20130835 Ver 1_401 Application_20130813

201 30835
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
August If, 2013
S &EC Project # 12127.13 1
To: N.C. Division of Water Quality
WebSCaPe Unit
Attn: Karen Higgins
512 N. Salisbury Street -9`s floor
Raleigh, NC 27603
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Purrington West Subdivision, Fuquay - Varina, Wake County, NC
On behalf of the Owners, A.L. & Suzanne Purrington, III, please find attached a complete application and supplemental
information requesting Neuse River Riparian Buffer Authorization. Please contact me at (919) 846 -5900 if you have
any questions or require additional information.
PROJECT SUMMARY
Project Name
The Parks at Bass Lake Subdivision
Project Type
Residential development
Owner / Applicant
A.L. & Suzanne Purrington, III
County
Wake
Nearest Town
Raleigh
Waterbody Name
Turkey Creek
Index Number
27- 33 -9 -2
Class
B;NSW
USGS Cataloging Unit
03020201
IMPACT Ci1MMARV
Stream Impact (acres):
0
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0
Total Stream Impact (linear feet):
0
Total Neuse River Riparian Buffer Impact (sq. ft.)
603 sq. ft. Zone 1 & 400 sq. ft. Zone 2
Attachments.
Pre- constniction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Site Vicinity Map
NRCS Soil Survey Site Vicinity Map
Impact Maps
Level Spreader Worksheet
Signed O &M Agreement
Design Calculations
Full -sized Plan Sheets
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ❑ 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
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Purrington West Subdivision
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
A.L. & Suzanne Purrington, III
3b. Deed Book and Page No.
1630/455
3c. Responsible Party (for LLC if
applicable):
n/a
3d. Street address:
6108 Lost Valley Road
3e. City, state, zip:
Raleigh, NC 27612
3f. Telephone no.:
919 - 787 -8591
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Applicant is Owner as listed on the Agent
Authorization; please copy agent (S &EC) on all correspondence
4b. Name:
A.L. & Suzanne Purrington, III
4c. Business name
(if applicable):
n/a
4d. Street address:
6108 Lost Valley Road
4e. City, state, zip:
Raleigh, NC 27612
4f. Telephone no.:
919 - 787 -8591
4g. Fax no.:
N/A
4h. Email address:
N/A
5. Agent/Consultant Information (if applicable)
5a. Name:
Nicole J. Thomson
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
11010 Raven Ridge Road
5d. City, state, zip:
Raleigh, NC 27614
5e. Telephone no.:
(919) 846 -5900
5f. Fax no.:
(919) 846 -9467
5g. Email address:
NThomson @sandec.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
0777904029
1b. Site coordinates (in decimal degrees):
Latitude: 35.8659 Longitude: - 78.7318
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
+/ -10 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Turkey Creek & UT to Turkey Creek
2b. Water Quality Classification of nearest receiving water:
27- 33 -9 -2; B;NSW;
2c. River basin:
Neuse River (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:
The site is forested with the Purrington's existing home located on the southern portion of the property. The site also
contains an existing City of Raleigh sanitary sewer line as well as an overhead power line easement. The surrounding
property is comprised of existing residential homes.
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:
+/ -1800 LF
3d. Explain the purpose of the proposed project:
The current owners of the property decided to subdivide the northern portion of their property into 2 residential lots.
Access to those lots is provided by the existing Ortin Lane. The Neuse River Riparian buffer impacts requested in this
application are associated with the required diffuse flow device (i.e. level spreader and bypass channel)
3e. Describe the overall project in detail, including the type of equipment to be used:
The property contains the existing Purrington residence; they are proposing to subdivide the northern portion of their
property into two (2) residential lots. The specific project the applicant is requesting approval for relates to the necessary
bypass channel associated with a level spreader to provide diffuse flow. Equipment typical to residential construction will
be used including backhoes, excavators and dump trucks.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
❑ Yes ® No ❑ Unknown
S &EC conducted a field reconnaissance in August 2013 and
determined that the only jurisdictional features on the site are
the noted UTs to Turkey Creek.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S &EC staff reviewed the subject property and noted that there are no wetlands present. Further, there are two UTs to
Turkey Creek (as shown on the attached USGS and Wake County Soil Survey maps) that are subject to the Neuse River
Riparian Buffer rules, and the applicant is not contesting the applicability of the buffer rules. There are no impacts to
streams proposed for this project. The only impact for this project is to the protected Riparian Buffer, as depicted, and is
associated with the bypass channel for the necessary diffuse flow device (i.e. level spreader).
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ® 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0
2h. Comments: There are no wetland impacts proposed for this project.
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) ) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary Impacts
0
3i. Comments: There are no strem impacts proposed for this project.
Page 4 of 10

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 indiv dually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
4. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
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.
® Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
(square feet
(square feet)
Temporary T
required?
131 ®P ❑ T
Level Spreader
UT Turkey Creek
® Yes
603
400
Plan Sht 1.1
Bypass Channel
s
6h. Total buffer impacts
603
400
6i. Comments: Impact 1 is necessary for the construction of the needed level spreader bypass channel. This impact is listed
as "allowable" within the Neuse River Riparian Buffer Rules "Table of Uses."
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.
There are no jurisdictional wetlands on the subject property. Two (2) UTs to Turkey Creek are present, however, no
stream impacts are proposed. The riparian buffer impact requested in this application is for the purpose of constructing a
bypass channel associated with the level spreader proposed on site. The sole impact to the buffer for this project is listed
as "allowable" within the Neuse River Riparian Buffer Rules "Table of Uses."
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project will meet with the City of Raleigh requirements for Sediment and Erosion Control practices.
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 ® 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
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:
❑ warm ❑ cool ❑cold
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 1.3 December 10, 2008 Version

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
❑ Yes ® No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(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: The buffer impact requested is minimal in nature and required to construct the proposed bypass channel
associated with a level spreader. It is our understanding from working on similar projects in the past that this proposal is
in accordance with DWQ expectations for this BMP device. It is also our understanding that this impact is 'allowable" per
the Table of Uses.
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
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.
Yes No
❑
Comments%
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
n/a %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: As this project is not requesting DWQ
401 Approval, the Stormwater condition within the General Certifications does not apply to this project, and therefore no
DWQ Stormwater review is required. The project will comply with City of Raleigh municipal stormwater regulations.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ 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 7[1
Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state- implemented stormwater management programs apply
❑ HOW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
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?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ 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 ❑ 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
letter.)
❑ Yes ❑ No
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 ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® 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 ® 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.
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetland Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that many private development projects, including small multifamily developments, are unlikely to cause cumulative
impacts. This project does not meet any of the three criteria of private projects that can clearly result in cumulative
impacts. The proposed development is relatively small in nature, is within a mostly residentially developed landscape and
bounded by existing residential developments; therefore, the utility infrastructure (i.e. water, sewer and electricity) are
already in place to service the proposed development. We anticipate that you will advise us if a qualitative or quantitative
impact analysis is required.
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.
This project will tie into the existing City of Raleigh sanitary sewer lines. The City will ensure the capacity of their facility is
not exceeded.
Page 9 of 10

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 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.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
As this project is only requesting Neuse River Buffer Riparian Authorization, this question is not relevant at this time.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The proposed project is in Raleigh, Wake County which is not near any coastal or tidal habitat that would support EFH
(i.e. salt marshes, oyster reefs, etc.)
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
❑ Yes ❑ 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?
As this project is only requesting Neuse River Buffer Riparian Authorization, this question is not relevant at this time.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: While Turkey Creek is a mapped FEMA stream, the UT that is also
on the subject property is not. Further, no stream impacts are proposed (i.e. no fill to a FEMA mapped stream). The
proposed project proposes impact to the protected Neuse River Riparian Buffer only.
8c. What source(s) did you use to make the floodplain determination? http: / /floodmaps.nc.gov /fmis/
Nicole J. Thomson
August4a 2013
Arelp�ild
Applicant/Agent's Printed Name
lc A ent ignature
Date
(Agent's val onl i an authorization letter from the applicant
is provided.)
Page 10 of 10

Environmental Consultants, PA
Road • Raleisbb, North Carolina 27614 • Phone: [phone] • Fax: (919) M&9467
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: A.L. ' 4 N W ► 1. ► i ���trN
Address: & t C B Lasj qu (t
?. NO ( Z
g"I
Nor- I' f 6014t O N VV • S �
Project Name/ Description: S&EC Project # IQ 109
Date: f Z� Z D 1 .3
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: TMV i D S� ttAJ-FF-F2
Re: Wetlands Related Consulting and Permitting
Field Office: 4LE i cvlk
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and authorize Soil &
Environmental Consultants, PA to act in my behalf as my agent in the processing of permit
applications, to furnish upon request supplemental information in support of applications, etc.
from this day forward. The Z LJ d day of lk- �C..i
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S &EC staff. You should call
S &EC to arrange a site meeting prior to visiting the site
P1Je&.*J &701x/ zQ e�7,G /'�+.,. t
.
jC Sv2,,0wuE T �dRR��/GToN X .
Print Property Owners or Municipal Official's Name Property s or Municipal Official's S' tune
cc, Ms. Karen Higgins
NCDENR - DWQ WeBSCAPe
Archdale Building
512 N. Salisbury St., 91h Floor
Raleigh, NC 27604
cc. Mrs. Nicole Thomson
Soil 6r Environmental Consultants, PA

I -WG30
Project Manager:
NT
5cale:
I = 1 '000,
Date:
08/05/13
Map Title:
Figure 2 - NKC5 Soil
Survey Map
Purrington Subdlvi5lon
Wake County, NC
Source: 1970 Wake County
Soil Survey 5ht. 27
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - (919) 846 -9467
Web Page www.SandEC com

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TIC SITE GROUP
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
THE SITE GROUP, PLLC. JOB CODE: ALP3S
1111 Oberlin Road DATE: 4/15/13
Raleigh, NC 27605-1136 USA DRAWING NUMBER
Office: 919.835 -4787
Fax: [phone] DA 1.0
ROAD EXTENSION PLAN FOR:
PURRINGTON WEST SUBDIVISION
BETWEEN EBENEZER CHURCH ROAD
AND US HWY 70 AT TURKEY CREEK
RALEIGH, NORTH CAROLINA

®� 0�0� W AT F9QG
HWE O <
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
Pumngton West Subdivision
Contact name
Ed Soonfienza, P E.
Phone number
[phone]
Date
August 5, 2013
Drainage area number
Ortin Lane
II. DESIGN INFORMATION
The purpose of the LS -VFS
Buffer Rule: Diffuse Flow
Stormwater enters LS -VFS from
The drainage area
Type of VFS
Protected riparian buffer (slope < 5 %)
Explanation of any "Other' responses above
If Stormwater Enters the LS•VFS from the Drainage Area
Drainage area
21,302
fly
Impervious surface area
10,639
fl?
Percent impervious
49.94
%
Rational C coefficient
063
Peak flow from the 1 in/hr storm
0.31
cls
Time of concentration
5.00
min
Rainfall intensity, 1 0-yr storm
7.22
inthr
Peak flow from the 10 -yr storm
2,22
cis
Design storm
1 inch/hour storm
Maximum amount of flow directed to the LS -VFS
0.31
cis
Is a flow bypass system going to be used?
Yes
(Y or N)
Explanation of any 'Other' responses above
If Stormwater Enters the LS•VFS from a BMP
Do not complete this section of the form.
Type of BMP
Pick one:
Peak discharge from the BMP during the design storm
cis
Peak discharge from the BMP during the 10 -year storm
cfs Do not complete this section of the form
Maximum capacity of a 100 -foot long LS -VFS
2
cfs
Peak flow directed to the LS-VFS
Cis Do not complete this section of the form
Is a flow bypass system going to be used?
(Y or N)
Explanation of any 'Other' responses above
Form SW401 - LS -VFS - Mune2012 - Rev 10 page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10 -yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
32
sq ft Forebay is adequately sized
12
in
12
in Depth is appropriate
50
fttcfs
16
ft
16
ft
50
it
295.00
fmsl
293.75
fmsl
2.50
%
No
(Y or N) Level spreader cannot be located upslope of a draw
No
(Y or N)
Yes (Y or N)
Yes (Y or N)
2.00
ft
000
it
8.00
ft
0.59
it
141 it
3.21 fttsec
Rip -rap
No (Y or N)
Yes (Y or N)
N \%
j B j
Form SW401 - LS -VFS - 29June2012 - Rev 10 page 2 of 3

Ill. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been
met, attach justification.
Requried hem:
1. Plans (1" - 50' or larger) of the entire site showing-
- Design at ultimate build -out,
Off -site drainage (d applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
Plan details (1"= 30' or larger) for the level spreader showing.
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
Section view of the level spreader (1" = 20' or larger) showing,
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (d applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized
If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7 The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0 &M) agreement.
Initials Page or plan sheet number and any notes:
1ENGR 1.0- ENTIRE SITE; ENGR 11- PLAN & PROFILE OF SURGE
POOL, HIGH FLOW BYPASS SYSTEM; EASEMENTS SHOWN ON
ENGR 10 & 1.1.; DRAINAGE AREAS & RATIONAL C COEFFICIENT
SHOWN ON DA 1.0
'LAN DETAILS SHOWN ON ENGR 1.2; HIGH FLOW BYPASS
HOWN ON ENGR 1.1 WITH DETAILS ON ENGR 1.2; TOPO
SHOWN ON ENGR 1.2; DRAINAGE EASEMENT SHOWN ON ENGR
.0 7 ENGR 1.1.
1.2
ENGR 1.2
2.0
ON DA 1.0 & ABOVE
Form SW401 - LS -VFS - 29June2012 - Rev 10 page 3 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and N[aintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety Df the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks' .
— Once a year, the filter strap will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation
— Two to three tames a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element.
; Potential problenr.
How I will'remediate the blend
The entire filter strip
Trash/ debris is present.
Remove the trash /debris.
s stem
The flow splitter device
(if applicable)
The flow splitter device is
; clogged.
Unclog the conveyance and dispose
of any .sediment off -site.
The flow splitter device is
damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
Form SWU40I -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 page 1 of

BMP element:
i Potential roblem:
How I will remediate the problem:
The swale and the level
lip
. The Swale is clogged with
sediment.
Remove the sediment•and dispose
of it off-site.
The level lip is cracked,
j settled, undercut; eroded or
Repair or replace lip.
i otherwise dams
There is erosion around the
Regrade the soil. to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one -time fertilizer
application.
T. ees or shrubs have begun
Remove then
io grow on the swale or just
downslope of the level lip .
The bypass channel
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish prom erosion control.
Turf reinforcement is
damaged or ripap is rolling
Study the site to see if a larger
bypass channel is needed (enlarge if
' downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or boo long
Maintain grass at a height of
r a licable .
approximately three to six inches.
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Remove the sediment and
Sediment is building up on
the filter strip.
restabilize the soil with vegetation if
necessary. Provide Iime and a one -
tune fertilizer application.
?,ants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
chc king out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Emsion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
Nutlet
401 OvusightUnit at 914- 733 -1786.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev.3 Page 2 of 3

Permit Number.
(to be provided by DWQ)
I acknowiedge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nameTurrineton West Subdivsion
BMP drainage arza numher :Ortin Lane
Print name:Alfred L. Putt;:reton III and Suzanne T. PMaIWton
Title:Pra I!y Owners
Address:2801 Glenwood Gardens Lane. unit 303. Raleigh, NC 27608 -1239
Note: The legally responsiale party should not be a homeowners association unless more than 50% of
the rocs have been sold and a resident of the subdivision has been named the president.
A. IMCO-� ____ , a Notary Public for the State of
KC• County of Wd� , do hereby certify that
tad L- J f�,t j1 i ersonaily appeared before me this
day of ;! 10 13 and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
-Witness my hand and official. seal,
SEAL
My commission expires S•31-15
Form SWU401 -Level Spreader, Piker Strip, Restored Riparian Buffer O&M -Rev.3 Page 3 of 3

DRAINAGE DITCH DESIGN (VELOCITY CONSTRAINT)
PROJECT: PURRINGTON WEST SUBDIVISION
BYPASS CHANNEL
DATE: 5- Aug -13
THIS PROGRAM IS DESIGNED TO DETERMINE CHANNEL LINNING BASED ON
FLOW AND DITCH GEOMETRY (BASE WIDTH, SIDE SLOPE, CHANNEL SLOPE).
THIS PROGRAM DETERMINES DEPTH OF FLOW, VELOCITY AND TRACTIVE FORCE
ASSUMING N =0.03 FOR GRASS OR RIP RAP [N CAN BE VARIED IF DESIRED].
(VARY DEPTH UNTIL Z ACTUAL EQUALS Z REQUIRED; v & t WILL BE CORRECT;
SELECT APPROPRIATE LINNING BASED ON TRACTIVE FORCE)
AREA (A)= 0.49 (ACRES)
COEF.(C)= 0.63 (DIMENSIONLESS)
INTE.(I)= 7.22 (IN /HR)
FLOW (Q)= 2.23 cfs
KNOWN QUANTITIES;
LINE CHANNEL WITH
MANNING= 0.030
SLOPE= 0.025
Z REQUID= 0.28
SIDE (M)= 2
6 " RIP -RAP
(DIMENSIONLESS)
(FT /FT)
RATIO
:1
VARIABLE QUANTITIES;
LIMIT Y= 0.585 FT
LIMIT B= 0 FT
(ASSUME 6 " EVEN IF USING GRASS)
7.0 INCHES
COMPUTE TRACTIVE FORCE SECTION 8.05 NCDEHNR MANUAL
T =YDS WHERE: T =SHEAR FORCE (#/SOFT)
Y= WEIGHT OF WATER (62.4 # /CUFT)
D =DEPTH OF FLOW IN CHANNEL (FT)
S =SLOPE OF CHANNEL (FT /FT)
T= 0.9
# /SQFT
N. AMER
LINNING
# /SF GREEN
# /SF
JUTE NET
0.45
CURLED MAT
1.55 S75
1.55
CLASS A(4 " @9 "THK)
2.00 S150
1.75
CLASS B(8 " @18 "THK)
3.50 SC150
2.10
CLASS 1(12 " @22 "THK)
5.00 C350
3.20
CLASS II(18 " @30 "THK)
7.50 P300
8.00

DETERMINE IF Z ACTUAL GREATER THAN Z REQUIRED;
NEW A= 0.68 SQUARE FEET
NEW P= 2.62 WETTED PERIMETER
NEW R= 0.26 HYDRAULIC RADIUS
Z ACTUAL= 0.28 MUST BE GREATER THAN Z REQUIRED= 0.28
NEW V= 3.21 fps
FOR V < 2 FPS - LINNING NOT REVD; USE GRASS
LINER: CURLED MAT /S75 1.55
WIDTH
---- - - - - -- 2.34
D
E
P=
T
H
1
0.585 FT \
# /SQFT >
(Y) \ /
0 FT
BASE (B)
0.9 # /SQFT

I
2
CL
In
N
F
2 3 4 5
TOP OF VALVE NE
TO BE 12' BENEAT
OF METER BOX LII
THE BACKFLOW PREVEN'ER LOCATION IS
DEPENDENT ON THE TYPE DEVICE
PROPOSED FOR USE AS;FOLLOWSt
LOCATION DEVICE
'A° FORD ANGLE CHECK
(Vl 71 -12W FOR 3/4')
NOTE, (VI-1 -74 -12W FOR 1')
MAY NEED ADDITIONAL BACKFLE!z PREVENTION
DEVICES IF USED ON MORE TH€4 TWO RESIDENTIAL UNITS,
3/4' OR
SIZE
)N
UUlvUKL I L BLOCKS
1 '3/ 1 G" OPERATION NUT
2 112" NATIONAL STANDARD
OUTLET THREADS
** NATIONAL STANDARD C17Y OF RAMGd
THREAD5 FOR ALL 5E''12VICE DEPARTMENT OF PUBLIC UTILITIES
AREAS HYDRANT OPERATING NUT AND 2
112" OUTLET TH READ5
DWG. _REVI51ONS REVISIONS D
110.6 RRH DATE DHL
A:B.B
APPROVED THOD FOR EXTENSION F VALVE BOX NOTE, 2'x 2'x 6` CONCRETE
9h„ PAD REQUIRED ON ALL VALVES,
NO PRECAST CONCRETE DOUGHNUT ALLOWED,
8�' " : =T
7 %"
SEE STANDARD W -18
.FOR .COVER. DETAILS.
6°
STANDARD VALVE BOX
POLY BARRICADE
FABRIC (T,PPM)
ORANGE, eI RESISTANT
POOL - RRICAE. FAk77tiTN
POLY BARRICADE FABRR:.(1YPICAL)
SERVICE LATERAL MATERIAL AS REQUIRED IN
PAVEMENT
h
OPTION SEWER CONSTRUCTION/SEWER LATEALS SECTION
C�RT8
gCElGH,N'
U)
t--
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE,
12Y,'
FRONT VIEW
OF THESE SPECIFICATIONS.
T
uj
REQ.'S SEE ' THE CATCH BASIN. THE SLOPE OF
80 LBS, HEAVY WEIGHT
a
MUST BE 2' BELEW GRADE
TREE PROTECTION AREA
U
rz
PAVEMENT
©
WHEN .SEWER CLEAN OUT IS IN PAVEMENT
PROPERTY
VALVE BOX
<
V)
al4'iJ
<
U
WARNING SIGN DETAIL
S QE .VIEYV
SHALL BEGIN 5' FROM '.
IT MUST BE INSTALLED INSIDE A VALVE
LINE
FLOW LINE
NOTES:
JI ou U) v
THE CATCH BASIN,
WAMM =4 TO ATE MADE OF &JWL& WATHERPR00F MAITRAL
LETTERS 1D 093" to* A0 "W. ",.WTARLY LOME ANO SPACED AS DETAILED.
d)0`tN
BOX WITH COVER LABELLED 'SEWER',
CAST IRON OR BRONZE
SIGNS SHALL K PLACED AT SD W AM AI AVERVALA
0
2 -2' G.1: PIPE °R PVC PIPE '
PLACE A Skid AT EACH 00 OF WEAR .TREE Aft6=110H AND 50' ON CENTER T►t✓ WAFTER
ALL CATCH BASINS OVER 3' IN :DEPTH.
;p
CLEAN OUT PLUG
4' DIAMETER
FOR. TREE PR012=110N AREAS LASS THAN $00' Hd POW IM PROMIX NO LCM THAN OW SGN PER PROTECIM ARM
CONCRETE
t�
S
FINISHED
ATTACH WS SEtldREMY TO FENS POM AND FA6d11C,
~AN TREF.PROTECTWN FENCE 7P4= 0 (WT DURAIM OF PR =T,
COLLAR
6"
THICK
J
to M N v
:2
=r
o.. GRADE
V
C
PLACE A STAY AT EACH 90 OF WEAR M PROTECAQV ANO 50' ON CENIER 110MU iER
BACKFIL,L•'
•
� Gam/ L =�iy�i i�
�y`1ij 1� �i si .s�,�, S+y ��
%y,.�,
PAVEMENT CURB
•Q;
•,%�•g.�.�'�i�iy,.y�iri
i ��lr��¢•�y�
WATER ALV
A
4) NCDOT APPROVED PRECAST
NOTE:
FOR TREE PROTECTION ONLY
O
CONCRETE BOXES ACCEPTABLE
O
a
y
MAIN
15'
o
•NbTEt.
,
5) DOMESTIC CASTING REQUIRED WITHIN
.
STANDARD TREE PROTECTION
DETAIL
STREET RIGHT DF WAY.
THE FULL LENGTH OF THE SERVICE DITCH'SHAL'L
TAMPED
BACKFILL -''` �
5'
NOTES:
5 1/2' -5 5/8'
BE COMPACTED IN 6' LIFTS WITH MECHANICAL TAMP, ,'
• ..
D
c>
<
P.S.I.
°
OR GREATER.
ALL TAPS WILL BE MADE USING MECHAI'JICAL TAPPING
,
p
o D
STEM EXTENSION MUST BE USED TO BRING TO
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
6" UP TO 12' DEEP
6" i° 12 OVER .i 2' DEEP
A DEPTH OF NO MORE THAN 5'.
-
C3
F
-i
c=1
8' LONG
MUST BE BEDDED 114 #67 STONE. BEDDING AND HAULING
BOX 6
3'
z
>
-<
m
MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL
GROUT
m
S -4:
4' D,I. OR
s' 6,
'O
D
3?
8 °,ZO` DR 12' TAPPING i PIECE ❑F PIPE
PVC PIPE
m
FO
tj
I.
T'"
�,�
Z
SADDLE OR IN -LINE WYE
ro
1l
;0
1/16' OR 1/9' BEND MIN. GRADE 1%
0000000
Z
w�<n,�m
�Z�c�
A
2 -2" PIPES 22"
2' 1 %p'
SIDE
LONG ON A 3'
PLAN ELEVATION
SLOPE -IV BELOW
TOP OF C.B.
4-1 -
SUP RESISTANT CLEATS
-1
'�
1,0' EXTENSIO
OVER 12' DEEP
1:
C3
z
, .,;
p
c
-1
x
45° SEWER BARREL OF PIPE TO
WITH PERMANENT
N
Z
r
EXISTING SADDLE REST ON UNDISTURBED SOIL
PLUG CAP
S' FROM TOP OF CURB.
m
Ir
MAIN : ,FOR SADDLE INSTALLATION
t�
wd
Is' TYP.
�'
ELEVATION SECTION A -A
DETAILS, S =E STANDARD
DTS R
COMBINATION WYE
I
OD
I
w
a
DEEP,FOOTIN0 IS
DETAIL S -31 & S -32.
AND 1/8 BEND
to
a
BEYOND THE STRUCTURE
CONE PIECE)
TOP OF VALVE NE
TO BE 12' BENEAT
OF METER BOX LII
THE BACKFLOW PREVEN'ER LOCATION IS
DEPENDENT ON THE TYPE DEVICE
PROPOSED FOR USE AS;FOLLOWSt
LOCATION DEVICE
'A° FORD ANGLE CHECK
(Vl 71 -12W FOR 3/4')
NOTE, (VI-1 -74 -12W FOR 1')
MAY NEED ADDITIONAL BACKFLE!z PREVENTION
DEVICES IF USED ON MORE TH€4 TWO RESIDENTIAL UNITS,
3/4' OR
SIZE
)N
UUlvUKL I L BLOCKS
1 '3/ 1 G" OPERATION NUT
2 112" NATIONAL STANDARD
OUTLET THREADS
** NATIONAL STANDARD C17Y OF RAMGd
THREAD5 FOR ALL 5E''12VICE DEPARTMENT OF PUBLIC UTILITIES
AREAS HYDRANT OPERATING NUT AND 2
112" OUTLET TH READ5
DWG. _REVI51ONS REVISIONS D
110.6 RRH DATE DHL
A:B.B
APPROVED THOD FOR EXTENSION F VALVE BOX NOTE, 2'x 2'x 6` CONCRETE
9h„ PAD REQUIRED ON ALL VALVES,
NO PRECAST CONCRETE DOUGHNUT ALLOWED,
8�' " : =T
7 %"
SEE STANDARD W -18
.FOR .COVER. DETAILS.
6°
STANDARD VALVE BOX
POLY BARRICADE
FABRIC (T,PPM)
ORANGE, eI RESISTANT
POOL - RRICAE. FAk77tiTN
POLY BARRICADE FABRR:.(1YPICAL)
30 -42"
5' -a"
h
6' -0"
C�RT8
gCElGH,N'
U)
t--
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE,
12Y,'
FRONT VIEW
,
T
uj
REQ.'S SEE ' THE CATCH BASIN. THE SLOPE OF
80 LBS, HEAVY WEIGHT
a
16'
TREE PROTECTION AREA
U
rz
PAVEMENT
©
WZ<S
cn Q 0C ,
DO NOT ENTER
VALVE BOX
<
V)
al4'iJ
<
U
WARNING SIGN DETAIL
S QE .VIEYV
SHALL BEGIN 5' FROM '.
COVER
{ t
FLOW LINE
NOTES:
JI ou U) v
THE CATCH BASIN,
WAMM =4 TO ATE MADE OF &JWL& WATHERPR00F MAITRAL
LETTERS 1D 093" to* A0 "W. ",.WTARLY LOME ANO SPACED AS DETAILED.
d)0`tN
SIGNS SHALL K PLACED AT SD W AM AI AVERVALA
0
2 -2' G.1: PIPE °R PVC PIPE '
PLACE A Skid AT EACH 00 OF WEAR .TREE Aft6=110H AND 50' ON CENTER T►t✓ WAFTER
ALL CATCH BASINS OVER 3' IN :DEPTH.
;p
of C �aj�
USE 5' SOIL PIPE
FOR. TREE PR012=110N AREAS LASS THAN $00' Hd POW IM PROMIX NO LCM THAN OW SGN PER PROTECIM ARM
(�
Z
t�
S
ATTACH WS SEtldREMY TO FENS POM AND FA6d11C,
~AN TREF.PROTECTWN FENCE 7P4= 0 (WT DURAIM OF PR =T,
/
TOP OF THE GUTTER TO THE INVERT
J
to M N v
:2
=r
AW"0I11AL WNS MAY BE.RE MIC BY CITY Or RAlM ANIMMM DEPMRTA/ENT BASED ON AMW FIELD C"RO M
V
C
PLACE A STAY AT EACH 90 OF WEAR M PROTECAQV ANO 50' ON CENIER 110MU iER
BACKFIL,L•'
3) SOLID CONCRETE BRICKS MAYBE
USED IN 4X4X8 OR 4X8XI6 SIZES.
WATER ALV
A
4) NCDOT APPROVED PRECAST
NOTE:
FOR TREE PROTECTION ONLY
O
CONCRETE BOXES ACCEPTABLE
O
a
y
MAIN
15'
STAB -IN C,I, OR
5) DOMESTIC CASTING REQUIRED WITHIN
.
STANDARD TREE PROTECTION
DETAIL
STREET RIGHT DF WAY.
D.I. PIPE GASKET
TAMPED
BACKFILL -''` �
5'
NOTES:
5 1/2' -5 5/8'
1) VALVE BOX NOT TO CONTACT WATER MAIN
D
ea a °♦ ° °• ° ° Q
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35
P.S.I.
°
OR GREATER.
`y
W
o D
STEM EXTENSION MUST BE USED TO BRING TO
TOP OF VALVE NE
TO BE 12' BENEAT
OF METER BOX LII
THE BACKFLOW PREVEN'ER LOCATION IS
DEPENDENT ON THE TYPE DEVICE
PROPOSED FOR USE AS;FOLLOWSt
LOCATION DEVICE
'A° FORD ANGLE CHECK
(Vl 71 -12W FOR 3/4')
NOTE, (VI-1 -74 -12W FOR 1')
MAY NEED ADDITIONAL BACKFLE!z PREVENTION
DEVICES IF USED ON MORE TH€4 TWO RESIDENTIAL UNITS,
3/4' OR
SIZE
)N
UUlvUKL I L BLOCKS
1 '3/ 1 G" OPERATION NUT
2 112" NATIONAL STANDARD
OUTLET THREADS
** NATIONAL STANDARD C17Y OF RAMGd
THREAD5 FOR ALL 5E''12VICE DEPARTMENT OF PUBLIC UTILITIES
AREAS HYDRANT OPERATING NUT AND 2
112" OUTLET TH READ5
DWG. _REVI51ONS REVISIONS D
110.6 RRH DATE DHL
A:B.B
APPROVED THOD FOR EXTENSION F VALVE BOX NOTE, 2'x 2'x 6` CONCRETE
9h„ PAD REQUIRED ON ALL VALVES,
NO PRECAST CONCRETE DOUGHNUT ALLOWED,
8�' " : =T
7 %"
SEE STANDARD W -18
.FOR .COVER. DETAILS.
6°
STANDARD VALVE BOX
, ,
' -11`
TYPICAL MH FOR STORM SEWER
PIPE ,SIZE
MH DIAMETER
12 -24"
W
30 -42"
5' -a"
� 2`
6' -0"
C�RT8
gCElGH,N'
U)
t--
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE,
12Y,'
U
Ld
TOP SECTION TO BE
DOMESTIC
uj
REQ.'S SEE ' THE CATCH BASIN. THE SLOPE OF
80 LBS, HEAVY WEIGHT
CASTING
16'
7#
U
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PAVEMENT
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SHALL BEGIN 5' FROM '.
COVER
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FLOW LINE
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THE CATCH BASIN,
VALVE
d)0`tN
2) STEPS SHALL BE INSTALLED IN
0
2 -2' G.1: PIPE °R PVC PIPE '
BOX
ALL CATCH BASINS OVER 3' IN :DEPTH.
W
of C �aj�
USE 5' SOIL PIPE
(�
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DEPTH ; SHALL BE MEASURED FROM THE
FOR EXTENSIONS
/
TOP OF THE GUTTER TO THE INVERT
J
to M N v
:2
=r
TAMPED
OF THE CATCH BASIN.
BACKFIL,L•'
3) SOLID CONCRETE BRICKS MAYBE
USED IN 4X4X8 OR 4X8XI6 SIZES.
WATER ALV
A
4) NCDOT APPROVED PRECAST
�--- Of U
O
CONCRETE BOXES ACCEPTABLE
O
USING STANDARD 5' CASTINGS.
MAIN
15'
STAB -IN C,I, OR
5) DOMESTIC CASTING REQUIRED WITHIN
.
.
• r-
STREET RIGHT DF WAY.
D.I. PIPE GASKET
TAMPED
BACKFILL -''` �
5'
NOTES:
5 1/2' -5 5/8'
1) VALVE BOX NOT TO CONTACT WATER MAIN
D
ea a °♦ ° °• ° ° Q
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35
P.S.I.
°
OR GREATER.
3) FOR ANY VALVES OVER 10' DEEP, A VALVE
o D
STEM EXTENSION MUST BE USED TO BRING TO
_T_
e o♦ o® f a e a a+ a f a ♦ a s o •° <
00 o e • ° o ♦ c e • e • o r ° e o a • a ♦ o a ♦ ° o •
6" UP TO 12' DEEP
6" i° 12 OVER .i 2' DEEP
A DEPTH OF NO MORE THAN 5'.
STANDARD C.B, STEP
TOTAL VALVE BOX WEIGHT: MINIMUM OF 85
8' LONG
STANDARD VALVE
BOX 6
3'
/BOTTOM SECTION
, ,
' -11`
TYPICAL MH FOR STORM SEWER
PIPE ,SIZE
MH DIAMETER
12 -24"
p=-
30 -42"
5' -a"
48"
6' -0"
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R STANDARD`MANHOLEr a
C �, e
7 ;.
3000 PSI B
SECTION A —A
3000 PSI QONCKLIt --f P, GROUT
SECTION B —B
NOTES:
1.DEPTH MEASURED FROM TOP OF
CASTING TO INVERT OF MANHOLE.
2. PRECAST MANHOLE COMPONENTS SHALL
MEET ASTM —C -478 REQUIREMENTS.
3, SEE STD. # 30.15 FOR MANHOLE
COVER DETAIL.
4. DOMESTIC CASTINGS REQUIRED
WITHIN STREET RIGHT—OF—WAY.
TYPE A
SECTION C —C
- DRAWING NOT TO SCALE -
PRIOPERTY MINIMUM 36' HORIZONTAL CLEARANCE
LINE FROM ANY OBJECT,
/FIRE HYDRANT, PUMPER NOZZLE TO
BE POINTED TOWARDS -FIRE TRUCK ACCESS,
TRAFFIC FLANGE BETWEEN
6' ABOVE GRADE
W ALK 3' -6°
SIDEWALK CURB AND GUTTER
I
PAVEMENT
j.'
.• :aa'e
..
H
z VALVE BO 6 a GATE VALVE
`0 COMPACTED BACKFILL
� GONG THRUST
a (TAMPED IN 6' LIFTS) BLOCK
6' MIN, BRANCH,. PIPE
f ► MAIN
CONC, SETTING SLAB 3 /Q' HOT DIPPED
1' -3'x 1' -3'x 4' THICK ALVANiZED BRIDLE
ROD MAY BE COUPLED
- --3000 P,S.I, CONCRETE ONCE,
THRUST BLOCKING 7 CU, FT, CRUSHED
NOTES:
STONE MIN, NDISTURBED EARTH,
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H.
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHAD. BE DUCTILE IRON AWWA 650 -96.
3. 6" GATE VALVE SHALL BE AWWA C500 -86 OPEN LEFT.
4, STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED:
5. FIRE HYDRANTS WILL BE NISTALLED IN TRUE VERTICAL POSTION:
6. RODS SHALL NOT BE COUPLED MORE THAN ONCE.., IF THE LENGTH FROM THE VALVE; TO THE
HYDRANT EXCEEDS 2OFT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE
SHALL BE INSTALLED NO MORE THAN 1OFT FROM HYDRANT AND POURED IN CONCRETE.
7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ' ROW.
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, CITY OF RALEIGH
OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES
THE FIRE HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD FIRE HYDRANT
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION DETAIL.
DWG, N0. REVISIONS - DATE REVISIONS DATE
ASS 4 -6 -04
— W -4
TOP OF CURB NOTES:
^\
1) THE SLOPE OF THE GUTTER TO
p=-
THE CATCH BASIN ON THE UPHILL
CERT. NO.
353 $
n
•
CAROB G
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gCElGH,N'
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FOR SLOPE SIDE SHALL BEGIN 10' FROM THE,
12Y,'
U
Ld
LL1
W rte.
uj
REQ.'S SEE ' THE CATCH BASIN. THE SLOPE OF
Z
z
16'
7#
U
rz
NOTE 1. THE GUTTER TO THE CATCH BASIN
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SHALL BEGIN 5' FROM '.
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FLOW LINE
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THE CATCH BASIN,
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2) STEPS SHALL BE INSTALLED IN
0
2 -2' G.1: PIPE °R PVC PIPE '
Li
ALL CATCH BASINS OVER 3' IN :DEPTH.
W
of C �aj�
(�
Z
DEPTH ; SHALL BE MEASURED FROM THE
a' IdIN.,OVER 2' DEEP W MIN.
0
TOP OF THE GUTTER TO THE INVERT
J
to M N v
:2
=r
UP TO 6' FR04 TOP OF CURB.
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAYBE
USED IN 4X4X8 OR 4X8XI6 SIZES.
A
4) NCDOT APPROVED PRECAST
�--- Of U
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
15'
5) DOMESTIC CASTING REQUIRED WITHIN
• r-
STREET RIGHT DF WAY.
.e
3000
D
ea a °♦ ° °• ° ° Q
P.S.I.
°
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_T_
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00 o e • ° o ♦ c e • e • o r ° e o a • a ♦ o a ♦ ° o •
6" UP TO 12' DEEP
6" i° 12 OVER .i 2' DEEP
STANDARD C.B, STEP
3 -#3 REBARS I5'
8' LONG
3'
GROUT
B'
s' 6,
N PLACE
o
°♦ e
A
A�ya4!
0000000
A
2 -2" PIPES 22"
2' 1 %p'
SIDE
LONG ON A 3'
PLAN ELEVATION
SLOPE -IV BELOW
TOP OF C.B.
4-1 -
SUP RESISTANT CLEATS
B" AAiN�/UM,
pq
OREBAII CORROSION
RESISTANT
OVER 12' DEEP
uI
MATERIAL
12" MINIMUM UP TO
(RUSTIC)
S' FROM TOP OF CURB.
Ir
(PLASTIC)
IF STRUCTURE IS
Is' TYP.
ELEVATION SECTION A -A
GREATER THAN 12'
DEEP,FOOTIN0 IS
TO EXTEND S"
BEYOND THE STRUCTURE
CITY OF RALEIGH '
a
IleD
PUBLIC WORKS DEPARTMENT
6'
o•Q 4fe �;
a
f eif °fie °e
6'
REVISIONS ,
DAIE: 516106 DRAWN BY, MP
�oo� °a a °o s °• o ° a. i • o ale °O eeaos°
ao °�o.
5/19/0 JTT
5� OM
d/6j06 WDA
_mOO PSI CONCRETE
1/1"7 7 KW
13t/OT JTT
BASIN
- ':DRAWING NOT TO SCALE -
STD. # 30.01
GROUA
W��
�d{%IECTi1 ,
r
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CERT. NO.
353 $
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II
CITY OF RALEIGH ENGINEER'S CERTIFICATION: ®A® EXTENSION
I HEREBY CERTIFY THAT I AM A CIVIL PLAN
ALL CONSTRUCTICN MUST BE IN ENGINEER, REGISTERED IN THE STATE
ACCORDANCE NTH. ALL LOCAL, OF NORTH CAROLINA, AND THAT TO a
STATE, AND FEDERAL RULES AND THE BEST OF MY KNOWLEDGE AND
REGULATIONS. BELIEF, THIS PLAT IS IN ALL RESPECTS
CORRECT AND WAS PREPARED BY ME DETAILS
TRANSPORTATION SERVIGES OR UNDER MY DIRECTION:
>IPP® A1.
PUBLIC UTILITIES SIGNED: ` ®� ®�`'��i °CAR ©� E JOb
STORMWATER SEAL s �$- &E.ss10,v.% -% Code AL.P3S
PLANNING a ' �{ a i5 (' n'
FIRE �u � D g AI N, 0
URBAN FORESTRY ate. "•r +fir' �. , «° �� C4
'd
E N %r..A%R
E! ^ql rf.•
n �
ii

D
CITY OF RALEIGH
SIDEWALK ACCESS RAMPS
GENERAL NOTES
1. NORTH CAROLINA GENERAL STATUTE. 136 -44.14 REQUIRES THAT ALL STREET URBS
BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES T- :AFFIL,
OPERATIONS, REPAIRS; CORRECTIONS OF U77LITIES OR ALTERED FOR ANY REASON AFTER
SEPTEMBER 1, 1973 SHALL PROVIDE SIDEWALK ACCESS -RAMPS FOR THE ALLY
HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CUR PHnSC B AND GUTTER AND S'DEWALKS
ARE PROVIDED AND AT HE OTHER POINTS OF PEDESTRIANS FLOW.
IN ADDITION, .SECTION 228 OF THE
1973 FEDERAL AID HIGHWAY SAFETY AC T F- Q UI R ES
PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED. AFTER JULY!, 1976
WHETHER A SIDEWALK IS PROPOSED IN171ALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUr -S WITH
DISABILITIES COMPREHENSIVE CIVIL RIGHTS PROTECT70N SIMILAR TO THOSE PFC`VlDED
TO PERSONS ON THE BASIS OF RACE, SEX, NA77ONAL ORIGIN AND RELIGION LSDER THE
CIVIL RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE SEEN DESIGNED
TO COMPLY WITH CURRENT ADA !STANDARDS.
2. SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
OR AS ,DIRECTED BY THE ENGINEER. ,SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
INDICATED IN THE DETAIL .HOWEVER, 1HE- LOCATION MAY BE ADJUSTED AS DIRECTED BY
THE_ENGINEER WHERE EX1S77NG LIGHT POLES, FIRE HYDRANTS ,E
TC. AFFECT
OF -
PLACEMENT. AT A L L LOCATIONS, NOT LE SS THAN 2 FEET FULL CURB S H.LL BE PLACED
BETWEEN DOUBLE RAMPS.
DOUBLE WHEELCHAIR RA f,: R
U 1 �' SEC A O S
N
MPS ARE TO 8E. INSTALLED AT ALL PUBLIC !C S1REE T _
WHERE SIDEWALK /S REQUIRED.. WHEN .SIDEWALK IS NOT REQUIRED, CURB
IS : -0 BE DEPRESSED
AT ALL RAMP LOCATIONS AS SHOWN
ON SHEET 7 OF 4.
3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS THE DETECTA3LE WARNING AREA
PFS
SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLD I°,. AND LIGHT
CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS.
4: NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 0.08 (12:.1) IN RELATIONSHIP TO
THE GRADE OF THE STREET.
5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48"
HOWEVER, RAMP MAY EXCEED 48 ".
6. USE CLASS A (3000 PS!) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO 03TAIN A ROUGH
NONSKID SURFACE
7. A 112" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
JOINS .THE CURB AND AS SHOWN ON THE STANDARD DRAWING.
8. SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUCTTOla, AS SHOWN ON
SHEET 5 OF 5.
SHEET 4 OF 5
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS IDAM, 71310 :I DRAWN BY: JIB
516104 JTT S4DEWALK
612106 JIT ACCESS
1117107 WDP RAMPS
51,31107 JTT
S71 # 20.11
OR
i
2
3
4 5
SEE NOTE #3 ON
SIDEWALK ACCESS RAMP - A SHEET 4 of 4
DUMMY JOINT 4'0' MIN. /UMMY JOINT
w 5' SIDEWALK
g
74,�o
57.5'-
1 2" EXPANSION JOIN 48' / G ASS STRIP R .o' D
D M
0
FACE OF CURB
A - 2' DETECTABLE WARNING DOMES
INSIDE PEDESTRAIN SEE NOTE f 1.
CROSSWALK LINE PEDESTRIAN CROSSWALK DEPRESSED CURB STANDARD
10' MINIMUM SINGLE HANDICAP
R/W RAMP R/W
SIDEWALK ACCESS RAMP SEE STANDARD
N0. 20.11
SEE NOTE #2
SPECIFIED) 8.5'(UNLESS D ) DEPRESSED CURB
2' DETECTABLE STANDARD 2. 6' SEE DRIVEWAY DETAIL
CURB & GUTTER
WITH SIDEWALK
f2.1 MAXIMUM SLOPE WARNING DOMES STD. NO. 20.01
4" SEE NOTE gt
SEE NOTE #1
i
. ....� ." ON STD: N0. 20:01
z N+,
.J
SIDEWALK ACCESS RAMP • •' ''•'• • ♦'
,;
s
SECTION A A 4 CONCRETE
.FOUNDATION
FOR ALL PUBLIC STREET TIE -INS C C
" SLOPE 12:1 MAX (5' -4" MIN.) R/W R/W
12 DEPRESSED CURB
5' SdDEWALK -
2' DETECTABLE STANDARD Z'- 6" 2.7.E 3.5' ® ©. 2.5'
WARNING DOMES CURB & GUTTER G &G M
�4'
-Tr.
z
4" sEE NOTE yr r/ FT: C L a � { /4•A-t�
s
"�. ° +.: ,':. ".: `..'s, '::. °.,.. SLOPE _'__-'"-
I e ;+;
EiYA s s )'. .. Py,. r! M r'r�.: •'..♦ r.r♦ '1 r �y
LK f 0.s +.� +.. •. .. � • • . • '. ` .• • � : �E! : ���' r ♦ SIDEWALK
EXPANSION JOINT
4' CONCRETE SECTION. C -C
FOUNDATION © BITUMINOUS CONCRETE
SECTION "B -B" ® AGGREGATE BASE COURSE
RESIDENTIAL STREETS
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS ® COMPACTED SUB GRADE
OR PRIVATE STREET TIE IN, R/W A B C D E G
SHEET 2 OF 5 60' 41' 20.5' 18.0' 2 1/2" 1 -2 8" ABC 9.5'
55' 36' 18.0' 15.5' 2 1/2" 1 -2 8" ABC 9.5'
50' 31' 15.5' 13.0' 2 1/2" 1 -2 8" ABC 9.5'
CITY OF RALEIGH CITY OF RALEIGH
NOTES: PUBLIC WORKS DEPARTMENT 45' 26' 13.0' 10.5' 2 1/2" 1 -2 8" ABC 9.5' PUBLIC WORKS DEPARTMENT
1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE REVISIONS DATE 7 13100 DRAWN BY- JIB NOTES: REVISIONS DATE: 7/3/00 DRAWN BY: JTB
OF PAVER SHALL BE 1' X 1'. 515104 JTT SIDEWALK ACCESS 1. ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2 & 1 ". WDP 6129104 STANDARD
1/17/07 WDP JrI 6 16106
2. OBTAIN 709• CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER RAMPS RESIDENTIAL
5/31/07 JTT 2. IF DRIVEWAY IS WITHIN CLOSE PROXIMITY OF ACCESS RAMP, TIE WDP 1/17/07. CUL -DE -SAC
LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE TYPICAL LOCATION; SIDEWALK INTO DRIVEWAY.
DETECTABLE WARNING AREA.
STD. # 20.11 STD. # 20.32
=
c
u
Lei
� n n4rs ors =ivnv�
CENTER IN WALL A
16' LEVEL SPREADER ( SILL ELEV = 300.0
TOP ELEL 300.0
2' WIDE #57 STONE NEXT
TO LEVEL SPREADER
EXIST GRADE 4% IN BU` F_ F� �1
REINFORCING:
#4 ® 9" O.C.
BOTH DIRECTIONS
(TYP FOR ALL WALLS
15" RCP
INV = 300.0
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2' -6" CURB AND GUTTER
01 x.03 07 L,.03
m ♦ - -:; ,•
•93_ 03
02 02 Og 04
4.
•a s
a
r
n s
tL1-
n
.02- 04
X3 '0011- .09 x.05
to;
4 -_-
♦ R'
.Z
n .•
i'
_h
0 .05
�t�` .04 :oo 10
r.00 1.06
05 _.O1 x.11 x•07
t
.01
.a_ .07
,.06 .02 �
x.12
two
e
.O6
6" 24"
4n -1' 1.
oP
e /
3"
sl
6" °3`
10" w n
e ,o • ° p • , O •
6" 7n
6" ° e ( (,
r 18„ r� 12„ - -i
1. 30" CURB &GUTTER 2. 30" VALLEY TYPE GUTTER
NOTES:
1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS.
2. 112" EXPANSION JOINT EVERY 90'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026 -2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET 1 OF 2
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CITY OF RALEIGH
WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 7/3/00 DRAWN BY: JTB
1028 -2 OF NCOOT'S STANDARD SPECIFICATIONS FOR 5113104 JTT CURB
ROADS AND STRUCTURES. 615106 JTT AND
1112107 DP GUTTERS
6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER, 5131107 JTT
STD. # 20.21
GRASS SWALE 3'X15.5'
(LINE W/ WARM SEASON SOD)
4" PERT PIPE;
(DRAIN TO GRADE
F
I
2' (TYP)
SECTION 8-
4'X8' SURGE BASIN
W/ CLASS B RIP RAP
PLAN VIEW
rr�Tt ^K I a a.
TOP OF WALL 'A'
ELEV 301.0
4'X8' SURGE BASIN EXIST GRADE
W/ CLASS B RIP RAP
`1e:nN
TOP OF WALL 'B'
ELEV '300.5
MATCH EXIST GRADE N 2.5/cvo
BYPASS CHANNEL
DEEP e
�� GROUA
STANDARD UTILITY NOTES (AS APPLICABLE) � ���NYTECT� <�
•O
1. ALL MATERIALS & CONSTRUCTION METHODS' SHALL' BE IN ACCORDANCE' WITH CITY OF LI/ CERT. NO >✓
RALEIGH DESIGii STANDARDS, DETAILS &SPECIFICATIONS (REFERENCE: CORPUD y=_ 353 g
HANDBOOK, CURRENT ADDITION)
2. UTILITY SEPARA7,iON REQUIREMENTS:
R G
A A DISTANCE OF 1.00 SHALL BE MAINTAINED
HAL , BETWEEN. SANITARY SEWER &ANY '9CEIGH,N
PRIVATE OR PUBLIC WATER R U LY SOUR
L TE SUPPLY CE SUCH: AS AN IMPOUNDED
RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
SEPAW31ION CANNOT BE ARCHIVED, FERROUS SANITARY :SEWER' PIPE SHALL BE
SPECIFD & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM U
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' tij
FROM A PUBLIC WELL. -
B. WHEN �;N
STALLING WATER & OR SEWER MAINS' T 0 IZO TAL SEPARATION
U
HE H R N
BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED d
DUE TO I W
EX S 1 N I
EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN Q
A SEPARATE TE
U)
A TRENCH WITH THE ELEVATION M >
OF THE WATER MAIN AT LEAST 18
Q
ABOVE
THE TOP OF THE EW & MUST APPROVED E ER M S BE BY THE PUBLIC UTILITY
DIRECTOR. ALL DISTANCE ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE 0 V)
Z : r
DIAMET =R• 0
Q
� LO
_j 10o -
WHERE -1
C 1T IS IMPOSSIBLE TO OBTAIN PROPER S 0 dR NY
EPARATI N A TIME A
SANITARY SEWER MAIN PASSES OVER T D Il v O 't N
PAS 0 A WA ER MAIN, DIP MATERIALS OR STEEL °
E.0
(n
LO 0)
ENCAS_UENTS EXTENDED ENDED. 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED (L
o I,
V) V)
�W v
N
�l 1 00 00 •-
& INSTALLED, TO WATER LINE SPECIFICATION. Li W O
_ 0 = 0) 6 D. 5.0' WINIMUM HORIZONTAL SEPARATION IS REQU I RED BETWEE N ALL SANITARY z C L - V) U
4-
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIALS IS SPECIFIED FOR UJ ) Z 0) 0) 0
SANITARY SEWER. W F p
E. MAINTA A 18" VERTICAL SEPARATION AT ALL WATERLINE & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24 MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER > +-
& RCP STORM DRAIN CROSSINGS' WHERE ADEQUATE SEPARATIONS CANNOT B U I-- � O LL W
Q E
ACHIEVED' SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" 11111MIN
CLEARANCE (PER CORPUD- DETAILS W-41 & W -49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS 'WATER & SEWER FACILITIES
WITH 13" VERTICAL SEPARATION REQUIRED.
3. ANY NECESSAR" FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN & /OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
PRIOR TO CONSTRUCTION. 0
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PROCEEDED BY A 24 HOUR ADVANCE NOTICE TO
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. �..m
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCE MAINS. 4.0'
MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & Q W
SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE ry
DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ry U
ABANDONING TA? AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER • • _ �-
CORPUD HANDBOOK PROCEDURE. �O U `�
Y
7. INSTALL 3/4 COPPER WATER SERVICES WITH METERS AT ROW OR WITHIN A 2x2 LL_ ` f� Z'
WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: it is the applicant's responsibility Z =;� Q
Q U: 0
to properly size the water service for each connection to provide adequate flow & J
pressure: 0- ��"� � < U'
8. INSTALL 4" PVC SEWER SERVICES ® 1.07. MINIMUM GRADE WITH CLEANOUTS LOCATED Z
AT ROW OR EASEMENT LINE &SPACED EVERY 75 LINEAR FEET MAXIMUM. Z -7
9. PRESSURE REDJCING VALVES ARE REQUIRED ON ALL WATER SERVICE EXCEEDING 80 z %'
PSI; BACK"WAT"ER VALVES ARE . REQUIRED ON ALL SANITARY SEWER SERVICES HAVING Ld LIJ = Z
BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE. LX � Z _
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM W ::D 0
NCDWQ, USACE &,/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND & /OR FLOODPLAIN Q W
(RESPECTIVELY) PRIOR TO CONSTRUCTION. 0. W Z <
11. NCDOT /RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK x 07 Q ry,
(INCLUDING EXTENSIONS & SEWER TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO �+
CONSTRUCTION. Drawn
By J HJ
12. GREASE INTERCEPTOR /OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLING. Checked
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR By EFS
PRIOR TO ISSU,4.NCE OF A BUILDING PERMIT.
13. CROSS -CONEC i:.ON CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE ,
RD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING DATE:
OF HEALTH HAS:, 23 MAY 2013
PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM
REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY REVISED:
ENGINEERING (SSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA 1027 JUN 2013
APPROVAL LIST. THESE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL &
PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S 2% 28 JUL 2013
RECOMMENDATIONS OR THE LOCAL CROSS- CONNECTION CONTROL PROGRAM, WHICHEVER 3Q05 AUG 2013
IS MORE STRINGENT. CONTACT JOANIE HELVEY AT ;(919) 212 -5923 OR
joanie.helvey ®rcleighnc;gov FOR MORE INFORMATION.
CITY OF RALEIGH
ALL CONSTRUC"i'ON MUST BE IN
ACCORDANCE U1'I7H ALL LOCAL,
STATE, AND FEDERAL RULES AND
REGULATIONS.
TRANSPORTATION SER?:ICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
0
ROAD 'EXTENSION
PLAN
o
DETAILS
C7
J
J
a
CL
Job Code ALP3S
CD „ _
in
°' D 1i a N .
H
H
OR
i
2
3
4 5
SEE NOTE #3 ON
SIDEWALK ACCESS RAMP - A SHEET 4 of 4
DUMMY JOINT 4'0' MIN. /UMMY JOINT
w 5' SIDEWALK
g
74,�o
57.5'-
1 2" EXPANSION JOIN 48' / G ASS STRIP R .o' D
D M
0
FACE OF CURB
A - 2' DETECTABLE WARNING DOMES
INSIDE PEDESTRAIN SEE NOTE f 1.
CROSSWALK LINE PEDESTRIAN CROSSWALK DEPRESSED CURB STANDARD
10' MINIMUM SINGLE HANDICAP
R/W RAMP R/W
SIDEWALK ACCESS RAMP SEE STANDARD
N0. 20.11
SEE NOTE #2
SPECIFIED) 8.5'(UNLESS D ) DEPRESSED CURB
2' DETECTABLE STANDARD 2. 6' SEE DRIVEWAY DETAIL
CURB & GUTTER
WITH SIDEWALK
f2.1 MAXIMUM SLOPE WARNING DOMES STD. NO. 20.01
4" SEE NOTE gt
SEE NOTE #1
i
. ....� ." ON STD: N0. 20:01
z N+,
.J
SIDEWALK ACCESS RAMP • •' ''•'• • ♦'
,;
s
SECTION A A 4 CONCRETE
.FOUNDATION
FOR ALL PUBLIC STREET TIE -INS C C
" SLOPE 12:1 MAX (5' -4" MIN.) R/W R/W
12 DEPRESSED CURB
5' SdDEWALK -
2' DETECTABLE STANDARD Z'- 6" 2.7.E 3.5' ® ©. 2.5'
WARNING DOMES CURB & GUTTER G &G M
�4'
-Tr.
z
4" sEE NOTE yr r/ FT: C L a � { /4•A-t�
s
"�. ° +.: ,':. ".: `..'s, '::. °.,.. SLOPE _'__-'"-
I e ;+;
EiYA s s )'. .. Py,. r! M r'r�.: •'..♦ r.r♦ '1 r �y
LK f 0.s +.� +.. •. .. � • • . • '. ` .• • � : �E! : ���' r ♦ SIDEWALK
EXPANSION JOINT
4' CONCRETE SECTION. C -C
FOUNDATION © BITUMINOUS CONCRETE
SECTION "B -B" ® AGGREGATE BASE COURSE
RESIDENTIAL STREETS
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE DRIVEWAYS ® COMPACTED SUB GRADE
OR PRIVATE STREET TIE IN, R/W A B C D E G
SHEET 2 OF 5 60' 41' 20.5' 18.0' 2 1/2" 1 -2 8" ABC 9.5'
55' 36' 18.0' 15.5' 2 1/2" 1 -2 8" ABC 9.5'
50' 31' 15.5' 13.0' 2 1/2" 1 -2 8" ABC 9.5'
CITY OF RALEIGH CITY OF RALEIGH
NOTES: PUBLIC WORKS DEPARTMENT 45' 26' 13.0' 10.5' 2 1/2" 1 -2 8" ABC 9.5' PUBLIC WORKS DEPARTMENT
1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE REVISIONS DATE 7 13100 DRAWN BY- JIB NOTES: REVISIONS DATE: 7/3/00 DRAWN BY: JTB
OF PAVER SHALL BE 1' X 1'. 515104 JTT SIDEWALK ACCESS 1. ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2 & 1 ". WDP 6129104 STANDARD
1/17/07 WDP JrI 6 16106
2. OBTAIN 709• CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER RAMPS RESIDENTIAL
5/31/07 JTT 2. IF DRIVEWAY IS WITHIN CLOSE PROXIMITY OF ACCESS RAMP, TIE WDP 1/17/07. CUL -DE -SAC
LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE TYPICAL LOCATION; SIDEWALK INTO DRIVEWAY.
DETECTABLE WARNING AREA.
STD. # 20.11 STD. # 20.32
=
c
u
Lei
� n n4rs ors =ivnv�
CENTER IN WALL A
16' LEVEL SPREADER ( SILL ELEV = 300.0
TOP ELEL 300.0
2' WIDE #57 STONE NEXT
TO LEVEL SPREADER
EXIST GRADE 4% IN BU` F_ F� �1
REINFORCING:
#4 ® 9" O.C.
BOTH DIRECTIONS
(TYP FOR ALL WALLS
15" RCP
INV = 300.0
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2' -6" CURB AND GUTTER
01 x.03 07 L,.03
m ♦ - -:; ,•
•93_ 03
02 02 Og 04
4.
•a s
a
r
n s
tL1-
n
.02- 04
X3 '0011- .09 x.05
to;
4 -_-
♦ R'
.Z
n .•
i'
_h
0 .05
�t�` .04 :oo 10
r.00 1.06
05 _.O1 x.11 x•07
t
.01
.a_ .07
,.06 .02 �
x.12
two
e
.O6
6" 24"
4n -1' 1.
oP
e /
3"
sl
6" °3`
10" w n
e ,o • ° p • , O •
6" 7n
6" ° e ( (,
r 18„ r� 12„ - -i
1. 30" CURB &GUTTER 2. 30" VALLEY TYPE GUTTER
NOTES:
1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS.
2. 112" EXPANSION JOINT EVERY 90'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026 -2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET 1 OF 2
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CITY OF RALEIGH
WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS DATE: 7/3/00 DRAWN BY: JTB
1028 -2 OF NCOOT'S STANDARD SPECIFICATIONS FOR 5113104 JTT CURB
ROADS AND STRUCTURES. 615106 JTT AND
1112107 DP GUTTERS
6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER, 5131107 JTT
STD. # 20.21
GRASS SWALE 3'X15.5'
(LINE W/ WARM SEASON SOD)
4" PERT PIPE;
(DRAIN TO GRADE
F
I
2' (TYP)
SECTION 8-
4'X8' SURGE BASIN
W/ CLASS B RIP RAP
PLAN VIEW
rr�Tt ^K I a a.
TOP OF WALL 'A'
ELEV 301.0
4'X8' SURGE BASIN EXIST GRADE
W/ CLASS B RIP RAP
`1e:nN
TOP OF WALL 'B'
ELEV '300.5
MATCH EXIST GRADE N 2.5/cvo
BYPASS CHANNEL
DEEP e
�� GROUA
STANDARD UTILITY NOTES (AS APPLICABLE) � ���NYTECT� <�
•O
1. ALL MATERIALS & CONSTRUCTION METHODS' SHALL' BE IN ACCORDANCE' WITH CITY OF LI/ CERT. NO >✓
RALEIGH DESIGii STANDARDS, DETAILS &SPECIFICATIONS (REFERENCE: CORPUD y=_ 353 g
HANDBOOK, CURRENT ADDITION)
2. UTILITY SEPARA7,iON REQUIREMENTS:
R G
A A DISTANCE OF 1.00 SHALL BE MAINTAINED
HAL , BETWEEN. SANITARY SEWER &ANY '9CEIGH,N
PRIVATE OR PUBLIC WATER R U LY SOUR
L TE SUPPLY CE SUCH: AS AN IMPOUNDED
RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
SEPAW31ION CANNOT BE ARCHIVED, FERROUS SANITARY :SEWER' PIPE SHALL BE
SPECIFD & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM U
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' tij
FROM A PUBLIC WELL. -
B. WHEN �;N
STALLING WATER & OR SEWER MAINS' T 0 IZO TAL SEPARATION
U
HE H R N
BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED d
DUE TO I W
EX S 1 N I
EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN Q
A SEPARATE TE
U)
A TRENCH WITH THE ELEVATION M >
OF THE WATER MAIN AT LEAST 18
Q
ABOVE
THE TOP OF THE EW & MUST APPROVED E ER M S BE BY THE PUBLIC UTILITY
DIRECTOR. ALL DISTANCE ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE 0 V)
Z : r
DIAMET =R• 0
Q
� LO
_j 10o -
WHERE -1
C 1T IS IMPOSSIBLE TO OBTAIN PROPER S 0 dR NY
EPARATI N A TIME A
SANITARY SEWER MAIN PASSES OVER T D Il v O 't N
PAS 0 A WA ER MAIN, DIP MATERIALS OR STEEL °
E.0
(n
LO 0)
ENCAS_UENTS EXTENDED ENDED. 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED (L
o I,
V) V)
�W v
N
�l 1 00 00 •-
& INSTALLED, TO WATER LINE SPECIFICATION. Li W O
_ 0 = 0) 6 D. 5.0' WINIMUM HORIZONTAL SEPARATION IS REQU I RED BETWEE N ALL SANITARY z C L - V) U
4-
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIALS IS SPECIFIED FOR UJ ) Z 0) 0) 0
SANITARY SEWER. W F p
E. MAINTA A 18" VERTICAL SEPARATION AT ALL WATERLINE & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24 MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER > +-
& RCP STORM DRAIN CROSSINGS' WHERE ADEQUATE SEPARATIONS CANNOT B U I-- � O LL W
Q E
ACHIEVED' SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" 11111MIN
CLEARANCE (PER CORPUD- DETAILS W-41 & W -49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS 'WATER & SEWER FACILITIES
WITH 13" VERTICAL SEPARATION REQUIRED.
3. ANY NECESSAR" FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN & /OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
PRIOR TO CONSTRUCTION. 0
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PROCEEDED BY A 24 HOUR ADVANCE NOTICE TO
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. �..m
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCE MAINS. 4.0'
MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & Q W
SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE ry
DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ry U
ABANDONING TA? AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER • • _ �-
CORPUD HANDBOOK PROCEDURE. �O U `�
Y
7. INSTALL 3/4 COPPER WATER SERVICES WITH METERS AT ROW OR WITHIN A 2x2 LL_ ` f� Z'
WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: it is the applicant's responsibility Z =;� Q
Q U: 0
to properly size the water service for each connection to provide adequate flow & J
pressure: 0- ��"� � < U'
8. INSTALL 4" PVC SEWER SERVICES ® 1.07. MINIMUM GRADE WITH CLEANOUTS LOCATED Z
AT ROW OR EASEMENT LINE &SPACED EVERY 75 LINEAR FEET MAXIMUM. Z -7
9. PRESSURE REDJCING VALVES ARE REQUIRED ON ALL WATER SERVICE EXCEEDING 80 z %'
PSI; BACK"WAT"ER VALVES ARE . REQUIRED ON ALL SANITARY SEWER SERVICES HAVING Ld LIJ = Z
BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE. LX � Z _
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM W ::D 0
NCDWQ, USACE &,/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND & /OR FLOODPLAIN Q W
(RESPECTIVELY) PRIOR TO CONSTRUCTION. 0. W Z <
11. NCDOT /RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK x 07 Q ry,
(INCLUDING EXTENSIONS & SEWER TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO �+
CONSTRUCTION. Drawn
By J HJ
12. GREASE INTERCEPTOR /OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLING. Checked
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR By EFS
PRIOR TO ISSU,4.NCE OF A BUILDING PERMIT.
13. CROSS -CONEC i:.ON CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE ,
RD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING DATE:
OF HEALTH HAS:, 23 MAY 2013
PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM
REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY REVISED:
ENGINEERING (SSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA 1027 JUN 2013
APPROVAL LIST. THESE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL &
PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S 2% 28 JUL 2013
RECOMMENDATIONS OR THE LOCAL CROSS- CONNECTION CONTROL PROGRAM, WHICHEVER 3Q05 AUG 2013
IS MORE STRINGENT. CONTACT JOANIE HELVEY AT ;(919) 212 -5923 OR
joanie.helvey ®rcleighnc;gov FOR MORE INFORMATION.
CITY OF RALEIGH
ALL CONSTRUC"i'ON MUST BE IN
ACCORDANCE U1'I7H ALL LOCAL,
STATE, AND FEDERAL RULES AND
REGULATIONS.
TRANSPORTATION SER?:ICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
0
ROAD 'EXTENSION
PLAN
o
DETAILS
C7
J
J
a
CL
Job Code ALP3S
CD „ _
in
°' D 1i a N .

I 1 ��= 4' VERT.
0 40 80 120 160
N
m
0
00
N
F^
S
10 +00 1 1-rVU
ORTIN LANE PROFILE
4
1
r
i
rm
t
• � \ `/ \ ,y`b 1 i ," to � t, �m
' a
PROP 30'
1 r ,
0 0 YR. FLOODPLAIN
\ E- PROGREES
DUK t f L
O.H. ELEC EASEMENT ► ` s
� 1 ' 0 YR. FLOODPLAIN
1
r , � 1 ► 5_ p
;ROP 20 PRIVATE
'TO DRAINAGE ESM'T 4�'
s5 w i s° BUFFE TCA IS LIMITS
OF DIS RBANCE V
w 145r LF. ` 15" RCP 84
. ya
42 LF 15 j E.O.P. I#4
i RCP ® 1% �' INV =300.0
€ 1r
cV I r
t �
��.. � �J ,a��•a', °r�rf `' SEE ENGR 1.2
/ = NENf�MH /JBm #2 1 ' '' '� FOR SURGE POOL,
315 NSW MH /JB #3 1 y is `wLrr;.
- - -- OP =37 �:5 FLOW DIVERTER AND
NEW Cl Ci # TOP =304.0 r ,. `
P =316 15 INV IPA =312:3 INV IN= 300:53 1 b� h LEVEL SPREADER
1a m x
TO _ = INV OUT -31.13 ' DETAILS
PROVIDE TREE �� - INV. OUT- 31'2.75 m INV OUT= 300.33
t , �..
PROTECTION i ENCE
ALONG P/L j 1 C PROF TREE ® # r
{ - - PROTECTION FENCE ► BUFFER SLOPES
-Atf NI3 A- (LEAVE GAP 1 F i s � . +/ -4% TO
FOR BYPASS CHANNEL) - - rn yr >z EXIST CHANNEL.,
RB R9 , — — —
RB ' - - - -- - AREA
_-(-- A* - - - - -
„a„,
F
u 1� rt r$ r '� Y 'a a �S by �P4�f 7f —��d "— -- --- _
r BYPASS A EL
+/ 90 L V- CHANNEL
rc ' 2' DEEP / 2:1 SIDES
W/ CLASS B RIP RAP
3�0 -�-- •c �4; anal t,;� s. 40o sF r. °: rs .•t..,; MATCH GRAD E(+/
G /
H +
_ ZONE -.1 ` PROP 20' PRIVATE
- - $ PROP 30' DUKE- PROGRESS % , IMPACT ,.:� STORM DRAINAGE ESM'T
- - -
- - - O.H. ELEC EASEMENT sP 1
" - _ ._.... --•�:. - .. a �� .__..- --__ -- - - - -
-1
PLAN: 1 " =40'
0.36 AC. PROFILE: 1 "=40' HORIZ.
It ds
• 40 80 120 160
® ®®
F r 7 i s h 'r
5
6. CONTRACTOR SHA.'�L COORDINATE THE LOCATION OF THE WATER AND SEWER
SERVICE TO THE 3UILDING WITH THE BUILDING PLUMBING CONTRACTOR AND THE
BUILDING PLANS.
® M 4115MMMEM
PROPERTY BOUNDARY
O
GROVA
- - - - --
SETBACK LINE
E
\TECTU��
E
PROPOSED OVERHEAD ELECTRIC
- _SS-_ - -
EXISTING 'SANITARY' SEWER
W
EXISTING WATER LINE
W
PROPOSED WATER LINE
GENERAL
NOTES:
v
CERT. No n'
RIPARIAN BUFFER
MM I MW I EM
F ,
ACCORDANCE WITH ALL LOCAL,
353 z .
O
CENTERLINE OF CREEK
1.
ALL CONSTRUCTION SHALL BE DONE IN 'ACCORDANCE WITH ALL CITY OF RALEIGH AND
TP
TREE PROTECTION FENCE
SF
NCDOT STANDARDS AND SPECIFICATIONS.
rte ,
CARC\',G•
2.
CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1- 800 - 632 - 4949) LOCATE
�RTH
�EIGH,N
o Job
ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
V
3.
CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
W
W
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
W
SEAL F.slj�'
rr
BEGINNING CONSTRUCTION:
a
::D
f-
�
�—
M <C W
a
N
E I) G R
FIRE
f
5.
BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY ELINGBURG
URBAN FORESTRY
W
LAND SURVEY CO., P.A. TITLED: "RECOMBINATION PLAT OF A.L. PURRINGTON, III &
%fa l l
1=
SUZANNE T. PURRINGTON TRACTS" DATED NOVEMBER 22, 2006. THIS PLAN ALSO
_
U
CONTAINS EXISTING SITE INFORMATION AND TOPOGRAPHY FROM THE WAKE COUNTY
GIS:
•r
Q
6.
CONSTRUCTION SHALL CONFORM TO A.D:A. STANDARDS.
ALL CONSTR
Ld
Q
•� e� e
0-
UTILITY
NOTES:
Q
U
_'
,^
W
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH.
_J
M
oU
THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND
J
SPECIFICATIONS:
I` N Q
ee
�
N �
2.
CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL _(1- 800 -632 -4949)
f
° 0 (0�j p) o
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
ff N n to -0
00 00 •-
3.
`
CONTRACTOR SHALL VERIFY THE LOCATION AN D DEPTH OF ALL EXISTING UTILITIES
W
W
0
ry c 0; 0) @
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
Z
z
U
BEGINNING CONSTRUCTION.
z
ee
z
�
4
A:' C RDINATE THE LOCATION OF THE ELECTRIC GAS AND
TOR SHALL 00 ,
'
-
TELEPHONE SERVaSE WITH THE `APPROPRIATE UTILITY COMPANY PRIOR TO
- •, o
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED
E UTILI "ES UNDER PAVED AREAS.
FOR THESE
U
U
_ `- a a
•-
F-Wo LW
5.
THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF
UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL
min
COORDINATE THE ACTUAL AND PROPOSED LOCATION OF UTILITIES TO AVOID
CONFLICTS.
6. CONTRACTOR SHA.'�L COORDINATE THE LOCATION OF THE WATER AND SEWER
SERVICE TO THE 3UILDING WITH THE BUILDING PLUMBING CONTRACTOR AND THE
BUILDING PLANS.
10 +00
e
11 +UU
I J'rUU
LEGEND
® M 4115MMMEM
PROPERTY BOUNDARY
O
LOT LINE
- - - - --
SETBACK LINE
E
EXISTING OVERHEAD ELECTRIC
E
PROPOSED OVERHEAD ELECTRIC
- _SS-_ - -
EXISTING 'SANITARY' SEWER
W
EXISTING WATER LINE
W
PROPOSED WATER LINE
PROPOSED `STORM DRAIN
v
RB
RIPARIAN BUFFER
MM I MW I EM
100 YEAR FLOODPLAIN
ACCORDANCE WITH ALL LOCAL,
500 YEAR FLOODPLAIN -
O
CENTERLINE OF CREEK
LD
LIMITS OF DISTURBANCE
TP
TREE PROTECTION FENCE
SF
SILT FENCE
rte ,
TREE CONSERVATION AREA
ry ¢ Q
W U
O
o Job
Zoe
r
V
W
�M�
O
W
W
W
�
W
SEAL F.slj�'
rr
W =
a
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EXISTING OVERHEAD ELECTRIC
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PUBLIC
Water Distribution/Extension System
The City of Raleig:, consents to the connection and extension of the City's public water system as shown on
this plan. The mawrial and construction methods used for this project shall conform to the City's Public
Utilities Handbook's; standards and specifications:
City of Raleigh W -3163
Public Utilities Dep_rtment Permit
Construction Apprsx,;al Mark Brown'
Date 06- 27- 2''13
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W ROAD EXTENSION
PLAN
ENGINEER'S CERTIFICATION:
CIT<` OF RALEIGH
I HEREBY CERTIFY THAT I AM A CIVIL '
ORTIN LANE
ENGINEER, REGISTERED IN THE STATE
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ALL CONSTRUCTION MUST BE IN
Ory
ACCORDANCE WITH ALL LOCAL,
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ENGINEER'S CERTIFICATION:
CIT<` OF RALEIGH
I HEREBY CERTIFY THAT I AM A CIVIL '
ORTIN LANE
ENGINEER, REGISTERED IN THE STATE
a PLAN
ALL CONSTRUCTION MUST BE IN
OF NORTH CAROLINA, AND THAT TO
ACCORDANCE WITH ALL LOCAL,
THE BEST OF _MY KNOWLEDGE AND
STATE, AND FEDERAL RULES AND
BELIEF,' THIS PLAT IS IN ALL RESPECTS
a- PROFILES
REGULATIONS.
CORRECT AND WAS PREPARED BY ME
OR UNDER MY DIRECTION.
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TRANSPORTAT";N SERVICES
SIGNED:
Code ALP3S
PUBLIC UTILPHES
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ri PUBLIC UTILITIES i4 PUBLIC WORKS
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SITE ANDCOMMERCIAL AIJRDIN� DATA SHEET 101.04.11 1
GENERAL. NOTES:
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND
NCDOT STANDARDS AND SPECIFICATIONS,
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1 -800- 632 -4949) LOCATE
ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
BEGINNING CONSTRUCTION.
5, BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY ELINGBURG
LAND SURVEY CO., P.A. TITLED: "RECOMBINATION PLAT OF A.L. PURRINGTON, Ill &
SUZANNE T. PURRINGTON TRACTS" DATED NOVEMBER 22, 2006. THIS PLAN ALSO
CONTAINS EXISTING SITE INFORMATION AND TOPOGRAPHY FROM THE WAKE COUNTY
GIS.
6, ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
FLOODPLAIN NOTES:
1. REGULATORY FLOD PROTECTION ELEVATIONS (RFPE) SHOWN TWO FEE1'(2') ABOVE BASE
FLOOD ELEVATIONS PER CITY CODE SECTION 10 -4002.
2. THE BULK COVERAGE OF ANY LOT SHALL NOT EXCEED MORE THAN 50% OF THAT
PORTION OF THE FLOODWAY FRINGE OR FUTURE CONDITIONS FLOOD HAZARD AREAS
ON THAT LOT PER CITY CODE SECTION 10- 4008(c).
342,572 SF % �� / !® ♦ `
m f PUBLIC Water DisidbubonJE&nsign System
The City of Raleigh consents to the connection and extension of the City's public water system as shown an
this plan. The material and cons#ruetion methods used for this project shall conform to the City's Pubilc
r ®f Utilities Handbook's standards and
i i rr EX, 20' C.Q.R. specifications: \ / '' ��
r' r SS ESM'fi
r - , City o€ Raleigh W -3163
– – j Puhlic Utilities Department Permit
_ , \ ....- � 1 � r f Mark Brown
82'35'4 ` FIRM & 3720D77700 ® \ %~ 7 Construction Approval
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r 08 -27 -2013
Date
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ENGINEER'S CERTIFICATI ®N;
I HEREBY CERTIFY THAT I, AM A CIVIL
ENGINEER, REGISTERED :IN..THE STATE
OF NORTH CAROLINA, AND THAT TO
THE BEST OF MY KNOWLEDGE AND
BELIEF, THIS PLAT IS IN ALL RESPECTS
CORRECT AND WAS PREPARED BY ME'
OR UNDER MY 0��� o0
SIGNED:i
SEAL a

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IN
FRONT VIEW
NOTES:
STEEL POST
— END OF SILT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED
— SEE,N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SILT FENCE GEOTEXTILE FABRIC FOR REPAIR OF SILT
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; FENCE FAILURES, USE
PLANNING CONSIDERATIONS &,bESI,GN CRITERIA. (HOWEVER FLOW No. 57 'WASHED STONE.
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE). FOR ANCHOR WHEN SILT
0 FENCE IS PROTECTING
FILL SLOPE CATCH BASIN. IN EACH
C14 CASE THE SILT FENCE
IS TO BE PROPERLY
ENTRENCHED & THE
C-4 STONE SHALL BE AT
tno GRADE
A MINIMUM OF 16"
ABOVE GRADE AT THE
DIRECTION OF FLOW
0
6" MIN. COVER & BETWEEN 60 45
0
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1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
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NOTES,
TREE PROTECTION
DO NOT ENTER
err..
WARNING SIGNS TO BE MILE OF DURABLE; YEA7HERPROOF' MATERIAL,
11%
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
LETTERS TO BE 3' HIGH X11,11MUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
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DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
SIGNS SHALL BE PLACED AT 50' A#A)aMUU INTERVALS,
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THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
■�
PLACE A SGRAT EACH 54D -OF UNEAR TREE PROTECTION AND 50' CW CENTER THEREAFTER.
AND To AVOID WASHOUTS WHEN OVERFLOW OCCURS.
!i
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1 00. 0 oca l;��v
-0
ROWS BY PLACING 2 X. 4 WOOD STUDS THROUGH
FOR TREE PROTECTION. AFFAS LESS THAN 200' IN PERIMETER, PROVIDE' NO LESS THAN ONE SIGN PER PR07EC77ON AREA.
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bo
BLOCK OPENINGS.
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2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
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All
141 —4
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
0 00 0
0
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MAINTAIN IMX PR07E C77M FENCE THROUGHOUT DURATION OF' PRO ECT,
II! i - I - - �Ij(
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POLY BARRICADE FABRIC (TYPICAQ
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DIAMETER, PLACED 2 INCHES BELOW THE TOP
ADDITIONAL SIGNS mAly. rr-.- rsauiRED By CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITION&
OF THE BLOCK ON A 1 SLOPE OR FLATTER AND
2
2-1 SLOPE, GRAVEL BERM
PLACE A SIGN At EACH 'fft'D OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOT TO BE USED FOR SEDIMENT STORAGE
0
Q
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TEAPORARY SEDIMENT
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01
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
RADE
laf
40'
FRONT VIEW
TREE PROTECTION AREA
18'
L—A DO NOT ENTER I
WARNING SIGN DETAIL
VARIABLE AS DIRECTED BY THE ENGINEER
���G
VIEW..
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
IN,'m
0
C -1 =m
-SIGN
7
NOTES,
TREE PROTECTION
DO NOT ENTER
err..
WARNING SIGNS TO BE MILE OF DURABLE; YEA7HERPROOF' MATERIAL,
11%
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
LETTERS TO BE 3' HIGH X11,11MUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
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DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
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THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
PLACE A SGRAT EACH 54D -OF UNEAR TREE PROTECTION AND 50' CW CENTER THEREAFTER.
AND To AVOID WASHOUTS WHEN OVERFLOW OCCURS.
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IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
1 00. 0 oca l;��v
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ROWS BY PLACING 2 X. 4 WOOD STUDS THROUGH
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-00-6'U
bo
BLOCK OPENINGS.
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W 0 0- 00
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
IDe
ATTACH SIGNS SECURMY A7 FENCE POSTS AND FABRIC
All
141 —4
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
0 00 0
0
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MAINTAIN IMX PR07E C77M FENCE THROUGHOUT DURATION OF' PRO ECT,
II! i - I - - �Ij(
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MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
RADE
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40'
FRONT VIEW
TREE PROTECTION AREA
18'
L—A DO NOT ENTER I
WARNING SIGN DETAIL
CONSTRUCTION SPECIFICATIONS
.SIDE
VIEW..
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
IN,'m
0
C -1 =m
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
NOTES,
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
WARNING SIGNS TO BE MILE OF DURABLE; YEA7HERPROOF' MATERIAL,
11%
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
LETTERS TO BE 3' HIGH X11,11MUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
El
1:1
0
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
SIGNS SHALL BE PLACED AT 50' A#A)aMUU INTERVALS,
009,70 0
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THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
PLACE A SGRAT EACH 54D -OF UNEAR TREE PROTECTION AND 50' CW CENTER THEREAFTER.
AND To AVOID WASHOUTS WHEN OVERFLOW OCCURS.
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0 - ou
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
1 00. 0 oca l;��v
-0
ROWS BY PLACING 2 X. 4 WOOD STUDS THROUGH
FOR TREE PROTECTION. AFFAS LESS THAN 200' IN PERIMETER, PROVIDE' NO LESS THAN ONE SIGN PER PR07EC77ON AREA.
-00-6'U
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BLOCK OPENINGS.
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2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
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00
ATTACH SIGNS SECURMY A7 FENCE POSTS AND FABRIC
04� 1.91 0 0. %zk
00
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
0 00 0
0
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MAINTAIN IMX PR07E C77M FENCE THROUGHOUT DURATION OF' PRO ECT,
0
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
ADDITIONAL SIGNS mAly. rr-.- rsauiRED By CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITION&
OF THE BLOCK ON A 1 SLOPE OR FLATTER AND
2
2-1 SLOPE, GRAVEL BERM
PLACE A SIGN At EACH 'fft'D OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOT TO BE USED FOR SEDIMENT STORAGE
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Q
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TEAPORARY SEDIMENT
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- -7
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NOTE: FOR TREE PROTECTION ONLY
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2' MAX.
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STANDAFD TREE PRO]-ECTION DETAIL
CONSTRUCTION SPECIFICATIONS
DEWATERING CONCRETE BLOCK
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
IN,'m
0
C -1 =m
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
❑ 0
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
11%
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
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b 0 r_7
El
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DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
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3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 1 SLOPE OR FLATTER AND
SMOOTH IT TO. AN EVEN GRADE. DOT #57 WASHED
2-1 SLOPE, GRAVEL BERM
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
WIRE SCREEN
TEAPORARY SEDIMENT
F DEWATERING
- -7
MIN.
16"
2' MAX.
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SEIIIAENT
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50' MIN. NOTES:
8',IJT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
0 0 0000
0 00 00 0(� 0pogo 0 0 OT -0 0 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
0000 0 Q
OAj
0000 000 25' OR FULL WIDTH THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
%0 2" 3" STONE TO BE USED 00 OF PROPOSED STREET OVER THE STONE, THEN THE TIRES OF THE
z g 0,-
I­_ 0 SURGE STONE OR 0 VEHICLE MUST BE WASHED BEFORE ENTERING THE
Ln .0 OR ENTRANCE,
< 000 00
X 0 RAILROAD BALAST WHICHEVER IS PUBLIC ROAD.
0 0
m 000 0 0 c 80
00 GREATER.
00000, 0", doo
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0 0 0' 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
'00 0 0 00o6 & 800�po 0
2POO 00ce, 0 00 O
0 068 6 000
00 0cp r, 00000 0 cc> 00 bb'n ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
.PLAN RESPONSIBILITY FORM.
NEW CONSTRUCTION
EXISTING ROADWA Y 35' 15' MIN.
1 0
0 CFO MIN.
6" MIN OP-0 90 v 0, 0 000 0 0 0 00 00 •000
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LEGEND
go em almommomm PROPERTY BOUNDARY
LOT LINE
— — — — — — SETBACK LINE
— E EXISTING OVERHEAD ELECTRIC
— E PROPOSED OVERHEAD ELECTRIC
_SS_ EXISTING SANITARY SEWER
w EXISTING WATER LINE
W PROPOSED WATER LINE
mmmmmc:=Rmmm= PROPOSED STORM DRAIN
RIB RIPARIAN BUFFER
100 YEAR FLOODPLAIN
500 YEAR FLOODPLAIN
CENTERLINE OF CREEK
LD LIMITS OF DISTURBANCE
TP TREE PROTECTION FENCE
SF SILT FENCE
TREE CONSERVATION AREA
CROSS SECTION
CONSTRUCTION ENTRANCE
GROUA
\'TECT
CERT. NO.
353
CA
EIGH,
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT
2. INSTALL TEMPORARY E'ROSION CONTROL MEASURES AS SHOWN ON THE
APPROVED PLAN. CLEAR ONLY AS NECESSARY TRO INSTALL THESE DEVICES.
3. CALL [phone]FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. IF <
APPROVED, BEGIN CLEARING AND GRUBBING. Li <
:D
4. MAINTAIN DEVICES AS NEEDED. GRADE SITE FOR ROAD IMPROVEMENTS. Cn (0
5. INSTALL STORM SEWE� AND PROTECT INLETS AS SHOWN ON THE PLAN. E
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DIVERT DRAINAGE TO INLETS AS THEY ARE COMPLETED. < 0
. SILT FENCE OUTLET _j 1 00 Lo
AT BYPASS CHANNEL TO REMAIN IN PLACE UNTIL BYPASS CHANNEL INTSALLED.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO IINISHFU GRADE WIT U) H CL 0 r-, Lo 0)
E
TC. 00 Do
VEGETATION, PAVING, N n ")
0 0) @
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7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREA,S ARE STABILIZED Z 0 =0`' - 1 4-
0)1
COMPLETELY, CALL FOR INSPECTION BY CONSERVATION INSPECTOR. z W o Z �_
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8. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AND _j FO 0) Q)
SEED OUT OR PAVE ANY BARE AREAS. T 4- X
10 1- � 0 LL W
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL INSPECTION MIGN
BY CONSERVATION INSPECTOR.
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DATE:
05 AUG 2013
SILT FENCE OUTLET
D.A. 0.17 AC.
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LIMITS OF
DISTURBANCE
AM'k"'l
PROVIDE TREE
PROTECTION FENCE BLOCK & GRAVEL
PROVIDE SILT TREE
INLET PROTECTION
ALONG P/L
D.A.=0.38 AC. PROTECTION FENCE
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FOR BYPASS CHANNEL)
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STORM DRAINAGE ESM'T
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PROP 30' DUKE—PROGRESS
5"" %
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