20120798 Ver 3_401 Application_20190314

LETTER OF TRANSMITTALVV I�
rDICKSON
1929-2019 community infrastructure consultants
720 Corporate Center Drive
TO: NCDEO
Raleigh, North Carolina 27607
fi P NO
_�
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27669-1650
ATTENTION: Karen Higgins
919.782.0495 tel.
RE: PCN Permit Submittal
Ramblewood Drainage Improvements
(City of Raleigh)
We are sending via:
❑ Overnight
❑ Regular Mail
❑ Pick-up
® Hand Delivered
The following items:
❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below:
COPIES
DATE
NO.
DESCRIPTION
4
1
Ramblewood Drainage Improvements PCN Submittal Package
2
2
Ramblewood Drainage Improvements Full Size Plans
2
3
Ramblewood Drainage Improvements Half Size Plans
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested
❑ For Your Use ❑ For Review and Comment
REMARKS:
COPY TO: 20160227.00.RA
❑ Approved as Submitted
❑ Approved as Noted
SIGNED:
❑ Returned for Corrections
❑ Forward to Subcontractor
Scott Sigmon

OftWK
WDICKSON
community infrastructure consultants
March 6, 2019
Ross Sullivan
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Dear Mr. Sullivan,
DC�C�L�OMC�
D
viNK 1 4 2019
DEQ -WATER RESOURCES
401 & BUFF ?PERMITTING
WK Dickson is pleased to submit a Nationwide Permit 29 Pre -Construction Notification (PCN) for
the Ramblewood Stormwater Improvements project. The PCN being submitted on behalf of the
City of Raleigh Engineering Services Department - Stormwater Management. The City is
addressing ongoing severe streambank erosion and flooding in the Ramblewood Drive area. Urban
stormwater flows are causing flooding, accelerated erosion, and downcutting, resulting in unstable
stream banks, loss of large trees, and threatening existing residential homes (see images below).
This project is designed to address the stream bank erosion, flooding, water quality, and potential
property losses. Permanent and temporary impacts to streams will occur with permanent impacts
minimized. Buffer impacts are also associated with this project.
Photo 1: Ramblewood Western tributary displaying severe erosion and downcutting.
720 Corporate Center Drive
Raleigh, NC 27607
Tel. [phone]
www.wkdickson.com
Aviation • Water Resources • Urban Development • Geomatics

t i
Ross Sullivan
US Army Corps of Engineers
March 6, 2019
Page 2
Photo 2: Loss of trees in the Ramblewood Western tributary.
The proposed project encompasses approximately 900 linear feet along two unnamed tributaries to
Crabtree Creek, signified as East and West Tributaries (see Figure 1). The tributaries are to either
side of Cardigan Place and flow under Ramblewood Drive through separate culverts before
merging downstream. The proposed improvements include culvert extensions, culvert
replacements, and bank stabilization throughout the project. These improvements are necessary to
prevent further property losses and damage and reduce sediment loading from excessive
streambank erosion.
The existing East Tributary north of Ramblewood Drive consists of a combination of open ditch and
pipes. Flow enters the system via a culvert under I-440, travels through 235 LF of open ditch to the
project area where it then enters 100 LF 18" RCP that daylights into 90 LF of open ditch before
entering a culvert under Ramblewood Drive. This drainage system is proposed to be modified by
installing drop grade control structures in the north end of the ditch prior to entering the culvert;
replacing the existing culvert with a 42" RCP culvert, and extending it 90 LF to connect to the
existing culvert system. This new culvert will not be placed in the horizontal footprint of the
existing culvert and ditch but will be realigned to include yard inlets for capture of stormwater
drainage. During a site meeting on January 29, 2019, with representatives of the Corps of Engineers,
it was concluded that this tributary lacked the characteristics of an intermittent stream and should
not be considered jurisdictional for permitting purposes (refer to Appendix A for meeting minutes).
WD
IICKSON

Ross Sullivan
US Army Corps of Engineers
March 6, 2019
Page 3
The existing West Tributary system, north of Ramblewood Drive, also consists of a combination of
pipes and severely eroded open channels with some bank heights approaching 12 to 16 feet. Flow
enters the West Tributary system channel via a culvert under I-440; travels through 275 LF of open
channel; and then enters another existing culvert. An alternative design to stabilize the existing
open channel, using engineered retaining walls, was prepared but determined to be impractical due
to prohibitive costs, limited construction access, and concerns regarding future failure. Based on
site visits and consultation with representatives from the Corps of Engineers, piping of the stream
was determined to be the only practicable solution. Under this alternative, the West Tributary
system is proposed to be modified by replacing the open channel segment with new 48" RCP to
connect to the existing upstream and downstream culverts. The new system would also include
yard inlets to capture surface runoff. The West Tributary is considered jurisdictional and we are
seeking approval under Nationwide Permit 29 based on conversations with Corps representatives.
Major channel bank erosion is occurring along the West Tributary of the Ramblewood Drainage
Improvements Project for the entire reach of open channel upstream of Ramblewood Drive. The
tributary is susceptible to high, flashy flows which have scoured out the channel banks and created
a laterally unstable system. The channel banks have concave upward profiles with overhanging
trees and mass wasting of sediment down the bank slopes. The erosion currently threatens
homeowners' fences, yards, and the deck foundation at 4001 Cardigan Place. Additionally, several
large trees have fallen into the channel, destabilizing the surrounding soil, and the steep, silty
conditions are preventing the banks from revegetating on their own.
Often it is difficult to ascertain whether streambank erosion is occurring at a natural rate or is being
accelerated by anthropogenic impacts. The Bank Erosion Hazard Index (BEHI) method, developed
by David Rosgen of Wildland Hydrology, is a procedure for assessing streambank erosion
condition and potential by assigning point values to several variables (bank material, stratification,
root depth and density, bank angle, the bankfull height to bank height ratio, and the amount of
present surface protection) that are sensitive to various processes of erosion. The BEHI assessment
then assigns the banks a score which corresponds to an overall BEHI rating (very low, low,
moderate, high, very high, or extreme). Streambanks with a high resultant score frequently equate
to systems with less diverse and less stable macroinvertebrate communities, lateral instability, and
increased entrainment of bank sediments, all of which threaten the overall health and stability of
the system. Sediments from actively eroding streambanks can be a major source of non -point
pollution in a waterway with the potential to threaten infrastructure, habitat quality, and stream
function.
DICKSON

Ross Sullivan
US Army Corps of Engineers
March 6, 2019
Page 4
A BEHI assessment was conducted for an approximately 275 -foot length of the tributary. As seen
in Appendix B, the Ramblewood tributary scored a value of 51, placing it within an extreme rating.
The proposed drainage improvements to this stretch of the tributary involves installing a 48 inch
reinforced concrete pipe (RCP) and grading channel banks at a 3:1 (H:V) slope, effectively removing
the existing channel banks and converting the existing open channel to a closed pipe system. Two
(2) yard inlets are proposed to collect stormwater drainage which will be routed into the proposed
48 -inch RCP. Stream stabilization best management practices (BMPs) will be incorporated into the
project with the intent of protecting the side slopes, stabilizing the existing trees and preventing
future tree loss, providing habitat and forage for wildlife, and improving the aesthetics of the site.
These BMPs include the installation of coir matting for erosion control combined with riparian
seeding and plantings.
Sediment entering waterways contributes to a multitude of issues, including but not limited to:
congesting storm drains and catch basins, which increases the potential for localized flooding;
increasing water turbidity, thus reducing wildlife from seeing food; inhibiting vegetative growth;
destroying macroinvertebrate habitat and subsequently causing declines in fish populations; and
clogging fish gills, which weakens resistance to disease and lowers growth rates. The proposed
Ramblewood Drainage Improvements Project for the West Tributary removes channel bank
instability thereby virtually eliminating all future sediment contribution to the receiving waterway.
Furthermore, the proposed BMPs will provide habitat for wildlife and increase the site's aesthetic
quality.
The proposed modifications to the West Tributary of the Ramblewood Drainage Improvements
Project pose a significant overall benefit in terms of downstream channel stability, reduced
sediment loading, wildlife habitat, infrastructure condition, and water quality. Due to the low
quality of the existing stream segment, compensatory mitigation would normally be set at a ratio of
1:1 for each linear foot impacted by a project. However, due to highly degraded condition and poor
water quality of the existing stream and the aforementioned improvements to the waterway as a
result of the proposed closed system, the city is requesting that all compensatory mitigation
associated with this impact be waived.
The project will address flooding, streambank erosion, and reduce sediment loads within a 60 -acre
urbanized drainage area. Where open channels are to remain, post -construction stabilization will
follow accepted stream restoration techniques consisting of sloping steep banks to a stable grade,
use of boulder toes or log toes, and revegetation of all disturbed areas with native vegetation. Any
rip rap placed in the channel will be imbedded into the channel as a riffle grade control. The
g%D CKSON

Ross Sullivan
US Army Corps of Engineers
March 6, 2019
Page 5
removal of trees is unavoidable but will be limited to the least possible. All disturbed areas will be
revegetated with native vegetation. All construction activities shall be performed and maintained in
full compliance with G.S. Chapter 113A Article 4 {Sediment and Pollution Control Act of 1973}. Best
management practices will incorporate to minimize and control sedimentation and erosion.
The attached PCN package includes PCN Form, supporting figures, and design plans. On the
Western Tributary, the proposed permanent impacts are 275 LF resulting from the piping of the
existing channel and 15,105 SF of Neuse Riparian Zone 1 buffer resulting from grading activities
associated with the pipe installation. No wetlands are present within the project limits and no
wetland impacts are anticipated. The project meets all conditions of the NWP 29. Authorization for
buffer impacts are being sought from the North Carolina Department of Environmental Quality.
Thank you for your prompt attention to this important project and please let me know if you have
any questions or require any additional information.
Sincere ,
. . Dickson & o., Inc.
Scott Sigmon, PE
Project Manager
cc: Dave Kiker, PE., City of Raleigh, Stormwater Management
Mark Senior, Senior Project Engineer, WK Dickson
WDIICKSON

WWK
WIDICKSON
community infrastructure consultants
March 6, 2019
Karen Higgins
North Carolina Department of Environmental Quality
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27669-1650
Dear Ms. Higgins,
WK Dickson is pleased to submit a Nationwide Permit 29 Pre -Construction Notification (PCN) for
the Ramblewood Stormwater Improvements project. The PCN is being submitted on behalf of the
City of Raleigh Engineering Services Department - Stormwater Management. The City is
addressing ongoing severe streambank erosion and flooding in the Ramblewood Drive area. Urban
stormwater flows are causing flooding, accelerated erosion, and downcutting, resulting in unstable
stream banks, loss of large trees, and threatening existing residential homes (see images below).
This project is designed to address the stream bank erosion, flooding, water quality, and potential
property losses. Permanent and temporary impacts to streams will occur with permanent impacts
minimized. Buffer impacts are also associated with this project.
Photo 1: Ram
720 Corporate Center Drive
Raleigh, NC 27607
Tel. [phone]
www.wkdickson.com
Western tributary displaying severe erosion and downcutting.
Aviation • Water Resources • Urban Development • Geomatics

Karen Higgins
NC DEQ
March 6, 2019
Page 2
The proposed project encompasses approximately 900 linear feet along two unnamed tributaries to
Crabtree Creek, signified as East and West Tributaries (see Figure 1). The tributaries are to either
side of Cardigan Place and flow under Ramblewood Drive through separate culverts before
merging downstream. The proposed improvements include culvert extensions, culvert
replacements, and bank stabilization throughout the project. These improvements are necessary to
prevent further property losses and damage and reduce sediment loading from excessive
streambank erosion.
The existing East Tributary north of Ramblewood Drive consists of a combination of open ditch and
pipes. Flow enters the system via a culvert under I-440, travels through 235 LF of open ditch to the
project area where it then enters 100 LF 18" RCP that daylights into 90 LF of open ditch before
entering a culvert under Ramblewood Drive. This drainage system is proposed to be modified by
installing drop grade control structures in the north end of the ditch prior to entering the culvert;
replacing the existing culvert with a 42" RCP culvert, and extending it 90 LF to connect to the
existing culvert system. This new culvert will not be placed in the horizontal footprint of the
existing culvert and ditch but will be realigned to include yard inlets for capture of stormwater
drainage. During a site meeting on January 29, 2019, with representatives of the Corps of Engineers,
it was concluded that this tributary lacked the characteristics of an intermittent stream and should
not be considered jurisdictional for permitting purposes (refer to Appendix A for meeting minutes).
@VDI
ICKSON

Karen Higgins
NC DEQ
March 6, 2019
Page 3
The existing West Tributary system, north of Ramblewood Drive, also consists of a combination of
pipes and severely eroded open channels with some bank heights approaching 12 to 16 feet. Flow
enters the West Tributary system channel via a culvert under I-440; travels through 275 LF of open
channel; and then enters another existing culvert. An alternative design to stabilize the existing
open channel, using engineered retaining walls, was prepared but determined to be impractical due
to prohibitive costs, limited construction access, and concerns regarding future failure. Based on
site visits and consultation with representatives from the Corps of Engineers, piping of the stream
was determined to be the only practicable solution. Under this alternative, the West Tributary
system is proposed to be modified by replacing the open channel segment with new 48" RCP to
connect to the existing upstream and downstream culverts. The new system would also include
yard inlets to capture surface runoff. The West Tributary is considered jurisdictional and we are
seeking approval under Nationwide Permit 29 based on conversations with Corps representatives.
The project will address flooding, streambank erosion, and reduce sediment loads within a 60 -acre
urbanized drainage area. Where open channels are to remain, post -construction stabilization will
follow accepted stream restoration techniques consisting of sloping steep banks to a stable grade,
use of boulder toes or log toes, and revegetation of all disturbed areas with native vegetation. Any
rip rap placed in the channel will be imbedded into the channel as a riffle grade control. The
removal of trees is unavoidable but will be limited to the least possible. All disturbed areas will be
revegetated with native vegetation. All construction activities shall be performed and maintained in
full compliance with G.S. Chapter 113A Article 4 {Sediment and Pollution Control Act of 1973}. Best
management practices will incorporate to minimize and control sedimentation and erosion.
The attached PCN package includes PCN Form, supporting figures, and design plans. Our intent is
for the package to serve as a request for approval of both stream and buffer impacts. On the
Western Tributary, the proposed permanent impacts are 275 LF of surface waters resulting from
installation of new pipe and 15,105 SF of Neuse Riparian Zone 1 buffer resulting from grading
activities associated with the pipe installation. According to Section 15A NCAC 02B.0233 (6) Table
of Uses, impacts for "protection of existing structures" are allowable provided there are no practical
alternatives. Based on this rule reference, the threat to the adjacent residential structures, the
severely degraded condition of the channel and associated buffers, and the understanding that
other alternatives have been investigated and are not practicable, we are seeking approval of the
noted buffer impacts without mitigation.
No wetlands are present within the project limits and no wetland impacts are anticipated. The
project meets all conditions of the NWP 29.
�D CKSON

Karen Higgins
NC DEQ
March 6, 2019
Page 4
Thank you for your prompt attention to this important project and please let me know if you have
any questions or require any additional information.
Sincere
W.K. Dickson & Co., Inc.
Scott Sigmon, PE
Project Manager
cc: Dave Kiker, PE., City of Raleigh, Stormwater Management
Mark Senior, Senior Project Engineer, WK Dickson
WDIICKSON

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a. Name of project:
Ramblewood Drainage Improvement Project
2b. County:
Wake County
2c.
Nearest municipality / town:
Raleigh, NC
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
see attached PCN narrative
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑X Agent ❑ Other, specify:
4b. Name:
David Kiker
4c. Business name
(if applicable):
City of Raleigh - Stormwater Management
4d. Street address:
127 West Hargett Street
4e. City, state, zip:
Raleigh, NC 27601
4f. Telephone no.:
919-996-4074
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Scott Sigmon
5b. Business name
(if applicable):
WK Dickson & Co., Inc.
5c. Street address:
720 Corporate Center Drive
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
see attached PCN narrative
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.83376 Longitude: -78.64456
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Nuese River Basin, USGS Cataloging Unit 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
see attached PCN narrative
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
see attached PCN narrative
3e. Describe the overall project in detail, including the type of equipment to be used:
see attached PCN narrative
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑X No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes Q No El Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes Q No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Q Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
West Trib to Crabtree
PER
Corps
10
275
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
275
3i. Comments:
See attached PCN narrative
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Stabilization
Unnamed Tributary
Yes/No
15,105
0
B2 -
Yes/No
0
B3 -
Yes/No
0
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
15,105
6i. Comments: See attached PCN narrative
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached PCN narrative
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached PCN narrative
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes Q No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
This is a stormwater maintenance project to replace existing structures and stabilize stream banks.
❑ Yes Q No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
0 Phase II
3b. Which of the following locally -implemented stormwater management programs
NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes Q No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
[]Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
M Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes ❑X No
2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This is a storm water maintenance project to upgrade failing or under -performing structures and re -stabilize stream banks. Secondary and cumulative
impacts due to development are not expected to increase since the watershed is already fully developed. The improvements are designed to provide
stormwater structure improvement and prevent flooding events.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPaC and Natural Heritage Program protected species data.
See attached USFWS letter - Consultation Code: 04EN2000-2018-SLI-0062
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes QX No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
E] Yes Z No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCHPO Buffer Tool
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
fe-7—r
-7
Applicant/Agent's Printed Name
Applicant/Ag is Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Agent Authorizaton Form
Project: Ramblewood Drainage Improvement Project
Property Legal Description:
Lp": c6v`I(, • P* #: 411 Parcel ID: M'AS J
iIXL� P".f- din P.N�C
Street Address: 4161 04 1w mt
Attachment #1
Property Owner (please print): 4 V✓�
--
Property Owner (please print): e e-eA A, `Ka {-t .(- �
rY4iAxUq-4-) t4 • AbgA"-&
The undersigned, registered property owners of the above noted property, do hearby authorize the City
of Raleigh's Consultant, WK Dickson, to act on my behalf and take all actions necessary for the
processing, issuance and acceptance of this permit or certification and any and all standard and special
conditions attached.
Property Owner's Address (if different than property above):
Telephone #: " 1 ICI - g I `i — ©q y %
Email Address: V 1&V*;) (I1 e ite_ ( Q) U a V, 00

Agent Authorizaton Form
Project: Ramblewood Drainage Improvement Project
Property Legal Description:
Lot #: 03 ; Plan #: 1U ; Parcel ID: (745585113
Street Address: dtk mp&!,4� Ulik
J
Property Owner (please print):
Attachment #1
Property Owner (please print): ��
����
The undersigned, registered property owners of the above noted property, do y authonze e ity
of Raleigh's Consultant, WK Dickson, to act on my behalf and take all actions necessary for the
processing, issuance and acceptance of this permit or certification and any and all standard and special
conditions attached.
Property Owner's Address (if different than property above):
Telephone P
Email Address:

Agent Authorizaton Form
Project: Ramblewood Drainage Improvement Project
Property Legal Description:
L,W#: G I -;PI6#: ( E ;Parcel ID: I 7055$f`I z
POS �?&
Street Address: 4005 pw
Property Owner (please print):
Property Owner (please print):
Attachment #1
a_.
The undersigned, registered property owners of the above noted property, do hearby authorize the City
of Raleigh's Consultant, WK Dickson, to act on my behalf and take all actions necessary for the
processing, issuance and acceptance of this permit or certification and any and all standard and special
conditions attached.
Property Owner's Address (if different than property above):
Telephone #:
Email Address:

• a
Project: Rambli
Property Legal
Lout: i i'16,
\
Street Address:
Attachment #1
Property Owner (please print): _lg&4
Property Owner (please print): [-�6 / I v 0 V(
The undersigned, registered property owners of the above noted property, do hearby authorize the City
of Raleigh's Consultant, WK Dickson, to act on my behalf and take all actions necessary for the
processing, issuance and acceptance of this permit or certification and any and all standard and special
conditions attached.
Property Owner's Address (if different than property above):
Telephone ri: _ I +{
Email Address: _it0 ,6LL ly ;"Allbu, ='i

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Supplemental Information for Pre -Construction Notification (PCN) Form
Ramblewood Drainage Improvements Project
PCN Narrative
Ramblewood Drainage Improvements Project
For City of Engineering Services Department - Stormwater Management
Nationwide Permit 29
Pre -Construction Notification
Name and Address of Applicant:
City of Raleigh Engineering Services Department - Stormwater Management
c/o David Kiker
127 West Hargett Street, 81h Floor
Raleigh, NC 27601
Page 1 of 6

Supplemental Information for Pre -Construction Notification (PCN) Form
Ramblewood Drainage Improvements Project
BACKGROUND AND PURPOSE
The project area is located in Raleigh, North Carolina north of the downtown area and inside the 440
beltline and south of North Hills Mall. The project originates along Lassiter Summit Court and terminates
just downstream of 401 Ramblewood Drive. The current land use is single home residential
neighborhood. The proposed project extends approximately 900 linear feet along two unnamed
tributaries to Crab Tree Creek, signified as East and West Tributaries (see Figure 1). The East and West
Tributaries come together downstream of a pond located at 401 Ramblewood Drive and flows southward
to Crabtree Creek. WK Dickson personnel conducted an on-site field assessment of waters of the US a site
visit September 26, 2017.
The existing conveyance system along the East Tributary collects drainage from approximately 20 acres
including a portion of the runoff generated from North Hills Mall north of the 440 beltline. The runoff is
conveyed by a 36" RCP at the upstream end exiting beneath the 440 beltline and outfalls to an open
channel. The open channel enters a segment of 18" RCP adjacent to 312 Ramblewood Drive followed by
an open channel segment before the Ramblewood crossing. The Ramblewood crossing along the East
Tributary is composed of 18" RCP. The existing 18" RCPs at this crossing are undersized and cannot
accommodate the runoff generated by the 20 -acre drainage area. Consequently, storm flows that cannot
pass through the 18" RCP are conveyed by the road's gutter section until reaching the sag at the West
Tributary. At this sag location, the storm flows overtop the road and eventually are conveyed by the West
Tributary. There are reports from nearby residents of street flooding at this location. The reports indicate
that this is a minor issue as the water eventually works its way down to the sag along the West Tributary
on the north side of 401 Ramblewood Drive. Additional reports from property owners were obtained
during on-site field interviews.
The existing conveyance system along the West Tributary collects approximately 40 acres. Runoff from
the West Tributary's upper watershed, north of the Ramblewood project area, is collected by a network of
catch basins and pipes located throughout the North Hill Shopping Mall and open swales located in the I-
440 corridor. The system of closed pipes range in size from 15" RCP to a 48" RCP at its outfall into the
project area where it discharges to an open channel between 400 Ramblewood Drive and 4001 Cardigan
Place. This section of channel is experiencing severe erosion with bank heights approaching 12 to 16 feet.
After about 275 feet this open channel enter into a 48" RCP above Ramblewood Drive. The crossing at
Ramblewood Drive consists of a section of 48" RCP that transitions to 54" RCP. The East and West
Tributaries come together downstream of a small pond located at 401 Ramblewood Drive.
A cultural resources review was conducted to determine project potential to adversely affect
archaeological sites or historic structures listed, or eligible for listing on the National Register of Historic
Places (NRNP). The report found 5 listed sites within a half mile buffer, but none in the immediate
vicinity have local landmark status or NHRD status. It is concluded no NRHP-listed properties or state
recognized historic structures are recorded within or immediately adjacent to the project area.
NHP records were reviewed and no protected species or their habitat is located within the project area
and none was observed during the site visit. A consultation with the US Fish and Wildlife Service
(Consultation Code: 04EN2000-2018-SLI-0062) indicates a total of 4 threatened, endangered, or candidate
species should be considered in an effects analysis by this project. There are no critical habitats within this
project. The project is within an urban setting. No habitat for the species listed is present within the
project area or immediately downstream. Therefore, this project has a conclusion of not affect for protect
species.
Page 2 of 6

Supplemental Information for Pre -Construction Notification (PCN) Form
Ramblewood Drainage Improvements Project
The culvert replacements and bank stabilization throughout the project are necessary to prevent further
property losses and damage and reduce sediment into Crabtree Creek. Theses proposed activities are
authorized under Nation Wide Permit 29 -Residential Development due to the threat to residential lots.
Also, because of the highly developed nature of the watershed, stabilization of the banks in limited areas
is required to prevent property loss, excessive stream sedimentation, and degradation of downstream
water quality. Bank stabilization will follow accepted stream restoration techniques and consist of sloping
steep banks to a stable grade and revegetation of all disturbed areas with native vegetation.
This notification requests authorization to maintain and stabilize the existing channel features through
the use of Nationwide Permit number 29 (NWP 29 -Residential Development). This project would require
impacts to jurisdictional streams to meet current accepted standards by the replacements of existing
culverts. The following sections document project compliance with the US Army Corps of Engineers
(USACE) 2017 NWP General Conditions, as well as the USACE-Wilmington District Regional Conditions
for NWPs.
A. Applicant Information
3a. Owner Information
Name(s) on Recorded Deed
Tax ID (Pin)
Deed Book and Page No.
Street Address
Jay J. & Leslie B Jandrain
1705584981
15726@1767
505 Lassiter Summit Ct
Raleigh, NC 27609
Holly D. Wybel
1705586915
11968@941
501 Lassiter Summit Ct
Raleigh, NC 27609
Sylvia York Heirs
1705586892
4536@368
4005 Cardigan Place
Raleigh, NC 27609
Henry Vance Barnette, III & Meredith
1705586740
8869@992
4001 Cardigan Place
Hart Barnette
Raleigh, NC 27609
Patricia Rose Demarest
1705585713
5418@0748
400 Ramblewood Dr
Raleigh, NC 27609
726 St. Peter Street, LLC
1705587664
15310@1322
4000 Cardigan Place
Raleigh, NC 27609
Edna K. & Deborah C. England
1705588342
16093@816
315 Ramblewood Dr
Raleigh, NC 27609
Jo W. Averett
1705586299
13121@2348
323 Ramblewood Dr
Raleigh, NC 27609
Ramblewood Properties, LLC
1705584294
13303@2144
401 Ramblewood Dr
Raleigh, NC 27609
Shirley M. Myrick
1705588732
4328@79
4004 Cardigan Place
Raleigh, NC 27609
Catherine M. Woodall
1705588662
9201@963
312 Ramblewood Dr
Ralei h, NC 27609
Jean Lewis
1705589645
9466@2603
308 Ramblewood Dr
Raleigh, NC 27609
Page 3 of 6

Supplemental Information for Pre -Construction Notification (PCN) Form
Ramblewood Drainage Improvements Project
B. Project Information and Prior Project History
Ia. Property identification no. (tax PIN or parcel ID): See table above -Owner Information
3a. Describe the existingconditions on the site and the general land use in the vicinity of the project at
the time of this application:
The Ramblewood Drainage Improvements Project is located in North Central Raleigh, south of the I-440
Beltline at North Hills Mall. The Ramblewood Watershed originates along Lassiter Mill Road to the north
and Six Forks Road to the east while terminating approximately 100 feet downstream of the residential
structure at 401 Ramblewood Drive. The project will treat stormwater within a 60 -acre urbanized
drainage area. The drainage area includes North Hills Mall as well as single family residential areas.
There are two separate drainage systems, East and West Tributaries, that convey stormwater runoff from
the North Hills Mall south to an unnamed tributary to Crabtree Creek. Both tributaries are a mix of piped
and eroding open channel within the project located on private property and surrounded by residential
neighborhoods. The watershed is an unnamed tributary to Crabtree Creek.
3d. Explain the purpose of the proposed project:
Neighboring homeowners registered complaints with the City of Raleigh concerning existing street
flooding on Ramblewood Dr. In addition, flooding is causing channel bank erosion at 4001 Cardigan
Place, threatening homeowner's fences, yards, and the deck foundation. To address the listed issues
above and reach the City's Stormwater objectives, this project's goals include:
• Provide up to a 10 -year level of service for the two (2) Ramblewood Drive roadway
culvert crossings;
• Improve hydraulic capacity and roadway spread for secondary closed systems along
Ramblewood Drive and Cardigan Place;
• Implement improvements to stabilize the channel section along the West Tributary upstream
of Ramblewood Drive and downstream of the I-440 Beltline where existing bank erosion is
threatening private property; and
• Optimize improvements to prevent adverse impacts downstream of Ramblewood Drive.
3e. Describe the overall project in detail, including the type of equipment to be used:
The East Tributary north of Ramblewood Drive contains 100 LF 18" RCP between open channel,
daylighting into 90 LF of channel above Ramblewood Drive. This section is located beside residential
homes. The undersized pipe and open channel will be replaced with 197 LF of 42" RCP. This new culvert
will not be placed in the horizontal footprint of the existing culvert and channel, but will be realigned to
include yard inlets for increased flood drainage capture.
The West Tributary north of Ramblewood Drive is severely eroded with some bank heights approaching
12 to 16 feet. A channel with this level of erosion is recommended to be piped underground to prevent
further sediment transfer downstream and property damage. The open channel will be replaced with 245
LF of 48" RCP tied into the existing upstream and downstream 48" RCPs. The new culvert will not be
placed in the existing stream centerline, currently 275 LF, but rather will be realigned to include yard
inlets for increased runoff capture.
Page 4 of 6

Supplemental Information for Pre -Construction Notification (PCN) Form
Ramblewood Drainage Improvements Project
C. Proposed Impacts Inventory
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of Impact
Stream Name
Perennial (PER) or
Type of
Average
Impact
number
Temporary
Intermittent (INT)
jurisdiction
Stream
Length
Permanent (P) or
(T)
Width
(linear
Temporary (T)
P
Relocation
6
0+61 to 2+92
(feet)
feet)
S1 P
Culvert
West. Trib to
Perennial
Corps
10
275
Crabtree Creek
3h. Total stream and tributary impacts
275
3i. Comments:
Existing stream length for Western Tributary within the project area is 275 LF.
Permanent impacts are 275 LF of culvert extension. The proposed culvert will be 245 LF due to centerline
realignment.
Stream impact
Permanent
Type of
Plan
Station Location
Average
Impact Length
number
(P) or
Impact
Sheet
of Proposed
Stream
(linear ft)
Temporary
Page
Work
Width (ft)
(T)
S1
P
Relocation
6
0+61 to 2+92
10
275
Total stream and tributary impacts
275
Proposed Impacts Inventory
Impact S1 (Plan Sheet 6)
Stream Impact S3 on the Western Tributary includes the addition of 245 LF of proposed 48" RCP. The
existing stream centerline is 275 LF. The proposed 48" RCP will include yard inlets for runoff capture and
tie into the existing 48" RCP above Ramblewood Drive. Stream Impact 3 will result in 275 linear feet of
permanent stream impacts and is proposed for authorization under NWP 29.
Impact BI (Figure 4)
Buffer Impact B1 (at S3) includes 245 LF of culvert to replace degraded, highly eroded channel along the
Western Tributary. It includes the removal of 30 linear feet of channel due to the centerline realignment.
The graded area is expected to be reseeded with grass vegetation. The area will be included within a City
Permanent Drainage Easement and will not be available for future development. Buffer Impact 1 will
result in 15,105 square feet of permanent Zone 1 buffer impacts along 275 linear feet of stream, including
a loss of 30 LF of stream buffer due to culvert extension and realignment.
Page 5 of 6

Supplemental Information for Pre -Construction Notification (PCN) Form
Ramblewood Drainage Improvements Project
D. Impact justification and Mitigation
1a. & 1b.: Avoidance and Minimization: Specifically describe measures taken to avoid or minimize the
proposed impacts in designing project and through construction techniques.
An alternative design to stabilize the existing open channel, using engineered retaining walls, was
prepared but determined to be impractical due to prohibitive costs, limited construction access, and
concerns regarding future failure. Based on site visits and consultation with representatives from the
Corps of Engineers, piping of the stream was determined to be the only practicable solution. The
proposed modifications pose a significant overall benefit in terms of downstream channel stability,
reduced sediment loading, wildlife habitat, infrastructure condition, and water quality. The disturbed
area was reduced to the minimum necessary to install the pipe.
Following installation of the new pipe, the area encompassing the former channel will be graded to
establish stable vegetated slopes. Runoff from the adjacent land will receive treatment similar to riparian
buffers as it passes through the vegetated areas prior to entering the pipe through new inlets. The new
system will be located within a permanent drainage easement which will ensure the continued protection
and function of the vegetated area.
To minimize impacts to surface water resources during the project construction and maintenance, an
erosion and sedimentation control plan will be included in the project's design plans. All erosion control
measures will be placed in accordance with the Erosion Control Regulations. Local storm water and
erosion control regulations will be followed on the project site. Stream flows will be pumped around the
project area during construction to maintain downstream flows and prevent contamination of the stream.
Ongoing on-site construction inspections will ensure that construction contractors are following all DEQ
approved plans.
Page 6 of 6

a United States Department of the Interior'
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: February 08, 2018
Consultation Code: 04EN2000-2018-SLI-0062
Event Code: 04EN2000-2018-E-00708
Project Name: Ramblewood Drainage Improvements
Subject: Updated list of threatened and endangered species that may occur in your proposed
project location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 etseq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

02/08/2018 Event Code. 04EN2000-2018-E-00708
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/mi rag_tor) birds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.mnfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

02/08/2018 Event Code: 04EN2000-2018-E-00708
Attachment(s):
• Official Species List

02/08/2018 Event Code: 04EN2000-2018-E-00708
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

r
02/08/2018
Project Summary
Event Code: 04EN2000-2018-E-00708
Consultation Code: 04EN2000-2018-SLI-0062
Event Code: 04EN2000-2018-E-00708
Project Name: Ramblewood Drainage Improvements
Project Type: STREAM / WATERBODY / CANALS / LEVEES / DIKES
Project Description: The existing conveyance system along of two tributaries collects drainage
from approximately 40 acres and 20 acres including a portion of the
runoff generated from North Hills Mall. The runoff is conveyed by two
RCP beneath the 440 beltline. The Ramblewood crossing along the East
Tributary is composed of several sections of 18" RCPs. The existing
RCPs on one tributary is undersized and the storm flows overtop the
Ramblewood Drive. The remaining tributary is severely eroded for about
275 feet with some bank heights approaching 12 to 16 feet. The crossing
at Ramblewood Drive is not a typical culvert; it consists of a section of
48" RCP that transitions to 54" RCP.
The culvert replacements and bank stabilization throughout the project are
necessary to prevent further property losses and damage and reduce
sediment into Crabtree Creek.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www. google.com/mal2s/place/35.83417365262184N78.64316082577304W
Counties: Wake, NC
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02/08/2018
Event Code: 04EN2000-2018-E-00708
Endangered Species Act Species
3
There is a total of 4 threatened, endangered, or candidate species on this species list. Species on
this list should be considered in an effects analysis for your project and could include species that
exist in another geographic area. For example, certain fish may appear on the species list because
a project could affect downstream species. See the "Critical habitats" section below for those
critical habitats that lie wholly or partially within your project area under this office's
jurisdiction. Please contact the designated FWS office if you have questions.
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: htips://ecos.fws.2ov/ecp/species/7614
Clams
NAME STATUS
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile: htips://ecos.fws. og v/ecp/species/784
Yellow Lance Elliptio lanceolata Proposed
No critical habitat has been designated for this species. Threatened
Species profile: https://ecos.fws. og v/ecp/species/4511
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile: htips://ecos.fws.gov/ecp/species/5217
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECTAREA UNDER THIS OFFICE'S
JURISDICTION.

esST�ti7Fo
•�wwVd�
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Govemor Roy Cooper Secretary Susi H. Hamilton
NCNHDE-4576
October 25, 2017
George Lankford
WK Dickson
720 Corporate Center Drive
Raleigh, NC 27607
RE: Ramblewood Drainage Improvements; 20160227.00.RA
Dear George Lankford:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butlerOncdcr.aov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS_ Tek"one: [phone] LOCATION_
1651 Mad Service Center www.ncntip.org 121 West Jones Street
Raleigh, NC 27699-1651 Raleigh, NC 2760

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Ramblewood Drainage Improvements
Project No. 20160227.00.RA
October 25, 2017
NCNHDE-4576
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name
Common Name
Last
Element
Accuracy
Federal State
Global
State
Group
Observation
Occurrence
Status Status
Rank
Rank
Date
Rank
Dragonfly or
32043
Coryphaeschna ingens
Regal Darner
2004 -Pre
H?
5 -Very
--- Significantly
G5
S2?
Damselfly
Low
Rare
Mammal
9363
Condylura cristata pop.
1 Star -nosed Mole -
1991
E
3 -Medium
--- Special
G5T2Q
S2
Coastal Plain population
Concern
Reptile
35528
Ophisaurus attenuatus
Slender Glass Lizard
1984-05-07
H?
4 -Low
--- Significantly
G5
S2
Rare
Vascular Plant
26314
Clematis catesbyana
Coastal Virgin's -bower
1890-08-15
H
5 -Very
--- Significantly
G4G5
S2
Low
Rare Peripheral
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating Collective Rating
NEU/Crabtree Creek Aquatic Habitat n/a (Not Applicable) C4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Wake County Open Space Wake County: multiple local government Local Government
Wake County Open Space Easement Wake County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at hh tps://ncnhde.natureserve ora/content/help. Data query generated on October 25, 2017, source: NCNHP, Q3 July 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-4576: Ramblewood Drainage Improvements
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SELECT BACKFILL
WESTERN TRIBUTARY PROFILE
H: V=20'
V: V=4'
NOTES:
1. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS
TO RESIDENCES.
2. TREES AND BUSHES OUTSIDE OF THE TEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
3. SEE EROSION CONTROL SHEETS FOR PLANTING
AND SEEDING INFORMATION.
4. CONTRACTOR SHALL COORDINATE WITH PROPERTY
OWNER ON RELOCATION OF ELECTRICAL LINES AND
IRRIGATION LINES ON 501 LASSITER SUMMIT COURT.
5. SEE THE NORTH HILLS SEWER OUTFALL
IMPROVEMENTS PLANS FOR ALL PROPOSED SEWER
WORK AND WORK RELATING TO SEWER
CONSTRUCTION.
B. CONTRACTOR TO REMOVE FENCES AS SHOWN.
PROPERTY OWNERS ARE RESPONSIBLE FOR
REPLACEMENT OF FENCES ON THEIR OWN
PROPERTY UPON PROJECT COMPLETION.
7. CONTOURS FOR GRASS LINED DIVERSION DITCH
AND RIP RAP LINED CHANNEL ARE NOT SHOWN.
FOLLOW DIMENSIONS ON DETAILS FOR
CONSTRUCTION OF FINAL FINE GRADING.
i& -
Know
what's below.
Call before you dig.
0 0 10 20 40
1 inch 20 rt
HORIZONTAL
4 0 4 d
1 inch= 4 ft
VERTICAL
CONCURRENT REVIEW APPROVAL
CRY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plan for gig pmposea use nave been reviewetl for general
a gin ah a°pliaWe coags. Thrs Nm4etl review, aid
toInoriIDfion for conkrudlan is not to be anitleretl to represeid
tal compiia Mh IN legal regtmempents ror hvebprnnt aM
conslrutlmnspo =f° , r, [,an ntn ar appw�natele cM sfaia orn
a C FeOneral brvs. The speciM auttronzation Cebry t a permH,
`VfOetl real law AN Conz�,, onemus[ bs In elecioi°raafnx'H sl L-4Stale and!Fetleral Rules and Regulation.
TRANSPORTATION FIELD SERVICES
PUBUC UTILITIES
STORMWATER
PLANNINC/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
�D CKSON
comru6y nfrasiru — --h.-
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27807
(0919-782-0495
(0919-782-9672
W W W. WKOICKSONCOM
NC LICENSE NO.F-0374
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1. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS
TO RESIDENCES.
2. TREES AND BUSHES OUTSIDE OF THE TEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
3. SEE EROSION CONTROL SHEETS FOR PLANTING
AND SEEDING INFORMATION.
4. CONTRACTOR SHALL COORDINATE WITH PROPERTY
OWNER ON RELOCATION OF ELECTRICAL LINES AND
IRRIGATION LINES ON 501 LASSITER SUMMIT COURT.
5. SEE THE NORTH HILLS SEWER OUTFALL
IMPROVEMENTS PLANS FOR ALL PROPOSED SEWER
WORK AND WORK RELATING TO SEWER
CONSTRUCTION.
B. CONTRACTOR TO REMOVE FENCES AS SHOWN.
PROPERTY OWNERS ARE RESPONSIBLE FOR
REPLACEMENT OF FENCES ON THEIR OWN
PROPERTY UPON PROJECT COMPLETION.
7. CONTOURS FOR GRASS LINED DIVERSION DITCH
AND RIP RAP LINED CHANNEL ARE NOT SHOWN.
FOLLOW DIMENSIONS ON DETAILS FOR
CONSTRUCTION OF FINAL FINE GRADING.
i& -
Know
what's below.
Call before you dig.
0 0 10 20 40
1 inch 20 rt
HORIZONTAL
4 0 4 d
1 inch= 4 ft
VERTICAL
CONCURRENT REVIEW APPROVAL
CRY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plan for gig pmposea use nave been reviewetl for general
a gin ah a°pliaWe coags. Thrs Nm4etl review, aid
toInoriIDfion for conkrudlan is not to be anitleretl to represeid
tal compiia Mh IN legal regtmempents ror hvebprnnt aM
conslrutlmnspo =f° , r, [,an ntn ar appw�natele cM sfaia orn
a C FeOneral brvs. The speciM auttronzation Cebry t a permH,
`VfOetl real law AN Conz�,, onemus[ bs In elecioi°raafnx'H sl L-4Stale and!Fetleral Rules and Regulation.
TRANSPORTATION FIELD SERVICES
PUBUC UTILITIES
STORMWATER
PLANNINC/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
�D CKSON
comru6y nfrasiru — --h.-
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27807
(0919-782-0495
(0919-782-9672
W W W. WKOICKSONCOM
NC LICENSE NO.F-0374
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DRAWING NUMBER:
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Feet City of Raleigh, NC
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Project Location
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Japan, METI, Esri China (Hong Kong),,'swisstopo, Mapmylndia,
OpenStreetMap contributors, and the°GIS User Community
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1 in = 2,000 ft Figure 2 - USGS Map eemm
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50 100 Ramblewood Drainage Improvements Project
Feet City of Raleigh, NC
1 in = 100 ft Figure 4 - Buffer Impact Map
W DICKSON
community Introstructurts consultants

Appendix A:
Meeting Minutes - USACE Coordination Meeting
January 29, 2019

WK
DICKSON
M E E T I N G M I N U T E S community Infrastructure consultants
720 Corporate Center Drive, Raleigh, North Carolina 27607 919.782.0495
DATE:
January 29, 2019
TO:
DAVID KIKER
FROM:
SCOTT SIGMON
WKD #:
201600227.00.RA
Ramblewood Drainage Improvements Project USACE Coordination Meeting Minutes
January 29, 2019 at 11:00 AM
Team Participants:
• Ross Sullivan — US Army Corps of Engineers (USACE)
• Jean Gibby — US Army Corps of Engineers (USACE)
• David Kiker, PE — Project Manager, Public Works Department (Stormwater Utility)
• Scott Sigmon, PE — Project Manager, WK Dickson
• Ward Marotti, PE — Project Manager, WK Dickson
General Discussion Items:
• The field meeting began by reviewing potential permitting challenges —
o Reviewed project permitting challenges and constraints and completed the
first field walk along the eroded west tributary.
o NC SAM form was completed, and Ross was in agreement that the west
tributary was a low quality aquatic resource This would help reduce the
compensatory mitigation requirements from a 2:1 ration down to a 1:1 ratio
Is Previous design was approved under a Nationwide Permit. Due to the unique site
constraints and limited construction easement for the previously designed open
system with modular block retaining walls, the City bids received by the City were
almost one -million dollars over budget.
• Due to the effort and cost the City has incurred to try to keep this an open system,
it would be the City's preference to consider a redesign to a closed system. The
City is seeking a discussion for options and a path forward for either a NWP or
Individual Permit. The City's preference would be to have the work fall within an
existing NWP.
• The field meeting next reviewed the minor swale and closed system work along
the east tributary. Hand auger samples taken during this field meeting by both

L t+
Ward Marotti and Ross Sullivan concluded that the east tributary drainage swale
would not be under the Army Corps jurisdiction. Based on this feedback, any future
submittals to the Army Corps would exclude work along the east tributary.
• Ross agreed that the compensatory mitigation would be set at a 1:1 ratio. The City
would need to submit a request in writing for further reductions to the mitigation
ratio.
• Both Jean and Ross concluded the meeting that the impacts along the west
tributary would need to be submitted under an Individual Permit, but they would
go back to the office and discuss further.
2

From: Sullivan, Roscoe L III CIV (US) <[e-mail]>
Sent: Monday, February 4, 2019 9:14 AM
To: Scott Sigmon <[e-mail]>
Cc: Kiker, David <[e-mail]>
Subject: RE: Ramblewood - Action ID 2017-00717 County: Wake (UNCLASSIFIED)
CLASSIFICATION: UNCLASSIFIED
Hey Scott,
I have good news in regards to this project. Jean and I had a discussion with the other regulators in the
Raleigh Regulatory Field Office and it was determined that this project could be permitted under a
Nationwide Permit 29 as opposed to requiring an Individual Permit. Note that this decision is due to the
severity of the erosion, the site constraints, and project costs which make the initially permitted plans
impracticable.
Please feel free to reach out to me with any questions or concerns.
Best regards,
Ross
Ross Sullivan, PWS, ISA Certified Arborist
Regulatory Specialist
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers - Wilmington District
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office #: 919-554-4884. Ext. 25
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer
Service Survey is located at:
https://cops.usace.army.mil/sites/RD/ORM2 Blog/ layouts/15/WopiFrame.aspx?sourcedoc={AE95B1BE
-995E-4A7E-9968-B619432F7CEB}&file=National Customer Survey for Dec 2018.xlsx&action=default

Appendix B:
Bank Erosion Hazard Index

BEHI Field Form - Complete
Location Description: Ramblewood W. Tributary Analysis by: K. Marsh and W. Marotti Date: 2/21/2019
BEHI
Category
A
Bank height
BH
score
B
Root depth
RDH
Score
C
Root density
RD
score
D
Surface
protection
E
SP score Bank angle
BA score
Very low
1.0-1.1
1
90-100
1
80-100
1
80-100
1
0-20
1
Low
1.1-1.2
3
50-89
3
55-79
3
55-79
3
21-60
3
Moderate
1.3 - 1.5
5
30-49
5
1 30-54
5
1 30-54
5
61-80
5
High
1.6-2.0
7
15-29
7
1 15-29 1
7
15-29
7
81-90
7
Very high
2.1-2.8
8.5
5-14
8.5
10-14
8.5
10-14
8.5
91-119
8.5
Extreme
>2.8
10
<5
10
<5
10
<14
10
>119
10
Material adjustment (F)
Stratification adjustment (G)
Total Score
(Sum A -G)
Bedrock - automatically Very low
No Layer No adjustment
Boulder -automatically
Low
Single layer (+) 5
Cobble
(-) 10
Multiple (+) 10
51
Gravel or mostly gravel
Ns
Sand or mostly sands
(+) 10
Silt/loam
No adjustment
Clay
(-) 20
BEHI Category:
Extreme
Very Low LowModerate High Very High Extreme
<_9.5 10-19.5 20-29.5 30-39.5 40-45 >45
Comments: Channel banks are in a state of severe erosion, exhibiting concave upward profiles, overhanging trees, undercutting, and mass wasting of the side
slopes. Bank angle is 90+ degrees throughout the majority of the channel. Several trees have fallen into the channel and many more are at risk.
Vegetative cover is minimal along the banks and the steepness of the banks are preventing any type of revegetation.

LASS17ER SUMMri Ci
VICINITY MAP
NTS
SIX FORKS RD TO 1440 /
RAMP WB
EASTERN
TRIBUTARY
SHEET4
SHEETS
LOCATION & SHEET LAYOUT MAP
SCALE: 1'I = 200'
Plans Drawn By: MLS I-A.L rue rain:
O:\P jests\Raleigh\201602270DRA-Ramble,�ood
Drainage lmpotrements\C0D0\PLAN SE r
3 Plans Prepared By:
2018
= Scott Sigmon, PE
City of Raleigh Stormwater Project Manager:
David Kikeo, PE
Survey Prepared By:
STEWART
421 FAYETIEILLE ST. STE 40O DRM UCENSE F C -1D51
RALEIGH. NC 27601 arra.at•Rar —
091 9) 380-6760 PROJECT f G17004
11 THE CITY OF RALEIGH
720 CORPORATE CENTER DRIVE
Plans Prepared By: RALEIGH. NC 27607
[phone]
WK O/fico LaC-11 s
GedRgla
North Carolina
South Carolina
Ten
WDICKSO
W W m NC LICENSE N0.
NF-0374
community infrastructure consultants
'IPLOT DATE: 3/7/2019
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS APPROVED IN
THESE PLANS IS RESPONSIBLE FOR CONTACTINGTHE PUBLIC
WORKS DEPARTMENT AT [phone], AND THE PUBLIC
UTILITIES DEPARTMENT AT [phone] AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR
CONSTRUCTION.
MONETARY RNES, AND REQUIRE REINSTALLATION OF ANY
WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A
FINEAND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE
CITY OF RALEIGH.
RUFFIN L. HALL
CITY MANAGER
ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL CITY OF
RALEIGH AND/OR NC DOT STANDARDS
AND SPECIFICATIONS.
PHASE NUMBER
Sheet Index
Sheet Number
Sheet Title
1
COVER
2
GENERAL NOTES
3
LEGEND
4-8
PLAN AND PROFILE
D1 -D4
DETAILS
S1 -S5
STRUCTURAL DETAILS
EC1-EC7
EROSION CONTROL
TC1-TC4
TRAFFIC CONTROL
ES1-ES5
SEALED SURVEY
1-10
KIMLEY-HORN NORTH HILLS SEWER OUTFALL
IMPROVEMENTS PROJECT PLANS
43
TOTAL SHEETS
Plans Drawn By: MLS I-A.L rue rain:
O:\P jests\Raleigh\201602270DRA-Ramble,�ood
Drainage lmpotrements\C0D0\PLAN SE r
3 Plans Prepared By:
2018
= Scott Sigmon, PE
City of Raleigh Stormwater Project Manager:
David Kikeo, PE
Survey Prepared By:
STEWART
421 FAYETIEILLE ST. STE 40O DRM UCENSE F C -1D51
RALEIGH. NC 27601 arra.at•Rar —
091 9) 380-6760 PROJECT f G17004
11 THE CITY OF RALEIGH
720 CORPORATE CENTER DRIVE
Plans Prepared By: RALEIGH. NC 27607
[phone]
WK O/fico LaC-11 s
GedRgla
North Carolina
South Carolina
Ten
WDICKSO
W W m NC LICENSE N0.
NF-0374
community infrastructure consultants
'IPLOT DATE: 3/7/2019
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTENSION OF WATER, SEWER, AND/OR REUSE, AS APPROVED IN
THESE PLANS IS RESPONSIBLE FOR CONTACTINGTHE PUBLIC
WORKS DEPARTMENT AT [phone], AND THE PUBLIC
UTILITIES DEPARTMENT AT [phone] AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR
CONSTRUCTION.
MONETARY RNES, AND REQUIRE REINSTALLATION OF ANY
WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A
FINEAND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE
CITY OF RALEIGH.
RUFFIN L. HALL
CITY MANAGER
ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH ALL CITY OF
RALEIGH AND/OR NC DOT STANDARDS
AND SPECIFICATIONS.
PHASE NUMBER
1
NUMBER OF LOTS
0
LOT NUMBERS BY PHASE
0
NUMBER OF UNITS
0
LIVABLE BUILDINGS
0
OPEN SPACE
0
NUMBER OF OPEN SPACE LOTS
0
PUBLIC STORMWATER (LF)
476 LF
PUBLIC WATER (LF)
0
PUBLIC SEWER (LF)
620 LF
PUBLIC STREET (LF) - FULL
470 LF
PUBLIC STREET (LF) - PARTIAL
0 LF
PUBLIC SIDEWALK (LF)
0 LF
STREET SIGNS (LF)
0 LF
WATER SERVICE STUBS
0
SEWER SERVICE STUBS
0
StormwateF Management De
222 West Hargett Street, Room 301 D
Raleigh, NC 27602 MAR 14 `2019
[phone]
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Project Data Sheet y + eE PA TN ENT
SERVICES
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NANCY McFARLANE
MAYOR
Right -of -Way Obstruction Notes:
• Lane and Sidewalk closures or detours: Prior to any lane or
sidewalk obstruction, the contractor or engineer shall submit a
traffic control and/or pedestrian plan along with a Right -of -Way
Services Application to request the obstruction prior to the start of
work [e-mail] for approval.
• The City of Raleigh requires an approved Right -of -Way
Obstruction Permit for work on any public street or sidewalk and
NCDOT road within Raleigh's Jurisdiction.
• All Traffic Control Signage and practices shall adhere to the
Manual on Uniform Traffic Control, and the latest edition of the
NCDOT "Standard Specification for Roadway Structures", NCDOT
"Roadway Standard Drawing Manuar', and the NCDOT
Supplementto the MUTCD.
• All public sidewalks must be accessible to pedestrians who are
Visually impaired and/or people with mobility concerns. Existing
and alternative pedestrian routes during construction shall be
required to be compliant with the Public Rights of Way
Accessibility Guidelines (PROWAG), the ADA Standards for
Accessible Design and the Manual on Uniform Traffic Control
Devices (MUTCD).
• Prior to the start of work, the Client shall schedule a
Pre -Construction meeting with the Engineering Inspections
Coordinator to review the specific components of the approved
plan, and ensure all permits are issued.
• All permits must be available and visible on site during the
operation.
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NANCY MCFARLANE............................MAYOR
RUSS STEPHENSON
NICOLE STEWART
RICHARD A. THOMPSON
DAVID N. COX
COREY D. BRANCH
KAY CROWDER
STEF MENDELL
RAMBLEWOOD DRAINAGE
IMPROVEMENTS PROJECT
City Project No. 2018-0005 °s
WK Dickson Project No. 20160227.00.RA Know what's below.
J Call before you dig.
DEVELOPMENT SERVICES TRANSACTION #552318
All anatrudron to be in eavrdamz with all City of
Raleigh andor NCDOT ararkaks antl specifications.
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans a � Me T d use Iwve been mvievrea for ne I
iMpli v IN applkable waes. This Iimdetl revie�, anC
lor¢alipn ror cohstme4bn is not to be wnsitlared to represent
atnl compile vrRn all legal requirements for development antl
a strucb— me petty owner, aesi ft -ba and comrad—
e cn 11Donalhle ror wmD�ana mien an avpplI ole city, smte
antl Federal Wws. The I:pedfic Authorization bob t a permit,
Fo shall tt be andrue0 to perms any violation of CNv�State or
ederel larv. All Construction mud be in aaortlance hWiMlhn a11 Loan,
Slate alk Federal Rules alk Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
URBAN FORESTRY
SITE ACCESSIBILITY
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GENERALNOTES
PROPOSED CURB ELEVATION:
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING
PAVEMENT, UNLESS OTHERWISE NOTED.
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER,
THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. WEEP HOLES ARE TO BE
CONSTRUCTED IN ALL DRAINAGE STRUCTURES. WEEP HOLES SHOULD BE ON 8 FOOT CENTER WITH A
MINIMUM OF 1 WEEP HOLE PER WALL. WEEP HOLES ARE TO BE COVERED ON THE OUTSIDE OF THE
STRUCTURE BY WASHED STONE AND FILTER FABRIC.
STATION, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND
JUNCTION BOXES, AND CATCH BASINS. UPON APPROVAL BY THE ENGINEER, CONTRACTOR MAY
SUBSTITUTE BRICK STRUCTURES WITH PRECAST STRUCTURES.
SUBSURFACE PLANS:
SUBSURFACE INVESTIGATIONS OF A LIMITED SCOPE ARE AVAILABLE FOR THIS PROJECT. A COPY
OF THE GEOTECHNICAL REPORT IS INCLUDED IN THE PROJECT MANUAL. ADDITIONALLY, THE
CONTRACTOR SHALL MAKE HIS/HER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. THE
CITY IS NOT RESPONSIBLE FOR SUBSTRUCTURE CONDITIONS ENCOUNTERED BETWEEN BORING
LOCATIONS. CONTRACTOR TO REFERENCE REPORT TITLED "REPORT OF SUBSURFACE EXPLORATION
AND GEOTECHNICAL EVALUATION" BY FROEHLING & ROBERTSON, INC., DATED JUNE 4, 2018 (F&R
PROJECT NO. 66W-0002).
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SHALL NOT REMOVE ANY TREES PAINTED AND/OR MARKED FOR REMOVAL
UNLESS DIRECTED BY THE PROJECT INSPECTOR.
THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES, SHRUBS AND
HEDGES AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY THE PROJECT INSPECTOR. TREES
AND SHRUBS THAT THE CONTRACTOR IS REQUIRED TO REMOVE ARE SHOWN ON THE PLANS. THE
CONTRACTOR SHALL SAVE ALL OTHER TREES, SHRUBS AND HEDGES OUTSIDE THE CONSTRUCTION
LIMITS.
THE CONTRACTOR SHALL SATISFACTORILY DISPOSE OF THE SHRUBS AND/OR TREES. WHEREVER
TREE ROOTS ARE IN THE WAY OF EQUIPMENT AND OR DIRECTED BY THE ENGINEER, ROOT BRIDGING
SHALL BE USED TO PREVENT DAMAGE TO TREE R OTS FROM EQUIPMENT.
TREE PROTECTION FENCE SHALL BE INSTALLED BEFORE ANY DEMOLITION OR CONSTRUCTION BEGINS
IN THE AREA AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND AS DIRECTED
BY THE CITY. MAINTAIN TREE PROTECTION FENCE THROUGHOUT CONSTRUCTION.
TREE PROTECTION FENCES SHALL BE INSPECTED AND APPROVED BY THE CITY,
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH
THE U.S. POSTAL SERVICE.
SAW CUTS:
THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO
REMOVAL UNLESS OTHERWISE DIRECTED BY THE PROJECT INSPECTOR. SAW CUT WIDTH SHALL BE 1
FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED
AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND
GUTTER.
EXISTING SANITARY SEWER AND WATER LINE:
FOR WATER AND SEWER LOCATES THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT AT 919-857-4540 OR 919-250-2737.
THE CONTRACTOR SHALL NOT OPERATE ANY WATER VALVES. THE CONTRACTOR SHALL
COORDINATE WITH THE PROJECT INSPECTOR FOR THE OPERATION OF ANY WATER VALVE.
THE PROJECT INSPECTOR FROM THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT SHALL BE
NOTIFIED BY THE CONTRACTOR 48 HOURS PRIOR TO THE BEGINNING OF WATER AND/OR SANITARY
SEWER WORK.
WHERE SANITARY SEWER AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE
CARE IN WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED,
THE CONTRACTOR SHALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE WITH PC 350 DUCTILE
IRON PIPE AT HIS EXPENSE IN ACCORDANCE WITH THE CITY OF RALEIGH UTIUTY STANDARDS AND
SPECIFICATIONS. THE CONTRACTOR SHALL REPLACE A MINIMUM OF 10 FEET OF SANITARY SEWER
LINE AND/OR WATER LINE 'NTH PC 350 DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN 18
INCHES OF SAID LINES VERTICALLY OR 10 FEET HORIZONTALLY.
ALL WATER VALVES, WATER BOXES, WATER METER BOXES, WATER VAULTS, SANITARY SEWER
MANHOLES, AND CLEANOUTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED
GRADE BY THE CONTRACTOR.
IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED AS
DIRECTED BY THE PROJECT INSPECTOR. NO METERS ARE TO BE INSTALLED IN DRIVEWAYS OR
SIDEWALKS UNLESS THERE IS NO ALTERNATIVE (SEE PAGE 46 IN THE PUBLIC UTILITIES HANDBOOK).
METERS ARE TO BE RELOCATED BEHIND SIDEWALKS IF A SIDEWALK IS PRESENT.
WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING CONSTRUCTION AT ALL TIMES. IF THIS
IS NOT POSSIBLE, THEN CONTRACTOR SHALL FOLLOW CITY OF RALEIGH POLICIES, PROCEDURES,
STANDARDS AND SPECIFICATION MANUAL
SEWER LATERALS ARE TO BE RECONNECTED PER CITY OF RALEIGH SPECIFICATIONS.
at wnabudion to be In aarortla,an with all City of
Raleigh anNor NODOT standards and spedfimtions.
ATTENTION CONTRACTORS
The Con o feusCeonats Po�rmren NeseropW^selseresponsibI. for'
Moontachng the Public Works Department at 1918 9962489, antl
e Public Utilities Department at (819) 9964 at least
twenty bur hours prior to beginning any of their construction.
Failure to notify both City Dep "t, j=, -of beginning
rein�anai on of -L -ter or- fadlntes hot nspected ae a rewtl
of this wtifiwtion Failure.
Failure to tail ror Ins , befall a Downstream PI have
Pemnttietl Plans on lne Jobsite, o an, other Violation of CRy of
hdlmilNUSewa�Icr n thefiCity of n . Fbe antl Possible Eacluslon from
GENERALNOTES
STOCKPILING NOTE:
NO ON-SITE STOCKPILING IS TO BE ALLOWED FOR THIS PROJECT.
DATUM:
HORIZONTAL DATUM - NAD 83
VERTICAL DATUM - NAVD 88
GENERAL UTILITIES NOTES:
CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CURRENT CITY OF RALEIGH UTILITIES STANDARDS AND SPECIFICATIONS, UNLESS
OTHERWISE NOTED.
ALL CONTRACTORS WORKING ON CITY OF RALEIGH PROJECTS ARE REQUIRED TO OWN A
COPY OF THE DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL
TIMES.
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTES AND
ENSURING UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
CALL NC ONE -CALL (PREVIOUSLY ULOCO) AT 811 OR 1-800-632-4949 FOR UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR
SHALL VERIFY LOCATION, DEPTH, AND SIZE OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND ACQUISITION OF CONSTRUCTION MATERIALS RELATED TO PUBLIC
UTILITY IMPROVEMENTS.
IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12
INCHES IN ANY DIRECTION VERTICALLY OR HORIZONTALLY FROM GAS MAINS, THE
CONTRACTOR SHALL CALL SNC GAS COMPANY AT 877-776-2427 AND INFORM THEM.
EXISTING SANITARY SEWER LATERAL & WATER SERVICE LOCATIONS, IF SHOWN, ARE
APPROXIMATE AND ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOT ALL
WATER AND SEWER LATERALS ARE SHOWN. CONTRACTOR TO RELOCATE WATER AND
SEWER LATERAL SERVICES AS NEEDED.
UTILITY COORDINATION:
CONTRACTOR SHALL CONTACT NC ONE -CALL AT 811 OR 1-800-632-4949 FOR UTILITY
LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF
RALEIGH UTILITY COORDINATOR, MICHAEL ATKINSON (919-996-4017) OF IMPENDING
WORK. PERMIT APPLICATIONS SHALL BE SUBMITTED TO THE PUBLIC UTILITIES
DEPARTMENT (PUD) WHEN THE PLANS ARE SUBMITTED TO THE PUD.
THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR THE USE OF
THE CONTRACTOR IN PROVIDING PROTECTIONS FOR THE UTILITIES DURING CONSTR TI
UC ON
OPERATION. THE CITY DESIGN CONSULTANT, L AND/OR AGENT SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OR LOCATION, SIZE, DEPTH OR COMPLETENESS OF
THE INFORMATION. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF CONSTRUCTION RELATIVE TO
THEIR UTILITY LOCATONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM
DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AND/OR RELATED WORK OF THE
CONTRACTOR OR HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR
ANY INCONVENIENCE OR DELAY CAUSED BY THE OPERATIONS OF OTHERS PERFORMING
THE ABOVE WORK. NECESSARY ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES,
EXCEPT FOR CONTRACT ITEMS, WILL BE PERFORMED BY THE UTILITY SERVICE PROVIDER.
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE
SATISFACTORY PROGRESS OF THE PROJECT.
PSNC NATURAL GAS REPRESENTATIVE MUST BE CONTACTED PRIOR TO AND DURING ANY
CONSTRUCTION WITHIN THE AREA OF EXISTING GAS MAINS AT 877-776-2427.
THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OR RELOCATION OF GAS MAINS
WITH PSNC. PSNC MUST BE NOTIFIED TWO WEEKS IN ADVANCE OF CONSTRUCTION.
ALL ADJUSTMENTS AND RELOCATIONS WILL BE PERFORMED BY PSNC.
AN AT&T REPRESENTATIVE MUST BE CONTACTED PRIOR TO AND DURING ANY
CONSTRUCTION WITHIN THE AREA OF EXISTING AT&T CABLES.
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. CONTRACTOR
TO USE EXTREME CAUTION WHEN WORKING IN AREAS NEAR POWER LINES. THE
CONTRACTOR SHALL COORDINATE WORKING IN THE AREA OF THE POWER LINES WITH
DUKE ENERGY PROGRESS.
UNDERGROUND UTILITIES:
THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY STEWART ENGINEERING,
INC. AND SHOWN ON THE EXISTING SURVEY SEALED BY DUSTIN MCCARTY ON
SEPTEMBER 6, 2017. THE ACCURACY OF FIELD MARKED UNDERGROUND UTILITIES IS +/-
30 INCHES HORIZONTALLY, UNLESS OTHERWISE INDICATED. THE DEPTH OF THESE
UTILITIES IS UNKNOWN, UNLESS OTHERWISE INDICATED, THE UNDERGROUND UTILITY
MARKINGS WERE LOCATED USING METHOD OF MEASUREMENT (IE., GPS, THEODOLITE AND
ELECTRONIC DISTANCE METER, TRANSIT AND TAPE, ETC.) USING THE DATUM HORIZONTAL
NAD 83, VERTICAL NAVD 88 HAVING AN ACCURACY OF +-0.5 FT. PLEASE NOTE THAT
N.C. LAW REQUIRES THAT THE NC ONE CALL CENTER BE NOTIFIED PRIOR TO
PERFORMING ANY EXCAVATION. CALL 811 OR 1-800-632-4949 OR VISIT
WWW.N000C.ORG.
GENERAL NOTES
EROSION CONTROL:
SEE SHEET EC1 THROUGH EC7 FOR EROSION CONTROL NOTES, PLANS, AND DETAILS.
TOTAL DISTURBED AREA: t 1.22 AC.
MINIMUMEROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT
AREAS.
STORM DRAINAGE PIPE & GRADING
PROJECT TOPOGRAPHY AND EXISTING CONDITIONS GROUND - CONTROLLED SURVEY
PROVIDED BY STEWART ENGINEERING. ADDITIONAL POTABLE WATER LINE UTILITIES
HORIZONTAL AND VERTICAL LOCATIONS, NOTED ON PLANS, PROVIDED BY STEWART
ENGINEERING.
PROPOSED PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER,
SLOPES SHALL NOT BE DECREASED FROM THOSE SHOWN ON PLAN WITHOUT PRIOR
APPROVAL FROM THE ENGINEER.
ALL STORM DRAINAGE PIPE TO BE CLASS 3 REINFORCED CONCRETE UNLESS OTHERWISE
NOTED. PIPE LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS
OF GRADING WITHOUT PRIOR APPROVAL FROM THE PROJECT ENGINEER.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF RALEIGH ANY
DISCREPANCIES FOUND BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS
AND SHALL WAIT FOR INSTRUCTION FROM THE CITY INSPECTOR PRIOR TO PROCEEDING.
ALL PROPOSED GRADES ARE FINISH GRADES.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD) AND THE TRAFFIC CONTROL
PLAN SHEETS TCI-TC4.
THE CONTRACTOR SHALL CONTACT TERRY PHINIZY (919-996-4035) FOR COORDINATION
OF ROAD CLOSURES. THE CONTRACTOR SHALL PROVIDE NOTICE OF ROAD CLOSURE TO
RESIDENTS AND BUSINESSES WITHIN THE PROJECT VICINITY 30 DAYS PRIOR TO THE
CLOSURE.
THE CONTRACTOR SHALL CONTACT STAN HARDWARD 919-996-5751) FOR
COORDINATION FOR POSTING NECESSARY SIGNS FOR TREET PARKING RESTRICTIONS
WITHIN THE CONSTRUCTION AREA OR POTENTIAL DETOUR ROUTES. THE CONTRACTOR
SHALL GIVE THE RESIDENTS WITHIN THE CONSTRUCTION AREA OR ALONG THE DETOUR
ROUTE AT LEAST 24 HOUR NOTICE BEFORE RESTRICTING PARKING.
DETOUR PLANS SHOWN ON TRAFFIC CONTROL SHEETS MAY BE AMENDED DURING
CONSTRUCTION TO ACCOUNT FOR UNFORESEEN CIRCUMSTANCES.
STANDARD UTILITIES NOTES:
1. ALL MATERIALS & CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH
CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE:
CORPUD HANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
• A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER
& ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF
ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
• WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL
SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION
ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE
ELEVATION OF THE WATER MAIN AT LEAST 1811ABOVE THE TOP OF THE
SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL
DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER
• WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME
A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST
BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
• 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL
SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
SPECIFIED FOR SANITARY SEWER
• MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP
STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT
ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE
ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS
& A CONCRETE CRADLE HAVING 6"MIN. CLEARANCE (PER CORPUD
DETAILS W-41 & S-49)
• ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER
FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO
EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT.
ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR
ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS.
4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
6. INSTALL 3/4" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR
WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT.
GENERAL NOTES
7. INSTALL 4" PVC SEWER SERVICES ® 1.0% MINIMUM GRADE WITH
CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED
EVERY 75 LINEAR FEET MAXIMUM
8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER
SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE
REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM
MANHOLE
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT
MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR
ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS
(RESPECTIVELY PRIOR TO CONSTRUCTION.
10. NCDOT ENCRO CHMENT AGREEMENTS ARE REQUIRED FOR ANY
UTILITY WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE
TAPS) WITHIN STATE ROW PRIOR TO CONSTRUCTION
11. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE
REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED
AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC
WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE
THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
STANDARDS. THE DEVICES SHALL BE INSTALLED AND TESTED
(BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM,
WHICHEVER IS MORE STRINGENT.
15.
Know what's below.
Call before you dig.
CITY OF RALEIGII-PLANS AUTHORIZED FOR CONSTRUCTION
Pkns fm theC poeed use have We, reviewed o, e I
Wnpliance w11h appligble wiles. This limitetl revie�, and
tor�fip^ or m^dNdt Ia not to De idered to rep ae [
oklwmplia th ell kite, requiremenh for tlevekpm nt and
w aerudion: n;.
g���vv q owner, tlesipp ns Bents d contmdors
irsiN brmmplia wdh a0 appliaDle Cily, State
and Fetleral Daws, Thl specific author'¢ation below is not a ohnft
Stshall it be wnahued to penny any vloktion of city, State or
to and F All Construction must DDpp acwrdance with all Local.
State and fetle.1 Rules and Reguktbns.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PDA4NING20NING
SITE
�vw
DICKSON
community Inburtntr.4ure consultants
720 CORPORATE CENTER DRIVE
RALEIGH. NC 27607
(t)919-782-0495
l0919-782-9872
WW W.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFIESSIONALSEAL
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OPROJ. MGR,: S. SIGMON
I DESIGN BY: S. SIGMON
Z
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
Z
'^ DRAWING NUMBER:
vJ
W 20F8
J WKD PROJ. NO.:
Q
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E:
CONTROL BENCH MARKS - RAMBLEWOOD DRIVE
POINT#
NORTHING
EASTING
I ELEV.
DESCRIPTION
1
758970.19
21054BZ31
331.63
TRAV-3-PK
2
758977.58
2105325.53
348.30
GPS -2 -PK
3
758591.64
2105328.56
322,53
GPS10D-PK
4
758563.07
2105584.40
309.10
GPS101-PK
GENERAL UTILITIES NOTES:
CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CURRENT CITY OF RALEIGH UTILITIES STANDARDS AND SPECIFICATIONS, UNLESS
OTHERWISE NOTED.
ALL CONTRACTORS WORKING ON CITY OF RALEIGH PROJECTS ARE REQUIRED TO OWN A
COPY OF THE DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL
TIMES.
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTES AND
ENSURING UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
CALL NC ONE -CALL (PREVIOUSLY ULOCO) AT 811 OR 1-800-632-4949 FOR UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR
SHALL VERIFY LOCATION, DEPTH, AND SIZE OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND ACQUISITION OF CONSTRUCTION MATERIALS RELATED TO PUBLIC
UTILITY IMPROVEMENTS.
IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12
INCHES IN ANY DIRECTION VERTICALLY OR HORIZONTALLY FROM GAS MAINS, THE
CONTRACTOR SHALL CALL SNC GAS COMPANY AT 877-776-2427 AND INFORM THEM.
EXISTING SANITARY SEWER LATERAL & WATER SERVICE LOCATIONS, IF SHOWN, ARE
APPROXIMATE AND ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOT ALL
WATER AND SEWER LATERALS ARE SHOWN. CONTRACTOR TO RELOCATE WATER AND
SEWER LATERAL SERVICES AS NEEDED.
UTILITY COORDINATION:
CONTRACTOR SHALL CONTACT NC ONE -CALL AT 811 OR 1-800-632-4949 FOR UTILITY
LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF
RALEIGH UTILITY COORDINATOR, MICHAEL ATKINSON (919-996-4017) OF IMPENDING
WORK. PERMIT APPLICATIONS SHALL BE SUBMITTED TO THE PUBLIC UTILITIES
DEPARTMENT (PUD) WHEN THE PLANS ARE SUBMITTED TO THE PUD.
THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR THE USE OF
THE CONTRACTOR IN PROVIDING PROTECTIONS FOR THE UTILITIES DURING CONSTR TI
UC ON
OPERATION. THE CITY DESIGN CONSULTANT, L AND/OR AGENT SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OR LOCATION, SIZE, DEPTH OR COMPLETENESS OF
THE INFORMATION. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF CONSTRUCTION RELATIVE TO
THEIR UTILITY LOCATONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM
DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AND/OR RELATED WORK OF THE
CONTRACTOR OR HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR
ANY INCONVENIENCE OR DELAY CAUSED BY THE OPERATIONS OF OTHERS PERFORMING
THE ABOVE WORK. NECESSARY ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES,
EXCEPT FOR CONTRACT ITEMS, WILL BE PERFORMED BY THE UTILITY SERVICE PROVIDER.
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE
SATISFACTORY PROGRESS OF THE PROJECT.
PSNC NATURAL GAS REPRESENTATIVE MUST BE CONTACTED PRIOR TO AND DURING ANY
CONSTRUCTION WITHIN THE AREA OF EXISTING GAS MAINS AT 877-776-2427.
THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OR RELOCATION OF GAS MAINS
WITH PSNC. PSNC MUST BE NOTIFIED TWO WEEKS IN ADVANCE OF CONSTRUCTION.
ALL ADJUSTMENTS AND RELOCATIONS WILL BE PERFORMED BY PSNC.
AN AT&T REPRESENTATIVE MUST BE CONTACTED PRIOR TO AND DURING ANY
CONSTRUCTION WITHIN THE AREA OF EXISTING AT&T CABLES.
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. CONTRACTOR
TO USE EXTREME CAUTION WHEN WORKING IN AREAS NEAR POWER LINES. THE
CONTRACTOR SHALL COORDINATE WORKING IN THE AREA OF THE POWER LINES WITH
DUKE ENERGY PROGRESS.
UNDERGROUND UTILITIES:
THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY STEWART ENGINEERING,
INC. AND SHOWN ON THE EXISTING SURVEY SEALED BY DUSTIN MCCARTY ON
SEPTEMBER 6, 2017. THE ACCURACY OF FIELD MARKED UNDERGROUND UTILITIES IS +/-
30 INCHES HORIZONTALLY, UNLESS OTHERWISE INDICATED. THE DEPTH OF THESE
UTILITIES IS UNKNOWN, UNLESS OTHERWISE INDICATED, THE UNDERGROUND UTILITY
MARKINGS WERE LOCATED USING METHOD OF MEASUREMENT (IE., GPS, THEODOLITE AND
ELECTRONIC DISTANCE METER, TRANSIT AND TAPE, ETC.) USING THE DATUM HORIZONTAL
NAD 83, VERTICAL NAVD 88 HAVING AN ACCURACY OF +-0.5 FT. PLEASE NOTE THAT
N.C. LAW REQUIRES THAT THE NC ONE CALL CENTER BE NOTIFIED PRIOR TO
PERFORMING ANY EXCAVATION. CALL 811 OR 1-800-632-4949 OR VISIT
WWW.N000C.ORG.
GENERAL NOTES
EROSION CONTROL:
SEE SHEET EC1 THROUGH EC7 FOR EROSION CONTROL NOTES, PLANS, AND DETAILS.
TOTAL DISTURBED AREA: t 1.22 AC.
MINIMUMEROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT
AREAS.
STORM DRAINAGE PIPE & GRADING
PROJECT TOPOGRAPHY AND EXISTING CONDITIONS GROUND - CONTROLLED SURVEY
PROVIDED BY STEWART ENGINEERING. ADDITIONAL POTABLE WATER LINE UTILITIES
HORIZONTAL AND VERTICAL LOCATIONS, NOTED ON PLANS, PROVIDED BY STEWART
ENGINEERING.
PROPOSED PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER,
SLOPES SHALL NOT BE DECREASED FROM THOSE SHOWN ON PLAN WITHOUT PRIOR
APPROVAL FROM THE ENGINEER.
ALL STORM DRAINAGE PIPE TO BE CLASS 3 REINFORCED CONCRETE UNLESS OTHERWISE
NOTED. PIPE LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS
OF GRADING WITHOUT PRIOR APPROVAL FROM THE PROJECT ENGINEER.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF RALEIGH ANY
DISCREPANCIES FOUND BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS
AND SHALL WAIT FOR INSTRUCTION FROM THE CITY INSPECTOR PRIOR TO PROCEEDING.
ALL PROPOSED GRADES ARE FINISH GRADES.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD) AND THE TRAFFIC CONTROL
PLAN SHEETS TCI-TC4.
THE CONTRACTOR SHALL CONTACT TERRY PHINIZY (919-996-4035) FOR COORDINATION
OF ROAD CLOSURES. THE CONTRACTOR SHALL PROVIDE NOTICE OF ROAD CLOSURE TO
RESIDENTS AND BUSINESSES WITHIN THE PROJECT VICINITY 30 DAYS PRIOR TO THE
CLOSURE.
THE CONTRACTOR SHALL CONTACT STAN HARDWARD 919-996-5751) FOR
COORDINATION FOR POSTING NECESSARY SIGNS FOR TREET PARKING RESTRICTIONS
WITHIN THE CONSTRUCTION AREA OR POTENTIAL DETOUR ROUTES. THE CONTRACTOR
SHALL GIVE THE RESIDENTS WITHIN THE CONSTRUCTION AREA OR ALONG THE DETOUR
ROUTE AT LEAST 24 HOUR NOTICE BEFORE RESTRICTING PARKING.
DETOUR PLANS SHOWN ON TRAFFIC CONTROL SHEETS MAY BE AMENDED DURING
CONSTRUCTION TO ACCOUNT FOR UNFORESEEN CIRCUMSTANCES.
STANDARD UTILITIES NOTES:
1. ALL MATERIALS & CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH
CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE:
CORPUD HANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
• A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER
& ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF
ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
• WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL
SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION
ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE
ELEVATION OF THE WATER MAIN AT LEAST 1811ABOVE THE TOP OF THE
SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL
DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER
• WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME
A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST
BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
• 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL
SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
SPECIFIED FOR SANITARY SEWER
• MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP
STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT
ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE
ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS
& A CONCRETE CRADLE HAVING 6"MIN. CLEARANCE (PER CORPUD
DETAILS W-41 & S-49)
• ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER
FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO
EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT.
ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR
ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS.
4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
6. INSTALL 3/4" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR
WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT.
GENERAL NOTES
7. INSTALL 4" PVC SEWER SERVICES ® 1.0% MINIMUM GRADE WITH
CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED
EVERY 75 LINEAR FEET MAXIMUM
8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER
SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE
REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM
MANHOLE
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT
MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR
ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS
(RESPECTIVELY PRIOR TO CONSTRUCTION.
10. NCDOT ENCRO CHMENT AGREEMENTS ARE REQUIRED FOR ANY
UTILITY WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE
TAPS) WITHIN STATE ROW PRIOR TO CONSTRUCTION
11. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE
REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED
AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC
WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE
THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
STANDARDS. THE DEVICES SHALL BE INSTALLED AND TESTED
(BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM,
WHICHEVER IS MORE STRINGENT.
15.
Know what's below.
Call before you dig.
CITY OF RALEIGII-PLANS AUTHORIZED FOR CONSTRUCTION
Pkns fm theC poeed use have We, reviewed o, e I
Wnpliance w11h appligble wiles. This limitetl revie�, and
tor�fip^ or m^dNdt Ia not to De idered to rep ae [
oklwmplia th ell kite, requiremenh for tlevekpm nt and
w aerudion: n;.
g���vv q owner, tlesipp ns Bents d contmdors
irsiN brmmplia wdh a0 appliaDle Cily, State
and Fetleral Daws, Thl specific author'¢ation below is not a ohnft
Stshall it be wnahued to penny any vloktion of city, State or
to and F All Construction must DDpp acwrdance with all Local.
State and fetle.1 Rules and Reguktbns.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PDA4NING20NING
SITE
�vw
DICKSON
community Inburtntr.4ure consultants
720 CORPORATE CENTER DRIVE
RALEIGH. NC 27607
(t)919-782-0495
l0919-782-9872
WW W.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFIESSIONALSEAL
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OPROJ. MGR,: S. SIGMON
I DESIGN BY: S. SIGMON
Z
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
Z
'^ DRAWING NUMBER:
vJ
W 20F8
J WKD PROJ. NO.:
Q
Z 20160227.00.RA
E:

ABBREVIATIONS
I
ARAND
NUMBER
ABANDONED
NC
AIR CONUTIONER
ACI
AMERICAN CONCRETE INSTITUTE
A.D.
ALGEBRAIC DIFFERENCE
ASPH
ASPHALT
ASTM
AMERICAN SOCIETY FOR TESTING AND
MATERIALS
APPROX
APPROXIMATELY
AVE
AVENUE
BIC
BACK OF CURB
BIT
BITUMINOUS
BM
BENCH MARK
BOC
BOTTOM OF CHANNEL
—BOTT
BOTTOM
ERG
BEARING
CB
CATCH BASIN
CEG
CURBANOGUTTER
CCFRPM
CENTRIFUGALLY CAST
FISERGLASS-REINFORCED POLYMER MORTAR
CL
CLEARANCE
CLF
CHAINUNKFENCE
.L
CENTER UNE
CMP
CORRUGATED METALPIPE
CMPA
CORRUGATED METAL PIPE ARCH
CONC
CONCRETE
CONST
CONSTRUCTION
COR
CITY OF RALEIGH
CTS
CENTERS
CW
CABLE N UTILITY UNE
DCB
DOUBLE CATCH BASIN
DB
DEED BOOK
DI
DROP INLET
DA
DIAMETER
ON
DRIVEWAY
DIM
DIMENSION
DIP
DUCTILE IRON PIPE
E
EASTIEASTING
EA
EACH
EC
EROSION CONTROL
EIP
EXISTING IRON PIPE
ELEV
ELEVATION
EDP
EDGE OF PAVEMENT
ESMT
EASEMENT
ETCB
ELONGATEDTHROATC.4TCHBASIN
ERCP
ELLIPTICAL REINFORCED CONCRETE PIPE
EXIST
FIC
EXISTING
FACE OF CURB
FES
FLARED END SECTION
FH
FIRE HYDRANT
FIL
—UNE
FOC
FIBEROPTICCABLE
FT
FEET
FTG
FOOTING
GA
GALVAIMZED
GI
GALVAMZEDIRON
GM
GAS METER
GPM
GALLONS PER MINUTE
GV
GAS VALVE
HDPE
HIGH DENSITY POLYETHYLENE
HORIZ
HORIZONTAL
INT
INTERSECTION
INV
INVERT
IP
IRON PIN SET
IPF
IRON PIN FOUND
JB
JUNCTION BOX
JT
JOINT
L
LENGTH
UA
LANDSCAPE AREA
IF
UNEAR FOOTAGE
.0
OMITS OF DISTURBANCE
LT
LEFT
LBABS
POUN POUNDS
LP
UGHT POLE
U4
ANE
LS
LANDSCAPING
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICALJOINT
MILLIMETER
Al oondmction to be in aa'nManca wiN all City of
Raleigh arMror NCDOT stantlartls and spedfimtbns.
ATTENTION CONTRACTORS
The Const en ContractoGGr
rr reagin ill, for t.h se ttrespo 11b,1711:1
santaitin Ne PuNlc WorksoDeparbneM el (918 896-2909, antl
Iwaenabf$ r hlours Dbp; nt at (8191996 atleuetion.
ty pr ginning any oltheir
Failure to notify (moth Ci[y Departrnents in advan. of beginnirg
wnstmction, wIN resole in Ue Issue f monetary, fines, antl require
r Saltation of a ter or sewer facilities not inspedad as a resuX
of thi nntimenFailure.
Failure to call for inspe tion. Install a Downstream Ph"have
P. Mad Plans on ce JabsiIs, a any other Violation of City of
Rap
h Standards mil msUo in a Fine antl Possible Exclusion from
homg ore Ymrk in the City fRaleigh.
MONO
MONOLITHIC
mph
MILES PER HOUR
MTL
METAL
N
NORTWNORTHING
NA
NOTAPPICABLE
MD.
NORTH AMERICAN DATUM 1863
NAVDSB
NO RTHAMERICANVERTICALOATUMISSe
NTS
NOTTOSCAL.E
CIH
OVERHEAD
OHYV
OVER HEAD ELECTRIC
OC
ON CENTER
OD
—IDE DIAMETER
PAVT
PAVEMENT
PC
PRESSURE CUSS
PERM
PERMANENT
PG
PAGE
PI
POINTOFINTERSECTION
PK
PKNAILSET
PP
POWER POLE
PROP
PROPOSED
POE
PERMANENTDRNNAGE EASEMENT
PSI
POUNDS PER SQUARE INCH
PT
POINT OF TANGENCY
PVC
POLYVINYLCHLORIDE
PVI
POINTDEVERTICALINTERSECTION
PUE
PERMANENTURUTYEASEMENT
RADIUS
RCBC
REINFORCED CONCRETE BOX CULVERT
RCP
REINFORCEDCONCRETEFIPE
RD
ROAD
RELOC
RELOCATE
REDS
REQUIRES
RT
RIGHT
RNV I ROW
STREET RIGHT OF WAY
S
SOUTH
SAN
SAR
SANTARY
SIDEWALK ACCESS RAMP
SO
SDE
STORM DRAIN
STORM DRAINAGE EASEMENT
SDMH
SF
STORM DRAINAGE MANHOLE
SQUARE FOOT
SQ
SQAURE
SPA
SPACING
5lfi FENCE
SPUTRNLFENCE
S6
SANITARY SEWER
SSMH
SANITARY SEWER MANHOLE
ST
STREET
STA
STATION
STD
STANDARD
STR
STRUCTURE
SW
SIDEWALK
SY
SQUARE YARD
TAN
TANGENT
TC
TRAFFIC CONTROL
TCE
TEMPORARY CONSTRUCTION EASEMENT
TCP
TERPACOTTA RPE
TEMP
TEMPORARY
TDC
TOPOFCURB
TP
TRAVERSE PRINT
TAV
TESTWIRE
TYP
TYPICAL
WG
UNDERGROUND
UN(
UNKNOWN
VC
VERTICALCURVE
VERT
VERTICAL
VCP
VITRIFIED CLAY PIPE
W
WEST
WJ
WITH
WE
WOODEN FENCE
WIF
WIRE FENCE
WM
WATER METER
W VAULT
WATER VAULT
VW
WATERVALVE
Yl
YARDINLET
SDP
SIXTY PENNY NAIL SET
FOOT
INCH
NF
NOW OR FORMERLY
TREE LEGEND
AR RED MAPLE
Imo RIVER BIRCH
OF DOGWOOD
to AMERICAN HOLLY
ry EASTERN RED CEDAR
U CREPE MYRTLE
LS SWEETGUM
I TULIP POPLAR
MG SOUTHERN MAGNOLIA
Po EASTERN SYCAMORE
PT LOBLOLLY PINE
Pv CHERRY
CA WHITE OAK
OR
RED OAK
ORN ORNAMENTAL TREE
tOQR =1 U' REO OAK
PROPOSED LEGEND
XTREE REMOVAL
• TREE PROTECTION
aO
PROPOSED STORM MANHOLE
Yl PRoposEo YARD INLET
PROPOSED STORM PIPE
PROPOSED CATCH BASIN
PROPOSED DOUBLE CATCH BASW
SSE SANNARY SEWER EASEMEM
TCE TEMPORARY CONSTRUCTION EASEMENT
— EAST MAJOR CONTOURS
— EXIST MIN00. CONTOURS
PROPOSED MAKIR CONTOURS
PROPOSED MIN00. CONTOURS
SC PROPOSED SAW CUT
— — IXISTING PROPERTY LINE
LOD LIMBS Of DISNRflANCE
REMOVE AND REPLACE EXISTING CONCRETE
REMOVE AND REPLACE EXISTING ASPHALT
lRIIfTY REMOVAL
PUE PERMANEM UTILITY EASEMENT
PDE PERMANENT DRAINAGE EASEMENT
PROPOSED RIP MP
PROPOSED RETAINING WALL
— — — — — — — PROPOSED SPOT STONE WALL
FLOW DIRECRON ARROW
PROPOSED HEADWALL
PROPOSED SANITARY SEWER MANHOLE
O
$$ PROPOSED SAMTARY SEWER PIPE
OS SANITARY SEWER MANHOLE (DONE BY OTHERS)
— 55— 53— SS— SANITARY SEWER PIPE (DONE BY OTHERS)
—7 —1 —> —> —>
�
Q
O
—
W
Q
N
—
GRASS LINED DIVERSION DITCH
Q
Z
LEGEND
EXISTING LEGEND
Q SURVEY CONTROL POINT
0 SURVEY BENCHMARK
Q EIP EXISTING IRON PIPE
O FIR EXISTING IRON ROD
p ECM EXISTING CONCRETE MONUMENT
COMPUTED POINT
STORM DRAIN MANHOLE
® STORM DRAIN INLET
® STORM DRAIN INLET
STORM DRAIN CURB INLET
CS% SANITARY SEWER MANHOLE
®
SANITARY SEWER CLEANOUT
O HYDRANT
WATER VALVE
WM
O WATER METER
GV
m IRRIGATION CONTROL VALVE
.SPH SPRINKLER HEAD
GV
GAS VALVE
GM GAS METER
CI
�` TELEPHONE MANHOLE
TPED TELEPHONE PEDESTAL
CI
FOWP FIBER OPTIC WITNESS POST
® FIBER OPTIC BOX
pM ELECTRIC METER
U ELECTRIC TRANSFORMER
ELECTRIC BOX
p UTILITY POLE
GUY WIRE
G LIGH POLE
• BOL ARD
SIGN
MB
O
MAILBOX
FF =T.18 FINISHED FLOOR ELEVATION
DECIDUOUS TREE
EVERGREEN TREE
O
LANDSCAPED AREA
—X— WIRE FENCE
—0— CHAIN LINK FENCE
—G— WOOD FENCE
TREELINE
—T— UNDERGROUND TELEPHONE LINE
—FO— UNDERGROUND FIBER OPTIC LINE
—GAS— UNDERGROUND NEL LINE
—G— UNDERGROUND GAB UNE
—E— UNDERGROUND ELECTRIC LINE
—W— UNDERGROUND WATER UNE
—S$— SANITARY SEWER LINE
- STORM GRAIN UNE
—OHW— OVERHEAD WIRES
—U— UNIDENTIFIED UNE
—� UNKNOWN DESTINATION
CONCRETE SURFACE
7-7-7- EXISTSTRUCTURE
EXAMPLE:
�
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GRASS LINED DIVERSION DITCH
15 -
Know
what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CIN OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans (arthe prepoead use have been reviewed for general
w pa n e w6h appl'IraNe modes. This lim6etl review, an aesen
toihor¢aM1gn kr comstrudion b not to be conaitlered to re I
bl compile with all legal regMrenreM.n tlevebpmentaM
wnstruglon. The po operty ownieL deslp n 6x�ts antl mntradors
a h re nside far mm wRh all a bk c'Iry state
antl Federal laws The specific .Nhoriiatlon be' low is not a permit,
Fo shall a be Wawed ro Derma amy Yiobtiom or city, stMe or
ederal law. NI Construd'on mu. Ix in eccoNance wfih all Lowl,
Sble and,.dee Ralesantl Regulations.
TRANSPORTATION FIELD SERVICES
PUBUC UTILITIES
PLANNING20NING
URBAN
SITE AC
WD &SON
infrestrudure mnsLd a its
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(Q919-782-0495
(A919�782-9672
WW W.WKDICKSON.COM
NC LICENSE 1405-0374
PROFESSIONALSEAL
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DESIGN BY: S. SIGMON
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PROJ. DATE: MAR 2016
DRAWING NUMBER:
3OF8
WKD PROJ. NO.:
20160227.00. RA
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MATCHLINE
SEE SHEET 6 ,,
EXIST. 18' ReiNQT®RERP1d&i (TO BE REMOVED)
(To BEREMOVED)
322-- .. .. .. _.. (,IST C,O RENLAIN)—__..___. IN Nit (NE)33f0.]3
TOC: 313.38 INV OUT (SW) 31D.70 4
INV IN (NE): 307.77 - - Vii
320 INV our (awl: 307.fi8 _ _B o 0
H
a
318 Ca
o ,� N r^o W -y ILI rn ,r z
Ow¢a
316 N _ _.
mNvv N m ar9' �rvZ� OK_Q C) > _ arwif r~if �KZz
0 V ... N .- oo G) F- Oa Q > RL)0OF_ z
U f. W Z i- o EXIST. C B a W_ rn Z O ¢ O l- — z z _
o._ _O. a�rn�--
314 a m Z_ _Z Z J ... c.) .. EX' ITCBE REMOVED) ... O _ — _ _ i \ —
KOFa O>»O y.r- o TOG: 309.43 OOZZ
a U m F z z z Z m O V. INV OUT ( V1): 3 DEA , '0 U fO f__ —
___-- _--
IST, CSr wF
312 (TO BE REMOVED) D. N o Z p _ — � � CUT 8 PLUG � � / /EXIST 4 PVC GAS
TOC: 309.44 ¢ O O > _ _ — EXIST. 18" RCP - r (SEE NOTE 14)
310 INV IN N): 29729 aUm F? -- — (NCDOT840.]1) 111
INV IN (VV)' 30534
INV IN (E). W5.3 . -
308
INV OUT (s):27zs I.
/ EXIST. 18" ReWOTOGEdt M%pa (TO BE REMOVED)
306
304 _. _..
/- __-- PROP. 100 LF OF 42" RCP @ 0.70%
302 / SA szccP -
- it 300-
298-
00 298 - / - __. PRC
G'
PROP. 13 LF OF 42"RCP @3.89%
296
All wnsbucfion to ba In aanrdansewith all city a/
Raleigh antllor NCDOT a1dntlartls antl sP.,catbns.
ATTENTION CONTRACTORS
Th. Conahuotion ContraWo�rrorespgnside for the extension of water,
nkdrrg the PuGic Woiks Detlpandmenl a (9790996-2609 aMkr
hyena Mu hours Drpao be nt al 1919) 999 nst.dion.
ty pr ginning any of their
Froagure to notify both City Depallments in advance of beginning
siruction, wv9 result in the Tessio t monetary fines, antl require
of rs lll"'nn0fiPD anrailureer or sewer (i not Inspected as a result
Fallure to call for Ins�ection. Install a Downstream Plu have
Renn"'I Pkns on ® Jobsite, o ny other Violation o�`City of
Rakish Standards well resuo in ea
Fine antl Possible Exclusion hom
from future work in the City f Raleigh.
iT G PVC GAS �U 2:05'
(SEE NOTE 14)
.oncrete Pipe (TO BE REMOVED)
(SEE NOTE t'
43 LF OF 42" RCP @ 1.17% . _ PROP. 33 LF O
EXIST. e" VCP SEWER
(18 FT SPLICE, MAINTAIN EXIST. SLOPE) ER-
RAMBLEWOOD DRIVE SYSTEM 1 PROFILE
H: 1"=20'
V: 1"=4'
322
320
318
316
314
312
310
308
... 306
304
318-
18316314312
FFF--- _
316-
=— -
314-
300
SEE NOTE 5
�L
312-
316
"
N N
N �1
^orn<
%mak- -
a
310
310-
L) w
EXIST. GAS LINE
_
(SEE NOTE 14)
oo
OF i�wU
308
EXIST 8" DIP
SEWER --..
EXIST. CS
312
ZZD
(TOBEREMOVED)
306
�
TOC: 303.`1
- _
-
INV IN IN): 297.29
INV IN(W): 305.34
,,
302
300
298
296
NOTES:
1. CONTRACTOR TO BRACE AND SUPPORT EXISTING WATER DURING
CONSTRUCTION OF 42" RCP BETWEEN STRUCTURES B AND 4.
2. POWER POLE AT STRUCTURE 4 SHALL BE RELOCATED BY DUKE
PROGRESS ENERGY PRIOR TO CONSTRUCTION, ALONG WITH THE TWO
SERVICES TO 4000 CARDIGAN PLACE AND 312 RAMBLEWOOD DRIVE.
CONTRACTOR TO PROTECT POWER POLES AT STRUCTURES A AND B.
3. TEMPORARY DRIVEWAY ACCESS SHALL BE CONSTRUCTED OF 6" THICK
AGGREGATE BASE COURSE (ABC) STONE ON TOP OF FILTER FABRIC.
CONTRACTOR TO REMOVE ALL STONE UPON COMPLETION AND COVER
AREA WITH V THICK MULCH.
4. RESIDENTIAL ASPHALT DRIVEWAYS: 2 -INCH MINIMUM COMPACTED
THICKNESS ASPHALT CONCRETE SURFACE COURSE, TYPE SF -9.5B, OVER
4 -INCH MINIMUM COMPACTED THICKNESS ABC STONE.
5. IT IS NOTED THAT THE EXISTING SEWER LINE DOES NOT MEET THE 18"
VERTICAL CLEARANCE REQUIREMENT FROM THE EXISTING STORM DRAIN
LINE.
6. SEE THE NORTH HILLS SEWER OUTFALL IMPROVEMENTS PLANS FOR ALL
PROPOSED SEWER WORKAND WORK RELATING TO SEWER
CONSTRUCTION.
7. CONTRACTOR TO REMOVE AND RESET 4" DECORATIVE STONE WALL
WITHIN LIMITS OF DISTURBANCE.
8. CONTRACTOR SHALL MAINTAIN INGRESSIEGRESS TO RESIDENCES.
9. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER
SERVICE TO EXISTING RESIDENCES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE
PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT.
10. PROPOSED 18 LF OF 8" DIP SEWER LINE SPLICE WITH COUPLINGS.
MAINTAIN EXISTING SLOPE. CONTRACTOR TO SUBMIT SEWER BYPASS
PUMPING PLAN. SEE GENERAL NOTES ON SHEET 2.
11. GAS LINE AND VALVE TO BE RELOCATED AROUND PROPOSED
STRUCTURE A.
12. GAS LINE TO BE RELOCATED AROUND PROPOSED STRUCTURE B.
13. CONTRACTOR TO REMOVE AND STACK TEMPORARY SIDEWALK
COORDINATE WITH MARK SLENTZ (919-996-6020) AT CITY OF RALEIGH FOR
PANEL PICKUP. INSTALL 123 BY OF NEW CONCRETE SIDEWALK
14. UTILITY INFORMATION FROM PROPOSED NORTH HILLS SEWER OUTFALL
IMPROVEMENTS PLANS. APPROXIMATE UNTIL VERIFIED.
1.39
FFF--- _
318
=— -
A
300
SEE NOTE 5
�L
298
316
"
N N
N �1
^orn<
%mak- -
314
ryw
_
N^in
oo
OF i�wU
m _...
O z /-
312
ZZD
CrOh- O>OXN�d
a U m F?
U W
�
z Z 2
- _
-
310
rSn
1I
308 EXIST
EXIST. WATER
LINE I
(TO REMAIN)
(SEE NOTE
14)
^OCs3 ^022
1.39
FFF--- _
EXIST 48'ReinWOREVIsli
=— -
302
300
SEE NOTE 5
�L
298
EX IST. 48" R.WOT@RE
)e Pipe (TO REMAIN)
0
296
RAMBLEWOOD DRIVE SYSTEM 2 PROFILE
H. 1"=20' CONCURRENTREVIEW APPROVAL
V 1tt_4t CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
0 f0 - !O
ia.
I inch — 2D ft
HORIZONTAL
Know what's below, n 14 e
Call before you dig.
1 inch = 4 ft
VERTICAL
Plare br Ue proposed use have been reviewed 6, general
m pliance wdhapplwa Ne miles.Thisli19 reviewand
Norizatign br conslruclion is not k be mnsitleretl (o his
total rompl0 wRh all kgal requirements for tlevebpment and
construaion: me oPertY owner, des n Itznisand conbacfors
res aid ror r omq� wiin an a uca, n city sate
and Fedel l — The specific it ag zi,l t, below it"t a pennif,
par
er�aa1111awbaMC duGrola sista in,ocdrdanPo Witht ail L-1,
Skte and Fetleral Ruks aM Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLA4NING20NING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
19 CKSON
connnnunity Inhasbuc W re comultenls
720 CORPORATE CENTER DRIVE
RALEIGH, NC27607
(2)919-782-0995
(1)919-782-0672
W W W.WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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PROD. MGR.: S. SIG 12N
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2018
DRAWING NUMBER:
4OF8_
WKD PROJ. NO.:
20160227.00. RA
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ATTENTION CONTRACTORS
The
e Corlstlugion Conlredor reaPonsiae for the ealension of water,
bcMlor reuse ap roved In mese pkns.1. responsible ror
ttin9 the Public Worcs DeparMlent al (919 9%-2109, and
he PUDIIc lMllies OepaMlent M 191911 096 t kelt
Ment' four hours prior fo beginning el,y fNelr manstrl ilon.
Failure b nobly both City Daparnrlents In ativana of beginning
LOi°s�tao tun or alfryeu'nier oh`aawee hcie es nmbalpeAaee se e&alt
of th notificationhlum.
Failure to all for Inspection, Intal a Downstream Pluw have
Rxkia�sStan% on mll resuft a Fi nd ie—Violbl. Ez lu Is�on hom
hom q um work in the City of Raleigh.
UAKUIGAN PL - - , y - �� 1 y ' / /�!
40'PUBUC RfW j tut / rye" qti 93' 32A 1 I
(B IA 1982 PG. 1086) \
322 . -- -' / • f \ 1 I I
SEE NOTE 3 it
' \ RN �', V / / / — 321
3 11
' f REMOVE -0,-.
OF WIRE FENCE / ` ( ' el /) II
-• J� 310— PROPOSED
, � 6 P6'c , / -T GRADE CONTROL
326 - t.� DROP STRUCTURE'
SEE DETAIL 1/D3 '
NIF
/✓e B.M. 1, PG
982 . 17088
F�--325— f SHIRLEY M. MYRICKt
— - - 324 -- --- PIN 1705588732
4004 CARDIGAN PL pp 7
323 / v,r - \ / TIE ROCK DROP 7 1
e�
STRUCTURE
HEADWQ ALL T o
I I
,nf-
,e
^ ,� PROP. 74 LF OF 42"RCP /
OQ
u!�-oE
1320 n IT
Yi SEE DETAIL 1/D2 FOR
330
SWALE LINER DETAIL
B" Reinfo—d
Concrete Pipe (TO BE REMOVED)
28
328-
1N4 -x15.4 -y`
CATHERINE M. WO OO ALL -
i
D.B. 9201, PG. 963 JEAN LEWIS
B.M. 1962, PG. 325 i - (( / /�, a.2 WILL BOOK 13-E-, PG. 3489 1
PIN 170558802 I
328
312 RAMBLEWOOD OR i! a !/ UNIT D.B. 9466, PG. 2603 1
"/
PROPOSEDc i B.M. 1982, PG. 325
PIN 170558964.5
FOUNDATION
o�
il
F _ .,1 , I ! 308 RAMBLEWOOD OR 1
PROTECTION
SEE NOTES 1 8 2
...
PROP. 76 LF OF 42"RCP
_
(TOTAL)
0
0
�
o
M
12
RIVE
ge
FSFIHFLT
REMOVE 89 LF (TOTAL) J•t,;J'F''"� DkyVE
l OF 5' WOODEN FENCE /
324
(CONTINUED FROM
SHEET 4)
'6 ow
N..
BOTTOM = 317.92'
332-
32330EXIST.
332
330-
330
EXIST.
B" Reinfo—d
Concrete Pipe (TO BE REMOVED)
28
328-
_ o _
I -
328
w
§
REMOVE EXISTING
326
326-
326
HEADWALL
...
H' w M
_
_.. _ ....
0
0
�
o
M
324
w d
ge
324
TOP WEIR =318.67'
'6 ow
N..
BOTTOM = 317.92'
Na
Wmr�Z�
- - --
-- SEE DETAIL I/D3
310 -
a� AZO
322
.- PROP. 74 LF OF
¢w F�
>
ann¢zz
3013-
06
EXISTING G
320
DE-.�
-
318
ATTENTION
332
330
7
PROPOSED GRADE
_ o _
I -
328
w
§
REMOVE EXISTING
326
m ry
=mla-v�H
HEADWALL
...
H' w M
_
_.. _ ....
v 0
O o '
GRADE CONTROL
324
w d
DROP STRUCTURE
azwv~ia�?
TOP WEIR =318.67'
PLUNGE POOL
BOTTOM = 317.92'
318
ATTENTION
316
314
...
_
_.. _ ....
5' LONG, V DEEP
PLUNGE POOL
312 -
- - --
-- SEE DETAIL I/D3
310 -
-
.- PROP. 74 LF OF
308
3013-
06
-- r-
T LONG, V DEEP
PLUNGE POOL
SEE DETAIL 1/D3
GRADE CONTROL
DROPSTRUCTURE
TOP WEIR = 317.83'
BOTTOM = 317.08'
SEE DETAIL 1/D3
312
CP @ 10.77YO 310
308
306
RAMBLEWOOD DRIVE SYSTEM 1 (EASTERN TRIBUTARY) PROFILE
H: 1"=20'
V: 1"=4'
NOTES:
1. INSTALL FOUNDATION PROTECTION PRIOR TO EXCAVATION AT 312
RAMBLEWOOD DRIVE. SEE PROJECT MANUAL FOR SPECIAL PROVISIONS.
2. CONTRACTOR TO PROTECT EXISTING AC UNITS DURING CONSTRUCTION.
3. CONTRACTOR TO PUT BACK EXISTING CLASS 1 RIP RAP (APPROXIMATELY
10 TONS) AFTER CONSTRUCTION OF GRADE CONTROL DROP STRUCTURE.
4. CONTRACTOR TO REMOVE FENCES AS SHOWN. PROPERTY OWNERS ARE
RESPONSIBLE FOR REPLACEMENT OF FENCES ON THEIR OWN PROPERTY
UPON PROJECT COMPLETION.
0 to 20 f0
1 inch 20 ft
HORIZONTAL
p 4 8
I inch = 4 ft
VERTICAL
0 e
a_
`'s
Know what's below.
0811 before you dig.
CONCURRENT REVIEW APPROVAL
CIN OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
Pe Afarthemspp'1g:be."des_ lannfl.die3_rervireweam
ner I
u W �ru�etidon br coimab tion is not to be conaidared to represenl
total udbre wnh an legal require nts for devekpment and
nonan TM�r Ity ,deeren mnwnanls and anhectore
a ch responaide for com wl�tl an,ppnotbfe City, Stale
andFe I4 I larva The apecigo eufiwneation Delon I, not a permit.
t°Me Illlal �Co iuWfo'onemuYaElr In akoitlafn�C•e WlhfotA Lowl,
Skte antl Federal Rules antl Regulalona. a
TRANSPORTATION FIELD SERVICES
PUBLIC UTlUTIES
URBAN
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720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
(1)919-762-0496
(991 &782-9872
W W W.WKDICKSON.CDM
NC LICENSE NO.F-0374
PROFESSIONAL SEAL
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PROJ.MGR.: IS.SIGMON
DESIGN BY: IS.SIGMON
DRAWN BY: M. SMALUNG
PROD. DATE: MAR 2018
DRAWING NUMBER:
5OF8
WKD PROJ. NO.:
20160227.00. RA

JAY J. JANDRAIN 8
LESLIE B. JNDRAIN \
WF D.B.15726, PG. 1767
PATRICIA ROSE a / 1 \ \ \� ^ `\ ""^^\\ \ B.M. 2000, PG 941 ka `'
DEMAREST 1705584981 y /
WILL BOOK 104:-. PG. 164 •. ){ \ \ \ �t ECORATIVE 312.ea \
(X • \SOS 1AS51TER SUMMR CT '
Oxo \ tiSTONE X \ \\ D.B. sate. PG. 0748 PROP. 6'WIDE RIP \ \ BLOCrcwAbb +s\�Jz1s\ \ \\ \ \ \ \ M' \
O wAtr \ \ /��`\ \ PIN 170ssesn3 RAP LINED CHANNEL, �- BL
\37 -- \ 400 RAMBLEBW DR \ \ - REMOVE 90 LF OF r,, v PROP. GRASS LINED
\ 0\ / "' REMOVE 168 LF OF _ \ SEE DETAILS NOTE 2 i;,y\�4`ss - 6' WOODEN FENCE
? 877 4' CHAIN LINK FENCE \ AND NOTE 7 �•T _ DIVERSION DITCH 1, SEE
DETAIL 2/D2 AND NOTE 7
6' PROP. WIDE RIP RAP \ \ \BURIED \ _ \ \ / >� A
SA:ji
\ \ \ ✓,�hij�'r I/
LINED CHANNEL, SEE \ \ \
DETAIL SW -20.12 AND
NOT`7J .s
\\ouTLINEI\
c TUB
I
I
DECK � S3•-w1p1-312 4� \ I\ ' RO,O I ,.. � "' _ -n -..- - — w.. \ = / , 323.50' % //d/ / a / !�/
—71
REMOVE 173 312.50' / ---2 00 -� ^'
9 4' CHAIN LINK FENCE Urg1r.5 \ `\ \ + I 11 I - PROP. 20 LF OF 18" RCP
//'' ,, NIF O " Y I PROP. 104 LF OF 48"
2�V BARNETTE, n a I \\\ \ \ \ \ \ ,p0'9a, - - _ _ / OF 4B WESTERN
T
sl- � 7
316 50
MEREDITH HART t>F( \\ \\ \\\ \\\ _ P 69\'F //� �' "I / /NE SYSTEM PROFILE
BARNETTE
41 D.B. 8896, PG. 992 \ \ \ 1 \ - _ r /
B.M. 7982. PG. 1088 r /� y '
rr^^ PIN 1705586740 suaDlNc \1 1 t \`l O // / 5" - - . - / / d F\ x 1. i
vJ 4001 CARDIGAN PL m i\ 9 /� \_� ! '3
v �
r
Q- /'' - I OVERHANG / NTLRL FC K �i"i
w - REMOVE 8 REPLACE 61 SY \ \ ! ( 1`
OF ASPHALT DRIVEWAY \ \ I f \ , - ! i e' --; - !� // i
RIM 33616'
WALKwA1` '\\\ ` \\ -ice• !� /i / / ' /IIT `1"� V Sar ary' `, _. \•$1' ^ aor ! !// IN(w�,1e �1
10 \ ' / y - // Sy, OUT=319.06'
PROP. GRASS LINED REMOVE 211 LF O`
DIVERSION DITCH 2, SEE F
DETAIL 2/D2 AND NOTE 7 ' /! / , \ V WOODEN FENCE -
PROP. GRASS LINED PROP. 17 LF OF 18" RCP
. REMOVE 74 LF OF 4' SHED TO BE S
REMOVED BY / DIVERSION DITCH 3, SEE
IN LINK FENCE ,oN OTHERS DETAIL 2ID2 AND NOTE 7
IM3 .99' `r \ \ INSTALL 74 LF OF TEMP. 6' f \ \\
319.50' W@3
UT= 324 \ V PET CONTAINMENT FENCE FOY."O
/ 32$\ &REMOVE WHEN ''\\ WF
y "- 323 - . — PROJECT IS COMPLETE i ' -�\ HOLLY D. WYBEL 8 BLOCK
T'• a, -
_ o D.B. 11968, PG. 830SYLVAYWALL
WILL
BOOK ORK HEI 21 GM
//' - / r •�� SS 316 WILL BOOK O-PG.3 2128 - j'„ O B.M. 2000.PG. 941
! --O.B. 4536 PG. 368 X PIN IT RSBUM5
\ REMOVE 8`REPLACE 21 SY B.M. 1982, PG 1088 F aDFcK _ ! a 601 LASSITER SUMMIT CT�
OFC ONCRETE APRON \ SEE NOTE 5 PIN 1705586892
r O S O �� 4005 CARDIGAN PL
/ r / F
AREA / \-
318-
316-
314-
312-
310-
308-
306-
304-
302-
300
18316314 312310308306304302300
298
RaklgAll mnslmctlon to be In aanrdana 1 all City of
h anNor NCDOT smntlerds arM sped6aliarn.
ATTENTION CONTRACTORS
Tha can a `rhrer",°at ;P�rrresdon �dea� Pia :et asPorisiNe mi'
se tact, the Public Works Deparhnent at (919 996-2469, antl
nubbo Filours Dep; n[ at (919( 996he5� nsleru�AMbn.
ty prior ginning any o
Fab a to notify both City Departments in a W ane of beginning
mnslruction, m6 reysutt in Ne Tswana of monetary fines, and require
reinstallation
e Nis noM1fin of n Failu ter or aevrer facilities not inspedetl es a r—ft
e.
Faflure to all for Insp�e tion, Instalaa Downstream Plu have
Rxki44h Standards coos esNt na'e Fi yand Possible Exdusityon from
hom MI work in the City ,Ra Raleigh.
z
0
>a Amo
mwml Z?�
Ow¢a0-
¢w�o¢»
TOP OF BERM ammF-0zz
ELEV = 312.50
EXISTING GRADE I\ / i 1 50 \ / / 69 LF OF 48" RC? @
11 326
m ^ / 324
o �oiN
322
� on z
lim�"z pz
_._.WO 0>>> / 320
aO rn �ZZZ
PROPOSED GRADE
%
PROP. 104 LF OF 48" RGP @ 8 19
316
—_= 314
/ E%IST-43"RCP 312
310
... _ 308
.. \ /PROP. \
306
PROP. OF 48"
II 304
EXIST. 48" RCP
SELECT BACKFILL 302
�I
300
EXIST. HEADWALL (TO BE REMOVED) - 298
WESTERN TRIBUTARY PROFILE
H: V=20'
V: 111=4'
NOTES:
1. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS
TO RESIDENCES.
2. TREES AND BUSHES OUTSIDE OF THE TEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
3. SEE EROSION CONTROL SHEETS FOR PLANTING
AND SEEDING INFORMATION.
4. CONTRACTOR SHALL COORDINATE WITH PROPERTY
OWNER ON RELOCATION OF ELECTRICAL LINES AND
IRRIGATION LINES ON 501 LASSITER SUMMIT COURT.
5. SEE THE NORTH HILLS SEWER OUTFALL
IMPROVEMENTS PLANS FOR ALL PROPOSED SEWER
WORK AND WORK RELATING TO SEWER
CONSTRUCTION.
6. CONTRACTOR TO REMOVE FENCES AS SHOWN.
PROPERTY OWNERS ARE RESPONSIBLE FOR
REPLACEMENT OF FENCES ON THEIR OWN
PROPERTY UPON PROJECT COMPLETION.
7. CONTOURS FOR GRASS LINED DIVERSION DITCH
AND RIP RAP LINED CHANNEL ARE NOT SHOWN.
FOLLOW DIMENSIONS ON DETAILS FOR
CONSTRUCTION OF FINAL FINE GRADING.
7.1. RIP RAP CHANNELS SHALL BE 6' WIDE X 1' DEEP,
CLASS B RIP RAP 18" THICK.
Know what's below.
Call before you dig.
0 0 20 40
I inch 20 ft.
HORIZONTAL
0 4 8
1 inch = 4 It,
VERTICAL
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pkns far the pmPosed ua have been revievred11,1--I br genarel
co pliance mih appliade codes. This limikd review and
totlrorrrat on br consbrlc8on Is not b be cons deretl to represent
tal comp) a wtth al k oal «equ remerRa br devebpment end
construh ma The m des 6 t dmntraotors
andsaderaIP°sa'& e, 4a c asannaR� neePl °k iapenln°
Fo hall d be construed b Ixr an kV f Cry state or
eEeral kw All ConsWcfian musuat b , n axartlance
FedeWRh all Local.
rd Stela aral Rules and Baguio ons.
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
URBAN FORESTRY
SITE ACCESSIBILITY
9D CKSON
co.. -try Inhasiructure consultank
720 CORPORATE CENTER DRIVE
RALEIGH, NC27607
(Q919782-0495
(1)919-782-9672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSFAL
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DESIGN BY: S. SIGMON
DRAWN BY: M.SMALDNG
PROJ. DATE: MAR 2016
DRAWING NUMBER:
6OF$
WKD PROJ. NO.:
201130227.00,113A
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EXISTING GRADE I\ / i 1 50 \ / / 69 LF OF 48" RC? @
11 326
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o �oiN
322
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PROP. 104 LF OF 48" RGP @ 8 19
316
—_= 314
/ E%IST-43"RCP 312
310
... _ 308
.. \ /PROP. \
306
PROP. OF 48"
II 304
EXIST. 48" RCP
SELECT BACKFILL 302
�I
300
EXIST. HEADWALL (TO BE REMOVED) - 298
WESTERN TRIBUTARY PROFILE
H: V=20'
V: 111=4'
NOTES:
1. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS
TO RESIDENCES.
2. TREES AND BUSHES OUTSIDE OF THE TEMPORARY
CONSTRUCTION EASEMENT SHALL NOT BE
DISTURBED.
3. SEE EROSION CONTROL SHEETS FOR PLANTING
AND SEEDING INFORMATION.
4. CONTRACTOR SHALL COORDINATE WITH PROPERTY
OWNER ON RELOCATION OF ELECTRICAL LINES AND
IRRIGATION LINES ON 501 LASSITER SUMMIT COURT.
5. SEE THE NORTH HILLS SEWER OUTFALL
IMPROVEMENTS PLANS FOR ALL PROPOSED SEWER
WORK AND WORK RELATING TO SEWER
CONSTRUCTION.
6. CONTRACTOR TO REMOVE FENCES AS SHOWN.
PROPERTY OWNERS ARE RESPONSIBLE FOR
REPLACEMENT OF FENCES ON THEIR OWN
PROPERTY UPON PROJECT COMPLETION.
7. CONTOURS FOR GRASS LINED DIVERSION DITCH
AND RIP RAP LINED CHANNEL ARE NOT SHOWN.
FOLLOW DIMENSIONS ON DETAILS FOR
CONSTRUCTION OF FINAL FINE GRADING.
7.1. RIP RAP CHANNELS SHALL BE 6' WIDE X 1' DEEP,
CLASS B RIP RAP 18" THICK.
Know what's below.
Call before you dig.
0 0 20 40
I inch 20 ft.
HORIZONTAL
0 4 8
1 inch = 4 It,
VERTICAL
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pkns far the pmPosed ua have been revievred11,1--I br genarel
co pliance mih appliade codes. This limikd review and
totlrorrrat on br consbrlc8on Is not b be cons deretl to represent
tal comp) a wtth al k oal «equ remerRa br devebpment end
construh ma The m des 6 t dmntraotors
andsaderaIP°sa'& e, 4a c asannaR� neePl °k iapenln°
Fo hall d be construed b Ixr an kV f Cry state or
eEeral kw All ConsWcfian musuat b , n axartlance
FedeWRh all Local.
rd Stela aral Rules and Baguio ons.
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
URBAN FORESTRY
SITE ACCESSIBILITY
9D CKSON
co.. -try Inhasiructure consultank
720 CORPORATE CENTER DRIVE
RALEIGH, NC27607
(Q919782-0495
(1)919-782-9672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSFAL
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DESIGN BY: S. SIGMON
DRAWN BY: M.SMALDNG
PROJ. DATE: MAR 2016
DRAWING NUMBER:
6OF$
WKD PROJ. NO.:
201130227.00,113A
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IN 30936
OUT 30933 _ ;
P�F
All cerrsW ctlon to lx in aowNance wiM all City o!
Raleigh anNor NCDOT stantlartls antl spedfia8ons.
ATTENTION CONTRACTORS
Tlro Cons^WWo(tieu Cmc at sp roved nN se plah^selst 2sponade br'
celifac"ting the PubIIC Worcs DaparhneM at (919 9x963409, and
hienobl a hears DepatMlegt aI 1919) 996hett t [.amtion.
y prior beginning any of
Failure to notirY both CHy DepaMlen[s in aMance of beginning
anstrucbon, —result in the iswa f monetary fines, aM require
tallation of anyy ler or sewer Mama net inspadatl as a result
of this notifiation hilum.
Failure to all ror Insppeeelton, Instalaa Downstream Plu have
Rak( VhStanJards wm'ill result6n'a FineyaPoszible Ezduiwnfrom
e..
future work in the City of Raleign.
00- \
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l BARN `E 1118
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B.M. 1882 PG 1088
PIN 170558 /
4001 CARDIGAN PL BUILDING
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SOS LASSITER SUMMIT Ci 'l'�
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SYSTEM 1 ALIGNMENT.6 - ,
-� -°2 •�/ / '/ ININ) 319,11
/- --- `. : �OyA��5ry / 1 /� IN(W)=319,11 -g\ S
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18" Corrugatetl HDPE Pipe
ce
(TO REMAIN)
320
- --
320
318
318
/
-
INSTALL PIPE COLLAR
316
- --
316 (NCDOT 840.72)
/
/
PROP. 1
' LF OF 18" RCP Q 11.69%
314
-
--
---
314
312
-312
2
PROP. 20 LF OF 18"
RCP
310
_.__ _
310
WESTERN TRIBUTARY SYSTEM 1 PROFILE
H: V=20'
V: V=4'
0 O 20 40
1 inch = 20 R
HORIZONTAL
[ 0 2 4 B
1 inch = 4 1L
VERTICAL
15 -
Know
what's below.
0811 before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
PW1rs brthe pmposetl use nava bean reviewed br general
Nhplias wttn aFeliable atles. This limtled review, an presen
torizalipn ter conGrugion is not to be ansitlered to re t
etal conidia wM allkgal requirements for tlevebpmenl antl
eenstru ThepD 0Perty ovm r, &d Rpn consultants antl wnimdors
a hresponsid foram m rIttiol appfable City Stale
antl Fe "b laws. T11e specific autnorizetion bHow Is not a permtl,
salee nan tt be ans<mea to Perms a �olatinn of cay, smro or
l Hw. All Conshudien must b in aosrtlance with a9 Loal,
State antl Fetleral Rales antl Regula5ons.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING20NING
URBAN
SITE AI
�
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I--
i.e. wrre,
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(1)919-782-0495
(1)919-782-9672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROD. DATE: MAR 2016
DRAWING NUMBER:
70F8
WKD PROJ. NO.:
20160227.00. RA
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WESTERN TRIBUTARY CROSS-SECTION 7 AT STA 2+50.00 WESTERN TRIBUTARY CROSS-SECTION 8 AT STA 2+75.00 WESTERN TRIBUTARY CROSS-SECTION 9 AT STA 3+00.00 DWK
324 STI G GRAD 330 330 330 330
\ 324 I, �mm DICKSON
/ 328._-_.....j.._............ ...................................._............................--...... ..... .__....._.......... _.................__ _............. _.._.........�......._....._ ....._..._.. 328 328 .....__._...._._....- ..._......_.._.._....._.._.........._.._._._ _...._... 328
CORPORATE CENTER DRIVE
322 OFFS ET: JB.02 \ / OFFS :35.85 322 720 RALEIGH, NC 27607
Loo \ Loo 326 326 326 326
320 320 \� " \ (!)919-782-0%75
\ '�$4'.
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316 318 W W W. WKDICKSON.COM
STIN GRAD
R OBED RADE 322 \ 322 322 322 NC UCENSE NO.F-0374
316 316
I320---- ......................................_.._._. ._.....�.........._......---...._. 320 320 \ 320
314 I 314 1 /......... _................__. _. \ \ / OK BED G E
318 318 318 318
312 312 / R SED GRkDE \\ / PROP 18" RC
I; 316 316 316 316
310 310
308 f I PROP a8' CP 308 314 I — 314 314 314
I I
312 312 312 312
306 I 306 I
310 310 310 310
304 ...._....__. _ ..__.............. _.._............. {._..___-......._......... ....... ____. ._........... .......... ...... .._.._— ..___...._.........._....._ 304 -- PRC P. 48' F CP PROFESSIONALSEAL
302
308 308 308 308
302
306 306 306...... ._....._._._..._.__._.__._.__...__.._...................._.._.._............................................306
300 70 -60 -50 40 -30 _20 -10 0 10 20 30 40 50 60 70300 30570 -60 -50 40 30 20 -10 0 10 20 30 40 50 60 74305 30570 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 705
WESTERN TRIBUTARY CROSS-SECTION 4 AT STA 1+75.00 WESTERN TRIBUTARY CROSS-SECTION 5 AT STA 2+00.00 WESTERN TRIBUTARY CROSS-SECTION 6 AT STA 2+25.00
324 324 324 324 324 324
I , \
322 322 322 � 322 322 .........___ _............. .........._..... _........ _.—._ ......._9-n c.GRAD.................. ....................---- -"- 322
FFSET: .63 \ u o
320 320 320 �' 320 320 LOD �` ° 320
—
ILI
318 u.� 318 318 318 318 318
LL�
09 / STING RAD w \ \ All
316 - 316 316-...._.___.,__._.__....._____-- __.._...._...._............... n _._-._._..____.................._...._....... 316 316 316ISTING GRADE I14 1
314 \ / 314 314 \ / 314 314 314
/ R POSED RAGE / O EDG E /
312 � 312 312 I 312 312 312
/ I / RO SED G DE
310-.....---------_-....................._.........._.... _..__.....__...........L..._t .__..._.-/....__.._ .._------......................._..__...__........._ 310 310 t / 310 310 1 I 310
308 308 308 \ 308 308 I 308
/ \ PRO .48' R P \ P P. 48' RCP
306 306 306 306 306 \ 306
PROP 48"R P \ /J I \-
304 304 304 304 304 304
302 302 302 --- -- --- -- - 302 302 302
g I
30070 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 70 00 30070 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 7U 00 30070 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 7U 00
WESTERN TRIBUTARY CROSS-SECTION 1 AT STA 1+00.00 WESTERN TRIBUTARY CROSS-SECTION 2 AT STA 1+25.00 WESTERN TRIBUTARY CROSS-SECTION 3 AT STA 1+50.00
H-
324 324 324 - 324 324 324 UU
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322 322 322 322 322 322 it z
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320 320 320 320 320 320 zUj
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318 318 318 0� 318 318 318 Ud �
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316 IXI NGGc / 316 316 / 316 316 00 316 J a 2
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314 QJ _ _ 314 314 - 314 314 314 z cw7 5
/ ROP BEDG DE I I O Q
312
'IMPOSED RAGE 312 312 312 312 312
1 / Exls NG G STING D 1 t jf Q 1-
310 1 310 310 310 310-1 N 310 o
\ / I I PRO OSED G E 0 W
/ t'.-'.. / I I L 0 H
308 - -._ .� ..._..._ / ......... _.__ ..... ._.._.... 308 308 ...------ __ .----- -- — - ..._.._ ._ / .. ........ .. .. ......_._.- 308 308 .__......---..... - ---.--_... ....... ........._ - __ ......... _ _._._.... 308
\ / ROP. 8" RC Know what's below. D
306 / 1306 306 / 306 306 J 306 Call before you dig.
PROP. 48' CP \ I (Z �
304 I` 304 304 PROP. 48"RC \ _ 304 304 304 Z 2
—J 2 1
42 CONCURRENT REVIEW APPROVAL H 0
302 302 302 302 302 302 CITY OF RALEIGH-PL4NS AUTHORIZED FOR CONSTRUCTION Q W 3
Plans for the pmpautl usa have been reviewed br general Q
3 300 300 300 plianu worn p,w�d use have%. This gmdetl renew, and a o
30070 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 70 00 30070 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 -70 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 7U Iner-t— tar-nao-naion is net w ee �ansitlered to repreeene m
totalmmpha wkh all kg,l requirements br tlevebpment and
a nshuh res. The p�rroperty owner, deslp Xants d mnlradore
ppoa sid f,rcogh mw�lh allay lin CXy State 0
antl Federal1— The specific ANhorization 1 a permit,
shallX be mnstruetlbpermd any vioktion o(Cp, Stafe or
FeEeral law. An construwon must be in accordance Wifh ag Local, PROJ. MGR.: S. SIGMON
AII mn..n to be In accordance with all CXy of
Stak antl Federal Ruks antl Regulations.
gq Rekigh endow NCDOT shntlartls and spedfimtions. 0 to p I DESIGN BY: S. SIGMON
i NOTES: TRANSPDRTATION FIELD SERVICES Z DRAWN BY: M.SMAWNG
ATTENTION CONTRACTORS
The Coastmction Conhaclor responsible forth, extension arwaler, PUBLIC UTILITIES PROD. DATE: MAR 2018
vor reuse, as,pCCmv d m these pians, is responsible for 1 inch = 20 & 9 DRAWING NUMBER:
ntaaing the, Public Works De rhrcnt at 819996.1409, and 1. CROSS-SECTIONS ARE FROM LEFT TO RIGHT FACING UPSTREAM.
the Pub .c Utilities Departments 1919) 9964540 al least. HORIZONTAL STORMWATER (n
n„ntyrournoaraprrorlabeg�nn�nganyartnehmnaaoohon. 2. CONTOURS FOR GRASS LINED DIVERSION DITCH AND RIP RAP
Fagure to rho both City De gimimq any
con beginning LINED CHANNEL ARE NOT SHOWN. SEE SHEET 6 AND FOLLOW PIANNING¢ONING W 80 F
mnstru.l-, mg recall m the issuanm of monetary fines, and require (�
D T5 5 0
hlktbnofan t,rorsewerhalm,snoLl„pededasamwk DIMENSIONS ON DETAILS FOR CONSTRUCTION OF FINAL FINE FIRE
or this floshon�N's. J WKD PROD. NO.:
Failure to call for losPection, Install, Downstream Plu have GRADING. URBAN FORESTRY
Permiftetl PWns on 1,1,bai,,o nyotherviaatlen %eltym 1 inch = a It. Z 20160227.00.RA
Ralei h Standards will result In a Fine aM Possible Exduslon from VERTICAL SITE ACCESSIBILITY
nom CutuSt work in the City of Raleigh.
LL
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SIDE ELEVATION J
B
r � I, f rRe � RFACE I.
Y HOLES FOR Illi
HANOlE3 15-
s EDerAL
PLAN OF COVER B
} . - I.
SECTION A -A
21 11
SECTION B -B L
TOP VIEW
F«-,IN
No � T
DETAIL OF HANDLE
SIDE ELEVATION _I
CITYOF RALEIGH sx
-1 1 REV181DY3 �6L
CATCH BASINp
END ELEVATION ;A CASTINGS
SW -10.06.1
All construction to be in accortlance with all City of
Raleigh andlor NCDOT stantlartls antl spedfications.
ATTENTION CONTRACTORS
The CoesDucHon ContmAor respgnsible Mr the ezlension of water,
se Nor reuse as a d m Nese plans, is responsible Mr
t11eP bBr'c Utilflfesl DepaiNks ilent et lr 986 =99
.t
lweMy Mur hours prior to beginning airy o/their Wnslruction.
m=:to notify both City Deparhnents in aWanm of beginning
WnsirvUion, swN resuN In the Issue f monetary fines, antl require
stallation of an !er or sewer fa, III! -not in.,, as a result
at this notification 01I..
Failurennto d Mr Insoe�tlon, MslaB a Downstream Plug have
PeRled P the JobsNe a anya tner rdatmn of oily of
Rhakv"ah StanE krCr(ICor n�a 'igh rM Possible �clusion tram
TOPOFC S NOTES:
n 1nE SrOPE
E0.4E
'S
\y
Cc THE GImEa To
oV XE
aaein
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l/o�INe
zl�s��
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e smseisAUHr
oT wAaseo wrHix
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CI7Y OF RALEI�GH
-I
vao Ps coxcllETE
5' DM CATCH
BASIN
SW -10.01
�3.
SIDE ELEVATION J
B
r � I, f rRe � RFACE I.
Y HOLES FOR Illi
HANOlE3 15-
s EDerAL
PLAN OF COVER B
} . - I.
SECTION A -A
21 11
SECTION B -B L
TOP VIEW
F«-,IN
No � T
DETAIL OF HANDLE
SIDE ELEVATION _I
CITYOF RALEIGH sx
-1 1 REV181DY3 �6L
CATCH BASINp
END ELEVATION ;A CASTINGS
SW -10.06.1
All construction to be in accortlance with all City of
Raleigh andlor NCDOT stantlartls antl spedfications.
ATTENTION CONTRACTORS
The CoesDucHon ContmAor respgnsible Mr the ezlension of water,
se Nor reuse as a d m Nese plans, is responsible Mr
t11eP bBr'c Utilflfesl DepaiNks ilent et lr 986 =99
.t
lweMy Mur hours prior to beginning airy o/their Wnslruction.
m=:to notify both City Deparhnents in aWanm of beginning
WnsirvUion, swN resuN In the Issue f monetary fines, antl require
stallation of an !er or sewer fa, III! -not in.,, as a result
at this notification 01I..
Failurennto d Mr Insoe�tlon, MslaB a Downstream Plug have
PeRled P the JobsNe a anya tner rdatmn of oily of
Rhakv"ah StanE krCr(ICor n�a 'igh rM Possible �clusion tram
NOTES:
1, THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10'
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE
DOWNHILL SIDE. SHALL BEGIN T FROM THE CATCH BASIN.
2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE
MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAV BE USED IN d" X d' X 16' OR 4• X B' X 18• SIZES.
d. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5- CASTINGS,
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY.
CRYOFRALEIGH
DOUBLE WIDTH
CATCH —IN
SW -10.02
12' OfSTAINLESS STEEL DROP HANDLES
1
Pa1
pot E
Pal Pel
Pel
25 tla• 25114'
AD
� I
CE
5)8. O/
NOTE:
T _ PAINT WITH RUST INHIBITING
BLACK PAINT
DETAIL OF
pbl PLATES
BLL OF MATE—
MATERIALLISTfORONEUNR MAKELLNTS
CIS X 33 W CHANNEL 8212' Krat
a a•xrHa Tui BAR 1m I MK-pe1
MNyBt
2 tIT'STA NLE33 STEEL ROUND ROD,e'
1T2'STA NLESS STEEL HE%NUTS
53 STEEL FIAT WASHERS
Flaalc � oEPA41GTNFN
BEWBONS
CATCH BASIN
STEEL TOP
SW -10.07
r O
O
2312' V • U
h
iy
O SPACE DO C)
23/a'
o
COVER 120 USE. MINIMUM
V. 231x18' -
21,116'��
BUM-NEK OR T
APPROVED SEALANT T+rz• I`___ _..
BFRAME
AND ND COVER
jam--- 151,8'
33 va-
NOTES : SIB'%3' LAGSHIELD IN HOLE
DRILLED INTO CONE OR
1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO
BE DOMESTICALLY CAST, DESIGN DEPTH, AND SR'X3-
2) FRAMESHALL BEA MINIMUM HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS. WITHIN IAG BOLT AND WASHER.
PUBLIC ROW AND ISO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH
MINIMUM OF 12D LBS. CRYOFRALEIGH
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE IWN(80FPMTMENi
BOLTED TO THE CONE
SECTION OR RING WITH A x.
MINIMUM OF 4 BOLTS PER FRAME. STANDARD STORM
MANHOLE COVER
SW -10.10
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NOTES:
1, THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10'
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE
DOWNHILL SIDE. SHALL BEGIN T FROM THE CATCH BASIN.
2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE
MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAV BE USED IN d" X d' X 16' OR 4• X B' X 18• SIZES.
d. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5- CASTINGS,
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY.
CRYOFRALEIGH
DOUBLE WIDTH
CATCH —IN
SW -10.02
12' OfSTAINLESS STEEL DROP HANDLES
1
Pa1
pot E
Pal Pel
Pel
25 tla• 25114'
AD
� I
CE
5)8. O/
NOTE:
T _ PAINT WITH RUST INHIBITING
BLACK PAINT
DETAIL OF
pbl PLATES
BLL OF MATE—
MATERIALLISTfORONEUNR MAKELLNTS
CIS X 33 W CHANNEL 8212' Krat
a a•xrHa Tui BAR 1m I MK-pe1
MNyBt
2 tIT'STA NLE33 STEEL ROUND ROD,e'
1T2'STA NLESS STEEL HE%NUTS
53 STEEL FIAT WASHERS
Flaalc � oEPA41GTNFN
BEWBONS
CATCH BASIN
STEEL TOP
SW -10.07
r O
O
2312' V • U
h
iy
O SPACE DO C)
23/a'
o
COVER 120 USE. MINIMUM
V. 231x18' -
21,116'��
BUM-NEK OR T
APPROVED SEALANT T+rz• I`___ _..
BFRAME
AND ND COVER
jam--- 151,8'
33 va-
NOTES : SIB'%3' LAGSHIELD IN HOLE
DRILLED INTO CONE OR
1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO
BE DOMESTICALLY CAST, DESIGN DEPTH, AND SR'X3-
2) FRAMESHALL BEA MINIMUM HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS. WITHIN IAG BOLT AND WASHER.
PUBLIC ROW AND ISO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH
MINIMUM OF 12D LBS. CRYOFRALEIGH
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE IWN(80FPMTMENi
BOLTED TO THE CONE
SECTION OR RING WITH A x.
MINIMUM OF 4 BOLTS PER FRAME. STANDARD STORM
MANHOLE COVER
SW -10.10
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HEY18 M'WORY6 pEPARIMExi u..or .
RIPRAP
LINEDCHANNELS
--- ............
SW -20.12
B
PSI — B
SECTION A -A
STANDARD MANHOLE A
RINGANDCOVER
n t�
4u
oRsa o
SLDPE .
C 6 THICK UP TO 12 DEEP
11 THICK 1111 11 DEEP
—1 CONCRETE/ A -- 1 GROUT
SECTION B -B
NOTES:
1. DEPTH MEASURED FROM TOP OF
CASTING TO INVERT OF MANHOLE.
2. PRECAST MANHOLE COMPONENTS SHALL
MEET ASTM -C-078 REQUIREMENTS.
3. SEE STANDARD. SW -10.10 FOR MANHOLE
COVER DETAIL.
4. DOMESTIC CASTINGS REQUIRED
WITHIN STREET RIGHT-OF-WAY.
PIPE SIZE MH DIAMETER
12-24" 4'-0"
30-02" 5'-0"
48' G-0
TYPE A
SECTION C -C
9 FLAT TOP STORM MANHOLE
NOT TO SCALE
15 -
Know
what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans tar Bre proposetl use have been revle—d Mr general
Wpian wttn applvNe Wtlee. Tnianmaed re.iew and
tlori Z for conawCian is not M be mnsid—d 10 represent
otal Wmpl w allle Dal mquiremeM ,fb, development antl
conelrWlon.Tyroperty ,deal9n consuttx�ntsantl Wnlradors
III_
hrespo IG for mmpl lvllh all appy ble City State
and FeMNl laws. The apeclFic eNhor®tion below is nota permit,
FhallNbecoj1sWed MpermNa vi0111on of C"ryI ate or
etlerel hw. All CAnStmLBon mutl b in accordance lvNh Il Local,
State antl Fedeal Rules antl Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
STORMWATER
URBAN
SITE AI
WD CKSON
iniresVucWre Wnsltltenta
720 CORPORATE CENTER DRIVE
RALEIGH, NC27607
(1)819.782.0495
(1)919-762-0672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFEGSIONALSEAL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2016
DRAWING NUMBER:
D1 OF D4
WKD PROJ. NO.:
20160227.00. RA

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T-10.12
All mns[mclbn to be bt.—NNFOB wllh all City of
d
Raleigh II NCDOTsn i.... spedfiwfmGEL
ATTENTION CONTRACTORS
The Construction Conlree or respon 'bre for the eXlension of water,
se da p rov d In [hese plans, Is responsible
ntachn9 the Public Works Department at 19191 9 96 3409, and
!fie Pudl< UtilRres Department at 19191996-0¢411 at least ,
lwenry bur hours prior —ginning any of then mnGnUction.
Finail re to TOfy both Cily Departments in a Wanoe of beginning
° an uoiofan sDltiertor Se rr Nom ,STI inn�aee'a:a eslmre 114
of INS notification r Aure.
Failure to call ror Inst tion, Instalaa Downstream PIuY� have
PennMetl P.R. onfhe JobsRe,o ny other Vitiation of City of KROW What's below.
Rakiyh Standards will resUR in, Fine C POSSI EadUsi-hom Call before you dig.
ham q ure work in the City t Raleigh.
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T-10.01.2
NATE: MANTA^ SIY MAX. BETWEEN EXPANSKMJ
tra'RppIVS (iyP1 MINTSORAT ALL RIGID OBJECTS.
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2. 30• VALLEY TYPE GUTTER
1. 3S CURS 6 GUTTER
DUewr.rou+ L
,�IF S
' /�aWTIHM 111fiGARFA
A °
• S•
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_VALRSE
4•COMPACTEp AB.L. UNDER GTANDARp
CURBS GUTTER (MINI
N.LBSED
LEU
AT INTERSECTIONS. Rana. ETC.
MEDUW CURB AND GUTTER
IDEIOE ELATION
NOTES:
1-61
AwMACNINN U ERStW[EN OVMMv JOINrs ON
2.
IM ER
54�
aomm PS CONK EECuRING coMPouno SNALALL MEET
TNEDSTANDARDS SPE—IONSFORROADSAAD
IONIe1430FCDOT
STRIUMPES
I ALL —TRUCTION JOINTS SHALL BE FILLED
THE MINT ORM TO SECTION
S-]
OOF CAOOT STANDARD A SPECIFICATIONS FOR
NrUCTUREL�W 01 FOR GUM AND
OUT DETA
GUTTER SUPER—APON RATES.
a• 2a•
B' 3•
SHEET I C)F2
KEY IN
12'
SEE
LINE CHANNEL W/ COIR
FIBER MATTING AND
COVER WITH SEED MULCH
KEY IN LINER 12-1
SEE DETAIL
ASPHALT PAVEMENT PATCH
WCUT
K SAANOWCUT
K
EXISTING PAVEMENT HEV/ASPIU�LTa W EXISTING PAVEMENT
NEw aac trreau '
EXIST NG ABC y -IN - �1•KEY-IN EXISTING ABC
Ex STING suaGRADE 1 II �I I I�� I III �II _ 1 c
KEY IN LINER 12" (MIN)
SEE DETAIL 2ID3
PROVIDE LINER FROM PDE TO PDE
FROM RIGHT-OF-WAY TO STRUCTURE 7
ON EACH SIDE OF SWALE
(a:)TEMPORARY LINER FOR EASTERN SWALE
D2 NOT TO SCALE
ax nn.R�s DEPDGiJmNERr
ASPHALT PAVEMENT
PATCH
------_— T-10.05
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
=h RN the pmposetl use have been reviewed ror general
Alien with applicable modes. This RmAed review, a,M
Nmilthodaatigm ror mnslrucliDe is not b be NnSid d to represent
lal mmpl a with all leg requirements br devebpment antl
mnstmdron. The party orvnerh tlesl c n Gants d wntFUSIX.
anh re ^side rormmWl w�h all apPlica_bleaCity, state
al ederel laws. The specific amnor'¢atmn below is nd a permit,
Fede2lEmw�P.11 C no udb'Ian°musl bey in eMciolmrtlaneeryviRh stir Local,
Slate antl Fetlerel Rules antl Regulatbns.
TRANSPORTATION FIELD SERVICES
PIANNING20NING
URBAN
SITE A(
KH55 LINtU UIVtK51UN UI I LN
D2 NOT TO SCALE
VD CKSON
mmmM� inh,a§GgR(.—UllFBI
720 CORPORATE CENTER DRIVE
RALEIGH, NC27807
(Q919-782-°495
10919-782-8872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFESSIONALSEN-
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
DRAWING NUMBER:
D2 OF D4
WKD PROJ. NO.:
20160227.00.RA
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Ipl I
GUTTER
III li
NOTES:
1. SEE STANDARD DETAIL T-10.26.1 FOR CURB AND GUTTER DETAILS.
2. EXPANSION MATERIAL SHALL EXTEND
THE FULL DEPTH OF THE
CONCRETE.
3. ALL CONCRETE SHALL BE 3000 PSI (MIN.).
>0
W
_ L%1:E1GTMEr•T
NIS SiI
DRNEWAYFOR
VALLEY TYPE CURB B GUTTER
T-10.02
KEY IN
12'
SEE
LINE CHANNEL W/ COIR
FIBER MATTING AND
COVER WITH SEED MULCH
KEY IN LINER 12-1
SEE DETAIL
ASPHALT PAVEMENT PATCH
WCUT
K SAANOWCUT
K
EXISTING PAVEMENT HEV/ASPIU�LTa W EXISTING PAVEMENT
NEw aac trreau '
EXIST NG ABC y -IN - �1•KEY-IN EXISTING ABC
Ex STING suaGRADE 1 II �I I I�� I III �II _ 1 c
KEY IN LINER 12" (MIN)
SEE DETAIL 2ID3
PROVIDE LINER FROM PDE TO PDE
FROM RIGHT-OF-WAY TO STRUCTURE 7
ON EACH SIDE OF SWALE
(a:)TEMPORARY LINER FOR EASTERN SWALE
D2 NOT TO SCALE
ax nn.R�s DEPDGiJmNERr
ASPHALT PAVEMENT
PATCH
------_— T-10.05
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
=h RN the pmposetl use have been reviewed ror general
Alien with applicable modes. This RmAed review, a,M
Nmilthodaatigm ror mnslrucliDe is not b be NnSid d to represent
lal mmpl a with all leg requirements br devebpment antl
mnstmdron. The party orvnerh tlesl c n Gants d wntFUSIX.
anh re ^side rormmWl w�h all apPlica_bleaCity, state
al ederel laws. The specific amnor'¢atmn below is nd a permit,
Fede2lEmw�P.11 C no udb'Ian°musl bey in eMciolmrtlaneeryviRh stir Local,
Slate antl Fetlerel Rules antl Regulatbns.
TRANSPORTATION FIELD SERVICES
PIANNING20NING
URBAN
SITE A(
KH55 LINtU UIVtK51UN UI I LN
D2 NOT TO SCALE
VD CKSON
mmmM� inh,a§GgR(.—UllFBI
720 CORPORATE CENTER DRIVE
RALEIGH, NC27807
(Q919-782-°495
10919-782-8872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFESSIONALSEN-
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
DRAWING NUMBER:
D2 OF D4
WKD PROJ. NO.:
20160227.00.RA
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WING CROSS NTNG
OF i DF 3 DF
CHANNEL CHANNEL CHANNEL
WIDTH WIDTH I WIDTH
2'
BED
E1
rELEVATION E2
PRE—CONSTRUCT
701C=_BANK 1—FOOT DEEP POOL
0'
SRN STREAM BED
•,��,
.✓ .�
tX.
V: d
CLASS 'ASTONE_
"TH
BENTONITE CLAY &
FILL T VOIDS FILTER FABRIC TO EX71..-TER
COMPACT IN B' LIFTS
TENDCLASS
—I — I �-
—LLL_I
BOULDER
'A'PLANVIEW1'
CRITICAL ELEVATIONS
WIDTH
ALIGNMENT
SHEET
BELOW BOTTOM FOOTER
XE
I E2FT. (NAVD)
WIDTH (FT)
RAMBLEWOOD
BOULDER
FILL VOIDS WITH
DRIVE SYSTEM 1
BENTONITE CLAY
4+71
319.00
SECTION -A-A VIEW
CROSS
(UPSTREAM)
FOOTER ROCKS CROSS SECTION
NOTES:
TOP OF BANK
S REAR
ELEVAT
FOOTER BOULDEF
HEADER BOULDEI
1. CROSS VANES SHALL BE CONSTRUCTED AS TWO (2) ROCK VANES ON OPPOSITE SIDES OF THE STREAM, WITH A CONNECTING CROSS
CHANNEL SILL SETAT THE PROPOSED INVERT OF THE STREAMBED. CROSS VANE SHALL CONSIST OF VANE BOULDERS, SILL BOULDERS
ANO FOOTER BOULDERS. EACH OF THE OUTSIDE ROCK VANES WALL MAKE UP 113 OF THE STREAMS WIDTH.
2. A TRENCH SHALL BE DUG TO ENSURE THAT FOOTER ROCKS, CROSS HEADER ROC KS AND A MINIMUM OF 1 I3 OF THE WING HEADER ROC KS
ARE BURIED BENEATH THE STREAMED SURFACE ELEVATION.
3. AN EXCAVATOR, WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB, SHALL BE USED TO PLACE BOULDERS WITH THE SUPERVISION OF
THE ENGINEER.
4. HEADER AND FOOTER BOULDERS SHALL BE APPROXIMATELY 30'X24" X IS ASA MINIMUM SIZE. THE UPPER UMIT FOR BOULDERS SHALL
BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF THE STRUCTURE. HEADER BOULDER IN CENTER OF CHANNEL SHALL TARGET
A MINIMUM SIZE OF 38'%24'X24".
5. FOOTER BOULDERS SHALL BE APPROVED BY THE ENGINEER WITH HEADER BOULDERS PLACED ON TOP PRIOR TO BACKFILLING OF THE
TRENCH. IN THE CENTER OR CROSS PORTION OF THE CHANNEL THE HEADER BOULDERS SHALL BE PLACED SUCH THAT THE TOP OF THE
HEADER BOULDER ISATAN ELEVATION EQUAL TO THE PROPOSED BED ELEVATION.
6. CROSS VANES SHALL BE CONSTRUCTED SO THAT ADJOINING BOULDERS TAPER IN AN UPSTREAM DIRECTION, FROM THE BANKFULL
ELEVATION TO THE STREAM INVERT. THE UPSTREAM END OF THE CROSS VANE IS SETATAN ANGLE OF 20 TO 30 DEGREES TANGENT TO
THE PROJECTED STREAM BANK DIRECTION. THE TOP ELEVATION OF BOTH VANES WILL DECREASE TOWARD CENTER EN. THEOF THE CROSS VANNEL.
7. THE DOWNSTREAM END OF THE CROSS VANE SHALL BE KEYED INTO THE UPSTREAM
N D O THE SS VANE ELEVATION. THE CROSS VANE
SHALL BE KEYED A MINIMUM OF FIVE FEET INTO THE ELEVATION THE UPSTREAM END OF CROSS VANE SHALL BE KEYED INTO THE
STREAMBANK V AT THE DESIGNED COMPLETED
BED INVERT ELEVATION.
8. THE CROSS VANE SHALL R COMPLETED BY THE PLACEMENT OFA CROSS CHANNEL SILL ERS, A D S DESIGN INVERT OF THE TTRE SILL
CROSS CHANNEL BOULDERS SHALL BE PROPERLY SECURED BEHIND FOOTER BOULDERS, AND SHALL BE PLACED SO ROCK-TTHEO-ROCK
SILL
BOULDERS ARE LEVEL ACROSS THE CHANNEL SILL BOULDERS SHALLOF BE PLACED CLOSE ENOUGH MIENSURE ROCKANS, SPE CONTACT
WITH NO SPACE BETWEEN ADJOINING BOULDERS. THE ELEVATION OF THE SILL SHALL BE AS DETERMINED ON THE PLANS, SPECIFICATIONS,
AND CONSTRUCTION NOTES, ORT DETERMINED IN THE FIELD By THE ENGINEER.
9. FOOTER BOULDERS SHALL BE PLACED
LINSTALLEDIN SHOWN IN THE PLANS AND DETAILS AND SHALL CROSS VANE,
INTO THE PLACEDSTREAMSED.WITH 10, VANE GUILDERS SU FACE C CONTACT
BETWEEEAR N
HIONADJOINING
SOJAS TO DER. BOULDER
SLOPINGBE PLACED
DSO AND SHALL N PLACED N7NT
TIGHT, CONTINUOUS SURFACE CONTACT BETWEEN ADJOINING BOULDER. BOULDER SHALL BE PIACEO SO AS TO HAVE NO SIGNIFICANT
GAPS BETWEEN ADJOINING BOULDER.
11. VANE BOULDERS SHALLPROTRUDE
THAN
THE AVE A OTHER
LDER IN THE UR
NE..A TOPPLTEO ROS VANE HASASMO ANE
SMOOTH, BOULDER SHALL PROTRUDE HIGHER THAN THE OTHER BOULDER IN THE BOULDER VANE. A COMPLETED CROSS VANE HAS A SMOOTH,
CONTINUOUS FINISH GRADE FROM THE BANKFULL ELEVATION TO THE NK ALL VOID
72 AS THE CROSS VANE N CONSTRUCTED, THE CONTRACTOR SHALLCHINKWITH S VOIDS BETWEEN THE FOOTER BOULDERS, AND BETWEEN THE
FOOTER BOULDERS AND VANE BOULDERS. VOIDS SHALL BE CHINKED WITH SMALLER ROCK SUCH THAT NO VOIDS GREATER THAN FOUR
INCHES IN SIZE WILL BE PRESENT.
13. UPON COMPLETION OF THE CROSS VANE, A TRENCH SHALL BE DUG UPSTREAM OF THE VANE, ANDA GEO-TEXTILE FABRIC (THAT PREVENTS
PASSAGE OF WATER) SHALL BE PLACED AS SHOWN IN SECTION A -A. THE TRENCH SHALL EXTEND MINIMUM OF 1 FOOT BELOW THE LOWER
FOOTER BOULDER NO CURVE UPWARD TO CREATE A POCKET.
14. THE FABRIC SHALL BE PLACED IN THE TRENCH AND WRAPPED OVER THE TOP OF THE HEADER BOULDERS WITH APPROXIMATELY 2 FEET OF
OVERLAP.
15. ROCK FILL MATERIAL SWILL BE BACK FILLED AROUND THE FABRIC AND TAMPED DOWN AS SHOWN IN THE DETAIL. TH E EXCESS GEOTEXTILE
FABRIC SHALL BE CUTOFF AT THE INTERFACE BETWEEN THE HEADER BOULDER AND THE SOIL.
16. THE CONTRACTOR SWILL UPON COMPLETION OF THE WORK RESHAPE THE SLOPES AND STREAM BOTTOM TO THE SPECIFIED ELEVATIONS.
LOCATION
ROCK DROP STRUCTURE
CHANNEL
CRITICAL ELEVATIONS
WIDTH
ALIGNMENT
SHEET
STA
ElFT. (NAVD)
I E2FT. (NAVD)
WIDTH (FT)
RAMBLEWOOD
DRIVE SYSTEM 1
5
4+71
319.00
318.25
14.0
(UPSTREAM)
RAMBLEWOOD
o
DRIVE SYSTEM 1
5
4+57
318.00
317.25
14.0
(DOWNSTREAM)
r11 ROCK DROP STRUCTURE
D3 NOT M SCALE
An mnstmIXion to be In eaordance wnh all Cny of
Raleigh anNor NCDOT ab�rds end spedfi®tions
ATTENTION CONTRACTORS
The coma � en Co ets dPor respdgn Uesebpiah�se sl reslnslMe fog'
the P bone tUtild,eslDeparrlrnen f at (979 996-054� z96ea1�OB, aM
twenty four hours prior to beginning any of their—struction.
Failure to notify both CRy Departments in advance oI beginning
censtruction, mn reysult in the iswa fi=n-,,
monetary fines, antl require
reinstall" his ntlfic W n xter or sewer facilities not inspected as a rew It
e.
Failure to call for Inspection, Install a Downstream Plu4have
Pemdtted PWns on lite Jobsile,a any otMrVidaeon TCity of
Rhamigh ttanwadkrmthe Gityo/RaIF9h,r Possible Exclusionfrom
PROFILE VIEW - B$ VIEW
OF BANK
FIGURE 5
TRENCH AND CHECK
SLOT LAYOUT
NIINIMUMI' FIGURE 2
FIGURE 1
INTI TIAL ANCHOR INTERMITTENT CHECK
TRENCH SLOT /BEGINING OF
NEW ROLL
FIGURE 3
TOP OF BANK
TERMINATION
INSTALLATION NOTES
STAPLE AT 1'
INTERVALS
SITE PREPARATION
GRADEANDCOMPACTAR
E0.
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO
THAT MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL
PREPARE SEEDBED BY LOOSENING 3 TO 41NCHES OF TOPSOIL ABOVE
FINAL GRADE.
APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF
NEEDED.
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
SEEDING
SEE EC6 FOR SEEDING REQUIREMENTS.
APPLY SEED TO SOIL BEFORE PLACING MATTING.
WHEN USING PERMANENT LINER, APPLY ADDITIONAL SEED AFTER
INSTALLATION AND FILL MAT NTH SOIL.
INSTALLATION ON BANKS
EXTEND MAT 2 TO 3 FEET OVER CREST OF SLOPE AND EXCAVATE A 12"
x S"TERMINAL ANCHOR TRENCH. SEE FIGURE 4.
ANCHOR MAT IN TRENCH ON 1 FOOT SPACINGS, BACKFILL AND
COMPACT SOIL.
OVER W P ADJACENT MATS 3" AND ANCHOR EVERY 18' ACROSS THE
OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE
LOWER ELEVATION MAT.
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL
DO NOT STRETCH TIGHT.
2 TEMPORARY LINER INSTALLATION
D 3 NOT TO SCALE
FIGURE 4
TERMINAL ANCHOR
TRENCH
ANCHOR MAT USING USHAPED WIRE STAPLES OR GEOTEXTILE PINS.
INSTALLATION IN STORM WATER CHANNELS
EXCAVATEINITIAL ANCHOR TRENCH I X8•AC
T ROSS THE CMANNELAT
THE LOWER END OF THE PROJECT. SEE FIGURE 1.
PLACE 6' x V CHECK SLOTS AT W INTERVALS ALONG THE CHANNEL.
SEE FIGURE 2.
CUT 4"x 4'TRENCH ALONG TOP OF BANK FOR MAT TERMINATION.
EXTEND MAT 2 TO 3 FEET ABOVE CREST IF POSSIBLE. SEEFIGURE3.
BEGINING AT THE CENTER OF CHANNEL AT THE DOWNSTREAM END OF
THE AREA TO BE LINED, PLACE THE END OF THE ROLL IN ANCHOR
TRENCH AND SECURE WITH U -SHAPED WARE STAPLES OR GEOTEXTILE
PINS. SEE FIGURE I.
PLACE ADACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF
3' OVERLAP. SECURE WITH STAPLES OR GEOTEXTILE PINS, BACKFILL
ANCHOR TRENCH, AND COMPACT SOIL.
UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT
CHECK SLOT OR TERMINAL ANCHOR.
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF 3" OF
OVERLAP.
STAPLE ATlW INTERVALS ALONG OVERLAP.
FOLD AND SECURE MMT ROLLSTIGHTLY INTO CHECK SLOTS. LAY MAT
IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH BOTH
LAVERS, BACKFILL AND COMPACT SOIL, CONTINUE ROLLING MAP
UPSTREAM. SEE FIGURE 2
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM OF i
SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
SEE FIGURE 5 FOR TRENCH AND CHECK SLOT LAYOUT.
LINER MUST MEET OR EXCEED THE FOLLOWING REQUIREMENTS:
-MAXIMUM PERMISSIBLE SHORT-TERM (1l2 HR.) VELOCITY OF 25 FTISEC FOR VEGETATED
AND 20 FT/SEC FOR UNVEGETATED
-MAXIMUM PERMISSIBLE LONGTERM (50 HRS.) VELOCITY OF 14 F USEC FOR VEGETATED
AND 10 FTISEC FOR UNVEGETATED
-MAXIMUM PERMISSIBLE SHEAR STRESS OF 10 UWFT2 FOR VEGETATED AND 8 LBIFT2 FOR
UNVEGETATED
15.
Know what's below.
Call before you dig.
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans br the mposed use have been reviewed kr general
Nhplu wnph apphcable codes. Thio limded review and
�oomplis br cw9h 11dion is not to be ceinitlered to represent
_atdjmpl ith all legal requlremenls br tlevebpmenl antl
not ""' me p�rroperty owner, dewpn consonants aM—tract—
sponsiN for mmpllance dis, all applicable Cily, State
antl F tlerel laws. The speafic authorization below is t2ll- pannit.
Fedshall A be censtmetl tp permn any violation of CIStv,, pglate or
eral law. All CDnstru.ion must be in accmrtlance'mM all Local,
Stela and Federel Rules antl Regulations.
ON FIELD SERVICES
PWJNING20NING
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TRANSPORTATI
DD CKSON
iniresWctude consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC27607
(0919-782b495
(0919-782-9672
W W W.WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2018
DRAWING NUMBER:
D3 OF D4
WKD PROJ. NO.:
20160227.00.20160227.00,11AA
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6' 6'
36'
�6. 720 CORPORATE CENTER DRIVE
LIFTING HOLES RALEIGH, NC 27607
ttP 4x (1)819.782-0495
(1)B19-7B2-9872
6"
W W W.WKDICKSON.COM
NC LICENSE NOY-0374
0" 26°
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DOGHOU5F TRAFFIC RATED
ALUMINUM ACCE55
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CAST IN TOP TO FINISH GRADE
F.G. 24, PROFESSIONALSFAI.
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6' 26'
awx Iz n
DOGHOU5E
6"
F.I.P.
NOTES BRf55 CURH STOP THREADS 6' OF III STONE
to
INLET AND
.METER AS MANUFACTURED BY SENSUS OR OUTLET
NEPTUNE. DDdNSION 'A"
2. BACKFILL IAM ED IN 6" LIFTS. 'METER 13 '
3. REINFORCEMENT: p4 @ 6" OCEW
4. CONCRETE: 4.000 F51 @ 28 DAY5 " TRAFFIC RATED
S. ALL RPG BACKFLOW PREVENTION DEVICES VAULT WALL TdICKNE55 0 O
MUST BE INSTALLED PRIOR TO METER BEING ¢
SEi. CItt OF RALE-IGH O
6) ALL COPPER 5ETTERS ARE !O HAVE A BALL O-
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COPPER SETTER Wm HIGH RISE BYPP55 mar TYPICAL I /2"- 2" WATER METER z
15 MANUFACTURED BY FORD, MUEI IEK, OR AY O O
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DWG. NO. REVISIONS DATE REV1BON5 DATE 5
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DEPT. OF TMNSPORTATION z
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OIVI6ION OF MIGMY4Y6 d' Plans br the proposed use have Eeen revI'— br general O Q
T-30.01 RALEIGH, N.C. rat w pia won avplimNe coaee. mia limketl review, and m ¢ ¢
9 mor�aeaa ror conabugion is na to Ee °ansidered to represent a o
total mm with ell bga�require_ Ms for tlevebpmenl and
mels, dl ThepD dy , deMp Hans, end oontregors
a nrespo Ida tsar mm wkh An apW cable city state o
ntl Federal lens. The specific laulhoriiatbn be b t a pelmiL
Er
h�Il k be mnsWetl to permd any vbWSon of C' SUte or
All mnstru Nto be in acmManm- all City of °F Cera -`F.-d.
wAn C-n d I on must be in aaenancetywilh all Loml. PROD. SIGMON
Ralei hendeor NCDOT smndans alw I ESIGNBY: S. SIGMON
g spenfications. State and Fetleral Rules antl 1.g . tons.
ATTENTION CONTRACTORS TRANSPORTATION FIELD SERVICES Z DRAWN BT M. R 2018 NG
PROJ. DATE: MAR 2018
The Constmgion CoMregor respgnsi ebr Ne etlensien of water,
PUBLIC UTILITIES DRAWING NUMBER:
se nNar reuse, as apVrovetl In (hese pans, is responsible br
ma.I the tie Nc Works Deparbne. at (918 9862405, an0 1 '^
the Pubhclltilities Dodi, lre tieing Y oft�etleasl • STORMWATER w D4 of D4
twenty bur hours p�orb beginning any of their mnsWgion.
Failure to roti, both City Deparbnent1In adranm of beginning
q� hllG on ofar'ryaterorese'we fan.tles'oiwtingneE asna 2sullfe PIANNINGZONING Q
g of Mis nolificaIon failure.
FIRE J WKD PROJ. NO.:
Faliure b roll for los eqI- Installs Down V I. Plup� have URBAN FORESTRY
penn5lNed Plansont�e Jobsde,o any olner Violation of City or KROW WhBtr$below. Z 20160227.00.RA
hom'luhluretawotlrkn'In th nCily oliRaleighaM Possible Exclusion from Call before you dig. SITE ACCESSIBILITY
24'
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INSTALLATION
RBVI610N9 DATE: SION9 YfR
_ ABB 46-04
O.H.L fII6AB
kICKU
WATER METER
1/4' t/4'
CITY SEAL
II HOOK I
I-20 1/8'—I
T SECTION C-C
NOTES:
I . COVER WEIGHT: 13 lB5 +/- 54,
2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. EG 05 AND LIDS MUST BE
MANUFAGTURf-D fROM SAN.F.
pOMF5TIC FOUNDRY.
� I.B" (PRE-DRILLED HOLE 7/9'
A T T
WA ER
1.7s•
ME ER
l9 1/4'
SECTION B-B
Cltt OF RALEIGH
SPAR MLN h U U U.ILI I`
'$C Tr
P7 s/e WATER METER BOX DETAIL
SECTION A -A cwG. rvo. REwslorvs DATE REVISIONS DarE
(!r/_ZB ABB I -70 -OS
R.K.V. IP.= II -a-10

REMOVED
All ot,ction to lK in —Nance with all City If
Raleighe�or NCDOT stantlard, antl si dfimti,n,.
Mme conatuction con<rador responaiae rortne etensio orwatar,
odor nreuse asapGro�aa In mase plans, is responsiNe ror facnng the Pudt Works Deparhrent at (919 9962409, antl
the PUEhc U4Miez DepaNrent et (919) 996 at least
twenty roar pours Prror ro Oeginnmg any or weir construction.
FaOutNCbn, fy `-IwWCainyt�a i�swernrece o(nmonertery MnegaiM require
of ilns noGfi.! onnY Yurt or sewer In..
not inspected as a rerun
15 -
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
TRANSPORTATION FIELD SERVICES
STORMWATER
PIANNING(ZONING
URBAN
WFD CKSON
cgmnnunit�tinftmtru�mmm tants
720 CORPORATE CENTER DRIVE
RALEIGH. NC27607
(t)919-7820495
(1)919-782-9672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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DESIGN BY: 5. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2016
DRAWING NUMBER:
S1 of S5
WKD PROJ. NO.:
20160227.00. RA
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GENERAL STRUCTURAL NOTES:
I. FOUNDATIONS:
1. FOUNDATION DESIGN IS BASED ONALLDWABLE SOIL BEARING PRESSURES AS STATED IN A SUBSURFACE EXPLORATION REPORT NO.
66W -0W2 PREPARED BY FROEHLING 8 ROBERTSON, INC., DATED JUNE 4, 2018.
II. STRUCTURAL CONCRETE:
1. CONCRETE SHALL HAVE MINIMUM 2&DAY COMPRESSIVE STRENGTH OF KGO PSI. UNLESS NOTED OTHERWISE.
Z NORMAL -WEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 145 PCF, UNLESS NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GR60, INCLUDING TES AND STIRRUPS.
4. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
A) UNFORMED SURFACES IN CONTACT WITH THE GROUND....................... .................... ....................................................... 3-
B) FORMED SURFACES EXPOSED TO EARTH OR WEATHER...................................................... 2"
C) FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER ................................................... 11?
5. FINISHES SHALL CONFORM TO REQUIREMENTS OF ACI Mi.
III. MISCELLANEOUS:
1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH CIVIL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH
REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK
ZNO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL -ENGINEER -0F -RECORD.
3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE
STRUCTU RAL -ENGINEER -OF -RECORD.
4. OPENINGS V -4 -AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO CIVIL DRAWINGS FOR SUCH
OPENINGS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOADS APPLIED TO THE STRUCTURAL FRAMING.
CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE APPLIED.
6. DO NOT SCALE THESE DRAWINGS; USE DIMENSIONS.
7. ELEVATIONS OF TOP SLABS SHALL BE INTERPRETED AS PLUS OR MINUS WITH THE INTENT THAT THE CONTRACTOR WILL HAVE SOME
FLEXIBILITY IN THE FIELD.
GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER. THEY MAY BE ADJUSTED TO ACCOMMODATE
UNFORESEEN CONDITIONS. WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, WEEPHOLES SHOULD BE ON 8'CENT ERWITHA
MINIMUM OF 1 WEEPHOLE PER WALL. WEEPHOLES ARE TO BE COVERED ON THE OUTSIDE OF THE STRUCTURE BY A RAG MADE OF FILTER FABRIC
FILLED WITH M78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK
STATION, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES. AND THE MIDPOINT OF THE GRATE
FOR CATCH BASINS. UPON APPROVAL BY THE ENGINEER, CONTRACTOR MAY SUBSTITUTE BRICK STRUCTURES WITH PRECAST STRUCTURES,
BAR SIZE
Ld (INCHES)
HOOK LEG
3
13
7
4
17
9
5
21
11
6
26
14
7
37
16
B
43
18
9
53
23
0
65
25
11
78
28
12EVELOPMENTAL LENGTH FOR STANDARD REINFORCING
ly4 0 6'
� O.C. E. W.
RIM OF YARD INLET
MEASURED HERE
B. PIPE O.D.
CONCRETE
SLAB TOP
2' WIDE CONCRETE--\
p APRON, 6' THIC.. ., ._
8' BRICK,
BLOCK OR
PRECAST
CONCRETE
CONCRETE
BASE SLAB
' THICK.
COR STD SW -10.10
3' PVC PIPE O
4' CENTERS � /—I
i
3" k4 BARS 3'
2.
THE POURING OF BASE SLAB TO BE
ACCOMPLISHED BY FORMING.
3.
ALL YARD INLETS OVER 3'-6" IN
l l
DEPTH SHALL BE PROVIDED WITH
48"(MIN.) z 8' OPEN
STEPS AT 12" ON CENTER VERTICALLY.
THROAT EACH
FLUSH
SIDE, TYPICAL 4.
CONCRETE BLOCK OR JUMBO BRICK
-
WILL BE PERMITTED.
1
5.
FOR B' -O' IN DEPTH OR LESS USE B"
a
WALL OVER 8'-0" IN DEPTH USE 12'
WALL TO 6 FT. FROM TOP OF WALL,
AND B" WALL FOR THE REMAINING 6
{IST NO OR NEW 1
CP STORM SEWER
FT. OF WALL.
6.
ALL PIPES IN YARD INLET STRUCTURE
SHALL BE STRUCK EVEN WITH THE
INSIDE WALL. GROUTED AND BRUSHED
SMOOTH,
7.
WEEP HOLES SHALL BE PLACED IN BACK
WALL WITH FILTER FABRIC OR STONE
p
ON BACK SIDE.
8.
BLOCK TO BE PLACED IN ALL CORNERS
TO SUPPORT SLAB TOP ABOVE WALLS
FOR 8 -INCH ARCH OPENINGS.
9.
PRECAST STRUCTURES WILL BE
ALLOWED.
p4 ADDITIONAL
REINFORCING BARS (TYPJ
PLAN OF COVER
CT)YARD INLET DETAIL
S2 NOTTOSr
An oonawaion to k m aaordance wim all city of
gg Raleigh en&or NCDOT standards and apeafications.
ATTENTION CONTRACTORS
Canstruafon Conhae or respgnsi11 Tor theeztension of mater,
odor reuse pprovetl in mese plans, it1s responsible kr
the P Cllc UlgdleslD paTNilent el (979 99610 ee lee' and
q twenty four hours Pdor to Eeginn,ng any of their wnsWaion.
d6 FaJure to '11y,,11 City Deaarhnefis m ad n— or beginning
nwmaion, uh in ore lsw t monetary fines, antl require
r. tlnsbnetl.n fore.' or sewer bdtf s not Inspeaed as a re.
4
Failure to nil for Ins Insblaa Downstream Pluuu.� have
PermBtetl Pkns on Jobi9e, or My omen Vitiation of City of
Rakish Stantlartls will res n in a Fi a1M Possible Exclusion Imm
from q ore work In the Cily f Raleigh.
CUBIC
F00T OF
STONE
---_
FlLTE,
g^ Typ FABR
WEEP HOLE SECTION
1.3 z b
P�
1.3xb
T/3 T/3 T/3
T
OPTIONAL WALL OR SLAB CONSTRUCTION JOINT
NOT TO SCALE
1'
SEALANT I- WIDE 1/2' DEEP
_1/2^
APRON CULVERT
SLAB SLAB
1 1/4' BACKER ROD JOINT FILLER
COMPATIBLE WITH SEALANT
ISOLATION JOINT BETWEEN APRON AND CULVERT SLAB
NOT TO SCALE
OPENING TO BE
CREATED BY PRECAST
FILL VOID WITH
CEMENTITIOUS
NON -SHRINK GROUT
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RCP
FLUSH
�
WITH
INSIDE
WALL OF
a
RCP/RCBC
{IST NO OR NEW 1
CP STORM SEWER
NEW
STRUCTIIRI
NOTES
1. PROVIDE 6' MINIMUM CLEARANCE BETWEEN MAIN LINE JOINTS AND
PIPE OPENING.
(7)PIPE TIE-IN DETAIL
S2 NOTTOSQA E
15.
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pkns for Vie proposetl use have been reviewetl for general
m pli wdh appliw6k codes. Thislimdetl review antl
ioinor�npn for oonatrucdon k Amt ro k oonsaerea is repreaem
bl mmolia wth a�AM oal�Gulrements for devebpment and
cor4buaio Tire DD I. desigpn comuhants and conlraaora
._...h neepamile to mmpI w8h A app.cable Cdy, State and
Fetlerel laws The specific'euthorzaokn below is not a permit.
Fs snail 9 be oonstmed to perm9 a�Y vi kaon of city. s .11 m
eE, al kw. AA construction moat b`f in acwrtlance wim ah Local.
Sbk ,and ,= Ruks antl Regulations.
TRANSPORTATION FIELD SERVICES
URBAN
DD CKSON
In/resVuclue oonsulknts
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
(1)919-7S2-0495
(091&7112-9672
WWW, WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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PROD. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2018
DRAWING NUMBER:
S2 OF S5
WKD PROJ. NO.:
20160227.00. RA
NOTES.
1. ALL CONCRETE TO BE 4000 PSI;
MORTAR JOINTS = 1/2' f1/8
RING AND COVER
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720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
It)919-782-0495
IQ919-782-9072
W W W.WKDICKSON.COM
NO UCENSE NO.F-0374
PROFESSIONALSEAL
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CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Q
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ens br fhe poutl use have been reviewetl br general
IN.,
O Q
Mpli v�it� applicable mdse ThIs limdetl review, and
torimtlon br mnshugion b not to be censitleretl io re
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ool compience with all legal requirementsb tlevebpment t,
0o stru tion. Theyy pedy ownier, tle Rants and mntraclors
a ch re r�slN br mm a wi h al apDlicebk City, State
Intl Fetlerel laws. The specific aNhor¢atlon Cebw idsvrwt a permit,
o
All mnsimdion io ha in aaoraance with all city of
Fe7e21Y al �armrudion must tie lni zbcNcidancCe frith alliiocal,
PROJ. MGR.: S. SIGMON
Rabigh anNor NCDOT ebndard Intl specifimb—
SIM. Intl Fedeal RWas Intl RegubGons.
DESIGN BY: S. S GMON
ATTENTION CONTRACTORS
TRANSPORTATION FIELD SERVICES
Z
DRAWN BY:M. SMALUNG
The CoannWction Conlretier responalde brtha extension of water,
PUBUC UTILITIES
PROD. DATE: I MAR 2018
nnppaor reuse ase aln Mese plans.9i�sresponside br
the P EIR Utlkie�s Depa�ih mel ' S86Ii940 z91e 9, a�
,
STORMWATER
cn
DRAWING NUMBER:
q Nrenry roe, N_ prior to begmnin9 ary efthel conatmmen.
i
• ®
PIANNING¢ONING
W
S 3 o F S 5
Finagure to notify both City Oepartrrienis in ativ ury p(beginnirg
dy stmceon, vnll reyysW in the isuence oymonetary floes, Intl require
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S
FIRE
J
WKD PROJ. NO.:
o Failure to mil br Ins Ion, Install a Downstream PIu have
Pe mmea Plane on i%`�onene, ny a iter viwanon i city et
Know whaYs below.
URBAN FORESTRY
Q
20160227.00. RA
7 homl�iRuretavroa krin the City of Rel yh.aM Possible Exclusion L.
Call
SITE ACCESSIBIL
Z
before you dig.
E:

REMOVED
AD mast—tion to be in accordance with all City ai
Raleigh enNor NCDOT standards and Wadfidtions.
�eCoe Wclivn Contras or responslNe brfhe ez[ensian oiwaler,
naar reuse vDroved .n these Plana m reaponsiNe ror
hcting the P_Nic Wotks Depaehrent at (9�8 986-3409, antl
ile Public I11i181es Deparbmnt et (9t9) 996 et least
twemy roar hours vriono bee�mm�g any mmeb eonswdion.
Failure to mgh' both City Oepartrnents in aMance or beginning
sdhr lhtion olereter oar sewear Rd60esnol leape6cleE ass resole
of this notification la0ure.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGN-PLANS AUTHORIZED FOR CONSTRUCTION
?ns for11, h paoseitl use have been reviewed br generel
Npli ppl —M aNes. This limtled review antl
horizaGoa br wutrudlvn %rrot to Oe mnsitleretl Iv represent
tohlwmpll wlM aB legal requirements br tlevebpment
and
7Fa
Tnepwne^dessggnn n Rpnis and coninctois
nsi"e isw8nvws.autrizeFACo-r�musln I' Ruies antl Reguktivns.
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
STORMWATER
• O ® PIANNIN=14ING
FIRE
Know what's belURBAN FORESTRY
ow.
Call before you dig. SITE ACCESSIBILITY
WD AK
inirm WRure consUltanb
720 CORPOR/1TE CENTER DRIVE
RALEIGH. NC27607
(t)91&782-0495
(f)919-782-9672
W W W.WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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PROJ. MGR.: 5. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2015
DRAWING NUMBER:
S4 of S5
WKD PROJ. NO.:
20160227.00. RA
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NI ronalmclbn k ne k aGrordance mdm an eiry of
Raleigh eitdor NCDOT aMndattla antl speomatMna
ATTENTION CONTRACTORS
The Cons[mdion CoMrador respgn hplan,,
the extension of water,
nd/or reuse, as app tl in thaw plena. is re6440 - a rot
thntacting the PUNIC WorksoDepaMxnt at (819 996-2499, and
e Pubhc UtDKies DepaMient at (919) 996 EE lees)
Twenty four hours prior to beginning eny of their ronstmction.
Failure to notify both City Departments in a&ance of beginning
�Insbllal on otien`yy.itiertoiiref ladlias not nspeFGea and result
of Nis notification haute.
Failure to all for Inaction, tion, Install a Downstream Plu have
Raki h StandarAs mill mautl n'e Fina anE Poisoibla E-1. 2n Rom
hoin Iltture work in the CBy of Raleigh.
(:j�) STRUCTURE 7 BRICK ENDWALL
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SLOPE AS INDICATED ON PLANSuj
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END ELEVATION
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TYPICAL SECTION
ED H O
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USINS 00K0Rm PIPE D .E coBfluurEQ YETAL THRU WALL
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CONSTRUCT THE PIPE COLLAR WITH CLASS "B"
07 m
PIPE
COIeDX 0I.. E PIPE 009BLE PIPE COOOX DI SINGLE PIPE DOUBLE PIPE
m Q
OC
OR BETTER CONCRETE.
0 T 4 0 M It LY L
16" 216' 118" Y-10' 0.211 2 0.666 O.a09 16' 4'-8• tea" 2 b'�-8" a'-8" 0.981 0 8 V-11 " 0.b2 0.906
0'
18^ 2'-e" 1'-8" s e'-4. 0.b82 0.926 2' 1" s' 0.]22 0.arm t 2''6' V-8" a'-0" e'-0" e' 0' O.are 0.901 2'-3^ B " 0.60 0
2a' 2
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
B' -z• +.00e 0.501 a 1.P86 G.rl 2a" 9'A• r 0. rag 0 10' B' 0.1s 0.6a0
30" 3' B" 2- a'I e" 914^ Y -a• t.a11 0 a'-3" 1.820 0.111 90" /" 2'-0• a 6' 8'-10. 8'-10" 1.080 0.515 9'-1•
STANDARD SPECIFICATIONS.
1'-9" 2 10--10-1.895 1— 5•-0^15-10' 3 eh. 1.1a0 >b 3'-9" 2 0' 10'-0" t0'0" 1-503 0.120 a
a' 1a'
MEET 1 OF i
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(:j�) STRUCTURE 7 BRICK ENDWALL
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GENERAL NOTES:
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PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
Q
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p
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
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OC
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
• USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
SHEET 1 OF
r1
840.72
0
E
CU. YD.
12"
12"
0.352815"
12"
0.399018"12"
IF
0.4465
24"
12"
0.552630"
12"
0.656036"
12"0.764042"
12"
0.8856
48"
12"
12"
1.0126
5"
18"
18"
2.5793
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18"
18"
2.8506
66"
18"
18"
3.1307
72"
18"
18"
3.4178
�NCDOT PIPE COLLAR DETAIL
COLLAR DETAIL
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NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE
INVESTIGATION PREPARED BY FROEHLING &
ROBERTSON, INC., ON JUNE 4, 2018 (F&R PROJECT
NO. 66W-0002) FOR ALL SUBSURFACE
RECOMMENDATIONS. SOIL TEST BORING LOCATIONS
SHOWN ON PLANS ARE APPROXIMATE.
15.
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
Pb forIhproposed use have been g11iawed 1* general
Upli with app,,cade mdea. mia limiledrevieW, and
a izati0n br conslrudiOn is not to be wneideretl to represent
total mmplia dh all legal requirements brdevekpment antl
conshoa�nn: i>eI GG opetly owner, JeeZ Hants and contaaore
a Ares si0le br mmdi wM ail appIlcable Clly Bkfe
antl Federal 1a:,6. The specific aNhoraation below is trot a permit.
FeEshall E be construed k perms any vioktion of Ci sole or
eral bw. All Construction must be in accordaiwe With all Local,
Stat. and Federal RWee antl ReguMaons.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES_ -
PIANNINGrZONING
SITE
WDICKSON
roman- Inhaslructura—1tants
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
(1)91&782-0495
(8919-782-9872
W W W.WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
DRAWING NUMBER:
S5 OF S5
WKD PROJ. NO.:
20160227.00. RA

EROSION CONTROL NOTES
1. REFER TO GENERAL NOTES ON SHEET 2.
2. DISTURBED AREAS:
LOCATION SHEET AREA IAC)
RAMBLEWOOD DR EC38 EC4 1.22
3. ALL AREAS DISTURBED BY THE CONTRACTORS SHALL BE SEEDED PER THE SPECIFICATIONS SHOWN BELOW:
4. MULCH: USE SPECIFIED EROSION CONTROL BLANKET TO COVER THE SIDE SLOPES OF THE CHANNEL. APPLY 3000 LB/ACRE GRAIN STRAW AND ANCHOR STRAW ON ALL
OTHER DISTURBED AREAS.
5. REVIEW CONSTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL MEASURES.
6. CONSTRUCTION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH ENGINEER IF ALTERNATIVE
CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFICIENCY OF CONSTRUCTION.
7. CALL NC DEQ LOS AT THE RALEIGH REGIONAL OFFICE AT 919-791-4200 TO SCHEDULE PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO PROJECT ACTIVATION.
8. SELF -INSPECTIONS: CONTRACTOR TO INSTALL A RAIN GAUGE ON SITE. AN APPROVED COPY OF THE EROSION AND SEDIMENT CONTROL PLAN WITH PLACARD AND APPROVAL
LETTER AND A COPY OF THE NPDES PERMIT WITH A MINIMUM OF 30 DAYS OF SELF -INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTIL PROJECT CLOSURE BY THIS
OFFICE.
9. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING, MATERIALS LAYDOWN, SPOIL OR WASTE
AREAS.
10. ANY DEWATERING OF WORK AREAS FOR STORM DRAIN OR BANK STABILIZATION IS TO BE DONE THROUGH A SILT BAG.
EROSION CONTROI-
1. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION MEASURES OR STRUCTURES AS SOON AS PRACTICAL IN THE CONSTRUCTION PROCESS.
APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED BETWEEN THE DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE CONSTRUCTION SITE.
3. AT A MINIMUM, EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REWIRED BY LOCAL GOVERNING AGENCIES.
4. CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. DAILY REMOVAL OF
MUD/SOIL MAY BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC RIGHT-OF-WAY.
5. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE PLANS IF DRAINAGE PATTERNS CHANGE DURING
CONSTRUCTION.
6. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS. USE EFFECTIVE MEANS TO CONSERVE EXISTING ON-SITE SOIL
INCLUDING THE USE OF DIVERSION DITCHES.
7. ALL DISTURBED AREAS SHALL BE SEEDED. USE TEMPORARY PLANT COVER, MULCHING, AND/OR STRUCTURES TO CONTROL RUNOFF AND PROTECT AREAS SUBJECT TO
EROSION DURING CONSTRUCTION. CHANNEL BANKS SHALL BE SEEDED DAILY UPON COMPLETION OF FINAL GRADING.
B. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5
INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. MAINTENANCE OF SEDIMENT TRAPPING STRUCTURES SHALL BE PERFORMED AS NECESSARY PER THESE
INSPECTIONS. SILT FENCING AND DIVERSION DITCHES SHALL BE INSTALLED AS SHOWN ON EROSION CONTROL SHEETS.
9. STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED EXCEPT WHERE CONSTRUCTION ACTIVITIES SHALL BE REINITIATED WITHIN 7 CALENDAR DAYS. CONTRACTOR WILL ONLY BE ALLOWED TO DISTURB WHAT
HE CAN COMPLETE IN ONE DAY IN AREAS OF BANK STABILIZATION NOT REQUIRING BYPASS PUMPING.
10. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND
ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. CONTRACTOR SHALL REMOVE ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. A MAXIMUM OF 1000
LINEAR FEET OF STREAM MAY BE DISTURBED AT ANY ONE TIME.
11. SILT FENCING TO BE INSTALLED AROUND INDICATED SPOILS AREAS TO PREVENT LOSS OF SEDIMENT.
12. ALL NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING THE ADJACENT OFFSITE AREAS.
13. CONSTRUCTION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE, ENCROACHMENT INTO ANY WETLAND/STREAM AREAS NOT DESIGNATED AS IMPACT AREAS.
14. ACTIVITIES MUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN THE PROJECT AREA TO THE GREATEST EXTENT PRACTICABLE. REMOVAL OF VEGETATION
MUST BE LIMITED TO ONLY THAT NECESSARY FOR CONSTRUCTION OF THE CHANNEL.
15. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
z 16. ANY GRADING BEYOND THE CONSTRUCTION UMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A
N FINE.
17. PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL MEASURES.
R
� 18. THERE WILL BE PUMP AROUND USED ANYWHERE A CHANNEL IS DISTURBED.
5 19. PROVIDE SELF -INSPECTION PARAGRAPH WITH LOCATION OF WEBSITE FOR ACCESS TO INSPECTION FORM. A COPY OF THE APPROVED PLAN, PLAN APPROVAL, NPDES PERMIT
o AND COPIES OF PAST 30 DAYS SELF -INSPECTION REPORTS ARE TO BE KEPT ON SITE AT ALL TIMES.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABUSHED.
2. DISTURBED AREAS NOT AT FINAL GRADE AND LEFT IDLE FOR TWO OR MORE WEEKS, SHALL BE TEMPORARILY VEGETATED. UPON COMPLETION OF FINAL
GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 7 CALENDAR DAYS. SEEDING SHALL BE IN ACCORDANCE WITH DETAIL 3 ON SHEET ECB.
3. ALL OTHER DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY THE PERMANENT SEEDING
SPECIFICATIONS DUE TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS AND/OR DURATION OF EXPOSED DISTURBED AREAS.
4. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABUSHED. THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION IN ORDER
TO OBTAIN A CERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL REMAINING TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED.
GENERAL MAINTENANCE PLAN:
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL MEASURES AS SPECIFIED BY NOTES ON DETAILS AND ON SHEET EC2.
2. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON THE EROSION CONTROL DETAILS.
3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION ON A WEEKLY BASIS AND FOLLOWING EVERY
RUNOFF PRODUCING RAINFALL EVENT. ANY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE PRACTICE.
4. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF SEDIMENT FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET.
SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION.
5. REFER TO DETAIL SHEET EC2 FOR ADDITIONAL MAINTENANCE NOTES ON EROSION CONTROL STRUCTURES.
All �o�nte,Hion to be in a«nraance Wien an city or
Raleigh aiMfor NCDOT slandartls antl spedficanons.
ATTENTION CONTRACTORS
The Construction ContM torresponsibI brthe extension ofstater,
se nNor reuse as aPDrwed in these plain, is res
ponsibte br
ntarctiig the Public Works Deparbnent at (919 9992499, and
the Publrc Utilifles Department et (918( 986 at least
Marty bur hours prior to beginning any of their wnstruction.
Failure I. notify both City Deparbnerrts In ativance of beginning
isru 'n, will resuR In the nssua f monetary floes, and reaaulre
ofInstalWtion of an ter or sewer Nci6ties not Inspeped as a r.XU
his nocation inion.
Fa"11*-11 for ins tion,lnshlaa Dow-I-Plu have
Permkted
P.
on t�e Jobske, o m Omer Violation 1gtY of
R"' Standards will resNt In a Rne and Possible Exclusion fmm
from g re work In the City of Raleigh.
_�11�
THE CIRCLE AT NORTH
FULLS
1-440
CLIFF BENSON BELT SIX FORKS RD TO
LINE 1440 RAMP VIIB
-LASSITER j �Oa
SUMMIT CT
LAKESTONE D Q�
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P�
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LE�OOO D�
Me
RP SHEET EC3
J
A
MAY Cr
EROSION CONTROL LEGEND VICINITY MAP
LOD
PS
CM
LIMITS OF DISTURBANCE
SILT FENCE (COR STD SW -20.01)
PERMANENT SEEDING (DETAIL 3/EC6)
COIR FIBER MATTING (DETAIL 4/EC6)
CHECK DAM (COR STD SW -20.08)
TEMPORARY GRAVEL CONSTR.
ENTRANCE/EXIT (COR STD SW -20.10)
TREE PROTECTION (COR STD SW -20.02 & SW -20.03)
© INLET PROTECTION (COR STD SW -20.14)
1/1 CONSTRUCTION/SAFETY FENCE (COR STD 2/EC6)
".-�_�_.�..�.-•''
PUMP AROUND (DETAIL 1/EC6)
COFFER DAM (DETAIL 1/EC6)
SILT BAG (DETAIL 1/EC6)
®
CONSTRUCTION STAGING AREA
OW
CONCRETE WASHOUT HANDLING DEVICE
X
TREE REMOVAL
SCALE: 1'=100'
15-
Know what's below.
Call before you dig.
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Planpkarlhe n�pq be ooeea This iiranevi`ew'andl
iWai�lbn br mnstrceiKG"oa k trot to be wuMeretl to represent
ohl wmdlarwe wBh aA le oar, �qulre _ is %devebpmem and
iwtruCb 11epopedy d Hants and mnhaclors
a ehre 'Me Tor lan ewinau appgcebk city Stale
antl Fetleral larva The specific eNNrorvrkakon below is iwt a permii
Federal lm AI ConuNbonein bE in aM�ion�fCih. hip L. -I,
State and Federal Rules end ReguMtioin. Wil
TRANSPORTATION FIELD SERVICES
PLANNING40NING
URBAN
D CKSON
Inhsstructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
(1)919-782-0495
(0919-762-9672
W W W.WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSK)NALSFv1L
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PROD. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
DRAWING NUMBER:
EC1 OF EC7
WKD PROJ. NO.:
20160227.00. RA
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GENERAL ON TR TIONSEQUFNCF-
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGOIOOOO) TO
STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT [phone] TO
SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING.
3. PERFORM TREE CLEARING OPERATION.
4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT LAND DISTURBING ACTIVITY TO ONLY THE AREA
NECESSARY TO INSTALL THE PERMITTED MEASURES.
5. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER SITE INSPECTION.
6. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY -CLEARING AND
GRUBBING.
7. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER
EVERY RAINFALL EVENT.
B. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT
SITE.
9. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY.
GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80R
COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.
10. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER FINAL INSPECTION.
11. STABIUZED GRAVEL ENTRANCE/EXIT AT THE SITE SHALL BE INSTALLED AS SHOWN ON THE PLANS AND DETAILS. AFTER
ESTABLISHMENT OF THE CONSTRUCTION ENTRANCE/EXIT. ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO CLEARING AND GRUBBING.
12. ALSO PRIOR TO CLEARING AND GRUBBING/CONSTRUCTION, THE CONTRACTOR SHALL REQUEST AN ON-SITE INSPECTION BY OWNER
OR NCDEO. WHICHEVER IS APPLICABLE. UPON RECEIPT OF CERTIFICATE OF COMPLIANCE, CLEARING AND GRUBBING/CONSTRUCTION
MAY BEGIN.
13. PERFORM GRADING OPERATIONS IN A MANNER AND SEQUENCE SO AS TO REDUCE UNNECESSARY DISTURBANCE OF SURFACE COVER.
14. CONDUCT PRE -CONSTRUCTION MEETING INCLUDING OWNER/ENGINEER, ASSOCIATED CONTRACTORS AND OTHER AFFECTED PARTIES.
15. EROSION CONTROL MEASURES MAY BE PHASED -IN TO THOSE AREAS OF THE PROJECT CURRENTLY BEING WORKED ON. THE
CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS
SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO ENSURE THE INTEGRITY AND USEFULNESS OF THE PROPOSED MEASURES.
ALL RELOCATIONSHALL HAVE THE APPROVAL OF THE ENGINEER. ALL DISTURBED AREAS ALONG CHANNEL BANKS SHALL BE
STABILIZED WITH TEMPORARY SEED AND MULCH AT THE END OF EACH DAY. -
16. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE (DESPITE THE
PROPER IMPLEMENTATION AND MAINTENANCE OF EROSION CONTROL MEASURES), THE PERSON RESPONSIBLE FOR THE LAND
DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
17. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. RESTORATION MEASURES,
SEEDING AND VEGETATION WILL BE INSTALLED ALONG THE CHANNEL LENGTH AS WORK PROGRESSES.
18. ALL EXCAVATED MATERIAL MUST BE PLACED AT A MINIMUM OF 5 FT FROM CHANNEL. SILT FENCES MUST BE INSTALLED AROUND
ALL STOCKPILE AREAS.
19. TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED GRASSED AREAS AT THE TOP OF THE CHANNEL BANKS WILL BE IN
ACCORDANCE WITH THE SEEDING AND MULCHING SPECIFICATION AS SHOWN ON THE EROSION CONTROL PLANS AND IN THE PROJECT
MANUAL
20. IN GENERAL, CONSTRUCTION SHALL PROCEED FROM AN DOWNSTREAM TO UPSTREAM DIRECTION.
21. PROPOSED CHANNEL EXCAVATION AND GRADING SHALL BE PERFORMED USING EQUIPMENT FROM OUTSIDE OF THE EXISTING CHANNEL
WHERE POSSIBLE. TEMPORARY CROSSINGS WILL BE USED AT LOCATIONS SPECIFIED ON THE PLANS CROSSINGS MAY BE ADDED OR
RELOCATED UPON APPROVAL FROM THE ENGINEER.
22. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN, AND SHALL NOT DAMAGE SUCH TREES IN ANY WAY.
23. ROUGH GRADING OF CHANNEL SHALL BE PERFORMED PRIOR TO INSTALLATION OF ROCK STRUCTURES OR CULVERT CROSSINGS.
PRIOR TO INSTALLING ROCK STRUCTURES OBTAIN APPROVAL OF THE ENGINEER ON ROUGH GRADING.
24. UPON INSTALLATION OF ROCK AND OTHER STRUCTURES, OBTAIN APPROVAL OF ENGINEER PRIOR TO FINE GRADING.
25. IT SHALL BE UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION ANY WORK THAT WOULD NATURALLY BE REQUIRED TO
COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK.
26. ESTABLISH RIPARIAN VEGETATION AS SHOWN ONT
DE AILS AND EROSION CONTROL MATTING PER DETAIL 4 C6 AND
MANUFACTURER'S SPECIFICATIONS. �
27. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER GROUND COVER IS ESTABUSHED AND APPROVAL IS GRANTED FROM THE
CITY INSPECTORS AND THE ENGINEER.
MAINTENANCE
FOLLOW THE CONSTRUCTION SEQUENCE THROUGHOUT PROJECT DEVELOPMENT. ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES
MUST BE INSTALLED, MAINTAINED AND ADJUSTED AS NEEDED DURING THE DEMOUTION OR CLEARING AND GRUBBING PHASES AS WELL
AS THROUGHOUT THE LIFE OF AND UNTIL PERMANENT VEGETATION ON THE PROJECT IS ESTABLISHED. WHEN CHANGES IN CONSTRUCTION
'ACTIVITIES ARE NEEDED, AMEND THE SEQUENCE SCHEDULE IN ADVANCE TO MAINTAIN MANAGEMENT CONTROL
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT (SPCA) WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAIUNG THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1,20 0. TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, A COMBINED
FORM IS NOW AVAILABLE THE NEW FORM WAS DEVELOPED TO SATISFY THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL
ACT AND THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000. BEGINNING AUGUST 1. 2013. THE DIVISION OF
ENERGY, MINERAL, AND LAND RESOURCES IS RESPONSIBLE FOR ADMINISTERING BOTH THE SPCA AND THE NPDES STORMWATER PERMIT
FOR CONSTRUCTION ACTVII ES, NCG 010000. THE COMBINED FORM SHOULD MAKE IT EASIER TO COMPLY WITH SELF -INSPECTION
REQUIREMENTS.
THE COMBINED SELF -MONITORING FORM IS AVAILABLE AS A PDF AND WORD DOCUMENT FROM THE LAND QUAUTY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS, PLEASE CONTACT THE LAND QUALITY SECTION AT A NCDEQ REGIONAL OFFICE AT 919-791-4200.
IF THE SAME PERSON CONDUCTS THE LAND DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW
OR WAST_ ACTIVITY SHALL CONSTITUTE PART OF THE LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY. IS
REGULATED UNDER THE MINING ACT OF 1971. OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE
LAND -DISTURBING ACTVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL
BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION
CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT.
1. THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY BY THE CONTRACTOR TO MAINTAIN ALL PRACTICES AS DESIGNED. ALSO PER NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) GENERAL STORMWATER PERMIT, A RAIN GAUGE MUST BE INSTALLED ON SITE. THE RAIN GAUGE MUST
BE KEPT ONSITE AND INSPECTIONS BY THE CONTRACTOR MUST BE MADE AND LOGGED AFTER EVERY HALF INCH OF RAINFALL AND
ONCE A 'WEEK.
2. THECONTRACTOR SHALL REMOVE SEDIMENT FROM EROSION CONTROL DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY
50" FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOLS NO LONGER DRAINS PROPERLY.
3. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. SILT
FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. THE CONTRACTOR SHALL FERTILIZE, RESEED AS NECESSARY, AND MULCH ALL SEEDED AREAS ACCORDING TO SPECIFICATIONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. THE CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES OR OTHER AREAS WITHIN 7 TO 14 DAYS OR SOONER OF
COMPLETION OF ANY PHASE OF GRADING. REFER TO THE LATEST NPDES RULES DATED AUGUST 2011 FOR MORE INFORMATION ON
GROUND STABILIZATION REQUIREMENTS. PERMANENT GROUND COVER IS TO BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 7 TO
14 DAYS OR SOONER FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
Af mn6tmctlon to be In a n,Iard an ap all City of
Raleigh and/or NCDOT skntlartls and fipedfi®lions.
ATTENTION CONTRACTORS
T Corsbuctbn Conbedor responsible for the extension of water,
dinNar ream, asapGr etl inthese plans is ree br
lg the Pu I` WorLCsoDeparlment at 19 9 996-4291" antl
Me PUNIC UtilBies Deparhnent et (9191996 at leaal
twenty bur hours prior to beginning any of their construction.
Fagure to nobly both Cily Departments in advance of beginning
mnstrucdan, will resu9 in the Issua f monetary fines, antl require
osbllation of any ler or sewer IaciXties no! inspected as a resat
f this notifation failure.
Failure to all for Ins a lion, Instalaa Downstream Pluq� have
Petmitled Plans on lbe Jobsite, or ray other Viol Bon rrI City o1
WW I.ralards will reaultlt ins FIrle arM Possible Exclusionfrom
Imre ra work in the City (Raleigh.
RIP RAP (6.151
CONSTRUCTION SPECIFICATIONS
SUBGRADE PREPARATION - PREPARE THE SUBGRADE FOR RIP RAP AND FILTER TO THE REQUIRED UNES AND GRADES SHOWN ON THE
PLANS. COMPACT ANY FILL REWIRED IN THE SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING UNDISTURBED
MATERIAL OR OVERFILL DEPRESSIONS WITH RIP RAP. REMOVE BRUSH, TREES, STUMPS AND OTHER OBJECTION& MATERIAL CUT THE
SU13GRADE SUFFICIENTLY DEEP THAT THE FINISHED GRADE OF THE RIP RAP WILL BE AT THE ELEVATION OF THE SURROUNDING AREA.
CHANNELS SHOULD BE EXCAVATED SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIP RAP IN A MANNER SUCH THAT THE FINISHED INSIDE
DIMENSIONS AND GRADE OF THE RIP RAP MEET DESIGN SPECIFICATIONS.
SAND AND GRAVEL FILTER BLANKET - PLACE THE FILTER BLANKET IMMEDIATELY AFTER THE GROUND FOUNDATION IS PREPARED. FOR
GRAVEL, SPREAD FILTER STONE IN A UNIFORM LAYER TO THE SPECIFIED DEPTH. WHERE MORE THAN ONE LAYER OF FILTER MATERIAL IS
USED, SPREAD THE LAYERS WITH MINIMAL MIXING.
SYNTHETIC FILTER FABRIC - PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT LEAST 12
INCHES, AND SPACE ANCHOR PINS EVERY 3 FT ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM OF 12 INCHES
BELOW GROUND AND WHERE NECESSARY, BURY THE LOWER END OF THE CLOTH OR OVERLAP WITH THE NEXT SECTION AS REWIRED. TAKE
CARE NOT TO DAMAGE THE CLOTH WHEN PLACING RIP RAP. IF DAMAGE OCCURS REMOVE THE RIP RAP AND REPAIR THE SHEET BY
ADDING ANOTHER LAYER OF FILTER MATERIAL WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGED AREA. IF EXTENSIVE
DAMAGE IS SUSPECTED, REMOVE AND REPLACE THE ENTIRE SHEET.
WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4-LNCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED TO
PROTECT THE FILTER CLOTH.
STONE PLACEMENT - PLACEMENT OF RIP RAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER. PLACE RIP RAP SO THAT
IT FORMS A DENSE, WELL -GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE
MASS MAYBE OBTAINED BY SELECTIVE LOADING AT THE QUARRY AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE RIP RAP
TO ITS FULL THICKNESS IN ONE OPERATION. DO NOT PLACE RIP RAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE
SEGREGATION OF STONE SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLYING BASE OR FILTER WHEN PLACING THE STONES.
THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE STONES. HAND PLACING MAY BE
NECESSARY TO ACHIEVE THE PROPER DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELY SMOOTH. UNIFORM SURFACE. THE
FINISHED GRADE OF THE RIP RAP SHOULD BLEND WITH THE SURROUNDING AREA NO OVERFALL OR PROTRUSION OF RIP RAP SHOULD BE
APPARENT.
MAINTENANCE
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION
TO THE OUTLET AND INLET SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD
CROSSINGS AND LOOK FOR INDICATIONS OF PIPING. SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL
VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR DURING
WT -OF -BANK FLOW. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
AND GRADING (6.02)-
CONSTRUCTION SPECIFICATIONS
1. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE
APPROVED SEDIMENTATION CONTROL PLAN AND CONSTRUCTION SCHEDULE.
2. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF ALL
CRITICAL AREAS.
3. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 2 INCHES BEFORE PLACING TOPSOIL.
4. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD
AFFECT THE PLANNED STABIUTY OF THE FILL
5. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER MATERIALS
INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
6. PLACE ALL FILL IN LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS,AND COMPACT THE LAYERS AS REQUIRED TO REDUCE EROSION,
SLIPPAGE SETTLEMENT, OR OTHER RELATED PROBLEMS.
7. DO NOT INCORPORATE FROZEN MATERIAL OR SOFT OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES.
8. DO NOT PLACE FILL ON A FROZEN FOUNDATION, DUE TO POSSIBLE SUBSIDENCE AND SLIPPAGE.
9. KEEP DIVERSIONS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT.
10. HANDLE SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE PATH APPROVED METHODS.
11. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE GRADING
PLAN PER NPDES SOIL STABILIZATION TIME FRAMES.
12. SHOW TOPSOIL STOCKPILES, BORROW AREAS, AND SPOIL AREAS ON THE PLANS, AND MAKE SURE THEY ARE ADEQUATELY PROTECTED
FROM EROSION. INCLUDE FINAL STABILIZATION OF THESE AREAS IN THE PLAN.
MAINTENANCE
PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER
HEAVY RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSION AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUTS OR
BREAKS OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT GULLIES
IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION CONTROL PLAN,
GRASS -LINED CHANNELS (630
CONSTRUCTION SPECIFICATIONS
1. REMOVE ALL TREES BRUSH STUMPS AND OTHER E OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA AND DISPOSE OF
PROPERLY.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT UNES AND DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2 -FT OVERCUT AROUND
THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY.
4. THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY OF THE CONDITIONS AND SELECTION
OF SPECIES. PROTECT THE CHANNEL WITH MULCH OR A TEMPORARY LINER SUFFICIENT TO WITHSTAND ANTICIPATED VELOCITIES
DURING THE ESTABUSHMENT PERIOD.
MAINTENANCE
DURING THE ESTABUSHMENT PERIOD, CHECK GRASS-UNED CHANNELS AFTER EVERY RAINFALL AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY
IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES.
REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY,
VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
VF - TAT PAN (N DNR
6,111 -
SEEDING SCHEDULE:
SHOULDERS, SIDE DITCHES, SLOPES (3:1)
DATE TYPE
PLANTING RATE
AUG 15-NOV 1 TALL FESCUE
250 LBS/ACRE
NOV 1- MAR 1 TALL FESCUE
& ABRUZZI RYE
250 LBS/ACRE
25 LBS/ACRE
MAR 1 -APR 15 TALLFESCUE
250 LBS/ACRE
APR 15 -JUN 15 HULLED COMMON BERMUDAGRASS
12 LBS/ACRE
TALL FESCUE
IUN15-AUG15 & BROWNTOP MILLET-
ORSORGHUM-SUDAN HYBRIDS-
250 LBS/ACRE
35 LBS/ACRE
30 LBS/ACRE
SLOPES 3:1 TO 2:1
MAR 1 - JUN 1 SERICEA LESPEDEZA(SCARI FI ED)
AND
50 LBS/ACRE
(MAR 1 -APR 15) ADDTALLFESCUE
250 LBS/ACRE
(MAR 1 -JUN 30) OR ADD WEEPING LOVEGRASS
5LBS/ACRE
(MAR 1 -JUN 30) OR ADD HULLED COMMON BERMUDAGRASS
8 LBS/ACRE
TALLFESCUEe
JUN 1 -SEPI & BROWNTOP MILLET-
ORSORGHUM-SUDAN HYBRIDS...
ZSOLBS/ACRE
35 LBS/ACRE
30 LBS/ACRE
SEP1-MAR T SERICEALESPEDEZA(UNHULLED-UNSCARIFIED) 70 LBS/ACRE
&TALLFESCUE 250 LBS/ACRE
(NOV1-MAR 1) ADDABRLIZZI RYE
25 LBS/ACRE
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15,
ADD 40 LB/ACRE RYE GRAIN.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS: OTHER SEEDING
RATE COMBINATIONS ARE POSSIBLE.
a^TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO
GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE, FESCUE MAY BE SHADED OUT.
SEEDING SPECIFICATIONS
1. AFTER ROUGH GRADING IS COMPLETED, TILL SOIL IN AREAS TO BE SEEDED AND PLANTED TO A DEPTH OF SIX INCHES.
2. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE TO DISTURBED AREAS TO BE VEGETATED.
2.1. 135 LBS UMESTONEA000 SO FT (3 TONS/ACRE) OR BASED ON SOIL TEST
2.2. 35 LBS 10-10-10 FERTIUZER/1000 SO FT (1500 LBS/ACRE)
2.3. 40 LBS 50% SUPERPHOSPHATE/1000 SO FT (1750 LBS/ACRE)
3. DISK NUTRIENTS INTO SOIL TO A DEPTH OF SIX INCHES UNTIL SURFACE IS UNIFORM AND FREE OF LARGE DIRT CLODS.
4. SEEDING PERMANENT GRASS.
4.1. 3.0 LBS KY -31 TALL FESCUE/1000 SQ FT (130 LBS/ACRE) DURING FEBRUARY 15 THROUGH MAY 15 OR AUGUST 15 THROUGH
NOVEMBER 15. -OR- 3.0 LBS KY -31 TALL FESCUE AND 2.0 LBS ANNUAL RYEGRASS/1000 SQ FT DURING NOVEMBER 15
THROUGH FEBRUARY 15.
5. MULCH SEEDED AREA WITH SMALL GRAIN STRAW AT 90 LBS/1000 SQ FT (2 TONS/ACRE). SPREAD UNIFORMLY. APPROXIMATELY 1/2
OF GROUND SURFACE SHOULD BE VISIBLE TO AVOID BLOCKING SUNLIGHT TO SEEDLINGS. ON AREAS WHERE THE GROUND SURFACE
EQUALS OR EXCEEDS A 3:1 SLOPE, AND IN THE INVERTS OF ALL DRAINAGE SWALES, TACK MULCH WITH ASPHALT EMULSION AT A
RATE OF 450 GALLONS EMULSION PER ACRE OF STRAW.
6. MULCH AROUND SHRUBBERY AND TREES WITH PINE STRAW TO DEPTH OF 3 INCHES.
7. TEMPORARY COVER
7.1. 1.0 LBS BROWN TOP MLLLET/1000 SO FT MAY THROUGH AUGUST 25. -OR- 1.0 LBS ANNUAL RYEGRASS/10DO SO FT AUGUST 25
THROUGH APRIL
B. REFER TO SHEET EC6 FOR FURTHER DETAIL ON THE TEMPORARY AND PERMANENT VEGETATION SEEDBED PREPARATION.
TOPSOILINC (6 04):
CONSTRUCTION SPECIFICATIONS
MATERIALS
1. DETERMINE WHETHER THE QUALITY AND QUANTITY OF AVAILABLE TOPSOIL JUSTIFIES SELECTIVE HANDUNG. OUAUTY TOPSOIL HAS THE
FOLLOWING CHARACTERISTICS:
1.1. TEXTURE - LOAM, SANDY LOAM, AND SUIT LOAM ARE BEST; SANDY CLAY LOAM, SILTY CLAY LOAM, CLAY LOAM, AND LOAMY
SAND ARE FAIR. DO NOT USE HEAVY CLAY AND ORGANIC SOILS SUCH AS PEAT OR MUCK AS TOPSOIL
1.2. ORGANIC MATTER CONTENT - (SOMETIMES REFERRED TO AS -HUMIC MATTER-) SHOULD BE GREATER THAN 1.5% BY WEIGHT.
1.3. ACIDITY - PH SHOULD BE GREATER THAN 3.6 BEFORE UMING, AND LIMING IS REQUIRED IF IT IS LESS THAN 6.0.
1.4. SOLUBLE SALTS - SHOULD BE LESS THAN 500 PPM.
1.5. SODIUM - SODIUM ADSORPTION RATIO SHOULD BE LESS THAN 12.
THE DEPTH OF MATERIAL MEETING THE ABOVE QUALIFICATIONS SHOULD BE AT LEAST 2 INCHES. SOIL FACTORS SUCH AS ROCK
FRAGMENTS, SLOPE, DEPTH TO WATER TABLE AND LAYER THICKNESS AFFECT THE EASE OF EXCAVATION AND SPREADING OF TOPSOIL
GENERALLY, THE UPPER PART OF THE SOIL, WHICH IS RICHEST IN ORGANIC MATTER, IS MOST DESIRABLE; HOWEVER, MATERIAL EXCAVATED
FROM DEEPER LAYERS MAY BE WORTH STORING IF IT MEETS THE OTHER CRITERIA LISTED ABOVE.
ORGANIC SOILS SUCH AS MUCKS AND PEATS DO NOT MAKE GOOD TOPSOIL THEY CAN BE IDENTIFIED BY THEIR EXTREMELY UGHT WEIGHT
WHEN DRY.
STRIPPING
1. STRIP TOPSOIL ONLY FROM THOSE AREAS THAT WILL BE DISTURBED BY EXCAVATION, RULING, ROAD BUILDING, OR COMPACTION BY
EQUIPMENT. A 4 TO 6 -INCH STRIPPING DEPTH IS COMMON, BUT DEPTH VARIES DEPENDING ON THE SITE. DETERMINE DEPTH OF
STRIPPING BY TAKING SOIL CORES AT SEVERAL LOCATIONS WITHIN EACH AREA TO BE STRIPPED. TOPSOIL DEPTH GENERALLY VARIES
ALONG A GRADIENT FROM HILLTOP TO TOE OF THE SLOPE. PUT SEDIMENT BASINS, DIVERSIONS, AND OTHER CONTROLS INTO PLACE
BEFORE STRIPPING.
STOCKPILING
1. SELECT STOCKPILE LOCATION TO AVOID SLOPES AND NATURAL DRAINAGEWAYS, AVOIDING TRAFFIC ROUTES. ON LARGE SITES,
RESPREADING IS EASIER AND MORE ECONOMICAL WHEN TOPSOIL IS STOCKPILED IN SMALL PILES LOCATED NEAR AREAS WHERE THEY
WILL BE USED. ALL STOCKPILE AREAS USED SHALL BE STABIUZED WITH SILT FENCE AND SEEDED PER THE LATEST NPDES RULES.
2. SEDIMENT BARRIERS - USE SEDIMENT FENCES OR OTHER BARRIERS WHERE NECESSARY TO RETAIN SEDIMENT.
3. TEMPORARY SEEDING - PROTECT TOPSOIL STOCKPILES BY TEMPORARILY SEEDING PER THE LATEST NPDES RULES.
4. PERMANENT VEGETATION - IF STOCKPILES WALL NOT BE USED WITHIN 12 MONTHS THEY MUST BE STABILIZED WITH PERMANENT
VEGETATION TO CONTROL EROSION AND WEED GROWTH.
SITE PREPARATION
1. BEFORE SPREADING TOPSOIL, ESTABUSH EROSION AND SEDIMENTATION CONTROL PRACTICES SUCH AS DIVERSIONS, BERMS, DIKES,
WATERWAYS AND SEDIMENT BASINS.
2. GRADING - MAINTAIN GRADES ON THE AREAS TO BE TOPSOILED ACCORDING TO THE APPROVED PLAN AND DO NOT ALTER THEM BY
ADDING TOPSOIL
3. UMING OF SUBSOIL - WHERE THE PH OF THE EXISTING SUBSOIL IS 6.0 OR LESS, OR THE SOIL IS COMPOSED OF HEAVY CLAYS,
INCORPORATE AGRICULTURAL LIMESTONE IN AMOUNTS RECOMMENDED BY SOIL TESTS OR SPECIFIED FOR THE SEEDING MIXTURE TO BE
USED. INCORPORATE UME TO A DEPTH OF AT LEAST 2 INCHES BY DISKING.
4. ROUGHENING - IMMEDIATELY PRIOR TO SPREADING THE TOPSOIL LOOSEN THE SUBGRADE BY DISKING OR SCARIFYING TO A DEPTH OF
AT LEAST 4 INCHES, TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL IF NO AMENDMENTS HAVE BEEN INCORPORATED, LOOSEN
THE SOIL TO A DEPTH OF AT LEAST 6 INCHES BEFORE SPREADING TOPSOIL
SPREADING TOPSOIL
1. DO NOT SPREAD TOPSOIL WHILE IT IS FROZEN OR MUDDY OR WHEN SUBGRADE IS WET OR FROZEN. CORRECT ANY IRREGULARITIES IN
THE SURFACE THAT RESULT FROM TOPSOILING OR OTHER OPERATIONS TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER
POCKETS.
2. COMPACT THE TOPSOIL ENOUGH TO ENSURE GOOD CONTACT WITH THE UNDERLYING SOIL, BUT AVOID EXCESSIVE COMPACTION. AS IT
INCREASES RUNOFF AND INHIBITS SEED GERMINATION. LIGHT PACKING WITH A ROLLER IS RECOMMENDED WHERE HIGH -MAINTENANCE
TURF IS TO BE ESTABUSHED.
3. ON SLOPES AND AREAS THAT WILL NOT BE MOWED, THE SURFACE MAY BE LEFT ROUGH AFTER SPREADING TOPSOIL A DISK MAY BE
USED TO PROMOTE BONDING AT THE INTERFACE BETWEEN TOPSOIL AND SUBSOIL
4. AFTER TOPSOIL APPLICATION, FOLLOW PROCEDURE FOR SEEDBED PREPARATION, TAKING CARE TO AVOID EXCESSIVE MIXING OF
TOPSOIL INTO THE SUBSOIL
EROSION CONTROL MATTING
SEE DETAIL 4/EC6 FOR CONSTRUCTION SPECIFICATIONS.
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL
EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING.
3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plan �arthehappldkable waEe6 Thio liml ReEtl beWe anEl
Noriration for wnMrudlon "s not to 6e mnsitleretl to represent
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total complia with aA k pal n`qulrements br tlevebpment antl
mn%re". Tns !rm , tledn consultantsand wnhadors
a i� l p1 w#n an ap fiabk City. State
dna Federal larvs. Tna specific's "mor¢ptbn beQ w isrynot a permit.
FeEerzal 1kw All Constr�udbi nmustab"� In ekciooitlati e� Nith et. Lawl,
Stale and Federal Rules antl Ra9ulation..
TRANSPORTATION FIELD SERVICES
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720 CORPORATE CENTER DRIVE
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(1)919-782-0495
(1)91&782-8672
W W W. WKDICKSON.COM
NC LICENSE NO.F-0374
PROD. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M.SMALLING
PROJ. DATE: IMAR2018
DRAWING NUMBER:
EC2 OF EC7
WKD PROJ. NO.:
20160227.00.RA
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DRAWING NUMBER:
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WKD PROJ. NO.:
20160227.00.RA

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1. DURING INTERIM GRADING PHASES CONTRACTOR SHALL INSTALL SILT FENCE ALONG
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PLAN BUT WILL BE REQUIRED BY CONTRACTOR).
ry wnwmwronmbe in awordanw with allcnyof 2. CONTRACTOR SHALL PLACE LAYER OF SAND, SCREENINGS OR FINES ON
Raleigh -tif r NCDOT:tandardsand epenirlwtiom. PAVEMENT PRIOR TO DEPOSITION OF ANY EXCAVATED MATERIAL.
ATTENTION CONTRACTORS
The con sort eu Cuomraapoprr res d a Ihesebr�[he eis responsiGe ion'
�nlading the Pud(c gnus Departmnt at (919 996-2499, and
III PuMou hours pr on to � nna.......... 4c nstruotion.
any p ginning any of
Failure Ip notiy bot^ Ciy Oepartrnems in advanw of beginning
wnatructlon, mll mre/sWt in the Issua r monetary fines, and require 0 /9
of IM1�salnotifi�banRmt, or sewert--ties not inspected es a result
Failure to roll for lnsoact Install a Downstream Plu4�have
Pemidtetl Plans on the Jobsge or a�y other Vidation oI Cily of 3 inch = 20 fL
fiom IV.Sttawo&rkrn the bygt Raleign.arM Possible Exclusion Iwm HORIZONTAL
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CONCURRENT REVIEW APPROVAL
CITU OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pows i r the proposed use nave bean reviewed far ganaral
qia wdn applkaNe wase. mie omded renew ane
Whorir"G 'n"
oonshu tion is not to be wnsitla do represent
blal wmgl wdh all kgal requ11' to tlevebpment and
wnatrucnon. The gor�oPerty owns, delipn wnsuttants and wntroctora
d forwmW wlTh all applirabk City State
and Fed..=, T11e specific aNhor¢atbn Oslo^ is not a pe-
Federallh AA ConmsGatludroionemuN tieylnl akllon�rih, ^tall Lowl,
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720 CORPORATE CENTER DRIVE
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(0919-782-0495
(Q919-782-9872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
EROSION CONTROL LEGEND
LOD
LIMITS OF DISTURBANCE
- ■ ■ ■
SILT FENCE (COR STD SW -20.01)
PS
PERMANENT SEEDING (DETAIL 3/EC6)
OCOIR
FIBER MATTING (DETAIL 4/EC6)
—/-111-y
CHECK DAM (COR STD SW -20.08)
®
TEMPORARY GRAVEL CONSTR.
ENTRANCE/EXIT (COR STD SW -20.10)
TREE PROTECTION (COR STD SW -20.02 & SW -20.03)
©
INLET PROTECTION (COR STD SW -20.14)
///
CONSTRUCTION/SAFETY FENCE (COR STD 2/EC6)
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TOP OF STREAM BANKS, AROUND TOP OF PIPES AND HEADWALLS (NOT SHOWN ON
PLAN BUT WILL BE REQUIRED BY CONTRACTOR).
ry wnwmwronmbe in awordanw with allcnyof 2. CONTRACTOR SHALL PLACE LAYER OF SAND, SCREENINGS OR FINES ON
Raleigh -tif r NCDOT:tandardsand epenirlwtiom. PAVEMENT PRIOR TO DEPOSITION OF ANY EXCAVATED MATERIAL.
ATTENTION CONTRACTORS
The con sort eu Cuomraapoprr res d a Ihesebr�[he eis responsiGe ion'
�nlading the Pud(c gnus Departmnt at (919 996-2499, and
III PuMou hours pr on to � nna.......... 4c nstruotion.
any p ginning any of
Failure Ip notiy bot^ Ciy Oepartrnems in advanw of beginning
wnatructlon, mll mre/sWt in the Issua r monetary fines, and require 0 /9
of IM1�salnotifi�banRmt, or sewert--ties not inspected es a result
Failure to roll for lnsoact Install a Downstream Plu4�have
Pemidtetl Plans on the Jobsge or a�y other Vidation oI Cily of 3 inch = 20 fL
fiom IV.Sttawo&rkrn the bygt Raleign.arM Possible Exclusion Iwm HORIZONTAL
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Call before you dig.
CONCURRENT REVIEW APPROVAL
CITU OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pows i r the proposed use nave bean reviewed far ganaral
qia wdn applkaNe wase. mie omded renew ane
Whorir"G 'n"
oonshu tion is not to be wnsitla do represent
blal wmgl wdh all kgal requ11' to tlevebpment and
wnatrucnon. The gor�oPerty owns, delipn wnsuttants and wntroctora
d forwmW wlTh all applirabk City State
and Fed..=, T11e specific aNhor¢atbn Oslo^ is not a pe-
Federallh AA ConmsGatludroionemuN tieylnl akllon�rih, ^tall Lowl,
Stale and Federal Rules and Regulations. no,Wil
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720 CORPORATE CENTER DRIVE
RALEIGH, NC27M
(0919-782-0495
(Q919-782-9872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
PUMP AROUND (DETAIL 1/EC6)
COFFER DAM (DETAIL 1/EC6)
.
SILT BAG (DETAIL 1/EC6)
®
CONSTRUCTION STAGING AREA
cw
CONCRETE WASHOUT HANDLING DEVICE
X
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50' RIPARIAN BUFFER
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1. DURING INTERIM GRADING PHASES CONTRACTOR SHALL INSTALL SILT FENCE ALONG
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PLAN BUT WILL BE REQUIRED BY CONTRACTOR).
ry wnwmwronmbe in awordanw with allcnyof 2. CONTRACTOR SHALL PLACE LAYER OF SAND, SCREENINGS OR FINES ON
Raleigh -tif r NCDOT:tandardsand epenirlwtiom. PAVEMENT PRIOR TO DEPOSITION OF ANY EXCAVATED MATERIAL.
ATTENTION CONTRACTORS
The con sort eu Cuomraapoprr res d a Ihesebr�[he eis responsiGe ion'
�nlading the Pud(c gnus Departmnt at (919 996-2499, and
III PuMou hours pr on to � nna.......... 4c nstruotion.
any p ginning any of
Failure Ip notiy bot^ Ciy Oepartrnems in advanw of beginning
wnatructlon, mll mre/sWt in the Issua r monetary fines, and require 0 /9
of IM1�salnotifi�banRmt, or sewert--ties not inspected es a result
Failure to roll for lnsoact Install a Downstream Plu4�have
Pemidtetl Plans on the Jobsge or a�y other Vidation oI Cily of 3 inch = 20 fL
fiom IV.Sttawo&rkrn the bygt Raleign.arM Possible Exclusion Iwm HORIZONTAL
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Call before you dig.
CONCURRENT REVIEW APPROVAL
CITU OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pows i r the proposed use nave bean reviewed far ganaral
qia wdn applkaNe wase. mie omded renew ane
Whorir"G 'n"
oonshu tion is not to be wnsitla do represent
blal wmgl wdh all kgal requ11' to tlevebpment and
wnatrucnon. The gor�oPerty owns, delipn wnsuttants and wntroctora
d forwmW wlTh all applirabk City State
and Fed..=, T11e specific aNhor¢atbn Oslo^ is not a pe-
Federallh AA ConmsGatludroionemuN tieylnl akllon�rih, ^tall Lowl,
Stale and Federal Rules and Regulations. no,Wil
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
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720 CORPORATE CENTER DRIVE
RALEIGH, NC27M
(0919-782-0495
(Q919-782-9872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
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DRAWING NUMBER:
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TOP OF STREAM BANKS, AROUND TOP OF PIPES AND HEADWALLS (NOT SHOWN ON EROSION CONTROL LEGEND
PLAN BUT WILL BE REQUIRED BY CONTRACTOR).
2. CONTRACTOR SHALL PLACE A LAYER OF SAND, SCREENINGS OR FINES ON —LOD- LIMITS OF DISTURBANCE
PAVEMENT PRIOR TO DEPOSITION OF ANY EXCAVATED MATERIAL. ■ t ■ SILT FENCE (COR STD SW -20.01)
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CM COIR FIBER MATTING (DETAIL 4/EC6)
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® TEMPORARY GRAVEL CONSTR.
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© INLET PROTECTION (COR STD SW -20.14)
CONSTRUCTION/SAFETY FENCE (COR STD 2/EC6)
PUMP AROUND (DETAIL i/EC6)
COFFER DAM (DETAIL 1/EC6)
moonswomn to ba in aanmance wnh an clhy of
ReleighanNor NCDOT standards and spedfiestidme, . SILT BAG (DETAIL 1/EC6)
ATTENTION CONTRACTORS
® CONSTRUCTION STAGING AREA
The const V., Comm"asreapgnside rorthe earendon or warer, •
se gor re�sa, as
emasealms, Isn,aponsidaror cw CONCRETE WASHOUT HANDLING DEVICE
Me P in"c tlnlh ag s�Deparrh
%P..,— (919 996d66� at X09, and
twenty four hours prior to beginning any of then censleaston.
Failure tq notify both City Depa I.inaWante of beginning
mnstructron, will result in the iswance of nwnela, fines, ane require 0 /0 20 'y0 �/
otanaronora ter or sewer raanesnt-,drd asa—ft x TREE REMOVAL
fassnotlfioatoaa�re.
Failure mall aforins InstallaDownstreamPI, have KnOWWhat'sbelOW.
permdtcd Alanson �e Jots'ne o any other Violation o%eity of 1 inch = 20 fL 30' RIPARIAN BUFFER
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T-yM' 50' RIPARIAN BUFFER y g•
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plena for the purposed use have '91.1 Zft e'eV, for general
Nhplum M appbcade mtles. mdetl ew a press
torizztipn for construction is not to be mnsitlered to re rR
otal compha wtth all legal regmrements for tlevelopmi nt antl
construct—Ther por�operty mar, aess��g consultants aM comractors
spo id kr mm wah an apoi b" Cdy, Slate
antl F Ee21laws. TTe specific l.urhmL eoion Delow isrynot a pannit.
Federal kw a-,=,t,
Consria�onemua Z in alecin�oitlanrC•e� Wdhtall Lawl,
Slate antl Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
URBAN FORESTRY
SITE ACCESSIBILITY
WVD CKSON
infrosbucturee -mu ltenh
720 CORPORATE CENTER DRNE
RALEIGH, NC 27607
(t)919-782-0496
(1)919.782-9672
WWW.WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSEAL
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1,I -ON BLOCK ON EACH B DE OF THE STRUCTURE
ON TS S DE IN THE BOTTOM ROW ro ALLOW POOL
DRAINAGE PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM GRAN FOR LATERK SUPPORT
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DRAWING TITLE:
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MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
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'NO.1 DATE DESCRIPTION BY
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REVISION RECORD
'NO.1 DATE DESCRIPTION BY
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F
CLAS NTAKE HOSE
A
STONE PUMP
AROUND
_ PUMP
DAM
F�,�HOSEE
DBE
CLASS A STONE 1 GEOTEXTILE FABRIC
DISCHARGE
EXISTING HOSE
GROUND COVER SCHEDULE
GROUND
STABILIZATION TIME FRAME STABIUZAT10N TIME FRAME EXCEPTIONS
_ 15TOW y
STABILIZED
KGHOUWITYWATER(HOAIZONES
OUTFALL
SLOPES STEEPER THAN 3:1
CLASS A
SLOPES ]:1 OR FLATTER
STONE
IXISTIN0
oEOTO . FMwC
CHANNEL BOF OIASSA siONE
POLYETHYLENE
MEMBRANE ON FACE 20
91Lr BAG PROFILE
3'-0' LEVEL WITH TOP OF
MIL THICK
BANK OR AS
O
NECESSARY
1 WA
7
]I
CLASS 1 RIP RAP, NJ
BARRIER OR OTHER
APPROVED OTHER
(IF USING RIP RAP
DOWNSTREAM, SLDPE NO
GREATER THAN 2:1)
NOTE:
SANDBAGS, CLASS 1 RIP RAP CONTRACTOR SHALL FOLLOW
OR OTHER NON -ERODIBLE CONSTRUCTION SEQUENCE AS NOTED ON
MATERIAL CONTRACT DRAVv1NGS.
GEOTEXTILE FABRIC
COFFER WM
NOTES:
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF
CHANNEL
2COFFER DAMS SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
3. THECONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE
WORKING DAY.A MAXIMUM OF IOW FEET MAYBE DISTURBED AT ANY ONE TIME
4. THE PUMP -AROUND PUMP SHOULD ADEQUATELY CONVEY MINIMUM 45() GALLONS I
MINUTE
S. PERFORMANCE q=45D GPM ONLY
S. COFFER DAM MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS SUCH AS
SANDBAGS.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STILLING BASIN AND STABIUZED OUTFALL USING CLASS A RIP RAP AT THE
DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.
2 THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
PIPING THAT WALL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK AR EA TO
THE STABIUZED OUTFALL.
3. INSTALL UPSTREAM COFFERDAM AND BEGIN PUMPING OPERATIONS FOR STREAM
DIVERSION.
4. INSTALL THE DOWNSTREAM COFFERDAM AND DEWATERING PUMPING APPARATUS IF
NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS
PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER
WILL ALSO BE PUMPED TOM OUTFALL STABILIZED WITH CLASS A RIP RAP.
5. THE CONTRACTOR WILL PERFORM CHANNEL WORK IN ACCORDANCE WITH THE PLAN
AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
S. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF THE COFFER DAM WHEN DEWATERING AREA, ALL DIRTY WATER MUST
BE PUMPED THROUGH A SILT BAG. REMOVE COFFER DAMS, PUMPS, AND TEMPORARY
FLEXIBLE HOSE/PIPING STARTING WITH THE DOWNSTREAM COFFER DAM FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND COFFERDAMS
AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
e ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING COFFER DAMS.
PUMP AROUND DETAIL
EC6 NOTTOSCALE
A9 mnshudion to be m acmraanm vdtn all City of
Raleigh -n ,r NCDOT ataTd,ni, and apedfimtions.
ATTENTION CONTRACTORS
me Constmdion COMmdor responsible br Ina a#ension of water,
m angor room, as apptu a In mese pans, la reaponaiNe br
teitin9 the PPbi, Works DepaNnerR at (919 x963409, antl
ten ublouuhours De� Mat (919)996 Tat—tmn.
ry poor g!nning any of
Failure to notify both CRy DepaMlenis in ativance of beginning
mnsbudion, vnll reYsull'm [he rssua f monetary fines, antl require
or thl alnotA,.tl nnfaAyreer or wmr Faalitiea oat inspedetl as a rewX
F..1 t. .11 br Insppst Install a Downstream Pluy� have
P 'Had Pkns On the Jobsite,o ne ther Violation. City of
RaleiQh StantlarCs will result in a Fi antl Possible Exclusion Som
kom fiAure work m the Cay of Raleigh.
GEOTEXTILE FABRIC
/FSAEBCRU1RIOYANCHWIC POST WITH
WIRE TIES
EXISTING
GROUND LINE
SECTION
VARIABLE AS DIRECTED BY THE ENGINEER (10' MAX) ATTACH GEOTEXTILE
TO STEEL POSTS
WITH WIRE OR OTHER
GEOTEXTILE SHALL BE ATTACHED TO WOOD ACCEPTABLE MEANS
POSTS WITH ONE 2" GALVANIZED WIRE STAPLE
ACROSS EACH CABLE
t L-'LLl..II LLLLLL_I.L LL ...II.
L "- LLLLLLLLLILLL LLLL L_L I t_L
! LLLLLLLLLLLLLLLLLLLL..LLL_LL..LL.._LL_LL. L
.L. I_L!_LLLLLL.I_L.LLLL_LLLLLLLL....I_L...1_L_...I..L...I..I.. .i.
LLLLLLL.I_L_:..L LLLLLL LLL L.L.I__LL_L.I....LL
LLLLLLLLLLL_LLLLLLLLLLLL_LL_Lt__LL._LL
LL_LLLI_I_L_LI_LI_L LI.LLLL LLL._LL _t_L._LL _t_I_ '.I
L(_...LL..L_LLLL:_L_LL LLLLLL_LL_LL_L_L_LL.'
Ow+/.T FENCE TO BE ULTRAVIOLETTLr 4
"' 3 41 1 POLYPROPYLENE OR
LI POLYETHYLENE YARN OF LJ
MANUFACTURER TO BE
APPROVED BY ENGINEER
NOTES: ELEVATION
1. POLYETHYLENE OR POLYPROPYLENE FENCE SHALL BE A HIGHLY VISIBLE PRECONSTRUCTED
SAFETY FENCE APPROVED BY THE ENGINEER. THE FENCE MATERIAL SHALL HAVEAN ULTRAVIOLET
COATING.
2. EITHER WOOD POSTS OR STEEL POSTS MAYBE USED. WOOD POSTS SHALL BE HARDWOOD WITH A
WEDGE OR PENCIL TIP ATONE END, AND SHALL BEAT LEAST 5 FT. IN LENGTH WITH A MINIMUM
NOMINAL Z' X 2' CROSS SECTION. STEEL POSTS SHALL BEAT LEAST 5 FT. IN LENGTH, AND HAVE A
MINIMUM WEIGHT OF 0.85 LBIFT OF LENGTH.
3. POSTS SHALL BE SET AT A MAXIMUM SPACING OF 10 FT., MAINTAINED IN A VERTICAL POSITION AND
HAND SET OR SET WITH A POST DRIVER. POSTS SHALL BE INSTALLED A MINIMUM OF 2 FT. INTO THE
GROUND. IF HAND SET. ALL BACKFILL MATERIAL SHALL BE THOROUGHLY TAMPED. WOOD POSTS
MAY BE SHARPENED TO A DULL POINT IF POWER DRIVEN. POSTS DAMAGED BY POWER DRIVING
SHALL BE REMOVED AND REPLACED PRIOR TO FINAL ACCEPTANCE THE TOPS OF ALL WOOD
POSTS SHALL BE CUT AT A 30 -DEGREE ANGLE. THE WOOD POSTS MAY, AT THE OPTION OF THE
CONTRACTOR, BE CUT AT THIS ANGLE EITHER BEFORE OR AFTER THE POSTS ARE ERECTED.
SAFETY FENCE NO. DATE I REVISION
SHEET NO. I SCALE: NOT TO SCALE DWG. BY: WKD
1 OF 1 DATE 5f1BR075 PATH AND FILENAME:
SAFETY FENCE DETAIL
EC6 NDTTOSFALE
FOR PERMANENT PLANTING AND SEEDING DETAILS, REFER TO VEGETATIVE PIAN ON SHEET EC7.
3 PERMANENT PLANTING &
E26 SEEDING DETAILS
TOP OF BANK
-- KEY IN EROSION
CONTROL MATTING 0.8'
EROSION KEY IN EN BEYOND TOP OF BANK.
CONTROL MATTING FOR KEY—IN NOTES
PROPOSED AND DIMENSION SEE
BANK 0.8 BEYOND Top
OF� EXIST DETAIL 2/D3.
BANK. NOTES
FOR KEYNOTES BOTTOM CHANNEL 1. LINE ALL CHANNEL BANKS WITH EROSION
AND DIMENSION
ON SEE CONTROL MATTING. SEE DETAIL 2W FOR
DETAIL 2/D3. KEY4N DETAILS ONLY.
2 PREPARE SOIL FOR SEEDING PER
CONTRACT DOCUMENTS
3. PLACE SEED& LIGHT MULCH
4. INSTALL EROSION CONTROL MATTING OVER
SEED & MULCH
COIR FIBER MATTING
EC6 NOT TO SCALE
JU.
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans -1the p poo d Use nave been revlevrea br gena I
Nhpian with ppf aN cetlec mis landed review, an
torizelign br con9ruction k not to be mnskeretl ro mpreseM
ohl oompla ch all legal requirements br tlevebpment and
mndrud!on. The DD operry ormer tlesipp n dams and mnVadar.
sponsld br mmpll wRh a9 applimbk C9Y. Slate
am ea
FeEeral laws. The specc authorizption belory tkvnot a pennii
Feoeralgh Al Conserv Idionamu b� In a�lcitlanul Wdit etll Ltiml,
State anFederzl Rules OLIN Regulations.
TRANSPORTATION FIELD SERVICES
PUEIUC UTILITIES.
URBAN FORESTRY
SITE ACCESSIBILITY
VDICKSON
mmmun InirasWdura co Manta
720 CORPORATE CENTER DRIVE
RALEIGH, NC 276D7
(t)919-782-0495
(1)919-7a2-9672
W W W.WKDICKSON.COM
NC UCENSE NO.F-0374
PROFESSIONALSFAL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROD. DATE: MAR 2018
DRAWING NUMBER:
EC6 OF EC7
WKD PROJ. NO.:
20160227.00. RA
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GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME STABIUZAT10N TIME FRAME EXCEPTIONS
PEMMEIER DIKES, SWALES, DITCHES AND
SLOPES
)DAYS NONE
KGHOUWITYWATER(HOAIZONES
7DAY,
SLOPES STEEPER THAN 3:1
7 DAYS IF SLOPES ARE 10 Oft LESSINLENGTIAtOMENDT
STEEPER THAN 21,14 —ME ALLOWED
SLOPES ]:1 OR FLATTER
1. 7 DAYS FOR SLOPES GREATER THAN W FEET IN LENGTH
ALL OTHER MFA, H1H ROPES FIATIERI—S
THM {:1 1
14 NONEIEX— FOR PERIMETERS MD—ZONES)
FOR PERMANENT PLANTING AND SEEDING DETAILS, REFER TO VEGETATIVE PIAN ON SHEET EC7.
3 PERMANENT PLANTING &
E26 SEEDING DETAILS
TOP OF BANK
-- KEY IN EROSION
CONTROL MATTING 0.8'
EROSION KEY IN EN BEYOND TOP OF BANK.
CONTROL MATTING FOR KEY—IN NOTES
PROPOSED AND DIMENSION SEE
BANK 0.8 BEYOND Top
OF� EXIST DETAIL 2/D3.
BANK. NOTES
FOR KEYNOTES BOTTOM CHANNEL 1. LINE ALL CHANNEL BANKS WITH EROSION
AND DIMENSION
ON SEE CONTROL MATTING. SEE DETAIL 2W FOR
DETAIL 2/D3. KEY4N DETAILS ONLY.
2 PREPARE SOIL FOR SEEDING PER
CONTRACT DOCUMENTS
3. PLACE SEED& LIGHT MULCH
4. INSTALL EROSION CONTROL MATTING OVER
SEED & MULCH
COIR FIBER MATTING
EC6 NOT TO SCALE
JU.
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans -1the p poo d Use nave been revlevrea br gena I
Nhpian with ppf aN cetlec mis landed review, an
torizelign br con9ruction k not to be mnskeretl ro mpreseM
ohl oompla ch all legal requirements br tlevebpment and
mndrud!on. The DD operry ormer tlesipp n dams and mnVadar.
sponsld br mmpll wRh a9 applimbk C9Y. Slate
am ea
FeEeral laws. The specc authorizption belory tkvnot a pennii
Feoeralgh Al Conserv Idionamu b� In a�lcitlanul Wdit etll Ltiml,
State anFederzl Rules OLIN Regulations.
TRANSPORTATION FIELD SERVICES
PUEIUC UTILITIES.
URBAN FORESTRY
SITE ACCESSIBILITY
VDICKSON
mmmun InirasWdura co Manta
720 CORPORATE CENTER DRIVE
RALEIGH, NC 276D7
(t)919-782-0495
(1)919-7a2-9672
W W W.WKDICKSON.COM
NC UCENSE NO.F-0374
PROFESSIONALSFAL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROD. DATE: MAR 2018
DRAWING NUMBER:
EC6 OF EC7
WKD PROJ. NO.:
20160227.00. RA
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TEMPORARY AND PERMANENT VEGETATION SEEDBED PREPARATION:
1. PREPARATION OF SUBSOIL
1.1. COMPLETE OPERATIONS IN THE AREA TO BE SEEDED AND PREPARE SUBSOIL TO ELIMINATE UNEVEN AREAS AND LOW SPOTS. BRING SURFACE TO THE APPROXIMATE
DESIGN CONTOURS.
1.2 SCARIFY SUBSOIL TO A DEPTH OF 3 INCHES. REMOVE WEEDS, ROOTS, STONES AND FOREIGN MATERIALS 1-12 INCHES IN DIAMETER AND LARGER.
2. PLACING TOPSOIL
2.1. PLACE TOPSOIL DURING DRY WEATHER AND ON DRY UNFROZEN SUBSOIL WHERE INDICATED ON DRAWINGS.
2.2. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES. REMOVE VEGETABLE MATTER AND FOREIGN NON-ORGANIC MATERIAL FROM TOPSOIL WHILE SPREADING.
GRADE SURFACE TO PROVIDE POSITIVE DRAINAGE AND PREVENT WATER PONDING. LIGHTLY COMPACT TOPSOIL WITH AT LEAST ONE PASS OF A CULTIPACKER OR
SIMILAR EQUIPMENT
2.3. MAINTAIN THE FINISHED SURFACES BY PROTECTING, AND REPLACING TOPSOILAND SUBSOIL AS NECESSARY UNTIL THE AREA IS ACCEPTED UNDER THE CONTRACT.
3. APPLICATION OF LIME
3.1. LIMING SHALL BE DONE IMMEDIATELY AFTER GRADING HAS REACHED THE FINE GRADING STAGE, EVEN THOUGH ACTUAL SEEDING MAY NOT BE DONE UNTIL SEVERAL
MONTHS LATER.
3.2. SPREAD UME EVENLY BY MEANS OF A MECHANICAL DISTRIBUTOR.
3.3. WHEN UME IS DISTRIBUTED BY COMMERCIAL LIMING DEALERS, SALES SUPS SHOWING THE TONNAGE DELIVERED SHALL BE FILED WITH THE ENGINEER AND SHALL
SHOW THE FULL TONNAGE REQUIRED FOR THE ACRES TREATED.
3.4. INCORPORATE LIME IN THE TOP 2 TO 3 INCHES OF SOIL BY HARROWING, DISKING, OR OTHER APPROVED MEANS.
4. APPLICATION OF FERTILIZER
4.1. SPREAD FERTILIZER NOT MORE THAN 2 WEEKS IN ADVANCE OF SEEDING.
4.2. TO VERIFY APPLICATION RATE, DETERMINE ACREAGE TO BE FERTILIZED AND PROVIDE ENGINEER WITH TOTAL WEIGHT OF FERTILIZER APPLIED TO THE AREA
4.3. PROVIDE MECHANICAL SPREADER FOR EVEN DISTRIBUTION AND SPREAD HALF OF THE RATE IN ONE DIRECTION, AND THE OTHER HALF AT RIGHT ANGLES TO THE
FIRST. MIX THOROUGHLY INTO UPPER 2 TO 3 INCHES OF SOIL BY DISKING, HARROWING OR OTHER APPROVED METHODS.
5. SEEDING
5.1. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED ROLLER -SEEDER, APPROVED HAND OPERATED
MECHANICAL SEEDER OR OTHER APPROVED METHODS TO PROVID V O
PROVIDEEVEN EN OISTRIBUTI N OF SEED.
5.2 DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND
WEIGHING NOT MORE THAN 210 POUNDS PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
5.3. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING AS LISTED BELOW. DO NOT SEED AREAS IN EXCESS OF THAT WHICH CAN BE MULCHED ON SAME DAY.
5.4. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4 INCHES OF SOIL DEPTH
6. MULCHING AND MATTING
6.1. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS THEN THE FOLLOWING:
6.1.1. SLOPES FROM 0 TO 20 PERCENT BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE RATE OF NOT LESS THAN 2 TONS PER ACRE. USE TACK
TO PREVENT DISRUPTION OF MULCH.
6.1.2. SLOPES GREATER THAN 20 PERCENT MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES AT 5 FOOT INTERVALS, IMMEDIATELY AFTER
SEEDING.
6.2. OTHER TYPES OF MULCH AND ANCHORING METHODS MAYBE USED UPON APPROVAL BY THE ENGINEER.
7. PROTECTION
7.1. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER DAMAGE.
ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR IN CRITICAL AREAS, AT END OF DAY.
NPDES STABILIZATION LEGEND
® NPDES STABILIZATION AREA 1 -USE DETAIL 203 FOR AREA 1
NPDES STABILIZATION AREA 2
® NPDES STABILIZATION AREA 3
® NPDES STABILIZATION AREA 4
PLEASE SEE PLAN VIEW THAT STABILIZATION AREAS HAVE
BEEN HATCHED PER LEGEND ON SHEET.
All mnswction to be in .—stance wkh all City of
Raleigh andror NCDOT skMard, arM specifications.
ATTENTION CONTRACTORS
The Conor ren Conba v�rrore� In thesebplense"arstresponside br
cenbct ng the Public Works Department et (91911 111,14b 8, and
the PUNic Utilities Oepartrnent at (919( in, ASD at east
hventy bur hours prior to beginning any of their construction.
Failure to notify both City De rbnents in aWance of beginning
construion, will result in the is fnronetaq fines, end require
,.,nate"' no,W on ilureer or sewer Tac, fie, not inspected as a result
Failure to call for Inst/ tion, Install a Downstream PM have
Permitted Pians on tt,, Iobsae, o arry othar llolatI— of cads or
RakiUh St. dartls will neauiL in a Rl' aM Possible Excluslbn hom
hom q ore work in the Cily 1 Raleigh.
NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL
STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO
NPDES GENERAL STORMWATER PERMIT NCGO10000 ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER
PERMIT NCG010000.
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE
PLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR
PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
STABILIZATION
/O
'J
SITE AREA
STABILIZATION
TIME FRAME
AREA
DESCRIPTION
TIME FRAME
EXCEPTION
w f
Perimeter dikes,
vb�a
1
swales, ditches
7 days
USE DETAIL 2/D3
and slopes
FOR AREA 1
If slopes are 10' or
Slopes steeper
less in length and
2
than 3:1
7 days
are not steeper than
o�
2:1, 14 days are
allowed
Slopes 3:1 or
7 days for slopes
3
flatter
14 days
greater than 50' in
length
All other area
None (except as
4
With slopes
14 days
shown in chart)
flatter than 4:1
Illlllllz
PLEASE SEE PLAN VIEW THAT STABILIZATION AREAS HAVE
BEEN HATCHED PER LEGEND ON SHEET.
All mnswction to be in .—stance wkh all City of
Raleigh andror NCDOT skMard, arM specifications.
ATTENTION CONTRACTORS
The Conor ren Conba v�rrore� In thesebplense"arstresponside br
cenbct ng the Public Works Department et (91911 111,14b 8, and
the PUNic Utilities Oepartrnent at (919( in, ASD at east
hventy bur hours prior to beginning any of their construction.
Failure to notify both City De rbnents in aWance of beginning
construion, will result in the is fnronetaq fines, end require
,.,nate"' no,W on ilureer or sewer Tac, fie, not inspected as a result
Failure to call for Inst/ tion, Install a Downstream PM have
Permitted Pians on tt,, Iobsae, o arry othar llolatI— of cads or
RakiUh St. dartls will neauiL in a Rl' aM Possible Excluslbn hom
hom q ore work in the Cily 1 Raleigh.
NPDES DOCUMENTATION NOTE:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL
STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO
NPDES GENERAL STORMWATER PERMIT NCGO10000 ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER
PERMIT NCG010000.
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE
PLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR
PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
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15.
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans fon the proposed use have be... eviewed for general
ro Alia wtlh applicable codes. This limited review, and
totlrorieat,. brmm4uWon is not to be ronsiderZe torepresent
tal mmplia w9h al k oal requirements br devebpmenl aM
construction. The operty delipnconsonants andco cbn,s
a h respo side Mr co!n o wdh d applicable City, State
ds eden,l lens. Tlu -1-9
eafiauthorii shon below is not a permit.
Shell fi be ronsWetl tpermk any violation o(CiN Slate or
lee and Fe,.ral Rales aind Regulations.�rtlance With e® Local,
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PIANNINWONING
URBAN
WD CKSON
community inhaahuoture mmultents
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
(t)91&782-0495
(Q9191782-9872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFESBIONALSEAL
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PROM. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2016
DRAWING NUMBER:
EC7 OF EC7
WKD PROJ. NO.:
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15.
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Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans fon the proposed use have be... eviewed for general
ro Alia wtlh applicable codes. This limited review, and
totlrorieat,. brmm4uWon is not to be ronsiderZe torepresent
tal mmplia w9h al k oal requirements br devebpmenl aM
construction. The operty delipnconsonants andco cbn,s
a h respo side Mr co!n o wdh d applicable City, State
ds eden,l lens. Tlu -1-9
eafiauthorii shon below is not a permit.
Shell fi be ronsWetl tpermk any violation o(CiN Slate or
lee and Fe,.ral Rales aind Regulations.�rtlance With e® Local,
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PIANNINWONING
URBAN
WD CKSON
community inhaahuoture mmultents
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
(t)91&782-0495
(Q9191782-9872
W W W.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFESBIONALSEAL
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PROM. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2016
DRAWING NUMBER:
EC7 OF EC7
WKD PROJ. NO.:
20160227.00.RA
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TYPE I BAFROADE 48'X30'
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DRUM CHAMIELIZINC DEVICE
ROAD
15 WORK
AHEAD
(W20-1)
31 30'
19 / DETOUR
\ AHEAD
\ / 8
4Wx 46' 4'
\v/ 48'
® PAVEMENT
ENDS
(W8-3)
48'x 48'
@1 \ LOOSE
GRAVEL
(W8-7)
48'x 48'
© NEXT PoOIHT
(SP -40
48' x 12'
© NEXT LEFT
(SP -4L)
48' x 12'
DETOUR 16 ONE LANE
OO ROAD ® ROAD
-s) AHEAD CLOSED
30'x 24'
(W20-4) 1000 Ff
48'x 48'
(W20 3)
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9
044-9 F0 36'x 36' ROAD
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CONSTRUCTION
C AHEAD
(W20-1)
4 Fx 48'
f At mnabudion to ba in accord-wnh an Clary of
Raleigh an&or NCDOT alandards and spedfrcations
F
ATTENTION CONTRACTORS
The ConSmdion contractor respgnmN, for the extanagn orwater.
se and'ar reuse ed m these pl ICL reaponade for
the Pu Lc UtiIN sl0 panem st (9 9) 98619 x9 k 409, antl
Itwenty lour hours prior to beginnmg any of their mnshudion.
FFaail re ro inti both CRY DeparhmMs In ativanm of begin g
3 naI ction, m I raft in the Issuance of monetary fines, antl re
a iatallation of an terarsewerfacONes not inspedetl asares�uillre
Sd of this notifiptgn Zailure.
Failure to oan for Inspection, Install a Downstream Plu have
F PennUidetl Plans on Ole Jobsite, o M oNer Vioktion of City of
fr9laomll Shand., n menuofnekiur= Possible Exclusion from
48'x 48'
(N 7A)
48'x 46' ® 3
PREPARED
TO STOP
(W3-4)
48'x 48'
GENERAL NOTES
ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE CURRENT EDITION OF THE NORTH CAROUNA
DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS, THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE SAFE
AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS,
STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE MOVING, SUPPLEMENTING, COVERING OR REMOVING DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT. EXCEPT
WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
A) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL
DEVICES, SIGNS, BARRICADES, WARNINGS AND/OR CHANNELING DEVICES FOR WORK SITES AND DETOUR ROUTES AS
SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS. THE LOCATION
AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL BE APPROVED AND INSPECTED BY THE PROJECT
INSPECTOR.
B) THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT INSPECTOR PRIOR TO BEGINNING ANY WORK THAT WILL
REQUIRE THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CONTRACTOR. ALL INFORMATION MUST
BE IN WRITING TO THE ENGINEER REGARDING THE TRAFFIC CONTROL PLAN. THE CONTRACTOR IS TO NOTIFY THE
ENGINEER 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE.
C) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WIITI WELL-MAINTAINED SIGNS,
BARRICADES, WARNING AND/OR CHANNEUZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS
REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
D) IfiE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY THROUGHOUT THE
PROJECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES.
E) TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND STANDARDS
SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE OCCURRING
ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE ACTUAL FIELD
CONDITIONS. UNFORESEEN FIELD SITUATIONS MAY PREVENT THE ADAPTION OF THE PRESCRIBED TYPICAL DRAWING OR
STANDARD EXACTLY AS SHOWN. THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT,
CHANGE, AND/OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS AND/OR
STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND
EFFICIENT MANNER.
F) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN ONE
AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED,
CHANGED, OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND POSITIONING
OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE
INFORMATION WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.
G) TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE NORMALLY USED
FOR SHORT-TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A
CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWN ON
THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN
AND LEGIBLE AT ALL TIMES. INSTALL SAND BAG BALLAST, OR OTHER APPROVED DEVICES TO PREVENT MOVEMENT OF
SIGNS BY WIND OR PASSING VEHICLES AS NEEDED, SIGNS SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF
THE SIGN SHALL BE A MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE.
H) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED
SIGNS, BARRICADES, WARNING, AND/OR CHANNEUZING DEVICES ARE INSTALLED AND INSPECTED AND THEN APPROVED BY
THE PROJECT INSPECTOR AND PERMITS HAVE BEEN ACQUIRED.
I) ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFUCT WITH THE
TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY
CONSTRUCTION ACTIVITY.
J) ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS OTHERWISE
SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS.
K) THE CONTRACTOR MUST BE PREPARED TO PROVIDE FLAGGERS DURING CONSTRUCTION ACTIVITY.
L) FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT VEST, SHIRT. OR JACKET WORN AS THE OUTER LAYER
OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP/SLOW PADDLE (SEE MUTCD, PART VI, SECTION 6E. PAGE
6E-1). RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS,
PROPERLY EQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND STATIONED AT THE LOCATIONS
SPECIFIED OR AS DIRECTED BY THE ENGINEER. A FLUORESCENT CAP MAY BE REQUIRED.
M) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
N) THE CONTRACTOR SHALL CONTACT THE CITY PROJECT ENGINEER TO OBTAIN A LANE CLOSURE PERMIT AT LEAST 72
HOURS PRIOR TO LANE CLOSURE. CONTRACTOR SHALL PROVIDE EXACT LOCATION, CROSS STREET, DATES FOR LANE
CLOSURE, CONTACT PERSON, AND FAX NUMBER. STREET CLOSURES WILL REQUIRE 3 WEEKS NOTICE.
0) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT AT 919-515-2495 TO
OBTAIN A STREET CUT PERMIT.
P) THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREET TO
EXISTING CONDITIONS OR BETTER.
Q) NO WORK OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES AND/OR SPECIAL TURN LANES SHALL OCCUR DURING
THE PEAK TRAFFIC HOURS OF 7AM TO 9AM AND 4PM TO 6PM MONDAY THROUGH FRIDAY.
R) THE CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY/OBSTRUCTION PERMIT FOR ANY WORK WHICH REQUIRES THE
OBSTRUCTION OF A SIDEWALK, LANE OR STREET. COORDINATE WITH THE RIGHT-OF-WAY SERVICES PERMITTING
COORDINATOR AT [phone] OR HTTPS://RALEIGHNC.SEAkILESSDOCS.COM/F/EMERGENCYCLOSURE AT LEAST 48
HOURS IN ADVANCE FOR SIDEWALK AND LANE OBSTRUCTIONS AND AT LEAST 2 WEEKS IN ADVANCE FOR STREET
OBSTRUCTIONS.
S) PEDESTRIAN CONSIDERATIONS IN WORK ZONES
THERE ARE THREE THRESHOLD CONSIDERATIONS IN PLANNING FOR PEDESTRIAN SAFETY IN TEMPORARY TRAFFIC CONTROL
ZONES:
1) PEDESTRIANS SHOULD NOT BE LED INTO CONFLICT WORK SITE VEHICLES, EQUIPMENT DR OPERATIONS.
2) PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICTS WITH TRAFFIC MOVING THROUGH OR AROUND THE
THE WORK SITE.
3) PEDESTRIANS SHOULD BE PROVIDED WITH A SAFE, CONVENIENT TRAVEL PATH THAT REPUCATES, AS NEARLY
AS POSSIBLE, THE EXISTING PEDESTRIAN FACILITY THROUGH THE WORK SITE.
THE NEEDS OF ALL PEDESTRIANS, INCLUDING THE VISUALLY IMPAIRED, THE HEARING IMPAIRED AND THOSE WITH OTHER
PHYSICAL DISABILITIES, MUST BE ACCOMMODATED AT WORK SITES.
EVERY EFFORT SHOULD BE MADE TO SEPARATE PEDESTRIAN TRAFFIC FROM BOTH WORK SITE ACTIVITY AND ADJACENT
TRAFFIC. PROTECTIVE BARRICADES. FENCING, HANDRAILS, AND BRIDGES, TOGETHER WITH WARNING AND GUIDANCE
DEVICES AND SIGNS SHOULD BE UTIUZED SO THAT THE PASSAGEWAY FOR PEDESTRIANS IS SAFE AND WELL -DEFINED -
WHERE IT IS NECESSARY TO DIVERT PEDESTRIANS INTO THE PARKING LANE OF A STREET, APPROVED BARRICADING AND
DELINEATION SHALL BE PROVIDED TO SEPARATE THE PEDESTRIAN WALKWAY FROM THE ADJACENT TRAFFIC LANE. AT NO
TIME SHALL PEDESTRIANS BE DIVERTED INTO A PORTION OF THE STREET WHICH IS OPEN TO VEHICULAR TRAFFIC. WHEN
A SAFE PASSAGEWAY CAN BE PROVIDED AROUND A WORK SITE, SIGNING SHOULD BE USED TO DIRECT PEDESTRIANS TO
SAFE STREET CROSSINGS IN ADVANCE OF THE WORK AREA. SIGNS SHOULD BE PLACED AT THE INTERSECTIONS NEAREST
TO THE WORK SITE SO THAT PEDESTRIANS, PARTICULARLY IN HIGH TRAFFIC -VOLUME AREAS, ARE NOT CONFRONTED WITH
MID -BLOCK WORK SITES THAT WILL ENCOURAGE THEM TO WALK ALONG OR THROUGH THE WORK ZONE OR TO MAKE A
MID -BLOCK CROSSING. IT SHOULD BE RECOGNIZED THAT PEDESTRIANS GENERALLY WILL NOT RETRACE THEIR STEPS TO
MAKE A SAFE CROSSING. CONSEQUENTLY, AMPLE ADVANCE NOTIFICATIONS OF SIDEWALK CLOSURES IS IMPORTANT. IN
AREAS WHERE OVERHEAD CONSTRUCTION IS TAKING PLACE ADJACENT TO A PUBLIC PEDESTRIAN AREA, A COVERED
WALKWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTERS it AND 24 OF THE NORTH CAROLINA STATE
BUILDING CODE. WHERE PEDESTRIAN ACCESS IS TO BE MAINTAINED ACROSS AN EXCAVATION, A BRIDGE DESIGNED TO
SUPPORT A LOAD OF NOT LESS THAN 150 IBS/SQ. FT. SHALL BE CONSTRUCTED. SUITABLE RAMPS SHALL BE PROVIDED
AT EACH END AND FENCES AND HANDRAILS SHALL BE PROVIDED ALONG EACH SIDE. (SEE SECTION 2401.1 OF THE
NORTH CAROUNA STATE BUILDING CODE).
RIGHT-OF-WAY OBSTRUCTION NOTES
1. LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK OBSTRUCTION, THE CONTRACTOR OR
ENGINEER SHALL SUBMIT A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN ALONG WITH A RIGHT-OF-WAY SERVICES
APPLICATION TO REQUEST THE OBSTRUCTION PRIOR TO THE START OF WORK. RIGHTOFWAYSERVICESHRALEIGHNC.GOV FOR
APPROVAL.
2. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC
STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION.
3. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND
THE LATEST EDITION OF THE NCDOT "STANDARD SPECIFICATION FOR ROADWAY STRUCTURES", NCDOT "ROADWAY
STANDARD DRAWING MANUAL". AND THE NCDOT SUPPLEMENT TO THE MUTCD.
4. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH
MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO
BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR
ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
5. PRIOR TO THE START OF WORK, THE CUENT SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING
INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS
ARE ISSUED.
6. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
TRAFFIC CONTROL NOTES
1. PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE
TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS.
2. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT EXISTING
GRADE, MEASURED FROM THE SIDE FACING TRAFFIC.
3. MAXIMUM SPACING BETWEEN CHANNEUZING DEVICES SHALL BE 20 FT. IN TANGENT AREAS, 20 FT. IN
TAPERS, AND 10 FT. IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS.
4. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED' SIGN ATTACHED, BARRICADES SHALL BE OF
SUFFICIENT LENGTH TO CLOSE ROADWAY. ALL TYPE III BARRICADES SHALL INCLUDE FLASHING WARNING
UGHTS.
5. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED TO THRU TRAFFIC" SIGN ATTACHED,
BARRICADES SHALL BE OF SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY. CONTRACTOR SHOULD BE
AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL
CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE
CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
6. WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE,
FLAGGER(S) AND FLAGGER SYMBOL SIGN(S) (W20 -7A) SHALL BE USED AS DIRECTED BY THE PROJECT
INSPECTOR TO SLOW AND/OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA. SIGN W20 -7A
SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT.
7. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED
PAVING OPERATION.
8. INSTALL ADVANCE WARNING DEVICES FOR FULL ROAD CLOSURE.
9. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION
PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH
STEP IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE
PROCEEDING TO PHASE II; THE REOU IREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE
PROCEEDING TO STEP 2 OF PHASE 1). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL 8E
PREFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE
PERFORMED BY OTHERS.
11. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOPA
TR FFlC FOR MORE THAN 5 MINUTES AT A TIME
IN ANY ONE DIRECTION.
12, AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION
BETWEEN LANES SHALL NOT EXCEED 1 INCH.
13. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) W20 -7A MAY BE REQUIRED TO DIRECT TRAFFIC
THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND/OR CONSTRUCTION ACTIVITIES.
14. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN
OBUTERATED BY CONSTRUCTION ACTIVITIES AT THE END OF THE PROJECT CONSTRUCTION.
15. IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO
REMAIN OVERNIGHT, BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE OR USE TRAFFIC BEARING STEEL
PLATES.
16. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMUTANEOUSLY WITHIN THE SAME
AREA.
17. INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE
PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
18. CONTRACTOR TO MAINTAIN ACCESS TO RESIDENTS AT ALL TIMES.
19. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS.
20. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO RALEIGH STREET DESIGN
MANUAL" AND CONTACT PUBLIC WORKS DEPARTMENT STAFF FOR FURTHER GUIDANCE.
21. ALL SIGNAGE SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS.
22. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE CITYS
PUBUC WORKS DEPARTMENT TRA
NSPORTATN OPERATIONS DIVISION TO REVIEW EVIEW THE SPECIFIC
COMPONENTS OF THE PLAN AND OPERATION OF THESE FACILITIES DURING CONSTRUCTION.
23. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY WORK WHICH
REQUIRES THE OBSTRUCTION OF A SIDEWALK, TRAVEL LANE, OR FULL STREET FROM THE
RIGHT-OF-WAY SERVICES PERMITTING COORDINATOR AT 919-996-2483 OR
HTTP //RA 1 H AM DO 0 /F/ R N Y 0 R NO LESS THAN FORTY-EIGHT (48)
HOURS IN ADVANCE OF LANE CLOSURES. AND NO LESS THAN TWO (2) WEEKS IN ADVANCE OF STREET
CLOSURE.
24. THE CONTRACTOR MUST CONTACT THE PARKING SECTION 919-996-4047 OF TRANSPORTATION
OPERATIONS IF ANY WORK VEHICLES OR DUMPSTERS WILL OCCUPY PARKING SPACES.
25. NO PLACEMENT OF EQUIPMENT OR MATERIALS IS ALLOWED OUTSIDE OF THE APPROVED AREA.
26. THE SIDEWALK AND PAVEMENT SHALL BE FREE AND CLEAR OF DEBRIS AT ALL TIMES.
27. ALL SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED
AND/OR PEOPLE WITH MOBILTY DISABILITIES. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING
CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBUC RIGHTS OF WAY ACCESSIBILITY
GUIDEUNES (PROWAG), 201D ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
28. CONSTRUCTION FENCING SHOULD NOT ENCROACH INTO THE PUBLIC RIGHT OF WAY. IF IT DOES, IT
MUST BE MOVABLE IN CASE ADJUSTMENTS HAVE TO BE MADE. NO DRILLING, BORING OR ANY
PERMANENT FASTENING OF THE FENCE IS ALLOWED IN THE PUBLIC RIGHT OF WAY.
29. IT IS THE APPUCANYS RESPONSIBILITY TO VERIFY ANY DOWNTOWN EVENT CLOSURE DATES. NO WORK
SHALL OCCUR DURING SAID DATES. ANY FENCING SHALL BE MOVED TO ACCOMMODATE PEDESTRIANS
AND EVENTS.
30. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY THE CITY OF RALEIGH AS NEEDED DURING
CONSTRUCTION.
31. ANY DAMAGE TO THE RIGHT OF WAY SHALL BE REPAIRED PER CITY OF RALEIGH SPECIFICATIONS AT NO
COST TO THE CITY.
32. ACCESS TO ALL DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES,
33. FURTHER INFORMATION AND CONTACTS CAN BE FOUND ON WWW RALEIGHNC GOV UNDER RIGHT OF WAY
AND SIDEWALK CLOSURES". r
15.
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
Plana fon the pmpuaed use nava been raviemd for general
Wplia With applipble miles. This United review antl
mwr¢abon for mnstructlon is not ro be mnsitlered (o represent
� mmplknm wOh a0 kgal requirementator development antl
stron n. The Cpedy owner, dedo� n n tam and mntraclors
h respons Th for mm�la mTh A apol EIn Clly, State
aiM Federal laws The sped caWhogadoon bekg to perms,
Federshoe n be mristwed to palm@ any illation or city, °stag or
al kw. All Construction must bf In acmrtlanCiy ha®Loll,
Stale antl be
Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PIANNING(Z0NING
URBAN FORESTRY
SITE ACCESSIBILITY
�DICKSON
inity infrastructure mnsultaMs
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
()919-782-0495
()919-782-9672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSFJIL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
DRAWING NUMBER:
TC1 OF TC4
WKD PROJ. NO.:
20160227.00. RA
(MI A)
ROAD CLOS®
TO
THR, TRAI
(RI1-4)
O
60'X30'
TYPE II BARRICADE
O3/ ROAD
/\CLOSED
AHEAD
(W20-3)
46'x 48'
18" MINIMUM
4
E SEE
SECTION
E 6F.62
1n
J_
DRUM CHAMIELIZINC DEVICE
ROAD
15 WORK
AHEAD
(W20-1)
31 30'
19 / DETOUR
\ AHEAD
\ / 8
4Wx 46' 4'
\v/ 48'
® PAVEMENT
ENDS
(W8-3)
48'x 48'
@1 \ LOOSE
GRAVEL
(W8-7)
48'x 48'
© NEXT PoOIHT
(SP -40
48' x 12'
© NEXT LEFT
(SP -4L)
48' x 12'
DETOUR 16 ONE LANE
OO ROAD ® ROAD
-s) AHEAD CLOSED
30'x 24'
(W20-4) 1000 Ff
48'x 48'
(W20 3)
4Wx 48'
O DETOUR
8
(M4 -s u
30' x 24' O
DETOUR
9
044-9 F0 36'x 36' ROAD
Wx 24' CLOSED
10ROAD �
CONSTRUCTION
C AHEAD
(W20-1)
4 Fx 48'
f At mnabudion to ba in accord-wnh an Clary of
Raleigh an&or NCDOT alandards and spedfrcations
F
ATTENTION CONTRACTORS
The ConSmdion contractor respgnmN, for the extanagn orwater.
se and'ar reuse ed m these pl ICL reaponade for
the Pu Lc UtiIN sl0 panem st (9 9) 98619 x9 k 409, antl
Itwenty lour hours prior to beginnmg any of their mnshudion.
FFaail re ro inti both CRY DeparhmMs In ativanm of begin g
3 naI ction, m I raft in the Issuance of monetary fines, antl re
a iatallation of an terarsewerfacONes not inspedetl asares�uillre
Sd of this notifiptgn Zailure.
Failure to oan for Inspection, Install a Downstream Plu have
F PennUidetl Plans on Ole Jobsite, o M oNer Vioktion of City of
fr9laomll Shand., n menuofnekiur= Possible Exclusion from
48'x 48'
(N 7A)
48'x 46' ® 3
PREPARED
TO STOP
(W3-4)
48'x 48'
GENERAL NOTES
ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE CURRENT EDITION OF THE NORTH CAROUNA
DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS, THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE SAFE
AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS,
STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE MOVING, SUPPLEMENTING, COVERING OR REMOVING DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT. EXCEPT
WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
A) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL
DEVICES, SIGNS, BARRICADES, WARNINGS AND/OR CHANNELING DEVICES FOR WORK SITES AND DETOUR ROUTES AS
SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS. THE LOCATION
AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL BE APPROVED AND INSPECTED BY THE PROJECT
INSPECTOR.
B) THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT INSPECTOR PRIOR TO BEGINNING ANY WORK THAT WILL
REQUIRE THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CONTRACTOR. ALL INFORMATION MUST
BE IN WRITING TO THE ENGINEER REGARDING THE TRAFFIC CONTROL PLAN. THE CONTRACTOR IS TO NOTIFY THE
ENGINEER 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE.
C) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WIITI WELL-MAINTAINED SIGNS,
BARRICADES, WARNING AND/OR CHANNEUZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS
REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
D) IfiE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY THROUGHOUT THE
PROJECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES.
E) TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND STANDARDS
SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE OCCURRING
ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE ACTUAL FIELD
CONDITIONS. UNFORESEEN FIELD SITUATIONS MAY PREVENT THE ADAPTION OF THE PRESCRIBED TYPICAL DRAWING OR
STANDARD EXACTLY AS SHOWN. THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT,
CHANGE, AND/OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS AND/OR
STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND
EFFICIENT MANNER.
F) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN ONE
AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED,
CHANGED, OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND POSITIONING
OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE
INFORMATION WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.
G) TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE NORMALLY USED
FOR SHORT-TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A
CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWN ON
THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN
AND LEGIBLE AT ALL TIMES. INSTALL SAND BAG BALLAST, OR OTHER APPROVED DEVICES TO PREVENT MOVEMENT OF
SIGNS BY WIND OR PASSING VEHICLES AS NEEDED, SIGNS SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF
THE SIGN SHALL BE A MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE.
H) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED
SIGNS, BARRICADES, WARNING, AND/OR CHANNEUZING DEVICES ARE INSTALLED AND INSPECTED AND THEN APPROVED BY
THE PROJECT INSPECTOR AND PERMITS HAVE BEEN ACQUIRED.
I) ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFUCT WITH THE
TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY
CONSTRUCTION ACTIVITY.
J) ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS OTHERWISE
SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS.
K) THE CONTRACTOR MUST BE PREPARED TO PROVIDE FLAGGERS DURING CONSTRUCTION ACTIVITY.
L) FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT VEST, SHIRT. OR JACKET WORN AS THE OUTER LAYER
OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP/SLOW PADDLE (SEE MUTCD, PART VI, SECTION 6E. PAGE
6E-1). RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS,
PROPERLY EQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND STATIONED AT THE LOCATIONS
SPECIFIED OR AS DIRECTED BY THE ENGINEER. A FLUORESCENT CAP MAY BE REQUIRED.
M) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
N) THE CONTRACTOR SHALL CONTACT THE CITY PROJECT ENGINEER TO OBTAIN A LANE CLOSURE PERMIT AT LEAST 72
HOURS PRIOR TO LANE CLOSURE. CONTRACTOR SHALL PROVIDE EXACT LOCATION, CROSS STREET, DATES FOR LANE
CLOSURE, CONTACT PERSON, AND FAX NUMBER. STREET CLOSURES WILL REQUIRE 3 WEEKS NOTICE.
0) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT AT 919-515-2495 TO
OBTAIN A STREET CUT PERMIT.
P) THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREET TO
EXISTING CONDITIONS OR BETTER.
Q) NO WORK OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES AND/OR SPECIAL TURN LANES SHALL OCCUR DURING
THE PEAK TRAFFIC HOURS OF 7AM TO 9AM AND 4PM TO 6PM MONDAY THROUGH FRIDAY.
R) THE CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY/OBSTRUCTION PERMIT FOR ANY WORK WHICH REQUIRES THE
OBSTRUCTION OF A SIDEWALK, LANE OR STREET. COORDINATE WITH THE RIGHT-OF-WAY SERVICES PERMITTING
COORDINATOR AT [phone] OR HTTPS://RALEIGHNC.SEAkILESSDOCS.COM/F/EMERGENCYCLOSURE AT LEAST 48
HOURS IN ADVANCE FOR SIDEWALK AND LANE OBSTRUCTIONS AND AT LEAST 2 WEEKS IN ADVANCE FOR STREET
OBSTRUCTIONS.
S) PEDESTRIAN CONSIDERATIONS IN WORK ZONES
THERE ARE THREE THRESHOLD CONSIDERATIONS IN PLANNING FOR PEDESTRIAN SAFETY IN TEMPORARY TRAFFIC CONTROL
ZONES:
1) PEDESTRIANS SHOULD NOT BE LED INTO CONFLICT WORK SITE VEHICLES, EQUIPMENT DR OPERATIONS.
2) PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICTS WITH TRAFFIC MOVING THROUGH OR AROUND THE
THE WORK SITE.
3) PEDESTRIANS SHOULD BE PROVIDED WITH A SAFE, CONVENIENT TRAVEL PATH THAT REPUCATES, AS NEARLY
AS POSSIBLE, THE EXISTING PEDESTRIAN FACILITY THROUGH THE WORK SITE.
THE NEEDS OF ALL PEDESTRIANS, INCLUDING THE VISUALLY IMPAIRED, THE HEARING IMPAIRED AND THOSE WITH OTHER
PHYSICAL DISABILITIES, MUST BE ACCOMMODATED AT WORK SITES.
EVERY EFFORT SHOULD BE MADE TO SEPARATE PEDESTRIAN TRAFFIC FROM BOTH WORK SITE ACTIVITY AND ADJACENT
TRAFFIC. PROTECTIVE BARRICADES. FENCING, HANDRAILS, AND BRIDGES, TOGETHER WITH WARNING AND GUIDANCE
DEVICES AND SIGNS SHOULD BE UTIUZED SO THAT THE PASSAGEWAY FOR PEDESTRIANS IS SAFE AND WELL -DEFINED -
WHERE IT IS NECESSARY TO DIVERT PEDESTRIANS INTO THE PARKING LANE OF A STREET, APPROVED BARRICADING AND
DELINEATION SHALL BE PROVIDED TO SEPARATE THE PEDESTRIAN WALKWAY FROM THE ADJACENT TRAFFIC LANE. AT NO
TIME SHALL PEDESTRIANS BE DIVERTED INTO A PORTION OF THE STREET WHICH IS OPEN TO VEHICULAR TRAFFIC. WHEN
A SAFE PASSAGEWAY CAN BE PROVIDED AROUND A WORK SITE, SIGNING SHOULD BE USED TO DIRECT PEDESTRIANS TO
SAFE STREET CROSSINGS IN ADVANCE OF THE WORK AREA. SIGNS SHOULD BE PLACED AT THE INTERSECTIONS NEAREST
TO THE WORK SITE SO THAT PEDESTRIANS, PARTICULARLY IN HIGH TRAFFIC -VOLUME AREAS, ARE NOT CONFRONTED WITH
MID -BLOCK WORK SITES THAT WILL ENCOURAGE THEM TO WALK ALONG OR THROUGH THE WORK ZONE OR TO MAKE A
MID -BLOCK CROSSING. IT SHOULD BE RECOGNIZED THAT PEDESTRIANS GENERALLY WILL NOT RETRACE THEIR STEPS TO
MAKE A SAFE CROSSING. CONSEQUENTLY, AMPLE ADVANCE NOTIFICATIONS OF SIDEWALK CLOSURES IS IMPORTANT. IN
AREAS WHERE OVERHEAD CONSTRUCTION IS TAKING PLACE ADJACENT TO A PUBLIC PEDESTRIAN AREA, A COVERED
WALKWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTERS it AND 24 OF THE NORTH CAROLINA STATE
BUILDING CODE. WHERE PEDESTRIAN ACCESS IS TO BE MAINTAINED ACROSS AN EXCAVATION, A BRIDGE DESIGNED TO
SUPPORT A LOAD OF NOT LESS THAN 150 IBS/SQ. FT. SHALL BE CONSTRUCTED. SUITABLE RAMPS SHALL BE PROVIDED
AT EACH END AND FENCES AND HANDRAILS SHALL BE PROVIDED ALONG EACH SIDE. (SEE SECTION 2401.1 OF THE
NORTH CAROUNA STATE BUILDING CODE).
RIGHT-OF-WAY OBSTRUCTION NOTES
1. LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK OBSTRUCTION, THE CONTRACTOR OR
ENGINEER SHALL SUBMIT A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN ALONG WITH A RIGHT-OF-WAY SERVICES
APPLICATION TO REQUEST THE OBSTRUCTION PRIOR TO THE START OF WORK. RIGHTOFWAYSERVICESHRALEIGHNC.GOV FOR
APPROVAL.
2. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC
STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION.
3. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND
THE LATEST EDITION OF THE NCDOT "STANDARD SPECIFICATION FOR ROADWAY STRUCTURES", NCDOT "ROADWAY
STANDARD DRAWING MANUAL". AND THE NCDOT SUPPLEMENT TO THE MUTCD.
4. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH
MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO
BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR
ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
5. PRIOR TO THE START OF WORK, THE CUENT SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING
INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS
ARE ISSUED.
6. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
TRAFFIC CONTROL NOTES
1. PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE
TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS.
2. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT EXISTING
GRADE, MEASURED FROM THE SIDE FACING TRAFFIC.
3. MAXIMUM SPACING BETWEEN CHANNEUZING DEVICES SHALL BE 20 FT. IN TANGENT AREAS, 20 FT. IN
TAPERS, AND 10 FT. IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS.
4. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED' SIGN ATTACHED, BARRICADES SHALL BE OF
SUFFICIENT LENGTH TO CLOSE ROADWAY. ALL TYPE III BARRICADES SHALL INCLUDE FLASHING WARNING
UGHTS.
5. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED TO THRU TRAFFIC" SIGN ATTACHED,
BARRICADES SHALL BE OF SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY. CONTRACTOR SHOULD BE
AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL
CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE
CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
6. WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE,
FLAGGER(S) AND FLAGGER SYMBOL SIGN(S) (W20 -7A) SHALL BE USED AS DIRECTED BY THE PROJECT
INSPECTOR TO SLOW AND/OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA. SIGN W20 -7A
SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT.
7. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED
PAVING OPERATION.
8. INSTALL ADVANCE WARNING DEVICES FOR FULL ROAD CLOSURE.
9. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION
PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH
STEP IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE
PROCEEDING TO PHASE II; THE REOU IREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE
PROCEEDING TO STEP 2 OF PHASE 1). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL 8E
PREFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE
PERFORMED BY OTHERS.
11. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOPA
TR FFlC FOR MORE THAN 5 MINUTES AT A TIME
IN ANY ONE DIRECTION.
12, AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION
BETWEEN LANES SHALL NOT EXCEED 1 INCH.
13. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) W20 -7A MAY BE REQUIRED TO DIRECT TRAFFIC
THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND/OR CONSTRUCTION ACTIVITIES.
14. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN
OBUTERATED BY CONSTRUCTION ACTIVITIES AT THE END OF THE PROJECT CONSTRUCTION.
15. IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO
REMAIN OVERNIGHT, BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE OR USE TRAFFIC BEARING STEEL
PLATES.
16. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMUTANEOUSLY WITHIN THE SAME
AREA.
17. INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE
PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
18. CONTRACTOR TO MAINTAIN ACCESS TO RESIDENTS AT ALL TIMES.
19. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS.
20. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO RALEIGH STREET DESIGN
MANUAL" AND CONTACT PUBLIC WORKS DEPARTMENT STAFF FOR FURTHER GUIDANCE.
21. ALL SIGNAGE SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS.
22. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE CITYS
PUBUC WORKS DEPARTMENT TRA
NSPORTATN OPERATIONS DIVISION TO REVIEW EVIEW THE SPECIFIC
COMPONENTS OF THE PLAN AND OPERATION OF THESE FACILITIES DURING CONSTRUCTION.
23. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY WORK WHICH
REQUIRES THE OBSTRUCTION OF A SIDEWALK, TRAVEL LANE, OR FULL STREET FROM THE
RIGHT-OF-WAY SERVICES PERMITTING COORDINATOR AT 919-996-2483 OR
HTTP //RA 1 H AM DO 0 /F/ R N Y 0 R NO LESS THAN FORTY-EIGHT (48)
HOURS IN ADVANCE OF LANE CLOSURES. AND NO LESS THAN TWO (2) WEEKS IN ADVANCE OF STREET
CLOSURE.
24. THE CONTRACTOR MUST CONTACT THE PARKING SECTION 919-996-4047 OF TRANSPORTATION
OPERATIONS IF ANY WORK VEHICLES OR DUMPSTERS WILL OCCUPY PARKING SPACES.
25. NO PLACEMENT OF EQUIPMENT OR MATERIALS IS ALLOWED OUTSIDE OF THE APPROVED AREA.
26. THE SIDEWALK AND PAVEMENT SHALL BE FREE AND CLEAR OF DEBRIS AT ALL TIMES.
27. ALL SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED
AND/OR PEOPLE WITH MOBILTY DISABILITIES. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING
CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBUC RIGHTS OF WAY ACCESSIBILITY
GUIDEUNES (PROWAG), 201D ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
28. CONSTRUCTION FENCING SHOULD NOT ENCROACH INTO THE PUBLIC RIGHT OF WAY. IF IT DOES, IT
MUST BE MOVABLE IN CASE ADJUSTMENTS HAVE TO BE MADE. NO DRILLING, BORING OR ANY
PERMANENT FASTENING OF THE FENCE IS ALLOWED IN THE PUBLIC RIGHT OF WAY.
29. IT IS THE APPUCANYS RESPONSIBILITY TO VERIFY ANY DOWNTOWN EVENT CLOSURE DATES. NO WORK
SHALL OCCUR DURING SAID DATES. ANY FENCING SHALL BE MOVED TO ACCOMMODATE PEDESTRIANS
AND EVENTS.
30. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY THE CITY OF RALEIGH AS NEEDED DURING
CONSTRUCTION.
31. ANY DAMAGE TO THE RIGHT OF WAY SHALL BE REPAIRED PER CITY OF RALEIGH SPECIFICATIONS AT NO
COST TO THE CITY.
32. ACCESS TO ALL DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES,
33. FURTHER INFORMATION AND CONTACTS CAN BE FOUND ON WWW RALEIGHNC GOV UNDER RIGHT OF WAY
AND SIDEWALK CLOSURES". r
15.
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PIANS AUTHORIZED FOR CONSTRUCTION
Plana fon the pmpuaed use nava been raviemd for general
Wplia With applipble miles. This United review antl
mwr¢abon for mnstructlon is not ro be mnsitlered (o represent
� mmplknm wOh a0 kgal requirementator development antl
stron n. The Cpedy owner, dedo� n n tam and mntraclors
h respons Th for mm�la mTh A apol EIn Clly, State
aiM Federal laws The sped caWhogadoon bekg to perms,
Federshoe n be mristwed to palm@ any illation or city, °stag or
al kw. All Construction must bf In acmrtlanCiy ha®Loll,
Stale antl be
Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PIANNING(Z0NING
URBAN FORESTRY
SITE ACCESSIBILITY
�DICKSON
inity infrastructure mnsultaMs
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27607
()919-782-0495
()919-782-9672
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
PROFESSIONALSFJIL
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALLING
PROJ. DATE: MAR 2018
DRAWING NUMBER:
TC1 OF TC4
WKD PROJ. NO.:
20160227.00. RA

PHASE I
RAMBLEWOOD DRIVE ROAD CLOSURE
SCALE: 1"=200'
NOTES:
1. SEE SHEET TC1 FOR SIGN LEGEND AND NOTES.
2. ALL DETOUR SIGNS TO ADD "RAMBLEWOOD DR".
3. SEE SGP -1 IN PROJECT MANUAL FOR ROAD CLOSURE REQUIREMENTS.
4. CONTRACTOR TO MAINTAIN A MINIMUM OF ONE DRIVEWAY ACCESS OPEN
TO 401 RAMBLEWOOD DRIVE AT ALL TIMES DURING CONSTRUCTION.
All censlmction b be In acmrdance w9h a9 Cily o1
Raleigh anNor NCDOT standards and speclficaWn&
ATTENTION CONTRACTORS
The C"Mdion Comma or responsible brthe extension of water,
ceMan Rreuse p tl in these plans, is responsible br
thading the Public Works Department at 1919 996-2409, and
e Public Utilities Departnent at 1979) 996-054 at leas(
Ment, tour hours prior to beginning any of their construction.
Fan �ruchon, mil reysWti�toe Pssa u�ancece of nmo ixry fineigland re,uire
Ni.lInotificatlon hilureer or sewer hcilNas rwt inspected as a resole
acgrminea Pians' ons�i,`e ion:rte'o a^vviopiionaof ary of
�1^eifghuSeladkr the Crity of Raleigh.and Possible Exclusion hom
LEGEND
Q ® SIGN (SEE SHEET TCI)
ia-
Know
what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pkns for the prh ,d use nava been reviewed for general
pl'unce wdh appli-N. mdes. N` -.-n
limited reviews precen
tNhonzatron br censhudian is not to be wnsideretl (ore t
ool wmpliance with all legal requirements br tlevelopmenl and
censtruction. 9. perly o er de tip�ls and conhadom
ar n res 'gl for wmpp knce wh a9 appl ble city Slate
antl Fetlerel laws. The speoficulhanznoion below is not a permR,
Fo shallA be construed to pe rcany latkn or City, Slate or
eEerel la . A9 Construction must ppae acmrtlance with ell Logi,
State antl�Fe..I Rules antl RegulaDons.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
URBAN
lOD CKSON
720 CORPORATE CENTER DRIVE
RALEIGH, NO 27807
(t)919-782-0495
(1)919-782-9872
W W W. WKDICKSON.COM
NO LICENSE NO.F-0374
J
PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2018
DRAWING NUMBER:
TC2 OF TC4
WKD PROJ. NO.:
20160227.00. RA
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2018
DRAWING NUMBER:
TC2 OF TC4
WKD PROJ. NO.:
20160227.00. RA
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PROJ. MGR.: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2018
DRAWING NUMBER:
TC2 OF TC4
WKD PROJ. NO.:
20160227.00. RA

NOTES:
1. SEE SHEET TC1 FOR SIGN LEGEND AND NOTES.
2. ALL DETOUR SIGNS TO ADD "RAMBLEINOOD DR".
3. SEE SGP -1 IN PROJECT MANUAL FOR ROAD CLOSURE
REQUIREMENTS.
All mnam�non m be In amordanm won an city or
Raleigh enNor NCDOT standards aiW spedfim9ona
ATTENTION CONTRACTORS
Z. Construction Contredor responsible ror the ezknsion or water,
ngnii
rtlnNor reuse a ap roved In these plans. Is ble for
Nac9ng Vie Pubt%1 1 Depatlment at (979 x962499, and
Public Utilgies Depadrnenl 996 t Wast
e al (919)
twenty rour hours poor ro bagmning any onheir constmcion.
Faduretanoefy both City Oepartrnerds in advance of beginning
LEGEND
co hp mll rerun in the osua r monetary fines, and require
r or sewer Iso ties not inspeor d as a resole
of thl�s noYecafwnr7X
Fanare ro mn ror mspas�� matelaa oowns<rea"I P" nave
Perrrdtted Plans onthe Jotiifle,o ny other Vlolatl of City of
Fine Ezclusion
Q.® SIGN(SEESHEETTCI)
Rale)ah 6fandartls wnl rerun re and Poss hle from
a
It— q re di in the City of Raleigh.
PHASE 11
RAMBLEWOOD DRIVE ROAD CLOSURE
SCALE: 1"=2001
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pbm rot the proposed use have been revkwed for general
nnpii w9n a de mtles. This united review and
tor�aiign ror cion is not m x mnamered h repremm
il mmplm wnh all kgalrequlrementsror devaiopmen[and
tntdion. The pedy owner, deaN1 IIaGs and miNaci0,
a chres "T"hror mmploom:9h map b(e City.State
and! Federel (ws. The specific aatlwdaatbn ne�Ow is not a perme,
Fchs a be mnstruetl to permit any viola[ion of CnY. state or
etlerel aw. All Construction must be in acmrtlanm weh an Loml,
State
and
Fedate Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORIAWATER
PIANNIN=ONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
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An ronatruclion W Ire in °mord— wKh a8 Cily of
Raleigh aM/or NCDOT slandards antl speGfipnona.
ATTENTION CONTRACTORS
=.C*.,imction Contredor respanaide for the extension o(waler,
dor reuse, as app ed in these plans, is responsiNe for
Mading Me Public Works Deparhrient et (91919962409, antl
the PubLc UtilHfes Oepariment at (919( 9961540 at leas(
twenty lour hours pnorto beginning any OthwrmnstmGion.
Failure to nook both Ciry Departments In atl "or beginning
j mn traction, roll resun in the issue r monetary fines, antl require
y r 4allation o(am� ter or sewer facilities not inspeGed as a recap
S} of phis mhfimtion /allure.
Failure W call far Inst/ Instal]s Downstream Pluw have
{ PeffmmipphAAM Plans on [he Jaabs"' o e other Vi* "' n oI CMy of
homlfiaurelarrodk In�genCity Rf Rakigh.antl Posside Exclusio° hom
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GENERAL NOTES FOR FLAGGER OPERATIONS GENERAL NOTES FOR PILOT CAR OPERATIONS
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1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2• IF ROADWAY WIDTH I3 LESS THAN 22 FEET (EDP TO EOR)) CONES MAY NOT BE REQUIRED
UPSTREAM SIDE OF TRAFFIC. ALONG WORK AREA AND AT THE DISCRETION OF THE END EEG, CONES MAY BE OMITTED ALONG
THE WORK AREA I� USING A PILOT CAR.
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3- REMOVE LANE CLOSUflES Af9AINST TXE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
DOWNSTREAM SIDE OF TRAFFIIC. 3- CONES ARE ALWAYS REWIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
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4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
THE POSTED SPEED LIMIT. THE PILOT VEHICLE.
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5- EXTEND LANE CLOSLIp AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS 5- DO NOT INSTALL ONE MILE OF LME CLOSURE,
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MORE THAN (1 MEASURED FROM THE BEGINNING
PROVIDED TO THE FLAOGER (REFER TO STD. 1101.11 SHEET 2). OF THE MERGE TAPER TO THE END 0� THE LME CLO LIFE.
W F
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6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 6- ADVIM
BE RESIDENTS AND BUSINESSES WITHIN THE LE CLOSURE LIMITS ABOUT METHODS OF
SAFE EGRESS AND INGPE53 FROM DRIVEWAYS WRING FLAGGING AND PILOT CAR OPERATIONS.
7- DRUMS OR SKINNY-DRLIMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
DRAWING 1180.01 FOR SSKINNY-DRUM REQUIREMENTS.
N
LEGEND
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY TAE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER MEAD SIGNS (W20.7.)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER, FOR SIGNALIZED f FLAGGER
ENFONCENENTNS PLACE SIGNALS IN THE FLASH MDDE AND RECOMMEND THE USE OF LAW
MEET 1 DF 9
1 1 0 1 .03
CONE
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. p PORTABLE SIGN
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TRIP OR f DIRECTION OF TRAFFIC FLOW
AS DIRECTED BY THE ENGINEER.
HEET 1 OF 15
1101,072
SHEET 1 OF 15
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ROAD ROAD ROAD ROAD
DETOUR
CLOSED AHEAD CLOSED CLOSED CLOSEII
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GENERAL NOTES
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1- IF NECESSARY USE THIS STD. FOR TWO-LANE, TWO-WAY, AND MULTILANE DIVIDED AND UNDIVIDED
ROADWAYS.
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2- INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS,
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AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS
WILL BE MME BY OTHERS (STATE OR CITY FORCES) UNLESS OTHERWISE DESIGNATED IN THE
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PUNS. PROVIDE A MINIMUM 21 CALENDAR AY NOTICE TO STATE FORCES BEFORE A ROADWAY IS
CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS MADE TO INSTALL DETOUR
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CAN BE
ROUTE SIGNS, INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY
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OTHER PARTIES AFFECTED BY THE ROM CLOSURE.
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3- INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE
J a m
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BARRICADES BEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALLIREMOVE SIGNS AND
W
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BARRICADES WITHIN THE SAME CALENDAR DAY.
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4- USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN
R11-4 "ROAD CLOSED TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED
BEYOND THE DETOUR POINT.
5- DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN 1111-3 "ROAD CLOSED XX MILES MEM'.
8- POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE LEGEND
DIRECTION TOWARD WHICH TRAFFIC MUST TURN IN DETOURING. L
STATIONARY SIGN
7- USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY OR FOR 1
f DIRECTION OF TRAFFIC FLOW
EMERGENCIES.
MEET 1 DF 9
1 1 0 1 .03
SHEET 1 OF 9
1101.03
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH THE CITY AND NCDOT
REGARDING ADDITIONAL PROJECTS THAT MAY BE UNDER
CONSTRUCTION AT THE SAME TIME IN THE GENERAL AREA. THE
CONTRACTOR WILL BE REQUIRED TO ADJUST THE DETOUR
ROUTE AND TRAFFIC CONTROL REQUIRED IF THE SHOWN
ROUTE IS NOT AVAILABLE DUE TO OTHER CONSTRUCTION.
2. CONTRACTOR TO UTILIZE TWO SIGNED BARRICADES, ONE PER
LANE CLOSURE, ON EACH SIDE OF THE CONSTRUCTION. VERIFY
THAT STRIPING ON BARRICADES IS APPROPRIATELY ORIENTED
PER THE MUTCD FOR EACH BARRICADE.
3. CONTRACTOR TO INSTALL SIDEWALK CLOSED SIGNS ON BOTH
ENDS WHEN SIDEWALKS ARE PRESENT.
4. USE NCDOT 1101.02 FOR WORK ON CARDIGAN PLACE.
,I
Know what's below.
Call before you dig.
CONCURRENT REVIEW APPROVAL
GTY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
PbnskrthelahIr tl uaehavebeen reviewedfar general
Nhpliarne w9h appliceble rotles. This limited revlerv. and
Ivreapla for Wall Ition is not N be ronatlered to represerR
atasrompliance Wall legal requirements ror development and
mn traction. Thep perty owner, dew9 ns nanta and=Mmd,m
p�onsible (or rom lianmh Shall apFIlce_b(e City. Stats
and Federal laws. The sped eutharaation bebw is not a perm8,
FedShan d be mnahi d top am rt any Notation or city, state or
erel law. NI construs� slti¢ accvrtlance wdh all Locel,
SMe Brat Fetleral Rules and Regulathna.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
SITE ACCESSIBILITY
DD CKSON
communny infra we m mnsuttanta
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t)919-762-0495
(1919-782-9672
W W W. WKDICKSON.COM
NC LICENSE NO.F-0374
PROFESSIONALSEAL
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PROJ. MGR,: S. SIGMON
DESIGN BY: S. SIGMON
DRAWN BY: M. SMALUNG
PROJ. DATE: MAR 2016
DRAWING NUMBER:
TC4 OF TC4
WKD PROJ. NO.:
20160227.00.RA
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