20051456 Ver 1_Complete File_20050801

V 4A T l?-qQG
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 21, 2005
Robert L. Massengill, PE
City of Raleigh, Public Utilities Department
PO Box 590
Raleigh, NC 27602
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 20051456
Wake County
Subject Property: City of Raleigh, White Oak Sewer Replacement
UT to Crabtree Creek [03-04-02, 27-33-(10), C NSW (nutrient sensitive)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Massengill:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 13 feet of streams and 2,918 square feet (fe) of protected riparian buffers for the purpose of a
sewer line at the subject property, as described within your application dated July 14, 2005 and received by the N.C.
Division of Water Quality (DWQ) on August 1, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows
you to use Nationwide Permit(s) 12 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 2B
.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 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 (Units) Plan Location or Reference
Stream 13 feet Sheet 3 of 19
Buffers 2,918 (square ft.) Sheet 3 of 19
2. Buffer Mitigation
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 8,754 square feet as required under this
401 Oversight/Express Review 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.st ite.ne.us!ncwetlands
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Robert L. Massengill
Page 2 of 3
9/21/05
Authorization Certificate and 15A NCAC 2B .0242. We understand that you wish to make a payment into the
Riparian Buffer Restoration Fund administered by the NC Ecosystem Enhancement Program (EEP) to meet
this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet the
mitigation requirement. In accordance with 15A NCAC 2B .0242(7), this contribution will satisfy our
compensatory mitigation requirements under 15A NCAC 2B.0233(10). Until the EEP receives and clears
your check (made payable to: DENR - Ecosystem Enhancement Program Office), no impacts specified in this
Authorization Certificate shall occur. The EEP should be contacted at [phone] if you have any
questions concerning payment into the Riparian Buffer Restoration Fund. You have one month from the date
of this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes
payment into the Riparian Buffer Restoration Fund to compensate for 8.754 ft2 of required riparian
buffer mitigation for impacts to 2,918 ft2 of protected riparian buffers; 03-04-02 river and 27-33-(10)
stream index."
3. 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 2B .0233 and GC 3374.
4. Sewer Systems
The project shall comply with 15A NCAC 2H.0219(i)(2)(G) and all other State, Federal and local sewer
system regulations.
5. Temporary impacts
All temporary impacted areas shall be returned to the original grade (except Zone 2) after construction is
complete or within 6 months of the establishment of the crossing, which ever is sooner, and the various
sites shall be stabilized with natural woody vegetation and/or grass (except for the 20 ft. permanent
maintenance areas of permanent utility crossings) and restored to prevent erosion. If the crossings are not
restored as described above within the specified time above, additional written approval from this Office
must be obtained to modify this condition.
6. 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.
7. No Waste, Spoil, Solids, or Fill 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.
Robert L. Massengill
Page 3 of 3
9/21/05
8. 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.
9. 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 Oversight/Express Review Permitting 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 hearing. 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.
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 3 and 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 213 .0233. If you have any questions, please
telephone Deborah Edwards or Ian McMillan at 919-733-1786.
AWK/dae
Enclosures: GC 3374
Certificate of Completion
EEP Notification
Sincerely,
af r v "
17-1 Alan W. Klimek, P.E.
cc: Mark Fisher-WK Dickson, 3101 John Humphries Wynd, Raleigh, NC 27612
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 20051456 WhiteOakS ewerReplacement(Wake)401+NBR
?OF WATF9Q Michael F. Easley, Governor
\O 6- William G. Ross Jr., Secretary
? North Carolina Department of Environment and Natural Resources
-1
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 213 .0242, City of Raleigh has permission as outlined below to impact
protected Riparian Buffers for the purpose(s) of constructing the proposed sewer line replacement in
Wake County. All activities associated with these authorized impacts must be conducted with the
conditions listed in the attached certification transmittal letter. THIS PERMIT IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
DATE: 9/21/05
LOCATION: City of Raleigh, White Oak Sewer Replacement
DWQ PROJECT NO: 20051456
COUNTY Wake
BASIN/ STEAM INDEX 03-04-02/27-33-(10)
As required by 15A NCAC 2B .0233(9), you are required to compensate for the above impacts through
the restoration or enhancement of buffers as outlined below prior to conducting any activities that impact
or degrade the waters of the state.
Impacts:
2,918 Square feet of Riparian Buffers
Mitigation:
8,754 Square feet of Riparian Buffers
One of the options you have available to satisfy the compensatory mitigation requirement is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please
sign this form and mail it along with a copy of your Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you
upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL
YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE
ECOSYTEM ENHANCMENT PROGRAM.
Signature Date
ECOSYSTEM ENHANCEMENT PROGRAM
152 Mail Service Center
RALEIGH, N.C. 27669-1652
[phone]
401 Wetlands Certification 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/ncwetiands
One
Carolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
community infrastructure consultants
July 29, 2005
Ms. Debbie Edwards
North Carolina Department of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Blvd. Suite 250
Raleigh, North Carolina 27604
RE: Army Corps of Engineers Pre-Construction Notification and 401 Permit
Alexander/White Oak Sewer Replacement
City of Raleigh Public Utilities Department
WKD # 10640.57.RA
Dear Ms. Edwards:
AUG 1 - 2005
DENR - WATER QUALITY
VJETLANDS AND STORWJATER BRANCH
The City of Raleigh Public Utilities Department has contracted with W.K. Dickson & Co., Inc. for design of
approximately 1,500 LF of 8 inch gravity sanitary sewer line. Total land disturbing activity is estimated to be
1.16 acres. Total stream disturbance is less than 150 linear feet combined, as only an aerial crossing of the
stream will be required.
Topological and geological conditions prevent this crossing from containing only one joint or section of
pipe. The sewer line must cross the stream at a wide reach and, even with the perpendicular crossing one
joint of pipe would not provide sufficient length.
The proposed construction corridor comes within 10 feet of the stream. Given that both sanitary sewer lines
and streams tend to flow to the lowest points in a concerned watershed, this conflict is likely to be
common. Moreover, the depth and location of the relevant rock profile provides only a small corridor in
which in would be feasible to construct without mandating blasting in an urban area. As discussed at our
field meeting on July 12`h, the construction corridor does enter the Neuse River Riparian Buffer Zone 1, for
which payment into the NCEEP Buffer Fund is proposed as mitigation.
City regulations mandate a 20-foot easement for maintenance of sanitary sewer lines. The regulations are to
ensure that proper space is allocated and cleared so that it is possible to get maintenance equipment to
manholes. The mandated 10-foot easement would allow blockage of sanitary sewer lines by tree roots
growing at the edge of easements, and would not provide adequate room to maneuver around manholes set
above flood plains.
These unavoidable and necessary circumstances are in conflict with Articles 1, 3, 4, 5, 6 and 15 of the
Water Quality Certification 3374 (WQC #3374). Mindful of these stipulations, we, therefore, propose a
rigid and conservative design to protect and safeguard the stream in the event of line failure or leaking pipe
joints. For the aerial crossing, the sewer pipe will be restrained joint and encased in steel encasement pipe
sealed on either end. Full sediment control measures will be in place to prevent sediment from running off
in to the stream, and the access corridor will be reseeded after construction activities to prevent post-project
sediment runoff.
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In order to complete this project, it is out understanding that Nationwide Permit 12 will be required before
work can commence. Please find seven copies of the following items enclosed for your review and
approval:
Pre-Construction Notification
Full Size Copies of the Plans with Cover Sheet
Letter of Acceptance from the NC EEP
Attachment A - Vicinity Map
Attachment B - Affected property owners with PIN's
Attachment C - Soils Map of Site
Attachment D - Soils Classifications for Soils Within Project Area
Attachment E - Conditions of Certification for GC 3374 review
Please note that the stream crossing is shown on plan sheet 3.
We trust this request is both justified and well received by your agency. Please advise if you need any
additional information for our request to be considered and hopefully accepted. If you have any questions
or concerns, please don't hesitate to contact us at [phone].
Sincerely,
W.K. Dickson & Co., Inc.
Mark W. Fisher
Enclosures
cc: Robert Massengill, City of Raleigh Public Utilities Department w/ attachments except plans and
specs
File 10640.57.RA I w/ attachments except plans and specs
Office Use Only: Form Vcrsion March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Pen-nit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW12, GC 3374
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
t Area of
4), and the project is within a North Carolina Division of Coastal ManageD
Environmental Concern (see the top of page 2 for further details' c
II. Applicant Information % AEG I - 2p05
"
15
1. Owner/Applicant Information oEpS pJSSQA
pOlslm
Name: Robert L. Massengill, PE
Mailing Address: City of Raleigh,Public Utilities Department
P.O. Box 590
Raleigh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Robert. Massengill C(?ci.raleigh.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark Fisher
Company Affiliation: WK Dickson
Mailing Address: 3101 John Humphries W nd
Raleigh, NC 27612
Telephone Number: 919-782-0495 Fax Number: 919-782-9672
E-mail Address: mfisherwkdickson.com
Page 5 of 12
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:_ Olde Raleigh Sewer Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Please see Attachment B
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Project Site is near the
intersection of Glenwood Ave. and Alexander Dr between Wade Ave and St Mary's St
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° 48' 24.06" ON 78° 38' 43.73" °W
6. Property size (acres): 1.13 Ac
7. Name of nearest receiving body of water: Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin snap is available at littp://li2o.eiir.state.iic.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing conditions in the area can best be described as
quarter-acre residential.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
project will entail the installation of a sewer line between the stream and nearby houses.
Work involve trenching, and backfilling operations as well as clearing and grubbing.
Backhoes, dump trucks, and small bulldozers will be used to complete this work.
11. Explain the purpose of the proposed work: The proposed sewer line will be installed to
bypass an existing line that runs underneath houses. The existing line is old and has partially
collapsed in several locations.
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 pen-nits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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,
pennanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impact will be limited
to one aerial crossing of a stream.
Page 7 of 12
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)

Total Wetland Impact (acres) 0.0
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 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
1 Unnamed Trib. Aerial Crossing Perennial 17' 13' .01

Total Stream Impact (by length and acreage) 13' .01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number

(indicate on ma

Name pplicablle) Watee)
(if applicable)

Type of Impact Type of Waterbody

(lake' pand estuary' sound bay'
ocean, etc. Area of

Impact
acres

Total Open Water Impact (acres) 0.0
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.01
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.0
Total Stream Impact (linear feet): 13
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 detennined 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., darn/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 stonnwater 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
infonnation related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The footprints of nearby
structures as well as tonogranhv dictates that the sewer aliunment follow the nronosed alignment.
Should the alignment be shifted to the north of its current location, the sewer easement will
require the condemnation of buildings. An erosion control plan has been established to prevent
sediment loading, and no temporary stream crossing will be used.
VIII. Nlitibation
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, 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 detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much infonnation 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.
Payment in to the NCEEP Riparian Buffer Restoration Fund is proposed.
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 detennine availability, and written approval from the NCEEP indicating
that they are willing to accept payment for the mitigation must be attached to this form. For
additional infonnation regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wip/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0.0
Amount of buffer mitigation requested (square feet): 2,918
Amount of Riparian wetland mitigation requested (acres): 0.0
Amount of Non-riparian wetland mitigation requested (acres): 0.0
Amount of Coastal wetland mitigation requested (acres): 0.0
Page 10 of 12
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.
1. 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 )? 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 2,918 3 (2 for Catawba) 8,754
2 1.5
Total 2,918 8,754
* 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 cdbe of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. Payment in to the NCEEP Riparian Buffer
Restoration Fund is proposed.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stornwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Impervious area will not be changed.
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://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: No, the
project area cannot accommodate additional growth. The sewer replacement project is in an
existing development with no vacant lots.
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).
_/Cf-o
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
07-28-'05 15:51 FROM-DENR-EEP
9197152219
--SEcos stem
PROGRAM
July 28, 2005
Bryant Green
WK Dickson
3101 John Humphries Wynd
Raleigh, NC 27612
Project: Olde_Raleigh Sanitary Sewer Replacement Project
T-321 P02
QAUG 1 - 2005

DENR - WATER QUALITY
ViEWDS AND STOfMAYVATER BRAIXIi
County: Wake
U-683
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Pertnit/401 Certification within this time frante, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/4011CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Ri arian . Non-Riparian Coastal b4arsh Cold Cool Warm
Neuse 0 0 0 0 0 0 2,913 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
W to D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Andrea Wade, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
R-st-or4ty... Edwtcuifg... Prot" Ottr ftatt/
.
A A
WENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Ralcigh, NC 27699.1652 / 919-715.0476 / vnvw.ncccp.net
27
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Olde Raleigh Sanitary Sewer Replacement
? 4 _ Map
Vicinity
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Attachment B - Affected Property Owners

Name of Affected Property Owner Affected Property Owner's Mailing
Address* Street Address of
Affected Property
Pin Number Deed Book Page and
Number
LAURA MORGAN AND STEVE HUNTER 1805 WHITE OAK ROAD WHITE OAK ROAD 170448914 DB 11205 PG 1603
GAYE P. TAPP 1803 WHITE OAK ROAD WHITE OAK ROAD 170448913 DB 6953 PG 776
RONALD & NANCY NORMARK 1811 WHITE OAK ROAD WHITE OAK ROAD 170448926 DB 2350 PG 2221
BRETT L. WILSON 1813 WHITE OAK ROAD WHITE OAK ROAD 1704580343 DB 6677 PG 311
DAVID & NANCY STEWART 1817 WHITE OAK ROAD WHITE OAK ROAD 170458046 DB 3096 PG 9
MICHAEL & KATHLEEN SOUTHERN 1819 WHITE OAK ROAD WHITE OAK ROAD 170458150 DB 3417 PG 381
IOSEPH C. PURCELL 1821 WHITE OAK ROAD WHITE OAK ROAD 170458152 DB 267 PG -E-
JEFFREY NEUBAUER 1823 WHITE OAK ROAD WHITE OAK ROAD 170458165 DB 3094 PG 467
WILLIAM & JULIE UPCHURCH 1810 GLENWOOD AVENUE GLENWOOD AVE 1704489304 DB 3157 PG 359
WILLIAM & JULIE UPCHURCH 1810 GLENWOOD AVENUE GLENWOOD AVE 170448847 DB 3193 PG 230
JEFFREY & KATHLEEN PERKINSON 1816 GLENWOOD AVENUE GLENWOOD AVE 1704488445 DB 5540 PG 147
BENJAMIN & CARRIE YORKER 1818 GLENWOOD AVENUE GLENWOOD AVE 1704488501 DB 10273 PG 1455
IRWIN & ANN ROVNER 1902 ALEXANDER ROAD ALEXANDER ROAD 170448864 DB 2577 PG 353
HAROLD & JANE GREENE 1904 ALEXANDER ROAD ALEXANDER ROAD 1704489711 DB 2568 PG 219
GEORGE ELLIASON 1908 ALEXANDER ROAD ALEXANDER ROAD 170458072 DB 7344 PG 470
RUSSELL F. FOX, HEIRS 1910 ALEXANDER ROAD ALEXANDER ROAD 170458076 DB 203 PG -E-
GEORGE & VIKKI EARP 1914 ALEXANDER ROAD ALEXANDER ROAD 170458183 DB 11097 PG 1055
ROGER & ERIEEN THOMPSON 1916 ALEXANDER ROAD ALEXANDER ROAD 1704581885 DB 3655 PG 173
VICTORIA GEORGIOU 1917 ALEXANDER ROAD ALEXANDER ROAD 170448974 DB 2128 PG 296
IANA ANTOS & MICHAEL ANDREWS 1918 ALEXANDER ROAD ALEXANDER ROAD 170458284 DB 8835 PG 1485
AMESHIA MELTON 1920 ALEXANDER ROAD ALEXANDER ROAD 170458289 DB 7678 PG 684
GEORGE & JANE LASLEY 1922 ALEXANDER ROAD ALEXANDER ROAD 1704583932 DB 3067 PG 12
CHRISTOPHER SMITH 1924 ALEXANDER ROAD ALEXANDER ROAD 1704583984 DB 9074 PG 1
KIMBREL & ALICE WARREN, ET AL 1926 ALEXANDER ROAD ALEXANDER ROAD 170458492 DB 6811 PG 542
BRIAN & SARAH KETCHEM 1928 ALEXANDER ROAD ALEXANDER ROAD 170458.195 DB 10.137 PG 1726
FRED WOOD & RALPH MCDONALD UNKNOWN ADDRESS WHITE OAK ROAD 1704581581 DB 2445 PG 47
* =All known property owner addresses
are in the 27608 zip code
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CeD - Cecil sandy loam, 10% to 15% slopes
CeC2 - Cecil sandy loam, 6% to 10% slopes, eroded
Ce132 - Cecil sandy loam, 2% to 6% slopes, eroded
Attachment E - Conditions of Certification
The following applies to all relevant Conditions of Certification as established in
WQC #3374.
1) The proposed activities do not comply with all conditions of the certification,
which is why a written concurrence is sought.
2) Please find the proper fee enclosed
3) The project impacts less than 150 linear feet of stream, negating the need for
mitigation. Proposed impact to Neuse River buffer to be offset by payment in
to the NC EEP Buffer Restoration Fund.
4) The construction corridor passes within 10' of the stream on several
occasions. Proper erosion control has been provided, and the corridor will
be re-seeded after construction to prevent post-construction runoff. Payment
in to the NC EEP is proposed for buffer impact mitigation.
5) There are some stream crossings that are too wide to be crossed with only
one section of pipe. However, encasement is being provided to safeguard
the steel aerial crossing.
6) This project is within the Neuse River watershed. The majority of the project
is within the Zone 2 buffer area, however a small portion is within the Zone
1 buffer area. Written concurrence is sought from the NC DWQ.
7) Measures will be taken to prevent live or fresh concrete from coming in to
contact with stream waters.
8) No herbicides will be applied to this project.
9) Rip-Rap will only be applied to areas directly affected by installation of the
sewer line. No extraneous pipe will be installed.
10)An erosion and sediment control plan has been submitted.
11)AII sediment and erosion control measures placed in the waters will be
removed at the end of the project.
12) No species will be planted.
13) No long term use of fertilizer is proposed, however a small amount may be
used to ensure the success of the proposed replacement vegetation.
14)The construction corridor does not exceed 40' at any point in the project.
15)The permanent easement exceeds 10' of total width. A 20' width is
necessary for the City of Raleigh to maintain the line, and would prevent tree
roots and other concerns from conflicting with the sewer and its permanent
easement. The entire project will be re-seeded after construction to offset any
runoff issues.
16)The project is crossing no wetland areas.
17)There will be no change in pre-construction stream contours.
18) No environmental document is required.
19)The project is not in a coastal county.
20)There is no compensatory mitigation required for wetland impacts.
21)There is no compensatory mitigation required for wetland impacts.
22)AII other relevant state and local permits will be acquired.
W.K. DICKSON & CO., INC.
37764
Invoice Number Date Voucher Amount Discounts Previous Pay Net Amount
Permitting Fee 7/13/05 0065185 200.00 0.00 0.00 200.00
North Carolina Division of Water Quality
Totals 200.00 0.00 0.00 200.00
2 5
~ ~ GEORGE ELLIASON ~ ~ ~i~~` ~ ~ - a RU`.SELL F. FOX, HEIRS ~ ~ ~ 1
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INSTALL 4 - ;BRIAN & SARAIj-KE1 /
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REV. N0.1 DESCRIPTION DATE
REVISIONS
PROJECT MANAGER
M.FISHER
DRAWING SCALE
1"
3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612
WK [phone]
DIC'SON Office Locations:
community Infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DESIGN BY
PROJECTCT DATE
6/05
PPRBIDDING
APPROVED BY
M.FISHER
PROJECT NUMBER
10640.00.RA
CONSTRUCTION
FILE NAME
SHEETS 3-9
PLOT DATE
06/02/05
RECORD DWG.
t
i �• �. :.JI'. :: � "" SJ11Ri Air3 t. fi�\ ., i�:; i _'�
OLDS RALEIGH SEWER REPLACEMENT
FOR THE
PUBLIC UTILITIES DEPARTMENT (CORPUD)
RALEIGH, NORTH CAROLINA
2a Q D GRAPHIC SCALE 20 40 " I
SEWER SERVICE PLAN
( IN FEET )
1 inch = 20 ft.

N_
zz Q rY~
03~ Wo moZ
a ELEVATION VARIES REFER TO PROFILE
~W~ 1" LEIIE~'INu MINIMUM A/G ~~JEIGHI
~o~ ~ i--', FRAME zRZ MANHOLE FRAME AND COVER WUO RECESSEL ~ ._L~~-~ 1 covER Igo FOR STANDARD MANHOLE FRAME AND COVER 10
~~Q /C~ \ rarAL a3R o~s 0 - ~ 7s' T
W F- pF Rq y, ~
~ ~ w / ~ ~ 1 7 8.. o ~ ; ~ / o ~ ~ i / 1 ) ~ 3 -1" DIA~ HOLES - ~ Fi / I 2'-0° I MANHOLE STEP p, ~ X d r n.. ~ ~1
o / ~ ~ ~ ~ Ar Izo° COVER 120 Ibs. MINIMU'~ bs. MINIMUM ~ ~ ~ ~ I
F~~ ~ ~l ~ , ~ ~ - ~ V' 1.. ~ _ ~ I ~ ~ ~ ~d ~ ~ i
~zo 1~ ~ ~ ~ 'l ~ ~a 2 /~Q
d- A ~ ~ ~ ~ ~ 'i ~ 1 4.. W JN i Ii ~ \1 1 / n ~~za 1 ~ ~ ~ QV ~ ~ ~ 5/8 / ~ A NEW MANHOLES USE AN APPROVED BITUMINOUS 0 ' I ~-i \ BASE SEALANT THAT SHALL Nf APPLIED TO ~
H~o i i i I ! ~1 l?; '~I l 0 0 ~ `--t-- ~i ~ ~ ~ ~ r p ~ THE TOP OF THE CONE SECII~)N TO PROVIDE y a
I! ~ A WA CA L, ~ TER TIGHT SEAL.
w ? ~ ~ ~ ~r ~ ~ ~ ~ I ~ , ~ ~ J ~ , ~ MANHOLE CONE AND BARREL
~U~ ~ i ~w~~ ~1 / I TYPICAL LIFTING DEVICE SECTIONS SHALL BE AS PER d N.C.D.O.T. STA NDARD 840.67
ttUWm ~ ~ AND ASTM STANDARDS
$ o o i ~ ~ 4~, J ~ Q N U ~ ~ T 4'TO 6'DIA AS REQ'
,FJW ~ ~ j~ / U Z ~ 9 T SEE PART II, D,5 ECCENTRIC M.H. CONE MAY BE USED ON 8", 10", AND ~ ~ w 12" SEWER MAINS. MANHOLE NEEDS TO BE ABOVE 10
~ 26 3/4" ~ ~-C a m 4 "0" RING SEAL
dZOO ~ ,n UpFV V' p I ~ ¢ OR RAM -NECK YEAR FLOOD PLAIN AND VENT TO BE 1' ABOVE 100 4" - ~ ~ YEAR FLOOD PLAIN. WHEN MANHOLE TOPS ARE IN
~Wmw ooom PLAN ~ j 6 EXCESS OF 3' ABOVE GRADE, STEPS MUST BE E 9 d RUBBER BOOT
N dJ YddQ 10 PROVIDED. SEE STANDARD S-28 FOR STEP DETAIL. IN ~ ~ 4° NON TRAFFIC AREAS, TOP OF FRAME AND COVER
OUNN Z .J SHALL BE INSTALLED A MIN. OF 1' ABOVE FINISHED ® GROUND SURFACE.
YOUW _ ~8 I~~ ~F?tn
QQOZ 26 1/4° + ~ LATERAL IN VERT SHALL
~~~w 1 3/8° ~E~ NOT BE LOWER THAN
~WZ~ a~o~ }~NQ MAIN SPRINGLINE. 6,.
d UYZ - UD~tli ~ n ~ ~ ^ n n WHEN MANHOLE TOPS ARE IN
v 7 1/2" J, GASKET IN VERTICAL EXCESS OE 3' ABOVE GRADE
r OUTSIDE SIPS MUST BE PROVIDED.
I> , FACE C]F COVER SECTION A-A SEE STEP DETAIL 7 g" 10
~ RING MUST BE
28 1 /4" ANCHORED IN
24' ACCORDANCE SEE SEWER DESIGN, SEC. D,
3^ ~a~ FRAME 182 Ibs. 26 3/a° WITH 2 ~ ~ PARAGRAPH 5 OF PUBLIC UTILITIES i a a Q HANDBOOK
34` 10 ~ d
7 1/2" 7 1/2"
24° A ~ - I ~ ~ A MIN. " I ~ 9 COMPACTED X67 STONE
~ ~ ~ BASE TO BE INSTALLED
I ~ ~ , r ~ ~ ~ ~.v ~ UNDER NEW MANHOLE.
1° 28" ~
. i f - - IN NON TRAI FIC AREAS, TOP OF
~ ~ 5~ 8" ~ ~ j J ; FRAME ANI~ COVER SHALL BE
STAIIyL~ ~S ~ i DEL RED 33° ~ ` ~V ~ INSTALLED n ~ ` ~ ~ MIN. OF 1 ABOVE ~ FINISHED GROUND SURFACE.
~ ~ ~ , rr ;r ' S/G"X3" LAGSHI Tl PIS F~~ Llr TIPv~, DE ~ DRILLED I1~TU ,I "X3" LAGSHIELD iN HERE ~ ~~d ~ _LED INTO CANE OR RING WITN A ~ ~
I LAG~HIELDS ~NL~i MAY BE USED OR ANCHOR SUNK T -TOP UT cc~:~EK IPJ RUAD'~~AY APPLICATIONS, AND 5/8"X3" HN a HOR SUNK TD DESIGN DLPTH, ~ ~ ~ a
5/8"X3" HST DIPPED n NOTE: REFI I2ENCE PUBLIC UTILITIES HANDBOOK
GALVANIELI _ I VANIEL. ar. T ~fJL
MEASUREMENTS IN INCHES wasHL4~ HLR
~ MANHOEE FRAME AND WATERTIGHT COVER 2 STANDAR D MANNO~E COVER
NOT TO SCALE NOT TO SCALE 3 STANDARD PRECAST SANITARY SEWER MANHO~_ E
~ O NOT TO SCALE
4"
L
i
EXTEND OVER INVER a_ . n..~...
a a' o ~~A
r . EXISTING SEWER MAI ° ' % I
/ ~ p
~I, ~GRIJUT 4~ ~ i ~.,,a ' - - i MANHOLE BASE SECTION
--r----- NEO p / ~ I 5~, NEOPRENE BOOT
i~ a -EXPANSION BAND
~ '~I i
_ ~ I " 1 i i l GROUT AROUND PIPE-TO A BE FLUSH WITH INSIDE
- _ ~ t ~ ~ ~ ~ . I ~1 4 FACE OF BASE SECTION
~ ~ ~ I ~ ~ ~ c.i.. ~ ~I ~ ~ . ~ GRAVITY SEWI GRAVITY SEWER I i 3" MAX. ~ 0 ~ " L' ~ ~ ~ ~ ~ 0
EXISTING MANHOLE K ~ ~ ~ ~ ~ ~a ~ ~ ~ ° ~ ~ ~ ~ ~ ~ o o ~ ° o T ° ~ I o a a ~ 19„
h MANHOLE INVERT A
RAMP OWN TO
, ~ \ SECTiUPJ AT RIGHT ANGLE TD EXISTING MAIN GRAVITY SEWER ~ ~ EXISTING BENCH ° ~ ~ ~ / - ~ I o o o. PLAN SIDE ELEVATION
~ ~ ~ ~ I PIPE CI WITH GROUT EXISTING ~ ~ ~I , ~-'-0" FLR 8" TU 12" MAINS PIPE CLAMP
BENCH ~ ~ - i \ -0 FUR 15 T~ ~0 MAINS I ° ° ° ° ° ° SLIP RESISTANT CLEATS
V ~ ~ - _ ~ ~ ~ / _ - ~rcl
_ , ~ ~ ~ ~ ~~a~ ~ u " FUR 36" T E 5 4' f i A ~ N., ° v v v" v v
CORED HOLE W ~ ~ ' - C~~~nnnn~nnns~_
NEOPRENE BOOT ~ A.. ~ ~ ~ ~ ~ ~ NUTES~ ~ ° ~ ~ Q 6 'o 1
~a 1, FLNW SHALL BE MAINTAINED ~ ~ o 1 : ~ ~ ~ ` DURING CONSTRUCTION. a 9.
GRDUT 12"
T T 2 HI T o S DE AIL ~ BE USED
WHEN A 6° QR LARGER I~~ fl~ ~ : ~ ~ N f, I' NOTES: ELEVATION 1. MATERIAL SPECIFICATIONS: NEOPRENE BOOT -ASTM C-923; PIPE #3 OR #4 REBAR
LATERAL NECESSITATES ~ ~~6 i'~ , 6 ~a~~ 1. \ ~ ~ I CLAMP & EXPANSION CLAMP - S?AlNLESS STEEL, ASTM C-923.
C~NSTRUCTIDN ~F A NEW 2. TWD PIPE CLAMPS REQUIRED FOR PIPE O.D.'S 15" AND LARGER.
MANHOLE, i ~ ~ SAW TD CUT SPRINGLINE 2 - CORROSION RESISTANT MATERIAL
3, SEE STANDARD DETAIL (RUBBER, PLASTIC}
3/10, FUR PRECAST MANHOLES, ,
4, THE CGNTRACTGR SHALL ~ ~ c ° ~ ° ° a I
PROVIDE A MINIMUM 6" COMPACTED o. ~ a ~ _ .a p I i
# 67 STONE BASE EXISTING SEWER MAIN; 5. FOR USE ON DIP AND PVC ONLY. ~ e
CORPUD HAS GRANTED APPROVAL SECTION ALONG CENTERLINE ~F EXISTING MAIN
FOR LOCATION ADJACENT WHITE sea?,~
~ CONNECTION TO EXIST. MANNOEE DETAIL OAK ROAD. SECTION A-A ~TtTG'1~~I~
6 ~0 NoT To scALE 5 STANDARD MANHOLE INSTALEATION OVER EXISTING SEWER MAIN 10 6 STANDARD MANHOLE BOOT
~ O NOT TO SCALE
NOT TO SCALE ~ STANDARD SUP RESISTANT MA(~HO~E STEP DETAIL
10 NOT TO SCALD
~auihpl~ 1
i PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR 7DATE 'dOQp
M. FISHER NO SCALE RALEIGH, NC 27612 MH BY PROJECT DATE WhWK [phone] APPROVALS DRAWN AMH OLD RALEIGH SEWER REPLACEMENT 10
/ROW 06/05 FOR THE DETAIL
APPROVED BY PROJECT NUMBER WDICKOF!"3 0 N BIDDING SAL ffice Locations; ff O
r f REV, IVfl, DESCRIPTION FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION f~7 ds DATE m t
DETAILS SHT,10-12 06/02/05 South Carolina Florida REVISIONS RECORD DWG. S RALEIGH, NORTH CAROLINA
L PUBLIC UTILITIES DEPARTMENT (CORPUD) 19
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NOT TO SCALE
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11
EV. No. DESCRIPTION DATE
REVISIONS
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FINAL V
BACKFILL
I
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INITIAL
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1. FOR TREi,.,--ES REO-iRIVI SHORING At`C =--: -iMENSIONS - -
BE TAKEN zROM THE .%S'=E FACE OF -= -_- AND BRAG11::,
_. NO ROCKS OR SOU' -DESS OR LARGE.= IN INITIAL
-- _ MATE^"'.L -=LL BE SUI--�_- ERIAL.
=- 5.% SHALL BE TAV ED IN 6" 1_IETS -_-__ = AREAS, 12
--- EiC AREAS.
2 TYPICAL TRENCH BOTTOM N," NSIONS FOR
11
SDR 35 PVC GRAVIT`' PIPE
SPRING UI
OF PIPE
PAVEMENT OPTION
BE 2` DEL❑`N;'
\hIHEN SEWEP CLEAN = T IS IN iEMENT
IT MUST Bi INSTALL TNSIBE LVE
COMPACTED BACK FILL
%R /'�'C� 7'"7
SPE AP - E DING
r0R -207 FIEPTHS
UNDISTURBED
TRENCH WALL
INITIAL
BACKFILL
EMBEDMENT
MATERIAL
HAUNCHING
BEDDING
NOTES:
COMPACTED BACK FILL
PE
T
HAUNCHING EMBEDMENT
MATERIAL
4' BEDDING MINIMUM
BEDDING
4' DEPTHS
EMBEDMENT MATERIAL MUST BE CLASS I
(NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED)
EMBEDMENT MATERIAL SHALL BE COMPACTED TO A
MINIMUM OF 90% STANDARD PROCTOR DENSITY FOR
CLASS I MATERIAL.
REFERENCE SECTION 7.01C FOR EMBEDMENT
MATERIAL SPECIFICATIONS.
ALL SANITARY SEWER IINES LESS THAN 3 FEET AND
OVER 20 FEET IN DEPTH MUST BE D.I.P.
STANDARD PIPE BEDDING DETAILS
B❑X WITH I I IVER L��3E'�LE1] SE,<_ t �P,❑PERKY'
_INE/E=SEME�dT LINE
'--AST I- Z= BRONZE
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ALL T=- - ILL BE N. NG f1E :CAE TA=
MACH --'.- ❑R PVC i; -= TTCI = SDLE AN
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ETAILS 8 -_.RN --ESN
11
NOT TO SCALE
E TYPICAL SANITARY SEWER LATERAL CONNECTION
11 NOT TO SCALE
RO.IECT MANAGER
M. FISHER
BRAWIM SCALE
SCALE
3101 JOHN HUMPHRIES WYND
RALEIGH, NC 27612
[phone]
DICKSON Office Locations:
community infrostruCtUre COnsult�lt9 North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
3
RAWN BY
AMH/RGW
[DETAILS
PROJECT DATE
RO
06/05
BIDDING
NTS
PPRDVED BY
PROJECT NUMBER
CONSTRUCTION
U
FILE NAME
SHT.10-12
PLOT DATE
06/02/05
RECORD DWG.
W
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FERNCO ECCENTRIC COUPLING
FOR CONNECTING PIPES OF
UNEQUAL DIAMETER, OR
ECCENTRIC APPROVED EQUAL
BUSHING
MAINTAIN
CONTINUOUS
FLOWLINE \
PVC OR
ABS PIPE FL W DUCTILE IRON PIPE
SECTION
AGGREGATE STONE FERNCO-1056 SERIES W/
BEDDING, MIN. 8" STAINLESS STEEL CLAMPS
TOP & SIDES, 6" AND SHEAR RINGS, OR
BOTTOM, TYPICAL APPROVED EQUAL
PVC OR
VC/TC PIPE DUCTILE IRON PIPE
EVATI O N
NOTE: SEE STANDARD SEWER -INE TRENCH DETAIL FOR PIPE BEDDING
BEYOND COUPLING,
STANDARD SEWER LINE COUPLING
NOT TO SCALE
W
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BACKFILL j"B:E PVC
ADAPTOR, A%JD CHST IRDN B='JD
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SPRINGL-
LATERAL SADDLE INSTALLATION
11 DETAIL FOR PVC PIP
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OLD RALEIGH SEWER REPLACEMENT
FOR THE
PUBLIC UTILITIES DEPARTMENT (CORPUD)
RALEIGH, NORTH CAROLINA
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PROP. SANITARY SEWER EASEMENT
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NOTES: SERVICE LATERAL ~ w
1. IN ADDITION TO THE UPSTREAM CLEANOUT AND THE CLEANOUT AT PROP. 8" DIP
THE EASEMENT, CLEANOUTS SHALL BE LOCATED ALONG THE HORIZONTAL PIPING AT NO MORE THAN 80 FOOT INTERVALS AND AT ALL VERTICAL w
AND HORIZONTAL BENDS. NOTES: U
1. IN ADDITION TO THE UPSTREAM CLEANOUT AND THE CLEANO~ THE CLEANOUT AT Q
2. BACKWATER VALVES SHALL BE INSTALLED AS REQUIRED. THE EASEMENT, CLEANOUTS SHALL BE LOCATED ALONG THE H01 PIPING AT NO MORE THAN 80 FOOT INTERVALS AND AT ALL VEF .ONG THE HORIZONTAL ~ D AT ALL VERTICAL To a" MAIN °
AND HORIZONTAL BENDS.
SEE 6 FOR MAINLINE TAP 11
1 SANITARY SEWER SERVICE CONNECTION CASE ~ 2. BACKWATER VALVES SHALL BE INSTALLED AS REQUIRED. QUIRED.
12 NOT TO SCALE PROPOSED 8" SEWER
MAIN
2 SANITARY SEWER SERVICE CONNECTIC )~1NECTION CASE 2
1 2 NOT TO SCALE
3 SERVICE TIE IN
1 2 NOT TO SCALE
BUILDING WITH NEXT UPSTREAM MANHOLE HIGHER THAN TYPICAL SANITARY SEWER SERVICE BACKWATER VALVE STYLES
THE LOWEST DRAIN AND BLOCKAGE IN SEWER MAIN SCREWCAPS APS j\\/\\%\\/\\/\;
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UPSTREAM iI I ~ ~ I ~
MANHOLE 'il i ~ i- ~ I Imo--CLASS B CONCRETE
~ L~ ~ OR COMPACTED CLAY
STREET SEWER ~ ~
SERVICE FLAPPER VALVE MANHOLE
E--- FLOW I I N CLASS A 12"
E- FLOW TYPICAL BACKWATER VALVE INSTALLATIDNS CONCRETE L J 3500 P.S.I.
HOUSE \ \ j/ \ / / \ \ j / \ \ j / \ \ j / j
BLGCKAGE ~ \ i , \ i , \ ~ i \ \ i \ \ i \ \ i
BACKWATER CpNDITIGN INTp BUILDING ~ `0 6" TRENCH WIDTH 6" ~ ,o:~
WITHpUT BACKWATER VALVE J- ~ a Q
- BASEMENT pR CRAWL SPACE PACE ao ._w v, , NOT TO EXCEED 40 FEET
SECTION
_ PIPE LINE
~~y/~y/~, , . CLASS B CONCRETE /~~j\/, OR COMPACTED CLAY
%j\//j\//j 6 PI~E~INE CONCRETE
YARD/VAULT INSTALLATIDN FpR HpUSE BUILDINGS BUILT pN SLAB AND TIN FAR ~
~ pTHER LOCATIpNS WHERE VALVE _AB AND 12 N E CASEMENT DETAIL 2E VALVE N
CANNpT BE INSTALLED IN NOT TO SCALE y\\~ IN wsoas
BASEMENT pR CRAWL SPACE, PACE, i\/ ~
CBSp 4 METER BpX \ ~ ~/\/~j ~
UPSTREAM pR SIMILAR BpX/VAULT MANHHLE
_ _ _ - - - - - pE APPRpPRIATE SIZE _ Tp ALLpW REGULAR i~\/
STREET /BACKWATER 5 MAINTENANCE
SEWER VALVE SERVICE 6" 6"
MANHOLE NpTES~
FL6W PLAN
E___. FLOW 1, INSTALLATIpNS pF GREATER THAN 4' IN DEPTH MAY REQUIRE MANHOLE, 1ANH~LE,
BACKWATER CpNDITI~N PREVENTED BY VALVES MUST BE INSTALLED IN A LpCATIUN AT WHICH THEY CAN BE 7 Af~TI-SEEP COLLAR CAN BE
BLOCKAGE BACKWATER VALVE CLEANED AND SERVICED REGULARLY 12 Nor To scALE
5 SANITARY SEWER SERVICE BACKWATER 4 TYPICAL SEWER SERVICE REQUIRING BACKWATER VANE
12 12 VALUE INSTALLATION
NOT TO SCALE NOT TO SCALE
x .
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a0qui81§114 4#
3101 JOHN HUMPHRIES WYND o M. FISHER NO SCALE RALEIGH, NC 27612 APPROVALS OLD RALEIGH SEWER REPLACEMENT 12
RAWN BY PROJECT DATE WK [phone]
[APPROVED ROJECT MANAGER DRAWING SCALE RELEASED FOR DATE ®sgg AMH/RGW 06/05 PAM4 BIDDING NTS ! W BY PROJECT NUMBER FOR THE DETAIL
WDICK'SION Office Locations: 026 9 PUBLIC UTILITIES DEPARTMENT (CORPUD) ~ 9
EV. 1\101 DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION RALEIGH, NORTH CAROLINA
DETAILS SHT,10-12 06/02/05 South Carolina Florida REVISIONS RECORD DWG, Q'
I~~ `%%,etea
B?

2N_2 Q ~Yt7
03~ o
~°z Z~` 1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE
~W~ °o~ SECTIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK UNLESS NOTED OTHERWISE HEREIN.
WUw
~wtt o~~ 2. RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND WELDED
N~Z RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER VARIES
>>W o°~ RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ANSI 818.2, PILE SUPPORTED 5 2'-0" 6'-0° MAXIMUM PIPE SPAN MANHOLE, TYP
Z~8 RESTRAINED PIPE AND FITTINGS SHALL BE FLEX-RING OR LOK-RING TYP iNT A MAN F T PIER sEE DETAIL 13 ° E JO S S ~ AG URED BY AND NOTE 3 CLASS TRIP-RAP _ASS I RIP-RAP TYP MIN SEE ATTACHED TABLE
AMERICAN CAST IRON PIPE CO,; TR FLEX AS MANUFACTURED BY US PIPE, BOLT-LOK AS MANUFACTURED SLOPE _OPE 3 4'-0"
U~= PROTECTION, TYP oar BY GRIFFEN PIPE PRODUCTS, OR EQUAL, DIP CARRIER P{PE ~rzo WITH RESTRAINED ROTECTION, TYP 17 MANHOLE T't'P 3/4" STAINLESS STEEL TYP CLASS I RIP-RAP ANCHOR BOLTS
~oQw JOINT FITTINGS SLOPE PROTECTION, N ~~V~~ TYP ~ ,
° za 3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS: BETWEEN MANHOLES CO CRETE ~ 3/4" STAINLESS STEE r PIER SEE ~ ANCHOR BOLTS -
°o~° SEE NOTE 4 ~~w; CONCRETE COMPRESSIVE STRENGTH = 4000 PSI ExTEND RIP-RAP XTEND R(P-RAP DETAIL 2/14 ~ ~ j. ~ STEEL CASING PIPE ~ --l ~ ~
~ 2'-O" PAST WATE WZ~~ NOMINAL SLUMP = 4 INCHES ~ .~o LINE, TYP '-0" PAST WATER AND NOTE 3 ~ NE, TYP
NZ°J WATER/CEMENTITOUS MATERIALS RATIO = 0.45 (MAX) . .I
~~~W R CONTENT - 6% _ 1.5% ~Qao CONCRETE SHALL BE COMPOSED OF CEMENT WATER COARSE AGGREGATES FINE AGGREGATES AND Ai - - _
R. ~ . o ~ ~
`=>W CEMENT SHALL BE TYPE I II OR II IN ACCORDANCE WITH ASTM C-150. MATERIAL REQUIREMENTS FOR ALL •f.J / I._ ~ PILE SUPPORTED PIER _ -
z_ Z W STEEL CASIN FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. COARSE AGGREGATE SHALL BE SIZE G O°~ PIPE SEE EEL CASING ~ - 3'-O" SEE DETAIL 5 ~ - _ DIP E, SEE f ~ CARRIER PIPE WITH
oZOO No. 57 OR 67. AN APPROVED CLASS F FLYASH MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF DETAIL 3 CEMENT BY WEIGHT UP TO 25%, 14 AND NOTE 3 13 T - MIN RESTRAINED JOINT :TAIL 3 ~ ~ ,
~WmW m zw= 14 CREEK CHANNEL FITTINGS BETWEEN I OR FLOOD PLAIN ~ MANHOLES
x°aa ~ ~ o i 3'-0" MIN FROM CONCRETE PIER 5EE
o~NN 4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3 4". ~ ~ / N •J BOTTOM OF DETAIL 2
Y ~ V W 3~?N CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A 1 A N H CREEK OR 14 ALLOWABLE SPANS FOR STEEL CASING PIPE FLOOD PLAIN
-o -0 6 5 GR DE 60 A D S ALL BE PLACED IN vQOQ AG GR AN " EDGE OF WATER S iGE OF WATER SEE CARRIER CASING
~~~W C D CE WITH RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS (LATEST EDITION) AS DETAIL 3A/14 FC :TAIL 3A/14 FOR ~ 8" MINIMUM ALLOWA NOTES:
~w=~ PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE CLASS 'B' CONFORMING TO suPPORTS PLACEE ~s°~ 18" STREAM PIPE, DIP PIPE, STEEL CASING PIPE BLE IPPORTS PLACED IN SPAN 1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH
oo~ THE PROVISIONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". REAM TYP DIAMETER DIAMETER WALL THICKNESS
~ TYP (IN.) (!N.) {IN.) {FT•) WALL SEAMLESS WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI. PAINTING AND LINING SHALL BE AS REQUIRED
6. NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN NEOPRENE, 6 14 0.2500 40 BY THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK.
WITH DUROMETER HARDNESS = 50. NOTES: 8 16 0.2500 45
1. RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I RIP CLASS I RIP 4. WHERE STEEL PIPE IS USED FOR CARRIER PIPE, STEEL 10 18 D.3125 2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS F THE NORTH CARRIER PIPE SHALL BE INSTALLED UTILIZING PIPE 50 AT EVERY JOINT WITHIN THE CASING PIPE USING APPROVED
7. PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE REQUIREMENTS OF RAP IN ACCORDANCE WITH SECTION 868 OF THE NORTH ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN ULTIMATE BEARING CAPACITY CAROLINA DEPARTMENT OF TRANSPORTATION'S "STANDARD )N'S "STANDARD ALIGNMENT GUIDES SPACED WITHIN PIPE AT DISTANCES NOT 10 20 0.3125 50 PIPE ALIGNMENT GUIDE. SEE DETAIL 3B/14. ALL JOINTS
OF NOT LESS THAN TWO TIMES THE DESIGN OADIN OF 30 T N SPECIFICATIONS FOR ROADS AND BRIDGES". TO EXCEED 25 FEET. JOINT INDICATED 2 FEET FROM SHALL BE RESTRAINED JOINT, SEE NOTE 2, DETAIL 1/14.
L G 0 S. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER 2. RIP RAP sHALL BE PLACED IN AccoRDANCE WITH DRAwINc MANHOLE IS NOT REQUIRED FOR STEEL CARRIER PIPE 14 24 0.3125 55 :E WITH DRAWING 16 26 0.3750 55
SHALL BE USED WHEREBY THE HEAD OF THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER Bsa.o1 of THE NGRTH GAROUNA DEPARTMENT of ENT OF
TRANSPORTATION'S "ROADWAY STANDARD DRAWINGS . PILES SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD 18 30 0.3750 60 3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY )RAWINGS". ENGINEER BASED ON SUBGRADE CONDITI N 0 S AT SITE. SEE
TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE 3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY 20 32 0.3750 60 DETAIL 4/13 AND 5/13 FOR SUBGRADE PARAMETERS FOR RMINED BY EACH TYPE OF FOUNDATI N
PILES ARE EXPOSED, PILES SHALL BE PAINTED AND OR COATED IN ACCORDANCE WITH THE CITY ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE. SEE 0 . SEE DETAIL 3A 14 FOR SAT SITE. SEE 24 36 D.4375 65 SUPPORT P / S LACED WITHIN STREAM.
/ DETAIL 4 13 AND 5 13 FOR / / SUBGRADE PARAMETERS FOR SPECIFICATIONS. EACH TYPE OF FOUNDATION. RAMETERS FOR 30 42 0.4375 65
36 48 0.4375 65 4, BOTT M
0 OF PIPE TO BE AT A MINIMUM OF 1' ABOVE 42 56 0,5000 65 THE 25 YEAR FLOOD ELEVATION.
2 AERIAL PIPE C~ PIPE CROSSING TYPICAL P A LN
~ 3 NOT 1 NOT TO SCALE 3 AERIAL PIP E CROSSING ST EEL CASING PIP
E ELEVATION ~3 NOT TO SCALE
_ ~ AERIAL PIPE CROSSIf~G CENERA~ EIOTES
_ ~3 NOT TO SCALE
FR A 1/4"x3" GALU, STRAP WI ~ GALV, STRAP WITH
j ~ ~ 1/4"x2 1 2" NEOPRENE I ~ ~ ADHERED TO STRAP ? 1/2" NEOPRENE PAD
SEE NOTE 5 ~ ( ) 'ED TO STRAP SNUG FIT 2-1/4"x3" GALV STRAPS WITH VOTE 5) - 4"x2 1/2° NEOPRENE PAD
I i~ I i 1/4"x6" NEOPRENE PAD II I i" NEOPRENE PAD ~ti~HERED TO STRAP
;I ADHERED TO SADDLE - ED TO SADDLE D 3/4" 0 4"x6" NEOPRENE
0~~;. ANCHOR BOLTS, PAD ADHERED TO 120' ASTM A307 OR A36
\~P`~~..~~ 1~ 12" SADDLE SNUG FIT
~h a ~ MIN ~C'~ SEE NOTE 4 OTE 4 SEE NOTE 4 3/4"0 GALV
FOR BAR SIZE AR SIZE fOR BAR SIZE ANCHOR BOLTS #3 STIRRUPS
j AND SPACING ~ i I A PACING AND SPACING ASTM A307 @fi", TYP
~ EXISTING GRADE i ~ H OR A36 4-#4 TYP H B
STEEL CASING PIPE 120'
- _ n u
_ PIPE ALIGNMENT ~V~~ ~ i NOTE: GUIDE LOCATED AT ~3 STIRRUP I 3'-0" MIN
SEE NOTE 4 ON DWG 2 13 IF STEEL ~=i A H I 9 3'-0" MIN / I - E C JO NT, SEE 14
DETAIL PIPE IS USED IN LIEU OF DUCTILE IRON ~ #3 STIRRUP
PIPE FOR CARRIER PIPE. A BELOW PIPE 9" rn' 4-#7
(BEYOND) 3 ~ 3
D C #3 CIRCULAR HPi2x53 0 ~ ~ HOOPS TYP
PIPE JOINT, TYP HP 12x53 10 STEEL PILE
DIP CARRIER PIPE NOTE NON-SHRINK i CASING "H" 1HICKNESS PIER FOOTING F0011NG 1. SHAT NOTES: STEEL PILE
GROUT PLUG, PIPE DIA. ~ •A" IN. IDTH LENGTH WIDTH BAST )011NG 1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS MOTH FOR PILE SPLICE,
STANDARD SEE DETAIL A ~ "D" IN. ( ) ( } " " FT " BASED ON THE FOLLOV~NG PARAMETERS: " (FT.) ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF SEE DETAIL 4
MANHOLE 14 3~4" STAINLESS CONCRETE COMPRESSIVE STRENGTH = 4000 PSI 18 18 14 18" B 18"
STEEL ANCHOR < 6 10 2'-4" 5'-6" 3'-0" BOLTS 8 10 2'-4" 6'-3" 3'-D" ~'-0" GRADE 60 REINFORCING STEEL I'_0° MAXIMUM STREAM VELOCITY = 10 FT/SEC
SECTION 6-,~ , " 10 1D 2i-4„ 6-8 3'-0" IF FI f'-0' MAXIMUM SUPPORT HEIGHT (H) = 12'-0" A
10 10 2 -4 T-2" 3'-0" PART IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
EXISTING GRADE < 6 10 3'-0" 8'-0" 3'-0" BY 1 ) -D° PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED f -0 BY THE ENGINEER.
i 8 10 3'-0" 9'-0" 3'-0" 14-20 S'-0°
10 10 3'-0" 9'-10" 3'- • 2. IF Sl 0 STEEL CASING PIPE - ro v i~ " f'-0° 2• IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO WITHSTAND 2000 PSF BEARING PRESSURE, A PILE NOTES: I,-0" SUPPORTED FOUNDATION SHALL BE UTILIZED AS PER DETAIL WIDTH OF PILE CAP
-i 10 14 3'- " 1 ' 0 0 -6" 3'-0 _ SUPT
I'-0° 6/13. 1. PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS DETAIL I,-0° CASING PIPE TOTAL PILE IS BASED UPON THE FOLLOWING PARAMETERS:
8 14 3'- - 8" 10'-0" 4' 0" _ _ _ _ _ 22-28 10 14 3'-B" 11'-0" 4'-D" 3• IF BE 3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3-FEEr MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
MINIh 10 14 3'-8" it'-10" 4'-0" INTO ' -0° MINIMUM COVER OVER FOOTING, DOWELS SHALL BE DRILLED DIAMETER WIDTH SPACING CONCRETE COMPRESSIVE STRENGTH = 4000 PSI -D: INTO BEDROCK PRIOR TO PLACING FOUNDATION. SEE DETAIL (IN.} "A" (FT.) "B" {FT.) GRADE 60 REINFORCING STEEL
~ < 6 18 4'-4" 9'-0" 4'-D" 1/14. i-i ~ ~ -D 1/14. MAXIMUM STREAM VELOCITY = 10 FT SEC
_ < 36 6'-0" 3'-0" IF FIEL N I / 0 _ D CO D TIONS REQUIRE ANY DEVIATION FROM THESE
30-36 8 18 4'-4" 10'-6" 4'-0" 4. T DIP CARRIER PIPE i 10 18 4-4 11'-6" 4'-0' WEL - SHAL - 4• TWIELVE-INCH AND FOURTEEN-INCH NODE PIERS AND FOOTINGS PARAMETERS, FOUNDATION DESIGN SHALL BE REVIE D 0 38-42 6'-6" 3'-6" WE BY SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN THE ENGINEER.
j `~j ; j 10 18 4'-4" 12'-4" 4'-0' EACF ~;-0: EACH DIRECTION ON EACH FACE. EIGHTEEN-INCH WIDE FIERS 45-51 T- "
STANDARD i < 6 18 5'-4" 9'-6" 5'-0" AND PIPE S~IPPORT, MANHOLE 5 8 18 5'-4" _ INCHI _D AND FOOTINGS SHALL BE REINFORCED WITH #7 BARS AT 12 3 4'-3° 2. LENGTH OF PILES SHALL BE AS RE UIRED T V Q 0 DE ELOP 30 INCHES OC IN EACH DIRECTION ON EACH FACE. 54-60 8'-0" 5'-0" TDN CAPACITY BY EITHER END BEARING, FRICTION OR A
SEE DETAIL 13 38-48 11-0 5' 0" -0° COMBINATION OF END BEARING AND FRICTION. AS A MINIMUM,
E L E UA TI 01 V 10 18 5'-4" 12'-0" 5'-0' 5. EIGH~ 10 18 5'-4" 12'-10" 5'-O" THE 0° 5. EIGHTEEN-INCH WIDE PIERS SHALL REQUIRE TWO STRAPS OVER PILES SHALL BE DRIVEN AT LEAST 15 F T EE INTO UNDISTURBED
< 6 18 6'-4" 9'-10" 5'-0" -0° THE PIPE INSTEAD OF ONE (AS SHOWN). SOIL. '-0"
8 18 6'-4" 11'-4" 5'-0" 6' WHEN 6• WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED -0° WITHIN A STREAM AND ARE NOT COVERED WITH BACKFlL SEE
St-56 WITHI L, "0. DETAIL 3/14 FOR MODIFICATIONS TO UPSTREAM FACE OF
4 A E R I A PIP R N 10 18 6'-4" 12'-4" 5'-D" DETA I ~ E ~ OSS G TYPICAL PIPE SECTION AND E~EVATIOf~ 10 18 6'-4" 13'-2" 5'-0" SUPP '-0" SUPPORT.
~ 3 NOT TO SCALE 6 AERIAL PIPE CR OSSING PIKE CAP D TA
E I~ 13 NOT TO SCALE
5 AERIAL PIPE CROSSING CO SING CONC. PIER DETAIE _
~ 3 NOT TO SCALE SCALE ~ a ~ ;
1YVl. Ma:n .nm:ag:AD HR19RC QaCDl~3'SAdl4+'A'.4l?PI
Iq
M. FISHER NO SCALE RALEIGH, NC 27612 y°s
[DRAWN ROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE d BY PROJECT DATE AN [phone] APPROVALS AMH/RGW 06/05 OLD RALEIGH SEWER REPLACEMENT ~ 3
paill FOR THE
PPROVED BY PROJECT NUMBER WDICKSON BIDDING NTS Office Locations:
is CONSTRUCTION Ott o EV, NO. DESCRIPTION DATE PD.E NAME PLOT DATE community infrostructure consultants North Carolina Georg p~ PUBLIC UTILITIES DEPARTMENT (CORPUD) DETAIL
DETAILS SHT.10-12 06/02/05 South Carolina Florida RECORD DWG. 1 REVISIONS r RALEIGH, NORTH CAROLINA
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1

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O;~ w0 F°Z
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OZ°~
W°w ~wtt
a~a 1/4"x3" GALV, STRAP WITH s
w~~ i/4"x2 1/2" NEOPRENE PAD ~ ~ W ADHERED TO STRAP NON-SHRINK GROUT
o ~ {SEE NOTE 4) °~U BULKHEAD AT EACH TURN DOWN ELBOW y - \
o~°0 1/4"x6" NEOPRENE PAD T ~ END OF CASING PIPE FINISHED GRADE 12 IM H INSECT SCREEN ? \ ~ V~ y 1
ADHERED TO SADDLE D 3/4" 0 STAINLESS oaf STEEL ANCHOR BOLTS, --~--T~ STYROFOAM PLUG TO / ~ j A ~ ~ 1
° 120° ASTM A307 OR A36 ~ a ~ ° 12" ~ ~A \~i~, ~ SSIST GROUT PLACEMENT, g^ ~ ~ ~
saw ~ ~ ~ ~ °za ALL AROUND ~2 ~ 3" CLEAR STEEL CASING PIPE ~ ~
o~~° SEE NOTE 3 SEE NOTE 3 y~OOw FOR BAR SIZE FOR BAR SIZE ~ 4 V~ 2" 4 GALV STEEL VENT, Q
w~w~ AND SPACING AND SPACING NORMAL FOOTING DIP CARRIER PIPE TWO PER CASING, ONE CA
Wz~F a ~ g d A THICKNESS, AT EACH END OF
iw~> C SEE NOTE 1 y ~ CASING PIPE / ~J
~ <rUWm oa CONCRETE FOR
O O e ~ ° ~ LEVELING MAY ~ ~ ~V~ o ~ TOP OF COMPETENT
.F JW ° z W _ _ BE PLACED WITH z°Op - - - ROCK ~
v, ~ / d~ .z ~ ~ ~V~~ FOOTING V PROVIDE PLASTIC SHEET
°zwo 12" MIN ~ o~° / '8 w m w \ / BOND-BREAKER BETWEEN ~ 2" _ ~ CARRIER PIPE AND GROUT,
m owo~ B ' ~o; ~ ~ ~ ALL AROUND
moan S rx Y aQ g,~ '4 >a. px~, a ~ x v x rx ~ _ o 3 ~ , C> ~
s ~ ,i ( , ~ Y Q I ° ° w HP12x53 STEEL P LE ~ ~ , PROVIDE 2" d GALV STEEL DRAIN ~
~F?~, 1a I .o .0 18" MIN I,. , #7 BARS (~12" 1 ~ W IN BULKHEAD AT EACH END
QQOQ FOR PILE SPLICE, f~~.:. AROUND PERIMETER ,i ~ / / NOTE: OF CASING PIPE AND 1~3 ~ ~ ~A~~ ~V~ ~ ~ NON-SHRINK GROUT SHALL BE
r~dSw D SEE DETAIL 4 v W z ~ 14 18" F 18" OF FOOTING CU YD OF CRUSHED STON ' E . i / i ~ ~ i "EUCO-N-S BY THE EUCLID
}jNQ a°~~ NON-BRINK GROUT AT DRAIN, WRAP STONE CHEMICAL COMPANY; "MASTERFLOW
oo__ E U~~N WITH FILTER FABRIC 713" BY MASTER BUILDERS,
A. TYPICAL CASING PIPE PLUG OR EQUAL.
6" 12" #7 BARS AROUND
MAX PERIMETER OF CASING PIER FOOTING PIER FOOTING FOOTING PILE FOOTING, TYP
NOTES: PIPE DIA THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACING
1. PILE SUPPORTED PIER FOUNDATION DESIGN SHOWN ON "D" QN.) "A" (IN.) "B" {IN.) 'C" (FT,) "D" (FT,) "E" (FT.) "F" (FT,) 6" ~ e
THIS DETAIL IS BASED ON THE FOLLOWING PARAMETERS: CARRIER PIPE
MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS 12" MAX CONCRETE COMPRESSIVE STRENGTH = 4000 PSI 6-12 10 20 2'-4" 3'-0" 6'-0" 3'-0" 3~8" STEEL PLATE, TYP
GRADE 60 REINFORCING STEEL SEE NOTE ~ 3~8"x4" STEEL I
MAXIMUM STREAM VELOCITY = 10 FT/SEC IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM 14-20 10 20 3'-0" 3'-0" 8'-0" 5'-0" PLATE, TYP
THESE PARAMETERS, THE FOUNDATION DESIGN SHALL BE 5~8" 0 A325 BOLT i
REVIEWED BY THE ENGINEER.
22-28 18 26 3'-8" 4'-0" 8'-9" 5'-9" ~ ~ ~ • 2. LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP CASING PIPE
30 TON CAPACITY BY EITHER END BEARING, FRICTON OR
A COMBINATION OF END BEARING AND FRICTION. AS A MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET 30-36 18 26 4'-4" 4'-O" 9'-0" 6'-0"
INTO UNDISTURBED SOIL. SEE NOTE 1 3 16 4
3. TWELVE-INCH AND FOURTEEN-INCH WADE PIERS SHALL BE 38-48 18 26 5'-4" 5'-O" 9'-6" 6'-6" \v i
REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH NOTES: 1" R ON ALL CORNERS
DIRECTION ON EACH FACE. EIGHTEEN-INCH WIDE PIERS SHALL BE REINFORCED WITH #7 BARS AT 12 INCHES OC 51-60 18 26 6'-4' S'-0" 9'-10" 6'-10" 1. GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF CONCRETE
IN EACH DIRECTION ON EACH FACE. FOOTINGS SHALL BE PIERS WITH HEIGHT OF 6 FEET OR LESS AS PER DRAWING 4/13.
REINFORCED TYPICALLY TO PIERS. NON-SHRINK GROUT SHALL BE "EUCO-N-S" BY THE EUCLID
4. EIGHTEEN-INCH WIDE PIERS SHALL REQUIRE TWO STRAPS CHEMICAL COMPANY; •MASTERFLOW 713" BY MASTER BULDERS, B. PIPE ALIGNMENT GUIDE
OVER THE PIPE INSTEAD OF ONE {AS SHOWN). 2. OR EQUAL.
5. WHEN CONCRETE SUPPORTS ARE REgUiRED TO BE
LOCATED WITHIN A STREAM AND ARE NOT COVERED WITH
BACKFILL, SEE DETAIL 3/14 FOR MODIFICATIONS TO T M FA OF SUPPORT. Z AERIAL PIPE CROSSING PIER ON B 3 AERIAL PIPE CROSSING CASING PIPE DETAIE .R Ofd BEDROCK
UPS~REA CE T I 14 NOT TO SCALE 14 NOT TC SCALE
1 A IA PIPE CROSSING PILE SUPPORTED PIER DE A L ER L
1 4 NOT TO SCALE
DETAIL B
60'
DETAIL A
45'
COLUMN VERTICAL ~ COLUMN HORIZONTAL OR VERTICAL
60' +10'
0" TO 1/8" -0
45' 10' \
3 4"t~lA 3/4"
MAX
0" TO 1 /8'
0" TO 1 j 8"
DETAIL A DETAIL 8 D" ro i/a'
* POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
A
UPSTREAM FACE
® ® ® ® ® ~ ~ •
A
® ® ® ® ® ® ® o
ADDITIONAL #4Q12"
ADDITIONAL VERTICAL BAR,
SAME SIZE AS OTHERS
PLAN -CONCRETE SUPPORT NOSING
(WHEN EXPOSED TO STEAM FLOW)
4 AERIAL PIPE CROSSING CONCRETE SUPPORT DETAILS nd
14 NOT TO SCALE t
N~ N~ ~ ~D ~~I~STItt~~i
I OLD RALEIGH SEWER REPLACEMENT 14
11d
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE °Ae®o M. FISHER NO SCALE RALEIGH, NC 27612 APPROVALS
DRAWN BY PROJECT DATE [phone] WK FOR THE DETAIL
AMH/RGW 06/05"k BIDDING NTS APPROVED HY PROJECT NUMBER
WDICK'SOON Office Locations: Q=6490 P North Carolina Geor is CONSTRUCTION 0 PUBLIC UTILITIES DEPARTMENT (CORPUD) ~ g
FILE NAME PLOT DATE community infrastructure consultants 9 EV. NO, DESCRIPTION DATE DETAILS SHT.10-12 06/02/05 South Carolina Florida RECORD DWG. RALEIGH, NORTH CAROLINA
REVISIONS
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O~'~ w0
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~W` NOTES: oo~
wUW 1, MANHOLE FRAME & COVER AND ANY PRECAST
~w~ CONCRETE SECTIONS THAT ARE REMOVED WILL o~~ REMAIN PROPERTY OF THE OWNER. SLOPES FOR VARIABLE
w~~ A PHA T A L P V M NT P A TCH
2. ALL EXISTING MANHOLE ITEMS REMOVED SHALL SUPER ELEVATION RATE 6 24
BE DELIVERED TO A STORAGE LOCATION SPECIFIED FOR STANDARD 2'6"
og° BY THE OWNER. EXIST. WALL ~~N EXISTING GRADE ~°T ` -°i CURB AND GUTT ' ER 6'
tears- e`a,`i o~w REMOVE FRAME AND COVER. ~ZO 1 RETURN TO OWNER EXISTING PAVEMEN NEW I-2 ASHPALT 2" MINIMUM °3 ° .01 ,03 ° ~ °
W-w', 6" MINIMUM OR TO i°:. ° .°a ~ ° ° . XTSPING ABC............ i°, ° ° ° . ° ° NEW ABC,12" ,MINIMUM,DEPTH.... ~ 6' ° ° . ~ ° o ° ~ ° T
~O?a FIRST RISER SECTION wc~o . .05 e . ° °
~,oow w'w=.xr,is;v:~~,=_:~ EXISITING SLATE/CONCRETE PAD ~ o W ~ ±.1++'+'T~nM A x. ETE PAD _ o ° ° ° ° ° 0o Az ~ ~
w _ ~ A. ~ :'s.. s'. p s's.. e':.p..a ~ 1, 30" CURB & GUTTER
N~o° ~ 8" TO 10" COMPACTED SANG rZ~Q I i 1' A4 _ ~ .nom
s~w~ ~UWm -----r-----
O - ~ / ~oo~ ~ , ° / _ ~ ~ . 6" CAP {MASONRY ¢~U I ~ I ip ~ ~ .d •03
- ~ ~ 1 OR CONCRETE) z zw o I i a) ( ~ i ~ / ~ R 15 R-30' _ - COMPACTED FILL EXISTING SUBGRADE - ~ ,00 ° ° 5
aoo I' -INSIDE FILLED- - ~d ~ ~ ~ i`~ 6 /
~ °z°~ I WITH SAND ' o~~ _ _ _ ~ / i ABANDON MANHOLE SEE DETAIL _ - 8 1 ° ° . :TAIL 1 ` •
`~~mw I Q~ ~ OR DIRT I r- i I ~ ~ ~J zwzm PROVIDE MASONRY OR I ~ i ~ ~ ~ BACKFILL WITH SAND UP TO 12 ~J PIPE A2 ~ . .
CONCRETE CAP A ~ ~ I - - ~ _ ~ EXIST. STEPS is . ; ~ FROM SLATE STONE SURFACE. r as ~ I s I n~ / ~ ~I COMPACTED - ° •
o°~~ MINIMUM OF 6" THICK ~ ~ _ - - ~ ~ ~ i / /~i, / J IN 6° LIFTS - - ,pl SLOPE=3/4` ! FT, UNDISTURBED
3~ZW ~ / % ~ I SUIL A4 A2 30`
O 'p i i ~~p~~ lJQ°UQ / L L
F ~ ~ ~ ~ d. Z W ~ ~ ~ ~ ;
UWZ~ Q' _ ~ / , ~~~Q ~I Q ~ ~ i ~ ~ . _ ~ ~ 2, 30' ROLLED TYPE GUTTER L L_
dUYZ ~ ~ D ~ 4 OOU~ I q~ / UO~(/1 ~ 9 6 T F
n~ ~ ~ / d i I ' .00
- ~ I P ~ I / ~ ~.p D, 'r- 41 - 4 ~ ~
~ II _ i !J ~ ~ ~ ~ ° 4' SLOPEsP~ FT. <
INSIDE FILLED ' (i' ~ i ~ i ~ ~ WITH SAND ~ ` ~ ' NOTES: ° ~ ° 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT. 10' ' ~ ° ° • °
OR DIRT ~ ~ ° ° • ° 6' ° ° .
- - . 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY ~ ° OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO -
- - - i T-99 AS MODIFIED BY NCDOT. ~ I~i6'--t~2'--{
~ J FILL SEWER WITH 04 06 3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT ~ ~
I PI ~ ~ „ ^ FILL SEWER WITH GROUT TO PROP. PE OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL 1N ACCORDANCE WITH ASSHTO T-80 AS MODIFIED BY 3. 30' VALLEY TYPE GUTTER
i--'- -1 GROUT FROM INVERT PLUG NEAR SANITARY 'I TO INVERT OF EXIST. SERVICE FOR 1914 NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. AO
SSMH #1 TO SSMH #2 ALEXANDER 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. NOTES:
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT iN NO CASE SHALL THE 1. 1Q' MAXIMUM BETWEEN CONSTRUCTION JOINTS. 15' MAXIMUM
ASPHALT BE LESS THAN 2" THICK. BETWEEN CONSTRUCTION JOINTS ON MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 90'. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH 3. 3000 PSI CONCRETE MINI "
PLUG WITH NON- LEVEL PATCH. MUM, 4 SLUMP MAXIMUM,
SHRINK GROUT 6„ MINIMUM 2 ABANDON MANHOLE @ 1904 ALEXANDER ROAD 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE 7. REFER TO DETAILS 1/11 AND 2/11 FOR ADDITIONAL DETAILS. REQUIREMENTS OF SECTION 1026-2 OF NCDOT STANDARDS &
SPECIFICATIONS FOR ROADS AND STRUCTURES.
(INSIDE MANHOLE) ~ 5 NOT TO SCALE 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT
3 ALSPHALT PAVEMENT PATCH FILLER AND SEALER IN ACCORDANCE WITH NCDOT ROADWAY
~ MANHOLE ABANDONMENT ~ 5 NOT TO SCALE STANDARD DETAIL 846.01.
~5 NOT TO SCALE
4A CURB & GUTTER DETAIL
~ ` NOT TO SCALE
THIS SECTION USED
1/2° EXPANSIDN JOINT ONLY WHEN CONC.
10'-0° DRIVE AND SIDEWALK IS PRESENT ~
NEW 6' CAB MIN, ~ / ~ i~~ A~~, 5'-0" DEPTH ~ ~ ~ R/W DISTANCE FROM BACK OF HORIZONTAL POSITION OF P
~ I A~ - A CURB TO R/W LINE BACK EDGE OF SIDEWALK
1/2' EXPANSIDN ~ ~ 10'-0' ~ 12.5 FT. OR LESS 8.5' FROM BACK OF CURB
A, JDINT
~q_i~sii - - ~ 7~ _L-r ~_ii u - 1-_'i= ~ a' ~ ~ / ~ MORE THAN 12.5 FT. I F / OUR {4) FEET FROM R /W LINE
~ ~ ~ )v a i i ~ i.,' a : l / / / i; - i a i ~ r /i ~ r~ ~ -
" ~ ~ '1~ 4 y~,, a , ~ J a ; 0~ ' I R/W
' ~ J - - pd ~ --iv
is - o A~~ FACE OF CUR ~ ~ . f.~'Q
10` R 12' I • . ,h'
AA ~ j . '°.09 BII V~~~
CC 7° 30' ~ ~ V~ ~ ~
•o~ i' `b COMPACTED FILL EXP. JOINT EXP. JOIN DUMMY JOINT SIDEWALK
EXISTING SUBGRADE MONOLITHIC POUR ~ 5' 5' 5'
1 2 EXPANSION JOINT 3000 PSI CONCRETE / (TYP.) (TYP.)
• ~ ~ . ~ " - ~ ~ 3.5 RADIUS ~ ~
GRASS AREA DRIVEWAY APRON
" ~ , ~ / A B C ~ S%p j 20' MIN. (SEE NOTE 9.)
°~I/ ° (SEE NOTE 7.) MONOLITHIC POUR
6 _ FACE OF CURB \ I (SEE NOTE 8.) CURB (SEE NOTE 8.}
.•o BACK ~F C RB SEE SIDEWALK ACCESS GUTTER 1/2° EXPANSION JOINT RAMP DETAIL
1/2' EXPANSION JOINT
i DUMMY A
LIP OF GUT ER ~ ~ ~ ~ ~ ~ JOINT
MAX. SLOPE 1/4"-1'
A B C SIDEWALK -i/2° EXPANSION J 6„
PLAN VEIW 1 /2 E)' VAR.
7" J 5' TYP. VAR. UP TO 25' MAX GUTTER 6' SECTI~'-- ( )
~ 1/ " e 3/4 5 GRAVEL DRIVE R~~~PEACEMf=NT 1~2" EXPANSION JOINT )INT NOTES: I---2'--y}•~4' MIN.-~-I{SEE NOTE 4.)
~ 5 NOT TO SCALE SECTION A-A 1 4"--~~ 1. - WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE
o 1" r 1' PE / SLR CURB k GUTTER EXISTS, THE CURB & GUTTER SHALL
12" < 0 12° a a `a a 7' eo o ~ a o. C BE REMOVED AND THE DRIVEWAY SHALL BE A MONOLITHIC POUR
_ - ~ ~i F_ R ~ / 7 ~i » EWALK 6" USING 3000 PSI, MAX. 4" SLUMP CONCRETE. 7. -FROM THE END OF A STREET CURB RADIUS TO j 6 SID THE BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE
0~ A~ j ~ - - MINIMUM OF 20 FT. 2. -EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
~ 1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40' 8. -CURB RADIUS TO BE DISSIPATED BETWEEN
~ GUTTER 6„ INTERVALS & DUMMY CONSTRUCTION JOINTS AT 5' INTERVALS. DUMMY LIMITS NOTED ABOVE. ~ JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH.
S CTIUN A-A SECTIUN B-B SECTIDN C-C '~l E Ii 9. - 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS.
3• -SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4" PER FT 20' MIN. BETWEEN DRIVEWAYS ON SAME LOT.
NOTES: O`_. 4. -USE VARIABLE SECTION (SEE SECTION "AA°) WHEN SIDEWALK IS GREATER THAN 10. -NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN ADJOINING PROP. FRONTAGE. THIS IS
1. IN ADDITION TO THE ABOVE CURB SECTION TRANSITION, THE GUTTER 9 ~ ~ r - o 20 4C TAI 4 ~ 5 a 4 / O J/ ~ ~ O ll 3.5 FEET FROM BACK OF CURB. DETERMINED BY EXTENDING A LINE FROM THE PROPERTY 5. - NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW. CORNER PERPINDICULAR TO THE R/W TO THE CURB AND
SLOPE TRANSITION SNA>-L CONFORM TO NOTE 1 OF DE L A~ C~ GUTTER LOCA7fON. 6. - W-DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS
2. TRANSITION NOT TO BE LOCATED WITHIN THE CURB RADIUS. 36' MAXIMUM FOR COMMERCIAL DRIVEWAYS
24' MAXIMUM FOR RESIDENTIAL DRIVEWAYS
4B CURB ~ GUTTER DETAIL 6 RIV AY D EW V A Y ~ EW APR0~1
~ 5 NOT TO SCALE ~ 5 NOT TO SC NTT A \ I 0 o sc LE ~ 7 DRIVEWAY AND SIDEWALK DETAIL
~ S NOT TO SCALE
Q~pzatcUe060QQ°0
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PROJECT MANAGER DRAWING SCALE 3141 JOHN HUMPHRIES WYND RELEASED FOR DATE R&MIK M. FISHER NO SCALE RALEIGH, NC 27612 OLD RALEIGH SEWER REPLACEMENT 1[y
DRA-VM BY PROJECT DATE APPROVALS [phone] FOR THE DETAIL
AMH/RGW 06/05 BIDDING NTS
APPROVED BY PROJECT NUMBER WDICK'SON Office Locations: ~~p6Q9 CONSTRUCTION U PUBLIC UTILITIES DEPARTMENT (
Carolina Georgia EV. 4V0, DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North RALEIGH, NORTH CAROLINA
DETAILS SHT.10-12 06/02/05 South Carolina Florida RECORD DWG. REVISIONS

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~~Q EROSION CONTROE NOTES
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1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON-SITE WITH THE ERO- pf Rq\
o~° SION CONTROL INSPECTOR FROM THE RALEIGH REGIONAL OFFICE
~~N N NT HEALTH AND TEMPORARY SEEDING-FATE WINTER EAREY SPF °Q~ OF THE NORTH CAROLINA DEPARTMENT OF ENVIRO ME , ~R Y SPRIE! E G ~ ~ _ ~ ~ti~
A RCES NGDEHNR TELEPHONE NUMBER 919-571-4700, Eco~oA NATUR L RESOD ( TEMPORARY SEEDIEIG SCNEDUEE SUMMER ~ ~ EC010B
Roza AND THE ENGINEER'S REPRESENTATIVE. WC~O i
~J~U 'L\ Q'
~~W~ T A ROSION CONTROL MEA- Seeding Mixture N ~ 2. BEFORE IN! ,IATION OF CONSTRUCTION INST LL E W?~ N HNR Species Rate (Ib/acre} 0 ~ ~ /acre} Seeding mixture °Q
~~~o SURFS SHOWN ON THE PLANS AND ANY REQUESTED BY THE CDE O~ 0 S ecies Rate Ib acre y p ) CA
INSPECTOR RESULTING FROM THE PRECONSTRUCTION MEETING, CLEARING o Rye (grain) 120
a~Wm AREAS AS NEEDED TO INSTALL THE DEVICES. THE SILT CHECK DAMS Annual lespedeza (Kobe in Piedmont 50 o~ German millet 40
Q°O~ SHOWN ARE TO BE INSTALLED AFTER THE TRENCH BAGKFILL IS and Coastal Plain, Korean in Mountains \ ~ I~ In the Piedmont and Mountains, asmall-stemmed Sudangrass may be ~
~~Z~ COMPLETED. THESE MUST BE INSTALLED DAILY AS WORK PROGRESSES. zooo Omit annual lespedeza when duration of temporary cover is not to extent not to extend substituted at a rate of 50 Ib/acre.
oN°Z beyon une.
"o~° 3. EROSION CONTROL DETAILS ARE SHOWN ON THE DRAWINGS AND STRUC- `~Wmw Wom TORE LOCATIONS ARE DEFINED IN THE PLAN VIEWS. Seeding dates
Seeding dates Mountains -May 15-Aug. 15
oo,anN ~ Mountains -Above 2500 ft: Feb, 15-May 15 Piedmont -May 1-Aug. 15
4. MAINTENANCE OF EROSION CONTROL DEVICES IS THE CONTRACTOR S YZ~Q Below 2500 ft: Feb. 1-May 1 ~F?N RESPONSIBILTY. AFTER EACH RAIN STORM THE DEVICES SHALL BE Piedmont -Jan. 1-May 1 Coastal Plain -Apr. 15-Aug. 15
~oZ Coastal Plain - Dec,1-Apr. 15 ° INSPECTED FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT
a ACCUMULATION SHALL BE REMOVED IMMEDIATEDLY AND PROPERLY Soil amendments
"WZ~ DISPOSED OF. Follow recommendations of soil tests or apply 2,000 Ib/acre ground
~~N< Soil amendments a~Yz 00~?~? agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
v°°~, Follow recommendations of soil tests or apply 2,000 b/acre ground agric 5. RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED limestone and 750 Ib/acre 10-10-10 fertilizer. ground agricultural
ALONG ALL CONSTRUCTION. ALL DISTURBED AREAS MUST BE VEGETATED Mulch
OR OTHERWISE STABILIZED WITHIN 15 WORKING DAYS AFTER BEING Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
DISTURBED. THE CONTRACTOR SHALL UTILIZE THE SEEDING AND Mulch netting or a mulch anchoring tool. A disk with blades set nearly
ON THE DRAWINGS AS FOLLOWS: Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, nettinc MULCHING SCHEDULES sphalt, netting or a straight can be used as an anchoring tool.
mulch anchoring tool. A disk with blades set nearly straight can be uses a mulch anchoring tool. t can be used as
A. WHERE THE SEWER LINE IS LOCATED WITHIN AN EXISTING Maintenance
DITCH LINE, THE PERMANENT SEEDING SCHEDULE FOR Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
GRASS-LINED CHANNELS SHALL BE USED. Maintenance immediately following erosion or other damage.
Refertdize if growth is not fully adequate. Reseed, refertilize and mulch i and mulch im-
ATIONS THE PERMANENT SEEDING mediately following erosion or other damage. B. FOR ALL OTHER LOC
SCHEDULE - MIXTURE #2M SHALL BE USED.
6, AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS DIRECTED
BY THE ENGINEER, REMOVE EROSION CONTROL DEVICES FROM THE SITE.
2 TEMPORARY SEEDING - SATE WINTER EARS' R EARLY SPRING 3 TEMPORARY SEEDING S\\UEE -SUMMER
- SE UENCE OF CONSTRUCTION NTOES ~ EROSION CONTRO'~ Q ~6 NOT TO SCALE ~6 NOT TO SCALE
~ 6 NOT TO SCALE
PERMANENT SEEDING SCHEDULE - MIXTUF - MIXTURE 2M
ECOtOE
Seeding Mixture
Species Rate (Ib/acre)
Tall fescue 40
I HEDU~.E - FA~~ Crown vetch 10 EMPORARY SEED~f~G SC Korean les edeza 10 P Eco~ac Redtop 5
Seedin mixture Seeding note
g If occasional mowin is desired, substitute 20 Ib/acre sencea lesp Species Rate (Ib/acre) g e sericea lespedeza ~I,
i
Rye (grain) 120 Nurse plants ~p0
Between May 1 and Aug. 15 add 10 Ib/acre German millet or 15 I 1 I GR millet or 5 b/acre Y
Seedin dates Sudangrass. Prior to May 1 or after Aug. 15, add 40 Ib/acre rye 0 Ib/acre rye (grain). Q~~ x
g Mountains -Aug. 15-Dec. 15 COARSE AGGREGATE-
Coastal Plain and Piedmont -Aug. 15-Dec. 30 STONE SIZE = 2°-3"
Seeding dates Best Possible Possible
Soil amendments Below 2500 ft: Aug. 15-Sept. 1 July 25-Sept. July 25-Sept. 15 ~
r a 2 000 Ib acre round a ricultural lime- Mar. 1-Apr. 1 Mar. 1-May 1( Follow soil tests o pp y / 9 9 Mar. 1-Ma 10 yy~ ~ y N ~::~r~u
stone and 1,000 Ib; acre 10-10-10 fertilizer. - I 1 -Au 30 ~ ~ Ju y 5 g ~k;;,'`
Above 2500 ft: July 25-Aug. 15 July 15-Aug. Mar. 20-Apr. 20 Mar. 5-May 1 Mar. 5-Ma 15 x:'.` Y
r
MUICh Com lete Seedin earlier in the fall, and start later in spring on r in spring on north and S~.
A I 4 Ib nacre straw. Anchor straw b tackin with asphalt, p g pp y ,000 ~ Y 9 east facing slopes. netting or a mulch anchoring tool. A disk with blades set nearly M iN
straight can be used as a mulch anchoring tool. P~
Soil amendments PRA Q~ J pF 5~ Q~
Follow recommendations of soil tests, or apply 4,000 Ib/acre grow - ~ ~I 5 Ib/ocre ground agricul E ~P
Maintenance tural limestone and 1,000 Ib/acre 5-10-10 fertilizer. P ~E pR
Repair and refertilize damaged areas immediately. Topdress with 50 Ib/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 Ib/acre Kobe Mulch
(Piedmont and Coastal Plain} or Korean (Mountains) lespedeza in cover of another suitable
late Februar or earl March. Apply 4,000-5,000 Ib/acre grain straw or equivalent cover of ono y y mulching material. Anchor mulch by tacking with asphalt, roving sphalt, roving or netting.
Netting is the preferred anchoring method on steep slopes. slopes.
Maintenance
Do not mow crown vetch. Refertilize in the second year unless g year unless growth is
fully adequate. Reseed, fertilize and mulch damaged areas immec i areas immediately.
4 T RARY SEEDING SCHEDULE - FA~~ EMPO
~6 NOT TO SCALE
6 TEMPORARY GRAVES CONSTRUCTION ENTRANCE
5 PERMANENT SEEDING SCHEDULE - ~ - M I T R M ~ 6 NOT TO SCALE JOE X U E 2
~6 NOT TO SCALE
hte@rlP~.w.......
~a +~a~ FUR (CON3TAtYJ~SAOI~I
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE OLD RALEIGH SEWER REPLACEMENT 16
M. FISHER NO SCALE RALEIGH, NC 27612 DRAWN BY PROJECT DATE WK (919 782-0495 APPROVALS
AMH/RGW 06/05 IpAkm BIDDING NTS Q FOR THE DETAIL
SIA A PPROVED BY PROJECT NUMBER WDICKSON ° Office Locations: 015 PUBLIC UTILITIES DEPARTMENT (CORPUD) ~ g
re consultants North Carolina Georgia CONSTRUCTION PLOT DATE communit infrastructu 10
EV, ND, DESCRIPTION DATE FILE NAME Y DETAILS SHT40-12 06/02/05 South Carolina Florida RECORD DWG. 000 Q,`~ RALEIGH, NORTH CAROLINA pill J L
REVISIONS Qeo°
A ~ /Y !

N ~ a ~Y~
03~
o ~°z
z~Q ~z w~
0~~
wow ~w~
~FQ Oaa-g S I O~;L OUTLETS , , r--T (PER scHEO.)
w3~ ~~w 2:1 MAX. SILT FENCE
OOH ~ 8' MAk. 0)
p 3 o VARIABLE AS DIRECTED BY THE ENGINEER ~j _ _ T (MIN.) ~ "
FFN oar . f._ 1' 6' MIN ~ SEHIMENi
~zo I~ CONTROL ST[INE ~ ' i L5 T (MIN.)
Q.-J`jj Roza FLOU I Max KEYWAY ®TOE OF SLOPE
o MIN. 12-i /2 I °O~~ I MIN. 10 GA. INTERMEDIATE MIN. 12-i/2 GA, INTERMEDIATE
zo w WIRES w3w~ I LINE WIRES WIRES sTRacr~aL r
Nz~ w- TREE LIMB SI FEN E F RIC ~rg° REMOVAL I IN TAL TO ECO D STONE
zoQ I i~~~ NOTE
~ v _w m GRADE STURCNRAL STONE SHALE HE CCLASS'H9 18° MIN. fOR N.C.D.O.T. CLASS f RIP RAP GRADE STONE FOR EXROSIDN CONTTRL PURPOSES. 24' MIN. FOR N.C.D.O.T. CLASS it RIP RAP
a -Tw E it III- ~ sEHIMENr coxrROL sTaxE SHALL HE No. s 22° MIN. FOR N.C.D.O.T. CLASS "B" STONE arx Ho. s~ sroNE, II-,-
3000 I r
~ I ~ 6NOZ FI li ~
uo~o I ~ 31 iil '~~mw - I ~I ~ IE III T II ~ ~ '8~ _ ~ ~ ~ ~
o~om ONE FOOT FOR EACH ~I ! rte. r,,; III _ ~
Y~~a INCH OF TRUNK DIAMETER zI ~c r-~''~NT V~CI~y~ ii ~ RIP RAP TO CONFORM TO
o°~'~ (6' MINIMUM WIDTH) -'I • ~ a_ EXISTING SLOPE ~ FILTER CLOTri r
3o~w - ~I = z .o o DEAD TREES & SCRUB GROWTH ° ~ .1Nc ~ POST ~ ~ ~ ~
QQQ°z SHALL BE CUT FLUSH WITH I ~
~~~w ADJACENT GRADE. NO GRUBBING I ~ ~WZ~ ALLOWED UNDER DRIP LINE. -------'n ~ STEEL POST n snT FENCE CREEK/DITCH - - - - - - BED
yjr°n< ~ --_-_--I I Q I WOVEN WIRE FABRIC 0]
oo~~ ~ -------III ~ SILT FENCE GEOTEXTILE FABRIC U°°m I --~I co ~ -_____JII ~ .E FABRIC
_
REMOVE ALL BARRIERS UPON ~ -USE SILT FENCE ONLY WHEN DNDNNEVERRNA ~ ° FlLL SLOPE COMPLETION OF PROJECT ~ AREASNOF CONCENTRATED BLOW 'O 3 roP~~ DITCH CRASS-SECTIQN
O I I ~ / I \ N Z
I i I f ~ I I \ ~ -END OF SILT FENCE NEEDS TO BE TURNED UPHILL I' ~ I I~\ ~ GRADE i ~ ~ ~
i ~ . u ~ U \ sir Fu I I sEr ~cE ~ ~ ~ I
~ ~ x " FOR REPAIR OF SILT IG' 6" MI . I
~ FENCE FAILURES, USE o I N COVER No. 57 WASHED STONE I OVER SKIRT I ~ ~ AS REQ'D - 'i ~
FOR ANCHOR WHEN SILT a PLACE BARK MULCH AT AREAS FENCE IS PROTECTING ANCHOR SKIRT AS 1
NOT PROTECTED BY BARRIER CATCH BASIN. I DIRECTED BY ENGINEER :R* li r------+- - - ~ ~
_ - - -
-STONE OUTLETS SHALL BE PROVIDED AT ALL SCI 'JE~I GENERA NOTES: LOW LYING POINTS. DESIGNS HAVE INDICATED
STONE OUTLETS AT MAJOR LOW LYING AREAS, CONTRACTOR RESPDNSIBLE FOR LOCAi1NG AND CREEK/DITCH BED
TREES LOCATED WITHIN THE STREET RIGHT OF WAY AND SELECTED TREES DEAD OR DYING TREE NEW TREE INSTALUNC ouTLETS Ar THESE aREas as WELL AS OTHER LOW LYING SPOTS. 1'-6'M1N FRONT VILV
WITHIN EASEMENT SHALL BE PROTECTED FROM DAMAGE AND/OR REMOVAL. LESS THAN 12" DBH 1-4" CALIPER TREES THIS INCLUDES THE FOLLOWING ACTIVITIES: STORM DRAINAGE, UNDERGROUND 12-20" DBH 2-4° CALIPER TREES
UTILITIES, DRIVEWAYS, SIDEWALKS, ETC. UTILITIES MAY BE TUNNELED IN THE 1 i 1
ROOT ZONE AT A 24" MINIMUM PROVIDING THAT PLANS ARE APPROVEC 20-28" DBH 3-4" CALIPER TREES SHOWING THE LOCATION AND METHOD. 28-30" DBH 4-4" CALIPER TREES
ABOVE 36" DBH 5-4" CALIPER TREES DITCH PLAN VIEW
BARRIERS SHALL EXTEND AROUND TRUNK AS SHOWN. THEY SHALL ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT (1') FOR
EVERY ONE INCH (i°) OF TRUNK DIAMETER UNLESS OTHERWISE DETAILED. Z TE M P O R A R I S I I T ~C E F' =ENCE DETAIL
DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDIVIDUAL BASIS BY THE L LI `I l~ L ENGINEERING DEPARTMENT. ALL TREE PROTECTION BARRIERS SHALL BE 17 NOT TO SCALE . 3 RIP-RAP DETAIL
INSTALLED PRIOR TO ANY GRADING OR OTHER LAND DISTURBING ACTIVITY. ROOT PRUNING: ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM 17 N OT TO SCALE
THEY SHALL BE CONSTRUCTED FROM ANY MATERIAL SUBSTANTIAL ENOUGH TO ROOT PRUNING SHALL BE STARTED WITHIN FIFTEEN DAYS AFTER THE AWARD DESIGNATE THE PROTECTED AREA AND PROTECT THI ROOTS, TRUNK, AND OF THE CONTRACT AND SHALL BE COMPLETED WITHIN FIFTEEN DAYS AFTER
CROWN OF THE TREE. EXAMPLE: 2x4 STANDARDS AND 1x4 RAILS; SILT STARTING WORK. THE CUT IS TO BE MADE NO MORE THAN 6" BEHIND THE
FENCING, ETC. BACK OF THE CURB OR OPEN CUT (TRENCH). THE CUT SHALL BE MADE TO A DEPTH OF TWO FEET BELOW THE SOIL SURFACE. THE ROOTS SHALL BE
IN SOME CASES PERMITS MAY BE ISSUED TO ALLOW TEMPORARY (30 CUT CLEANLY LEAVING A SMOOTH SURFACE. ALL CUT SURFACES OF ROOTS
DAYS) ACCESS ACROSS THE PROTECTED AREA. MULCH, 4" TO 6" DEEP TWO INCHES OR LARGER IN DIAMETER SHALL BE COVERED IMMEDIATELY WITH
WILL BE REQUIRED IN THESE AREAS TO ACT AS A CUSHION, TO PREVENT TREE WOUND DRESSING. R00T PRUNING EQUIPMENT SHALL BE KEPT SHARP SOIL COMPACTION. DO NOT STORE MATERIALS OR PARK MACHINERY IN TO ENSURE THAT ROOTS ARE CUT CLEANLY AND ARE NOT BROKEN OR
ANY PORTION OF THE PROTECTED ROOT ZONE. TORN BY DULL OR UNSUITABLE EQUIPMENT.
PRUNING AND THINNING OF EXISTING TREES: ALL BRANCHES OVERHANGING
FILL DIRT NO DEEPER THAN TWO INCHES SHALL BE Ai LOWED WITHIN THE DRIP THE ROADWAY OR EASEMENT SHALL BE REMOVED TO A HEIGHT OF LINE OF THE TREE. SEVENTEEN FEET. DEAD WOOD AND CROSSED BRANCHES SHALL BE
REMOVED FROM THE TREES WITHIN THE CONTRACT AREA. THE PRUNING
SHALL BE DONE IN A MANNER WHICH PRESERVES THE NATURAL CHARACTER IN THE PROTECTED R00T ZONE, STUMPS, DEAD TREES, AND SHRUB OF THE CROWN.
GROWTH SHALL BE CUT FLUSH OR GROUND OUT. NO GRUBBING IS
PERMITTED. FERTILIZATION: A FORMULATION OF 31-10-8 ANALYSIS FERTILIZER OR OTHER A5 APPROVED BY THE CITY AND THE ENGINEER SHALL BE USED. TREES
REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT AND FILL THE HOLES. SHALL BE FERTILIZED WITHIN THE PROTECTED ROOT ZONE AT THE RATE OF 6
LBS. NITROGEN PER 1000 SF. SOURCE OF NITROGEN SHALL BE NO LESS THAN
TREES THAT DIE AS A RESULT OF THE CONTRACTOR'`> kEG'JGEtiCE TO THESE 50x UREA FORMALDEHYDE (SLOW RELEASE LOW SALT INDEX). THIS LIQUID
SPECIFICATIONS SHALL BE REMOVED AND REPLACED LINGER THE DIRECTION FERTILIZER IS USED WITH A TREE FEEDING NEEDLE. AN EQUIVALENT DOSAGE OF THE CITY AND APPLICABLE CITY STANDARDS. SHALL BE APPLIED USING THE SAME PATTERN OF HOLE.
~ TREE PROTECTION DETAIL 17 NOT TO SCALE
RIP -RAP PLACEMENT
1. EACH RIP-RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6" BED OF
WASHED STONE OR ANON-BIODEGRADABLE FILTER FABRIC. THIS COST
SHALL BE INCLUDED IN THE COST OF PLACING RIP-RAP.
2. WHEN USING CLASS II RIPRAP THE MINIMUM THICKNESS OF THE RIP-RAP
LAYER SHALL BE 22".
2. WHEN USING CLASS I RIPRAP THE MINIMUM THICKNESS OF THE RIP-RAP
LAYER SHALL BE 14".
4. RIP-RAP SHALL EXTEND UP TO THE TOP OF THE BANKS AND BELOW THE
CHANNEL BOTTOM AT LEAST 22" FOR CLASS II AND 14" FOR CLASS I.
5. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2. C'
HORIZONTAL TO 1.0' VERTICAL.
T 6. WHEN A WELL DEFINED DRAINAGE CHANNEL CROSSES THE CONSTRUCP.ON
MIN. AREA, CROSSING SHALL BE MADE AS QUICKLY AND WITH AS LITTLE
DAMAGE AS POSSIBLE, REPAIRED IMMEDIATELY, STABILIZED, GRASSED, AND MULCHED. AFTERWARDS, RIP-RAP MAY BE REQUIRED IN
THE CHANNEL ACROSS THE ACTUAL CONSTRUCTION AREA. THESE WILL
`0 BE EVALUATED INDIVIDUALLY BE THE ENGINEER.
T MIN. 7. STONE FOR TEMPORARY CREEK CROSSINGS SHALL BE THE SAME SIZE AS
NOTED FOR THE PERMANENT EROSION CONTROL TO BE LEFT IN PLACE.
ONCE THE AREA BELOW THE CREEK CROSSING IS SEEDED AND MULCHED, THE CONTRACTOR CAN REMOVE THE TEMPORARY CREEK CROSSING AND
USE THE STONE FOR THE PERMANENT CHANNEL STABILIZATION,
S. ALL SEDIMENT CONTROL MEASURES AND REGULATIONS SHALL CONFORM
TO THE LATEST STANDARDS OF THE NC SEDIMENTATION POLLUTION
CONTROL ACT.
TOE REQUIREMENTS FOR
4 RIP-RAP BANK PROTECTION
17
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PROJECT MANAGER DRAVING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE a0°
M. FISHER NO SCALE RALEIGH, NC 27612 0 OLD RALEIGH SEWER REPLACEMENT
DRAWN BY PROJECT DATE (919} 782-0495 APPROVALS AMH/RGW 06/05 BIDDING NTS FOR THE 17
APPROVED BY PROJECT "BER WDICK-0 F%'S 0 N 029 n® y
Office Locations: 99 P a IN PUBLIC UTILITIES DEPARTMENT (CORPUD) DETAIL
FILE NAME PLOT DATE corrununity infrastructure consultants North Carolina Georgia CONSTRUCTION Z 0~" EV, NO, DESCRIPTION DATE DETAILS SHT.10-12 06/02/05 South Carolina RALEIGH, NORTH CAROLINA 19
REVISIONS Florida RECORD DWG. L
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OLDIE RALEIGH SEWER REPLACEMENT
SIGN BY PROJECT DATE WK [phone] PRO L FOR THE 1 S
[AMH OJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRILS WYNO RELEASED FOR DATE f7 . FISHER 1" 20' RALEIGH, NC 27612 AP VAS t 6/05 PROVED BY PROJECT NUMBER
D I C KUS 0 N BIDDING I Office Locations: ~l6Q P l M.FISHER 10640.00.RA IWO v~oT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION PUBLIC UTILITIES DEPARTMENT (CORPUD) SEWER SERVICE PROFILES
REV. NO. DESCRIPTION DATE FILE NAME South Carolina Florida RALEIGH, NORTH CAROLINA 7 g
REVISIONS SHEETS 3-9 06/02/05 RECORD DWG. R.
Bay W. o>.~~t

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DATE e M
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR M. FISHER 1" 20' RALEIGH, NC 27612 ° OLDE RALEIGH SEWER REPLACEMENT 19
DESIGN BY 6PROJECT /05 DATE P %WK (919) 782-0 APPROVALS 495 = e FOR THE SEWER SERVICE PROFILES
AMH 6/05 APPROVED BY PROJECT NUMBER
WDICK'Sw> 0 N BIDDING Office Locations: 01140 WASHER 10640.00.RA communit infrastructure consultants North Carolina Georgia CONSTRUCTION PUBLIC UTILITIES DEPARTMENT (CORPUD) ~ g
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE Y South Carolina Florida RALEIGH, NORTH CAROLINA
SHEETS 3-9 06/02/05 REVISIONS RECORD DWG. L
Q~ R r
AN

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• ` ~ ~ ~ 6 ~ SEWER EASEMENT ~ e `,=ee~ _ ~ / KAREN E JopN" AREN E JOFQN° ALCHEDIAK i~ -
~ ~ s~ , ~ - - ~ ~ X31 'Y'~1'rE OAK RC 331 'Y~Y1"E OAK ROAD 1833 W AK ROAD' JAMES W NEWLIN ~ ~ - STA. 7±„2.59 TO STA• 7+59.07 = 931.19 S.F. N:1704.58.3755 04.58.3788 LRr,' , _ N
~ PRESCRIPTIVE ~ ;~,BB ~ '~eQ ee' ~ -~j 3 55 EI R,, . yA' ~ DB 7397 PG 514 ,n_. I xa' 4'(1PLA ~ - SANITARY SEWER 1835 WHITE AK LE 3 7397 PG 514 DB 3318 PG 364 0 ROAD STA ~$~+15.78 TO STA. 8+47.48 - 629.58 S.F. IPIN:1704.58.4812 ~
~ ~ ~ INSTACL~~LF OF ~'`°s ~ ~ - a a 1~ i EASEMENT ~f - ~A is P PGAR STEEL CASIhErf L ' ~ e' ~DB 111 PG -E- ~,t RTES;
~ AERIAL CROSSIN 5EE-~-~_ `'a ~ ~ ~ ~ , ~1~kr PJtOP. SANITARY _ ~ 1. CONTRACTOR TO CONNECT EXIST. SANITARY SEWER SERVICE LATERALS AT 1823 1 1
W 1 ~ TAIL ~ , ~ SEWI•R~E4 ENT OPOP R~ 1825 WHITE OAK ROAO AND 1914, 1916, 1918, 1920, 1924, 1928 ALEXANDER ROAD TO ' i n
• v ~ r~ F, ' ~ ! _ ~ a. SEE SHEET 19 FOR ~ ARY S BIGGS ~ ~ ~F, ` ~ ~ ~ PROPOSED 8 SEWER MAIN AS SHOWN. LOCATIONS ARE FOR SCHEMATIC AND ESTIMATING
I"~ ~ LF 8' PVC SS ~ s ~ ZONE 1 o ~ ~ WER SERVICE UNE ~ 829 WHITE OAK ROAD ~ ~ eq. ~ , ~ ' ~ ~ cF 30 NEUSE PIN:1704.58.3711 4. i T ~ ~ ' PURPOSES. ACTUAL LOCATION F TI - 0 E INS MAY BE DIFFERENT. SEE SEWER SERVICE PLAN OR INSTALL AS DIRECTED IN FIELD.
, l ; ~ ` ~ - - - ~o• oAK ~ RIVER RIPARIAN ~ De - Pc -
- - , i ; i ~ ~ N ,1 ~ ' BUFFER 5 ~ ~ Q ~ ?q 2. CONTRACTOR TO INSTALL CLEANOUT AT RIGHT OF WAY. LO ATI N
~ zfi~ oAK, _ ry o~ i H ~ - R r o~ C 0 OF CLEANOUT SHALL BE h c P s Pueuc ALLEYWAY WITHIN PROPOSED EASEMENT. SEE SEWER SERVICE PLAN. of
~ - - ` N=748818.31 ~ ' s'a ''r X4~ , ~ ' ~ _ 15' ~bRARY _ I ~ ~ - i t T - ~ [~--2105131.24 IsA FLOWERS & rHOMAs 1 ACCESSIBLE FRt>bi WHI1E
L ~ ~ ~ n tX)N UCT10N- _ ~ ~ BRUGH ~ , - ~ t ENT , _ .5' TEMPORARY ~ - 1827 WHITE OAK ROAD / ,t_ ~ y ~ ~ OAK ROAD 3. ABANDON EXISTING MA ,,~3 ~ OU NHOLE AND ABANDON EXISTING SEWER LINE IN ACCORDANCE WITH
5 ~ - ` + i CONSTRUCTION PIN:1704.58.2677 G' AP c -FF'E=286.34 ~ ~s oAx ~1 CITY STANDARDS. SEE DEMOLITION PLANS. 1 AP C SCALE ~
i EA$EIIIENT ~ ~ DB 7942 PG 802 MICHAEL & KATHLEEN i , ~ ~ " ! ~ ~ ~ / ~ ` ~ F ~ fib. JEFFREY NEUBAUER $ RICHARD MOORE 2O 0 1a 2a so ao 1 eo CALL 4. SEE SHEETS 6 & 7 FOR DEMOLI110N PLAN.
' & EARL 1 -SC3t1THERN ~ ~ h5 - ~ 1823 WHITE OAK ROAD WHITE 1819 WHITE OAK RDAD , ; ,x°800 632-4949 K NE-CALL CENTER
PIN:1704.58~500 JOSEPH C. PURCELL FRED WOOD & RALPH PIN:1704.58.1656 a 1825 WHITE OAK ROAD t"i - DB 3094 PG 467 5. SEE SHEETS 8 & 9 FOR SEWER SERVICE PLAN. ITS THE LAW
_DB-3417~PG 381 ~ 1821 WHITE OAK ROAD MODONALD UNKNOWN PIN:1704.58.2645 yfi ~ PIN:1704.58.1526 \ ADDRESS ~ DB 8903 PG 1815
~ DB 267 PG -E- IN FEIN _ ~ ~ ~-pIN:1704.58.1587 - ~ DB 2445 PG 47 1 in h = 2 IN FEAT ~ ~ 6. CONTRACTOR RESPONSIBLE FOR EXISTING CREEK CULVERT IN PUBLIC ALLEYWAY WHEN 1 in h = 20 ft. USING PUBLIC ALLEYWAY OFF OF WHITE OAK ROAD F
OR CONSTRUCTION INGRESS/EGRESS.
PLAN VIEW: I" ' 20 OWNER AND ENGINEER HAVE MADE NO TESTS, OBSERVATIONS AND INSPECTIONS OF THE CULVERT CONDITION AND STRUCTURAL INTEGRITY.
PR F ' LE. H iz: R I 2 I 0 - 7. CONTRACTOR SHALL PERFORM SUBSURFACE UTILITY EXPLORATION BY ACCEPTIBLE
- _ _ 295 N- _ : _ _ _ ..;.TECH OLOGY AS RPPROVED BY OWN. FOR THE FOLLOWING PROPER ES. .
1922 ALEXANDER ROAD
W _ _ _ - _ _ _ _ _ _ _ 1924 ALEXANDER ROAD _ 7926 ALEXAiV.D.EP ~bAO
W _ _ _ _ _ . _ _ _ _ _ _ _ _ ,1F_SE VICE IS_ FOUND TO BE ACCE~St LE, CONTRACTOR SHALL RECD NECT SERVICE BY 1
: : - _ _ _ . , _ _ _ ; tF Sf wCE _IS _DETERMtNED -NOT-~fl ACCESSIBLE A~tD UNDER THE UItDING'S
O _ 290 ~o ~ FOOT RINT;_'CONIRACTOR SHALL 41SE 2 1 _.......290
r N ^ N ~
_ _ _ t~0~ f,.. +o r..n.. ~o~ FOR URPOSES OF ESTIMATING: QUAN TY SERVICES ASSUM 'T _ . _ ED 0 BE
rao 1 w _ _ - . g INAC ESSIBLE AND TYPE 2 ASSUMED TO ~B TECHNI . _
o ~F~-N~.N. ~ +N__.~ i _ _ _ .
I V1 tl1R??' ~ 1 tl0vm _ _ _ ~ M N _ _ _
285 N ~ 1 - - 285
2 _ W w _ _ _ 21..CY CLASS 1_ _ !_A N~ F z z 'RIP-RAP SLOPE ~ N z o
_ _ ~ sac _ _ : _ _ _ ~ - _ _ _ _ _ . . .
LE OE 1.8' _ TI~P.__ _ `~i~> > ~ _ _ ~ _ .TEFL CASING _ . g . z _ _ _ _ _ . _ _ _ _ _ _ , ..o o.~ _ . , _ _ _ _
7 •a PIPE _ _ _ _ _ _ cvo.~.c OFOI W N.
280 • \ tNN I fNN _ _ _ _ _ _ _ _ r 280
~ . R N 0?.... Z ~ N N f' ! M1 P
~ _ _ _ _ _ sEw~R _ N - 6 _ _ _ _ 8r , _ K~j. 3 (F - y~ _ i i .Cpl _
0 _ _ 84 8. DIP 0 0.5(1X_ _ .:Jr ,I._ . T N r....._. y(~~ !_.In.. ~fK?,?.. I_ . _ : _ L ...........ice., ~.N_~ ' ~ ! i N N
• 105 l~ aP ss o exlsTrN st ~ W orb _ _ _ _ _ . _ _ - ~BQ NQ d _ r ~ ZD ' Nall
y 0.51 SLOPE 275 ~ N N ~ 275
~ I = o
_ ~ . _ _ _ _ _ _ z z z ~ _ _ _ Ul w _ . _
SEE AERIAL _ II _ _ t~. 8; _ _ . ~i _ ; _ _ _ DIp, Clt06S1NG _ _ _100. LF.OF i _ 0 _ _ _ _ . _ _ _ _ a x~- -
4.81 QETAIL,S . 2 _ _ _ _ ESTRAINED _ _ _ ' X ~ LiJ 4C1 fY..(0
JCINt SIP _ _ L _ 270
r I _ _ _ , I~ _ _ X70
_ 0 1,45X SLOPE
I _ _ _ . _ .
265 . _ _ PVrv 0 _ .
2.002 _ 265

_ _ _ _ _ _ . _ . _ - _ _ _ CONNECT .T0 _ _ _ _ _ . .
_ _ 260 _ _ _ _ _ EXIST. 4 _ _ _ _ . _ _ _ _ _ ..MANWOLE _
0 260
~ _ 255 _ .
255
6+50 7+00 7+50 8+00 8+5 + 0 9 00 9+50 10+00 10+50 11+00 +
11 50 12+00 12+50
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE
M. FISHER 1 20' RALEIGH, NC 27612 OLDE RALEIGH SEWER REPLACEMENT SEWER PLAN & PROFILE 3
DESIGN BY PROJECT DATE WK [phone] APPROVALS AMH/RGW 6/05
BIDDING APPROVED BY PROJECT NUMBER APPROVED BY PROJECT FOR THE (ALLEY WAY - STA: 6+50
00.RA Office Locations: DICKSON PUBLIC UTILITIES DEPARTMENT (CORPUD)
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION SHEETS 3-9 06/02/05 South Carolina Florida RALEIGH, NORTH CAROLINA TO STA: 1 2+1 2) 19
REVISIONS RECORD DWG.

2~
_ QJE
~~~-\~~~~~~~N~~~~
J JJ.J~~J ~.s~.JJ
~
P ~~L Irk, ~ ~ IrL Ir ~ Ir~~~ ~~P ALEXANDER /WHITE OAK SE REPLACEMENT PROJECT ~p ~ ~ ~~I'~111Zr~~~ ~1'~
. SEWER
.CT SHEET INDEX
COVER SHEET
GENERAL NOTES, LEGEND, VICINITY MAP & QUANTITY ESTIMATE ...............................J
SEWER PLAN & PROFILE (ALLEY WAY -off Glenwood Ave ) ...................................2
STA: 1+00 TO STA: 6+50
SEWER PLAN & PROFILE (ALLEY WAY -off Glenwood Ave ) ...................................3
STA: 6+50 TO STA: 12+12
pF _Rq~~, ~]La~OG3
SEWER PLAN & PROFILE (NORTH OF ALLEY WAY -off Glenwood Ave) ...................4
STA: 1 +00 TO STA: 2+39.90
v; CHARLES MEEKER SEWER PLAN & PROFILE (NORTH OF ALLEY WAY) ...........................................................5
STA: 1+00 TO STA: 2+65.59
~ j ~~I~ I'~~.', ~ ~O~ VLJV ~~L~ LIVLI ~LJVl1 °
DEMOLITION PLAN.-•-•-----••--------------------••-------....--------------.....---...--•-~--------------------•------------••---------6
2`' ~ ~Q'~;%' JAMES NEST DEMOLITION PLAN-------•--
O ,
~wwa SEWER SERVICE PLAN-•-------------------------••-----•---------.....----------------...------------------------------------.......8
I°y = ~'p~ JOYCE KEKAS
SEWER SERVICE PLAN---------••-•---•••----------------------•----------...--•-~-- ...----•-~----.......------~-~-•--•-••----------9
_ CA
n~~ DETAIL----------------------------------------------------•-•-•---------•--- -~---~------------------------------------~--10
MICHAEL REGAN /U'
DETAIL -11
a~ ~
- '~'«'~hF ~ ~ s DETAIL -~----------~--~-~~---~-----~----------....12
- s TOMMY CRAVEN ' JE5SIE TALIAFERRO N.~s, . -~H; . ~
`'~,~p~,,~ DETAIL -13
DETAIL- -------------------~--...-----•------........--------...----~-----------...---------•--•---•------------------•-•------------------------14
DETAI~-------------------------------•----...-•--------------..............--~---~~ --~----~----------------------------------15
THOMAS CROWDED
DETAIL-•-•--•--------------------•---••----------•------......---------------------~-- ~---------------......---.........--------.16
DETAIL-------•--•---•-•-•--••----...-•-------••-------------------------------~--~------.........-~-- ---~------------~-------~--~-----~-~------17
PHILIP ISLEY
SEWER SERVICE PROFILES --•---------------------------------------------------------------------------------------~------------18
SEWER SERVICE PROFILES .........................................................~---••----~--....--•---•------.........-•-•---19
APPROVAL OF CONSTRUCTION
~
THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL '
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC
UTILITIES HANDBOOK. ~ ~ ~ i ~ ~ 1
CITY OF RALEIGH
PUBLIC UTLIITIES DEPARTMENT PERMIT # ~ . ~
AUTHORIZATION TO CONSTRUCT
DATE - W r
3101 JOHN HUMPHRIES WYND
RALEIGH. NC 27612 N1MO"'~~~.,,
(Q1 Ql 7R9-!1495 b.~'•.
Office 3 6 9®
WDICKSON Locations: 2 L 0! 28 D ~ D~~~~ J• RUSSELL ALLEN
consultants North Carolina Georgia o'I community infrastructure South Carolina Floridan
11 I 1 C~~4C7 GV1C~1fn~L~1~C~G3

N Q S Z
Y ~3&
O pN.°Z
ZF< ~w=
oz~ vo
U° W W
~~'a o~~
N3Z PROJECT DESCRIPTION:

°=o TO REPLACE AND REALIGN APPROXIMATELY 1,600 LINEAR Z~° 'THE CITY OF RALEIGH INTENDS L.P. LIGHT POLE
F~~ - THE VICINITY OF ALEXANDER ROAD, WHITE OAK ROAD, AND SIGN I-EET OF EXISTING SEWER IN L oar ~ I L ELIMINATE SEVERAL SEWER CONFLICTS WITH HABITABLE NAIL
° ~ i~LENW00D ROAD. THIS PROJECT W L ~ a?vcri N AKING SEWER LINES. EXIST. FIRE HYDRANT
W~JW SAND REPLACE PROBLEMATIC A D LE F.H. T/C TERRA COTTA °Za ,STRUCTURE
oo~° EXIST. TREE POWER POLE
~3°~ P.P.
WZ~~ BENCHMARK W EXISTING WATER LINE J GENERAL NOTE:
=W~' NITARY SEWER MANHOLE EXISTING GAS LINE ~~NW H PUBLIC UTILITIES S EXIST. SA G
°wm T BE IN ACCORDANCE WITH ALL CITY OF RALEIG oao ,4LL CONSTRUCTION 0 EXISTING SANITARY SEWER
~°S~ PROPOSED SANITARY SEWER MANHOLE SS <N ° ,STANDARDS AND SPECIFICATIONS.
~~Z~ PROPOSED SANITARY SEWER
MAINTAINED oc.o. EXIST. CLEAN OUT N N PUBLIC EASEMENTS SHALL BE OWNED, OPERATED & SILT FENCE oNOZ ALL SEWER MAINS WITHI
oo~o ~ PROPOSED CLEAN OUT ~FmW BY THE CITY OF RALEIGH. -OW OVERHEAD ELECTRIC
owom W.M. PROPOSED TEMPORARY CONSTRUCTION
Y°aa TI ITIES PRIOR TO CONSTRUCTION. EXIST. WATER METER = T R SHALL VERIFY LOCATION OF ALL EXISTING U L ® EASEMENT ~,,ONTRAG 0
. Z -Q ~ T VALVE - - - YoZW EXIST. WA ER PROPOSED PERMANENT SANITARY SEWER
3o"N RPUD'S PUBLIC UTILITIES HANDBOOK PAGE 154-28. EASEMENT
°z ALL SEWERS TO BE ABANDONED PER CO METER ~vQ © EXIST, GAS
~~~W - - EXISTING PERMANENT SANITARY SEWER ~WZ~ G.V.
~O TROL: ® EXIST. GAS VALVE EASEMENT ~ ° ~ Q EROSI ON_ CON goy; -R/W- RIGHT-OF-WAY
IRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PROPOSED PLUG
CONTRACTOR SHALL BE REQU CLEARING AND GRUBBING LIMITS AGE TO ALL ADJACENT PROPERTIES AND STREAMS IN _ _ _
PREVENT SEDIMENTATION DAM _ _ _ EXIST. STORMWATER PIPE N CONTROL PLANS AND THE CURRENT NORTH CAROLINA
ACCORDANCE WITH THE EROSIO TREE PROTEC110N FENCE MANUAL. STANDING WATER WITHIN THE PROJECT LIMITS TREE BUSH LINE
ION AND SEDIMENTATION / EROS I T ED AREAS SHALL BE STABILIZED AND SEEDED AND _
SHOULD BE PREVENTED. ALL D S URB /PF -2;r- CONTOUR F THE ENGINEER. ~ IRON PIPE FOUND (PROPERTY T1E)
MULCHED AT THE DIRECTION 0 -x EXISTING FENCE ~ , , i r
BOTTOM OF BANK ~ 1 FOR SE UENCING, SEEDING SCHEDULING, MULCHING RATES & . ~ ~ ~ ~ o ~ ~ ~
REFER TO SHEET 14 OF 6 Q P~.~~~ v ANK a" ~ ? ? ~ ~ ~ ~ l ~ „r ~ J ~ ~ ~ ~ , I I ~ h ~
FERTILIZING RATES. TOP OF B ~J??, NSTRUCTION ENTRANC TEMPORARY CO E L",~ ~ , ~ , ~ ~ i ~ ~
ZONE / 30 NEUSE r-~~r?,~?~n ~ ~ I ~ 1
N.C.D.O.T. CLASS I RIPRAP SHALL BE PLACED AT ALL CREEK CROSSINGS RIVER RIPARIAN BUFFER THE CREEK WATER LINE. ' _ " - " ` ~ ~ ~ ~ T ~ t ~
ON CREEK BANKS AND EXTENDING DOWN TO RIP-RAP WITH THE TOP OF EXISTING UNDERGROUND ELECTRIC THE TOP OF RIPRAP PLACED SHALL BE FLUSH ~ o ! , i ~ . . ~ ~ ~ RC
F I TURBED AREA OR r-~~?~?7~ ~ ~ BANKS; WIDTH OF RIPRAP SHALL EQUAL WIDTH 0 D S ~ / ~ ~ ~ ~ , , , ~i ? ~ ~,A ~ \
M ~ R AS PER PLANS. SEE PLANS FOR RIPRAP THICKNESS AND CLASS. CENTERLINE OF CREEK/STREA MINIMUM 10 0
~ ~ \ ~ _ ~ , yr~
~ ~ - ~ ~ ~ 1 `
FENCES: j ~ ~ ~ - 0 ~ 1`~i i ~ ; , r- ~ iI ~ „ , ~ s n ~ i
M VAL AS SHOWN ON THE N S WITHIN THE CONSTRUCTION LIMITS THAT REQUIRE RE 0 ALL FE CE ~ , ~ I ~ U ~ A ~ / ~
WITH A FENCE OF EQUAL QUALITY AS APPROVED BY THE PLANS ARE TO BE REPLACED ~ ~ a ,
ENGINEER. / r I ~ , 4
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION ~ ~ ~ ~ / ~ I
INATE WITH AFFECTED PROPERTY OWNERS WHOSE FENCES WILL OF SEWER AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR ? ~i
CONTRACTOR SHALL COORD , MOVAL. CONTRACTOR SHALL PROVIDE TEMPORARY FENCE FOR TA TIN THE CE A GINE RIN TM NT AT 831-6810, ~ R / Y I ~'~~0% V~
REQUIRE TEMPORARY RE CON C G •1•-- ~ ~ ~ 1 ~ ~ i
ARRICADING PETS UNTIL PERMANENT FENCE IS INSTALLED. AND THE PUBLIC UTILITIES DEPARTMENT AT 890-3400 AT LEAST 24 B HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. C l~,
SUBSURFACE INVESTIGATIONS: ~ i,y ; ,
F R THIS PROJECT. TO NOTIFY BOTH TY EPA THE T IN ADVANCE OF i o i i ~ ~ ~ \ i
NC) SUBSURFACE INVESTIGATIONS WERE PERFORMED 0 FAILURE WN INVESTIGATION BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF ~ , N , V A ,i
NTRACTOR IS ENCOURAGED TO MAKE HIS/HER 0 THE CO ~ RY FINES AND REQUIRE REINSTALLATION OF ANY WATER OR Y MONETA M T ~ ~ ~ A YR _ ~ M - ~ . -
AS TO THE SUBSURFACE CONDITIONS. SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS / ~
NOTIFICATION FAILURE. ~ ~ ~ .:r .~C ~ ~
~ ~ rr,... u ~ l ? a ~j ~ ~ „ •
TR A P U BACKFILLING: FAILURE TO CALL FOR INSPECTION. INSTALL A DOWNS E M L ~ ~ A n ? ~ ~ ~ ~ i - SH T
P ANS ON THE J B OR ANY OTHER ? ~ ~ ~ ~ ~ g~
IFICATIONS. HAVE PERMITTED L 0 SITE, TAILS 2 11 3 11 & 4 11 & C.O.R.P.U.D. TRENCHING SPEC REFER TO DE / / / VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINS ~ ~ ~ _...:e• ti~ ~ ~ ~ ' ~ ~~J
AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF ~ t / j ~ rr~
RALEIGH. ~ it ~ i ~ r ~ /
UTILITIES:
~ ~ ~
- - UTILITY LOCATIONS
HALL CONTACT NC ONE-CALL AT 1 800 632-4949 FOR CONTRACTOR S I N. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF RALEIGH UTILITY
PRIOR TO CONSTRUCT 0 W
CC}ORDINATOR OF IMPENDING ORK. ~ ~w ,
MPT TO LOCATE EXISTING UTILITIES. IT IS THE i A ~ ~ ~ ~ ~ ~ ~
THE ENGINEER HAS MADE ALL POSSIBLE ATTE S , ATIONS OF ALL UTILITIES PRIOR TO ~ ~ / ,
C)NTRACTOR S RESPONSIBILITY TO FIELD-VERIFY THE LOC C . i, / ~ ~ ~ ~
F ICTS. ANY DAMAGE TO UTILITIES INCURRED DURING CC}NSTRUCTION AND TO NOTE ANY CON L ~ ~ ~
TH RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONSTRUCTION IS E ~ 1 ~
> ATI N CABLE N E. CONTRACTOR SHALL LOCATE ALL TELECOMMUNIC 0 S, CONTRACTOR S EXPE S ~ ~ 1 ~ . c 1
ELECTRICAL AND GAS SERVICES PRIOR TO DIGGING.
\ ~ v \ ~ ~ k, RNiNG i v~N'~ - 1
LNG CONSTRUCTION THE CONTRACTOR SHALL CONTACT EACH OF THE UTILITY BEFORE BEGINN ~ ~ ~V < ~
TH AREA OF CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS. THE ~ / OWNERS IN E PARKNG ! ~ PARKNG `~~1 1~- ~ s% a ~ ~ ARrA REA ~
SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY THE OPERATIONS OF CONTRACTOR i ~ ~ ~ ~ PARKING PARKING j~ i - ~ ^ ~ PARKING ~ AREA AREA ~ i i~, ~
NECESSARY ADJUSTMENT OR RELOCATION OF OIHERS PERFORMING THE ABOVE WORK. i ~ ' ~ ~ AREA ~ ~ PARK]N ~ / % ~ ~ 1
UTILITIES EXCEPT FOR CONTRACT ITEMS, WILL BE PERFORMED BY OTHERS. THE EXISTING , 1
NTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE CU
SATISFACTORY PROGRESS OF THE PROJECT.
r~anir ~ ~o,~ecrurcur
MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:
A. WATER LINES - 18" VERTICAL OR 10' HORIZONTAL
B. STORM SEWERS - 12" VERTICAL
D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPA- OF RA
ANITARY SEWER LINE AND WATER LINE ~ RATION DISTANCES BETWEEN THE S / y Fj A
M SEWER CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH / OR STOR Uii ti
THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT ~ ' I OF THE POINT OF
APJD EXTEND A DISTANCE OF 10 ON EACH S DE ~
CROSSING. 1. ti>> ~ Q~i 0 ~
N R INE OF '9 ~~"r~v~
DISTANCES NOTED ON PLANS ARE FROM CENTERLINE TO CE TEL ~ p h ~ C~? MANHOLES.
1104' ~I~1~T'~®~,

1a~~usesuq,,~r
MINE PROJECT MANAGER DRAWlIC SfJYF RELEASED FOR DATE 3101 JOHN HUMPHRIES WYND wwwwll~
M. FISHER NO SCALE RALEIGH, NC 27612 APPROVALS OLDE RALEIGH SEWER REPLACEMENT
DESIGN BY PROJECT DATE &WK [phone] AMH/RGW 06/05 BIDDING FOR THE SEWER NOTES,LEGEND,QUANTI TY ESTIMATE, ~
r I Z APPROVED BY PROJECT NUMBER DICKSON Office Locations Q= 40 P PUBLIC UTILITIES DEPARTMENT (CORPUD) APPROVAL BLOCK & VICINITY MAP
M.FISHER 10640.00.RA Exoneers . Planners • Surveyors North Carolina Georgia CONSTRUCTION RALEIGH, NORTH CAROLINA ~ g
REV. NO. DESCRIPTION DATE TILE NAME PLOT DATE LQAdSCape Architedts South Carolina Florida ~C
REVISIONS SHEETS 2 06/02/05 RECORD DWG. W. ss
e j

~ ,4 - - ~ 1 ~
m ~ ~ ~ / 2 - . Z , N, 2 - Sbf 4 t GEORGE & VIKKI EARP ,286'2 t ,296 46 t FF -2 ^28.22 GEORGE & JANE CHRIS PHER SM+fi~f " ~ "FFE=272.61 / inm ~ Ff LASLEY 1924 E~dD€R HOAD FFE=274.7 ` KIMBREL & ALlGE-` Nx-
~ Y - t FF~ 1 E .p E 6+4N AND PROFlLE 1914 ALEXANDER ROAD f, ~ Ff t 1 1 ItT17 - a- 1 1922 ALEXANDER ROAD i D 0 -53984 Y~'dRREN; ET AL 1 m
o;~ _ I ~ - t PIN:1704.58.1830 / ~ t t t mop \ I ~ ~ t DB 11097 PG t t pt ,-rQ ~ , ~,s"tREE REPLACE 0 LF OF ~ ~ ROGER & ERIEEN THOMPSONt JANA ANTOS & t 't, B 907 - 1 PIN:1704.58.3932 i 55 1926 ALEXA~ 1 ~ `g '1 DB 3067 PG ~ IN:1Z94:58. ~ lr $
z . ~ CONCRETE DRIVE 1916 ALEXANDER ROAD t t ~ W ~ \ - EXISTING CE WITH / \ A BLE FR PIN: t MICHAEL ANDREWS t A -.,~r' - ~..SS~ ~ 6811 -PG P~ v,N.- '
~ AL OE E AL ~ CCESSI OM 1704.58.1885 5 oz 70°~"'~ N MATERI t QU , ~ D t 1918 ALEXANDER ROAD t ~ v o ~ ~ t ~ \ ~ WPB 15 WID `'~Rr~ ~ ALEXANDER ROAD B 3655 PG 173 t t 5~~ , - ~ - SEE NOTE-~ ;,1',.,<<,;~,a~ 1 1
wU°w \ 1_ ~ ~ QUALITY ,~~~,G ~ ryC _ ~ t PIN:1704.58.2846 t ~zY / 3' roan ~ to _ ~ _ ~ TEMPORARY ~ ` t D8 8835 PG 1485 t ; ; w a / P r'AREA~~ ~ - _uAw~ CCESS EASEMENT - - - t ' $ , / ~ SHROB ` /-i~..._ _ i ~ / O
aa ~ H ~ _ _ > ~ s T DER I ~ ~ , - e•• , 1 ~ i;//
w 3 ' ,X ~ ~ • '~a 4 X ~-._X \ \ ! i ,.\t~ ~ ~ ~ ~ @"~AN I \ 1 ~ - = - i l . ~ ,?i i~ ~ ,p ~ t~ X---~`~`- GnROEN \ ~ ~ ~O ' 1 ~ I ~ PROP. 8 LF OF _ _ I , ti, / m ~ z , _ ABA I , , I \ TEMPORARY ,~1'.~'.- ; ~ ~ ~ 1, , SSA i REPEM4S2TlE jL1' x/"'
> > ~ ~ t x ` ' - ~ - ~ \ / s \ ~ l v t , ~ \ CONSTRUCTION TREE PROTECTION t r `k %a~REP~ "MrknE 0 0I ~ ~J> g4 ` / ~ \ z~ , ~ 1,~ _ \ ~ \ f CE CE TYP. tip " ~ ~ _,s ~
~ O - \ ~{OiA \ s3 ~ " / _,,,.,,_.y~_~ ; - - - ~ - ~ \ ~y ~ ~ \ ~ ~ ~ `I-1 ~ R PLANTER ~ 5 ! / Z G X ~ C S
~ ~ 1 ~ RIME _ _ - - ~ /~~SS ~
o w J - s~o At A ov~u.~G 6" TC ELV=2 ' - T - ~ A fit' " ~ G m z o l ~ W i .ORAI~Y-COiJSTRUCIION- i' I _ ~ ~ - - ~ ouv~ susH ~
~ ~ <w ~ ° ' ~ x t ~ NT ~N--EACkt M~j _1-__ ~ o z o ~ e~ - y / t NG FENCE WITH s' DIP I ~ QRARY -2' ~ t - , s ~ =u' ; - ~ ~-1 ~ u NECT T NOTE 7 ~ ~ STA. 11+25.21 EXiS . I+TxNHO
. w p c - t IAL OF EQUAL ~ ~ ~ - _ p~ ~ - -~a: ~ , - ~ ! i - _ ~ /rte . ~ ow ,9 \ T~ i~~~ ~L EMOVE 59 SF ICK "r Y Ez. ssMH ~4
5 P s I Nz~F e, % ,ten ~ l ~ C~ ~ W - ~ i `i'K ; - RI LP'.\~--1• : =2105372.10 sra. 12+12 6RICKS SYnR , ~ RIM ELV=270.62'
Rug ' 1.~1i UTSiDE ~1ENT AS 2" YAPlE 42° B" INV IN=265.92 DLTED BY PROPERTY ~ u,~~:a`~,'_ a' INV I ~ t N=265.42
4> _ _ _ _ s OWN ~ ~ 8" INV D T= U 2fi5.37 LSA ' q~ aatc ~ N=746957.27
KUWm \ j h~ / pq~0 -'j \~°^a~~ E=2105452.91 TH .
~~Op ~~A ~ / ~ / ~ II Q m U H \ Ce ~ \ / y7 t ~ - ~ / E ~ HEE li - INGRESS a° ~aaPt~ OF CE
S Y W A, ~ U9 t X ~ I F-J ~ \ \ ~ t ~ Z p o w \ Rue t /X r ~ / ~ - 0 TAL EGRESS ~ ~l„ SHRUBS
- o ~ ~ ~fi~ ~ t ~ m , Z i \ I i 1 • ,r i ~ ~ ^ ~ 30" PINE ~j~ ~ 'I x I PROP. 'SANITARY ~ T - - - ~ - = = ~ SEWER EASEMENT X SHRUBS ~ --%s~ MA ~ ~ , '1',~„
W ~ ~
z ~ = m ,REPLACE 20 t - . k _ ee= _ _ - ~ \ ~ - - , \ - A. 9+ .4 ~ pwp~ ~~L \"O\ ~ T, .~:BB - 36"POPLAR \ 1
Y o a a ,EXISTING FENCE WITH ~ ~ ` ~IH ~ - - \ % / N 48823.23 v ~ _ MATERIAL OF EQ AL ' - - ~ \ , , E~ 265.74 x _ _ '
s o ~ m Ti E 1 = ST 7+33.fi1:: " `~V ` ~ / x m E"1 ~ 4U TY / ~ ~ , , ~ I ' 20 LF OF yOtia I SHRU j . ~\~t~~y / ~ ~ 3 TREE / /
3 F ? N w =7+48669.08 ~ i , ~ i ~ 30" POPLAR ' NG FENCE WITH ~ ~ -
o Z w ~ ~ / E=2105085.92 ~ , / / / I ~ MATERIAL OF EQUAL, ' _ - $,,,~ta -
=z ~ a~ _ _ - _ _ t R_IP-RAP , / X ~r..,~e_ _ = _ /
m / ~ r~ - ~ - `x Z ~ ~ INSTALL 514 - - --BB` - - ~ O
I ~ OF ALT FEN ~ _ - _ Doom / i ~ i / . - - - _ - ' . = - - ' - _ - - ~ TEMP. CONSTRUCTION ~ ~ SARA WHITAKER ~ , - " ~ ~ ENTRANCE TO BE USED i 1837 WHITE OAK ROAD ~.3
W ~ ~ ~ ~ - s TREE / ~ /lX % 8g° i - - - ~ - ~ ~ PIN:1704.58.4887 ~ T8'~~ F INGRESS/E~tESS ~ DB 1$30 PG 486
~ 72"RiEY~ X ,//mss ;e~ , - ; -,a- U1 FR WHITE OAK ROAD R LACE 20 LF c' h , ~ ~~w
NE ~ ~ SSMH ~ X~ X/ i/ i/ ~ EXI G ~°r ;~.t~x: ~ TEMPORARY O FENCE WITH coN U TtON
REPLACE 1 0 . I ' , X / ~ % / ' / ! ~ / ~ EPLACE 20 LF OF , 2 fF ~ ~ t. NE 2 s . ~ yes r / OF EXIS111~G ~'~'~~~,'a ~ ~ ZONE 1 / / j ' / EXITING FENCE WITH )F MA IAL OF EWAL , STR C `7.;:, `~~j" ENTRANCE
48754.85 ~ / ~~e FEN ~NIITH t ~ 30 NEUSE ~ , , ~ MA IAL OF EQUAL
1MATERIAL OF ' ~ \ RIVER RIPARIAN ~ / ~ , , . ~ • QUALJTY .i i - EQUAL QUALITY ~o ~ •y. ~ . ~ BU gg i ~k f,:~>,~,;~~;a '~.a,*1:'a .~y'i
NST 35 LF . ~ ~ ~ / . "rT :1~~;
~ _ OF SIL FENCE ~ ~ ~ ~ , ~ ; e , JAMES & DEBORAH , (t;;~-~°s ,Y~p
t ~,AE V PROP. SANITARY ~ ~ ~ ,.~,.:--i/ KAREN E Jo,pN,.~" •1l I~J d° .N E JOIN,..... ALCHEDIAK
~ `°i EASEMENT egg - ~ - ~ i'98'~ i e 1 E OAK ROAD ~1 ~ / ~ ~ ~ ~ PIN:1704.58.3755 i1"E OAK ROAD 1833 AK ROAD~'~ si''~''; r~% 1704.58.3755 04.58.3788 JAMES W NEWLIN y;~-,~.1~,;~7~r'
4, ~ PRESCRIPTIVE ~ ~ B,~ •.ti _ , B ",,r ; ~ ~ ,r°"` DB 7397 PG 514 SANITARY SEWER , , \ . ~:;v - - i 7397 PG 514 DB 1$35 WHITE OAK ROAD l:`i~?1„~'°"``b,:; 3318 PG 364 PIN:1704.58.4812 ..;~~-w^`~~r'1
- ~ NST OF tee, , - ? U~ 1' tE EASEMENT 'l,.- - r,•, ,a. S1EEL CASDlfr~ ~ ,t,~~/.'ce B 111 PG E ~,~.~?,s.r„~1,^i'"I,. TES;
- AERIAL CROSSIN SEE--~~_.~~ .l~ \ PROP. SANITARY 4':' a ~ " 1. CONTRACTOR TO CONNECT EXIST. SANITARY SEWER ~r~~,~;~~`r4.~-"t SERVICE LATERALS AT 1823, 1821,
w T AIL \ ~N Of Ra< 3Y ~ . v, - 1825 WHITE OAK ROAD AND 1914, 1916, 1918, 1920, 1924, 1928 ALEXANDER ROAD TO Of RA(
~ ARY S BIGGS 'fir _ ~4 SEE SHEET 19 FOR ZONE t 4 ~ F, ~ ~ PROPOSED 8 SEWER MAIN AS SHOWN . LOCATIONS ARE FOR SCHEMATIC AND ESTIMATING 4 PURPOSES. ACTUAL LOCAl10N OF TIE-IN
~ - - f. SERVICE UNE 1829 WHITE OAK ROAD F,.~ - - ~ ~ ~ 30' NEUSE PIN:1704.58.3711 i S MAY BE DIFFERENT. SEE SEWER SERVICE PLAN OR ~ INSTALL AS DIRECTED IN FIELD.
~ GAx RIVER (6PAI8AN ~ ' DB - PG - / 15 ~ 1 BUFFER o ~ ~ ~
/ n ~ i, 2. CONTRACTOR TO INSTALL CLEANOUT AT RIGHT OF WAY. LOCATI y ~o , ~ ON OF CLEANOUT SHALL BE
~ ~ ~ ~ 28,,"~,OAN/ 9 C RO ~ ~ ~ ~ c~,_ N=749618.31 / ~ ~ ~ ~ PUBLIC ALLEY4YAY WITHIN PROPOSED EASEMENT. SEE SEWER SERVICE PLAN.
'Qj y 4 / _ - - _ _ 15r UKARY ~ ~ Ec~1O5131,24 15A FLOWERS & THOMAS ACCESSIBLE FROM WHITE
d1 ~ i ~ ' , \ - r ENT .5 TEMPORARY 1$27 WHITE OAK ROAD s~aRe rou c 3. ABANDON EXISTING MANHOLE AND ABANDON XI TIN E S G SEWER LINE IN ACCORDANCE WITH
~ , - ,5 / ~ ~ - - CoNSTRUCTIaNN PIN:nD4.58.2677 GtAP C CITY STANDARDS. SEE DEMOLITION PLANS. AP C SCALE ~
FFf=286.34 ~ EASEMENT ~ DB 7942 PG 802 i ~ MIC}iAEL & KATHLEEN / _ ~ ~ JEFFREY NEUBAUER 20 a ,a o 1 a 40 ~ ao CpLL~„.gOp 4. SEE SHEETS 6 & 7 FOR DEMOLITION PLAN.
! - G _ _,G ~ '~o- ~ RICHARD MOORE & EARL -SOHTHERN / ~ 1 5 823 WHITE OAK ROAD WHITE t 1819 WHITE OAIy ROAD ~ PIN:1704.58.1656 1 9a9 K -cAU carry
JOS H C=,PURCELL -,FRED WOOD & RALPH ~ ~ 825 WHITE OAK ROAD PIN:1704.58~1500 ~ i 18 1 WHITE OAK ROAD DB 3094 PG 467 PIN:1704.58.2645 ~ ~w 5. SEE SHEETS 8 & 9 FOR SEWER SERVICE PLAN.
~B_ 3417~PG 381 MCDONAt;D UNKNOWN DB 8903 PG 1815 N:d 4.58.1526' ~ 5~ ~ /Pi ~0 \ \ ADDRESS _ IN FE T IN FE T) 6. CONTRACTOR RESPONSIBLE F
_ _ _ _ _ i - , DB 267 PG -E- _ ~-'PIN:1704.58.1587 / - \ A/ j ~ DB 2445 PG 47 1 in h = 2 Y - OR EXISTING CREEK CULVERT IN PUBLIC ALLEYWAY WHEN 1 in h = 2 ft. USING PUBLIC ALLEYWAY OFF OF WHITE OAK ROAD F R N
0 CO STRUCTION INGRESS/EGRESS.
N 1 2 . I 0 OWNER ANO ENGINEER HAVE MADE NO TESTS, 0BSERVAl10NS AND INSPECTIONS OF THE i~Orj' ; . CULVERT CONDITION AND STRUCTURAL INTEGRITY.
N~ 1
I~.. I L.HR . 7. CONTRACTOR SHALL PERFORM U S BSURFACE UTILITY EXPLORAl10N BY ACCEPTIBLE
~ . - 295 N- ' ............:..TECH OLOG~'..AS...APPR01lED..B.Y.O FOR..THE...F.OLLOYVING...P.F~OP.ER.
:1922 ALEXANDER ROAD
w 1924 ALEXANDER ~OAD .(~A[~ 1926 ALEXANGEa ~
W 1 VI .....IS...... U# .....O;..B .....A~ . . F CE FO . D T E SSI ~ LE; COi~fiTRA~TOR ~FIALL R1='C0 N 1'
. Mt N . • VICE !S DETER NED flT TO B ;4CCE551$LE A~tD~~UNf3ER-TitE UILDING S
o . U~ a 290 ,o ~ 00 ...i= RI#T; GO#T1;~ACTOIZ _SHALE...~15E.....2...._........... .
r N h N M) •
N~ ,p . M1 nal ~ ~ ~ ~ + FOR. URPOSES OF ESTIMATING: QUAN TY S RVI SLIMED :TO BE
m i * ~ Z~. .4: NN M ...W. INA Q TYPE2 ASSUMED TO BE TECHNI UE.
p...... ~ ~ F.Nm. il...~ ~N ~ a m N • .............8:... EN. . U5fiN0 iWE. DRt1~EWAYtOCA DON: 1914AtEXAfifDER ROAD O AECESS THE PROJECT,
(n ~iiE?? tl ~vm Q~.~..~..A N ON CT SH RE . .S . : E W AN AM E 0 : _TO .DRIVE AY: Y..D G...... R~ -0 STURBANCE TO
285 ~ N ~ ~ ~ SHALL BE
N`'~.. 21 CX..CLASS..1__.......... L..N.°D ICJ zz~» _ `RIP-RAP SLOPE r-N z ~ Q Q C4 E R.(;,PAI ...Ep....T..Q...~QUAL...QR...~.~TTER...C N I11 N ~ . N` ;.$HALL...MAT. H..ERXI~TiNG THICKiJESS.
O ZZ q..-... ~~a._._ ~ ~ ..........................................PROTfCT10N......... ~ r ..,r_.......
...I... LE...QE..16 ......1Y~.............. . 3 ~ ~~.Z...Z.... CO ~ CA NG - - ~.ol.....................................................
_ _ _ _ ,.P~. _ . c~a~.N.. . • ~o NOS.N f N N
280 ~ : \ tNN 1` A fn a 280
N f" ,rt! H ?o N r :...~Ie ~ ~p Ol" 2 ~ _O r'M'1`''lV = N W m
SEWER _ . ~ N T~~/~ . .......I
~8 ~ ~ ,t,,.. ss.o ~ 6: DIP ss o a5ox SLOPE ~ , ,F,, , ,~:s,.~ F._ NM :.......42Q.'ZZ...i... : i..~ N .....N.....
. ~ 105 LF DIP SS - EXlST~G GR _ _ _ _ _ _ p NQ.... • i r 2 i N.~..~..~... Z ~ ~
0.51 sLOPe 275 -----Z+- ~ ~ .rn r N H F 275
F,.~ - r~ _ . z z o
i i (nrw~»
. SEE AERIAL ~ 8» . Dt R 10i}.~;..OF. ,..Sr..Q . ; ~ ~ • :
CROSSING 2 ~ 4.81 _ _ _ _ ...........QETAIIS . ED ' x ...Irlin 0:. ~ ..pp. pp..
,IaNT rsl~....... z7o ; i [ [ .270

'0 jj
. p~~ ~ fib',er..... a 1i~A
....i... ...........r,.......... ...t... . i
265 ...c... . P4~; SS O
2.00x 265
................CONNECT..TD......
260 EXIST. 4 . ~ ANHOCE 0
260

255 255
6+50 7+00 7+50 8+00 8+50 9+00 9+50 . 10+00 10+50 +
it 00 11+50 1?+nn ~a+5n
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PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE M. FISHER 1" 20' RALEIGH, NC 27612 OLDE RALEIGH SEWER REPLACEMENT SEWER PLAN & PROFILE
DESIGN BY PROJECT DATE WK [phone] APPROVALS g
AMH/RGW 6/05 ° BIDDING ° APPROVED BY PRO ACT NUI~EER FOR THE
M.FISHER 10640.00.RA DICKSON Office Locations: 01 PUBLIC UTILITIES DEPARTMENT (CORPUD) (ALLEY WAY - STA: 6+50 3
REV. N0. DESCRIPTION DATE FILE NAME PLOT DATE community infroatNCture consultants North Carolina Georgia CONSTRUCTION p
REVISIONS SHEETS 3-9 06/02/05 South Carolina Florida RECORD DWG. Ail r~. RALEIGH, NORTH CAROLINA TO STA: 12+12) ~ 9
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a' ~ ~ i ~ • b ~ ~ ~ ~ ~ ~ I I 1 ~ ~el~j ,l k . , I i ~ i i i _ I ~!I I ~ fI \
~S' a ~ B PVC SS. r F Y ~ ~ti 1 ~ ~ ~ , ~ ~ ~ 0 f~ 56X~ ~.OPE ; / \ ~r`rc ss ~ ~ ; ; ~ s H UNE 3 -SEE SHEET
LL 3~ „y r 1 , i O O } - - - 1 ~ I~ J , ~~~,3 !A LE , ~ ~ ~ ~ " ~ LINE 1 =STA. 5+30.60 3 ~ ~ 5 FOR PLAN AND 3 !A LE ~ 10 ~
~OZ ~ ~ 1 ~ ~ o z 1- a ' r m ~ , ~ , k ~ PROFlLE f N 748553.34
z ~ ~ % +W % / i I o z ~ / JJNR1 ~ E=2104925.53 / ~ IRWIN & ANN ROVNER _ AY
r ~ 0 0 0 ~ ~ y~ 0 3 LINE 1= t ~tIDR W / F I ~NOa 1902 ALEXANDER ROAD ~
wKa ~ Q ~ ~ ,'JEFFREY & KATfjk. EN ; (t i ' PIN:1704.48.8649 ~ DB 2577 PG 353
o-~ o ,r , PERKIN ON =7488835.39 , w ~ ~ ~ r i ~ ' ~ E~ 4 rr ~
N~z ~ ~ ~ f ~'fs 1816 NyJ00D AVENUE , . ~ w - ~ ~N:1~0~48.8445 ~ ~ ' t % , i , l I I J,, ,II
~ o ~ ~ D~- 5540 PG 147 ~ ! ~ / i / p ~ / ~ ~ 3 0 ~ ~ / a,y / ~ ~ t HAROLD & JANE GREENE Q 1 !i ~ 1904 ALEXANDER ROAD
V H N ~ / !f / ~ / 1 ~l ~ ~I ' ~ I f PIN:1704.48.9711
, oaf J ~ ~ r' i , /,'r' ~ ! ~ , I DB 2568 PG 219 ~l 1/ i l ' ~ '
~sqw / J1 t d ~°'r ' GARAGE
woza / ~ 1 ~ % ~ ~ .g rr.~ -o A f / ~ ~ ~ i'l f, .wc~ f , 1. f r. ~ ` f ri , 78 '
r, ; ~
viz~~ I 1 ~ WI AM & JULIE _ ' ~ ` S ~-~a ~ ~ ! ~ 1 1 + U CHURCH - - ' - ; ~ / p
a~o-' ~ ° f 18 0 GLENWQ015 AVENUE ,~y'4 Docw6oD , , z / / ; ,r ~ "'J r r r ~ 1 ~ d• ~
i w ~ ~ ~ , ~ ~ I I PI :1704.48,$470 ~ / ~ ~ v w m / i D 3193 PG 230 4' DocwaoD L 1 1 II 7% ~
JOdO I Ir / r ~ 4 FlR ~ i r .
~ ~ r r 1 _ _ ~ - ~ ~ a ~ i fJW ~ Y l ~ Jr / r ~ ~ r TE,MP~2ARY 15 r CONSTRUCTION
U Z~ ~ ~ f fr ' i ~ Z o 0 0 !V / PRE RIPTIDE / ' - ~ ~ ~ J ~ ~ SANIT RY SEWER ~ a'.DOCxnoD- , f EASEMENT ~ c .
N . Z / ~ / 2'~'HOLLY o o Q ~ ~r v z w ~ ! ~ , f EaSEMEMT ; ~ ~ / I ; ~I . 1 f / /
~ o ~ ~ , ~ t ~ r f fOw Q v % ~ r I i / ~ z m e "'a"r» ~ ~ ~ ~ 3 SSMH 1 I i~
0 0 0 Q 9 / """r,~,, r I , ~ / / 2 ~ i 10 6+08.2$ ' i ' ~ ~ r i LINE 3 =STA. 2+85.59 y ~ ` ' ~ ~ •
oomz ~ ~ ~ r I , ~ l p _ N r I! wm i ~ ~ l N E ~ / ~ f 1 J / \ r 1, r LINE 12 = O+nO ~ ~ ~ , ~ ~ i ~i ~ R
YZ 'a r , i ~ - r ~ N=748588.20 ~ ~ r I E=2104992.63 ~
•p~p B ~ ~k~. l , r V Z j i"~~r , 1 ~i
Dava 7 / / ; i , / ~ ~ ~ , ` ST 33 if % ~ rl ~ / , 7 N ALL / i ~ i
~ W Z ~ ~ 3 E 1 - S A. +81.27 t i , / / OF SILT FEN _ ; / ~ '
a'. ~ Y Z ~ ~ 10 LINE 8 -STA. 0+00 , ' f r oo~~? ~ N=748331.70 ~ + I ; i UPCHUR H r a ~ ~ ~ y 18ti0 G EN OD AVENUE ~ % ~ ~ r, r T
UDOGI ~ ~ E=2104938.18 ~ _ , ' / r rwo `~oRr ~ ~ ~ / , ~ Pj~1:1704.48.9304 f EET . ~ DAD & NANCY STEWART ~
~ ~ ; / CON UGTI@N ! l j / DB 31 7jPG 359' FFE=308.96 ~ / ENTRAN j / i 181 WHITE OAK ROAD ~ ~ ~ PIN:17 58.0484
SSMH 1 SY OF ~ ~ ~ , I / i' , EPLACE 88 / ~ ~ g NE 1 =STA. 1+00 T s' D I r i DB 3D96 'PG 9
EXIST. PAVEMEN Wppp ~ - ~ r r , ~ ~ q - ~ 3• DOG s• y / j ~ ~ / LINE 4 -STA. 0+ 1 ~ ~ ~ ~ ~ i i ~ 3
4• =748193. ~ ~ ~ s ! r ; ~ - 36 HICKORY ' _f f 'T ~
jr -210485 EE - 3' DOGWOOD Y DOGWCCb'~ ~ % / ~ , , --TB-- - I ' i l / i ssM ~ H ~ ~ ` ST 3. \
ORARY / i / , COPISTR CTION s _ ~ - - - -_ta.r___-~__ Ts= / ~ s ~ a _pocwGOe- - _ % N-748448.99 1 0 MICHAEL & KA N
AC USE / iis~ ' E=2105004.90 ~ € ~ ~ SOUTHERN \
PUBLIC ALLEY AY. \ ~aa 1819 WHITE OAK ROAD _ ~ \ ~P4N: i 704.58.1500-- ~'w
~ ~ DB 3~j~~pp Stil RKING ~ ~ i AREA
a u ~ > U ~ ~ ~
GAYE P. TAPP _ _ _ 1803 WHITE OAK ROAD ~ _ : r ~ s--: r ~ - . - - - - ~ \ PARKNG ~ AREA
PIN:1704.48.9130 - . ~ ~ _ / ~ ' DB 6953 PG 77 `r - E - _ ~ \ ? ~ \
• u ~ x ~ `
~ ~ / i~ _ - ~ = r - ~ f P i tl m~ , y _ ~ {p ~ ~ r; ~ RKING ` - ' i REA
P ss^~ Bo`sti _ _ se ~ s++RUei _ ~ ' -Fh" cuW ,00 , ,EXISTING " S s• cE~AS,. i 9~S _ ~ ~ x 8 EWER , SS's ~ R. ~ s " ~ ~
/ , ~ / Q ~ ; ONE sTORY ~ ~ , ~ TO BE ABANDONED ~ PORARY 15 _ mss
' / yw /I 2' DOGWOOD ~ I ~ FRAME DWE ~ / / J, SS (~}s y ~ /x r ~ ~ , CONSTRUCTION - _ ~~i / J ~ EASEMENT ' ~ ' \ ~ I ~ m ~ , / ~ ~ PARKING
OA~ ~ ftl' ~ ~ g~{ B1V91 RUB Li ~ - ± .PATIO r ~ ~ i SS- i OAK may{ w F ~ BAR4 ~ i BUSH ~ ri t i V ~ ~ ~ AREA 0096 ~ l ~ ~ ~ ' P/A 89
_ ~ NE 7 r ' 8 if P~ TREE ~ ~DAK ~ ~ ~ r / , ~ TEMPARARY 15' ~ . s,RU(s ~ONALD & NANCY X r r ExIST.~sM~i , ,_-BROII:CTION FEN 1, , ~ ~ q5 2 N
~ I ` / r I IM ELV=297.87 ~ 55"' i~ CONSTRUCTION ~ I ~ MORMARK I (TYP. ~ _ ~ ~ ~ - ~
! Ip Q ° T P INV ELV= 92.27NE - ` ~ 'I DEDAR i ~ t~ASEbIEN.T x m~E I I ;1811 WHITE OAK ROAD 28 ~ B C = 92.3 _ ~ PRESCRIPTIVE ~ I V ELV ~ SryJy Is' aK; ~ ~ . F'~ ~ B TCP IN , ~ SS 3 ~ ~ w ~ ~ PIN:1704.48.9266 I ~ / a` TcP INV Fx~s~42sw II ~ ~ SANITARY SEWER RIPIIVE \ '
P z r oaKr ~ i LAURA MORGAN & GRAVEt~R~B DB 2350 PG 2221 FfE=298 a2 I r ~ Bu B ~ ~ _ ~ aao f _ _ ss-' ~ EASEMENT IY SEWER ~ \ ]DENT ~
I , ,rr,~ p w STEVEN HUNTER ~ l Bu~+ ~ k 55- EXISTING SEWS ~ `
~~~I'i~~1-~~6USH~~ i 1805 WHITE OAK ROAD ~ f Bu9~ f ~ ~ ; , . ~ , LL PINi 1704.48.9149 ~ ~ { Q TO BE ABANDONED _ / ~ ~ DB' 11205 PG 1603 Y ~ Lr , ~ ~ - _ LE , ,
' ~ ,i 5 ~ ~ esla~ ~Nc i , 'CEDAR m ' ;i ~ ~
a' , ~ ~ i' DaR ~ . ~ , ~ ~ ~
~ ~ P~ R 1 , ~ . ~ LL 2• M PtE
4" CEDAR q ~ i ~ ~ l f ~ ~ cuµ t~~~ ~ BRETT L. NILSON ~ / ~ , Ix a' Y ~aalE I y 1813 WHITE OAK ROAD
I PIN: ~p ~ A ~ 1704.58.0343 N , 4
I ~ a w ~ erac~ ~ DB 6677 PG 311 _ ~ \ 5 1 ~ PLAN V E ' I W I 2 0
yL ~ W m y~ ~ r.
~ F ~ r zx y ~ ~ I R = 20 FIL .I . HORIZ i~
1\
_ _ 32 0
320 ..3............
m ..,di'.
~ . d N ~ BEF RE Y U DIG
i i m p N 1 ~
p ~ + ___3_1_5
315 CALL 1800 632-4949
~ d v, rn~_ : . N.C. ONE-CALL CENTER IT'S TH
E LAW
_ N ~ r NOTES
310 ~ ___3_1_0 1. CONTRACTOR TO CONN T X
N ~.~0... NITARY SEWER SERVICE LATERALS AT 1803, 1805, 1811, 1813, 1819 WHITE
w ,~~.N.:I...I.d...:... ~ OAK ROAD D 1810, 1816, 1818 GLENWOOD AVENUE TO
. ~ m......:... PROPOSED 8" SEWE R MAIN AS SHOWN OR INSTALL AS
N 1 1 _ . f.....:........... d0i ~ Z k r IN FIELD LOCATIO p D NS ARE FOR SCHEMATIC AN
\ ISTI _ 305 M D ZZ- zz . 305 11M _ ES ATING PURPOSES. ACTUAL LOCATION OF TIE-INS MAY
I. PLAN.
_ N.. I ACTOR TO INSTALL CLEANOUT AT RIGHT OF W
~ m.....:... . . ~ mN AY WITHIN PROPOSED ~ ~ ~ LOCATION OF CLEANOUT SHALL BE
N. m ~.t....... EASEMENT. SEE SEWER SERVICE PLAN.
' 300 300
` ? • iS A ~ t 3. BANDON EXISTING MANHOLE AND ABANDON EXISTING n~ o^.~.~.
~ } a ~ ~ a SEWER LINE IN ACCORDANCE WITH CITY STANDARDS. SEE ~ A~ roo~' ~ DEMOLI110N PLANS.
....=a ~ N.,..... ~ Z ~ o
Tg 1~ ~a.~.~..._....... 0 ~a~~~...........................................,.............:...............,.................... 4. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL
295 ~ _ ~ _ _ z~ 295 LOCATION OF SEWER SERVICES FOR 1803 AND 1805 WHITE
- OPf'.................... 1 a - - A _ ~a........... 0 K ROAD PRIOR TO INSTALLING PROPOSED SEWER FROM
•a o~~ STA 1+00 TO ST + IS A 2 83 63 DEPTH OF TH SEWER MAY BE o
NOTE 4_ oa~a ADJUSTED DEPENDING UPON ELEVATIONS OF SERVICES _ a ao a~ N M.~apD.....;...
_ _ DE OL ON L N _ <dn..~...t~~..~.N.................................... ~ 5. SEE SHEETS 6 & 7 FOR M ITI P A
290 rn • II 290 •
t3S N N...'vl- 6. ~ SEE SHEETS 8 & 9 FOR SEWER SERVICE PLA .
. pVC _ SS..O.2:9 r--- W
_ zz~. ..~y......:... w ~ ~ A~F . - z rn ti
. . ~ 285
285 SLQPE ~ y Q . _ ..18.....
A ~ 40.56X:. ~6.~ CRAP
e• . _ _ Pi~..~..
~ 4 _ za a to zo as eo
E
X80 280
W FEET )
4+00 4+50 450 5+00 5+50 6+00 6+50 i inch = zo ft
1+00 1+50 2+00 2+50 3+00 3+50
8184808
OLDE RALEIGH SEWER REPLACEMENT SEWER PLAN & PROFILE 2
M. FISHER 1" 20' RALEIGH, NC 27612 ESM BY PROJECT DATE [phone] APPROVALS S
AMH 6/05 FOR THE (ALLEY WAY - STA: 1 +00
[M.FISHER ROJECT MANAGER DRAWING SCAM 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE PPROVED BY PROJECT NUMBER DICKSON BIDDING 10640.00.RA Office Locations: 045 90 0 PUBLIC UTILITIES DEPARTMENT (CORPUD)
community infrastructure consultants North Carolina Georgia CONSTRUCTION REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE South Carolina Florida RALEIGH, NORTH CAROLINA TO STA: 6+50) 19
SHEETS 3-9 06/02/05 RECORD DWG. REVISIONS
%
i
I

l20 Q
~yt9 W3~
NO° f\ ~ 1 t 4 ~ Z t 1
~z z~a t VIGTORIA GEORGIOU S 1 I
zrA~ \ 1 1917 ALEXANDER ROAD ~ ° § t PIN:1704.48.9746 W ° ~ `V~ ~ °
D8 2128 PG 296 ~zs
~ F Q ~ TWq 5 iORY Dll~illNG ~ ~ ~Ap V ~i
y ~ ~ ~ 1t \ HAROLD & JANE GREENS ~c'1, 1 GEORGE ELLIASON o F W m , - 1908 ALEXANDER ROAD RU Ll F. FOX, HEIRS 1904 ALEXANDER ROAD ' „R~ PIN:1704.58.07 191 LEXAND
~'o ~ ~ ; PIN:1704.48.9711 r~ 26 ER ROAD ~,t DB 2568 PG 219 ? DB 7344 PG 470 PIN:1 4.58.0769
z'~°o IRWIN & ANN ROVNER ~ EX. S H y2 ~ ` ~ ~ DB 20 PG -E- ° 1P9102 ALEXANDER ROAD t~ RIM EL -290.67 ,r:~ ~ \ y
~ ~ = I .1704.48.8649 1' / , , ' 6° DIP NV ELV=286.071~Y % , / ~
°=o a ~ D8 2577 PG 353 N\. ` 6" TCP V.E1~=~5~.7 pDT ~ / r- ~ ~ -
t F ~ E-291.58 EXISTING R FOR J g15g ~ ° z a t \ ~ ~ ~ - h ~ ~ ! ~ \ ~ _ BASEMEN SIN FE,.2
. W c~ ° t ~ r- y ~'C % 1 / -APP `OC TI F W u, , t \ ~ STING Ta, ix a
~ ~ ° ~ ~ ~ 5 ~ ~ E ABANDdNEO ~ t ~ t GEORGE & VIKKI EARP W W~ 1 ~ , 1 ~ ~ 1 Nz~'' l ~ - \ - ~ : _ t 1914 ALEXANDER ROAD ,28'22 1
d ~ s ~5 \ I \ ~ ~ PIN:1704.58.1830 ~ _ / ~ FEE t t
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285 N .N.zo . ~ TO PROPOSED " 8 SEWER MAIN AS SHOWN. LOCATIONS ARE FOR SCHEMATIC AND ESTIMATING PURPOSE
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80 LOCATION OF CLEA Y' y` NOUT SHALL BE WITHIN PROPOSED
~ i i i i ~ ~ ; t ~ 280 EASEMENT. SEE SEWER SERVICE PLAN.
:............ss..a..~;.74 . ~.oPf 3. PROM DE SANITARY SEWER SERVICE AND CONNECT
EXIST. DRAIN F TO OR BASEMENT KITCHEN SINK AT 1908
ALEXANDER ROAD. ACTUAL LOCAl10N OF S
275 4 MAY ERVICE AND TIE-IN BE DIFFERENT.
275
p,. 4. ABANDON EXISTING MANHOLE AND ABANDON EXISTING
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_ ...LINE..:..... _ .
5.S EE SHEETS 6 & 7 FOR DEMOLITION PLAN
270 .270
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DESIGN BY PROJECT DATE RALEIGH, NC 27612 APPROVALS OLD E OLDE RALEIGH SEWER REPLACEMENT SEWER PLAN & PROFILE
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TE PLOT DATE CONSTRUCTION PUBLIC community infrastructure consultants North Carolina Georgia p S $ PUBLIC UTILITIES DEPARTMENT (CORPUD) (NORTH OF ALLEY WAY - STA: 1+00
REVISIONS SHEETS 3-9 06/02/05 South Carolina Florida RECORD DWG.
RALEIGH, NORTH CAROLINA TO STA: 2+39.90 19
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_ _ _ _ _ _ . _ NOTES: _ 1. CONTRACTOR TO CONNECT EXIST. SANITARY SEWER
. _ _ _ SERVICE LATERALS AT 1904 A LEXANDER ROAD TO PROPOSED
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DESIGN BY PROJECT DATE (919 782-0495 APPROVALS nY FOR THE (NORTH OF ALLEY WAY - STA: 1+00
RSM 6/05 BIDDING APPROVED BY PROJECT NUMBER DICKUSON Office Locations:
t M.FISHER 10640.00.RA North Carolina CONSTRUCTION PUBLIC UTILITIES DEPARTMENT (CORPUD)
DESCRIPTION DATE FILE NAME PLOT DATE community infrastructure consultants Georgia REV. N0. South Carolina Florida RALEIGH, NORTH CAROLINA TO STA: 2+65.59 19
REVISIONS SHEETS 3-9 06/02/05 RECORD DWG.% ,

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. FISHER 1" 20' ' C OLDE RALEIGH SEWER REPLACEMENT
[RSM OJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE PR OT DATE RALEIGH, NC 27612 APPROVALS SIGN BY 0c WK [phone] 6// 05 PROVED BY PROJECT NUMBER BIDDING FOR THE PUBLIC UTILITIES DEPARTMENT (CORPUD) DEMOLITION PLAN 6
M,FISHER 10640.00.RA DICKSON Office Locations: D ~.O Georgia
FILE NAME PLOT DATE community Infrastructure consultants North Carolina CONSTRUCTION IVO. DESCRIPTION P U E REV. DATE RALEIGH, NORTH CAROLINA ~ g
REVISIONS SHEETS 3-9 06/02/05 South Carolina Florida RECORD DWG. LLJ s 9 e0~
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