20071205 Ver 1_Application_20070712

~07- 1 205
G`~ity Of Raleigh
J1/orth G`'arolina
July 10, 2007
Ms. Laurie Dennison
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
401NVetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Preconstruction Notification Application Form for
Brecken Ridge Avenue Storm Drainage Improvements
Raleigh, North Carolina
Dear Ms. Dennison:
_~
~ `~ ~~
___
Please find enclosed seven copies of a completed "Preconstruction Notification Application
Form" for the referenced project. I am submitting one copy of this application concurrently to
Mr. Monte Mathews with the United States Army Corps of Engineers.
This stream stabilization project impacts less than 1501inear feet and meets the criteria
established under the US Army Corps Nationwide (NWP 13 and 29) Permit. This stream is
subject to the Neuse River Riparian Area Protection Rules and the proposed stabilization
activities are not exempt under Neuse Riparian Buffer Protection Rules -Rule .0233 (15A NCAC
2B.0233). Therefore written concurrence from DWQ is sought per conditions established in
Condition 6 under DWQ's General Permit - GC3495. Enclosed is Check No. 00631882 in the
amount of $200.00 serving as the applicable review fee for this project.
Thank you for your assistance in processing this application. If I may answer any questions
concerning the application, please contact me at [phone].
Sincerely,
_______
Erin Lawrence, PE
Project Engineer II
Q~~~o~~~
JUL 1 2 2007
DENR -WATER QUALITY
WETLANDS AND STORlIWATER BRANCH
Enclosures
cc: Mr. Monte K. Matthews

Gvitr~ Uf Raleigh
.North G~arolina
July 10, 2007
Mr. Monte K. Matthews
Raleigh Regulatory Field Office
U. S. Army Corps of Engineers
6503 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Re: Preconstruction Notification Application Form for
Brecken Ridge Avenue Storm Drainage Improvements
Raleigh, North Carolina
Dear Mr. Matthews:
Please find enclosed one copy of a completed "Preconstruction Notification Application Form"
for the referenced project. This stream stabilization project impacts less than 3001inear feet and
meets the criteria established under the US Army Corps Nationwide (NWP 13 and 29) Permit.
I am submitting seven copies of this application concurrently to Ms. Laurie Dennison with the
North Carolina Department of Environment and Natural Resources, Division of Water Quality,
401/Wetlands Certification Unit.
Thank you for your assistance in processing this application. If I may answer any questions
concerning the application, please contact me at [phone].
Sincerely,
.r-
Erin Lawrence, PE
Project Engineer II
Enclosure
cc: Ms. Laurie Dennison

_„~
Office Use Only: Form Version March OS
~07-1205
USACE Action ID No. DWQ No.
(If anv Uarticular item is not annlicable to this nrniect nlPace antPr "Nnt Annlir~hla" nr °N/D" 1
- __ ~ . _ ____rr-_____ __ _..__./
I. Processing ~,
~I
-;~.
1. Check all of the approval(s) requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Permit ~] Isolated Wetland Permit from DW
Q
401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 13, NW29
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information ~ ~ ~ ~ ~~~
JUL 1 2 Z00~
1. Owner/Applicant Information
Name: Mr. Carl R. Dawson Jr. P.E. aEN~ - wAl~ck
Mailing Address: City of Raleigh Public Works Departmen ~+
222 West Harnett Street
P.O. Box 590
Raleigh North Carolina 27602
Telephone Number: 919-890-3030 Fax Number: 919-890-3832
E-mail Address: carl.dawson(a,ci.ralei~h.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: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 14

4

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: Brecken Ridge Avenue Storm Drainage Improvement Project
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIl~:_ 7004 Brecken Ridge Avenue is 1707-83-3265
7001 Brecken Ridge Ave. is 1707-83-1489. 7005 Brecken Ridge Ave is 1707-83-2561. 7008
Brecken Ridge Ave is 1707-83-4265.
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):_ 7004 Brecken Ridge Avenue, Lot 20 North
Haven, Part A, Phase 2 is where the majority of the work is to be performed Work will also
be performed between the properties located at 7001 (I.ot 12 North Haven, Part A Phase 2)
7005 (I,ot 13 North Haven, Part A. Phase 2) and 7008 (Lot 21 North Haven Part A Phase
2) Brecken Ridge Avenue.
Directions to site (include road numbers/names, landmarks, etc.): From downtown Raleigh
take Wake Forest Road north. Take a left (north) onto Six Forks Road After the intersection
with Lynn Road, take the third right onto Westbrook Drive Take the fourth left onto Van
Haven Drive. After one block Van Haven Drive turns right and becomes Brecken Ridge
Avenue. 7004 Brecken Ridge is the second house on the right after passing Millbridge
Court.
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): 35.8742°N 78.6345°W are the coordinates
for 7004 Brecken Ridge Avenue where the majority of the work is being_performed
Page 6 of 14

6. Properly size (acres): 7001 Brecken Ridge Ave is 0.43 acres 7005 Brecken Ridge Ave is
0.50 acres; 7004 Brecken Ridge Ave is 53 acres 7008 Brecken Ridge Ave is 0 58 acres
7. Name of nearest receiving body of water: Storm water flows from the site north into an
unnamed tributary to Mine Creek which flows into Shelley Lake approximately a mile and a
half southeast of the site. Shelley Lake then releases back into Mine Creek which flows
southerly into Crabtree Creek. Crabtree Creek eventually flows into the Neuse River
8. River Basin: Neuse River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The General land use is single-family residential in the
developed North Haven Subdivision off of Six Forks Road north of Lynn Road and south of
Sawmill Road. Six Forks Road is a major north-south thoroughfare that be ig ns just north of
downtown Raleigh and continues north past Falls Lake in northern Wake County
Celebration at Six Forks is the closest commercial shopping center at approximately two-
thirds of a mile north of the subdivision The top of the project is on the property of the
residence at 7004 Brecken Ridge Avenue A stream flows from the southeast into the
backyard, though a headwall and into a 127-foot long 36" RCP that takes the flow north to
Brecken Ridge Avenue. This pipe however is undersized and does not carry the storm
water flow. Instead the storm water bypasses the headwall and flows west around it and into
the backyard of the residence and then northwest as sheet flow towards Brecken Rid_„ge
Avenue. The storm water then flows into one curb inlet on the southern side of Brecken
Ridge Avenue and through a 209-foot long 42" RCP north under Brecken Ridge Avenue and
_between the residences at 7001 and 7005 Brecken Ridge Avenue where it then discharges
through a headwall, back into an unnamed tributary to Mine Creek that flows west towards
Six Forks Road. This pipe is currently undersized and unable to handle the amount of storm
water that flows to the inlet. The storm water has also eroded the banks by the headwall and
created a pool feature where it discharges from the pipe A 196-foot long 10" VCP sewer
line runs parallel to the 42" RCP from Brecken Ridge Avenue to approximately 20 feet
before the outlet of the 42" RCP into the stream.
10. Describe the overall project in detail, including the type of equipment to be used: The
improvements to the storm drainage system will begin approximately 40 feet downstream
from where the stream enters the backyard of 7004 Brecken Ridge Avenue from the
southwest. A rock erade control structure will be installed upstream of a new headwall
which will be approximately 10 feet upstream of the existing headwall which will be
removed. Anew 54" RCP pipe will be installed from the headwall to Brecken Ridge Avenue
with the new invert 1.6 feet lower in elevation than the current invert An existin timber
retaining wall that was installed by the homeowner to try to direct storm water into the 36"
RCP will be removed. The curb inlet along Brecken Ridge Avenue that the 36" RCP
currently drains to will be replaced with a new curb inlet to accommodate the new 54" RCP
Page 7 of 14

New curb and nutter will also be installed along Brecken Ridge Avenue to accommodate the
larger pipe svstem. A 42" RCP that carries stormwater west along Brecken Ridge Avenue in
front of 7004 Brecken Ridge Avenue will be replaced with a 54" RCP An area in the back
yard of 7004 Brecken Ridge Avenue to the west of the proposed headwall will be graded to
improve the drainage in the yard This ading will take place inside the buffer zone of the
stream. The existing curb inlet and box that proposed 54" RCP along Brecken Ridge Avenue
will flow into will be replaced with two curb inlets and boxes with an 18" RCP connecti~
them. Flow north under Brecken Ridge Avenue will remain in the existing 42" RCP which
will, however, flow into a new curb inlet. An additional curb inlet will also be installed next
to the inlet that th_e 42" RCP will flow into A 36" RCP will connect them The existing 42"
RCP that carries storm water from the north side of Brecken Ridge Avenue north to the
headwall between the properties at 7001 and 7005 Brecken Ridge Avenue will remain and
an additional 36" RCP will be installed from the new curb inlet along the north side of
Brecken Ridge Avenue to the new headwall parallel to the existing 42" RCP The new
headwall will be built approximately ei hg_t (8) feet south (upstream) of the existing headwall
wrath grade control installed around the outlet A sewer line the runs underneath the middle
of Brecken Ridge Avenue and then north parallel to the existing 42" RCP will be replaced
along the portion of Brecken Ridge Avenue that will be disturbed and for approximately 40
feet from Brecken Ridge Avenue and will tie into a new manhole The sanitary sewer line
from the center of Brecken Ridge Avenue for a distance of 197 feet north between lots 12 7
13 will be replaced. It is anticipated that a track hoe dump truck rubber tire loader and a
small compaction/vibration unit wrill be used to construct this project
11. Explain the purpose of the proposed work: The purpose of the work is to upgrade the storm
water svstem in this area to alleviate flooding of the residence at 7004 Brecken Ridge
Avenue, reduce street flooding and flooding along down the svstem where the pipes are
under capacity.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Page8of14

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Approximately 35 feet of the
stream channel in the backvard of 7004 Brecken Ridge Avenue will be impacted by the
proposed improvements. A rock grade control structure is proposed to be installed
approximately 35 feet upstream of the current headwall and 36" RCP and a new headwall
with a new 54" RCP will installed approximately 10 feet upstream of the existing headwall
and RCP. This will eliminate approximately 10 feet of the stream channel yet stabilize
approximately 25 feet of the channel.
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 Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
None

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: None
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
Page 9 of 14

plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
I UT to Mine Creek Elimination Intermittent 4 feet 35 feet 0.003

Total Stream Impact (by length and acreage) 35 0.003
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
acres
None

Total Open Water Impact (acres)
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Impact (acres): 0.003
Wetland Im act acres : None
O en Water Im act (acres): None
Total Im act to Waters of the U. S. acres 0.003
Total Stream Im act (linear feet): 35
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ~ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Page 10 of 14

Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed improvements
are necessary to prevent future flooding of 7004 Brecken Ridge Avenue and at points further
down the system that is occurring due to the under capacity of the current pipe system.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state. nc. us/ncwetlands/strm aide. html.
Page 11 of 14

Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Not applicable since less than 150 feet of linear stream channel is being impacted bYthe
proposed improvements.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc us/wro/index htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
lx. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
Page 12 of 14

justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 1SA NCAC 2B .0233
(Neese}, 1 SA NCAC 2B .0259 (Tar-Pamlico), 1 SA NCAC 02B .0243 (Catawba) 1 SA NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ~ No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
s uare feet Miti ation
1 900 3 (2 for Catawba) NA
2 b00 1.5 NA
Total 1500 NA
* Zone 1 extends out 30 feet perpendicular from the top of the neaz bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 1 SA NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No Chan a in impervious surface.
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.
No wastewater will be generated from this project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (1SA NCAC 2H .OS00) or any Buffer Rules?
Page 13 of 14

Yes ^ No
Is this anafter-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: This
project will upgrade anunder-capacity storm water system in a residential neighborhood that is
currently built-out and no other development is anticipated in the vicini of the project
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).
/~ ,
~ 1 zzly~
Applicant/Agent's
(Agent's signature is valid c
~~~
Date
il~if,an authorization letter from the applicant is provided.)
~~~~~
Page 14 of 14

0
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• 7"1205
Beginning of project where stream enters pipe behind house at 7004 Brecken Ridge
Avenue
Facing upstream from headwall behind house at 7004 Brecken Ridge Avenue

View of 7004 Brecken Ridge Avenue from the street. During storm events the gate must
be opened so storm water can flow to the street from the backyard.
Backyard of 7004 Brecken Ridge Avenue that becomes flooded during storm events

Facing north from Brecken Ridge Avenue towards the unnamed tributary to Mine Creek that the
storm water flows into.
View of pipe where storm water exits towards the unnamed tributary. Brecken Ridge Avenue is
in the background.

_ t77 1205
View looking downstream (west) of the unnamed tributary to Mine Creek that storm water from
the project flows into.
Pictures from the backyard of 7004 Brecken Ridge Avenue during a storm event. Storm water
cannot be contained in the existing 36" RCP and it flows through the backyard and through the
gate that the homeowner opens during storm events.

Location, Soils, and Watershed Maps

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Raleigh West Quadrangle, North Carolina -Wake County
7.5 Minute Series (Topographic)
Scale: finch = 2,000 feet

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Existing upstream lower channel
Worksheet for Trapezoidal Channel
Project Description
Worksheet Exist US 36 inch
Flow Element Trapezoidal Cha
Method Manning's Forme
Solve For Discharge
Input Data
Mannings Coefic 0.030
Channel Sbpe 018400 ft/ft
Depth 2.08 ft
Left Slde Slope 1.00 H ; V
Right Side Slope 1.00 H : V
Bottom Width 4.08 ft
Results
Discharge 101.80 cfs
Flow Area 12.8 ftz
Wetted Perim 9.96 ft
Top Width 8.24 ft
Critical Depth 2.22 ft
Critical Sbpe 0.014427 ft/ft
Velocity 7.95 ft/s
Velocity Head 0.98 ft
Specific Enerc 3.06 ft
Froude Numb 1.12
Flow Type iupercrttical
Project Engineer. Becky L. Ward
c:bity of ralefgh prof #5lbrecken rklge.fm2 Becky L Ward Consulting FlowMaster v7.0 [7.0005]
01/15/06 09:22:12 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

' Existing upstream lower channel w/ 3 foot depth
Worksheet for Trapezoidal Channel
Project Description
Worksheet Exist US 36 Inch
Flow Element Trapezoidal Cha
Method Manning's Form
Solve For Discharge
Input Data
Mannings Coeftic 0.030
Channel Slope 018400 ft/ft
Depth 3.00 ft
Left Side Slope 1.00 H : V
Right Side Slope 1.00 H : V
Bottom Width 4.08 ft

Results
Discharge 202.50 cfs
Flow Area 21.2 ft2
Wetted Perim 12.57 ft
Top Width 10.08 ft
Critical Depth 3.25 ft
Critical Slope 0.013539 ft/tt
Velocity 9.53 R/s
Velocity Head 1.41 ft
Specific Enerf 4.41 ft
Froude Numb 1.16
Flow Type supercritical
Project Engineer: Becky L. Ward
c:~city of sleigh prof #5lbrecken ridge.fm2 Becky L Ward t.onsultlng FIowM1Aaster v7.0 [7.0005)
01/15/06 09:24:11 PM ®Haestad Methods, Inc. 37 Brookside Road 1Naterbury, CT 06708 USA [phone] Page 1 of 1

UT to Mine Creek at Culverts
Worksheet for Trapezoidal Channel
Project Description
Worksheet Channel UT mirth
Flow Element Trapezoidal Cha
~~ Manning's Forma
Solve For Discharge

Input Data
Mannings Coeffic 0.045
Channel Sbpe 012000 ft/It
~P~ 3.00 ft
Left Side Sbpe 1.50 H : V
Right Side Sbpe 1.00 H : V
Bottom Width 10.00 ft
Results
Discharge 244.62 efs
Fbw Area 41.2 ft=
Wetted Perim 19.65 ft
Top Width 17.50 ft
Critical Depth 2.39 ft
Critical Sbpe 0.027100 ft/It
Vebcity 5.93 ft/s
Vebcity Head 0.55 ft
Specific Ener£ 3.55 ft
Froude Numa 0.68
Fbw Type Subaitlcal
Projed Engineer. Becky L. Ward
c:ktity of sleigh prof >115~bredcen ridge.im2 Bedry L Ward Consultkp FknvMaster v7.0 [7.00051
02/06/06 11:44:55 AM O Haestad Methods, inc. 37 Brookside Road Waterbury, CT 06708 USA +1 _203-755-1 gg6 page 1 of 1

Becky Ward Brecken Ridge
Watershed to UT Mine Creek
Wake County, North Carolina
Watershed Peak Table
Sub-Area Peak Flow by Rainfall Return Period
or Reach 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1
5-Yr
Identifier (cfs)
- (cfs) (cfs) (cfs) (cfs)
------------------------- (cfs) .
(cfs)

SUBAREAS ---------
--------
----------
----------
Watershed 927.73 689.62 873.72 1146.16 1365.63 1580.01 336.97
REACHES
OUTLET 427.73 684.62 873.72 1196.16 1365.63 1580.01 336.47

rr~
WinTR-55, Version 1.00.08 Page 1
2/6/2006 11:59:97 }~

Becky Ward Brecken Ridge
Watershed to UT Mine Creek
Wake County, North Carolina
Sub-Area Time of Concentration Details
Sub-Area Flow Mannings's End Wetted Travel
Identifier/ Length Slope n Area Perimeter Velocity Time

-- {ft)
--------- (ft/ft)
-------------------- (sq ft) (ft) (ft/sec)
------ (hr)

Watershed ------------------------- -------
SHEET 20 0.0050 0.240. 0.108
SHALLOW 1680 0.0120 3.6, 0.264
CHANNEL 2300 4.500 0.142
CHANNEL 1500 6.000 0.069
Time of Concentration .583
WinTR-55, Version 1.00.08 Page 1 2/6/2006 11:59:47 AM

Becky Ward 'Breoken Ridge
Watershed to UT Mine Creek
Wake County, North Carolina
Sub-Area Land Use and Curve Number Details
Sub-Area
Identifier
Land Use Hydrologic Sub-Area Curve
Soil Area Number
--------------------- ----------- ----- ---- Grou
P
(ac
) .

Watershed Commercial
& business ------- ------
---
---
B -
---

Residential
districts
(1/8
acre)
B 44
62 92

Residential
districts
(1/9
acre)
B
33 85
75
Residential districts (1/2 acre) B 220 70
Residential districts (1/2 acre) D 23 85
Total Area / Weighted Curve Number 382 76
WinTR-55, Version 1.00.08 Page 1 2/6/2006 11:54:47 AM

Becky Ward Brecken Ridge
Watershed to UT M'ine.Creek
Wake County, North Carolina
Sub-Area Summary Table..
Sub-Area Drainage Time of Curve Receiving
Identifier Area Concentration Number Reach
(ac) (hr)
--------------------------
Watershed 382.00 0.583 76 Outlet
Total Area: 382 (ac)
WinTR-55, Version 1.00.08 Page 1
Sub-Area
Description
Watershed to Culverts
2/6/2006 11:59:47 AM

• ~..,
V

VICINITY MAP
NTS
VICINITY MAP (NTS)
NOTES:
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1. Au SEDIMENT ANDEROSBNICDNTROLSTOBEeunrmcmoF
RAIEIGHAND STATE# 110RTH CAROLINA STANDARDS.
L TF~CONiRACrp0.5FNU.BEAFSPOtS®lffORNABIIENAN(fpFALL
EROSMFI CONTROL MEASUAB OIIROIG ON611WCT1011.
3. ALLDMURB®AAEA9T09ESEEDEDT09PE~BCATDDIKUiIESS
OTHERWISE MOTED.
4. ALLAR(J6 OUTSIDE OFTNE TEID'ORARY CONSIIIUCDON LMIISTO
RENABI UNDISNRBFa
S. CONTRACIIM SHALL VERIFY ALL DDR3KR7MS IN fl9D,ANY
DISCAEPANCffSTHfiIE#SHALL BE REPORT[a TO TNEOWNER
AND ENGDO~t PR100. TD PROCEEDWG W[IH THE WORK
6. CDNTRACJDRSHAILYER]flL0G110NSAtIDELEYATIONSOFALL
E7(iSTBIG UTILRIB. All NTIITffi 91W1 BE IDGT®
4a IR11At5 PRIDRTO IpBILIIATK7N DN SITE'GLL BEFORE 1YM)
DNr TWL RIFE NUMBER (804698949).
7. FR1D SURVEYS BY RWIf, PA 101 WMAIN ST., SUITE 202 GAANER,
NC, PHONE [phone]&54
6. ALL WORK NEAR CINNNEL9 TD BE PFRFDAMfD RIOM TOP OF BANK
NO EIZIiB~l43FT WllL BE PBU1Tf1EDT0 WORK FROM THE QIMN~
BE9 OR CR065 THE STREAMS.
9. SEE SHEET 9 FOR UTRRY N01FS
30.WNEN ROOT PRUNDNi S NECESSARY, CITTR0015 C1EAlILY USING A
D6CTRE41OR3t OR SAWAND BtlAFOUTELT mvER ALL RooT
SURFAd:S, LARG[RTIWI TWO DKTES BI DllelE1ER, YRTHTREE
WOUND DRESSBR;. USE PLYWOOD FORMS WHEN TREE ROOTS ARE
ADJACENTTO PROPOSED 0]NCRETE PAVENB(I' #RAT WORK.
LLDAMKi'ED EDGES OF ASPIIAI.TEIES1Wl BE SAW CUT PRKIR
TO PATCHWORK
Plana Prepared 6y: CAD PIIePa7A:
Becky L, Ward, P.E. o~Au<~oa D~u.mys~vnn Ho~en
.+°,.r ,
Sll Y y
~'~~~`~'~~ = Ward Consulting Engineers, P.C.
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APPROVED
StarmwuerManaBer DATE
RECOMMENDED
FOR CONSTRUCTION
DEPARTMENT DATE SIGNATURE
THE CITY OF RALEIGH
w~c wo~ucs ~n~rrr
J. F~SELI. ALLEN
CITY MANAC`~ER
Project No. SM2007-007
IuIAY 200!
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Sheet Inde:
1. Title Sheet
2. Bredcen Ridge Storm Drainage
Plan
3, Bracken Ridge StomE &
Sanitary Sewer Profiles
4. Trai~c CoDtrol Plan
5. Storm Drainage Details
6. Storm Drainage D~ails
7. Miscellaneous Details
8. Miscellaneous Details
9. Sanitary Sewer & Water Details
10. Erosion Control Details
GRAPHIC SCALES
Publlc
Water Distribution 1 Extension Sy}~m
The Car d Pdph wnxdsmio oa.eaon me Hhn®n drte
a:ya qCk w4r mao x da~wioo u.qn. IM rrar6t ad
Caaauammdndruratl IorCro PpM rhN rafam bNa
rlaMmB andapeafwfand the Lt~a Puhir U9ronNydaoF.
Pu6kDrpauwaPrrticx
WIRp'PXOnb CtlNfiq
OaU
Publlc
Sewer Colkdion ! Extensan System
n» a<vd oarxbbab mmrcam re.eenrcndme
cSryepdinwrva~~albm~nnealuximanplao Tk mrls^al and
CaiWudm n~tlnd. uwdfaew ggaaalul mdcnnbYn
elaiWrtlradepedratidndMCt/a RAfr Ueara WMboall.
anrdR~n
P~Ft ileYer DeprMra Prrta P
NMWmeanb CaiWlct
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CHARLES C. Iu~CB~
MAYOR
ututt RrsTAUanaES AEp otMFn Plauc fACIU1ES RICU101i0
aDE4GlM5 Alec twEpCaP HASPS AER: TO BE CDFISaBIC>En pE ALL
B1PfEt5 AS SPEAF1Ea BY aTl CODE. 1lEBE FAg11E4 NAVE Bml
APPN014D BY AE aTY Q FIALEpI AND 91A11 BE 90 RVSTAEID
IRIESS A p1AN0E R AUBiOR® BY IRTiEN APPFA)YN. PUBLIC
sANRANY SEIaR EASEFBRS ARE 1o F£ RECDImEV FNBOR N FNEAL
aunia ~"~
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Construction Plans of Proposed
Bracken Ridge Avenue Storm Drainage Improvements

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ATTENTION CONTRACTORS
The Coneaualiori eonaaerorrespa,stle faire ezlension awes,
sewer, aMrareuse, as eppoveo in tiese dens, k respons$lemr
81e POORc WOlkS DQp9fDa18Ntel 1 lJ1Jt10
and s,e P77AIIc utl4des DeP7lrana7ral roror ruruw al least
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54ERIYJG4 AND NANONM RAIDS ARE TO 1E C01151R11OiED ON ALL
SR1S15 AS SPE01lD BY QTT CODE. 11ESE FACLIIES HAZE BEFIT
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TRAPTTC C~JIRO_ NmES FQt 1BElycE11 A e ROAD CWSTRUCTD)i AHEAD
V
~ L THE CONTRACTQt MIST OiTADi LAZE CLOSURE PERMITS FROI THE
~
~ & THE Ca1TRACTOft MUST SEND ANOTDCE
TO ALL PROPERTY OWIERS
AFFECTED iY TIE t~ITTRIICTIOI 3 DAYS PRIOR TD COISTRIICTImI
alum NsTNl
Aaora N1B o1HFR PUBLIC PMC1JiFS Bl0.tpflC ROAD CLOSED AHEAD IYIBi
iR~FC
~-3' MlMNLM-~ a ALL SICtHS USED YDl 1E DI ACCORDANCE VI1H TIE CITY ff
RALEIGH Alm NCDOT REGULATDIlIS AS STATED M 11E >BdEF1C, 9oflrwc4 ao ewrpcw ruBPS NE m BE aaatBUCho Cn w.
BiPEE15 AS 8Y CI1Y CCBE. niE3E FAOUnES HAVE BEfA
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n RC ROAD CLOSED

H VITH TYPE DZ BARRICADE
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19En~
~ STEEL PLATES MAY >E TO DRTCIf
AND MORTAR SiRUCTIJRES REOIAAE CURDR3 TOE. TRENCHES OVER
PRE-CAST STRUC'tIAES AND PIPE SECTnlIS SHALL HE BACKfnirn r
E am a BAIFklI arD auu aE so 1i4tN1ID
tBlf3S A CHNIiL S MI1M0~ BY MBTIFH APPRWAL P161k ROAD CLOSED TO THRU TRAFFIC
~~ ~ ~ ~ ~ RE:oawm P1aart ro Par+wt ~ WITH TYPE DI BARRICADE ~
TO iDIISH GRABS ELEVATIDfI BY THE END ff EACH VaiIC DAY AlAH9PCRTAlIC11 ~RVlCES
PUBLIC U11J1NiS
CpIffRYAIICN EMBB4ER

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DETAIL OF
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fMl I.INpM alYYe
GTCH
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- OPAMNC NDi TO SGIE - JTG ~ 71.12
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25 1 4" 15 1 4'
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TOP VIEW
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DETAIL Of HANDLE
~~:~ v.'~
I,•~ SIDE ELEVATION
fAY ~ A1B~1
~~ aswa 7e7EEIAi7~IMeM
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rENO ELEVATION
- ORANtl1G NOT 70 GGLF - em.e 70.11
~~~
y,' ua[s FcR
IV1IXE5
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4 ~ DOUBLE WIDTH CATCH BASIN
sGYEi taf Rl SCME
Tw,w nnB~ NaTEs
I) M SIOPE w M CMER i0
1N[ GTCH 6151N 0.Y IM UPMRI
IT !/1 ,~Y m 40E SIVll BCQN 10' FROM TIC
NE Gi[N BASIN. M nOPE w
TK GVTiCIt TO M CA1Cx BN4N
ON iK aOMISfRFJM Stl1E.
SW1L fi[GN 5' FROM
TN[ GICH BISPX.
r.r u,Nrax~
1) STEPS nWL BE NISiNLEO IN
w.RxA if No it w. AlL GiCX BISINS OhR !' IH dPIN.
1A m r o ~ aPTx SHLLL w Lr~vwED rRCU ME
id w iHC Wi7CR TO iXE nNFAI
5' w 1NE GiCH &SN
!j SOllp CONCRETE BR%XS WY BE
o unB N XXnxB oR XXBI(iB m¢
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- wRAMiNG NOT 70 SDALE - l7A/ it11
A 5' O.M. CATCH BASIN
L sarF: Tar ro scx~
PIEGSr CllVr71t5 MAY BE USfD
wa11 AFfaovx Br THE CtfY
® .I
BAR TYPES
All dittnskns
are out to out

~ ~
~ ~` MA TERfALS
LE
1.
AC1tlGi
S~ ~ 83~
1 ~
A 200 4S B4 Str 5-11 780 7S'
A 1 80 N4 1 5-0 267 8.5'
A 2 80 i4 1 4-9 234 8a'
B I S6 A4 Str 4-7 t71
C 1 26 N4 Str 27-8 48l
T<1TAL lit;
Cl 'A' conc.] 0.558 cy/1fx28' ~ 15b cy
rOTEL A stone drab consbthp of I cubic foot of Na 78M stone contahed h a bap
of porous fate'k shall be placed at each weep hde, Veep holes shall be covered
an the FAl faa skk elth hardeore cloth of connerclal quality, opproxhntely 1
nosh, of nlunhim or pnlvanlzed stets rMe. SXbdr'aM1 is covered by a layer of
subdrah Fha npprepate shall be goced beneath, arrourxl, and over the stone drab
so tFat the stone drab Is covered by a layer of subdrnh fkxt apgrepate at teat
1 foot fiLkk A horizontal drab of subdrah fine nppr'epate at least 1 foot square
h cross sectlorl shall then be placed to connect all stone drohs.
g i/2'H a 5'W BOX CULVERT
V srw<Eo Mvr ~o snlE
MIEIiY NSTALURpp AED OAIEA PIIBl1C fACII1TE5 e1C11a1i0
910E1A116 AIO HA70aW RAYi4 ARE TO BE C011911NCIE0 011 ALL
SOiffiS AS 3PEG*ED BY CRY CODE. A#SE FACAIRES HAVE BEflI
APA101ED BY AE CITY Oi RAL8C1 IeD SHALL BE 90175TAlIID
lssrE58 A CHAIIOE q AY111011@D BY MaTTEII APPXOVA4 PIIel1C
Al ~ EAtEM0115 ARE TO ff RECOIgED PI00R W FelAl
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Y OF
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MATERRL LIST FOR ONE UNR -MARE UNNS
1 C75 % 33.9 CHANNEL 62 1 2' MK-c°1
4 1 8" % 1° H.R. FLAT BAR 3` MK- G1
2 3/6" % 3` H.R. FLAT flAR 10 MK-p61
2 7 2` STAINLESS STEEL ROUND ROD 18`
8 1 2` STAINLESS STEEL HEX NUTS
4 1/2" STAINLESS STEEL FLAT WASHERS
T°N.a nxs
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r°°nw rs 1° Lh1EM r sroNO me smxmra 6' lP ro IT' RQP. I1' RrtN if tt[P
(1 7 - 1 ~ n

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7) THE SLOP[ d THE GUTTER TO Jf x10 aocEerz ~~ ~ t
THE CATCX B/SM Ox THE UPHILL I~ M {W'N Q /AY1~ 1@S
ADE BHOLL BECIN 10' fRdA 1Hf

THE CATCH fVSBI. THE SLOPE OF Cwt ~®~ ~
U

THE Gllii[R 10 THE CATCH BASM ~z BOLO ~~ f arleliL
ON iNE OOwNBiRf,41 90E,
' ~ ~~~ R11 A ~ ae eel M
SWLLL BCCIN S
FROM ~~/ ~ ~~ n®K Mlwll anal.
7HE GTCH &$BL
Z) STEPS SIMLL BE INSiAIIED
M ALl GTCH BASIh3
WER )• W dPTH. dPEH
SXAll BE NEASUAED FAOIN THE
id d iXE CUTLER TO
THE BAERf d THE
~ a ~~
GTCH &BM. (Mr AEE~R ~~
CATCH
- ORAM'INC NO7 70 SCN1F - 77Q~ in17
31 CATCH BASIN CASTINGS
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~~ (FIRST CLASS)
LIGHTLY COMPACTE-
BACKFILL IN b' LIFTS
6' 1!a OVER
UNDISTURBED
SOIL
PIPE
1/6 Bc u
CLASS C
(ORDINARY BED-ING)
DENSCLY L@IPACTCD
~BACKF7LL, TAMPED
IN 6' LIFTS ~
UNDISTURBED
SLIIL
/PIPE ~ ~,; CLASS 2000 LUG.
RDM SPRING LINE TO
--+P[PE SPRINGLINE 4' ABOVE PIPE.
d "~'_~
r ,
ENO. 67 STDNE
CLASS A
LARCH ENCASEMENT)
a 1 STANDARD BEDDING DETAIIS FOR RC. PIFES
V swtF: Mor m snrF
BIQiT MIKE SECTB7I ff ~~
There are 26 'c' bars h seetlan
Of bowel.
3'x3'-6' Box Culvert Barrel Sectlan
for F0.ls Less than l3 feet

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~,~~^~ y/aLre r mlawr a rwr ,~ _= FwQ ~yj DNAIffEA ALL CORNEAS i" DR HAVE A RADIUS DF 1". g~Z= •I~i s4 Ug <
~QiL m nrbarllu ~~ it~ ~,~~~ g$ c PLACE P /S "Y" BARB IN THE TDP OF ALl FNDMALL FDA PIPE CULVERTS 4P" ~ ~°~ ~y" Fttnn
_..~~ ~ _ a ~ gW s~ ~'r AID OVEN R~ITH A YINIINSI DF 9' COVER At®A LENGTH DF B" LE88 TNAII ~, gW W ~ ~<
l $~ is '" ENDMALL LEN01H, gm~ n 3
~~ I _l ' "~ •~'` .0°ead w.w/ to ~.'t. CONSTAIICT BDTTOY BLAB MI1H FawB. ; ~+ W~
$ ~ ~ ~/ ~ _ L ~ '~ $ ~ pO I ET T 81101M fOp THE iHICIOBiBB ~ •~
i~ ~ NOT NTERPN MALL THICIOff89 () ~.1 •e
ACCEPTABLE, 8Uf iB USED IN CDMPUTINO ENDNALL QUANTITIES. "'~ e~ ~F~=
PWI ~ _ ~ J,r I._. YNEII T11E CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BDTTDY "~ it 4~
tamer 1 OF THE PIPE, PLACE BAR °X" DONEiB IN THE BASE A9 8HOM11 DN PLANS. ~ ~ ~~~
~ utoae..Nar n rr+ DONEL W e1 SPACE 8AR8 APPRDXIYATELY ON 1P° CENTERS UNLE88 OTHERMIBE DIRECTED ~"
i i~ar • r a ENO ELEYATIpI ~•"X" J p BY THE ENBINEER, ~ 0
a o p7~ F LL p ~ ~ a ~ ~ ~ MiEN T1E Ca1TMCT011 ELECTS TO USE A CONSTRUCTION JDIM AT THE BDTfOY g m W ~ ~ ~ ~ S
y $ ~ J , ~ ~~ m OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ADUBH. $ J • "~
~ m¢ ~ I I .I I ~I i I ~ ~ ~ g ~ ~ _ ~ USE CLABB "B" CONCRETE. ~ ~ v g i.
~M,; Im~r ~6e.
m m r L 00!
' ~ ~ ~ anaRL oarwFrLa "oR}r ~ Bsj m ~ ' ~ 1_I ~ ~ ~ ~ g
8 ~ ~ ~ ELEVenaN ~ ~ ~ ~ 8 ~ a g ~ ~ ~ ~ ,,,,""„~~.
yi ~^
+a! rra / r0.
898.01 ~ r°"
198.01 0.98.01 898. Q1
p7~1245 ~
CONCRETE ENDWALL FOR SINGLE AND DOUBLE CULVERTS CONCRETE BNDWALL FOR SINGLE AND DOUBLE CULVERTS W
1 saLE: NOT TD scxE ~ s~ NDT To sarE A
NOTE+ NO ENCASEMENT REQUIRED FDR y
SPACE GREATER THAN 18' H OO
e$ a/r to •,rrrt ~~ ~ yW~'~+
m~ Ink I IM. • I• I fA~,~1 a~ h,~ i•q a !-bl < /~
~'"$ j •r w 0. a aainl rr r>u r ~ ~Li W [~'!
w$ ~ T0.:+wlrn ntl1•w,,-r 'rnLr`rKa"" $paJ i= CLASS 'B' CIII'IC 6' PIPE 6' F+NI W
$*~ m :, L 1•"' T•w' ~•~ W`LL • FUII TRENCH WIDTH , , ,~f,
a I ~ rUFaFy~ob CSEE NOTE 1) ~ V
1 "' J`
Iii a z
p"' T ~ In a •, ,N0. a :: ~ FM
$ i e Ir. / r l-w• `°"` '~ n •r ~~ I P~$~~~ DD -~ P"~MG
~• r.~• b-r, o-Rl MINB ELEYATIDN ~ at 'r,
~N Is r0.. m, w.r w0. oaeaL,mr.
~ r r TAPER oETUL ~~ ~i° e°~a ~ IS' MMAX I y' `• 8' MMAX A
i ~ , eAR a7II LFttRI N0.. B0. J
0.-n 0..a r 'r et w • to g ^` ~ •~• : Y''
~'S ~ b ~ 0.a, 11• Tru rase ~ '1 TILL r 64 k 4'•0.' 4 14 LL p Via:
/ ''I.
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~a •N•w• Xt N a'-r• 10 87 w
ICII 0.•r ~ ~ ,~• xQ M r•0. 4 a ~ ~ $ PIPE ~.PIPEIINE I
~ : ; I,a w1 w r•n• • st
L rrwrr
" ~ L p wen n Yt K r•7" 4 to
R° L>r ,r ti :~ i to 0.'•e' 4 to ~ o" , 12' 1' THICK COMPRESSIBLE
O y 7• M• t4 4'•e' 4 t 3f
a° b.-~ ~ ~ a tt •to 6 47 ~ MD,~ JOINT FILLER MATERIAL
ptr. m 0.-r, e n • 1' :l ~ 4 1'4 6'.0.• a t1
8 m g aEV^ rah BECrIaN • Be ~1~ µ r+ r+ r'°• t ° g ~ ~ PROPOSED PIPELINE OVER EXISTING PIPE PROPOSED PIPELINE UNDER EXISTING PIPE ~ ~
rt a •'-10• t r ~pw arcaraa.mtrtao-n•o
C F M P i tl a'•/' Y0. e4 0.'•71" t 6~ tL r
~ 0.N° r _j 1 1 I Y• k •t 4 4 =
a r<• n w 0.'•11• a to ~ ~ ~ PIPE ENCASEMENT
{ " : % : a r.r ZQ e4 a'-e" 4 e SCAIE NOT N BCAIE
i r : i rrNL. z0. e• 0.'•t^ 4
n•
r r•1,' p,1 L~-~ -~ R1E
0.F "N" BARB "N" BARS "Z" BARB x0. art m aar, r ~~ EDr. Rfil ul. 0.a+ Van Hawn
aal.ro.t• a. ro! 0..t of ~
898.21 898.21 URUTY INSTAlLAT10NS AND OT11FR PUBLIC FACNITES IICl1A1e0 OEf1RS BR
STaElMllla MO HANDIGP RAWS ARE 10 BE COIt:TAUCIED ON ALL
SIRBEI4 AS SfELfTED BY OTT CODE. THESE FAQUIES W1YE BEIII ~
APPROtFa BY RIE QTY 0.P RALEIQI AND SNALL BE SO pSTAl1ID
UNLESS A ONAtiPE IS AURNytlIFD BY MRRIEII APPROYAI PiMLIC IB.
SAteTARY ~1ER EASflf111S ARE TO BE RECOAOFD PRNMt 10 FeWL
AOOeFTAN(L
PUBJC U1e1BE9 ~~
! REINFORCED CONCRETE ENDWALL "TKN
sc,LE; Nor TD scwE
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:~ '~
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r r-r r-,• r-,• bN• n ,r.r /.1 .a• wr Lo
u• r-r rr r-C 11 Ir-1' /.0 fr M-r •.1

SLOPES FOR VARIABLE
SUPER ELEVATION RATE ~~•
FOR S7ANDARD 76'
HOMDUIFIC PGIDt OF
,AP NAIaN Am
>~ ~~ SHEE~t ~
r ~ kxwB •
r{ • ~ ~~
1 ~ DRIVEWAYANDSIDEWALxDETAIL
s~ Hor ~ s~
8' OC
4 ~ TIMBER WALL EXTENSION
SGItE HOt <G SCNE
~ olsru+a rAOU &cx a xonrzwrtA. AosAlox ar J
CUAO 70 R 7 LN BACK fOGf ~ SBIE1AkN
1aB n. a t[ss na A¢x a cux
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. - frAx . omrrv n ,o : cawmclm rxxf SECTION A-a
CW t OI11FA OOJI; M Clw k MRR 9Yu
0: PLMMO AYO M OIU.EWJ Slxll R A xf«amlC POW
USkS JOro PJt 4A[ x' StWP CWCAnT
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1/r arwmv uwrs,Aac mtrAU skt x waam a xa au nw ~
xrfAas k axxn rowmuaw kaxs •, r xeAxrs uaur ~. - arc a men arc Arws ro tK kuvac
a rnf ~xa aAxws wouB c xAwx a ao n.
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i se~ w,~ Axfx sawx rs aekrzB rxw
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.
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AI/rAOI 11~ f~1 N~~ R~
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M' 1YJlkrJ1 IOR Af4rENR4 OWrtd,S A M I~ MI~1' w I~I~WI U Nf N
^ m /w M~ IWAk
2 ~ DRIVEWAYANDSIDEWALxDETAIL
scxF: Hor w sc~
BELOW ENDWALL IN
CHANNEL ADD LWE
GRADED EMBANKMENTS
TO ELEV 353 -^~
OF CREEK ISM ~ ~
PRO UNE
TCE
-.
,.-- t4~
0`3
~_~
x~(7 i
1 ' I 11 3oA
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ENDWALL DETAII.
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d TODD Psi CONCgEIE AMMM, 4' SLLYP ANkMMt
4. UDUq 6l19tME CIAIfIG SITYl IEEt
<HE R!gN1E1fN75 a SECIgN iQ~O-1 OF IN,LO!
~t~! SPECf101tpHS fWt VOIDS A1D
A ALL ODMSINU69O! JDNIS SIWL ~ fN1ED
i >fllH xlLtH' fRtER AtD SEY.tR N ADDDBOINCE
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1. UfII1TfER ARE SHOWN ON THEPLANS FOR INFORMATION PURPOSES ONLY. THE CITY SHALL
NOT BE HELD RESPONS®LE FORTHH ACCURACY OF UTEATYLOCATIONS, 3IY85, DEP7HS, OR
FOR LtlbH1.EF iE2rESS OF UTII.CI'Y HFORMATION.
2 PRIOR TO CONSTRUCRON THB CONTRACTOR SEIIAIJ. NOTA'Y ALL UTH.TTY OWNER.R WH09H
FACEITffiS WD.L BRAFFECI'®TO DHIffitMAIE UfILRy LOCATIONS, 1TT8 CONIRAC[OR SHALL
PROTECT ALL URLIRH3 FROM DAMAQE CAUSED BY H6 OPffiLATIONS OR THO SE OF HIS
AOffiiTS. THE CONTRACfOR SHALT,HOLD THE CRYHARMLESS FORAPIYTTIDtAPARTY
BdCONVFNBIlJCE CAHATBD BY WORKOP HLSOWN FORCPS ORTHAT OFHIS AQENTS.
3. ASNEEDHD.THBCONTRACTORSHAIL ADNSTBFT,OCATH THESTORM SEWBEL SANRARY
9EWH2 AND WA'IffitLINFS ONLY. OTHER ADIUSTSffi4'fSIRID.OCATTONS WE.LBE PIDWORSE/D
BY T'HH VARIOUS UIILRYOWNHILS. THE C'ONTRACIOR CNAIT COORDINATE WORK WITH
1HTLTfYOWNffiL430 AS NOT TO ADVERS~,YAFFECC TNEPAOJECT SCHEDULE. TIIN CRY wH.L
NOT HEHH.DAESPoNSIBLEIORANY DELAYS OR DL4LUPTION9IN THB SCI1EDtR.E DUH TO THE
WORK OF OTHHR UTILRY 0 WNERS.
4. CONTRACTOR STTALL CONIACTNC ONECAU, FOR V1Il,TfYLDCATIONS PRIOR TO
CONSTRUC170N. CONTRACTOR SHALLffiRERPONSIDLEFOR HAVING ALL UPIDEAOAOUND
TTIILITEIS 54ART®PRIOR TO CONSIRUCRON.
5. OROANI7AIIONS THAT MAYOWN FACO.TTIBR TTECOTIEIHOLT THISPROfECI ARB;
BPLLSOUTH TEI,BPFiONE
PSNC ENERGY
PROORERS ENERGY
CRY OF AALffiOH PUBLIC UTTLRH3 DBPARTtN>LNf
TB.ffi WARNER CABLE
6, ALL OAS LATER WHZ BEADTUSTED/REI,OCATEU BY PSNC EIitfltOY. AREPRHffi2TTATIVE OF
PSNC ENEILOY MUST BE PRE98Nf 1ITSf PRIOR TO ANDDURINO ANYCONSTAUCRONNEAR
EKISTINO OAS LRVES. THE CONTRACTOR SHALL CONTACC PSNCENEROY AT LEASTTWO
WEEICSBEFORE CONSRTUCRON AND ARPPRESENTATIVE OF PSNC HNHtOY SHOULD BE
INVRED70 A7[BND THEYRE-CONSTRUCLKM'MEETINO.
7. THE C[TY OF RALffiOHPUBL[C WORKS DBPAR7MNNT SHALL EENOTA4+D PRIOR TO THE
HEOBAIIN(I DF WATER ANDIOR SANITARY SEW®i WORK
B. WHERE SANRARY SEWER AND WATER LIIJES ARE PNCDUNTHtED, THE CONTRACTOR SHALL
U~; CARH IN WORKING AROUND ORNBAR 1}ffirT. ff AN EMSTINO WATIDt OR SEWERLWE fS
DAMAO!?0,'TELE CONTRACTOR SHALL A~4ffiDIATO.Y RPPLACETFIE SHWBR OR WATER LINE
WRH CLAS3350-DllC1TLEElONPNH THE CONTRACTOR SHAll.ENCASE wATEROR SHWER
LINE4IN CONCRETE WHIN DRAAUOE PE'BSCOMES WITE~T 24" HORIIANTALLY OR 12"
VBRTICALLYAS AEQUIREDBY 1T$ CRY OFRALHOHPUBLIC VfE,TI'p;3 ORNOTFD ONTHE
PLANS. ALL WATER VALVES, WATER METERBOIOrS AND WATER VAULTS IN THB
CONSTRUC!]ONAREA ARE TD BE ADNS'IIiD TOTHE FA'LRHHD 6RADEBY THECONTRACIOR.
9. WATERAND SEWER LA783 ARE TO REMAIN ACfIVEDURINO CONSTRUCRON. IF NOT P09SIg1.E,
THEN CONTRACTOR SHALL FOLLOW CRY VITWTY POL[CIE4, PROCEDURES, STANDARDS AND
SPECATCATK)N5.
10. CONTRACTOR SHALL NOT "DOOHOUSE"MANHOLEON VCY PIPE. CONTRACTOR MUST MAKER
CLEAN CUTIN Tf1ELINH AND CONNECT TO PROPOSED MANf10LE.
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