
-
/�' R = 100.00' R = 100:)0' _ _
--- -
---- r- }
- iiil���_�`ifrn TOWN OF WAKE FOREST - - FRANKLIN STREET IMPROVEMENTS
--
- -
PL,,,
and Associates, Inc. ROADWAY PLAN SHEET MI�AR,
i PRCLI
- f d - -;: T .a 1 7,

0Ami
WAKE ELECTRIC MEMBERSHIP CORP
/ TOWN OF WAKE FOREST
PIN° 1641509362 PIN" 184PG D00
/ DS 3049 PG 0626 / '-�� DB 1868 PG 0025
6AWCLI :VVD REMOVE EXIST ASPH.LT ? 'VENT
CONSTRUCT 7-6"CURB AND GUTTER 4-
EXIST ELEVATION (ADD 151) �V
REMOVE EXIST SIDE'64,Lr AT EXIST JOINT?_
TIE PROP SIDEW4L CLASS ,l RIP RAP— \ \ Ul
RETAIN EXIST SIDEh / _ 1 +54 EST 13 TONS
SAWCUT AND REMO E / L;LT PAVEMENT - E57 18 SY FF I\\
_
REMOVE & - RENO"E LX/SZ HEADWALL
CONSTRUCT 2' 6"CURB s - aT EXIST Ex =h'D 32 L 4" RCP
I PAVEMENT ELEL'ATIOIJ _x �' FAP ��✓N57RUCi NEW ALL
TIE 6' UTILITY STRIP T � _ _ ,�W:'1K F 7 1 �4
S CONSTRUCT 5'CONCRETE ISLAND (SURFACE MOUNTED)
53+35.00
AT LXIST PAVEMENT ELEVATION fADD l5'1
74.00 SEE DETAIL ON SHEET 2-A
52+985v^ I 35.00 0
53�4
__81 _ _ 66.gp 6926 REMGvE EXIST CURB & GUTTER AND SIDEWALK
j 53+51DO / i Wiu'E�4 F4VEMENT AT EXISTING PAVEMENT 54+76.00
PDE p 6128 SLOPE ND EXISTING ELEVATION (ADD l5) 86.00
o._�� " - I EXTEND EXIST IS'RCP 12"
-�. ------ -529571 d l
_ _ _ - _�_ m WITH CONCRETE PIPE COLLAR E
+ `
/o""' IDEWA;1' -� t_T �W'IDTH _ \\T � 53+71A^ \ � 54+07.00 CONVERT EXIST-
, � 485/ e �� � � 45.78 54+50.00
i a ® 55.00 54.1X1 JB TO CB y� CLEAN OUT
0 - 6 -
%- -- cT f l 54+06.00 EXIST DITCH
346-5
/ 1; i TAPER 5 f 5 \ pQ `- ` 49LO 54+50.00 60.00 DO INV = 34650'
+64 \ j� �, E 54+7092 54+83.00
REi AIN i _ 6 _ 6' SIDEWALK - :. - � � SObI E P F 58DO
L L-- --L ` - --- -- _ 1-- J30
F 42+69.00 5212
�
--
r -. - Z ----------_--
_ �------.._ 54+4
-6-c&c O
�
_ RESURFACE EXIST �r CB I -. 8� PAVEMENT !I '� _ _____ 54+80.00
�
`� 42.00
r 6" C&c al - --- ---- --------
LF
LF l5' RCP;. - CB !
N .,10' 48' 23.7' E ac tF rs RDR QF
Z EC&G 36 LF !�
15" RCP
ZT 1 _6
C
C. CB
AND
15.,- ' ' O
PT \
---
i -- � +8391
-'
2-6.
450 FIT 375 RT
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Kim e -Horn
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P.O. BOX 3 3 0 6 8 - RALEIGH, NORTH CAROLINA 27636-3068
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10 0 20
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REVISION:
DATE:
DRAWN BY:
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ROADWAY PLAN SHEET
This document, together with the concepts and designs presented herein, os on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2006
JOB NUMBER:
0 1557500 I
1
SHEET NUMBER:
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FOREST RIDGE ASSOCIATES
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TOWN OF WAKE FOREST
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Do NOT un PWI R/,A io 0 20 FRANKLIN STREET IMPROVEMENTS
j REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: Inc.
PRELIM NART PLANS
This document, together with the concepts and designs presented herein, as an instrument of service, is Associates,uonl for the s ecific ur ose and client for which it was prepared. Reuse of and improper and
� intended y p purpose ROADWAY PLAN SHEET
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOY 3 3 0 6 8 - RALEIGH, NORTH CAROLINA 2 7 6 3 6 - 3 0 6 8
j shall be without liability t0 Kimley-Horn and Associates,inc. JOB NUMBER: SHEET 11
NUMBER:
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TOWN OF WAKE FOREST
PIN■ 1841509382
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PIN■ 1841604824
oCORNERSTONE BAPTIST CHURCH INC. DB 8421 PG 2059
C/O MARCIE BROOKS
PIN■ 1841602593 SEE SHEET N0.18 FOR -L- PROFILE
o DB T413 PG 0246
MILLING AND RESURFACING LIMITS
0
REMOVAL OF EXIST ASPHALT PAVEMENT
0
L
�s DATE: I DRAWN B": I CHECKED BY:
N REV. No.: FEVISION:
This document, together with the concepts and designs presented herein, as an instrument of service, is
N intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this docume +o without Kim ey Hornitand Associates,
ifonc and adoption by Kimley-Horn and Associa'es,
Cp shall be without liability
Copyright Kimley-Horn and Associates, Inc., 2006
PREPARED IN THE OFFICE OF:
m I rn
MF Kimiey-tio
and Associates,
Inc.
P.0 . HOX 33068 - RALEIGH, NORTH FAX
CAROLINA677636-3068
2050
P�—O' 1Ee (9 19) 677-2000
PROJECT:
CLIENT:
TOWN OF WAKE FOREST n�co>s PLAxs
�v 10 0 20 FRANKLIN STREET IMPROVEMENTS
AMUMTM
PRRLII►�ART PLANS
Domr�m COMMUMUN 61W
ROADWAY PLAN SHEET JOB NUMBER: SHEET NUMBER: 12
0 15575001
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a
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PIN■ 1841604824
oCORNERSTONE BAPTIST CHURCH INC. DB 8421 PG 2059
C/O MARCIE BROOKS
PIN■ 1841602593 SEE SHEET N0.18 FOR -L- PROFILE
o DB T413 PG 0246
MILLING AND RESURFACING LIMITS
0
REMOVAL OF EXIST ASPHALT PAVEMENT
0
L
�s DATE: I DRAWN B": I CHECKED BY:
N REV. No.: FEVISION:
This document, together with the concepts and designs presented herein, as an instrument of service, is
N intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this docume +o without Kim ey Hornitand Associates,
ifonc and adoption by Kimley-Horn and Associa'es,
Cp shall be without liability
Copyright Kimley-Horn and Associates, Inc., 2006
PREPARED IN THE OFFICE OF:
m I rn
MF Kimiey-tio
and Associates,
Inc.
P.0 . HOX 33068 - RALEIGH, NORTH FAX
CAROLINA677636-3068
2050
P�—O' 1Ee (9 19) 677-2000
PROJECT:
CLIENT:
TOWN OF WAKE FOREST n�co>s PLAxs
�v 10 0 20 FRANKLIN STREET IMPROVEMENTS
AMUMTM
PRRLII►�ART PLANS
Domr�m COMMUMUN 61W
ROADWAY PLAN SHEET JOB NUMBER: SHEET NUMBER: 12
0 15575001

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134' 1116/77
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WAKE FOREST
FUTURE r5
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VICINITY ANAP
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0*
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THE
TOWN
FRANKLIN
FROM
OF WAKE FOREST
STREET IMPROVEMENTS
FRANKLIN STREET
NC 98 BYPASS TO WAIT AVENUE
PROJECT REFERENCE NO.
SHEET NO.
FRANKLIN STREET IMPROVEMENTS
I
INCOMPLETE PLANS
DO NOT USE FOR R/F ACQWSMON
IPRELIMINARY PLANS I
DO NOT UU FOR CONMUCMN
75% PLANS
END CONSTRUCTION
MARK WILLIAMS
TOWN MANAGER
❑�❑ Kimley-Horn
� and Associates, Inc.
CO 2006
Post Office Box 33068
Raleigh, North Carolina 27636
u
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
VIVIAN A. JONES
MAYOR

N
EXISTING
GROUND
EXISTING
GROUND
6'
C/
FRANKLIN STREET
-LLT- -L- -LRT-
VARIES
ARIES I VARIES
IY
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EXIST
TYPICAL SECTION NO. 1
STA 10 + 62.88 TO STA 13 + 97.26
FRANKLIN STREET
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LT-
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TYPICAL SECTION NO. 1
Orre�liance
No.: REVISION: DATE: DRAWN BY: CHECKED BY:
Nhis document, together with the concepts and designs presented herein, as an instrument of service, is
IN Intended only for the specific purpose and client for which it was prepared. Reuse of and improper
on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
rbabe without liability to Kimley-Horn and Associates, Inc.
pright Kimley-Horn and Associates, Inc., 2006
STA 13+97.26 TO STA 18+21.68
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates
P.O. BOX 33'-68 RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
Inc.
CLIENT:
EXISTING
GROUND
EXISTING
GROUND
TOWN OF WAKE FOREST
TYPICAL SECTIONS
PAVEMENT EDGE SLOPES ARE 1-'IUNLESS OTHERWISE NOTED
INCOMPLETE PLANS 10 0 20
PRELDUNART PLANS
PROJECT:
JOB NUMBER:
FRANKLIN STREET IMPROVEMENTS
0 1557500 !
SHEET NUMBER:
2

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PIN ■ 1840570154
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THE LOCAL I ZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCGS FOR MONUMENT ' 0LD DEPOT"
WITH NAD63 STATE PLANE GRID COORDINATES OF
NORTHING. 811610.9O9Uft1 EAST ING: 2144979.109(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GR I DI IS.- 09999385
THE N.C. LAMBERT GRID BEARING AND
LOCAL I ZED HORIZONTAL GROUND DISTANCE FROM
"OLD DEPOT " TO -L- PT STATION 55+57.33 IS
S 60 ° 45'44D " E 1476.39'
ALL LINEAR D IMENS IONS ARE LOCAL I ZED HORIZONTAL D I STANCES
VERTICAL DATUM USED IS NGVD 29
O
E. HUNT 11, LLC
PIN• 1840448440
DB 9235 PG 1661
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT
PAVEMENT
PREPARED IN THE OFFICE OF:
CLIENT: PROJECT:
Kimley-Horn
TOWN OF WAKE FOREST
INCOMPLe7% PLANS
DONrUMPMR,.ACW0rfZ1K 10 0 20 FRANKLIN STREET IMPROVEMENTS
REV. No.: REVISION: DATE: DRAWN BY: I CHECKED B and Associates, nc.PRELIMIlJARO PLAN3
This document, together wlth the concepts and designs presented herein, os on instrument of service, is � �, v� „M �,,a„ia„Q,intended only for the speclflc purpose and client for which it was prepared. Reuse of and improperROADWAY PLAN SHEET
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOX 33068 — RALEIGH NORTH CAROLINA 27636-3068
shall be without Ilab111ty to Klmley-Horn and Associates, Inc. ' JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 PHONE: [phone] FAX: [phone]

u
101
r
CADY CONSTRUCTION COMPANY INC
PIN ■ 18404 7118 7
DB 06843 PC 0318
RP.
JAMES A & MARIANNE HANEY
PINE 1840477211
DB 08117 PG 0756
aq
tf�
REMOVE EXIST CURB AND GUTTER
WIDEN EXIST PAVEMENT AT EX/ST
SLOPE AND FROM EXIST ELEVATION
CADY CONSTRUCTION COMPANY INC
PIN' 1840477280
DB 6572 PG 0823
REMOVE EXIST CURB AND GUTTER I
WIDEN EXIST PAVEMENT AT EXIST
SLOPE AND FROM EXIST ELEVATION
EDWARD SCOTT & JOANN MARIE DOUGLAS
PINE 1840477330
DB 7928 PG 0771
CO
SAWCUT AND REMOVE EX/5
CONSTRUCT I'-6' CURB AND
EXIST ELEVATION
6' UNDERDRAIN
RETAIN
RETAIN
GREGORY A & DONNA BAILEY KIERNAN
PINE 1840477368
DB 10612 PG 1236
CADY CONSTRUCTION COMPANY INC
PINE 1840478312
DB 6572 PG 0823
RAYMOND C & MELISA H. HENRY
PINE 1840477497
DB 8130 PG 2 783
COLLAR AND EXTEND
8 LF -15' RCP
INV = 3/876
PENELOPE &
BRIAN ELLERSON
PINE 1840477695
DB 11309 PC 2630
D 83
N�
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
CONSTRUCT N-6'CURB AND GUTTER AT
EX/ST ELEVATION JAMIE L &
BETHANY A. AYERS
PINE 1840478662
DB 11038 PG 1898
(�- E EXIST
I 1
5'R
9'R
RETAIN
E---�
6' UNDERDRAIN
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT SAWCUT AND REM%E
CONSTRUCT I'-6' CURB AND GUTTER AT CONSTRUCT l'-6 CURB
EX/ST ELEVATION EXIST ELEVATION
0
CLARENCE SWICEGOOD JR. & CAPITAL LAND LLC
PINE 1840570154
DB 6843 PC 0316
PREPARED IN THE OFFICE OF:
�0 — - - Kimley-Horn
OREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
C�d This document, together with the concepts and designs presented herein, as an instrument of service, is andAssociates intended only for the specific purpose and client for which it was I
prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. 80 33068 - RALEIGH NORTH CAROLINA 27636-3068
Co shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2006 PHONE: [phone] FAX: [phone]
CLIENT:
TOWN OF WAKE FOREST
ROADWAY PLAN SHEET
+59J9 co
15.17 LT
•� y
T R l' 6' C&G O
a o
0)
+59.94
0.33 RT
12.72 RT 1
Z
-L -
Zo
MILL AND RESURFACE EXIST ASPHALT PAVEMENT (I5)
-LLT -
Pl Sto 17+9854
Pl Sto 17+32.35
—LLT —
5' RCP CB
1
S RCPT E�
45' 4754.4- (RT)
p =
45' 09' 25.3' (RT)
c&G
3' 3451.6
D =
3' 34'11.4'
D =
I'
L =
1,261.25'
L =
1,282.93'
REMOVE EXIST CBS
1,24526'
T =
—LRT —
AND 15' RCP
y
T =
MILL AND RESURFACE EXIST ASPHALT PAVEMENT (IS)
R =
z
R =
1.605.00'
R =
1,580..00'
RETAIN
5'R
9'R
RETAIN
E---�
6' UNDERDRAIN
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT SAWCUT AND REM%E
CONSTRUCT I'-6' CURB AND GUTTER AT CONSTRUCT l'-6 CURB
EX/ST ELEVATION EXIST ELEVATION
0
CLARENCE SWICEGOOD JR. & CAPITAL LAND LLC
PINE 1840570154
DB 6843 PC 0316
PREPARED IN THE OFFICE OF:
�0 — - - Kimley-Horn
OREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
C�d This document, together with the concepts and designs presented herein, as an instrument of service, is andAssociates intended only for the specific purpose and client for which it was I
prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. 80 33068 - RALEIGH NORTH CAROLINA 27636-3068
Co shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2006 PHONE: [phone] FAX: [phone]
CLIENT:
TOWN OF WAKE FOREST
ROADWAY PLAN SHEET
+59J9 co
15.17 LT
•� y
T R l' 6' C&G O
a o
0)
+59.94
0.33 RT
12.72 RT 1
Z
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT PAVEMENT
PROJECT:
INCOMPLETE PLANS
DONOrUMPCIEIK,.ACQUWf= 10 0 20 FRANKLIN STREET IMPROVEMENTS
PRELIMINART PLANS
DONUrUMPCIE
JOB NUMBER:
0 1557500 9
SHEET NUMBER:
5
-L -
-LRT -
-LLT -
Pl Sto 17+9854
Pl Sto 17+32.35
Pl Sto 17+40.31
A=
45' 09' 54.7' (RT)
Q =
45' 4754.4- (RT)
p =
45' 09' 25.3' (RT)
D =
3' 3451.6
D =
3' 34'11.4'
D =
3' 37' 34.7'
L =
1,261.25'
L =
1,282.93'
L =
1,24526'
T =
665.45'
T =
677.95'
T =
657.00'
R =
1.600.00'
R =
1.605.00'
R =
1,580..00'
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT PAVEMENT
PROJECT:
INCOMPLETE PLANS
DONOrUMPCIEIK,.ACQUWf= 10 0 20 FRANKLIN STREET IMPROVEMENTS
PRELIMINART PLANS
DONUrUMPCIE
JOB NUMBER:
0 1557500 9
SHEET NUMBER:
5

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EG
THE FRANKLIN ACADEMY INC C/0 ROBERT L LUDDY
PINE 1840584427
DB 8075 PG 1274
THE FRANKLIN ACADEMY INC C/O ROBERT L LUDDY
PIN` 1840585602
DB 8075 PG 1276
(ED
EAST ELM PARTNERS LLC
PIN ■ 1840593060
DB 11095 PG 0743
N
_L _
P1 Sto 30+64.96
A =
25' 25' 517' QT)
D=3'19'521'
L =
763.43'
T =
38811'
R =
1,720.00'
THE FRANKLIN ACADEMY INC C/O ROBERT L LUDDY
PIN` 1840585602
DB 8075 PG 1276
(ED
EAST ELM PARTNERS LLC
PIN ■ 1840593060
DB 11095 PG 0743
N
p
n)
fn
NVNG LLC
PINE 1840585255
DB 6709 PG 0456
50' BUFFER
mom,
a
OREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
NThis document, together with the concepts and designs presented herein, as an instrument of service, is
N intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
Op shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2006
'''L'w"""'"' MARK E & TONIDOWDY & D DENNIS & STARLETTE w CYRUS
CLASS 'B' RIP RAP
EST TONS PIN' 1840588611
EST SF FF DB 7821 PG 0394
EE DETAIL SHEET 2
PREPARED IN THE OFFICE OF:
Kimley-Horn
Associates, and Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
CLIENT:
TOWN OF WAKE FOREST
ROADWAY PLAN SHEET
INCOMPLST6 NAM
m xar = Pm A/v eoav�
PRBLININ"T PLANS
W NW un FM C-91
MILLING AND RESURFACING LIMITS
2'
BUFFER
REMOVAL OF EXIST ASPHAILT--� 7AENT
PROJECT:
10 O 20 FRANKLIN STREET IMPROVEMENTS
JOB NUMBER: 15,575001 J SHEET NUMBER: 8
r

13 15
EAST ELM PARTNERS LLC FOREST RIDGE II ASSOCIATES
PINE 1840593060 PINE 1840597239
DB 11095 PG 0743 DB 3597 PG 0455
ko
g3
�0)
REMOVE EX/STING SIDEWALK
0 RETAIN EXISTING CURB & GUTTER OLLAR AND EXTEND
4 LF-24' RCP -L - PCSto. 39+00.73
-L- PT Sto. 34+40.29 E EV 4= 342.97' 1, = 329J2
-L- 35+35.07 BEGIN 2'-6CURB & GUTTER
OFF 51.93' LT BEGIN CURB PROFILE (LT)
-� RAILROAD SPIKE IN 8' PINE STA 36+20 (2550 LT) E C E
TIE TO EX/STING
E C Sf EE E E E E
LLJ ELLJ E E E E E ---- E � E C f�S� C SE C 'PSE n
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CB CB CB V co
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Q:) - ® ® ii
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EMILL AND RESURFACE EXIST ASPHALT PAVEMENT (l5REMOVE EX/ST CB') -L - Ln
36 LF-l5' RCP 'F
y
r-6' C&G D
Q ADJUST VALVES
ADJUST MANHOLE—,,,II, Ln
r-6' NGN / ®CB CB ® r-6*C O
5' 59' 53.9' E �
RESURFACE EXIST ASPHALT PAVEMENT (l5') 20 LF-I5' RCP
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CONSTRUCT l'-6 CURB AND GUTTER AT
EXIST ELEVATION a
PpE
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WIDEN EXIST PAVEMENT AT EXIST
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-42 PINE 18405886u ,,� CREEKSIDE HOUSING LLC �\ `
DB 7821 PG 0394 /' ATTN.-TOM HONEYCUTT 5o BUFFER PIN 1840690394
V DB 8421 PG 2287
� 50/6V--
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1 _ - �''/ 8z i - - SEE
�SHT N0. l6 FOR -L - PROFILE
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1-1 UM
\111�9, / ' � �— 50 _BLIP ER q=
---
i Bz 2 �\ REMOVAL OF EXIST ASPHALT PAVEMENT
PREPARED IN THE OFFICE OF:
CLIENT: PROJECT:
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DO REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: so M"= MR It/T Amwnw ! 0 0 2 0 FRANKLIN STREET IMPROVEMENTS
N This document, to ether with the conce is and desi ns PR$LII►�TARG PLANS
� g p g presented herein, as an instrument of service, Is no rWr �,M �,�,,
intended only for the specific purpose and client for which it was prepared. Reuse of and improper and AInc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. POBOX 33068 - RALEIGH NORTH CAROLINA 27636-3068 ROADWAY PLAN SHEET
..
Ctj shall be without liability to Kimley-Horn and Associates, Inc, s JOB NUMBER: 557500 ! SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 PHONE: (i 19) 677-2000 FAX: [phone] ` 1 9

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E
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P/
L-
P/ Sto 39 +90.99
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90.26'
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5
15
FOREST RIDGE 11 ASSOCIATES
PINE 1840597239
DB 3597 PG 0455
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
CONSTRUCT I'-6CURB AND GUTTER
ACCORDING TO CURB PROFILE
REMOVE EXIST CURB & GUTTER AND S/DEWA
WIDEN EXIST PAVEMENT AT NORMAL CROWN S
BASED ON CURB PROFILE
1
-L - PTSto. 40+81.13
C"
16
FOREST RIDGE ASSOCIATES
PINE 1840596659
DB 2952 PG 0248
BM #3
ELEV = 346.86'
-L- 43+50.34
OFF 99.75' LT
RAILROAD SPIKE IN 14' MAPLE
/
REMOVE AND
REMOVE EXIST CURB &GUTTER AND SIDEWALK
REPLACE EX/ST CB
REMOVE EX/ST CURB & GUTTER AND SIDEWALK
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REMOVE EX/ST CB
Cho
+96.60
WIDEN EXIST PAVEMENT AT NORMAL CROWN SLOPE
ADJUST VALVES
X
WIDEN EX/ST PAVEMENT AT NORMAL CROWN SLOPE
56 LF
46.37 LT
BASED ON CURB PROFILE
BASED CURB PROFILE
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AT EXIST ELEVATION (ADD /5')
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CONSTRUCT l'-15' CURB AND GUTTER A
EXIST ELEVATION
14
CREEKSIDE HOUSING LLC
ATTNi TOM HONEYCUTT
PIN • 1840690394
DB 8421 PG 2287
I PREPARED IN IIIE OFFICE OF:
O REV. No.: REVISION: DATE: DRAWN BY: CHECKED 9r: Kimley-Horn
Associates,
This document, together with the concepts and designs presented herein,as an instrument of service,is
intended only for the specific purpose and client for which it was prepared. Reuse of and improperF1 ar 1 I
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. SOX X3068 - RALEIGH, NORTH CAROLINA 27636-3068
Ca shall be without liability to Ktmley-Horn and Associates, Inc.
Copyright Ktmley-Horn and Associates, Inc., 2006 PHOPJF, (9 19) 677-2000 FAX: [phone]
CLIENT:
TOWN OF WAKE FOREST
ROADWAY PLAN SHEET
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REMOVE EX/ST CB
Cho
ADJUST VALVES
56 LF
15' RCP
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25'r -n RT
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CONSTRUCT 2'-6'CURB & GUTTER
AT EXIST ELEVATION (ADD /5')
SAWCUT AND REMOVE EX/ST ASPHALT
CONSTRUCT l'-15' CURB AND GUTTER A
EXIST ELEVATION
14
CREEKSIDE HOUSING LLC
ATTNi TOM HONEYCUTT
PIN • 1840690394
DB 8421 PG 2287
I PREPARED IN IIIE OFFICE OF:
O REV. No.: REVISION: DATE: DRAWN BY: CHECKED 9r: Kimley-Horn
Associates,
This document, together with the concepts and designs presented herein,as an instrument of service,is
intended only for the specific purpose and client for which it was prepared. Reuse of and improperF1 ar 1 I
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. SOX X3068 - RALEIGH, NORTH CAROLINA 27636-3068
Ca shall be without liability to Ktmley-Horn and Associates, Inc.
Copyright Ktmley-Horn and Associates, Inc., 2006 PHOPJF, (9 19) 677-2000 FAX: [phone]
CLIENT:
TOWN OF WAKE FOREST
ROADWAY PLAN SHEET
LU
Wf� ��
PD
PREFORMED SCOUR HOLE
CLASS 'B' R/P RAP
EST TONS
EST SF FF
SEE DETAIL SHEET 2
REMOVE EXIST SIDEWALK AT EXIST JOINT
TIE PROP SIDEWALK TO EXIST
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CONSTRUCT 2'-6CURB & GUTTER
AT EX/ST ELEVATION (ADD /5')
17
TOWN OF WAKE FOREST
PINE 1840693767
DB 10958 PG 0989
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SEE SHEET NO. 17 FOR -L - PROFILE
MILLING AND RESURFACING LIMITS
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PRSI.IbMART PLANS
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JOB NUMBER:
O '5575001
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DB 10958 PG 0989
W
SEE SHEET NO. 17 FOR -L - PROFILE
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASP f�PAVEMENT
PROJECT:
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C/O MARCIE BROOKS
PIN■ 1841602593
DB 7413 PG 0246
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A=
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2' 51' 53.2'
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PIN• 1841509980
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EXTEND EX/ST 15' RCP 12'
WITH CONCRETE PIPE COLLAR E-1
CONVERT EXIST
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+839/ +8388
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ADJUST EXIST CB ' — —
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CONSTRUCT 2'-6CURB AND GUTTER AT
EX/ST ELEVATION (ADD /5')
ENTERPRISE BUILDERS GROUP
PIN■ 1841604824
DB 8421 PG 2059
NT
SEE SHEET NO. 18 FOR -L - PROFILE
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT PAVEMENT
77
PREPARED IN i HE OFFICE OF:
Kimley-Horn
n A i t�YThis
, Inc.
a ssoe a es,p
P.C. � D X 33068 - RALEIGH, NORTH CAROLINA 27636-3068
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TOWN OF WAKE FOREST
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PLAN SHEET
document, together with the concepts and designs presented herein, as an instrument of service, is
only for the specific purpose and client for which it was prepared. Reuse of and improperROADWAY
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Assoclates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2006
JOB NUMBER: SHEET NUMBER:
C '557500 E 12

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BEGIN CONSTRUCTION
332 � -L- .STA 10+63.00
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+50 16 -_._.._.... _
17 18 19 20 21
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PROJECTS
Kimley-Horn TOWN OF WAKE FOREST INCOMPLETE
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 10 ?W UN M R,. CQ� 10 0 20 FRANKLIN STREET IMPROVEMENTS
This document, together with the concepts and designs presented herein, as an instrument of service, is and Associates, IMIlQARY PLANS
intended only for the specific purpose and client for which it was prepared. Reuse of and improper I WNur DnPMC"'Mari'' Inc.nc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 ROADWAY PROFILE
shall be without liability to Kimley-Horn and Associates, Inc.
SHEET NUMBER:
opyright Kimley-Horn and Associates, Inc., zoos PHONE: [phone] FAX: [phone] JOB NUMBER: 0 I5-7500 1 14

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322
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320
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BEGIN PROFILE -L- STA 25+55.85 = END PROFILE
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shall be without liability to Kimley-Horn and Associates, Inc. � ,
Copyright Kimley-Horn and Assoclotes. Inc., 2006 `"'� �E (9 19) 677-2000 FAX: [phone]
JOB NUMBER: 015575001 SHEET NUMBER: 15

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shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2006 PHONE: [phone] FAX: [phone] JOB NUMBER: SHEET NUMBER: 0 1557500 I 16

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352
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PI = 45+60.00 END CURB PROFILE LT
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reliance on this document without written authorization and adoptlon by Kimley-Horn and Associates. enc. 8 — RALEIGH 9 NORTH CAROLINA 27636-3068
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Copyright Kimley-Horn and Assoclates, Inc., 2006 PHONE: (9 9) F,77-2000 FAX- (9 19) 677-2050 JOB NUMBER: 015575001 SHEET NUMBER;
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JOB NUMBER:
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DRAINAGE DESIGN DATA
SHEET N0.4
STRUCTURE NO.1 STRUCTURE NO.2 STRUCTURE NO.3
STA -L- 11+80 (LT) STA -L- 11+85 (LT) STA -L-12+65 (RT)
INV OUT = 323.48 INV IN = 32338 INV IN = 32274
EOP ELEV = 326.65 INV OUT = 32338 INV OUT = 32274
TYPE = CB 840.02 EOP ELEV = 326.65 RIM ELEV = 326.88
GRATE: 840.03 TYPE E TYPE = C8 840.02 TYPE = EXIST CB
GRATE: 840.03 TYPE E ADJUST RIM TO
PROPOSED GRADE
SHEET N0.5
STRUCTURE NO.4 STRUCTURE NO.5
STA -L- 17+50 (LT) STA -L- 17+56 (LT)
INV OUT = 31899 INV /N = 3/8B9
EDP ELEV = 32350 INV OUT = 31889
TYPE = C8 840.02 EDP ELEV = 32350
GRATE: 840.03 TYPE F TYPE = CB 840.02
GRATE:840.03 TYPE F
SHEET N0.6
STRUCTURE NO.6 STRUCTURE NO.7 STRUCTURE N0.6 STRUCTURE NO.9 STRUCTURE NO. 10
STA -L- 21+12 (LT) STA -L- 22+10 (LT) STA -L- 22+15 (LT) STA -L- 22+24 (MED) STA -L- 22+43 (LT)
INV OUT = 30825 INV OUT = 308DO INV /N = 30790 INV IN = 306.66 INV IN = 30720
EOP ELEV = 31235 EDP ELEV = 3//55 INV OUT = 30790 INV OUT = 306.68 INV OUT = 30720
TYPE = CB 840.02 TYPE = CB 840.02 EDP ELEV = 3//55 RIM ELEV = 312JO EDP ELEV = 311.60
GRATE: 840.03 TYPE F GRATE. 840.03 TYPE E TYPE = C8 840.02 TYPE = TBJB W/ TYPE = C8 840.02
GRATE: 840.03 TYPE E MH COVER 84031 GRATE: 840.03 TYPE G
EXTRA DEPTH = 0.42
SHEET N0.7
STRUCTURE NO. 11 STRUCTURE NO. 12 STRUCTURE NO. l3 STRUCTURE NO. 14 STRUCTURE NO. 15 STRUCTURE NO. 16 STRUCTURE NO. /7 STRUCTURE NO. l8 STRUCTURE NO. 19 STRUCTURE N0. 20
STA -L- 23+80 (RT) STA -L- 23+90 (LT) STA -L- 24+77 (RT) STA -L- 24+76 (LT) STA -L- 25+04 (RT) STA -L- 25+04 (RT) STA -L- 25+40 (RT) STA -L- 25+36 QTT STA -L- 25+71(LT) STA -L- 25+96 (LT)
INV OUT = 30950 INV IN = 30.3.00 INV OUT = 31035 INV /N = 30750 INV /N = 310DO INV /N (NW) = 30330 INV /N (W) = 30290 INV OUT = 315.00 INV /N = 314.60 INV IN = 313.75
EDP ELEV = 32-95 INV OUT = 30880 EOP ELEV = 313BO INV OUT = 30770 INV OUT = 30798 INV IN (SW) = 307.40 INV /N (NE) = 30486 EDP ELEV = 31825 INV OUT = 314.40 INV OUT = 31355
TYPE = CB 84OD2 EDP ELF/ = 31280 TYPE = CB 840.02 EDP ELEV = 31395 RIM ELEV = 314,00 INV OUT = 30320 INV OUT = 3024/ TYPE = CB 840.02 EDP ELEV = 31825 EOP ELEV = 316DO
GRATE: 840.03 TYPE G TYPE = CB 840.02 GRATE: 840,03 TYPE F TYPE = CB 840.02 TYPE = EXIST C8 RIM ELEV = 314.30 RIM ELEV = 314.40 GRATE: 840.03 TYPE F TYPE = CB 840,02 TYPE = C8 840,02
GRATE: 840.03 TYPE G EXTRA DEPTH = 125 ADJUST RIM TO TYPE = EXIST C8 TYPE = EXIST CB GRATE: 840,03 TYPE G GRATE: 840.03 TYPE G
PROPOSED GRADE ADJUST RIM TO ADJUST RIM TO
PROPOSED GRADE PROPOSED GRADE
STRUCTURE NO. 21 STRUCTURE N0. 22 STRUCTURE NO. 23 STRUCTURE NO. 24 STRUCTURE NO.25 STRUCTURE NO. 26 STRUCTURE NO.27 STRUCTURE NO.28 STRUCTURE NO. 31
STA -L- 25+96 (RT) STA -L- 26+68 (LT) STA -L- 26+68 (RT) STA -L- 26+68 (RT) STA -L- 25+75 (RT) STA -L- 25+76 (RT) STA -L- 25+41(RT) STA -L- 25+17 (RT) STA -L- 28+21(LT)
INV IN (NW) = 31150 INV OUT = 31150 INV IN = 311J5 INV /N = 3/075 INV /N = 30930 INV OUT = 311.48 IAN /N = 31090 INV /N (N) = 30202 INV IN (NE) = 31225
INV /N (NE) = 30975 EDP ELEV = 31495 INV OUT = 3/095 INV OUT = 31055 INV OUT = 30498 EDP ELEV = 31490 INV OUT = 31070 INV IN (E) = 31020 INV /N (E)= 30952
INV OUT = 30930 TYPE = CB 840.02 EDP ELEV = 31585 EDP ELEV = 31625 RIM ELEV = 314.45 TYPE = CB 84OD2 EDP ELEV = 31490 INV OUT = 302D2 INV OUT = 30952
EDP ELEV = 314.00 GRATE: 840.03 TYPE F TYPE = CB 840.02 TYPE = CB 840.02 TYPE = EXIST CB GRATE: 840,03 TYPE F TYPE = CB 840.02 RIM ELEV = 31450 EDP ELEV = 31665
TYPE = CB 840.02 GRATE:840.03 TYPE F GRATE: 840.03 TYPE G ADJUST RIM TO GRATE 840.03 TYPE G TYPE = TBJB W/ TYPE = TBJB W/
GRATE. 840,03 TYPE E EXTRA DEPTH = 070 PROPOSED GRADE MH COVER 84031 MH COVER 84031
EXTRA DEPTH = 7.46 EXTRA DEPTH = 2J3
SHEET N0.8
STRUCTURE NO.29 STRUCTURE NO. 30 STRUCTURE NO. 32
STA -L- 28+80 (RT) STA -L- 28+80 (LT) STA -L- 31+58 (RT)
INV OUT = 3/4.00 INV /N = 31365 INV IN = 31554
EDP ELEV = 317.45 /NV OUT = 31225 INV OUT = 31554
TYPE = CB 840.02 EDP ELEV = 3/6.00 EDP ELEV = 322D5
GRATE: 840.03 TYPE F TYPE = CB 840.02 TYPE = CB 840.02
GRATE: 840.03 TYPE F GRATE 840.03 TYPE F
EXTRA DEPTH = 151
PREPARED IN THE OFFICE OF:
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DRAINAGE DESIGN DATA
SHEET N0.9
STRUCTURE N0.34 STRUCTURE N0.35 STRUCTURE NO.36 STRUCTURE NO.37 STRUCTURE N0.38
STA -L- 38+23 (LT) STA -L- 38+18 (LT) STA -L- 38+23 (RT) STA -L- 38+18 (RT) STA -L- 38+18 (RT)
/w OUT = 33125 INV IN (N) - 33/J5 /NV OUT = 33135 INV IN (N) = 33125 INV IN (N) = 32750
EOP ELEV = 334.70 INV IN (W) = 329B4 EOP ELEV = 334.80 INV IN /W) = 32852 INV /N (W)= 328JE
TYPE = CB 840.02 INV OUT = 32920 TYPE = CB 840,02 INV OUT = 32852 INV OUT = 327.37
GRATE: 840.03 TYPE E EDP ELEV = 33470 GRATE: 840.03 TYPE G EDP ELEV = 33480 EOP ELEV = 335.00
TYPE = CB 840.02 TYPE = CB 84002 TYPE = EXIST CB
GRATE 840.03 TYPE E GRATE: 840.03 TYPE
EXTRA DEPTH = 050 EXTRA DEPTH = 128
SHEET N0.10
STRUCTURE NO.33 STRUCTURE NO. 39 STRUCTURE NO.40 STRUCTURE NO. 41 STRUCTURE NO.42 STRUCTURE NO.43 STRUCTURE NO. 44
STA -L- 40+73 (LT) STA -L- 41+25 (LT) STA -L- 41+25 (RT) STA -L- 40+25 (RT) STA -L- 42+73 (LTJ STA -L- 42+93 (LT) STA -L- 43+25 (LT)
!NV OUT = 335.48 /NV OUT = 33555 !NV 1N = 335JO /NV IN = 33330 /NV IN = 340.16 INV IN = 338.40 INV IN = 338JO
EOP ELEV = 340DO EOP ELEV = 339JO INV OUT = 334.90 INV OUT = 33370 /NV OUT = 340.00 INV OUT = 338.40 !NV OUT = 338JO
TYPE = EXIST CS TYPE = CB 840.02 EOP ELEV = 338.90 EDP ELEV = 33735 EDP ELEV = 343.40 EDP ELEV = 34155 EOP ELEV = 34170
GRATE: 840.03 TYPE F TYPE = CB 840,02 TYPE = CB 84002 TYPE = C8 840.02 TYPE = CB 640.02 TYPE = CB 840.02
GRATE: 840.03 TYPE G GRATE: 840.03 TYPE G GRATE: 840.03 TYPE G GRATE 840.03 TYPE F GRATE: 840-03 TYPE F
SHEET N0.11
STRUCTURE N0. 45 STRUCTURE N0. 46 STRUCTURE NO. 47 STRUCTURE NO.46 STRUCTURE NO. 49 STRUCTURE NO. 50 STRUCTURE N0. 51 STRUCTURE N0. 52 STRUCTURE NO. 52A STRUCTURE N0. 53
STA -L- 46+97 (LT) STA -L- 46+97 (RT) STA -L- 47+46 (RT) STA -Y2- 13+63 (LT) STA -Y2- 13+63 (RT) STA -Y2- 11+/8 (RT) STA -Y2- k+70 (RT) STA -Y2- NO. STA -Y2- NO.
INV OUT = 33890 /NV /N = 338.40 NV IN = 33550 INV OUT = 337(X7 !NV IN = 33535 INV OUT = 339.00 /NV IN = 33790 !NV !N (W)= 33735 INV IN = 33755.0/NY(WI 12336.431
EOP ELEV = 342JO INV OUT = 33820 INV OUT = 326.00 EOP ELEV = 340.45 INV OUT = 327.00 EOP ELEV = 34225 !NV OUT = 33790 INV /N (E7 = 33735 INV OUT = 3-55 INV INV IN (S) = 33633
TYPE = CB 840.02 EDP ELEV = 34190 RIM ELEV = 341.90 TYPE = CB 840.02 EDP ELEV = 34020 TYPE = CB 840.02 EOP ELEV = 34/70 INV OUT = 333 3 INV ELEV = 34050 INV OUT 335!3
GRATE: 840,03 TYPE G TYPE = CB 840.02 TYPE = JB 84031 GRATE: 840.03 TYPE G TYPE = CB 840.02 GRATE: 84003 TYPE F TYPE = CB 840,02 EOP ELEV - 34050 TYPE = CB 840.02 RIM ELEV = 340.75
GRATE: 840.03 TYPE F MH COVER 84054 GRATE, 840.03 TYPE F GRATE: 840-03 TYPE F TYPE = CB 840.02 GRATE 840.03 TYPE E TYPE = EXIST CB
EXTRA DEPTH = 1090 EXTRA DEPTH = 820 GRATE 84003 TYPE E ADJUST RIM TO
PROPOSED GRADE
STRUCTURE N0.54 STRUCTURE NO.55 STRUCTURE NO. 56 STRUCTURE NO. 57 STRUCTURE NO.58 STRUCTURE NO. 60 STRUCTURE NO. 61
STA -Y2- 11+18 (LT) STA -Y2- 11+70 (LT) STA -Y2- H+70 (LT) STA -Y2- 12+11(LT) STA -L- 48+79 (LT) STA -L- 49+25 (LT) STA -L- 49+25 (LT) STRUCTURE
2(RT) STRUCTURE 25 RT) STRUCTURE N�0 6 )
INV /N = 33930 !NV OUT = 33790 /NV IN (W) = 33770 /NV OUT = 33750 INV OUT = 33752 INV IN (N) = 33850 INV OUT = 338B0 1NV OUT = 338!0 !NV /N (N) = 338.00 /NV IN = 46+90
INV OUT = 33930 EOP ELEV = 34/70 NV IN f51 = 33770 EOP ELEV = 34070 EOP ELEV = 34/30 INV /N (W1= 33850 EOP ELEV = 342M EOP ELEV = 34/25 INV /N (W) = 33820 INV OUT =337-55
33735
EDP ELEV = 342JO TYPE = CB 840.02 INV OUT = 337.70 TYPE = CB 840.02 TYPE = CB 840.02 !NV OUT = 33850 TYPE = C8 840.02 TYPE = CB 840.02 /NV OUT = 338Cp INV OUT
= 3.3 5
TYPE = CB 840.02 GRATE: 840.03 TYPE G RIM E= = 4OZI GRATE: 840.03 TYPE E GRATE 840.03 TYPE E EDP ELEV = 342DO GRATE. 840,03 TYPE F GRATE 840.03 TYPE G EOP ELEV = 342.00 TRIMYPE = EXIST C9
GRATE 840,03 TYPE G TYPE = JB 8403! TYPE = CS 840.02
MH COVER 84054 GRATE 84003 TYPE G TYPE = CB 840.02 ADJUST R/1M TO
GRATE:840A3 TYPE G PROPOSED GRADE
SHEET N0.12
STRUCTURE NO.59 STRUCTURE NO.65 STRUCTURE N0.66 STRUCTURE NO. 67 STRUCTURE 80.66 STRUCTURE NO. 69
STA -L- 50+40 (LT) STA -L- 51+77 (RT) STA -L- 5/+76 (LT) STA -L- 54+11(LT) STA -L- 54+11(RT) STA -L- 54+72 (LT)
INV OUT = 341.03 INV OUT = 343,01 INV /N = 342J1 /NV OUT = 34930 INV IN (W) = 34695 INV IN (N) = 346,06
EDP ELEV = 34420 EOP ELEV = 34680 INV OUT = 342JI EDP ELEV = 352.55 !NV /N (SE) = 34455 INV 1N (W) = 346.06
TYPE = CB 840.02 TYPE = CB 840.02 EOP ELEV = 347.40 TYPE = CB 840.02 INV OUT = 34455 INV OUT = 346.06
GRATE: 840.03 TYPE G GRATE: 840.03 TYPE G TYPE = CB 84002 GRATE: M.03 TYPE G EOP ELEV = 352JO EOP ELEV = 35380
GRATE, 840.03 TYPE G TYPE = EXIST CB TYPE = EXIST JB
EXTRA DEPTH = 029 ADJUST RIM TO ADJUST RIM TO
PROPOSED GRADE PROPOSED GRADE
------------
SHEET N0.13
STRUCTURE NO. 70
STA -Y3- 11+99 (RT)
11VV /N (NW) = 350!7
INV /N (N) = 349B2
INV OUT = 353,67
EOP ELEV = 35852
TYPE = EXIST CB
ADJUST RIM TO
PROPOSED GRADE
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH-APOLIIJA 27636-3068
PHONE: [phone]+00 PAX: (9 19) 677-2050
TOWN OF WAKE FOREST
INCOMPLBTS8 I.. 20
PRELIlIl1IdARY�PLANS
DRAINAGE DESIGN DATA
PROJECT:
FRANKLIN STREET IMPROVEMENTS
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PREPARED IN THE OFFICE OF:
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P.O. BOX 33068 - RALEIGH, NORTH-APOLIIJA 27636-3068
PHONE: [phone]+00 PAX: (9 19) 677-2050
TOWN OF WAKE FOREST
INCOMPLBTS8 I.. 20
PRELIlIl1IdARY�PLANS
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PROJECT:
FRANKLIN STREET IMPROVEMENTS
JB N11M9EP.i -111 N FRt
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SAWCUT AND RE'EXLST:ASPHALT PAVEMENT ...
CONSTRUCT Y-6:CUR8 AND GUTTER AT
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rn CURB AND GUTTER AT EXIST ELEVATION
WIDEN EXIST PAVEMENT AT EXIST EXIST ELEVATION
'p SLOPE AND FROM EXIST ELEVATION
-LRT - -LLT -
PI Sto 17+9854 Pl Sto 17+32.35 PI Sto 17+4031
6= 45' 09' 54.7' (RT) p = 45' 47' 54.4' (RT) p = 45' 09' 25.3' (RT)
D = 334'516' D = 3' 34111.4' D = 3' 37' 34.7'
c L = 126125' L = 1.28293' L = 124526'
T =665.45' T = 67795' T = 657.00'
g R = 1,600A0' R = 1k05.D9 R = 1.580.00'
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P1 Sto 17+98,54
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n,= 45' 09' 547' (RT)
A= 45' 47' 54.4' (RT) A= 4509' 253' (RT)
D = 3' 3451.6
D = 3' 34' 11.4' D = 3' 37' 347'
L = 1,26125'
L = 128293' L = 124526'
T = 665.45'
T = 67795 T = 657.00'
R = +,600.00'
R = 1,605.00' R = 1,580.00'
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT PAVEMENT
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PREPARED IN THE OFFICE OF:
- -- - L - TOWN OF WAKE FOREST
Kimley-Horn nvcoa�Ls18 o FRANKLIN STREET IMPROVEMENTS
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v snoree wirn.,�t naonity to Klme� voFz and nssoca-es. ,o- PHONE°'9 19) 67 7-2000 FAX: [phone]',-)
Copyrlg!'.t Klm16y-4111 and Assocfa'eS. Inc., 2005

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DATUM DESUR I PT ION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT %` s
is BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCGS FOR MONUMENT 'OLD DEPOT"
WITH NA083 STATE PLANE GRID COORDINATES OF
NORTHING B I 16 /0509fp CAST IMI 2146M WWI)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT ' TOP
(GROUR0 TO GRID) IS, 0.9999385
THE NG LAMBERT GRID BEARING AND YILUNG AND RESURFACING UY?
LOCALIZED HORIZONTAL GROUND DISTANCE FROM , u
OLD DEPOT" TO -L-Pr STATION 55+57J3 f5 " 3`y` 1 - REMOVAL OF EXIST ASPHALT PAVEMENT
S 60° 45'44D" E 1476J9n%g G `
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES O
VERTICAL DATUM USED IS ANMD 29
PREPARED IN THE OFFICE OF, aieHr: PROJECT:
Kimley-Horn TOWN OF WAKE FOREST
In PLANS10 0 20 FRANKLIN STREET IMPROVEMENTS
REV.flThl REVIUM DAis giof seBY: CHECKED 9Y: and Associates, Inc. ""T" --�
This document, together with the Concepts and designs presented herein, as an Instrument of service. 15 w• on+acn�
Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper ROADWAY PLAN SHEET
reliance on this document without written authorization and adoption by Klmley-Horn and Associates. Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 0I5575001 4
s.h llb,, without Illblllty to Kimley-Horn and Associates. lnc. PHONE: (9 I9) 677-2000 FAX: [phone] doe ruueAa, stiEE�e
Cpyrlgnt Kim'
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MILUNG AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT PAVEMENT
PREPARED IN THE OFFICE OF: '
PRO.;ECT:
— - TOWN OF WAKE FOREST
Kimley-Horn
INCOMPLBTB PLANB
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and Associates, Inc. Pe'
Tht d ge h I n h on—is d d Iq a Ye o f I f l a
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END -LLT- 5a R4l 10+90.38 I ��
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SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 9 +0951
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p =
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D = 14' 19'26Z D = 14"19'262'
L = 2829' L = 2829'
T = 14J5' T = 14J5'
R = 400.W R = 4010,00' REMOVAL OF EXIST ASPHALT PAVEMENT
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h ea e .Po, o, na s�e.ROADWAY PLAN SHEET
068 AEIGH, PIOCCAROL VA 263E 308
IYh + P.O. BOX 33 F. 1bii�SIF, -1-
2005 1E7500 7Copy-'gn

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4J
W
5'SIDEWAL1
s'su�Ewax
ni
,
CB�y
y
CB
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-L-
MILL AND RESURFACE EXIST ASPHALT
PAVEMENT (15')
F-
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r-6
D
4 LF -l5' RCPCB
CBg'
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MILL AND RESURFACE EXIST ASPHALT PAVEMENT (l.S)-_
--_-
=
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N
rn
Z
C&G - ..
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ADJUST EXIST CB ®
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rn
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-
-
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rn
-
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"
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
"
CONSTRUCT l'-6'CURB AND GUTTER AT
EXIST ELEVATION
37+
65ACJ
REMOVE EXIST CURB AND GUTTER
WIDEN EXIST PAVEMENT AT EXIST
SLOPE AND FROM EXIST ELEVATION
SEE SHEET NO.16 FOR -L- PROFILE
MILLING AND RESURFACING LIMITS M ,III
REMOVAL OF EXIST ASPHALT PAVEMENT
PREPARED IN THE OFFICE CF:
Kimley-Horn
a�Een
TOWN OF WAKE
FOREST
PROjEC 1:
---
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FRANKLIN STREET IMPROVEMENTS
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and Associates, Inc.
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ROADWAY PLAN SHEET
w"ho t II 7.Ity
s
1 KI 'ar d A soc.la e r..,.
P.0 BOX 33068 - RALEIGH, NORTH
CAROLINA 2 016 306.5
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Coor,ient K[roy 11111 and As—la+as, 11c.,2005
PHONE: (9 9) 67'-2000
F.AXe (9 197 6r 2050
101s,7eo01
9

Ci
-L-
P/ Sto 39+90.99
,n,= 5'10'05.8'(LT)
D = Z 51'53Z
L = 180.41'
T = 9026'
R = 2.000.00'
M
R
ww— g3
P ? R
SEE SHEET N0.17 FOR -L- PROFILE
MILLING AND RESURFACING LIMITS
REMOVAL OF EXIST ASPHALT PAVEMENT
PREPARED IN THE OFFICE OF: oU— PROJECT:
--- — --.- -- -- -- �- Kimley-Horn TOWN OF WAKE FOREST IN�
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ep1 d Sw edea ,, -- and Associates,
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endo h P c n a o n P d ROADWAY PLAN SHEET
ora r —pt'— b_ eimi_i P_-� a,d c�,00totes.,no, u.0. BOX 3306° - �4ALI ISH, NOR H CAROLINA 2(636-1,o8 aWMaEe� �sueerNUMben:
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car,y'igrr n.miey-H— and Ae lates..nc.,2005 PHONEe (° 197 6C�-2000 '-AX, :9 19) 677 2050

FUTURE PARK/NG � �
BEGIN CONSTRUCTION
-Y to.!l+l
1/6.00 EXIST "
2313 RT I, i I�III,,.III IC I ��R
TIE TO EXISTING 3'R ,SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
- CB 3 R '.I 1
REMGvT EXIST CURB & GUTTER
r® CONSTRUCT 2`6 CURB & GUTTER
AT EXIST ELEVATION (ADD /5'J
1 rI
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1 I' I ,�10 NA� g3
REMOVE EXIST CURB & GUTTER
I
Lr) CONSTRUCT 2'-6'CURB & GUTTER
AT EXIST ELEVATION (ADD 157 I TlE TO EXISTING
R 1 I fOO R
1 ° iR — 165o �1
_CB CB LF -1S RCP Q�
CONVERTS B W/ - - IST P t ft ( _
5
\4 � OVER -Y2- POTSto 12+62.86
1 \ D = 6155'59.2'
REM E EXIST CURB & UTTER AND SIDEWALK 1 \ RETAIN EX/ST SIDEWALK
WIDE EXIST PAVEMENT AT NORMAL CROWN SLOPE 811+9661 I h \ SAWCUT AND REMOVE EX/5T ASPHALT PAVEMENT
4 +q BASE ON CURB PROFI 45+ 5.07 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT 1650 RT - CB \ REMOVE EXIST CURB &GUTTER
44+ 6300 E 61!7 CONSTRUCT Y-6'CURS AND GUTTER REMOVE / C' Q \ PTStQ' 46+47.39 CONSTRUCT 2`6CURB & GUTTER AT EXIST
53 4�.QO 4�i�pLp ACCORDING TO CURB PROFILE I EXISTING CB I PAVEMENT ELEVATION
E IS RCPT' 3 \ ® \ \ 4 LPTlE 6' UTILITY STRIP TO EXIST SIDEWALK
E —EF'1 m 47+/ J 47+ lJ r CB %`- A3 \\ SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
E E 501X1 i RB AND GUTTER Al
(. ��/ 1 \ E �� >� 65'8 \ EXIST ELEVATJONCU
h F RR�KWE EXIST CB
-E
6' S/DEWAIX —.- — c - - - - - - ' 6s, COLLMAND EXTEND a
_ B LF-IS�n
39R Com\ _ 6'S/DEWALK.. \ 4'F �\ � RETAIN
W r-6'C$G a T +0439 ------_ LT C8LLJ
c q® z COyC•.�RON �\ \ ` -
F� - X553 _--- w\®
N = PAVEMENT Ulu AND RESURFACE EXIST ASPHALT P (!5'1
.., EXISTING SIDEWALK lLJ
L0 I
MR �� --- -- E - 14JN l0 49 48P jr ce 61
ji ---
I
Y �� 20 LF l5 RCP
MILL AND RESURFACE EXIST ASPHALT PAVEMENT (I5')Ln
Try 165'8 6yq ® E-
--- — —\---------- r sc
C - g 65'Ri =--'C&G
-6C&c ,6� Ce 23T E O
32 LF-15'RCP O
LLJ EXISTING SIDEWALK CB �R-
JB U4
_ ! 36 LF -15 RCP S/ -to
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
\\\ C s� \mak' 4I
REMOVE EXIST CURB &GUTTER �" r CONVERT EXIST I5 RC - LQ
Z
ti� r . ce ro rale 1-
CONSTRUCT 2"-6'CURB &GUTTER W/ MH COVER. - F ---- -F _- J
AT EXIST ELEVATION (ADD !S'1 5D' TAPER � \ _ � � — - - F - - -
+ 65' R L423-'
V / E E
AN h
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT l Q
CONSTRUCT Y�'CUR GUTT52 5
ER AT REMOVE EXISTING R
EXIST ELEVATION PCStQ. 47+74.47 HEADWALL.EXTEND `C8 \w / 40'R M M
CULVERT, AND CONSTRUCT
NEW HEADWALL 50, TAPER
I
c
6O R 13+7923 \ \ /3+
04 \
REMOVE EXIST CURB &GUTTER
\ °1 AND SIDEWALK
WIDEN EX/ST PAVEMENT AT
I3 T2 NORMAL CROWN SLOPE
o \ n
R BASED ON CURB PROFILE
I /
SAWCUT AND REMOVE EXIST �E PROP SJDEWALK
TO
EX ST XT57 DINT III ASPHALT PAVEMENT
+93 �I I CONCURS PROFILE RB & GUTTER
o P! StQ 47+9290Ply 48+29.36ND C NSTRUCT! N
D = 20 52 38o fRTJ 6 = 20' 54' 026' QT t: ?-�SEE SHEET No. 17 FOR -L- PROFILE
D = 57' 17' 44.8` D = 57' /;-44.B' -Y2- POTStQ.l4f10
T 18.40 L = .48' MILLING AND RESURFACING LIMITS
R = 100.00 T = 188.44'
i
R = 100.00'
... 7 ___—_._..— PREPARED is THE OFRCE OF: REMOVAL OF EXIST ASPHALT PAVEMENT
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ih TOWN OF WAKE FOREST
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iI

O
-L-
P/ Sto 53+5697
p = rr 3r 06J' (RT)
D = 2' 51'530
L = 4020T
T = 2011
R = 2.000AO'
OFFICE OF: -� PREPARED IN THE � Kimle CLIENT;
g .E — y -Horn TOWN OF WAKE FOREST
hl, tl _ B B'. CHEC— BY;
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PHONE: [phone] c 76363',68
Ax: ,0 g
671 2050
—u "tMWt EXIST ASP)
CONSTRUCT 2'-6'CURB AND GUTTA
E.VST ELEVATION (ADD /5')
SEE SHEET N0. I6 FOR -L- PROFILE
MILLING AND RESURFACING UMTS II II IIII,I IIIII�LI till
REMOVAL OF EXIST ASPHALT PAVEMENT
PRoJEC7:
IN�eTa01 FRANKLIN STREET IMPROVEMENTS
PRE1.aMEVAIIY�)�ANS I ��
JOB NUMBER:
O SSS/S'�C� iiSNLJ NUMBEPi 12
17i
N
L
SAWCUT AND REMOVE EXfST ASPHALT PAVEMENT
h
CONSTRUCT !'"CURB ANO GUTTER AT —'
EXIST ELEVATION (ADD IS•J
P
RETAIN EX15T SIDEWAi/(
EMOVE EXfNA SPHALpAVE,yEM
CURB & GTER
6'cuRB & GUTTER AT EXIST
FREMOVEEXIST
VATION (ADD l5')
TRIP TO EXIST SIDEWALK
REMOVE EX/ST SIDEWALK AT EXIST JOINT
TIE PROP SIDEWALK TO EXIST
REMOVE EX/ST HEADWALL
EXTEND
CONSTRUCT 5'CONCRETE /BLAND !SURFACE
+54
32 LF -54• RCP
CONSTRUCT NEW HEADWALL
MOUNTED/
AT EXIST PAVEMENT ELEVATION !ADD IA
TAPER 6'SIDEWALK TO EXIST FIVIDTH
+64
SEE DISTIL ON SHEET 2-A
70+
PDE-----
+ REMOVE EXIST CURB & GUTTER AND SIDEWALK
67I WIDEN PAVEMENT AT EXISTING PAVEMEAT
-
F_ E
,�� SLOPE AND EXISTING ELEVATION (ADD t5')
RETAIN
- _
4
F CLEAN OUT
--------
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5,
---- F-.. 6'SIDEWAIX
EXIST DlT CH
�� 57.00 -
i f CONVERT EXIST
----.--_.
J8 TO CB
CB
54
CB
-------- ---
F
'-----
E
l'i'.C&G
116 (F
®—
6 MILL AND RESURFACE EXIST ASPHALT PAVEMENT
0
—
` 54+50D0
-----
l5• RCP N r0' 48' 23.7" E -
ce :..-
(l57
— ------
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..
I ---
-z
REMOVE EXIST CB
1-S C&G
AND -EXTEND
-�
24'CURB CUT _>
— _..
--_-----_—.
_. C8 ____-_+50
6'S/DEWALK
- -
---
© ___-_-.----- — _ _
----_---- 850
—-------------
_
L
---------
-- —
--.`�50 RT
---
3 RT
14)E
E
E--
51+00
52+75.00
SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
53
50.00
CONSTRUCT Y-6'CURB IJD GUTTER AT
EXIST ELEVAT/ON (ADD l5')
11
ADJUST EX/ST CB
PCSIo. 51+5526
-L-
P/ Sto 53+5697
p = rr 3r 06J' (RT)
D = 2' 51'530
L = 4020T
T = 2011
R = 2.000AO'
OFFICE OF: -� PREPARED IN THE � Kimle CLIENT;
g .E — y -Horn TOWN OF WAKE FOREST
hl, tl _ B B'. CHEC— BY;
i G th Th 0 P tl tl to p �fetl y _L I_
(� e —d h I i{ F 5 �..I G ". Os
T , and Associates, Inc.
i '["—t tt tf IZ + n7 ad0 t p p YImO„y Hor.- n'i A pD P r
tl- h Ibe ity t Icor y� t :n•,t h 010 As I 'es,� c
copy-�9F m
fey -Non na ABS„ lot—.I�,o.. zo0., oo`B' ��. P.O. BOX 33068 - RALEIGH, NORM- -1EOi iNA 2 � ROADWAY PLAN SHEET
PHONE: [phone] c 76363',68
Ax: ,0 g
671 2050
—u "tMWt EXIST ASP)
CONSTRUCT 2'-6'CURB AND GUTTA
E.VST ELEVATION (ADD /5')
SEE SHEET N0. I6 FOR -L- PROFILE
MILLING AND RESURFACING UMTS II II IIII,I IIIII�LI till
REMOVAL OF EXIST ASPHALT PAVEMENT
PRoJEC7:
IN�eTa01 FRANKLIN STREET IMPROVEMENTS
PRE1.aMEVAIIY�)�ANS I ��
JOB NUMBER:
O SSS/S'�C� iiSNLJ NUMBEPi 12

m
$X 3
—r3— POTSt0.13+03A9 SEE SHEET H0.15 FOR —L— PROFILE
MILLING AND RESURFACING LIMITS
3 REMOVAL OF EXIST ASPHALT PAVEMENT
PREPARE- - - '= CE OF: 'LIE -PROJECT:
- -_ - Kimiey-Horn TOWN OF WAKE FOREST
INCOMPLBTB AL.�.VS -
n irP G d 9 P-+c'ISEo Inc. FRANKLIN STREET IMPROVEMENTS
e,:
— an PLAN SHEET
: r v is a Old ci t .. hl.h cnd :m��oaa�
d Associates,
n I + o t
t cocoylu�egrwt� o - e
as:s.ol ayta..tes iitntoe.. ut lnc. nd adopto ciate, i`'TH F-A(�A27 .^ 2� ,�8
3
R A s PHONE: "000zoos

336
334
332
330
328
326
324
322'
--N�l
336
334
BEGIN CONSTRUCTiON
-L- STA 10+63.00 332
IN, EXISTING GROUND LINE AT CENTERLINE
� 330
_�.---,----------_____.._--328
326
320 - -�-
10 11 12
1330
324
322'
SEE SHEET NO.. 4 FOR -L- PLAN 32
0
14 15
3221
328 — — — — — 320 320
326. � 318 318
EXISTING GROUND LINE AT CENTERLINE
324 ��` 316 �'� 316
322 \��\ 314 �'`�` 314
320 320 -- 312
318 318 310
316 316 308
314 -L— FRANKLIN STREET 314 SEE SHEET NO.5 FOR -L- PLAN 306
[phone]
PREPARED IN THE OFFICE OF: -eun
FFCJFCF:
TOWN OF WAKE FOREST
im ey- orn
INCH R"xs O o FRANKLIN STREET IMPROVEMENTS
w -KED e.: R.m � � .
hl s d F t h tho d p I d n f._- and Associates Inc a
a P t 'r- ad o R ROADWAY PROFILE
i m a E r n t n t i. ,ted aaoctio�. Dr n.Tiev Ha as„ooi�ree. ino. P.O. PDX 33,T, EB Pa TIGH, f M1IF, �RGFINA 2 ,6-3068 ,v:nneee Eer HuuaeN
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322 322
320 320
BEGIN PROFILE -L- STA 25+55.85 END PROFILE _
- -L- STA 24+90.84 -Y1- STA 11+86.22 -L-`STA 26+20.87
318EL 313.80 EL 316.56 EL 314.90 318
(-X1.24%
316 ' �+12�3� 3i 316
3%
EXISTING GROUND LINE AT CENTERLINE — — — — _ -- _ -- �
314 . , -- — "-- 314
312 --- — 312
310 310
308 308
306 _ —L— FRANKLIN. STREET _. .... SEE SHEET NO. 6 FOR L• PLAN 306
21 22 _ 23.. 24 25 26 +50
328 328
326 326
324 ,�
l 324
322
i 322
�.--�'''�
320 EXISTING GROUND LINE AT CENTERLINE 320-
318 318
316
316 — -
314 314
312 -L- FRANKLIN STREET SEE SHEET N0.1 FOR -L PLAN 312
27 28 29 30 31 32 +50
PREPARED IN THE OFFICE OF: ttlEyr.
I'RWECi:
Kimley-Horn TOWN OF WAKE FOREST
_ PIN�RaL FRANKLIN STREET IMPROVEMENTS
Trsd - t 9 e and Associates, Inc.
,td d Iy . d , h o "P — ROADWAY PROFILE
a:Ia wIt o t to a i a a., aro > s'T�y-H�rr, and Associates, F.O. BU y 33068 - RALFIC,H, OR -H CAROLINA �ueEe. �.rr�u9Ea
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340
338
�f
336
i
i
334 /
EXISTING GROUND LINE AT CENTERLINE
332
330
328' /
326
340
338
336
334
332
330
328
326
324 -L FRANKLIN STREET SEE SHEET NO.8 FOR -L- PLAN 324
[phone]
346
344
342
340 PI = 38+30.00
EL = 334.10'
VC = 140'
K = 41
1338
PI = 42+50.00 346
_ EL = 341.20'
VC = 100'
K = 113
344
.342
(+X)BO657. —
340
338
336 .,_ — -- --.----'''' 336
—'� EXISTING GROUND LINE AT CENTERLINE
334---(+nb�5i 334
332 332
330 -L- FRANKLIN STREET SEE SHEET NO., 9 FOR -L- PLAN 330
[phone]
PREPARED IN THE OFFICE OF. ��T' 'PROJECT:
_____ — _—__ _._ _� __ Kim1e Ho�'n TOWN OF WAKE FOREST rxcoaaLsre
o 0 20 FRANKLIN STREET IMPROVEMENTS
REV. deo
Associates,
Inc.fld
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and
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o HUMeEAeEa.
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P.O.BOX 33 68 RALEIGH, NO4H ARS INA 27 36 3068
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352
352
350
350
PI = 45+60.00
348
EL = 343.70'
END CURB .PROFILE L7
YC = 200'
-L- STA 47+35.00
K'= 109
EL 341.90
END PROFILE
-L-ITA 48+76.38
348
346
BEGIN PROFILE
EL 341.50
L- STA 47+85.44
EL 341.60
BEGIN CURB PROFILE RT
=L- STa 48+10.91 =
-L- STA 48+87.00
EL 3411.75
346
344
-Y2- STA 12+84.17
EL 343.11
r+10.8065%-»p2asX _
344
342 _____ _---
--- -------
�- -- ------_ _
10j2r f-XIr2i
7
342
340
-�
TEXISTING GROUND LINE AT CENTERLINE
34 0
338
338
336 _
_ ...
._
-L- FRANKLIN
STREET
44
45
_..._ _ .._ .. 46
._. __ ..._.. _ .-. -
SEE SHEET NO. 10 FOR -C- PLAN
47
— _
336
48
49 +50
356
END CURB PROFILE RT
356
354
-L- STA 53+50.00
EL 350.80
354
352
.. -
352
350
r .. ---
PI = 49+80.00
350
EL = 343.10'
348 YC = 100'
K = 159
EXISTING GROUND LINE AT CENTERLINE
a
348
346
__
346
a 344
344
342
342
' 340
-L- FRANKLIN
STREET
50
51_
_
SEE SHEET NO. IIFOR -L- PLAN
52
53
340
54
55 +50
I
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PREPARED IN TUE OFFICE OF:
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1
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9tlr
ih0 it bllB- KI H r j A
r-Yrlght kWdy Ilo , a sa_ ct,.s,j„-20, �.
d ,.c,
F,O BOX 33068 RALEIGH, NORTH
CAROLINA �T zF-3o6a
WW
ROADWAY PROFILE
PHONE: [phone]
FAX, (9 19) 677-2055
e aEa,
o Iss,s�o —IT nuMeEA,
17

m
v
366
364
362
360
358 EXISTING GROUND LINE AT CENTERLINE ✓ / /
356
354
352
350 --L- FRANKLIN STREET SEE SHEET NO. 12 FOR -L- PLAN
+50 56 57
366 326
364 324
3261
324
362 322 322
360 320 \\
\
358 318 \
356 316 ~\�
354 314
35213121
31
+50 11
-Y1- HOLDING AVENUE SEE SHEET NO.6 FOR -Yl- PLAN
310
12 13 +50
352
352
350
320
BEGIN PROFILE—
_ 348
END PROFILE —
-Y1- STA 11+21.22
-Y1- STA 11+86.22 =
-Yl- STA 12+51.22
EL 343.11
EL 315.70
-L- STA 25+55.85
EL 314.30
EL 316.56
318
3%
(+)159
-rr7ii
2�
3/
--316
342
F—'-----.._.
._---�"
314
EXISTING GROUND LINE AT
CENTERLINE
340
�-� --.,,
312
-Y1- HOLDING AVENUE SEE SHEET NO.6 FOR -Yl- PLAN
310
12 13 +50
352
352
350
350
348
_ 348
346,
346
BEGIN PROFILE
-Y2- STA 12+19.17
-Y2- STA 12+84.17 = END PROFILE
-L- STA 48+10.91 -Y2- STA 13+49.17
�•
EL 340.90
EL 343.11
EL 340.80 _
`
344 `� � �
344
(+)159
<-irg3i
342 �'� -�
3/
3�
342
340
�-� --.,,
_,_.--�'``�- 340
338 `
EXISTING GROUND LINE AT GENTERLINE
338
.. —y2— 2—
ELM AVENUE ':
SEE
336.
SHEET. NO. 12 FOR -Y2- PLAN 336
10 11
12
13 14
15
PREPARED IN THE OFFICE OF: -"'"' PROJECT:
Kimley-Horn TOWN OF WAKE FOREST
FRANKLIN STREET IMPROVEMENTS
� INCOMPL6TS PLAN'S IC
and Associates, Inc.
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FR4NKLlN STREET IMPROVEMENTS IJ
INCOMPLETE PLANS
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END CONSTRUCTION
CONSTRUCTION
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GRAPHIC SCALE
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PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
VIVIAN A. JONES
MAYOR

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