20051677 Ver 1_COMPLETE FILE_20050907

4
OF W ATF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
(D?bwa 0 North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P.E., Director
p -? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
-
January 11, 2006
DWQ Project # 05-1677
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Atlantic Homes, LLC
Attn: Jonathan Skinner
729 Thimble Shoals Blvd., Suite 6-C
Newport News, VA 23606-4242
Subject Property: Austin Creek Subdivision
Austin Creek [030402,27-33-3; C, NSW]
WAIVER of 401 Water Quality Certification
Dear Mr. Skinner
Your application for a 401 Water Quality Certification was received in the Central Office on September 07,
2005; with additional information received on September 16, 2005 and October 07, 2005. According to our
rules [15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification is waived unless
DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement for a 401 Water
Quality Certification for your plans to permanently impact 0.17 acres of wetland and 13,940 square feet (ft) of
Zone 2 of the protected riparian buffer for construction of the proposed Austin Creek Subdivision as described
in your application dated September 06, 2005; and received by DWQ on September 07, 2005.
However if additional impact occurs or your development plans change, this waiver is no longer valid and a 401
Water Quality Certification will be required.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwctlands
4*7
PNH-
If
h
Atlantic Homes LLC
Page 2 of 2
January 3, 2006
Please call Ms. Cyndi Karoly or Cynthia Van Der Wiele at 919-733-1786 if you have any questions regarding
this waiver.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/asc
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
051677AustinCreekSubdivision(Wake)Waiver_401

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6 ?7
September 29, 2005
Cyndi Karoly
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Austin Creek Subdivision
DWQ Project # 05-1677 Wake County
Wake Forest, Wake County, North Carolina
Dear Ms. Karoly:
We are submitting the additional information requested from written
correspondence on September 27, 2005. We are requesting for NC Division of Water
Quality (NCDWQ) written approval under Section 401, Clean Water Act, 33 USC 1344.
This will assist in compliance with the State General Permit for Impacts to Isolated
Wetlands and Isolated Waters Permit Number: IWGP100000. We have addressed
your included written comments in the following paragraphs.
1. You have indicated that the estimated impervious surface is 28%. Deed
notifications or similar mechanisms shall be placed on the lots in the
single-family residential portion of the subdivision to assure that this
threshold is not exceeded. A signed and notarized original copy of this
deed restriction and two copies are required by DWQ. Furthermore, there
are portions of your proposed plan indicating future townhomes. It is
DWQ policy that areas of concentrated development that are 30%
impervious surface area and above must treat stormwater to provide 85%
TSS removal and nutrients (in NSW watersheds). Additionally, DWQ
would like to remind you that if a compliance inspection reveals an
impervious area of 30% or greater, then Atlantic Homes, LLC will be

Isolated Wetland Re-Submittal
Austin Creek Subdivision
September 29, 2005
Page 2 of 2
required to retroactively provide stormwater management facilities on the
site.
Stormwater facilities at the proposed Phase 1 of Austin Creek Subdivision were
designed to accommodate on & off-site stormwater flow. If for any reason, the
impervious surfaces exceed the 30% threshold at this subdivision, Atlantic Homes, LLC
will retroactively provide stormwater management facilities on the site. This is per your
request in the above paragraph. The previously provided 27.96% impervious cover
calculation is based on a high estimate for all of the lots. As stated in the General
Permit for Isolated Wetlands Section II. (On-Site Stormwater Management):
A. Additional site-specific stormwater management requirements may be added
to this Permit at DWQ's discretion on a case by case basis for projects that have
or are anticipated to have impervious cover of greater than 30 percent for either
the entire site or portions of the site that exceed 30% imperviousness.
We do not anticipate at this time that the project will exceed impervious cover of
30 percent. If the impervious surfaces in the future townhome areas exceed 30%, then
facilities will be designed and constructed to treat stormwater to provide 85% TSS
removal and nutrients (in NSW watersheds). We request that deed restrictions not be
placed on the proposed single-family lots.
We are requesting the NC Division of Water Quality to provide written approval
of our request under Section 401, Clean Water Act, 33 USC 1344. We appreciate your
prompt review of our Express Permit application. If you should have questions or
require additional clarification during the review please feel free to contact me at (919)
255-2354 or [e-mail] or Jay Keller at [phone] or
[e-mail].
Sincerely,
Atlantic Homes, LLC
d
Jonathan Skinner
Project Manager
Cc: Jay Keller
Jeff Crisp, PE
DWQ Express Permit Team
Re: DWQ It EXP 05-1677 Austin Creek
Subject: Re. DWQ # EXP 05-1677 Austin Creek
From: Cynthia Van Der Wie e <[e-mail]>
Date: Wed, 05 Oct 2005 18:47:08 -0400
To: Cyndi Karoly <[e-mail]>
Cyndi,
I have not seen this correspondence; I don't know where it is...
If you've read the attachment, then we need to have an internal powow...We've set
some precedents by requiring deed restrictions on other projects, most recently
Sunset Pointe where legal documents were drawn up and delivered to us. These were
then referenced in the 401...
Jonathan skinner wrote:
Cyndi,
In response to your latest correspondence on our
Express Review Permit application the attached letter
was sent to your office via regular mail last Friday.
Please let me know if you require any additional
information as you continue to process our
application.
Regards,
Jonathan
Jonathan Skinner
Development Manager
McCale Development Corporation
729 Thimble Shoals Blvd., Suite 6-C
Newport News, VA 23606
CELL [phone]
NEXTEL 150*1103*794
OFFICE [phone]
FAX [phone]
J C?

vx,? ", ??

1 of 1 10/6/2005 1:57 PM
September 29, 2005
Cyndi Karoly
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Austin Creek Subdivision
DWQ Project # 05-1677 Wake County
Wake Forest, Wake County, North Carolina
Dear Ms. Karoly:
We are submitting the additional information requested from written
correspondence on September 27, 2005. We are requesting for NC Division of Water
Quality (NCDWQ) written approval under Section 401, Clean Water Act, 33 USC 1344.
This will assist in compliance with the State General Permit for Impacts to Isolated
Wetlands and Isolated Waters Permit Number: IWGP100000. We have addressed
your included written comments in the following paragraphs.
1. You have indicated that the estimated impervious surface is 28%. Deed
notifications or similar mechanisms shall be placed on the lots in the
single-family residential portion of the subdivision to assure that this
threshold is not exceeded. A signed and notarized original copy of this
deed restriction and two copies are required by DWQ. Furthermore, there
are portions of your proposed plan indicating future townhomes. It is
DWQ policy that areas of concentrated development that are 30%
impervious surface area and above must treat stormwater to provide 85%
TSS removal and nutrients (in NSW watersheds). Additionally, DWQ
would like to remind you that if a compliance inspection reveals an
impervious area of 30% or greater, then Atlantic Homes, LLC will be
Isolated Wetland Re-Submittal
Austin Creek Subdivision
September 29, 2005
Page 2 of 2
required to retroactively provide stormwater management facilities on the
site.
Stormwater facilities at the proposed Phase I of Austin Creek Subdivision were
designed to accommodate on & off-site stormwater flow. If for any reason, the
impervious surfaces exceed the 30% threshold at this subdivision, Atlantic Homes, LLC
will retroactively provide stormwater management facilities on the site. This is per your
request in the above paragraph. The previously provided 27.96% impervious cover
calculation is based on a high estimate for all of the lots. As stated in the General
Permit for Isolated Wetlands Section II. (On-Site Stormwater Management):
A. Additional site-specific stormwater management requirements may be added
to this Permit at DWQ's discretion on a case by case basis for projects that have
or are anticipated to have impervious cover of greater than 30 percent for either
the entire site or portions of the site that exceed 30% imperviousness.
We do not anticipate at this time that the project will exceed impervious cover of
30 percent. If the impervious surfaces in the future townhome areas exceed 30%, then
facilities will be designed and constructed to treat stormwater to provide 85% TSS
removal and nutrients (in NSW watersheds). We request that deed restrictions not be
placed on the proposed single-family lots.
We are requesting the NC Division of Water Quality to provide written approval
of our request under Section 401, Clean Water Act, 33 USC 1344. We appreciate your
prompt review of our Express Permit application. If you should have questions or
require additional clarification during the review please feel free to contact me at (919)
255-2354 or [e-mail] or Jay Keller at [phone] or
[e-mail].
Sincerely,
Atlantic Homes, LLC
Jonathan Skinner
Project Manager
Cc: Jay Keller
Jeff Crisp, PE
DWQ Express Permit Team
PERRY BROTHERS DEVELOPMENT
5600 Rock Service Station Road
:Raleigh, North Carolina 27603
August 31, 2005
RE: Sunset Pointe Subdivision
To Whom It May Concern:
We have acquired title to that piece of property that will be known as
Sunset Pointe Subdivision upon recordation of the plat. It is our intention
and promise that we will record in connection with the aforementioned
property, restrictive covenants that contain a paragraph indicating that the
impervious soils shall be limited to 29%. In addition, we will insure that this
restriction is placed on the recorded plat. By taking these steps, every lot
will be bound by this requirement.
Further, we understand that if a compliance inspection reveals an
impervious area of 30% or greater that we will be required to comply with
the requirements of Condition 4 in GC 3402.
Sincerely
Perry rother Developm t
. • ?pYAq?
BI.?G ' C)
F covN
"OsirimW
Sworn to and subscribed before me this day of August, 2005
Notary Public
My Commission Expires:
r,
WATF9P Michael F. Easley, Governor
William G. Ross Jr., Secretary
V W ?./? r North Carolina Department of Environment and Natural Resources
-? Alan W. Klimck, P.E. Director
Division of Water Quality
September 27, 2005
DWQ EXP No. 05-1677
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Atlantic Homes, LLC
Attn: Jonathan Skinner
729 Thimble Shoals Blvd., Suite 6-C
Newport News, VA 23606-4242
Subject Property: Austin Creek Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEFV PROGRAM
Dear Mr. Skinner:
On September 12, 2005, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and Riparian Buffer Authorization through the Express Review Program. Upon
review of your completed application package (additional materials were received on September 16,
2005), DWQ found several issues that require additional information in order to process your application
to impact protected wetland, streams and/or buffers on the subject property. Unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H .0506 and will place this project on hold as incomplete.
Please provide the following information so that we may continue to review your project:
1. You have indicated that the estimated impervious surface is 28%. Deed notifications or similar
mechanisms shall be placed on the lots in the single-family residential portion of the subdivision to
assure that this threshold is not exceeded. A signed and notarized original copy of this deed
restriction and two copies are required by DWQ. Furthermore, there are portions of your proposed
plan indicating future townhomes. It is DWQ policy that areas of concentrated development that
are 30% impervious surface area and above must treat stormwater to provide 85% TSS removal and
nutrients (in NSW watersheds). Additionally, DWQ would like to remind you that if a compliance
inspection reveals an impervious area of 30% or greater, then Atlantic Homes, LLC will be required
to retroactively provide stormwater management facilities on the site.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in },vriting. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state.nc.us/ncwetlands
None hCarolina
,atura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Austin Creek Subdivision
Page 2 of 2
September 27, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
0 401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 0501677AustinCreck (wakc)EXP+hold2
DWQ # EXP 05-1677 Austin Creek
1 1%
Subject: DWQ # EXP 05-1677 Austin Creek
From: Laurie Dennison <[e-mail]>
Date: Wed, 28 Sep 2005 14:56:54 -0400
To: "Keller, Jay" <[e-mail]>
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051677AustinCreek(Wake)EXP+liold2.doc', Content-Type: application/msword
, Content-Encoding: base64
1 of 1 9/28/2005 3:00 PM
W ATFR p Michael F. Easley, Governor
?Q G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
- `=-' Alan W. Klimek, P.E. Director
4i Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
919-733-0203
919-733-6893
Fax To: Jay Keller
Subject: Austin Creek
Number of pages including cover sheet: 2
Notes or special instructions:
Fax #: [phone]
Date: September 26, 2005
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele @ 715.3473.
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htta/m2o.cnr.state.nc.us/ncwctIands
N?ose
? Carolina
,/Valiantly
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10 X0 Post Consumer Paper
?pF WA7FRp Michael F. Easley, Governor
\0 G William G. Ross Jr., Secretary
Uj r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 26, 2005
DWQ EXP No. 05-1559
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED j?
?X.p - 0 5; -tc??0
ILE ER @[ 4 ° a @Ho77aL
SKELLY AND LOY, LLP
i 6404 Falls of the Neuse Road, Suite 103
Raleigh, North Carolina 27615
aKELLYAND LflY [phone] - FAX [phone]
Lrac,r€Fnua?•cr.?xr<,r*:? www.skellyloy.com
TO: Lio I celo ess ?e ???: ,errs U111-4
DATE q - !G - 05 JOB NO.
ATTENTION yp( ()AW
RE: 4,STin ,_e,k
W,-e' Fr-,;), /flC

?t~ .f
WE ARE SENDING YOU '?( Attached ? Under separate cover via
? Shop drawings ? Prints
? Copy of letter ? Change order
t, 'I, t C11ITY
the following items:
Plans ? Samples -;!` Specifications
COPIES DATE NO. DESCRIPTION
.S f?l? S?s ?n ;,?«i; n tins .fi?Q<f3 CQS fo C?9 ? d ? ?? QS

THESE ARE TRANSMITTED as checked below:
4 For approval -,W Approved as submitted ? Resubmit copies for approval
Lam' For your use ? Approved as noted ? Submit copies for distribution
JRr As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO SIGNED
If enclosures are not as noted, kindly notify us at once.

W ATFRQG
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 26, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED

Atlantic Homes, LLC
Attn: Jonathan Skinner `}`,u'Y re
729 Thimble Shoals Blvd., Suite 6-C C-z rre Cia-J. p?-
Newport News, VA 23606-4242
Subject Property: Austin Creek Subdivision --
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
On September 12, 2005, the Division of Water Quality (DWQ) received your application and check
for $1000 for an Isolated Wetland Permit through the Express Review Program. The fee was based
on the type of action you requested on the Initial Interest form. However, when reviewing your
application, you are proposing impacts within the protected Neuse Riparian buffers. As a result, your
project will require Riparian Buffer Approval, which has an additional fee of $2000. Please refer to
the Express Review Fee Schedule found at:
http://h2o.enr.state.nc.us/ncwetlands/documents/express_fees.pdf. In order for DWQ to begin review
and process your request, you must send an additional check made payable to the N.C. Division of
Water Quality. Please reference the above DWQ # in all future correspondence.
The project has been placed on hold pending receipt of payment. DWQ will not review the
application until receipt of the additional funds. At that time, the 30-day Express Review clock will
start.
If you have any questions regarding this letter please do not hesitate to call Cynthia Van Der Wiele at
[phone].
Sincerely, n?? G
? v
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdtiv
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051677Austin Crcek(Wake)EXP+holdformoncy
Nor`hCarolina
401 Oversight/ Express Review Permitting Unit )aflrrallf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone]/ Internet htto://h2o.enr.state.nc.us/ncwetlands
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP No. 05-1559
Wake County
An Equal Opportunity/Affirmative Action Employer-50% Recycled/l0% Post Consumer Paper
DWQ 11 vyXP 05-1677 Austin Creek
Subject: DWQ # EXP 05-1677 Austin Creek
From Laurie Dennison <[e-mail]>
Date: Mon, 26 Sep 2005 07:57:22 -0400
To: "Keller, Jay" <[e-mail]>
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051677Austin Creek(Wake)EXP+holdfor$$.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1
9/26/2005 7:58 AM
IF
1
?OF TF9Q Michael F. Easley, Governor
\O ^ ?i William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
September 15, 2005
DWQ EXP No. 05-1677
Wake County
CERTIFIED MAII.: RETURN RECEIPT REQUESTED
Atlantic Homes, LLC
Attn: Jonathan Skinner
729 Thimble Shoals Blvd., Suite 6-C
Newport News, VA 23606-4242
Subject Property: Austin Creek Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEJV PROGRAM
Dear Mr. Skinner:
On September 12, 2005, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and Riparian Buffer Authorization through the Express Review Program. The DWQ
has determined that your application package is incomplete; the DWQ will require additional information
in order to process your application to impact protected wetland, streams and/or buffers on the subject
property. Unless we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H .0506 and will place this project on hold as
incomplete.
Please provide the following information so that we may continue to review your project:
Your acceptance letter into the Express Review Program specified that you must send in a complete
application package including the Addendum. You have failed to provide a complete package in
accordance with the instructions. Please provide a complete PCN application and supporting plans,
calculations, worksheets, calculations, and other information. The Addendum can be downloaded from:
http://h2o.enr.state.ne.us/newetlands/appadd5.12df. Please refer to:
http://b2o.enr.state.nc.us/ncwetlands/regcert.html for design standards, worksheets, and sample
maintenance agreements.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet htto://h2o.enr.state.nc.us/ncwetlands
No r hCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Y ?
Austin Creek Subdivision
Page 2 of 2
September 15, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Inc rely,
?C
yndi Karo y,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 0501677AustinCreek (Wake)EXP+hold
DWQ Exp 05-1677 Austin Creek
i , 1
Subject: DWQ Exp 05-1677 Austin Creek
From: Laurie Dennison <[e-mail]>
Date: Fri, 16 Sep 2005 13:03:54 -0400
To: "Keller, Jay" <[e-mail]>
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051677AustinCreek(Wake)EYP+hold.doc Content-Type: applicatiotl/msword
Content-Encoding: base64
1 of 1 9/19/2005 7:15 AM
Office Use Only: Fans Vcrsion May 2002
Ex p. 05- 11a-11
USACE Action ID No. DWQ No. 05-4480-
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processinb
1. Check all of the approval(s) requested for this project:
? Section 404 Permit F-] Riparian or Watershed Buffer Rules
Section 10 Pcnnit ® Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: F
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details)R check here: (0
IL Applicant Information 119 D ?'J R D
Owner/Applicant Information
S E P 7 2005
1. Name: Atlantic Homes, LLC; Jonathan Skinner DENR - WATERCUALITY
WETLANDS N@ STGRI WATER 6R NrH
Mailing Address: 729 Thimble Shoals Blvd., Suite 6-C Newport News, VA 23606-
4242
Telephone Number: [phone]; [phone] Fax Number: _
E-mail Address: iskinnerpmccaledev.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jav Keller
Company Affiliation: Skelly and Loy, LLP
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkellcrp,,skellyloy.com
Page 5 of 12
III. Project Information
Attach a vicinity neap clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires infonnation to be submitted on sheets no larger than 11 by 17-inch fonnat;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Austin Creek Subdivision Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1850750670
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Austin Creek Phase I
Directions to site (include road numbers, landmarks, etc.): Approximately 2 miles cast of
downtown Wake Forest on NC-98 (Wait Ave.).
5. Site coordinates, if available (UTM or Lat/Long): N 35° 57.7'; W78° 28.1'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 51.78 acres
7. Nearest body of water (stream/river/sound/occan/lake): Austin Creek (west property
line).
River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mal)s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mostly forested tract with pastures on east side.
Three perennial streams confluencing in southeast property area and then
converging with Austin Creek in southwest corner. Two high power electric lines;
first proceeds southeast to northwest through property; second intersects main line
I'agc 6 of 12
in center and proceeds to electric substation adjacent to NC-98. Existing sewer
treatment system & sewer lines on-site in south area. Adjacent land uses include
residential, forested and agricultural areas.
10. Describe the overall project in detail, including; the type of equipment to be used: To
construct Phase I of Austin Creek Subdivision. One isolated wetland totaling 7,218
square feet (0.17 acres) will be impacted as part of this project. Equipment to be
used includes trackhoes, bulldozers, and other land qradinq equipment.
11. Explain the purpose of the proposed work: The removal of the isolated wetland will be
necessary to complete Phase I of the Austin Creek Subdivision, thus sustaining the
development of the proposed subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including; all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along; with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along; with
construction schedules.
n/a
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Not at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying; site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
Provide a written description of the proposed impacts: Permanent impacts to one
isolated wetland totaling 0.17 acres are anticipated for this project. The farm pond
was created to provide water for farm operations. However, inadequate hydrology
has kept water depths at approximately 2 feet and it is dominated by Salix nigra
(Black Willow) trees and algae. Impacts to the wetland include grading.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(ycs/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Grading 0.17 no 750 If Agricultural pond

List each impact separately and identity temporary nnpacts. Impacts include, but are not limitcd to: nicclianized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts clue to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-353-9616, or
online at http://www.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing; wetlands on the property: 1 acre
Total area of wetland impact proposed: 0.17 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

List each unpact separately and identify temporary impacts. lmpacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including; lakes, ponds,
Ocean and any other water of the U.S.) below:
0
estuaries, sounds, Atlantic
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on trap) (acres) bay, ocean, etc.)
N/A

List each impact separately and identify temporary unpacts. Impacts include, but are not limitcd to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 8 of 12
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream Fj wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storinwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
infonnation related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. This pre-construction
notification application is for the authorization of isolated wetland associated with the
proposed subdivision. The isolated wetland proposed to be permanently impacted total
approximately 0.17 acres and is of limited function and value. This chosen layout is the
most practical alternative which provides for the best use of all lands and waters
affected by the subdivision. A primary reason of the 0.17 acres of isolated wetland
impacts is justified is due to the limited, minor, impacts to the surrounding environment.
Additionally, all private building lots will not extend into the Neuse River Buffer Areas.
The financial viability of this project depends on the development of this pond area.
VIII. illitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with tine Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 9 of 12
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for strearn restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.us/newetlands/stnngide.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The project will establish and maintain wetland and upland vegetated buffers to
protect open waters along Austin Creek and its tributaries. Please refer to Overall
Site Layout (Drawing Cl) hatched areas for open space and greenway dedication
areas. Moreover, all streams and their associated buffers not dedicated to the town
of Wake Forest will be private open space. The proposed wetland impact is
allowable without mitigation.
2. Mitigation may also be inade by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.cnr.state.nc.us/wrp/index.litin. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian we mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
n/a
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes F-] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 10 of 12
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No r]
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes F? No F]
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to detennine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Ncuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 n/a
2 13,940 sf 1.5 n/a
Total 13,940 sf n/a
.one i exrenus our -5u leer peipenuicuiar iron near oanK or cnanncl; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate infortation as
identified within 15A NCAC 2B .0242 or.0260. Riparian buffer mitigation is not
required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from the
property. Total acreage: 191.81 acres. Phase I acreage: 51.78 acres. Impervious areas
(Phase 1): existing-0; proposed-630,632.29 SF (14.48 Ac.); 14.48 Ac/51.78 Ac = 27.96%.
Proposed impervious surfaces include, but are not limited to: roads, sidewalks building
Page 11 or 12
footprints & driveways. While under construction, temporary, custom sedimentation basins will
be installed outside of the buffers to protect them against sedimentation along with other
appropriate sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements.
XII. Selvage Disposal (required by DWQ
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
To City of Raleigh (fonnerly Wake Forest) Smith Creek Waste Water Treatment Plant.
VIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F] No
Is this an after-the-fact pen-nit application?
Yes n No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
7/610-'
j Applicant/Agent's Signature Date
Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
vi -ELL i -ur JLO;1
SKELLY AND LOY, LLP
6404 Falls of the Neuse Road, Suite 103
Raleigh, North Carolina 27615
[phone] • FAX [phone]
www.skellyloy.com
TO: qO1 EXPrCJ 3
A U
?2nn?

DATE 17/or JOB NO. Jsf -n 4teCl('
ATTENTION Y0/
RE: J E t ?I'tG
Ou> 4 -Ct ,O5 Sa DS -- l to I I
w,,,ee F.?

DENR. WATER QUALITY
4YETLA14DS AND STORMWATER BRANCH
WE ARE SENDING YOU ,)Z,( Attached ? Under separate cover via
? Shop drawings ? Prints ? Plans
? Copy of letter ? Change order ?
the following items:
? Samples ? Specifications
COPIES DATE NO. DESCRIPTION
g 9 6/oS L.U i ; o •. 5`12

THESE ARE TRANSMITTED as checked below:
jq' For approval ? Approved as submitted ? Resubmit copies for approval
For your use ? Approved as noted ? Submit copies for distribution
k7 As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?

? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO SIGNED
If enclosures are not as noted, kindly notify us at once.
e
16
Office Use 0111y: Fonn Version May 2002
O S - l 6-1-1
USACE Action ID No. DWQ No. 457-14_80_-
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit F-] Riparian or Watershed Buffer Rules
? Section 10 Permit ® Isolated Wetland Pen-nit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: Fj
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: D
Owner/Applicant Information
SEP 7 2005
DE14R - WATER QUALITY
Name: Atlantic Homes, LLC; Jonathan Skinner YdETUMSNOSTORMA'ATERBRANCH
Mailing Address: 729 Thimble Shoals Blvd., Suite 6-C Newport News, VA 23606-
4242
Telephone Number: [phone]; [phone] Fax Number: _
E-mail Address: iskinner(a),mccaledev.com
2. Agent/Consultant Infonnation (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jav Keller
Company Affiliation: Skelly and Loy, LLP
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkeller(a?,skellyloy.com
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details U check here:
n
H. Applicant Information rvr? ?' D
Pa-c 5 of 12

111. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Austin Creek Subdivision Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1850750670
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Austin Creek Phase I
Directions to site (include road numbers, landmarks, etc.): Approximately 2 miles east of
downtown Wake Forest on NC-98 (Wait Ave.).
5. Site coordinates, if available (UTM or Lat/Long): N 35° 57.7'; W78° 28.1'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 51.78 acres
7. Nearest body of water (strcam/river/sound/occan/lake): Austin Creek (west property
line).
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mostly forested tract with pastures on east side.
Three perennial streams confluencinq in southeast property area and then
converging with Austin Creek in southwest corner. Two high power electric lines;
first proceeds southeast to northwest through property; second intersects main line
Pagc 6 of 12

in center and proceeds to electric substation adjacent to NC-98. Existing sewer
treatment system & sewer lines on-site in south area. Adjacent land uses include
residential, forested and agricultural areas.
10. Describe the overall project in detail, including the type of equipment to be used: To
construct Phase I of Austin Creek Subdivision. One isolated wetland totaling 7,218
square feet (0.17 acres) will be impacted as part of this project. Equipment to be
used includes trackhoes, bulldozers, and other land grading equipment.
11. Explain the purpose of the proposed work: The removal of the isolated wetland will be
necessary to complete Phase I of the Austin Creek Subdivision, thus sustaining the
development of the proposed subdivision.
IV. Prior Project History
If jurisdictional detenninations and/or pen-nits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe pen-nits issued for prior segments of the same T.I.P. project, along with
construction schedules.
n/a
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Not at this time.
Vt. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, pennanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation fornis should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
Provide a written description of the proposed impacts: Permanent impacts to one
isolated wetland totaling 0.17 acres are anticipated for this project. The farm pond
was created to provide water for farm operations. However, inadequate hydrology
has kept water depths at approximately 2 feet and it is dominated by Salix nigra
(Black Willow) trees and algae. Impacts to the wetland include grading.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(ycs/no) Distance to
Nearest Stream
(linear feet)
"Type of Wetland***
Grading 0.17 no 750 if Agricultural pond

List each impact separately and identity temporary nnpacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emcrgcncy Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littp://www.fcnia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., fccsliwatcr/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1 acre
Total area of wetland impact proposed: 0.17 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Strcarn Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

List each impact scparatciy and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no nainc, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS snaps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several interret sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including lakes, ponds;
Ocean and any other water of the U.S.) below:
0
estuaries, sounds, Atlantic
Open Water Impact
* Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pa,e 8 of 12
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. This pre-construction
notification application is for the authorization of isolated wetland associated with the
proposed subdivision. The isolated wetland proposed to be permanently impacted total
approximately 0.17 acres and is of limited function and value. This chosen layout is the
most practical alternative which provides for the best use of all lands and waters
affected by the subdivision. A primary reason of the 0.17 acres of isolated wetland
impacts is justified is due to the limited, minor, impacts to the surrounding environment.
Additionally, all private building lots will not extend into the Neuse River Buffer Areas.
The financial viability of this project depends on the development of this pond area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 9 of 12
aquatic resource functions and values by creating, restoring, enhancing, or preserving; similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htt1)://li2o.enr.state.tic.us/ncwetiancls/stnn,,Qide.litm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The project will establish and maintain wetland and upland vegetated buffers to
protect open waters along Austin Creek and its tributaries. Please refer to Overall
Site Layout (Drawing Cl) hatched areas for open space and greenway dedication
areas. Moreover, all streams and their associated buffers not dedicated to the town
of Wake Forest will be private open space. The proposed wetland impact is
allowable without mitiaation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to detennine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/itidex.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
n/a
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 10 of 12
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes n No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes [-] No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ® If you answered "yes", provide the following infortnation:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 n/a
2 13,940 sf 1.5 n/a
Total 13,940 sf n/a
Gone t mcnas out sU feet perpenufCUlar iroin near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260. Riparian buffer mitigation is not
required.
XI. Stormvvater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
storfnwater controls proposed in order to protect surface waters and wetlands downstream from the
property. Total acreage: 191.81 acres. Phase I acreage: 51.78 acres. Impervious areas
(Phase 1): existing-0; proposed-630,632.29 SF (14.48 Ac.); 14.48 Ac/51.78 Ac = 27.96%.
Proposed impervious surfaces include, but are not limited to: roads, sidewalks, buildinq
Pagc 11 of 12
footprints & driveways. While under construction, temporary, custom sedimentation basins will
be installed outside of the buffers to protect them against sedimentation along with other
appropriate sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
To City of Raleigh (formerly Wake Forest) Smith Creek Waste Water Treatment Plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No M
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pen-nits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
9l6los
Applicant/Agent's Signature Date
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
I
Off-ice Use Only: Form Vcrsion May 2002
USACE Action ID No. DWQ No. 05--1-480-
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Pen-nit F-] Riparian or Watershed Buffer Rules
Section 10 Pen-nit ® Isolated Wctland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: [-]
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), ch
It. Applicant Information
SEP 7 2005
Owner/Applicant Information DENR - WATER QUALITY
1. Name: Atlantic Homes, LLC; Jonathan Skinner 11YE7LM'S AND STORPVATER BRANCH
Mailing Address: 729 Thimble Shoals Blvd., Suite 6-C Newport News, VA 23606-
4242
Telephone Number: [phone]; [phone] Fax Number: _
E-mail Address: iskinner cr,mccaledev.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jav Keller
Company Affiliation: Skelly and Loy, LLP
Mailing Address: 6404 Falls ofNeuse Rd. Ralci?,h, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: ikeller a,skellyloy.com
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires infonnation to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project
Austin Creek Subdivision Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 1850750670
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Austin Creek Phase I
Directions to site (include road numbers, landmarks, etc.): Approximately 2 miles east of
downtown Wake Forest on NC-98 (Wait Ave.).
5. Site coordinates, if available (UTM or Lat/Long): N 35° 57.7'; W780 28.1'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 51.78 acres
7. Nearest body of water (strearm/river/soun(l/ocean/lake): Austin Creek (west property
line).
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/admiii/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mostly forested tract with pastures on east side.
Three perennial streams confluencing in southeast pronertv area and then
converging with Austin Creek in southwest corner. Two high power electric lines;
first proceeds southeast to northwest through property; second intersects main line
Page 6 or 12

in center and proceeds to electric substation adjacent to NC-98. Existing sewer
treatment system & sewer lines on-site in south area. Adjacent land uses include
residential, forested and agricultural areas.
10. Describe the overall project in detail, including the type of equipment to be used: To
construct Phase I of Austin Creek Subdivision. One isolated wetland totaling 7,218
square feet (0.17 acres) will be impacted as part of this project. Equipment to be
used includes trackhoes, bulldozers, and other land grading equipment.
11. Explain the purpose of the proposed work: The removal of the isolated wetland will be
necessary to complete Phase I of the Austin Creek Subdivision, thus sustaining the
development of the proposed subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date pen-nits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
n/a
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Not at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed lierein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Permanent impacts to one
isolated wetland totaling 0.17 acres are anticipated for this project. The farm pond
was created to provide water for farm operations. However, inadequate hydrology
has kept water depths at approximately 2 feet and it is dominated by Salix nigra
(Black Willow) trees and algae. Impacts to the wetland include grading.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/110) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Grading 0.17 no 750 if Agricultural pond

* List each impact separately and identity temporary impacts. Impacts include, but are not limitcd to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For darns, separately list impacts due to both structure and flooding.
** 100-Year iloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local lloodplain maps. Maps are available through the FEMA Map Service Center at 1-300-353-9616, or
online at littp://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1 acre
Total area of wetland impact proposed: 0.17 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

* List each impact separately and identity temporary impacts. Impacts include, but are not limitcd to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Strcam names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-500-353-9616, or online at
www.us_s.<,ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapques[.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including lakes, ponds,
Ocean and any other water of the U.S.) below:
0
estuaries, sounds, Atlantic
Open Water Impact
* Area of Name of Watcrbody Type of Watcrbody
Site Number Type of Impact Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but arc not limitcd to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 8 of 12
f
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands F-] stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storinwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
inforination related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. This pre-construction
notification application is for the authorization of isolated wetland associated with the
proposed subdivision. The isolated wetland proposed to be permanently impacted total
approximately 0.17 acres and is of limited function and value. This chosen layout is the
most practical alternative which provides for the best use of all lands and waters
affected by the subdivision. A primary reason of the 0.17 acres of isolated wetland
impacts is justified is due to the limited, minor, impacts to the surrounding environment.
Additionally, all private building lots will not extend into the Neuse River Buffer Areas.
The financial viability of this project depends on the development of this pond area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 9 of 12
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Drall Technical Guide for Stream Work in North Carolina, available at
littp://ii2o.enr.state.nc.us/newetlands/strmgi(le.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much infonnation as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The project will establish and maintain wetland and upland vegetated buffers to
protect open waters along Austin Creek and its tributaries. Please refer to Overall
Site Layout (Drawing Cl) hatched areas for open space and greenway dedication
areas. Moreover, all streams and their associated buffers not dedicated to the town
of Wake Forest will be private open space. The proposed wetland impact is
allowable without mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to detennine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at llttp://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
n/a
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes No 0
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 10 of 12
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes r] No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes [-] No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to deterinine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 n/a
2 13,940 sf 1.5 n/a
Total 13,940 sf n/a
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260. Riparian buffer mitigation is not
required.
XI. Stormwatei• (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from the
property. Total acreage: 191.81 acres. Phase I acreage: 51.78 acres. Impervious areas
(Phase 1): existing-0; proposed-630,632.29 SF (14.48 Ac.); 14.48 Ac/51.78 Ac = 27.96%.
Proposed impervious surfaces include, but are not limited to: roads, sidewalks building
Page 11 of 12
i
footprints & driveways. While under construction, temporary, custom sedimentation basins will
be installed outside of the buffers to protect them against sedimentation along with other
appropriate sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements.
XII. SeNvage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
To City of Raleigh (fonnerly Wake Forest) Smith Creek Waste Water Treatment Plant.
XIII. Violations (required by DWQ
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F] No
Is this an after-the-fact permit application?
Yes n No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
71661°.5
Applicant/Agent's Signature Date
Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pa-c 12 of 12
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
1 077
September 1, 2004
Version 3
Applicant Name: Jonathan Skinner
Applicant Address: 729 Thimble Shoals Blvd. Suite 6-C. Newport News, VA 23606-4242
Applicant's phone number: 757-291-2017
Fax number:
Applicant's email address: iskinnerQmccaledev.com
Consultant Name (if applicable):
Jav Keller
Consultant address (if applicable): Skelly and Loy. 6404 Falls of Neuse Road. Raleigh, NC 27615
Consultant's phone number: 91
Fax number: 919-878-3550
Consultant's email address: [e-mail]
Type of action requested under the Express Review Prograr
? 401 Water Quality Certification ?
Isolated Wetland Permit i
? Riparian Buffer Approval ?
? Stormwater Management Plan _
? Mitigation Plan
? stream ? Wetland ? Buffers (check all appropriate)
n (check all that apply):
Stream Origin Determination
# of Determinations Requested
Intermittent/Perennial Determination
# of Determinations Requested
Name of Project: Austin Cree (DWQ # 05-1480) County: Wake
Total project acreage: 51.78 acres (acres) Total built out impervious
area: 14.48 (acres)
Nearest named stream (from USGS topo map): Austin Creek
Please provide a brief description of this project (attach site plan if available):
Construct phase 1 of residential development with impacts to a 0.17 acre isolated wetland in the middle of the
phase 1 area. Development will include streets, sidewalks, sewer, stormwater management facilities, and open space
areas. Site Dlan has been provided to 401 wetlands unit.
1
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
Located approximately 2 miles east of downtown Wake Forest on NC-98 (Wait Ave.).
Nearest town: Wake Forest.
Proposed impacts:
Acres of 404 wetlands: 0
Acres of isolated wetlands: 0.17
Linear feet of streams: 0
Linear feet of isolated streams: 0
Square feet of protected stream buffers: 0
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. No
Has any DWQ staff visited the site? Yes, if yes, please provide DWQ staff name, Mike Horan and
date of visit: June 29, 2005
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
no
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
no
Does this project require approval of a Variance from the NC Environmental Management Commission? no
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
This form must be submitted via email (c/o 401 [e-mail]), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2
Sep 02 05 12:34p
p.I
SKELLY AND LOY
. ®a?aes- a®dseiratrs
6404 FALLS OF THE NEUSE ROAD, SUITE 103
RALEIGH, NORTH CAROLINA 27515
TELEPHONE: [phone]
FACSIIAILE: [phone]
Please Deliver This Facsimile To:
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Name: C .? ,s Date: r ? l GS
Company: Fax Number:
Location: Total Pages (Including Cover Sheet):
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Comments:
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Look for us on the internet at http:ltwww.skellyloy.com
Our Mission Statement:
Skelly and Loy is determined to exceed total client expectations in the performance of quality engcmeenag and environmental services.
Out Coro Values:
Td perform quality work, on time, within budget; To keep our employees gainfully empbyod; To earn a reasonable profit.
The infom-obon contained in this facsimile message is IdWeged and confidential information intended only for the use of the lrKi duol a ernry
named aboro. If you are not the intended recipient, you are heiWy ndUfed that any reading, dissemination, distnbution or photocopying of the
communic.ion is strictly prohibded. If you have received this communication in error, please immediately notify us by telephone or facsirnlle
and return the or-final message to us at the above address %ja U.S. marl. Thank you.
SEP-2-2005 FRI 11:53 TEL:[phone] NAME:DWO-WETLANDS P.'' 1
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina 9cpartment of Environment and Natural Resources
Alan W. Klimck, P.E. Director
SEP-2-2005 FRI 11:53 TEL:[phone] HRME:DbJQ-IJETLAHDS P. 2
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September 2, 2005
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Wake County
EXPRESS REVIEW ACCEPTANCE LETTER
Sep 02 05? 1?2:38p
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SEP-2-2005 FRI 11:57 TEL:[phone] NAME:DWQ-WETLANDS P. 3
SENDING CONFIRMATION
DATE SEP-2-2005 FRI 12:22
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 2/2
START TIME : SEP-02 12:21
ELAPSED TIME : 001 41"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PERIN11T REVIEW PROGRAAI
Division of Water Quality
Dcpartrncnt of Environmental and Natural Resources
401 0%might/Ecpress Review Permitting Unit
Strcet Address: 2321 Crabtree Boulcc", Suite 250
Rala!?h, NC T6QS 2260
NUdling Address: 1650 D1ai1 Scmcc Centci
Ralcigh, NC 27699-1650
Contact Infntmntlon: I'houc 0: 919-733-0203
Fax t!: 919-733-6993
Fax To: Jay Kellcr Fax #: [phone]
Subject: Austin Crcck Date: September 2, Z005
Number of pages isidutling cover sheet:
Notes or special instructions:
Pn original will t c scot in t',e coal. 1f n'ei?haYe_questiors,r!auc cnn•art 0-110 Va Der Miele at
919-'15-?473.
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September 2, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Jonathan Skinner
729 Thimble Shoals Blvd., Suite 6-C
Newport News, VA 236064242
Subject Property: Austin Creek Residential Subdivision
Wake County
On September 2, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from
Jay Keller of Skelly and Loy, PA regarding a project known as "Austin Creek" for acceptance into the Express
Review Program. We understand that you wish to withdraw this project from'the regular 401 Water Quality
Certification Program. This letter advises you that your project will be accepted into the Express Review
Program once the following items are received:
1. The application fee of $1,000.00 made payable to the North Carolina Division of Water Quality;
2. Five (5) complete and collated copies of the PCN Application and the Addendum to the PCN; and
3. Five (5) copies of all additional information pertaining to this project, including any information that was
requested during the regular 401 review process.
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received. Please refer to:
http://li2o.enr.state.nc.us/ncwetlands/express_review_ 401sclledule.htm for the schedule. The Express Review
Program is a process that requires all parties to participate in a timely manner and submit all of the required
information.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at
919-733-9721 or Cynthia Van Der Wiele at 919-715-3473.
Sincerely,
91?-?Alan W. Klimek, P.E., Director
AWK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
Jay Keller, Skelly & Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
Filename: Austin Creek
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtreo Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
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SR 2055
STREET AND UTILITY IMPROVEMENTS
S Austin View Boulevard 1919.52 LF 1980.66 LF 1561.96 LF 3436.42 lF ~
o os 'VIN GS STREET WATER SEWER SIDEWALK
~ ~ Austin Ridge Parkway 1290.66 LF 1303.16 LF 956.72 LF 2224.44 LF ~
SR 2 054 ~ r.~l
Longmont Drive 2450J3 LF 2401.58 LF 1396.75 LF 3000.41 LF O
Plott Hound Lane 1374.84 LF 1386.95 LF 1312.36 LF 1231.63 LF
Wait Ave. 1287.20 LF 1014.85 LF 0 LF 0 LF V U q
0 ¦ ¦ ¦ ~
Total 8322.95 LP 8087.20 LF 5227.79LF 9892.90LF
a ivision
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Conditions of Approval RZ-04-15 "V m r~
1. A 25 foot undisturbed buffer shall be maintained behind lots 387 through 407. The buffer ~ ~z ~a
area shall be planted as necessary to meet Town buffer standards. y w .c a~ ~ ~
2. Greenway trails shall be installed in the phase of the project in which they are proposed. 3. A row of Crepe Myrtles shall be planted at 20 feet on center and a row of Wax Myrtles shall
be planted at ] 0 feet on center in the power line easement along the rear of Lots 82-104, in 3 ~ °w~ ~
accordance with Wake EMC Standards.
4. A 100 foot buffer area shall be maintained behind Lots 4-7 and 105-114. This buffer is U~ ~3~'
intended to remain undisturbed. Minor encroachments for clearing and grading for roadways
and utilities shalt be allowed, if necessary. 5. No driveways shall exit onto the north•sout6 collector from Lot 1 to Lot 242 on the north ' :AROLINA
side and from Lot 74 to Lot 259 on the south side of the collector.
6. Dedicate open space along Austin Creek for green way purposes to the Town of Wake
Forest. Exact location of areas to be dedicated will be determined by the Town. Developer shall construct all greenway trails with the cost of the public trails to be credited towards
recreation facility fees. Green way trails are to be built simultaneously with the construction
of sewer lines along Austin Creek or with the development of any phase, whichever is first.
Identify and preserve where possible any Landmark Trees located on the property. _
7. Provide type "B" buffer yards where required by ordinance.
8. Provide 25 foot ofright-of--way dedication along Wait Avenue (NC-98 East). 9. Construct the following roadway improvements as recommended in the
Transportation Impact Analysis:
At the intersection of )ones Dairy Road & Winter Spring Drive: CREEK, LLC.
o Re-stripe the Winter Spring Drive westbound approach to include one exclusive right
turn lane and one through-left lane. o Constnrct an exclusive northbound right turn lane on Jones Dairy Road.
¦ ¦
At the intersection of Wait Avenue (NC-98) ~ the Northeast Driveway
o Constmct two existing lanes on the project driveway. quite 6C NoTE:
o Construct one exclusive eastbound right tom lane on Wait Avenue (NG48). o Constmct one exclusive westbound left tom lane on Wait Avenue (NG98). ¦ ¦ ¦ SEE °AUSTIN CREEK GREENWAY TRAILS" ~
~ Share cost of road improvements per the TIA with Bowling Green subdivision developers at ' 23606 PLANS FOR INFORMATION PERTAINING TO C J t WALKING TRAILS FOR PHASE 1. O J O
the following intersections:
Jones Dairy Road and Averette Road ~r~WYZ
o Consmrcted an exclusive northbound left tom lane on Averette Road.
o Constructed an exclusive eastbound right tom lane on Jones Dairy Road. Sheet Description ~ ~ ~
Jones Dairy Road and Chalks Road o Monitor traffic volumes at the intersection and install signal if MUTCD warrants aze met. CO COVER SHEET L ~ V a
o Construct an exclusive southbound right turn lane tape on Jones Dairy Road.
o Construct an exclusive eastbound right tom lane on Chalks Road. C1 EXISTING CONDITIONS ~ ~ c aUi
C2 OVERALL SITE PLAN L Y m w
C3 SITE PLAN ~ ~ Q
C4 UTILITY PLAN 0 U o ~
C5 STORM DRAINAGE AND ~ °
EROSION CONTROL U ~ ~Y
C6 ROADWAY GRADING PLAN Q .c~ ~
eS IIIC. C~ ROADWAY GRADING PLAN ~ o
- ~ C8 ROADWAY GRADING PLAN 3
ro esslona n sneers
C9 PROFILE-AUSTIN VIEW BOULEVARD ~
a
U ~ 122 C10 PROFILE-AUSTIN VIEW BOULEVARD
ti C11 PROFILE-AUSTIN RIDGE PARKWAY ,,.,~"`~AR",,,
~ • ~Z `o~'S_NgESSi~~~2°'
M M PROFILE-AUSTIN RIDGE PARKWAY ~'=.',[yp~/ yy9
N p r r .-i C13 PROFILE- LONGMONT DRIVE ~~TUos f~~ /
h
O O C14 PROFILE- LONGMONT DRIVE = F,~:FN~uNE ~;SQ,.
N N
~5 PROFILE- PLOTT HOUND LANE //~~F~~inn~G~\\
b0 3 C16 ROADWAY WIDENING
'b REVIEW ENGINEER DISCLAIMER ALL PUBLIC FACILITIES, INCLUDING UlIl1T1ES, SIDEWALKS,
~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE ALLD STREETSA S SPECIFIED BY TO CONSTRUCTED ON C» STORM DRAINAGE TABLE
REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN WN STANDARDS. .w THESE FACILITIES HAVE BEEN APPROVED BY THE TOWN
~ AND ENgNEER OF RECORDNSIBIUTY OF THE OWNER pF WAKE FOREST AND SHALL BE SO INSTALLED UNLESS WITH REGARD TO A CHANGE IS APPROVED BY THE TOWN OF WAKE U COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL FOREST. STRIPING PLAN
STANDARDS AND/OR CONDITIONS.
D1 STANDARD DETAILS ~ ~ ~
D2 STANDARD DETAILS ~
s~
~ OWNER CERt1FlCATE BYETHEPTOWN OF WAKE FORESTa~ FOR CONSTRUCTION D3 STANDARD DETAILS
rj OWNER HEREBY CERIIFlES AND AGREE TO TAKE
? SUCH AC110N AS MAY BE REQUIRED BY 1HE TOWN OF eum ~n ~~ri ir~~ D4 ~TeNneRn nGreu e
WAKE FOREST TO CORRECT ANY ERRORS, OMMISSION UAIC w a /-11 I V V 1~ 1 1'11"V
OR NON- DESCRIBED WITH TOWN STANDARDS AND/OR SCRIBED IN THIS CONSTRUCTION PLAT, ENGINEERING DEPARTMENT DATE D5 STANDARD DETAILS
00 INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS p CONSTRUCTION PLAT WITH THE APPROPRIATE
C CORRECTIONS AND/OR REVISIONS. FIRE PREVENTION DATE A 0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Date May 5, 2005 gz
~ C CITY OF RALEIGH AND NCDOT STANDARDS AND
OWNER DATE SUBDIVISION ADMINISTRATOR DATE $ SPECIFICATIONS. Revision Date: September 12, 2005
U Job Number: 04048
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{ 'S,l; v ~ x~ i n~ ~ 1~ ]7 7 l ~ . ~~ENERAL SITE NOTES: ~ L,
~ ~ ~ ~ ~ ~ , , 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PERFORMED 0 ~ ; ~ , t,~ . A EC
~ ~ ~ ~ BY CAWTHORN MOSS & PANCIER ~ ~Z ,r,. , , D EMBER, 2004.
, , l- ~ ~.r ~ ~ ~ ~ 2. UNDERGROUND UTILITIES HAVE BEEN SHOWN WHERE ~ 3 ~ ~
~ APPLICABLE BASED ON THE r' `'"'r ~ ` r,` EXISTE - , , ~ ~ . NCE OF ABOVE GROUND ~ l~ r
r , ~l ~ ~ ~ ~ ~ y ~y r € , ~ ~r ~ ~ STRUCTURES. THIS INFORMATION IS DEEMED RELIABLE BUT ~ ~ ~ p
-r- f ; E~ s !S NOT NECESSARILY GUARANTEED. CONTRACTOR IS 0 ~ ~ r. ~
" ~ ~ . t fi ~ r, a, ~ . ~ ~;ESPONSIBLE FOR OBTAINING THE > ~ . ; ;r ~ M LOCATION OF ALL V A 5 .;Fa 4 , :~.r , f € .soy, h "t P ~ U s'%~
_ m$ ~ ~r r d~~~,, NDERGROUND UTILITIES (NC ONE CALL, 1-800 632 4949) C r ~ PRIOR
F ~ r TO CONSTRUCTION AND SHALL NOT RELY SOLELY ON .i.~ .~L >R ~ ~ • ~ ~ ~.,r ~f~~ ~~x, ~a ` INFORMATION PRESENTED HERE. ~ ~
~ N
' r 3. EXISTING VEGETATION AND NATURAL AREAS WILL BE ~ W ~ ~x~ PROTECTED TO THE GREATEST EXTENT POSSIBLE AND
r ~ ~ 7 r,, , ~ ~ ~ : s r.. ~ Ir; ~ 3 ~ , f ~ ~ ~ ~ ~ ~ MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING ~
. ,i~ ' ; ~ I ~ ~ ~ , ~ r , ~ ~r,~j . DEVELOPMENT.
l ~ , ~ >~r ~ ~ 4. SPECIMEN
. , , ` ~ ~ , ~ L ~ ~ TREES GREATER THAN 24 IN DIAMETER WERE ~ 0 ~~r ~ r t ~ ~ , ~ - C ,.,,,F, n,,,,, n - LOCATED BY FIELD SURVEY AND ARE DEPICTED ON THIS LL
x, ~ Uf
~ ~ { PLAN. ~ ~ A~ r r - ~ ; ~ 1:~: f . : r ~ ~ , 5. THIS PROPERTY IS LOCATED IN FLOOD HAZARD AREA.
7r ~ ~ ~ ~ ~ a ''~t° ~ fir, ~ ~ ~ ~ MAP 37201850 ~
~ ~ x . ~ ~ a , ~ },r aN ,F.. , # 00 J, PANEL # 1850 J, ZONE X . ~ r , ~ ~ s ! ti,.~,,: ~ , 7 ~wT- p °x~ : ; ~ ~ ~ y. PRLIMINARY DATE JUNE 29, 2004.
~ I . , , ~ ~ ~ ~ . 6. WETLANDS SHOWN WERE PREPARED BY CAWTHORN, MOSS w-
P '1 ~ ~ & PANCI A 0 7 r n~ r r ~ ~f~~ t ~ ~ ~P ~,r ~ ~ f 4 ER , PC AND WERE APPROVED BY THE CORP OF
, . , ~ ~ : e ~ : ~ ENGINEERS USACE Iy' 200521188. ANY USE MUST FOLLOW C
, , , ~ r ~ ~ ;~x . > ± ~ ~ ' ~ _ , CORP OF ENGINEERS GUIDELINES SECTION 404 OF THE 3
. f , ~ : ~ r~~ , s- ~.n, CLEAN WATER ACT. 0 . ,
k ~ „ ~ ; ~ _ ~ , - 7. NO LANDMARK TREES LOCATED IN PHASE 1 P ER TREE
.i,.,l' r , , s~. ~ ~ i . ~ ~ ~ ~ ~ ~ . ~ ~x ..,f ~ ~ ~ ~ SURVEY PERFORMED BY SKELLY AND LOY.
i f I~~ 1 y~~1 ~.xr,f ~ a .v~'h~'ti0 d6 pa, r a x =a ~ . r
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t3 ~t ~ ~ - 030534 ;
' , ~ ~ , , r, , „ , R ; ~ ~ ~ ALL CONSTRUCTION T ~ ~ F Q
, , ~ r t~,,,~ ~ ,i - ~ ~ ~ 0 BE IN ACCORDANCE WITH ALL ~ F . GINE`~' S; CITY OF RALEIGH AND N ' '
> , ~ y NDARDS AND ~i F G M ~ SPECIFICATIONS. iii RY B• a ,i, t ~y -~b~yrya~j~ x t - ~ ~ I 1 11`~
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° ~ h ~ s r" ` ~ rY`~ ! *t~ ~ ~ 1HESE PLANS HAVE BEEN APPR04ED FOR CONSIRUC'RON ' A ~ a'' ~ : ~ `i a ` r : ~ w;. ~ BY THE TOWN OF WAKE FOREST. Q
€ ~ a~, ~ £ ~ ~ ~
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'r~ ~ , ~ ENGINEERING OEPARIMENT DATE
w ,T ~''az ~ ! t~r~ 1.~" FlRE PREVENTION DATE t , a ~
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~ ~ ~ i ~~s ~~~s i a°~~`; , ~ ~~~IJRAPHlI~ ~,7liALE S118DIVISION ADMINISTRATOR DALE
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GENERAL SITE NOTES: L t~
= ~ ~ _ '1 , f a / ~ , ~ / ~ ,Ea Z ,n~~1 ''ti 1. BOUNDARY AND TOPOGRAPf IIC INFORMATION PERFORMED { V
~ ~ ~ BY CAWTHORN, MOSS, & PANCII IZA DECEMBER, 2004,
's E ~ ~ 5 ~ r 2. UNDERGROUND UTILITIES HAVE BEEN SHOWN WHERE ~ .C A. PLICABLE BASED ON THE EXI.>TENCE OF ABOVE-GROUND ~ L
f , ~ r i . s ''~~''`~°~y9 STRUCTURES. THIS INFORMATION IS DEEMED RELIABLE BUT 0
~ ~ ~ „~A ? ~ ~ ~fl. np~ ~ ~ ~7 IS NOT NECESSARILY GUARANTEED. CONTRACTOR IS ~ L
/ 1 .d J, ~1 whp ~,rc " . ~~'i RESPONSIBLE FOR OBTAINING THE LOCATION OF ALL . ~
/ % i ~ i ~ 1 ' ~ ~ i ~ ~ - ~A ~ UNDERGROUND UTILITIES (NC ONE CALL, 1-800-632-4949)
~ ~ A ~ I C ~ PR10R TO CONSTRUCTION AND SHALL NOT RELY SOLELY ON ~ ~
1 i _ ~ r , , ' ~ INFORMATION PRESENTED HERE. 0
I ~ ~ I n s~, ~ 4 3. EXISTING VEGETATION AND NATURAL AREAS WILL BE U
I ~ ' , ~ ~ ~ 1 ~ PROTECTED TO THE GREATEST EXTENT POSSIBLE AND
~ ~ ~ f ,r 1 C N MINIMUM CLEARING OF LANG SHALL BE UNDERTAKEN DURING :~,G
~ ~ 'a DEVELOPMENT. to ~
~ , ~ 4. SPECIMEN TREES GREATER THAN 24 IN DIAMETER WERE
m A ~ ~ i ~ ~ ~ 1 I ~ ~ LOCATED BY FIELD SURVEY AND ARE DEPICTED ON THIS ~ ~
~ r / 1 N ~ A ~'~f , ~ ~ t _ i I ~~,y / ~ , ~ PLAN. ~
5. THIS PROPERTY IS LOCATED IN LOOD RD AREA. N ~ ~ F HAZA ~ L
$ ~ I ,fir, ! G'~" . ~!`~~•{'}ice / 4;1 ~ i ~ MAP # 3720185000 J, PANEL # 1850 J, ZONE X . 0
~ ~ r C i PRLIMINARY DATE JUNE 29 2004. to LL /
r, i . , ~~i `Q 6. WETLANDS SHOWN WERE PREPARED BY CAWTHORN, MOSS ~ N
i/ ~ & PANCIERA, PC AND WERE APPROVED BY THE CORP OF ~ ~C
~ 1 ~ v 'iC~~ 1 ~ ~ "r ~ ~ 4 ~ ~ , ~ i ~ ~~r~ r ti'~. ' ~ ENGINEERS USACE 200521188. A Y F ~ . . # N USE MUST OLLOW ~
~ ~ ~V~Q. ® i~ f \ CORP OF ENGINEERS GUIDELINES, SECTION 404 OF THE
I i r '°ti P ~ - ~ CLEAN WATER ACT. y-
4 ~°v } "Z+. ' / 2 99.63 f~.. n'\\\~ \ S 7. NO LANDMARK TREES LOCATED IN PHASE 1 PER TREE 0
/ ~ d y ~ai~ / ~ w` SURVEY PERFORMED BY KE Y S LL AND LOY. C
~ °°YY 11 1~ ~ ~ ; ~ ~ ~ - 3 0
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' 'I ~ ~ / ~ ~ d ~ ~ I ~ . % yi i~ ~ 5 ~ ~ ~ \v~ A ~ NGINE~ QQ ~ LL CONSTRUCTION TO BE IN '~F~' ~ ~ a ~
\ i ~ ~ O ~ ! ~ r _ ~ ~ ~ m ~ ~ ~ ACCORDANCE WITH ALL ~~i FF . G ~ ~ / CITY OF RALEIGH AND ~ ~Y ~
N \ ~ ~ i '1 ~ ~ ~ ~ ~ . ~ NCDOT STANDARDS AND ~~~~III ilr~~~ PR ~ SPEGIFIGATION i / / S.
- ~ o r ~ 1 rn ~ ~ ~ ~ ~ p~ ~ ~ % ~ o ~ G ~ \ ~R ~ ;
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0.1 ~ ; ~ ~ ~ t~ ~ ~ ~ - ~ ~ - - ' BY THE TOWN OF WAKE FOREST. W a N o ; / ~ ~ ~
I A ~ ~ ~ ~ _ j ~ CBI I C R ~W o ~ ~ ~ ~ ~ - I j / Q Z W N
U ~ ~ _ _'t ~ I ~ a PU9UC WORKS AND UTILITIES DATE ~ ~ - ~ , b as
~ ~ ~ ~ O ~ ~ ~ _ 1' ENGINEERING DEPART?AENT DATE
F i " I s j ,-i N ~ J / J ~ 7~ ,n i z ~ ' J _ - `5
_ , `y. Pi i" ~ ' ~ M FlRE PREVENTION DATE o - _ - '
~ ~ 1 i~ / y~' ~5 N ~ ~ / y ~ ~ ~ 1 . ~w ~
~ SUBDINSION ADMINISTRATOR DATE = - _a GRAPHIC SCALE
`i ,
~ l 200 0 100 200 400 800 Z C\j
- r' t 00
( IN FEET)
j 1 inch = 200 ft. 1 9/12/05 Town of Woke Forest JBC NO. DATE REVISION DESCRlPT10N BY
U

PHASE 1 • v
CURVE RADIUS LENGTH CI~ORD BEARING C- 1 25.00' 39.28' 35.36' S 70'18'47" W SUMMARY INFORMATION
C- 2 270.00' 64.61' 64.45' S 04'30'55" W - _ _
DEVELOPMENT NAME: Austin Creek Subdivision Phase I ~
L-38 696.82 N 83'47 29 W _ I -i,
L-39 64,68' S 25'25'28" E _ sTflP i_ : -s~crt-__ h 4~ STREET ADDRESS: 1400 Wait Avenue f ~ .p.~
„ " + 14. J: , - 'RttlT£D ~il>=1 ~ ----_-STREEI.N~ EM SIGN" a"ao-_wx LINE LENGTH BEARING L-40 231.16 N 72'14 59 E l- _ SEE NOTE 4.1 -•SE~ NQ1E 4 - _
L-1 302.97 N 64'3722" W L-41 157.48' N 68'09'16" E `t x o -r-=--~ - - - - _ PIN NUMBER: 1850.02-75-0670 ~ . - ~ ~ _ - - V
L-2 " L-42 91.82' N 69'32'22" E _ - 3 9.44 N 64 4113 W " ~ , ~ ,.,a _
L-3 155.70' N 25'18'47" E 1-43 114.77 N 68'12 38 E a o 3427.42 i I - _ „ L-4 „ L-44 81,90' N 35'19'14" E „ ui A I 191.88 N 64 41 13 W -...~-o ~~e - - - - _ ACREAGE: 51.67 Phase 1 Acreage - - 0
L-5 L 45 179.07 N 275312 E ~ I ' 263.85 N 89'53 50 W " 9 5 I ~ ia' x ~o' _ ~r~~ - - - - ~ SINGLE FAMILY AREA: 34.25 AC vj
' -46 N 36 22 07 ~ I NCDOT SI HT L 6 127.21 S 02 21 51 E L 134.11 E ~a8 rRIaNCLE - ` - _ ~ AVERAGE LOT SIZE (R-8): 8,56 SF V1 f ~ J .,m
„ ~ " 33 , L-7 287.87 N 8741 34 E L-47 144.38 N 01'06 01 E 2• _ 70.0 (TYF} s' CONCRETE FUTURE SIDEWALK t ~ L_,.,,~~`~--- AVERAGE LOT SIZE (R-5): 5,67 ~ SF _ 5' CONCRETE _ siDEwALK ~/t TR~~ ~C~r, ~ - FUTURE TOWNHOMES: 17.42 A(
au.EY I R/W ~n o L-8 67.65' S 87'39'05" W ESE bRP~ ° COMMON AREA: 2.49 AC
, r „ ~ N F - 111.50 S 69'11 20 W ~ • - 3 " I j _Q a' _ r7 ~p<<E iP G 6pa ,
L-10 111.14 S 56'33 45 W 10.0' ~ o ce a,.~ • LINE LENGTH BEARING i ~ o ~ - I ERSN 2 6~, FUTURE RECREATION AREA: 1. . _ E~,B 2 P " 2~ , 85 AC g . T
L-11 111.33 S 44'00 22 W ~ w I J a w „ L-48 120.37 S 66'1733" W ~w L-12 111.26 S 31'20'01 W , " Q o~ o~e' X99 ~ ,a6 r~ f PROPOSED R1W AREA. 9.66 A(
L-13 ~ L-49 139.83 S 29 02 26 W o ax. ~ z ~ 106.97 S 19 30 42 W L-50 62.39' S 2704'28" W ~ W 2p6.0 o a ~ r- e o~a~ R~~'~r ti,~ ~ 4~ ~g5r~ r-" ~I
L-14 89.82' S 14'54'48" W w ! ~ I P~N~ oN~d ZONING DISTRICT: CUR-8 i. _ Z ~ !
L-51 85A5 S 22 30 34 E ~ W t } L-15 131.13 N 78'1754 E „ ~ - _ I ~ . (~J ~ ~ , _ r REQUIRED MINIMUM LOT SIZE: 8,000 SF ~ L
„ L- 52 82.53 S 35 24 28 W ~ ~ i` ~ . ~ -_m 0... L-16 185.00 S 47 49 09 E " w ~ ~ :.:7 --•,~p~F QOM-.._ L-53 77.79 S 664115 W I RI ~ ~ S~ `~p~•-==~ r~~ k ~ , I 4 ~ ~~o:Fa..~o~.:.,~.-~~~n....~.~_rv..w~~ ~ ~ MINIMUM LOT WIDTH: 50 FT z
L 17 124.76 S 13 5817 E " STOP SIGN ~ so' x so' D vEwn -FtE - R~..._.____._-a- L-54 119.64 S 30'41'34 W ~ N o ! ' Tx~E.'~~ f _ ~ R~.._.____-_a. SETBACKS:
MUTCD Rt-1 P COT SIGH L-18 138.54' S 13 5$17 E -55 48.52' 7 ' 4' SEE NOTE 4 `'o• TRIANGLE ENTRANCE ! f ,F r~ ~ , L S 02 50 W _ ~ i ~ ~ ~1 , k I E"'~~ t s FRONT: 20 v
L-19 136.41 S 13 5817 E >r si>rE~rNdMq 'I L-56 58,77 S 0759 47 W - SEE NOTE ,~J STREET NAME I L-20 22.25 S 01 30 53 E _ .~zG~°~~~~ mE , ~ sEE N a I ~ Sr~~ETNAME ~GN ,'0 eE FSM SIDE: 8' s~ ~ qe r
L-57 84.56' S 38'16'46" W ~ - y , r u / r-~-- ,w-.:. , , - __.-SY'' SEE N.Q~ 4 i.. ` 1 `r:.qT - - ~ ,~~I L-21 76.48 S 01'30 53 E 3EET-NAME SIGN L_,~~,.~.-= j ~ qNp N E xQ~ a ~ I ~ ~p oNFa CORNER SIDE: 20' cp r` ,
L-58 44.78' S 19'11'00" W = M ` L-22 77.86 S 09"15 37 W / f , ` _ sTOP _ l.- ''12`' REAR: 15' ~ N ~
„ L-59 26.68' N 76'49'30" E ~ - t TEB-Rlr1_ sro ~ J L-23 49.33' S 09"15'37 W . " ~ ~ - I - M° ~ sq ,g, N ~ _ ~ Ba2 ~ s O _ - d ~ ~ e ~ ~ ~ ~ N
L-60 63,59 S 271613 W ~ N0~ a I -`-MUTED-~--~ > NOTE a ____----a--mi---6(N'iGM L-24 42.89' S 09'08'15" E ~ _ . L-61 35.70' S 05'25'35" E PNASE - M _t.©NC,~~T-aR `~~<1<<~ 2~ x~ ZONING DISTRICT: CUR-5 ~ m ~ 0 sq v ~
L-25 95.54 S 09 0815 E r " ' 1 LINE 1 I 'y~z~ ~i' m L-62 53.96 S 35'4010 W , s4ft• , ~s - ~ . ~ . RE UIRED MINIMUM LOT SIZI{.: 5 0 F O o e ~ I ~ ~ , - Q , 00 S
L-26 170.00 S 17 00 09 W „ , ~ I ~ - ' L-63 31.53 S 20'09 40 W ~ , 51 ~t'~ °µ2~ 9 sA ~ 6 "3.~ ~ ~ , _ ~ I ~ ~ 12 ~~..,o MINIMUM LOT WIDTH: 50 FT ~ ~ U
L-27 57.50 S 62'47 39 E r r " I ~9h I 3 qE • _ L-64 35.86 N 56'19 29 E ~ I I ~ 20 s I s. a it ~ L 28 192.41' S 62'47 39 E " I I . _ _ 9...._•__ sa ~ ~ I o'~ti ~ ~ ~1 s~ ~ ~ 5 SETBACKS: ~ ~
L-65 82.48 S 155641 W I 20;00'-• 5' 6 -29 I PROPOSED ~~6 -,g_ _ t L 416.63 S 72'30'25 E _ ~ „ + ~ ~ B _ . ~ ._s.) I r FRONT: 20 ~ o „y / o ~ ~ ~
L 66 47.18 S 5415 56 E I ~ 2 I L-30 180.10 N 5421 35 E sq~t' ~7 t. ~ ~ ~ Z E,._ ' ~ , ~ ~ ~ ~ 12~ , SIDE: 8 ~ o
L-67 86.56' S 03'11'47" E 7 I A ~ s4• I a Ft. L 31 163.32 S104943 E j I -,-AB,._ ~ sq.1 z p2--_.__. psQ' t. ~ j ~ 1 e4~ nn ~ ~ ~ t l ~ c q. 1 ~j2 t ~ S7 ~ ~ ( d~1 / ' ' t, n 1, ° i CORNER SIDE: 20 y w ~ ~ o0
L-68 47.68' S 2721'04" E I _w 9 i 10 L-32 3g I • - 379.68 S 72'30 25 E ~ „ • .W. , I L-69 29,73 S 15 39 45 W I 3~ ~ ~ ~ o ,r ~ ~ N ~ _ ~ r; ; g2 t ~ REAR: 10 ~ ~ o
L-33 310.00' S 03'48'46" E f, - L-70 12.33 S 44'18'32" W I ~ ` I sa• ~g fit. , ~flr l0 4 ~0 5 ' / /~t o CV r _ ° w 6 W~ ~ ~ ~ ~ ~ 4\, ~~(t~~~p¢~~y~,.~- ~ o 1 ~ N00 NCR NEUSE RIVER Q ~ ~ ~
L-34 144.32' S 59'06'48" E „ I ~ ,ft. ~ y I __.~~1..._._.1 sa• I sQ c ~ w I 00 _ L-71 325,02 N 02'18 52 W I ~ 160 33 t. ~ ~ ~1_ _ ~ ~ ~1r',?' ~ r ~ - ~ RIP BUFFERS OR 9 w ~ ~ ~ i . ~I td Ql
L 35 265.39 S 86 3011 E ~ „ I-• -8,. _ f ~ ~ R` „ L-72 284.45 N 64'41 13 W ~ - I~ ~ 9 sA• ~ Q _ ~ ( 9 I s ~ r r ~ ' ; INSIDE CITY LIMITS. YES o RE ?s'`~ . ' o ~ ~l~I WE DS 0 ti ~ti\ ~ I~ 3 ~ . , ti 01 ~ f ~ a ft 1 I,~r, U a
L-36 119.96 S 8739 05 W ' ~ - ~ I ~ ~ ~g I 3 1~, ~ '8 - - f „ L-73 302.96 N 64'3722" W ~ - ~ I ( sq•; ~ {t• - 7 ~ 5 . o - 16 sQ~ _ L 3 1450.94 S 65'09 54 E ~ ~ ~ f _ 0 _.I I b10~ . o ~ ~ I , r ,
- ~ ~ o~ ; ~ w-nANDS PROPOSED BUILDING USE: Res~denttal Subd>vis>on
~ 160 >r 2 I A,p
I G 9 I _ ~ I 0 _ v sQ . a , o ~ , PROPOSED SINGLE FAMILY LOTS: 125
~ _ ~ , •120_--.~.. ~ "`~..,4 ~ r:--~ 1~~° ice.,. ~ PROPOSED TOWNHOME UNIT ;ti: 0
I - , o .,~a, I o J sa•~ • I ~ ~ .ice I 16 I o ~ ~ . p1.~ ~ 4t ~ ~o ,.j (VSO 9q
i I ~ it, 0 _ ~ 5Q• _ i - R I I Q 0 ~ = 1 i 5~ s _ ,a~. _ _ ___-,i ~ ° / / ~~(2 PROPOSED DENSITY: 3.65 Unit~~Acre C,_ ~ a ~o ~ ~ %a.. ~ f ~ S 0' ~ O
i t2o'- ~.8 ~ ~ ~ i , q2 I 1 r, . 0p
~ ~ I 6 1. P osEa._ 1 sq.~ i "15 t. r , j , , ~ ' salt' ~ nu~r - ~ ~--fl~-.a.._.I ~ sq1 ~ ' J ! ~ ,,z J OWNER: ~ ~ 0 1 ,a
~ t ~ p2 I X12 7 1 8,°._ o I _ 5, s- .....m~ ~ ~ ~ ~ Q ft. 3.._.. afl ....m~ - , ;f, 8~,~ Villages of Austin Creek, LLC - t,,.. , j ~ sq
1 r ~ 1 s ~ G s / s A i ' ~ 19 Q• w_..~~ _8,__. I 9 1 ; - ! ~ ; a4 ~ spr~ ~ ~ ~ 729 Thimble Schoals Drive Suite 6C ~ ~ ~ A S ~
1 ~ I p0 f sq R _ ~.I 7 ~ _ ~ ~ 3 ~ l R. ~ ~ 'i~_ , , i Newport News, Virginia 23606
EE ~ x,~~ ~ r `~r A.` -t -,~J ~ ~ 03 9 A~ t, - r~ t; a lsq., . / ~ 1~. o°. / 1-919-255-2354
F~ ~ I - ~ ~ ~ ~ / t ~1 sa ~ ~oo~._w.~J I i ~ 12 ~t.... ~ ~ ~ ~ . ~ ~ 5a' 0 ~ Jr 9 / 60
~ ~o~ 6 a~~` ~ ENGINEER: ~
6 + 0~ ~r i • X62 ~ t 28 tti~.~, s4, r~.~_ . ~ ~"~1~ ~s / C ! o sq. , , ~ Crowley & Associates, Inc.
M H i sG• ~.~,1 ~ t l ~ ~1 ~ ~ ~3 / ! j ~ ~ 0 ~ , o g0i 1906 South Mam Street, Suite 122
7 I. ~ ~ ~ .,w~ ~ ~ ~t•~ r i `r ~ sQ• w;~~ r C ,~q~ I L ~r r, '~-"w.l1 ~ o ~ ~ ~ 19 ~ , ~ a~.e Forest NC 27587 . ~ t l1 fit. ~J
- 1 ~ < ~ 9 t:''r ~ A6 ~ ~ age 1 i I _ - sQ ~ ' o ~ o~k~ •J 1 5S - ~ 1 ~w 5 °1; ~ (9~9 562-8860 t ~ ~ U
I I , - ~ ~ ;G1 „ _ - - ~ - _ ~ ~ ~ / I -~...1. ~ _ ~ .5 _ i l...~ ; ~ a~ ti. ~
t . R i sa ~ sQ•
, ~ ~ ~t, - - ~ ~ ~ -a..~j `.r l ~a`l ~ ~ ~ s ~ ~ ~ q.titi• ,fly 0
~..-.ti c~ ~ ~ t -0 1O f ~Q' ~ ~ aUF ~
e ~ - l 1 l ~ ~G ~ ~ ~ 1~ ~ ~ LANDSCAPE LEGEND
ti W ~ ~ l Dr >l 9' tt• ~ r 1 t i > 5
r ~ ~ o.. ~ , °1 0 ~ ~ C t,.>.~ ~ { ; , , _ ! ~ SCARLET OAK
I r t 7 ~ r' t_ 9'A ~t. 116 { . + ~
a ~ 1 ~ SQ 1 ~ ~ o sq~; l sq!
~ ~ wsTLnND ~ ~ 2 r<t. `~1 ~e sa• ~ i ~ti. f4..
1 ~ ~ 2~ 5 tt• ~ r w, ~ ~ sa• ~ ~ ~ .~.~.w RIVER BIRCH / l 15 d ~ ~ r o , 1 sq•ft~ wETUNDS
i ~ Imo,, }r 8•~., ,L n ,r7 to ~
~ i FU F ! 5~ ~~~5 t t w. , fpR ~R ~ ~'T,a s41~ ~ °B~ f 5~ j` t~ q. ` ~ o I f s4 11 ft."
~ N 3 ~ ' _ t Rip ~ cE a~ 1 23 ~t ~ t e 6~°,, , ~ , 50 EsE ~o sQ~ ~ s~ r~° ~ °°~~~.ao5 q• ~ CREPE MYRTLE N (t,o ~ 9 s ~ "F~
~ f
~ - I - RE ~ ~ 5a~5` ~ 1 ° 1, ~ ~ f ~,,,i~• ,v a~ 6 it~e ~ I / o o ~~.tif eq 1 fit.`; ~ ~ Q~ ~ 00 l sq ~
TREE AND 1 2 ~ r 1~ S4' ,r / t off. ~ ~ r SOUTHERN WAX MYRTLE p
SIDEWALK 9~ 5Q• r ~ q(, % ~ ~ / ~ r ~ 1 EASEMENT ~ ~ n ` Q1 5 ~ ~ ~ yw `^r ~ ) -y~, o, , ~ ~ i C ~ o, ~9~ p 12 ~ `Gj9 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL ~
i s 9 0~ ~ ' i ~ ~ ~~~w~,~ © 1 ~ oa,a s CITY OF RALEIGH AND NCDOT STANDARDS AND
S ~ ~ . ~~.Fi 1~ t GRAPHIC SCALE i ~ ~ ~ ` ~6 ~ , t ~ 1t, , 1 sa ~ , ~ , b ~ ~ ~ ' a r ; , _ NSF ,~R~M SPECIFIC S. ~ ~
~ i ~ a ~0 0 20 +o Aso I ~ 1 ~ ~ - 1~ f 9 ~ 1 , 1' ~ B ~ 0 sq,~ r 11 Et:°~ p 3~ ~
8, 1 ~ 3`' ~ 'DA c - ~ ~ - ft S 5 0 , ~'~.._./Q sq FAR P~. 0~~9 ~ o 9 , ~ ~ ~~IF ~85h, g5~ 1 ~
I I ~ ~ sA1}' ~ ~Q~ o~ ,q~E ~ ~ v/ I ROUNDABOUT I ~6 ~ 3 Q ~ (Jj~; r I tANEAD-.SIGN ~ 0 --.~_.r j 6 sQ~t• t R~S RE'` ~~TY'; AFC ~ ~ f~~~ ~v! h I p.g" o ~ g9~~ ~ ! 850" N
IN FEET I ~ w ~ s4ft ~ i 18-~ ~ f~ ,f PO , S,yr , ~ ~ ~ ~ o sq'~ ~ ~ 110 ft•`~ ' ~ ~ ~ N# ~ INS ~ QUA. BOTANICAL NAME COMMON NAME HEIGHT ROOT CALIPER ! ~ ~ ~ ~ ~
1~ it. ~ p0 6 1 ~ l r . ~6q ~F ~ sA• _s,~ ~ 5 ft. 4 ~ Np 1 inch = 40 it, ~0 ~ ~ sQ• ~ _ 1 ONE r 1 a ~ ~ r-. 9~~~... TREES ~ 1 100 t ~ r- C
_ . g ~ I 7o- - I _ _a5a ~ 62 ft~ I f ~ o d..,, r - x ~ ~9 sQ..._ ~ iv`~ 5; ; ~ rv o ~ 169 QUERCUS COCCINEA SCARLET OAK 8' B&B 2.5 sq ~ : Og 3 1 t• ~ f
~ ~ 9 `~l ~ t d o~ , 1 ~ . s4{ ~ - co 58 BETULA NIGRA RIVER BIRCH 8' 8&B 2.5 0 i d 9~.. ~ WETLANDS
I I Z :Q ak s I ~ 0 sq I ti I 6 s4~. I ~~'~s:~'~~ ~ ~ ~ ~C ~ 101 ~ , ~ 94 LAGERSTROEMIA INDICA CREPE MYRTLE 6 B&8 2.5
I 5 s4. 5 p i 1 !T , o k 0.,, ~k- po sq 0`i3"" % 62 MYRICA CERIFERA SOUTHERN WAX MYRTLE 18 3 GAL. ~ ~ sq• ~
, a, I _I I ~ ` ~ ~ ~ ~o ~ ~ 42 ! 9 4t ~ 1 i
YIELD... ~ I SQ•,~ '"""""SEE NO o ~ i ~ 1 Et I ~ _ ~ o j,._ ~ 66 G SIGN ~ sA' S h rp~ t V1 1 t t~~ . ) ~ CA 66 ! e 0~ ~ ~ ~,M R p iii
2 I gQ• M~ I i a d I t 5 ~ M~E'MNDS ' 1 5att' o TYPICAL LOT D NSI S a~' • S ~ o ~ I IME ON ~ ~ i •..ti ,
fit' r M~ - 1 ~I.2 ~ NOTES' 9 s9._ ti ~ a, ~ - + ~ 6' ~ j ~ ~ ~0~ "~x a, -1 1 ~ , .F • t°~ ~ , sq ~ t o ~ • 4 Y . ~.,,~56~.J 06r.~ v I 6 _ AL =
1. ALL COMMON AREA SHALL BE OWNED, MAINTAINED, AND . , , s~. ; !o ~ ~ o ""`156.. ~6 . ~ , , I w PRESERVED BY THE AUSTIN CREEK HOME OWNERS ASSOCIATION. q,. 1~ {t. I,.1.,4 ~ ~ , - / 1 eQ~t' % I - 0 0534
PR OSED RSO• ,C~z; 5 5Q' ~,ai STR~EINAME SIfN__ .o o 2. THIS PROPERTY IS LOCATED IN FL000 HAZARD AREA. j 1~ ~y- ~ s~E NOTE a q. t , ~ ~ ~ ~ ~ ~ Jnl i
„ AuFY 1 , ,v~-~ 3 ti I 1A t• = ~ s4~ MAP ~ 3720185000 J, PANE 0 J, ~ 9 sa• ~ R vet - s. ~ ~ ~ ~ TYPICAL TYPICAL OFF ;,GINS • ~5~~
PRLIMINARY DATE JUNE 29, 2004 _ ,.8 ~5 ! ~ ' t _ 5 Q R . 10 ~t. ' ~ / 5000SF SOOOSF ''~t ~~Y , Ot~~`~
3. ALL NEUSE RIVER RIPARIAN BUFFERS WILL BE RECORDED AS - - ~ v - ~ ~ ' ' N- °T R j ' s: .AH ,qD1 N ~I~ARK 6_.sa' ~ t ~ ~r'` ' LOT g LOT 11f11lII , ARKS ' ~ DIMENSIONS. DIMENSIONS. °
CONSERVATION EASEMENTS. ~ a - ( fv~wh ~ ~W 4r A~~ ~
4. AL STRIPING AND SIGNAGE FOR TRAFFIC CONTROL SHALL = -"=-.~a~' ~ ~5'~~ E EP t ~ L n ~ _ ~ ~ R~ . SIGN."~ „ E'NTT2 J ~`~-b-... ~ , 1ti ~ STGP~StGf~ w.
CONFORM TO THE CURRENT EDITION OF MANUAL ON UNIFORM ~:j o ~ s 0~ ~ ~ F " o~ ~ ~ MUTCD. Rlm ~>~E ~ f ~ ~ §1REE " ~r SEE NOTE 4 ' ' ~ STREE t I
TRAFFIC CONTROL DEVICES (MUTCD, BY THE U.S. DEPARTMENT OF / o. s~E NOTE 4~~ 1 \ / ' ~i ~6 Qt• rj r `NAME SIGN da ~ 5Q• ~ STREET RSr `^v / ~ , - TRANSPORTATION. / 6p nbaE ~GN ~d sLE NOTE a MME SIGN" ~ ~ -1 U1 ° EA4i~r 1~ NOTE 4 ~ ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
YIELD 9 3 N 5. DEVELOPER TO CONSTRUCT ALL GREENWAY TRAILS WITH THE COST slcN ' ~ ~ 10' ~ sEE NoT~ a , `~`°a,,`~ ~f, ~ 's, s ~ 8Y THE TOWN OF WAKE FOREST, Q N
OF PUBLIC TRAIL CONSTRUCTION TO BE CREDITED TOWARDS ~ ~ ~ ~ ,t ; S 1' ' ~ ~ a so +J ~ a z u, ~
5 _ ~ ~ ~ q0, RECREATION FACILITY FEE. ~ ft.~. x _ ~ ^ .7.. gkfi ~2 s4• ~ ~t~, riti ~'tE~ ~~Ak~ PUBLIC WORKS AND U11LITlES DATE ~ PI L I ' b td ~ CI fG 11 1,-v_ ~ I
N URAL AND UNDISTURBED ~ ' ~ ~ ~ ~ ~ 6. STREAM BUFFERS SHALL REMAIN AT 11, / , ~ , . ~ „ ~ ,~~~Es ~ t~`' 0 ~ Q Q '~T ~ I _ ~ ~ s _i ~ ENgNEERING OEPARTUENT DATE
EXCEPT AS MAY BE NECESSARY TO ACCOMMODATE UTILITIES AND ` ' , ~„lea .,eF Mr ~ z a HELD t ~ ' W'4~`•~S ti. 'Y©~'' I ~©p~. ~ ~ ,r° ~'ti~N~. 1 ~ ~ S ~ ,
DRAINAGE FACILITIES. NRRB RULES ESTABLISHED BY NC-DWQ APPLY ~E ti slcN n~4k~, o' . q~NfO,, _ 1 ~ - ,,hi ~t~~~.., ~ TO STREAM BUFFERS. I R~~-.~.__.:; ` 4 ,!i' r' FlRE PREVENTION DATE ~--w~ _ c ~ ; P~ 1
r 9se 7. WETLANDS SHOWN WERE PREPARED BY CAWTHORN, MOSS & ~ ~i~., ~~N _ ~ 4~ -
~ PANCIERA, PC AND WERE APPROVED BY THE CORP OF ENGINEERS ~ ~ <<.w _ ~ SUBDIVISION ADMINISTRATOR DATE r ~ ~-I ~ GRAPHIC SCALE
,~n•nr" nnn rn.. nn auv iinr ,urnr rni i nw nnnn nr ru nu mrnn / `~J J
UJAUt# ZUUJZI 100. AN T UJt MUJ I rULLUYY UUMI- Ur C.IVhII,4r t t
T GUIDELINES, SECTION 404 OF THE CLEAN WATER ACT. .~•+r; ~ ~1 1 0 50 100 200 400 Z
S LOCATED IN PHASE 1 SHALL BE RECORDED AS 8. NRRB' CY) Z
CONSERVATION EASEMENTS. JA, 1 NO 9N~ A
9. NRRB S WILL BE RECORDED AS CONSERVATION EASEMENTS. N N~2 / IN FEET rq \ ) Q
/ 1 inch = 100 fl 1 s/12/o5 rows of woke Forest Jac 1 /
N0. DATE REVISION DESCRIPTION BY

~'~~~~G~Qnn`~` r
P tv Z ~I ~
~ 20 00 _ SEWER CONSTRUCTION NOTh;fi C~ ~
, g o WARD All_ _ ~ _ ? ~ F-+
c', ~ 1. All sewer shall be laid at least 10 ferl horiz ^ _ - _ ontally from any
i~ _ g'_ % -8 -g- _ ~r~ m . e_ t t - I ~a m- _o ~ ~~~.r. w~ - - ~ _ _ -n- - ~ - - - - - - - - existing or proposed water main. 1 ~
_ er-"mow `--'yam----~~- - - ,~j a ~
S 64°43 01 E <r " ~ iP.~zr.~e~ - - C~ ~ x_73 - - - ~ 1 ~ . _ - ~ - - - - ~ 2. If it is im ossible to obtain I ~ ~ p proper hunzontal separation as
4 _ 27.42 ~ L 72 e .~-y , ~ d ~ i ~'e~ escr>.bed above or anytime the sewer is over the water maul both
/F ~R~~ ~ ~ R~ , p. ~ ~ ~ V ~ r the water main and sewer must be ~ I constructed of ferrous pipe ~
g E~ CpR pA 1 ~ 70.0' ~ ,~A~ SHIP 26 6~. complying with public water supply dcsi n standards and be ~
R F~ 0~~ f ~ gg P, 2 , 3~r 5 R W ~ ~g~ 1~~' ,Y~• ,~2 g t pressure tested to 150 psi to assure w,,lerti htnes ~
ga ~ p~. ~g9 2~a ~r ~ g s before backfillmg.
92' g 1a5 1'~ f 3. All pipe slopes shall conform to the ii~llowin mini
~ t _ pl SON f ~w ~w f g mum design 1 criteria:
o ~ ti a L- 4 i
~ d ° f1 t ~ Pipe Diameter Minimum tilo e P
~ ~ w R ES : t ~ 1 ~ ~ w ~ 0 Fp ~o~` , / 1 (inches) (feet per 1tt0 feet 4~
w ~ ~ ~ R~ .~p~ ~ 1 ~ ~ ~ w SE 1 ~ RE RE / ~ s ~ 6 0.60 ~
~ v. f ` FOB / ~ ~ ~ J 8 0.41? J
i r ~ >e CP ~ r ~ d' 12 0.2~ ~
S OR~ ~ ~ 1 ya S 9, 9~ ~ 16 S 0.1 ~1 ~
s, / \ ~ 18 0 1..
_ - k , ~ _ _ ~ ' . X30 ~ F 24 0.0~ u r~
( , . _ / 30 0.0(, H
~ti~~ 3 ~ ~ 6 0.05 ~ ~ ~ N ~
~ ~ ~
i. ~ / •i ~ f ~ ~ 3 ~ ~ ~ 2 4. N Four (4) feet m>mmum cover shall b~, rovided for all sewers ~
yq• 4• 2 y I i q M 1 ~ y q i ~ ~ y~h ( ~ 19~ ` g2o _ ~ 66 y ~ ` ~ ~ 2 y~ I I ;1._. ~ 1.~~ ~ ~g,• unless ferrous material pipe is specified. v ~
1 A ~ ~ ~ ~ o ~ / ~
~ / ~ r"._ } ~ ~ 3'I ~ qty ~2 x~ H / ~ ~ ~ U ~ 5. All manholes shall have a minimum inside dro of 0.2 fro
/ I ~ i yq• y 1 5 ~ I 2 ~ 5.~_. ~ ~o° ~o I ~ ~ of ~ {ti. 02 P m ~ ~ invert in to invert out. ~
~ ~ ~1 y yq• 5 / ~_.6,..._,_. s I F o~ t~ o
_ w._ 0 E q• ~ ~ Z
+ 'i ~ ~ I I _ F 1 H UTILITY LEGEND y w ~ ~ I CROSSINGS ~ ~ ~ ~ ~
ro o - yq ~9 { q. ~ , ~ ~ p °N
2 ~_._.0~6_.- ~ 9g yq. p y ~ ~ 1p 1 q , ~ . 6__. y ~o w PROPOSED WATER LINE OR SEWER LINE ~ 1. Sewers crossing water mains shall be laid to rovide a minim ~ ~ ~
~ Z 0~ _ ~ QO 'tom„--,.~.~,-,~ p um ~ ~ o o, _ _ _ vertical distance of 18 inches between the outside of the water ma' ° ~
A ~0 { . 'I t ~ ~ r EXISTING WATER LINE OR SEWER LINE in V a ~ ~ ~ and the outside of the sewer, The crossin shall be arran ed
~ s ~ ~ { ~ ~ yq ; _ g g so that
~9, _ _ + _ ~l ~ ~3 ~ I ! ~ ~1 -0._ ~ ~ ~ o S PROP the sewer joints will be equidistant and as far as ossible fro OSED MANHOLE p m the
_ q. 'i d~ 8 ~ ~ ._1 1 y yq. , sq ~s I water main joints. I
o o - 5 ~ - o . / ~ ~ f a ~ o yq , . 31 A .w SO EXISTING MANHOLE
6 q 7 ~ 2. A 12 inch vertical separation shall br Trovided between sto ~ ! rm
S ~ PROP sewer and sanitary sewer lines . yYO OSED FIRE HYDRANT ASSEMBLY
; i y4 ~0 {t, I ~ A~~ ~ ~ R -W, 7 ~ n ail t`~. - ~ , 002 1 + yq. I ~ q. 'I tti.~ t ~yq~/ ~ ~ 1 r 0 1 ~ g1 ? ' 9 y yq ~ ~ 00 > 12 q~~' `7 ~ DEVIATIONS ,yYO EXISTING FIRE HYDRANT ASSEMBLY
( wv
~ 9 r$ 1 PROPOSED GATE VALVE Deviations from the approved plans will , e uire a modifi ' J q canon to
~ ~ qt~'r t ~ ~ t yqt ~ ~ y 12 ~ the permitted sewer from the NCDENR.
< 1 yq' ~ ~ ~ p6 ,t EXISTING GATE VALVE
r i - _ ~ 1 19 h f ~ -w.. ~p~ ~ r ~ y ~ CERTIFICATIO h N
i~ ~ ~ ~ 2 {t ..w 2 ti. ~ r-~-.... 55 ~ PROPO SED BLOWOFF ASSEMBLY
.,Q6 ~ ~ 6 g6 j 1 96 ~ ~ 9 ~ 7 I ~ 2_ 7 ~ ~ 1. Fol ~ WITH GATE VALVE lowing construction of the sewer, the Owner shall rovi C_ p de to
~ 1 ~ 1~ ~6 {i• ~ ~..r g yq' a t ~ - o ~ p~M~ t 1~ the Engineer a survey of the constructed sewer erform p ed by the ~
l t~1 ' ~ ~'1 ~'~~...1 ~ E~ t 1 sq, 9 yqt ' 7 e ~f ~1 {t. ~ t o~1 PROPO ro~ect serve or wi SED AIR RELEASE VALVE p ~ y th the following mtormat>on:
/ ~7 M.~ g ~ ~ a, M ~ I anhole nm elevations
/ / yq' I ~ ~ 7 J _ ~ 1 b. MaiTh U ole invert in and out elevatious
i ~ ~ ~~6o M 11~ pl q. 0.s i ~ 4 ~ ..t s ; ~ g, p a ~ 1p ~ ,o d ~ yq. q. c. Pipe length L
_ _ . _ ~ ~~w. C ~ d, Pipe slope
3 J 0 o
. i V - 1 ~ Dc - r yq f i 1 1 } gh yq~ ~ 6 yq~~ 1 ~ 2. c~.~z Certification will NOT be made for deviations from the
~ ' ~y~ l j ``~...1 t ~ ~ approved lan ~ p s, or deviations from the NCDENR minimum desi n criteria
~'T r ~ y ~ yq. ~ 6 a~~~ ~ 1 ya{ g ~
i~ / ~~ti ~o Mai ~1 y f E! 5~ . n 1 ~ ~ ~ a~_ C L~
0
Z 2 ~ ~ ya• 6 s 1 f p, 0. i 23 ~ yq• ti 5q. yq. ~ U
J r, ~ l` ~ C
~ ~ ~1 ~ ~ ~ ,.l 4• r 1 ~ ,ARE 6 y f ~ ~ 6 ~ 6 f t 11 y y , { . q. ~
R FO R ~ ti. ~~i '"5~ ~ ~ 102 p sq ~ I
r ~ ~~o_ q~ i Z 6 ~ ~ N ~ ~
- ESER Pip ~ ° % ~ 6 y a'_ 6 q~~`r 1 1 1 ~ 112 i _ ~ E 1 ~ ~ I y a`~. N
R ~ , p0 ~ Cp ~ 1 0 ? D C' G~ 3~ y-- ~
yq• y ~ 6 R ~ ' ,~g1 ~ 0'!. 7 gh yq ~ Nr 111 {t~) L1FFo F FF~R k, P ,0~ ~ Gl"t ~yj~ yg~
I ~ f 5 ~ p y ~1,,. ~p ~ 6. ~ ~ ,~..w 1 ~ 5 D 6' S0 ~
P 18 C ata~ to P Zo LL
i i "r ` i I 21 11~ 6 yq• t R S 50 : 9 0 P Z , ~ yq. ~ ` ~ FO p~E W,q~ •Q' ~ t ' 9 q. 11 4{~• , ~ g i p ~ f s y U E' Q~ fin ~
_1 f 5 a{~ I ~ ti. RES RE ro -GSM r ~ ~
o i 3s~ t ° p6 _y H 6 yq f OqO A@ ~E ~ ~ I I_. o F ANO ~ 0 9 t~ ~ ~
~ ! ~ r. 31 I 1a •-_.J ONEO . 1 yq. 10 q{t:`~ tD f o I y j , 2 , C... p ~ ~ . _ ~ yq 6 f ~ , ~
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9 0, ~ ~ i ~ 18 ~ ~ J ~ ~ d 1 ' p0 ~ n ALL ~i ~ ' ~ •N• • '
v CONSTRUCTION TO B ~i FR G~ ~ CITY OF E IN ACCORDANCE WI iii Y
f 0 ' o p RALEIGH AND NCD TM ALL ~1~fIIIIi~~~ ' OT STANDAR SPECIFICATIONS. DS AND
- S _ ~ _ - r--- ER q0 r, ~ _ _ 1 ~ ~ 5 E i
6S+
= ! , ~ ~ Unct t; Exec z5
~i ! ry Qy~~t'~-~ ~ ~ r' ro ~SMr - THESE PLANS HAVE B EEN APPROVED FOR CONSTRUC710N BY THE TOWN OF WAKE FOREST. ~ Q
y ~ Agy 8e ~ i i ~ ~ pN
15 f~.. >S ~ OOMfD r" i q. wA LLr o S 2 y i ~ Urr /nl E~ 3+90 to 6 ~ Q~ ~ ~ Ury fCpRIC PUBIJC WORKS AND UTILITIES z W ~ ~ DATE ~
~ ! ASEME 2> ~ QD ~ ~ ~
i Nr o0 ENGINEERING DEPARTMENT DATE ~ ~
6 ~ ~ / FIRE PREVEN110N DATE
~ ~ ~R ~ 1 i r3 , t
1 :.,t.._ _ pH~,c~
TIE TO EXISTING 12" GRAPHIC SCALE SUBDIVISION ADMINISTRATOR DATE
4 r DIP WATER MAIN j 100 0 so 100 200 400
Z
00
/ 4 ( IN FEET ) 1 4 (C 2 B/12/05 Town of Wake Forest JBC
inch = 100 ft p 1 6/22/05 NCDOT REVISION JAC
NO, DATE REVISION DESCRIPTION BY

WAKE COUNTY SEEDING SCHEDULE Seedbed Preparation:
1 i~ 1. Chisel compacted areas and spread topsoil three ~
inches deep over adverse soil condltions, if available. Mixture V
_ ~ Agricultural Limestone: 2 tons/acre (3 tons/acre in clay 2. Ri the entire area
. ~ ~ ~ - ~r T ~ !off _ _ ao , - _ Fertilizer; p to six inches deep. soils) 3. Remove all loose rock, roots, and other H Superphosphate: 1,000 Ibs/acre - 10-10-10
~L _ ~ _ 'rein I':; `3'E'T ~~=a«~"~' ~ Imo`': _1 ~ ~ ,i~~r ._~o~ r~+'. d_T~ t' t ~--T , ~ 8 t-T 'o r~-~-- ° , , ~ ~ yl-7- ~ ! --rq+ - - Mulch obstructions leaving surface reasonably smooth and ~
- t v I -'.~~isms" s~.~s-~ asp- $ r ~ ~ r `8 3' a - 1 0 Anchor: 500 Ibs/acre - 20% analysis uniform. ~ C/1 - - 2 tons/acre -small grain straw 4. Apply agricultural lime, fertilizer an ~
r , 7 g tg iY a ~ ~ _ _ - ~ N v. r , s.. , ' ~ ~ " _ ~"1 _ Asphalt Emulsion at 300 dsu er has hate uniform) and mix with soil see ~
_ , - ~ . , _ t ( - - ~ - - als acre p P P y ( - - ~ 9 / I Seeding Schedule mixture}.
'BASIN= j 5. Continue tillage until swell-pulverized, firm
R" For Shoulders Side Ditches Slo es Max 3:1 : reasonabl uniform se d ~ p ( ) y e bed Is prepared four to six
"`r BASIN R PLACE TREE PROTECTi 0 0 #2 ON ~ ~ TIC 6.. t Date T e inches dee . Au 15 -Nov 1 ~ Planting Rate P
TEMPORARY,'r ~ ~ ~ ~ 7 ~ ` ~ _ FENCE ALONG THE 9 Tall Fescue 300 Ibs acre 6. Seed on a freshly prepared seedbed and cover ~ Nav 1-Mar 1 / ~ Tall Fescue & Abruzzi Rye 300 Ibs/acre seed lightly with seeding equipment or cultipack
14', ~ SILT FENC _ - - . CLEARING LIMITS ME ~ G• ~ ~ ? BERM , , , : E ~ ~ " , r J . ~ 984 ,86 . ) ` Mar 1 -Apr 15 Tall Fescue 00 after seedm .
9 ~ - D~ 19 i 2 ~t ~ g - d, ~ tie .c Apr 15-Jun 30 Hulled Common Bermuda rass 3 Ibs/acre 9 Jul 1-Au 15 g 25 Ibs/acre 7. Mulch immediately after seeding and anchor 9 Tall Fescue AND Browntop Millet or mulch.
g2' ' r . ~ BORROW,~SPdIL~ ,x. ' ~ - ' , PIS ZOO, Sorghum-Sudan Hybrids*** 125 Ibs/acre (Tall Fescue); 35
~ ~ - I ~ , - I , , Ibs/acre (Browntop Millet); 30 8, Inspect all seeded areas and make necessary
I`I r I~ ~xaa ! `f mss'' ! L_d ' Ibs/acre (Sorghum-Sudan Hybrids} repairs or reseedings within the planting season, If possible. If stand should be over 60% lama ed 1~
9 re-establish following the original lime, fertilizer and ~
I ~ g • 1 I? y~ l s- ~ i I ' s _ 1 ~ ,°~u r~ _ IJ "s~' + ~[ll t /'r. rtetr~l ~.l~, ~t l,.. ,l, el rtl 'U~ - For Shoulders, Side Ditches, Slopes (3:1 to 2:1) seeding rates. ~
r i I , t I r j r se !!t r! e~ t t I a ` ~ M . a. ' ~ - 1 1 ~ ' ! ! 9. Consult EFS Environmental Engineers on Mar 1 -Jun 1 Serlcea Lespedeza (scarified) and 50 Ibs/acre (Serlcea Lespedeza); maintenance tratement and fertilization after
,i t , " •1 ~ 1 I r e rti r'°'° r' y< tr ~ r:.:l a!t t t 1 yy r v I~ use the following combinations: ermanent c v r i p o e s established,
~ I tll i ~ t 4 ~ ; , F 1 r I t r ` 4' X , 9'~ ' ' F/ ~ ' ! , I sq. s r, " ~ Mar 1 -Apr 15 Add Tall Fescue 120 Ibs/acre ~I
Mar 1 -Jun 30 Or add Weeping Love grass 10 Ibs/acre Mar 1 -Jun 30 Or add Julled Common 25 Ibs/acre V
,lllit,ttl~,+t,f,jt _ 1 =y,, J . ' ~ fff ~r1 t ,+t;,, i:t'l,t4l tln is I - Gi ayr /1/~ . , , . ~z., - - sa _ , ~ Bermudagrass ~
~ ~ _ ` . e i / iti it 1 ~-\.1 7 r 1 ~N a~ k t 1 \ x'11" k~ ~ 1~ Jun 1 -Sept 1 Tall Fescue AND Browntop Mullet NOTE: M,.1
IS.. ~-~...at-'i---~-3 - i ~ ' : . r ' , ...o. ~ I i _ r _ , 1~- ~ 8_N11 ar , I ~ a /1 A ~ ~ 19' ~ ~ ~ ~ ~ ~ ~ t ~ 1 I p~ Y`n t % > - i. / , Illrr, ~5 P ' ~ I ' I I ' 4 It , I'fl W - 1, . ~ , ;f ~ iJ! ) ~ , ~ (~.yr ~I ~ :I Y ~ I r~; or Sor hum-Sudan H rids*** 120 Ibs/acre (Tall Fescue); 35 g Ibs acre Brownto Mullet • 3o SEDIMENT BASINS ARE TO REMAIN IN PLACE ~ ~ / ( P v~ N o0
- ~ ) i a t. 5 r Ibs/acre (Sorghum-Sudan Hybrids) DURING THE CONSTRUCTION PHASE OF THE 4~ N ~n Sept 1 -Mar 1 Serlcea Lespedeza (unhu8ed r, r.
f 7 i r 1 / 7,_'f' h i t 1 1 1` ~ - ~ w, tr t, r X / I 1 ti , , i t , 1 I .'Y'1 ~ 1 ~ I 1.. b ~ f v I/ ` ! ~ /"V unscarified) AND Tnll Fescue 70 Ibs/acre (Seriecea Lespedeza); PROJECT. ~ ~ N Nov 1 -Mar 1 AND Abruzzi R e 120 Ibs/acre (Tall Fescue) •rr ~ ~
y 25 Ibs acre V ~
y~~ ~ it i t 4 S Y S~ 1 I 1 i t I I~ ~t~q yq. t 1 V ~jq~ 1 t a\ i~ !!J~ it tl' V'_ P / 5LOPE STABILIZATION REQUIREMENTS: ~ 0 0
t S ~ f ~ 1'^- ..,G..,d. 1 ~ A .~Y. l .».1 1 ! ~ t! r W E 11 _ ~ ~ , s ~ ~ , ~ ~ .i__.. ~~:._.q,_ " f ~ 1'1-t ~ I t.~ t ~ `I~' ~Vi.._{~,. t t _ ~ _ rr ~ r ! r `t P ~sY ~g. i5 ~t 3:1 AND FLATTER: GRASS ~ ~ Consult EFS Environmental Engineer for additional information concerning other alternatives for ~ ~ U
, vegetation 3:1 TO 2:1 SHRUBS & VINES ~ of denuded areas. The above vegetation rates are those which do well under local conditions; 2:1 TO 1:5:1: RIP RAP ~ ~ ~
, 5 { ~ ' 11 SQ ~ , t ! other seeding rate combinations are possible, STEEPER THAN 1:5: R °
•4` ~ i' t~ I'.°'g9~ , r~ , ~'u _t~.^'1 r 1 r I r I ' ~ ~ , ,'S , 4 ~5 ~ ~ ~r t. - , ~ . ~ I , , ~ rn 1 EQUIRES RETAINING WALL ~ z ~ °
, t 5qt t ~ 1 3 I~ i 5 , 1~ ~ ~ P i G / qlq ~ V I i 00 /5 1 A t f h " - o , I ~ '~g~~ ~ , „ ,1 I TEMPORARY: Reseed according to optimum season for desired permanent ve station. Do ~ ~ `0 g ALL AREAS WILL BE EE ~ w ~ 00 not allow temporary cover to grow over 12" in height before moving, otherwise fesuce may be S DED AND MULCHED WITHIN ~ 00
, f. t J I , ,r 4 ~ `~ti• I' ~ t... -.7.. f 2 _-..v~Q"..+~.....I t ~ tt~ ! ~ ~l~~ IYP , , ~ ~ " shaded out. 15 DAYS OF COMPLETION OF ANY PHASE OF ~ o ° cv .o
a 4 'Sq•, t r °G>',~ `q~ 1 ~ r IV l~• r~ ; t . t + O I t ~ ~ 5 ~ ~ rc~, , o sq ~ ~?p. k ; '1 , , !~q 12 LF $~6 ~g~ ' 1 ~ r , 6~yq, r , ~ ~p0 , , Is GRADING. 0 ~ ~
' I, , -1-- ~ 0, r__ - ~ _l.~.~ li > , ~ ,~`4 ~ - ~ ~ lE L SPREADER ~ ~ o r l o ~ r,
BASIN ~ . ?4~t' ~ _ _ _ 1 , i I • i A~ ~ ! f ; }r I BYO I tt it-~i~--...."~ „ d. ! ,Q, ~ 7 V o. ~~rn
' ~ ' 'A• ~ ~ l~~~ ~ r ~ sq~ 0 s ,r ! 4C .i"', , 0 r I 1 r , 1
20 TEMPORARY i _ ~g ! !I~ _ ,g , ~ ,gym ! v ' i. ~ ~ @ASId DISTURBED DRAIN BASIN SIZE BASIN 010, CFS WEIR LENGTH, FT
SEDIMENT & EROSION ~ ,r ~ : ' ~ `ar t~W_~ ..:-~-a ~ , ~ ~ _ w . . _ , , , ' , , .j.,' ~6~ v f~> , : ; x B SIN ~ ~ EASEMENT ~ t ~ r r_., ~ - " ,16 {ti.,. ~ ~q~ ~ ~ ° I AREA. AC AHEA,_9~ DAx18oo.c~ Q,)Ml_NSIONS Qflxo,5x7.2 414l1G~Ji~ 42 ~ ~ ~ ~
~ ~ ~ , I ' E. - ~ ~ s~ sA, , " 0~ J r , r ,1', ` i ~ o~ o_ . ~,~~u , , ~ ~ a fi=r- ' ~ ' I,tti•'II~ ~v' ,3 `a . I > ~ _ , , , 1 0.9 2.01 3618 20'X45'X4' 7.2 10.0' 5.79 50' 10.07 5.47 8.0' 1.31 6" STONE
, ~ ~ , G _ _ _ s ~ 4. ~ sq T < ~ ~ , F - . 1 t ti , , _.r _ . . ! 5~ ~ 2
,_t . - ~ t ~ a ~ 1-~ 's A~ ~ - ~ ~ -1 ~'F`~ a fti~ _ ~ ~ ~sa, I f S -I R , 8i e - ° .i ~ i ` , =~~an.q I ~ ~ r „~q raq,p~... a ~ _ ~ , _ - 5a. I r , ~ , , ~ ~ 2 0.7 3.21 5778 24'X48'X5' 11.6 11.0' 9.24 50' 2.68% 5,30 8.0' 1.20 6" STONE
/ I ~ } , tea" ~ L,~,~k , X12 - ~ _ ~ 3 0.6 1,73 3114 23'X46'X3' 6.3 10.0' 4.98 50' 25.0% 7,06 9.8' 2.36 g" STONE
' ' 4 ~
f ` 0~ i ' , s ~ ~q, ~ ~ ><,0 ~ ~ _ ~ ~9 ~ I 0~ 2 e? _ . 4 1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 12.5% 6.56 8.0' 1.81 6" STONE
, ~ ~ ~ ~ f , c~, j 5 1,0 5.fi0 10080 32'X64'X5' 20.2 19.0' 16.1 50' 7.50% 6.79 9.8' 2.24 g" STONE
p C ~ , j a~ ~ - ~ r q 2 LACE TREE PROTEC110 I 'A I"~' " ~ 11 fit;.. , . Rr ~ ~ F~.; ~ ~ ~ ~ 7 - p , yak 'J ` t~f ` _ _ ~ ~ ~ ~ sq.
FENCE ALONG TH ~ , ,sq' ~ 9 ~t, ; I 5 . ~ ~ t ~ - i~. - r r' ~ _ CLEARING LIMI , 'S ~ ._5a_ 6 , ~ r ` ~ ~ ~I , , _ . e , 6* 0.5 6,20 11160 34'X66'X5' 22.3 21.0' 17.9 50' 4.12% 8.51 9.8' 3,18 g" STONE
r ,,~z ~ ~ ~ _ _p0 , ~ _ , f rE 1 ~ ~ I I ~c-..i ~ ~ ~,'I r' I _ ~ ~ , a.,..~., i t e " r ' r4j~! (~~1~ ~ t i~ M',+„~ J ~ , _ 1 _ ~q~~ 19 ~ 7 0.5 4.10 7380 27'X55'X5' 14.8 14.0' 11.8 50' 7.50% 5.52 8.0' 1.27 6" STONE
f ~ , ~ t ~5
4 ~ ' F~. ~ 2 ~ , 2 , , , ' , 1, , sq k sa' "t a Sq ~ ~ .t ` ~ ~ ~ , . s 1 8 1.5 4.i0 7380 27'X55'X5' 14.8 14.0' 11.8 50' 2.78% 7.56 9.8' 2,42 g" STONE ~ C
9* 1.1 1.41 2538 21'X42'X3' 5.1 10.0' 4.06 50' 2.50% 5,44 8.0' ';.34 6" STONE
~w F ~ ' '4 ~ ! 5q . , 0 10 0.25 0.80 1440 15'X32'X3' 2.8 10.0' 2,30 50' 8.33% 4.69 8.0' 1.04 ~
l ' ' g~ ' ~ ~ I 6" STONE ~
~ BASI ~6 ~ r : } f# `ji61 f ~ ~U~ , s+' ~ 11 0.9 3.40 6120 28'X56'X4' 12.2 12.0' 9.80 50' 6.67% 5.89 B.0' 1.52 U 6" STONE
i , ~ ~ ; - ~ , ~ , >p, s b ~ t ~ , 1 I ~1 ( 158 , ~ ~ r ' ' 4' '.1~' ~ ' , ~ , ' ~ t l " I I 1 i Sq' ~ , , ~ " { r , I ~ ~ , _ 'q~ti• s LEVE SPREADER I 12 0.8 2.31 4158 23'X46'X4' 6.60 50' 5.50% 4.7 J L 8.3 10.0 9 8.0 0.99 6" STONE C
' ` ' 1 . t~ ~'~V . t~ tp ' ~ , ,t t a'.'' I ~ ! ~ , p"y'^.y. ~ 5 I~ , , ~ L
t ~ ~qF, ~ , t~ X11' , ~ ~ J , b~-",~ I~ a E ° . 4 a ~ - ~ - f 1 ~ 1 r ASIN * 0 SIZED BASED ON STORMWATER PIPING NOT DRAINAGE AREA.
, q ~ ? ~ \ 4 r -r-. a .t u. ~ s, _ 1Q ""{Y. r ~ 1 n7 ¦
t - ~ ` ~ ~ J "Y.; ; ' ' r ~ ` • ~ ' Sq' /r _ ~11 i ~ t ` ~ ~ 1 t ^°.i,., t r 5~'~' "C'~` _ "~"T _ rr a' I ~t t. 1 t~~: t. v I , t ,r~ffp~i^~_..'... s ~ s. . - ~ 1 r I , t , I ; i 7":, i '`*.l ! ~ fS , ` tr f ' ~ td V~ , / 4,
i 4 { _ r,, " r~r r. ~G~"r ~ r. , - 1 1 I t ~ 4~~`''~> 1 f , l ~ ~ 1 , , -.i, } SEED AND MULCH BARE GROUND - ~ C
zl ~ 0., s~ 1 =t, q• ( 6 ~ ~ 1 . 1 l ~v ~ k.Y~ r' ~ n„ 5` +,,w 5q' E t. 1 4 4 v ~ 1 I ~ 1 W ~ L~
w , tr 1r , , r , I' / , ~ . -q1 't ~ r 20 MPORARY "t ~ f ° ~ ~ ~ ~ , t~ ~ 1 ' > ~ ~ , ~ ~ ~ ~ ~ ~ SEO ENT & EROSION 0 15' .~~1
,r ~ ~ ego` ti ~ ~ - ~v E ENT U
- ~ , TEMP' ARTY q ~ ~ ~q , ' sq~f I' i ~ ` t' 1 ! ~ sa ~ ~ sq' 3:1 ~4~, ';~~5r d~,,. a~ III ~'1 1 wo, '2_ I; ..1$. ICMP ~ , ~ ~ , " . ; r 54 ~ ~ , , ~ , i f f f II 00 _ 3' 1 Q10 'ti C
~ ~ I , . 1 I . ~ ~ , ~ ~ , ~ ~ ~ ~ t r Gwr ~ , ~ r 1~. t , ~ ; ~ , 1 1 F Depth LEGEND LEVEL SPREADER #1 ~ ,L
e a I - x SILT FENCE Q=CIA ~ tti INSTALL REQUIRED LINER
ir+ ~ 3' O Q(10-YEAR)=9.2 CFS R APPROVED EQUAL ~ ~
, ~ ~ , , ; , . , , : ~,.~g11 t I i , . r `~v. , yq• ~ r , , "66 E~~ ~ t t , X12 CLEARING LIMIT 9.2 CFS X 13 FEET = 119. S 6 LENGTH PROVIDED 120'
: v?~ .!i 1 BASF ~ ~ ~ 1 r I ,r r r: ,!n `a, ~ t , b 4~ D) ~4 G' M CUSTOM BASIN REMOVAL SEQUENCE - tP T ~
' I #6 I ~~r I t•. i t b.. OR P .0 ~i. UPON I ` ' ~ ~ ~ 1 I ' ~ I I , ~ ~ ~r I ~ , ~ ~a , , , ' ° 65 s~. , _ ~ ` ~ a . ! ' ~ , 1 ~ ~~IF a5 ~95 ~~~1. UPON PROJECT COMPLETION AND SITE REE PROTECTION FENCE LEVEL SPREADER #2 ~ STABILIZATION
I' . ~ ~ ~ ~ 1 I ~ I , ~ , I r i 9~ ,a ~ , ~ ~l,' g~, 7 ~ 9 ~ , ,1.~ ~ , eq• ~ ~ p2 0 RISER~BAR I , l 'a^ t ` ~ li ~ 1 ~ ' ~ ~ 'o a a ~ o So' - N I1,,~• 4- ~ ~,,,tr ~ ~ ~ L°.a r; REMOVED I RISER BARREL STONE FILT R AN Q=CIA Q L / E D BASIN DAM SHALL BE TD T EMPORARY DIVERSION 0(10-YEAR)=12,1 CFS [ ~ REMOVED AND ENTIRE STRUCTURE AREA GRADED BACK TO _ ~
' ~ ~ . ' , , . , i . .i..,' , r°' 6~, 't'~~'r, I' p~ ~ : ~ l' ' ~ PI1J~ pt~ IT 0 ITS ORIGINAL CONDITION. 12.1 CFS X 13 FEET - 157.3 ~
. - , , , ; , ~ , I , , -"L, I ~ 1 ,Sq, t~, I / 6 ~ r S ° , , I , ~ Z S RIGIN~ • , ~ ~ r h, I 5q• f _ o. 9 'v Fti• ~,~,s ,~~r-~," ~ e ,1" i,,,i 1 f~II~, 36 r Wqk '9 ~q.~• tf , ,ti sq. 2. THIS 0 INLET PROTECTION LENGTH PROVIDED 158' (f~ 2. THIS OPERATION SHALL ENTAIL RE-ESTABLISH ~ Q1 MENT OF
? ~ , ~ _ ~ , .j ; ~ , , ~ , ; ~ sA• I - ,I ' I I t I . ~ f f in p ~ I ~p - ~ ,I ~ ,~~.r; r~, ~I , 1~ , , h~~~, ~ nE7 . Pfc. o. ~ 1 VEGETATIOP VEGETATION ON ALL DISTURBED SLOPES AND ARMORING OF LEVEL SPREADER #3 ~ ,L 1 SEDIMENT BAS{N
/~~'~l ~ f" , ` 5 ~>I I 63 PO Mr I ~ I SWALE INVI i I „ , I A8 f 0 ~ I I q'.. ~ - ~ 0 - SWALE INVERT IN ACCORDANCE WITH THE ABOVE DETAIL Q-CIA QS - .~..r
, I , - , ` ~ ; o~..,.,._,1, ~ ,~Q s N I lsa~~. I ~ ~ 1 I ~ SWAL T • . 4~ I q E 0 , , ,t ~ „ 1 SWALE TO TRANSVERSE BASIN AREA ALONG CENTERLINE OF Q(10-YEAR)-5.7 CF5 ROCK CHECK DAM
I ~ ` ~ ` ~ 7~ + r r 1 N I ~IS ~,Ot tl F k i b.^ \ y 1l1 i't l .,..l..~y. J NATURAL C S'.. 5 , 1 t , I I 1 i 1 ~ \ 1` t ` 1 , ,Ot ~q. , ` \ Y L I4 1 may' • ' ~ 1 1 'Y•~.,~-« I I I~ 1 '1~„~.~.. NATURAL DRAINAGEWAY, TAIL DITCH TO DAYLIGHT @ 1.0% 5.7 CFS X 13 FEET = 74.1' y- LENGTH PROVIDED 75' MAXIMUM. T o
, q 4 F ~ 7 ~ f MAXIMUM. ' ,j 4r~Q , ~ i ~ , 6 , ~ , q. 5, ~ . , v tii I i r I I ~ Y I , r r ` t n Q p I ' t 1 e 1 1, e>[, 4 , ~ ' 1 U ~ .J o9U.l... a.i . Y t 4 p,C~ ~7 ~ I t , l t ~l r1l ~_`,C ~ ~ o , t S(~•'~ ~ al 1 A O I 1 I I \ 4 U 1 1 ' '1 r EMPORARY BERM
' o. sq ~ ~ , ~ ~ , o , , _ pry ~ c~1~ : _ v ~ oo ` o~ b 5~ , , I i E S 4 o ' 1 g, i ,v . , AS[~ 1 , C
' 1 _7 i'. t i I L~ t 1 ~ \I [ 3'f b.. 1 p \ lly~" t j, r ~fi ' ~ } 1 i I 1 J , ~ , , ( I ; t , 4 1 ~ ~~~;r; I, 1~~fJ~1~ ' . ~ i v'...., 1`.^~J E,A ~ 1 ~ , ~ ~ a 11 ~ 2 t ~p , ` , ' 19, qf' ,p', , g°,g~,lat,l ''hQ, o.,"~, ' 10 X' t , s ~S 0
~ 6,,,w~ ` \
1~ t ~c v s..-~-w t t i ' ~ v ` t ~ Sql ti ~ . S Si , 4.J e R ~ ~ , ~ , , r, ,,v,, a - , - _ . ~ , C ~ r ~ , , 4 , ~ P ` CE TREE PROTECTION
~ 5 s , ~ ; ~ , . 1 1 -~,sA.,,,, R"` ~b > ~ , , L.~. ASIN ai, „4"1', , E ALONG THE , 4., ~ a, 0- .1; 6. _ yq.l. " ~F , , Sq' r t., , I~{'10 1,4 , , ",1 ,4 ' r ~ ,\'GL SING LIMITS
ti , , ' .l .2 ' ~ % t5 ~ /y sq I . 1 , • ' , ~ ~ p , e 1 vs 5 ' ' : ~ ~S 4 a1 4f 1 !i1 ~Y"w V 7 1 1 1 < < I } \,e 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE ~~111+I+~ri~ WAKE COUNTY CONSTRUCTION SE UENCE cA
t '1 1 t_J t ~Q ~ t S ~ I I i i ; { ~ I A~ 1 s A ;t', 1. OBTAIN STABILIZED COMPLETELY, CALL STEVE MEYER FOR AN zN ...Roy
~ ~r.~ - di. ~ a f R 1r r r,.... i i j4 ~ 41, \ ~ TEMPORAR~ ' ji 1 qE ; ~ ' % ` ."FSt,S ~ ~ ~ { 1 of . , ~ ~ e ,v , 1. OBTAIN GRADING PERMIT. SCHEDULE INSPECTI o~; • ' ssr ' A PRECONSTRUCTION ON BY THE ENVIRONMENTAL ENGINEER. E .y ,
p:. ~9 s 1 ~ y.." , , , ,1~-Q6„ ' + ; ° ;~~3 , ~Q aq{~., 1 ' 4 , v' CONFERE 18_ CM_ ~ . a ga , r I ` ,1~' ~~•ti sk„ ; a , r , i, ~ a, r j w CONFERENCE WITH ENVIRONMENTAL ENGINEER STEVE MEYER, 8, IF SITE IS APPROVED REMOV ~v°. E TEMPORARY DIVERSIONS, SILT - AL ~
N 5 _ 2. INSTA , ~ _ ~ Ir ro' 4,v , DISSIPATOR , - I _a,.~.. , 4 ~ 5 'ss ~ ~ t " . ~ m , , ' ' ~ v ~ ~i m A to ~ t j , i 2. INSTALL GRAVEL CONSTRUCTION PAD TEMPORARY FENCE, SEDIMENT BASINS ET - ' C. AND SEED OR STABILIZE ANY ~ 0 0534 -
PAS Trn.... ~ _ ~ ~ ~ , r~ ...I- r~ Eas~fa r ~ ° .Er ' ~ ' , _ ~ , ,'r , ' . r t ' DI VERSI O ( ) b s 1 Vl BASIN -1 ~j : 4 A t 3 t f , (,~i .•""'_"T'-'--t-^- , f n f I t ~ Ii ! i'~ tr a DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER REMAINING BARE AREAS. AL L REMAINING PERMANENT EROSION A 121°
K o ~ r ~1 , 1 ~ ~ ~ ~ ' ~ ° ~,1 ~ MEASURE IIm[f , , ~ _ 1 I 1N ~ ,ydt A 1 ' N 7 r t , t t 1 . '9i>; . ~ ,q+ ! r ~ ~ r ~a r ..r~ y' I N MEASURES SHOWN ON PLAN. CLEAR ONLY AS NECESSARY T CONTROL DEVICES S FN 2 0 UCH AS VELOCITY DISSIPATORS SHOULD i,F,~ INE. ~5~~ INSTALL THESE DEVICES. SEED TEMPORARY DIVERSION5, BERMS, ~ ~
- , ~ a5 .5 ~ , I , , , ~ ~ - i . , , ~ , . , r STALL qq ~ : N I f I w 1 4 .U!;_, t i V. s • 1 ~ ~ - t! o ! / J I i , ' , ; -;1 ~ , t , I ~ ; ~ ~easlN , , . ' _ _ AND BAS NOW BE INSTALLED. `~i'~~' G~~~` AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 9. WHEN VEGETATION HAS BECOME ESTABLISHED CALL FOR ~~1111111~
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- W THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
P~ x BY THE TOWN OF WAKE FOREST. ~ Q (1~
Q ~ 'n
U q PUBlJC WORKS AND UTILITIES DATE ~ 0
ENGINEERING OEPARTAIENT DATE
a FlRE PREVENTION GATE
x
U SUBDIVISION ADMINISTRATOR DATE
U
~C Z
a~ ~0 00
0 0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Z CITY OF RALEIGH AND NCDOT STANDARDS AND 2 9112105 Town of Wake Forest 118C
v SPECIFICATIONS. 1 6122105 NCDOT REVISION JAC
NO, DATE REVISION DESCRIPTION BY
U

r ~ ~ . ,
. ~ ~ b~ ~ ~ ~ ~ ~<< I w ~ ~ t ~ ~ ~ 6 ~
, s ,,4 \ b~ (f) ~ t .F-' i - TEM RARY _ _~.4 N , ~ ~ ~ ~ ~ ~ i.:. y , " I I I I I I ~ v.
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~ ~ ~ ~ ~ ! I ~ ~ ~~;,,M ~ ~ ~ - ~ ~ t ~ ~ ~ ~ ~ OSOD HYDRANT i I ~
~ ~ i O / i ~_.ASSEMBLY I ~ ~
r , ~ i I • ~ ~ ~
\ `Y + ,i ~i o ~ ~ CO ~ / ~ / f~ b ~ , E1 a ~ ~ - _ ° ~2IALVE I 12' PLUG q ~ ~_Wl:f}i BOX ,~y
Oj ~ ~ ~ ( , x AND 8 :107+ ~ 1
~ REMOVE EXISTING PLUG ~ f 3 JG PLUG ~ '~1
T ~ \ rn ~ 12" VALVE N , AND INSTALL 12 MAIN AS 2 MAIN AS ~ ~ ~ _ _ _ ~ ( ~ i T 7 ~ ~
~ 0 ~ C ~ WITH BOX ~ SHOWN ~~'~Y. 8 ~ ` a M N II ~ % ~ i
~°E ~ II ~Ik c ~ RO ~a ~ / r = / ~ h: ~ ,
~ ~ ~ ~!P ~ ~ - v- 2 ~ 12 _ ~
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~ MONT DR. G
PROPOSED HYDRAN ~ ~ ASSEMBL f' i ~ I ' \ D VALVE 8 VAL w WITH BOX ° z ' '
V- 2 - M ~ ~ , ; _ o k w
~9 + ~ ~ ` / ~ FE'S r~ N ~ / i t i I i ~ ~ / ~ \ 12" VALV w ~ w ~ ~ y Q I I ~~0/ WITH Bo w Y ,
j ~ #2~~ ~ I 4-- _ _ 12"..VALVE .ku. f > ~ ~ ~ ~ , ! ~ i ' 1 X12" Cf~SS
~ ~ ~ ~ is ~ ' ~ ~ (w~TH ao F ~ / ~ i ~ ~ LEGEND ~ 5 ~ ~ i Q w ~ - x SILT FENCE
F ~ ~ ~ o ~ /p , ~ G
V' / ~ j i l./ 4 1, I l (P ( ~ / ~ ~ ~ n , o - FARING LIMITS v
U~ O ~ ~ ~ .3 ~ - " ~ ~ ~ ~ ~ 12 VALVE ~ i ~ i i 2 o a z z ~ q
F I ~ WITH BOX ~ ~ / ~ ~ r~ , ~ ~ w 0 o I - 4~~ w ` ~ TREE PROTECTION FENCE ~ ~ ; ~ ~ w ~ ~ I..- t`
i ~ O ~ r' ~ ~ ~ ~ ~ _ ~ ~ j ~ , 2 CS~'ROP YDRANT ~ N w 1 \ ~ i N N f w ~ ~ ~ N 00
I \ i ~ Cp S MBIY m N r I ~ ~ I I I ~ ~ I~ --,.-m TEMPORARY DIV 4~ N ~ ERSION V~ 1 s~ N ,n \ ~ ~
~ 1 ~ I 1 _ , w ~ ~ ~ , ~ ;I t~ V- ~ I ti O ~V ~ INLET PROTECTION d _ ~ ~
~ ~ ~ ~ ~ ' ti
„ 0' + O SEDIMENT BASIN ~ l0 n 1 3 ~ ~ r/~ ~ U
N ~ 1~
o ~ z
NOTE: ~q ~
FILL LOTS 17, 18, & r~ W ~ ~
19 AS REQUIRED FOR a p ~ N o i~
POSITIVE DRAINAGE 0 ~ ~ ~ ~
OVER CURB. w ~ .!4 DISTUR ~ ~ O ~ B6Sld BED DRAIN BASIN SIZE BASIN Q10, Cfs WEIR LENGTH. FT ~ ~
Ua AREA. AC DIMENSIONS
5 1.0 5.60 10080 32'X64'X5' 20.2 19.0'
6 0.5 6.20 11160 34'X66'X5' 22.3 21.0'
PVI STA = 71+75
PVI ELEV = 333.94
A.D. _ -3.00
370 350 K = 66.67
I 200.0 VC
~ ~
PROPOSED N r
~ GRADE
C_ ~ L;.w _
~ U
~ ~ W > a% _2 0 w 2,0 •08q L
r~'~ 00 ~ r~ 360 340
0~~ 5
Qa~~-~ ~-~~'o Js
N C L
LOW POINT ELEV = 335.75 Q w'> ml-oz
LOW POINT STA = 35+87.91 ~ ~ - + ~ o ~ N / >
PVI STA = 36+00 O N ~ m -DER ~
~ PVI ELEV = 335.00 W P / EXISITNG to w 8 (u C
~r~~ U U P~ p1P ~ ~ GRADE ,Q L ~ > p pP~
A. D. = 3.03 + r m m Q PR 0 o ~
K = 65.93 NM~z 350 ~ U 330
o I Qw !C ~
I m~ > ~ 0 200.0 VC O z F
U I-- - ~ ~ ~ ~
~ ~ + ~ 0 ~ O O
~ ~ 0 ~ O I~ J
w EXISTING ~ ~ ~ ~ 6' ~ ~
U ~ ~ 1.70% ~ GRADE M -
U > TURF > w ~ FU C 0 ~
w ~ w w / WAY U ~ U ROAD ~ ~ ~
~ PROPOSED > > ~ ~ ~ > > w w / ~ m m GRADE 340 NN -N 320 ~ ~
. ~ / 32 18, `1.33q PROP. 12 _
x 0.00 0 °
DIP WATER 1.35q ~ 4- 0
~ 8in.RCP - Z4in, / P ~ C
~P ~ 0 3
~ PROP. 1 ~ GP 60.43 ~ 8 1 R I ~ OQ . g~t~ 0
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PROP. 42.48 ~5• 330 0.50 1 ~1~IIlluirii
WATER ~ 8m.PVC ~ CB 18A CB 20A OAR ~~~i
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0 p ~ r~ TOP 336.3 TOP 335.33 rn ~ N N N In C7 ~ to ~ ~ to U) O . • 9 r~N MyN ~N ~t7 M~ M~ r~ j. ~ ~ .Q 9~ I~ ~ ~ t7 ~ ~ M~ M~ r7 _ L ~o =
~ INV OUT 32.58 INV OUT 331.83 ° ~ 03 534
Q~~~ or`M ~ ~.~~o CB 18 39 MH 38 rn~~, °IIIZoS '
70+00 71+00 72+00 73+00 74+00 ti~1NEE • SQ,~
a. STA 34+68.98 ~ Q > STA 34+30.82 STA 35+98.01 m ~ a ~ rn d- ~o ml-oz RIM 336.33 TOP336.98 NNN~ C°~~~ iii R Y B .
• ~ U cn I- _ TOP335.47 0 N o,~ INVERT IN 332.33 INVERT IN 329.68 INVERT IN 328.66 ~~~N dn- ~l f l 11 l 11111 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
~ ~ N NNN~ SI--p> ~ r~~ INVERT OUT 332.33 INVERT OUT 329.48 INVERT OUT 328.46 z CITY OF RALEIGH AND NCDOT STANDARDS AND
~ ~ 1- ~cn~-_ 3 0 c~z C ~ 2 SPECIFICATIONS.
+ .-o FES 19 B 20 Nzzz N0~ CB 17 STA 35+88.06 FES 21 + •-__o :r~ ~
M~I-~ STA 34+71.24 NoOrn ~ ~ o' STA 33+03.96 TOP 335.33 STA 35+95.42 ~ ~ ~ ~ ~ THESE PLAN5 HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST, Q N
ww INVERT IN 331.50 ~m~m~ ¢w» RIM 338.63 INV IN 331.58 INV IN 330,44 wwww Q GRAPHIC SCALE Z a
I-o =QO-»» ~~zz INVERT IN 334.63 INV OUT 331,58 ~Ozzzz PUBLIC WORKS AND UI1LI11ES DATE ~ 0 25 50 100 ~ ~ ~
INVERT OUT 334.63 ENGINEERING DEPARTMENT DAIS
~ N~ d~~ rn~ 000 00~ r-~ ~0 ~tfl O to 0 ~ 0 ~
.r~ .cD .O .oo •O `t.~ ON fir- 0Cn X00 ~cD ~ ' ~ rn ~ 00 ~ ~ ~ ~ ~ r to `t ~ M cfl ~ cfl ~ ~ a0: ~ O ~ raj c}' HORIZONTAL FIRE PREVENTION DATE
r~~ ~M X00 M~ ~O ~O ~.r- ~'N 1 inch = 50 ft
~ M~ M~ r~~ ~r~ M~ M¢ M~ mod' ~ ~ r~ ~ ~ ~ M ~ SUBDIVISION ADMINISTRATOR DAIS
5 0 2.5 5 ~n _
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 414 Z
VERTICAL
Z r0 1 inch = 5 Pt,
2 9112105 Town of Wake Forest JBC
1 8117105 Wake County Erosion Control JBC
NO. DATE WEWSION DESCRIPAON BY

TEMPORARY I ~ w ~ , •
`PIPE I` sq' ~ 1 1 I ~ I ~ I ~ ~ ~ ~ BASIN Q10, Cfs WEIR LENGTH. FT V O DISTURBED DRAIN BASIN SIZE . @A~ DAX0.5X7.2
0 ~ ~ 2 ~ ~ 1 5 ~ 8~ 0 .__w_f sa ~ ' A@EA,~ QAX1800.CF Q~~IENSIONS J AREA. AC ` ~ H
6 a i 8, i . 9 a ~ ~ - 6 w.w_ ~ 0 I ~ 7 0.5 4.10 7380 27 X55'X5 14.8 14.0 ~ ~
_w. I w..~ I S a' ~ ~ ~ 14.0' ~ ~
_ a-0 8 1.5 4J 0 7380 27X55 X5 14.8 0 4~ ; ,
I .~f I f a_~.. ~ ; 'I ~ ~
I ~ .e.._.._._. v
i sa' a' ~ ~ 3 1 s . ~ ~ I I ~ ~w.0- ~ 1
3 sa• S, I g ~ o
~ 6 .e_ ~._.a ~a_~ g ~ . 8, ~ ~ ~ } PROP 1 RANT
~ f "VALVE _v . _ a ...__u 6 - ~ ~ ~ ~t. _ 9 WITH Bd ~ i
` i x i 1
~ 12" VALVE 1 s~, ' 6"x "CROSS LEGEND ~ - x SILT FENCE
PROP HYDR T I. BOX f ~ i ~ ~ ~ ~ ~nTH . ~ ~ G ~ I 6~ a~
ASSEfd ~ , ~.y "VALVE ~ i ~ s { i ~ ~ ; 5 .~r~~1. ~ .~r~~l r ~ CLEARING LIMITS
_ _ ~ ~ ~ ~ 1 ~1 J nl~ ~,-W 12 VALVE s , ~ } ~~a i
~ ~ -G- r 1 f # i p ~ I +94.6 Z,~sl ~ o d~ - #29A o - tP TREE PROTECTION FENCE 1.,1 o _ r;~__ ~
, r._._. CB ~r 1. !f TEMPORARY DIVERSION
~3
rS ~ _ ~L INLET PROTECTION ~
_ ~ N ,~f - 12 VALVE ' ' , ~ ~ WITH BOX
,f_ 22A ~2 " x 1~ ~ SEDIMENT BASIN V
~1- 1 ~ U ° f Y~ ~ ~ ~ ~ Y, H
P o~~ EASE D P
12 PLUG 22 N TD R ,r , c r AND BLOCK 0 , 4Cj ~ N 00 G~ N ~
t V p A c 12 X 12 I ~ .F,~ N
CROSS v ~ ~ V •~I ~ V ~
~ ~ 4~ O o
~ CB ° # 39 1 ~ cad R, 0 S
~ f~~, ~ ~ r sa• ~ F M ~ 0 ~ 0 ~ N
e 0 E 6 S 9 E R N E W ~ ~ S 0 E ~ ~ o
,a R f 0, ~ ~ 1 ~ v R ~ R ~z v ~ ~o
,y F ~ F ~
• 0 ~ w ~ ,-1 ro ~ 0 ~
sG• 2 5 3 0 owN w
~1 .P 1 s 12 VALVE GRAPHIC SCALE o ~ ~ i, w o ~
WITM BOX B r ° 24 50 o z5 50 10o U a ~ r'~ rn
i P
t o ~ ° r
~ t HORIZONTAL
1 inch = 50 ft.
5 0 25 S 10
PVI STA = 28+35 VERTICAL
i inch = 5 ft
PVI ELEV = 332.62 EXISITNG - EXISITNG GRADE
60 _ -4.19 3 A.D
K = 83.54 PROP( PROPOSED GRADE
350.0' VC
~ ~ ~ 2~° / C
..i / ~ ~ ~ / L
p0 1
~0 U
/ ~ .F
3 0 6? i _ ~ $lr' .._I 6! L 2 C
N / 1a 0 i ~-i~ 46' i l J i ' i 3% ~ 0
+ ~ ~ 22 ~ a 22 ~Z V1
/ ~ O ~ Oa / G ~L - c 9
~ ~ p'I R R ~ ~ ,1,~ 1g ~
~ N vi i~.i / ° ~ C ~ ~
~`~N v U / ~a 0
+N ~ w w / ~ RG U PROP. 6
o 32.51' / NIN~ZO / 2 ~JG N Q DIP WATER C N
Q Q_ ~ ~ • ~ . 9 9 ~ / 11
m~ozZ / / 2 ' . C 3 0 ~
3? ~ ~ , / ~ ~
- ~ ~ , / POP. 6
1 ° / - °I DIP WATER g6
~ % ~ 3• ~ N ~f-
NN~ L 0 ~ t.!) N' ~ 0
/ ~ ~ ~ ti ~ • ~t NNE
/ `Z ~ N 16 + ~ ~ N ~ N
/ ~ o ~ Off. ~ o ~ .~G zz ~
130.28' S • ¢ ~ r~ 0 N + - / +~?--o ~ t~
Ge + oo ~ ~ . ~ a- I- _
3 0 ~ Q N ~ r~ 0 ~~~z Qa Qa.www ~
~ - ° _ =I-o 0 ~~~ZZZ N
- ~ Qm'>> ~cn~- o rn P m~-ozz ~ C
6 gyn. RC a~~ ~ co U cn - - co N / O rr} O ~ Nrn 3
+ oo ° ROP. 12 • ~ . co ~ 2~ ~n o / 9 ~ ~ o~ ~ 0 ~
N ~ IP WATER N -I- N ~
~ cii w 1~ ~ ~ z ~ Q~'~ ~ ~I~~Z~
v U 1g• N _o / 1 N _O
> > Q r1 » m m~ozz Q ~ ~ 111111 l l I1!// m I- p Z Z ~~~~~N GARp~~~i
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30 ~ ti~, ;
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/ / ~ ~ 0 0534
/ ~ ~ rn ~ / ~ o0 o rn~ o ~ ~ ~v F~ ~GQ••Q~~
/ rn 0~ 0 'co~r~ N~ •`r o ~ ~ii~F G~~~~
/ 000 O 0 ~r~~r~ ~C0`rt~ o / I'70~~ ~ O N .N) .d- / ,r~ ~ OIL -}-~r')~- +00M~ ~~Itiili111 N r~ ~
~
Mo0 rn~ ~ c~o~~ ~~~z0 o0r~r~z0 N~~zO
O~ N ~N~ZO NNN~ +~-r~ N - N / O N Qa ~ ~ m~- ml-O Q ml-oZZ W
/ ~ NM r~o0 mI-O» m NNN c0r~r0ZO U OZZ U(~f-ZZ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION F
310 ~ / `"oo ~ co 00.~'~ rn~ Q°-» ~N~Z N NZZZ~I-OZZ BY THE TOWN Of WAKE FOREST. ~
g'~ '~N .-0 +Nr~l-- N+ UCn~--- WW Q Z ~ J ~
/ Q~~ rnrn / +r~ ~~E-I-NN~Z~ ~N~I-I-F-I- PUBtJC WORKS AND UTILITIES DATE ~ ,L'
/ ~I~ N~~iYN -O ~tY~~fY / NNZ = ~ww QQ_ Q~WWWw ENGINEERING DEPARTMENT DATE
/ ~Qm»m~-o» =~-o»» cnQ> x?-ozZU~~..zz ~~~zzzz
w~- wcn~-__ ~~,z
. O f ~ N ¢N ~N d1N ~N ~N N N N FlRE PREVENTION DATE ~;N ~N ~N ~N N
0r. X00 00~ ~O ON ON ,N .N .N .N NN (~j ~ M ~ In ~ r SUBDINSION ADMINISTRATOR DATE
m~j d'Op mod' ~t~. d-~ ~ N~ stn 1'~
NN ,~;N ~N M~ ~M M~ ~M ~M ~r`1
~y0
300 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+00 34+00 Z ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 5 Town of Woke Forest JBc
CITY OF RA z 811710 LEIGH AND NCDOT STANDARDS AND , a~n~os Wake County Erosion Control sec
SPECIFICATIONS. NO, DATE REVISION DESCRIPTION BY

}
l~ p ~ ' t ~ • ~ ~ Y 6 VALVE / ~ ~ ~ + ° PROP,
I © 3 WITH BOX 1 ~ 5 I 8 ~~7 HYDRANT
a n ~ ~ ~ V q • j 12 VALVE 6 ..PLUG ~ r 1 _ ~ a~ ASSEM~L ~ a~
WI OX AND BLOCKI" ~ p -~l ~ 5 ~ ~ ~ ~ ~ .n ~ ~r2 VALVE ~ij
6 X 12 TE ~ ~ f U ~ ~ CO \ - . TR m. m, _~f ~ WITH BOX PROPERTY ~
A ~E r~ t ~ SEMEN T 11 ~ ~ ~ t q ~ 0 X LINE ~
q o ~ ' 1 PR P SED h~ r ~ 8,~VALVE P ~2 / ~ ~ _ PRQP SED HYDRANT I ~ ~a
- w_ _ _-_I _ ~'.~4 ' ? WIT~I BPX« . 5 r , ASSE BLY ~ t ~ ~ 3. ASSE BLY ~ n 6 \ ~o ~ ~ r
1 r7 #3p A 1 5U• '?rte v> ~ ~
z r,, ce - ROp ~ ~ ~ 1 - I~ ~ ~
3 ~ DIPo ~ , o ~ 1 - ° , 1~ _ ~ -,-,_w~ T ~ 3 V
~~~_~,E~ ~ r - 0 v.__~--.- Cg ~ C _ ~ 0 ~ ~ END CONSTRUC110N
i' y- Q X31 ~?V ~ ~ AT RIPARIAN BUFFER ~
12" VA TD ~ ~ ~ ~ 1 ~Y~` H 33 ° : l i~ ~
WITH BOX ° ~ C ° " ~ r ~ ` ~i ~ ~ ~ u:
r c ~ 3~ (t' CB ~ / ....I 3 ~ .J ~ ~aj)~
' c VAIyE ~ ' / o ~4,~
t f e - ~ f 8 TD - TD Tc c T ~5
rA v ~ s ~ r i LV~ o S ~ , ~
R E ~ 1 O D WITH BOX O - ~ p I ~ ~"r i ~
~ `y' K d G \ 4,
f + 7 l \ -
V
HIGH POINT ELEV = 365.56 Mai
HIGH POINT STA = 37+19.59 n ~
PVI STA = 37+72.87 ~ N ~
~ ~ ~ N
PVI ELEV = 370.13 ~ c~ V ~
A.D. _ -11.50 GRAPHIC SCALE 0 ~ o
K = 30.44 ~
0 25 50 ,oo ~ ~ ~
I , i 350.0 VC o
~ z
a~ ~ HORIZONTAL ~ ~ ~ ~ 1 inch = 50 i1w 4) W ~ ~ ~
~ ~ ~ p i
rn r7 EXISTING 5 0 25 5 10 ~ p OwN
370 + `0 GRADE ~ ~ LOW POINT ELEV = 343.55 0 ~ p ~ CT
r7 w PROPOSED LOW POINT STA = 42+33.19 rn U a ~ rn
~ U D _ VERTICAL PVI STA - 41 +83.74
~ > GRADE > m ~ 1 inch = 5 it. r• PVI ELEV = 339.31
m ~ - - - oo c ~ o
c o A.D, = 11.50 d-
i ~ ~ 'r + II ~ K = 28.26
~ rn ~ i ~ ~ ~ I
~ / li ~ I LEGEND w 325.0 VC
i 9 ~ ~ \ ~ c 5 ~ X32 , Uj U - x SILT FENCE
360 ~ 12 ~ .g~ U ~ \ > U > N ~ ~ > w ~ ~ - ° CLEARING LIMITS
2%~ 3• w ~ 3 ~ ~ p2 W N r
i 15; ~ o M TREE PROTECTION FENCE
R ~5 N Cp ~ ~ I ~ d- 8
5~ F~ PROP. 8 ~ ~ ~ ~ ~ \2 \ ? „ ~.i TD TEMPORARY DIVERSION 6,
• \P ~ ~ DIP WA ER 62. o ~ ~ ~ i 2 ~ 2 U ~ ~ ~ U > ~ d-
OP ~ ~ 1 \ > > m w INLET PROTECTION • S w N tb \ Oy m ~ ~
~ PR o rn 48 ~ o .,3g, 6 ~ ~ ~ C \ ~ ~ ,U SEDIMENT BAST w N
9 >m + ~ 0
PROP.. ~~~o ~ 36 ~ 6 8g ~ Q~ ~ o - ~ ~ ~ ~ ~ \ Z ~r . aS
P DIP WATER m~- > Q~`~ ~ 8' 8,n ~ ~oz Nr~~z ~n,p \ Q girt ~ w - w U
~ U - ~ -o ~C 'p~ 7, cn~ v C S, ~ Q ~ >
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mow'"' i <o~ t { ~ ~ 1 ~ ~ ~ 1 ~I I ~ ~ ~ ~ r r ~ ,>l. 1 ~ \ t ~ r t I ~ t ':b s
~ 1 ~ . , ~ ~ ~ ~ ~ o t s I ~ ~ ~ ~ f , c~ s ~
. 1 ~ ~ ~
! i t o ~ ~ ~ " . 6- `'i~. i / ~ l9 't o ~ i , (9 n r f l •V' ~ ~ v l
~ I ~ ~ . ~ i o ~ \ V " t ~ V1 p~ f V " ] ~ 1 N 00 ~ ~ ....:C1 d ~ ~ V? t i + ~ ~ E M, ~ V ~ N Vl
HIGH POINT ELEV = 387.86 _.1 i ~ ~ 1,- k ~ ~ r
HIGH POINT STA = 61+48.42 V ~ ~ 0
PVI STA = 62+25 ~ N ~
PVI = NOTE: ELEV 391.18 ~ OU ~
_ FILL LOTS 70, 71, 72, A. D. = 10.50 ~ ~ ~
73 & 74 AS REQUIRED GR ~ ° APHIC SCALE ~ z
K = 30.94 FOR POSITIVE ~ 0 25 ~ ~ ~ 50 100 ~ W ~ ~ ~
I DRAINAGE OVER CURB. ~ ro ~ o ~
3 I 25.0 VC p O(~N
0 ~ ~ Q ~ N Vl HORIZONTAL ~ w o ~ ~
N ~ 1 inch = 50 ft.
~ ~ U a ~~rn 5 0 25 5 10
+ ~ PVI STA = 65+25
° ~ PVI ELEV = ~ 368.00
\ w A.D. = 6.93 ~ U
~ > K = 36.09 VERTICAL 1 inch = 5 ft.
390 m m ~
\ ~ I _ 0 250.0 VC
15' STORM ~ % - ~ LEGE D
2.08 2 ~ oo ~ q ~ ~ SEWER ~ + - X SILT FENCE
23.04 p ~ r` _ ° CLEARING LIMITS
1. ~ ROP ~ `l 00 a \ ~ ~ dlp
15in.RCP 6 tP TREE PROTECTION FENCE
wA ~ w TE U R ~ ~ ~Q \ >
.0 w \ m ~ TEMPORARY DIVERSION ~
380 85 .2g \ \ PVI STA = 70+50 C
INLET PROTECTION PVI ELEV = .36.3.80 0
1.49 \ \ 6 q _ - 1 L. A.D. 5.73 ~ SEDIMENT BASIN
o \ \ ~9 81n,p o o VC \
\ \ K = 30.52 V
~ rn \ o 0 o \ 1 I Jr I C
o S h 175.0 VC L J
oo~ ornm ~1' \ \ ~ co ~~pt~~ ~N~ ~ M 0 o ° PVI STA = ~Z
m o u7 ° 72+00 (n m ~ N PVI ELEV = 354.00 ~
Q~ =I-p> Qooo~ 6 \ 1 ~ w co ~ ~
370 - ~ N 9 ~ > > co A. D. 3.45 ~ AA,, . ON W C ~ ~
Qm ~ w w ~ ~ ~ K 28.97
U cn ? ao ~ ~ ' 2~g ° . 0 w + ~
ao~~ ~•A N ~ V ~ ~ I U U > oco ~ I
~ c~~zo C Cp m ~ r` ~ z 100.0 VC
Q~ ~ ~ 1 o > > 4 ~ \ -0.8 N N f ~ \ 9 0% - - -gym Q a. > > In ~ ~
~ cn zZ 1 1.01q + ~ ~ - - 8g ~ 18in. RCP 158.9 ,1'. ~ I- Z z ~ N
~ S6 6 0. 0~ ~ 1~ 0 0. 1% + ~ ~ N ~ o ~ ~ W 24in.RCP ~ ° ~ NN .
3 _ ~ I~ ~ ~ O ~~N ~
~ - m f- p > 00 ~f- N - 59 ~~NN~
U cn ? ~ d- 8~ ~ ~ .259' U w ° N d- + ~ r~ ~ L
360 ~o~ ~•p~ ~ ~ ~ ~ ~ n. RCP m N ~n ~ ~n ~ ~ r\ r~ z Z o .~.r
+ ~ ~ ~ 197.12' ~ _ ~ z ~ ~ LL
aN~~ ~z~ 1.00 Nco~ r~ _O N ~n = » > ~ Q N a~ ~ » ~ ~ ~cn~zzz ~ ~
~ 0 8m.PVC ~cn~-Z? ~ VC ~ \ 9 ~
Qm = d>> m~-o> ozz Oo 153. ~ g vi w 31 ~ 1,Qa o \ ~ U U
~ O ~ c}. c0 8in.PVC > >
N`~00~ ~ N 92. ' ~ 79 \ g \ 0 0
~ ~ tCl ~ O c~ CB 63A ~ C
° ST ~ +co~ ~ N A 64+52.18 co zp Qr`~ ~ 23
~ ~ TOP 37 M ~ c~ ~ ~ 4.25 Q m o ~ ° N ~ p 0
350 ~o~ INV OU =t- » ~ ~ N T 370.50 o z z Q m 00 2g .0 E- ao Ln ~ rn o 3 9 ~
UUIF-Z N`t N d; ~ CO CO r~ ~ • to h• ,
No°~ CB 64A ~ ~ N `0 CB 67A ~ ~ 52.
N cp r~ ~ CO c~ ~ u~ STA 66+03.52 0 ~ ~ coca ~ Q~ `~~i~tuiriii ~ ~ m ~ > + rn ~ STA 70+87.47 11 ca ~rnz °z m° 5. ~ ~zH..,Ro ~i
mQ°~> ~ ~N TOP 367.91 r~ _o c.~cnl--_ N ~ TOP 361.18 o•• •.~i''.
~~z Np ~ O QO.. o~~- N~ •r. INV OUT 364.16 ~N =~-o Qa. r~c0"~?o INV 0 1 : ~ •ti » UT 357.43 •q, ozZ Qm .g ,
~NO~ d-ONcfl ~(~I- ~ ~ ~ Z Z 030534
CB 64 CB 66 CB 67 8•
~ ~ ~ STA 66+03.52 ~ ~ ~ gyn. p . ~ • F°11~2~0 . STA 69+14.61 STA 70+87.47 •~GINE . • Q ~`1
TOP 367.91 ~ - o TOP 365.12 TOP 361.18 ~ G ~
ml`-m» INV IN 363.91 dm ° ozz m~o» iNV IN 361.12 INU IN 357.18 ~~~ill?III~~~ CB 28A
INV OUT 363.91 °c~~-zz ~ d' N ~ 00 cD r~ ~ INV OUT 361.12 INV OUT 357.18 STA 72+99.08
Nub `~?r~ .d- X00 '1?d- cow ~o cD~ ~N ~ o O O 01 CO ~ ~ ~ ~ .c0 .Ml Np o~ OON ~o ~ o ~ o ° ~ ~ TOP 348.98
•0~ `D ° N N~ r`~ o INV IN 344.
M X00 X00 X00 X00 X00 X00 ~`t c~~ ~ ~tp f~~ cC ~ r~ M ~ ~r~ i~~ M~ ~cfl t0~ tD~ c0~ cC (p (p N O ~ N (v THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
~ r~ r~ r~ M M~ r~~ r~M 1 ~ ~ ~ ~ ~ ~ cD ~ Cp ~ tp ~ ~ (0 ~ in N lt7 ~ BY THE TOWN OF WAKE FOREST. M r~ r~ ~ M~ t~ ~ ~N
60+00 61+00 62+0 PUBUC WORKS AND UDUTIES pA~ Q W ~
0 63+00 64+00 65+ 00 66+00 67+00 68+ ao +ao 69+00 70+00 ¢ o
71 +00 72+00 73+00 ENGINEERING DEPARTMENT pp~
~ ~ CB 69A
~ ~ STA 72+ 6 9, g ~'RE PREVENTION pq~
rn~~~ T ~ ~ ~ OP 352.09 SUBDIVISION ADMINIS
. ~ , , _ _ . TRATOR naTF
+ LLnO r-) I N V UU 1 -54b.,5
001- ro z 0 z
69 Z LO
mf-°» STA 72+69.90 0
A °cn~-zz T~ LL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOP 352.09 Z 9/1/05 Town of Woke Forest sac Z CITY OF RALEIGH AND NCDOT STANDARDS AND INV IN 348.09 1 a/"/05 Wake County Erosion Control JBc
NO. DATE REWSIDN DES O SPECIFICATIONS. INV cRIPnDN er
OUT 348.0

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c NC 98 TOBE0 f~~ I c - - - - l+ ~ . ~~~F~ I I (VIA ( I _
CO c i ~ c c ° ' WITH 2 ~ 59,58 py ~ ~W C. ~ ~ ~ ' PROPOSED C
O ~ Q. tD O o . , ~ I 25 X 50
~ ~ G ~j GRAVEL i
Co ` ~ c ~ CON STRUCTI EN1RA I
~:~I: ,t~~ :e ~ ~ ~ P 6 I 2 S 4yy ~ .
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1 < ~ ~ t ' ~ t J r ~ w _ . ~ r r - - . . ~ w, ~ ~ ~ r , ~ , ~ ~ N ~ , ~
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B9~ld DISTURBED DRAIN BASIN SIZE BASIN 410, Cfs w co ~ ~ ~
A6EA~-L~ ASE6~A~ Q,9X1~99~~E Q1ME~l,S14~ QAx4~~xZ.2 ~ O ~ N .o w
,a ~a ---v,~ } 1 0.9 2.01 3618 20'X45'X4' 7.2 3 0 ~ ~ ~ ~
10.0' I ~ ~ ~ ' GRAPHIC SCALE o ~ ~ ~
N EXIST. EDGE o 2 0.7 3,21 5778 24'X48'X5' 11.6 11,p' W of PAVEMENT ~ a ~ 0 25 50 109
x MATCH EXISTING ~
EXISIING SLOPE VARIES EXISi1NG SLOPE VARIES CROSS SLOpE PER, ~ LEGEND ~
- X SILT FENCE " z s sse r 1 HORIZONTAL
3 119,08 1 inch = 50 ft.
~ CLEARING LIMITS 10" Aec NN STONE BASE ~ - - i 5 0 25 5 10
COMPACTED SUBGRADE T1E INTO EX.
~ TREE PROTECTION FENCE GRADE AT R/W
TEMPORARY DIVERSION VERTICAL
IF WIDENING IS LESS THAN 6' WIDE PAVEMENT 1 inch = 5 ft.
INLET PROTECTION sHAU. eE FuLL DEPTH ASPHALT

~ SEDIMENT BASIN
i C
I I 0
i I I ~ I ~ I 3 ~ ! J I
I ~ I I f i I f , 1
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i 33 I , i ~ 1 . ~ ~ ~ ~ I ~ I y
l_ ~ , 360; i _ , ~ i I I ~ ~ _ _______W.~__ _ _ _ ~ ~ _ _ ~ I 1 ~ ~ ~ q.r
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i ~ I s I 1 ~ i I ~ i I ~ I I E
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~ I ~ I I ~ i _ _ _ I ; _ _ I ; ~ I l I _ _ _ ' ~ W ~ ~ ' __~.____.._I__.___,_~__ . ~ I J 4
I I _ _ _L.._._ . _ _.n__ ~ _,_____I
i I ~ i ~ ~ I E j ~ I I I W ~ ~ ( I ~ ~ ! ~ E ~
I I I / a 1 I I I I ~ _
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' I 350 - _ _ _ ! _ i 1 ' ~ !
I I ' i I I . . ~ 33 L _ ~_W__,_,. I_______..___.._.___._t.._.._,.__._ i ~ O
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I i ~ I I t ~ MIN I I I I I ~ I ~ ~P I ~ i 0
I ~ i I i ~ ! 1 ~OV R , f /E f ~ 12 [ C
~ I ~ I i 340 _ _ _ _ _ _L_ _ _ _ ' - _ ! ~ I ~ ' I a ~ oP ~ ~ I 3
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! .,I__ i 1 ~ 1 ' i a ~ ~ I ~ ~ 1 ~ ~~11I I II 1111~~
( ~ I I ~ ! ' i I I ALL CONSTRUCTION TO BE IN
t ~ I ~ j ~ i i I ~ ` ACCORDANCE WITH ALL a ~ CITY OF RALEIGH AND NCDOT STANDARDS
/i I ~ 3 ~ 6 i ' I ~ i I i , ~ i ~ t I ~ ~SPECiF AND
~ _ _ _ £ j I ~ (CATIONS. I I _ ~ ~ I f 1 ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~ BY THE TOWN OF WA
I 1 I I 1 I i 11 i ! ( _ _ 3 ~ KE FOREST. ~ Q _ s N
i , I i s ~ ~
I i I # ~ I I ~ ( I ! ' i i PUBUC WORKS AND U l~ ~ T1LITIES DATE I ~ I ; ~ ~ ~ ~ ~
I ~ r i ~ { i I ~ ! i ~ ~ I ~ ~
' _ S a ; ~ ~ i t _ _ _ ~ ~ I _ ~ I I I I ~ _ _ _ I ENGINEERING DEPARTMENT pA~ { f ~ ! _ ~ ~ F 1 _ ~ FlRE PREVENTION
~i ~i ~ F___..__.___. 1__.._.._.._ ~ DATE ` I
d'! ~3 I ,-1 I I
~ ~ ~ ~ i ? SIIRN~nClnu enwwcroAmo
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82+00 83+00 84+00 85+00 11 86+00 87+00 88+00 89 00
89TOO 90 00 91x-00 92 s ;112105 rawo of w 00 93 00 ake Forest JBC
I 2 8117105 Wake County Erosion Control JBC 9z
j 1 6122105 NCD07 REWSION JAC NO. DATE REWSION DESCRIPTION BY

cv
A
i~ ~
r ~
V
STORM DRAINAGE TA TABLES °
0
u
0.14 5.0 72 0.90 0.9 0.9 0.0101 7.2 15 5.3 22.78 361.44 361.21 364.94 h~i
CB#60A CB#60 0.14
RATIONAL METHODIPIPE SIZING TABLE CB#60 CB#32A 0.42 0.42 5.0 72 0.45 1.4 2.3 0.0099 10.1 15 5.2 24.14 361.21 360.97 364.94 ~
is I Q Q CB#32A CB#32 0.12 0.12 5.0 7.2 0.50 0.4 27 0.0100 10.8 15 5.3 35.00 360.97 360.62 365.33
INLET TIME OF INTENSTY Cc TOTAL SLOPE Dtheo SIZE Vfull LENGTH UPPER LOWER UPPER CB#32 CB#33 0.03 0.03 5.0 72 0.90 02 2.9 0.0302 9.0 15 9.1 132.93 360.62 356.60 365.33 ro
FROM TO AREA CONC. INLET FLOW FLOW INVERT INVERT RIM CB # 33A CB # 33 0.13 0.13 5.0 72 0.50 0.5 0.5 0.0100 5.6 15 5.3 35.00 356.95 356.60 360.60 •0 v~ a
AREA CB # 33 CB# 34 0.08 0.08 5.0 72 0.90 0.5 3.9 0.0677 8.6 15 13.7 182.62 356.60 344.24 360.60 ~
0.38 5.0 72 0.40 1.1 1.1 0.0100 77 15 5.3 35.00 344.59 34424 346.24 ~ ~ ~
ac min inlhr cfs cfs ftlft in in klsec ft ft ft ft CB # 34A CB# 34 0.38 CB # 34 FES # 35 0.11 0.11 5.0 72 0.90 07 57 0.0272 11.8 15 87 31.21 344.24 343.39 348.24 ~ ~ ~ o
~5', 6" Class B Stone, 22"Thick ~ q ~ z ~
New curb inlets Dissi ator L = 7.5', W = 3.75', 6" Class B S CB#47A CB#47 0.14
~ W ~ ~ o~'o
0.14 5.0 7.2 0.50 0.5 0.5 0.0100 5.8 15 5.3 35.00 393.05 392.70 396.70 3 0 o w ~v
FES # 1 CB#2 5.00 5.0 72 0.35 12.6 12.6 0.0720 13.3 18 15.9 120.00 352.00 343.36 CB # 47 CB # 46 0.01 0.01 5.0 7.2 0.90 0.1 0.6 0.0610 4.3 15 13.0 131.89 392.70 384.66 396.70 O~ w o ~
0.16 .0 7. 0.50 0. 0.6 0.0100 6.1 15 5.3 35.00 3 5.01 384.66 388.66
CB # 5A CB#5 0.42 5.0 7.2 0.45 1.4 1.4 0.0050 9.5 15 3.7 62.00 355.48 355.17 359.17 B 46 0.16 0.04 7.2 0.90 0. 1.4 0.0861 .6 15 15.4 75.51 8 .66 78.16 388.66 V a ~ ~
CB#5 CB # 4 0.15 5A 7.2 0.90 1 A 2.3 0.0679 7.1 15 13.7 137.51 355.17 345.83 359.17 46 5 0.04 0.23 5. 7.2 0.5 07 07 0.0100 6.7 15 5.3 23.04 2.79 382.5 386.29
CB # 4A CB # 4 0.52 5.0 72 0.45 1.7 17 0.0200 7.9 15 7.4 62.00 347.07 345.83 350.83 61A B 1 0.23 B B 45 .03 03 5.0 72 .90 0.2 0.9 0.1373 4.5 19.5 32.04 382.56 378.16 29
CB # 4 JB # 2 0.14 5.0 7.2 0.90 0.9 4.9 0.0686 9.4 15 13.8 36.00 345.83 343.36 350.83 CB # 45 CB # 44 0.03 0.03 5.0 72 0.90 0.2 2.5 0.0880 7.0 15 15.6 53.39 378.16 373.46 382.16
JB # 2 FES 7F 3 0.00 5.0 7.2 0.90 0.0 17.5 0.0120 15.0 18 15.9 5.00 343.36 343.00 346.50 A B 44 0.23 0.23 5. 72 0.45 .7 07 0.0100 5 5.3 35.00 373.81 373.46 77.4
Dissi ator L =12', W = 6',13" Class B Stone, 22" Thick 44 B 43 0.03 0.03 5. 72 0.90 0.2 3.5 0.0590 8. 15 12.8 136.30 373.6 365.42 377.4
CB#43A CB#43 0.07 0.07 5.0 72 0.90 0.5 0.5 0.0100 5.5 15 5.3 35.00 365.77 365.42 369.42
CB # 13A CB # 13 0.60 5.0 7.2 0.40 1.7 1.7 0.0050 10.4 15 3.7 50.00 364.57 364.32 368.32 CB # 43 CB # 42 0.15 0.15 5.0 7.2 0.60 0.6 4.6 0.0182 11.8 15 7.1 117.43 365.42 363.28 369.42
CB # 13 CB # 14 0.12 5.0 7.2 0.90 0.8 2.5 0.0167 9.5 15 6.8 175.34 364.32 361.40 368.32 B 4 0.04 0.04 7.2 0. 0.3 0.0100 4.5 15 5. 25.00 363.53 328 367.28
CB # 14A CB # 14 1.30 5.0 72 0.35 3.3 3.3 0.0050 132 15 37 50.00 361.65 361.40 365.40 CB # 42 CB # 41 0.10 0.10 5.0 72 0.90 0.6 5.5 0.0716 9.7 15 14.1 139.06 363.28 353.32 367.28
CB#14 CB#15 O.t6 5.0 72 0.90 1.0 6.8 0.0600 10.9 15 12.9 188.18 361.40 350.11 365.40 B 4~A B ~ 5. 72 0.5 1.5 8.8 15 5.3 25.00 353.57 353.32 357.
0.04 5.0 72 0.90 0.3 7.3 0.0051 17.8 18 4.2 51.30 353.32 353.06 357.32
CB # 15A CB #15 1.12 5A 72 0.40 32 3.2 0.0050 132 15 3.7 50.00 350.36 350.11 354.11 CB # 41 fES # 40 0.04 3" Class A Stone, 9"Thick
CB # 15 CB# 16 0.17 5.0 7.2 0.90 1.1 11.1 0.0611 13.1 15 13.0 190.24 350.11 338.49 354.11 Dissi ator L = 6', W = 4.5', 3" Class A Ston
CB # 16A CB # 16 1.75 5.0 72 0.35 4.4 4.4 0.0050 14.8 15 37 50.00 338.74 338.49 342.49
CB # 76 CB # 17 0.17 5.0 7.2 0.90 1.1 16.7 0.0298 17.4 18 10.2 129.50 338.49 334.63 342.49 C
CB !i 17A C8 # 17 1.09 5.0 72 0.35 27 2.7 0.0050 12.4 15 3.7 50.00 334.88 334.63 338.63 CB # 48A CB # 48 0.40 0.40 5.0 7.2 0.90 2.6 2.6 0.0083 11.0 15 4.8 30.00 393.55 393.30 397.30
CB # 17 CB # 18 0.07 5.0 72 0.90 0.5 19.9 0.0134 21.6 24 8.3 171.99 334.63 332.33 338.63 CB # 48 CB # 49 0.02 0.02 5A 7.2 0.90 0.1 2.7 0.0459 8.1 15 11.3 67.47 393.30 39020 397.30 ~
CB # 18A CB # 18 0.70 5.0 72 0.40 2A 2.0 0.0050 11.0 15 3.7 50.00 332.58 332.33 336.33 49 5.0 7.2 O.i 0.0100 .5 15 5. 25.0 90.45 394.0 VJ
5.0 7.2 0.1 3.0 0.0787 7.6 15 1 .7 111.83 390.20 3 .4 9 . 0 U U
CB # 18 FES # 19 0.15 5.0 7.2 0.90 1.0 22.8 0.0154 222 24 8.9 53.83 332.33 331.50 336.33 B 50 50A B 0.06 0.06 5. 7.2 0.4 0.4 0.0100 5. 15 5.3 25.00 381.65 .4 85.40 ~ ~ J L 72 0.6 3.9 8. 9 40 .3 35.0 ~ OJ O
Dissi ator L =12', W = 6', 6" Class B Stone, 22"Thick 5
CB#51A CB#51 0.07 0.07 5.0 7.2 0.90 0.5 0.5 0.0100 5.5 15 5.3 25.00 371.38 371.13 375.12
1 B 5 0.66 0.66 5.0 7.2 0.40 6.3 0.0457 .2 1 .21 371.13 364.58 375.12 ~L Z
CB # 20A CB # 20 1.70 5.0 72 0.40 4.9 4.9 0.0050 15.4 18 4.2 50.00 331.83 331.58 335.33 52A 6 6 5.0 7.2 0.4 .5 8. 0.010 16.8 18 .0 64.5 3 4.35 36 .5 ~ ~
CB # 20 FES # 21 0.24 5.0 72 0.90 1.6 6.5 0.0379 11.7 18 1 t.6 30.07 331.58 330.44 335.33 CB # 52A FES # 53 0.07 0.07 5.0 1.2 0.90 0.5 92 0.0129 16.3 18 67 19.34 364.35 364.10 368.58 ~ ~ ~
Dissi alor L = 9', W = 4.5', 6" Class B Sione, 22" Thick Dissi ator L = 9', W = 4.5', 6" Class B Ston 6" Class B Stone, 22"Thick
~Uv
CB # 24A CB # 24 0.20 5.0 7.2 0.60 0.9 0.9 0.0049 8.1 18 4.2 32.63 337.48 337.32 341.63 CB # 54 CB # 54A 0.40 0.40 5.0 72 0.40 12 1.2 0.0100 7.9 15 5.3 25.00 363.71 363.46 367.46 C ~ ~ r ~
0.06 5.0 7.2 0.90 0.4 1.5 0.0076 9.2 15 4.6 155.42 363.46 36228 367.46 ~ !A ~
CB# 24 CB # 23 420 5.0 Z2 0.65 19.7 20.5 0.0289 18.9 24 12.2 97.53 337.32 334.50 341.63 CB # 54A CB # 55A 0.06 01 5.0 7.2 2.9 2. 1 . 15 5.3 5.00 362.53 36228 366.28 • W ~ ~
CB # 23 CB #22 0.31 5.0 72 0.90 2.0 22.5 0.0522 17.6 24 16.4 93.60 334.50 329.61 338.50 B 55 .01 0.08 5. 7. 0 0.5 5. .005 15.4 18 .3 11 .8 362.28 361.67 36628 L y~ Q
CB # 22 CB# 22A 0.11 5.0 72 0.90 07 23.2 0.0100 242 36 9.4 30.00 328.61 328.31 332.81 8 55 A 0.08 B 5 1.80 1.80 5. 7. 0.30 3.9 .9 0.0100 12.4 15 53 5.00 61.2 361.67 365.67 Q' ` ~ ~
\.J O L
020 5.0 72 0.6 0.6 .0 00 6.1 1 5. 25.00 366.04 65.79 369.79 ~ O
CB # 31A CB M 31 0.56 5.0 7.2 0.40 1.6 1.6 0.0100 8.9 15 5.3 35.00 361.12 360.77 364.77 8 59 5 020 0.03 5.0 72 0.90 02 0.8 0.0170 6.1 15 6.9 176.33 365.79 362.79 369.79 rt.. ~ ~
CB# 31 CB # 30 0.04 5.0 7.2 0.90 0.3 1.9 0.0372 7.4 15 10.1 125.09 360.77 356.12 367.77 CB # 59A CB # 58A 0.03 8 B 58A 0.35 0.35 5.0 72 0.40 1.0 1.0 0.0100 7.5 5 5.3 25.00 363.04 362.79 366.79 •fA ~ ~
9 72 0.90 0.6 2.4 0.0074 10. 15 4.5 15 .13 3 2.79 361.67 366.79 ~ 7 ~Y
CB # 30A CB # 30 0.69 5.0 72 0.40 2.0 2.0 0.0100 9.6 15 5.3 35.00 356.47 356.12 360.12 g 5 B 56A 9 0.13 5.0 72 0.90 0.8 12.1 0.0177 17.0 18 7.9 40.72 361.67 360.95 365.67 O Q ~
CB# 30 CB # 29 0.07 5.0 7.2 0.90 0.5 4.3 0.0421 9.8 15 10.8 170.44 356.12 348.94 360.12 CB # 56A FES # 57 0.13
CB # 29A CB #29 1.14 5.0 72 0.30 2.5 2.5 0.0100 10.4 15 5.3 35.00 349.29 348.94 352.94 Dissi ator L = 9', W = 4.5', 6" Class B Ston 6" Class B Stone, 22" Thick -1-±
CB # 29 CB# 28 0.10 5.0 7.2 0.90 0.6 7.4 0.0422 12.1 t 8 122 106.26 348.94 344.46 352.94 ~ O
CB # 28A CB # 28 024 5.0 7.2 0.50 0.9 22.2 0.0151 22.0 24 8.8 35.00 344.99 344.46 348.64 C
CB # 28 CB# 27 0.06 5.0 72 0.90 0.4 30.0 0.0383 20.7 24 14.1 107.09 344.46 340.36 348.64 CB # 62A CB # 62 0.56 0.56 5.0 72 0.40 1.6 1.6 0.0100 8.9 15 5.3 25.00 381.45 38120 385.20 0
CB # 27 CB # 27A 0.07 5.0 7.2 0.90 0.5 30.5 0.0299 21.8 24 12.4 32.49 34036 339.39 344.36 CB # 62 CB # 63 0.03 0.03 5.0 72 0.90 02 1.8 0.0629 6.6 15 13.2 174.07 38120 37025 38520 ~
CB # 27A CB# 26 0.15 5.0 7.2 0.50 0.5 31.0 0.0324 21.6 24 13.0 73.70 339.39 337.00 344.36 B 63 0.76 0.76 5.0 7.2 0.40 2.2 0.0100 10A 5 5. 25.00 370.50 370.25 374.25
0.05 5. 7.2 0.9 0. 0.04 9.8 5 14.63 370.25 363.91 374.5
CB # 26 CB # 25 0.41 5.0 7.2 0.45 1.3 32.3 0.0361 21.6 24 13.7 110.90 337.00 333.00 341.00 3 0.05 1.70 5.0 7.2 0.40 4.9 4.9 0.0100 13.5 1 25.00 364.16 363.91 367.91 \~~~iiii~~~~
CB # 25 CB# 22A 0.01 5.0 7.2 0.90 0.0 32.4 0.0615 19.5 24 17.8 76.22 333.00 328.31 337.00 64 ~ 74 0.04 5.0 7.2 0. 0 0. 9.5 0.0101 17.3 149.39 363.91 362.40 367.91 \\JQZH ~ARp~ i~~
CB # 22A FES # 21A 0.10 5.0 7.2 0.90 0.6 56.3 0.0075 35.6 36 8.2 13028 328.31 327.33 332.81 B 4 B 6 0.04 CB#65A CB#65 2.27 2.27 5.0 72 0.30 4.9 4.9 0.0100 13.5 15 5.3 25.00 362.65 362.40 366.40 `=o. §s'•.29%
Dissi alor L =18', W = 9', 6" Class B Stone, 22"Thick B B 66 0.03 0.03 5. 7.2 0.9 14.6 0.00 212 .5 158.96 362. 361.12 36.40 _ ,qA~v~;
6A 0. 3 0. 3 5. 7.2 0.4 2.7 7 5 5.3 25.0 36 .37 365.2 os 53a ~ _
66 B 7 0.05 0.05 5.0 7. 0.9 0.3 17.6 0.0224 18.7 24 10.8 75.5 361.12 357.18 365.12 ~ ~ b5 ' ,c ~2{ e:
67A B 67 .41 41 5.0 7.2 0.4 12 0.0100 7.9 15 5. 5.00 35 .43 357.18 3 1. 8 % F,~ INE~'~5e~~`
B 7 CB 68 0.5 0. 5 5.0 7.2 0.90 0. 19.1 0.0576 16.2 4 17.3 94.92 357. 351.71 361.18 ~'~i~F6Rlyl g11 t?~
CB # 68 CB # 69 0.03 0.03 5.0 7.2 0.90 02 19.3 0.0392 17.5 24 142 92.40 351.71 348.09 355.71
THESE PLANS N~K BEEN MPROVED FOR CONSiRUCiION ~ yj O BY 1HE TONN OF WAKE FOREST. ~ ~ Q R
D
PUBIJC WJRHS AND UTLIPES DAZE ~ ~ m ~ ~
Fi
ENCANEERINC OEPARINENT DATE ~
FlRE GREYENTON OAIE
SUBDIN90N ADMIN151RAtGR DATE
in
v
Z
~0 T~ Z
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AND NCDOT STANDARDS AND 1 9112105 Town of Woke Forest J8C
SPECIFICATIONS. NO. DATE REWSION DESCRIPT70N BY

V
H
,j
~ ~
V
0
660 DEPARTURE TAPER _ 2otoo
~ ------Pr--- 200' s TORAGE
o c~ ~ --------o--
° -T`- ~ - ~•I N O j ~
- - --m-- o~ - - 7 _ _ _ ~ L ~ _ _ -I----- _ - - .~~----r--- V
- - - - ~ , ~ N - t- - - - , - -
......_.~~..r...~~~... _.s_~._..__. _...m.~~_.~.. _ - - A~EMENT ~~T -D xvwamw®. - - tinusamsec..~v~nrcaa~eWxen ~,rra~ -.wus,
,m.
~~.v, - - - - - - - _ . ~ _ _ w Furl
• 200' BAY TAPE N - - - _ - - ^ 1`
~ N a.:~~~~ ~
~ 250' DECELERATION BAY- ~ ~ N
100 STORAG 7 ~ ~ E , ~ - - 50 STORAGE ~ ~
- - T~ ~
003 oo~
~ \ 2 ti~~~ A 3' 3 , ~ 0 ~ ~ ~ ~ ~ ,
a~~ 10X70 v 0
APPROACH TAPE° f ~n n ~Z ~ ~ ~ (P ~ TRIANGLE ~ a ~ ~
0(SrN I Q ~ ~ N ~
~ w p cd Q~
o Cr Ua
GRAPHIC SCALE
~ 0 15 30 80 120
NOTE:
1. ALL WORK SHALL BE IN COMPLIANCE WITH
NCDOT OR TOWN OF WAKE FOREST STANDARDS 1 inch = 30 ft.
AND SPECIFICATIONS AS APPLICABLE.
2. CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL COMPLY WITH ALL
REQUIREMENTS OF NCDOT DRIVEWAY PERMIT
AND/OR ENCROACHMENT AGREEMENT AND IS
RESPONSIBLE FOR ALL TRAFFIC CONTROL AND C
PROJECT SAFETY. 0 L
4. CONTRACTOR SHALL REMOVE EXISTING Qf
THERMO-PLASTIC AND PROVIDE NEW STRIPING U
AS SHOWN OR AS DIRECTED BY NCDOT.
Js C
JL 0 0
,w Vn z V, ~l~
An~, `
W
[wt \J 'F1 W ~ ~ ~
0
U
660' APPROACH TAPER R
III 250' DECELERATION BAY CN ~ ,L
iRAGE - ~U~
200' BAY TAPER
- 440' BAY TAPER ~
~
~ II - --------o --------o-- ~ o 0 ~ _ ° ~r. ~ o- - - - - -o--- - ~ ~ - - _ L
~ _ _ _ _ _ ° ° _ C 0
III o irr - - - - - - - - - - - - _ _ ~ lL
_w.._.~.~ ~ - - ~ n, /~1 L~ W W
_ s..~ µ P V NT _ _ - - - - - _ _ - _ - - - EDGE OF PAVEMENT
- - - - 0
C
- _ _
- ioo' rnPER _ _ _ _ o - - - - - - - - a r z 440' 8AY TAPER 0 _ ~
~ ~Z
ao~"= o~n~z OL~~Z
~ N ~ W
a(V ~p d N~-~ w ~ ~ ~ ~ Cq J~~ii
~ 660' DEPARTURE TAPER ~0 .y
.Q AL 9'
03 53 % ~ s
~.Fq~f21n Q.~'
F',NGIN~~' SQL` '~'~'~R ~ A ~ o +
Y ~ ~ ~ ~~~11111111~~~~
ALL CONSTRUCTION TO BE IN AC
CITY CORDANCE WITH ALL OF RALEIGH AND NCDOT STANDAR
SPECIFICAT DS AND IONS.
w~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST. ~ Q
~ ON
PUBUC WORKS AND UTI Ul1ES DAZE ~
~ 0
ENGINEERING DEPARTMENT DATE
FlRE PREVENTION DATE
GRAPHIC SCALE SUBDIVISION ADMINISTRATOR DATE
30 0 15 30 60 120 V
Z
0 Z
( IN FEET )
1 inch = 30 ft 2 9112105 Town of Woke Forest JBC Q 1 6122105 NCDOT RENSION JAC
NO, DATE REVISION DESCRIPTION BY

NOTES:
k SPITE DF PRECAUTIONS, SOME DAMAfE ro TREES YAY oCCUA. k SUCH CASES REPARt AHY DAMApE TO CRO'Mi, TRUCK CR ROOT SISTER MiffD1A Y
- Raots ~ dlttrro aFC nE DAMAGED AREA$ MD P~ ~y ~ TREE PAkT. STANDARD METAL POSTS 2'-0` SPREAD PEAr MSS DR Masi tOPSOB. OVER EXPOSf.D RDDTx IN GROUND
- RFPAA DAYAOE ro BAPx BY 1R9BIk0 AROUND lPE DAMAOEp AREA AS SHOMN k DETAL 292 TAPER TrE CUT TO PR01DE DRAkAOE AND PAki W1H TREE PA9LT. - CUT OFF ALL DNAAOFD TREE L9B)S AB01E THE TREE COLLAR AT TEE 1RIR9( OR MAk BRANCH,
AREAS OFaF 1~ ~ ~ As SEWMN k OETNL 292 TO AWq Ptf1k0 BAPof FaOY HEALTHY GALVINIZED Trne e PIPE OUTLET TO WELL- DEFINED CHANNEL `0~ TavoveEflll _
HARDWARD WiRE TYPE A EXTENDS TO PIPE OUTLET TO FLAT AREA rxvgEFravmlw. FLAT AREA W1TH NO DEFINED CHANNEL oo ~ TwaEVAtbNOTSTa2ururFx-_ - rarTw~HV -1
~q; TOP OF BOX W1TH NO C ~C ,,~~pp~~ o L ~O`~~`Q~ rvvcgaEqurrns~pr~ sawn
'"O °490 i~ rNAODSr _
D[ANFIER A .....E C 7RE~ I' _ Y[?Tll _1_ g 0 ~ y TAgP R d O O .Y
~ .~"spy"y ~ ~ d lb 3'.U' J' 0 2'- 8" 3.- 9' ~ tl E "O"go 0 6 35EIXMENT9fQfAGE2DNa ~ I CHANNEL BOITOIA E48FD1C lA
6 3=~'0' 3-8~ o Z4' 5'-0' ~ d 5,x:6, ,~.0,. '17v~a V o o D 4'PVC RFD&f1lq I 00 a0° o iBYA)CSFL11El(fOFPIH ' T'
:30'. 6_.6, r 5 4,_ S, 4'' b'. ~ b ' PUN NEW m ~ a NOTt ; o,~gp~.~ o ~ TAgvE%TEUOS Ta TDEDVa+cxslOF~
Q 0 /-GRADE 3'- 6' HIN. / ABOVE TDP cF II ~ `T`a ~ Lo (1) d - 1.5 TIMES THE MAXIMU 8~~ ~ ~ ~ M STONE ~°~o Lo DIAMETER BUT NOT LESS THAN 6 RLAN HEw ~ 4' ~ sEEHgrE~_-/
n a 0 F-- PIPE I fl ' ~I _II ~I J _ _ L + ~ 1~ ~ p IN C} iIS. ppW xusnEa sraF rdh'q Lo 2 7D TOP CFSDiS
. ~ 1 ' p I ~Q I / o~ s (2) d I 1' ABOVE MAKIMUM TAILWATER 2 SECTIONTHURBA$INApIp O OR tOP OF CHANNEL BANK (WHICH- ~ Tw
r ( `1 ~ ° FOR SIZE OF d ~ ~ ~ FOOTING -SEE NOTE EVER IS LESS). ~I1 uv,Eia~tlarH sFgW
~aJ ~ CSll.b90XU@ocoCb p o.~ >r ~ 4YA r , secnaN A-a 3 La -LENGI}i F ~ rovovaw O 0 RIPRAP APRON, Ei? rngrvxDrsrlDn ~ortcHUneugrrdar ~ secnaN A-A p ~1u",~
NpTF
~ INCORRECT IF BTONE Qla.> B', RROl1DE ~Q,ExD CORRECT / 57 WASHED STONE PLacED TO A 4' (uIN.) , wASxED sr ~ NN°E 1.DR,IWDOVM fltSdi SIWI.aEC971/aP~CWiH CAEAµgIT ~~(lp CARAHDy7pT9, 51075 SJ(HI BE PEAGFD IA'Wg7E,rCN ~ 4~ 8', PROl10E G£OlE%71LE UNOERIJNER OR aEVrEyA~cuiAxouNDrroErwncis+wcvrs24 ~
~ HEIGHT OF 12'-18' MI ~ GIVE 9eDaNC uATEf N. ABOVE TOP OF BOX VASHEO STONE BEODINC MATERIAL SECTION B-B Laq. 2 1HETAPJ+ISFD TO PgOTEOT 7NE WFlR 51WJ.6E THE w111H NOTES: FOOTING SIZE s~eo.THe~anlofn~7,~y~~~~ rc
PLAN UWI~$TANT~ 2500 PSI CONCP.E(E y-0. ~ ~ STREN0IEL PIPE $tZE TNFlITAgpg ~~Y•~RU=TDIETARP$AgETOgEOg u~q~, 1NO1H OEPiH 9tU18EtAPPFDATIFA5T17. THE UD5R "kB
SECTIDN CLASS BREQUIRED POLY BARRICADE FABRIC IF STONE DIA.> 8', PRONDE GEOIE%HLE UNOERLINER OR 17TAAP5~0PERLW711ENNf~iq~A1{TARP,II+ETAHp ~ ~ slwieEwwLHE~wamsuva+rnnenwxswquv `"""'°0u I s w 15' - 24' 8' 12' 4' (WIN.) i57 WASHED S10NE BEDDING "ATER7AL gE513ANaE I
:4' - 78' 12' 24'
4 I-----I ~ STANDARD GUST---_OM 6AS~N _ nwaau~.oy~ usm~.wmu
CATCH BASIN YA _ RD INLET PROTECT IMF~THERP- ROOF SIB ION O
SFE NOTES BF10W FCR ',C ~ - CONSIRUCTION AID 71 ;!hz ~ I}.': POSTS YAY BE 5PACk0 DATA I' E11HER
~ _ 4' qA P9lE, Y 00. STANDARD DISSIPATOR PAD •
kSTALL TREE PROTEC11aH FEHCE A!D suflACe PRKR ro - ~ ON SItE kSPEC110N BY TEE TONN OF Fqt THE 1NTIAL - 2 WARlDKt SIGHS ro EE MADE OF DURABLE, NEAIIERPI{OOF MA ~ u NO SCALE
a LETTERS ATE ro BE r ikal Mk4UY, CLEARLY LEGffilE AND SPACID AS DETAllID. 4. SiGNS ARE ro tE PLACID NO GREATER iNAN 20D' DN tENTETL H
6. PLACE A SIGH AT EACH ETD OF LkEAR TREE PROIECTKk AREAS AND 200' ON 6. FOR TREE PROIECTKk AREAS lE'SS THAN 200' k PERbETER, PROIPoE NO LESS 1~H+W~OIE PROTECTED AREA 7, ATTACH SWtS SECURELY iT] FEHC£ POSTS ANO FABPoC.
Q MANTABI TREE PROTECTION FENCE 1}R000HOUT OtptATION aF PRO.ECT. 9. ADOi1tONAL SKi1S WY BE REOUNED BY WANE FOREST kSPECTKYIS DEPAATIENT ~ N ~ ~
BASED 0.N ACTUAL FELD CCHC(TRXIS. E' MAX. ~ N
1 TOWN OF WAKE FOREST , , f TOWN OF WAKE FO vARUE?E As rrIRFDTED 8Y - ,ti z, _ REST T~€ D+ar~ •p'I UPSTREAM END OF R,aaga ur>BR STORM DRAIN ~p °A°°'R V ~
TYP. WATER LINE BLOCKING STANDARD TREE p NOT TO SCALE 4.3 Nat ro SCALE 2,93 ~ 45 BEND E,h;n, ~~tirr1, PROTECTION DETAIL F,,,~; , OVERFLOW ~ ¦ AR RarA[ w R II/® Q ~ ne o~w~a?,RIR'~i It ~ a.TN. a a i++ BILL of ~
I,,, usE vnm sraNDUJO sPEaFlCana+s ONEV REV. 11-3-97 1 cr 1 ~ use vnm sr.woaR° scEaFlCanoNS oNEV REY. 10-3 97 1 a 1 ~ 12-1/2 ~ Ox app, ~ NAIEAIALS t PRECAST NANnE.E T/j ~ 00
---~--.~.:,.W:_:,...u.._..,._,.:. - - Mk, 10 OA kiE%EpAiE ° ~ 1/3 PIPE o 2 Y AIR RELEASE VALVE ~ ~ ° N DIAM a r GATE vAtvE ~ h ETER `4 4 r cDRPaRATIE~Ii coat
~ • ° ° p ~ ~,o" a`i"""" a e• ~EEawucAL ,>omr mss PmE um nTTnrs ~n V1 N s TRASH won ~ ~ U on o nr a apnl T PIPE CAP 6J ~j
ro 4~? B GROUT, 1/8'i 1'- 0' HM St.oPE TO DRAD1 ~ +`-I
ORAOE BURY BOTTOM HD7E, W m ~ ° iM11' WD A[Nf r~I~ OF PLYWOOD _ ~"s'~ MI wi EXCEED ALLWABLE n]RECT TAP W ~
I ~ - ~ - ll-~ ~ _ ~I iI- I i _ a vapp ~w,~•ACTUaEa. an~v>s~, ~ ~ ~ 00 H ITT naoHZE sERVU~ sAnDLE a
NOTE: ALL PI -1~''~_ ,K o 0 V~ ~o NOTE: ALL PARRALLY COMPLETED STORM DRAINS 3 4" EXTERI `"rxnn" ~ ~ ~
SHALL i1 EACH I nAxac • a ~ ,N VO I SHALL BE PR07ECTED AT THE END OF PLYWOOD ~ p ~ p~ EACH DAY IN ACCORDANCE WiTH THESE 0. ~ ~ ,-i
DETAIL' NOMINAL ~+~i DETAILS. STEEL FENCE - ~ ~ ~ ~
DIAMETER A B C TRENCH v(DrH Posr (TYP.) PROTECTION ~ ~ g
6 I 0 1 - ° 1'- 0' 2'- 6' STEEL POST UPSTREAM END CF STORM DRA N OVERFLOW 1
12' 2'- 0' 1'- 0' 1'- 6' 3'- 0' WOVEN wRE FALIPoC 16' 2'- 6' I'- 0' I'- e' 3'- n' ~ff+ SLT FENCE OEOTEXidE F 2D' 3'- 0' 1'- 0' 2'- 4' ABPoC I 4 II II it f ~ i l~
24' 3'- 0' 1'- 0' 3'- 0' 4'- 0' 30' 4'- 0' 6' 3'- 6' 4'- 6' -USE 9LT FENCE ONLY WREN DRAINAGE AREA ~ 1 DOES NOT EXCEED 1/4 ACRE AND NEVER IN u . B II ~ II II II I;.~ II !I II d /
_ AREAS aF CONCENTRATED FLOW h ~ ~ 3APE ? F _ ~ OR REPAIR OF SR.T II a II i/3 PIPE u u II c u DIAMETER i VATER RAIN
U(AIiETER A B C ik N6.H' GRADE 3- 6' MIN wDrN ABOVE roP OF P1pE, J ~ FENCE FAILURES, USE ¢ ~ r. ' -END OF SILT FENCE NEIDS TO ~ TURNED UPHILL Na S7 ,I WASHED STONE. 6' I'- 0' 1 0 P_ 0' 2,- 6' ~j ~ FGR ANCHOR WriEN SILT ° B a ~
FENCE IS PROTECTING oa" o~ WASHED STONE FlLTER 8
14' ' 2'- s 1'- d' r-_ e' - 3'~ 5' CATCH BASIN. 20 3 0 I - 0 2'- 4 3 - 8' e. MILL Z4' 9'- D' C- 0' 3'- 6' a'- 0' ~ 01fA SgRT ~ ACROSS PIPE INLET'-'r D o ` 'ra ' ! ~ d
Nt - N 3`- s' a = p it ~ r7 EXTEND wRE Q' Y9L kT0 TRENCH _ i. / _ _ _ .I
-GRADE 6' MIN. MD ANCEIpt SIORT AS ~ A OR2ECTFD BY FNfWFEp ~ BOVE TOP OF PIPE. ' B I14- 6' NA ( ~ ( ) ( ) ~ I ~ TWAIN
U _ ~~w~i~ HARDWARE CLOTH ~ ~ \ ~ fr CDIpACTEn i6T st[?aE
SECTION U L Ll ~ Ttc sEaLER
wTE~ ~-umisnWeEn sna A1R VALVE SHALL nE P-EO
. STA 2500 P$! CONCR i NDARD TEMPORARY CEA E E EN~N ~,D1N SILT FENC SS B REQUIRED tR E VACUUM CFEClf BY CRISPni ~ SECTION AT RIGHT ANGLE TO WATER MAIN vAL lwnc vH4a
- PLAN a... PIPE I NLET PROTECT ION PLYW OOD AND ST ONE
SECTION
2500 PSI CONCRETE ENCN VIDiN SD' MIN, TO C WN OF WAKE FOREST °r -
CLASS e eEQUrREn _ T~ IYQIE$L PLAN BUT SUFFlgENT TO K 5' M STREAM CHANNEL STD. MANHOLE 8c AIR RELEASE NoT ro scALE ~ ~ BANK HEIGHT p`"` 4.16
SEDIMENT ON S1E~ 1, PUT SILT FENCE OR TREE PROTEC110N FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED, ~ IF ~ I VALVE FOR 6" THRI) `'4" MAINS L . .
,.°y' 2. IF CONSTRUC110N ON THE SITES ARE SUC II / 1 ~1 W ~ M ! I) I I ~ 91 ~ USE 1wn1 $TnNDAAD SPEgFICATIONS ONLY REV. l O-B-99 I OF J .2 r
' ' ' ~'`~'"•"'~'``r~"` THE MUD IS NOT REMOVED BY THE VEHIgE TRAVEL- ,:~'':2~-3' STONE TO BE U ~ ~ i~i ° I I SURFACE FLOW U V ~ ~o ) 11 DIVER o , o o ~ SION ~ 0 0 0 ~ ~ I
EXISTING •~;'i:`,'~;; ~ 25' OR WIDTH Of LNG OVER THE STONE, THEN THE TIRES OF THE ,,,,,,(SURGE STONE OR RAILROAD%;;; VEHICLES MUST BE WASHED Bff I ROADWAY .:•„BAIJ.AS PROPOSED STREET, ORE ENTERING THE eo 00 O 0 ~o ~ / ~ 11 ° 6 ~ ~
~ ~ , ~ WHICHEVER 1S PUBLIC ROAD, r ,:r., GREATER. 3. IF ;~'+s A PROJECT CONTINUES i0 PU
'1,.`. LL MUD AND DEBRIS ON i0 THE PUBLIC ROAD, THE GOVERNING AUTHORITY TYP. WATER LIN WLL r~ M 14~ ° , ~ o ° _ sEE DEruL an +aio G,I~J' ~ ' , r, r, I~ 1 I ° ° o 0 0 o TOP TO READ 'S1IYtly' ~ ~ 'I f' ~
E BLOCKING CLEAN THE AREA AND INVOICE THE FlNANgALLY ? Z 1 Z ~ RESPONSIBLE PERSON AS INDICATED / BEND RESPONSI I ~ THE FlNANgAL l ~ - 1 r
8 UlY FORM, 11 I ~ L >ti d 11 l „ ~ ~ I i.+
~ TOWN OF WAKE FOREST 1~' ~ t ~i i - ~~'i~'' 1 ~ ~ ~ ~ U C
D'::.. ~ TYP. WATER LINE BLOCKING ~ TOWN ~ ~ 1 Q NDT To scALE 4.1 1 . OF WAKE FOREST n, ~ 1 1 4 BEND D,;. r=~ r„ sTONE aPP ~ ~w , ~ Road sECnoN ~ ~ 5:1 MAX. SLOPE ON ROAD
. F;. . Cr,,, , us2'mmsrwoutosccaFlCanonsa+Er REV. 11-I-99 1 a 1 NOT TO SCALE 1 STONE OVER k I1Q]ES1 A,
~kc" alp 1. (xASS 8 STONE - ~ FlLTER CLOTH ~ 1 ~ U) r U W .CLASS 8 STONE -MINIMUM DEPTH OF 24" Oq ,r ~
usE wm srari°aaD mEancanoNS a+LV REV. a 35' MIN. NEW CONSTRUC110N 2. UNDERCUT FOR STOP - - EXISTING ROADWAY 15' MIN. Q ~ UNDERCUT FOR STONE PLACEMENT
SURFACE FLOW , ~ ~ DIVERSION a 4, ` u ~
0
8' MIN. ; 12" MIN. I' _ ORIGINAL STREAMBANK~ A N ~ ~ (f~
a ti ~ t ~ .+.i N
FABRIC UNDER STONE ro ~ ~ ° °o~~ s ~ ~ ~ ~
s~ ~ L STONE ~a ~ ~4m, ~
~C~~ e9rea 4n ~ , y., ,f
FlLTER aoTH . I ~ ~'j0
~ NT' ; ~ I~. : ~ ~ ~ ~ ~ ~ aW pl, ~ ~F t
CO NSTRUCTIO N ENTRANC ` ~ h `H' .~~~I 4 ~ ~ ,11
E 1` 1 ~ Y
GRADE 3'- 6" LAIN. ABOVE TOP OF TEMP ~o ~ ORARY STRE AM CROSSI ,d"~ NG OPTION 1~. ~x, ~
/--PIPE. ~ ~ ~l ,r`` 1 ' , b r E ~ ~J. ~4.
.N. ~ DEWATERING l ~ I~ ~ •tiy~j y r
` CONCRETE BLOCK A .y 4 ~ Z,. t ~ tj ~ V 11 ~ , Tl
~ ;'C~,
42'x 12Sr 6 2'-. 4' I-.0. 1' S _ - 12'x.12':.8" 2'-. 6' P~. O'_ 1'-: 8 t 'r ~ ~Sllllllll~~
rlw f..,t ti ~ ARC z "a~ ~it~itdl' ° ~ ~ ca~PACTm dt 1 .R ~ ~ '~1 ~ •1 S!
~ GRADE 3' ~ a - 6' nln. ow above top of pipe ~ d .r~~, F ~ .y. ~/a I+ ~ ij °A _ ~ .
q , _ ~ _ ~ ~ ~ r ~ ~ w: ~ / - A - o .1~ ' . t ~V I y P ~i~. ~ f p ' 4~. Ph•E L STEEP CUT OR FlLL SLOPE _ _ F p~'F~ 1 ~ F ~ _
.0 ~ ~ m ----.--a t O - SECTION ~ l~ ' ; ~ - ~ SECTION o~ 0 ~ / - • ~ o3a5sa _ s'
\ ~L._._.___~ z w , ~ - d ~ o
VI 7F.E~CH. u V O p{AMETFR A 8 G x1DTH 2500 PSI CaVCRETE ' n, ' m m -"1 80 0 aass D REOmREO 1. UY ONE BLOCK ON EACH SIDE OF THE STRUCTURE _n '""'~"'L-"' .~~E~. Q; ,1.,~." sa sLOPE (MAx) ,F~, i~ 5~. ~~=:,T~' . TOWN OF WAKE FOREST ~ii'~ ~ GR\~~
O 4• 2'- 0 0'- B' t'- 0" 2'- 4' ~ y~T~.~Y o + ON ITS SIDE IN THE BOTTOM ROW TO ALLOW P cry 6' _ s I . o" 1 _ a' PLA PLAN OOL 2'- D' N - DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ~ ~ i, FRY B. STD . Pvt. H . J. B Nor~ro scALE 2.54 ~~ll l 11 l ll~~~
N a'- ¢ 1 a' ~ - 0 3' . p' ~ + LEAST 2 INCHES BELOW THE CREST OF THE STORM S~BO-~~ Ar+o ER1°~"0~~'aw, P B L E L E N G T H
~ __J.~V) ~ A c~assSe REauRR n DRAIN, PUCE THE BOTTOM ROW OF' BLOCKS AGAINST - THE EDGE OF THE STORM DRAIN FOR LITERAL SUPPORT NETRNO usE ri1TH sTalDngD svEgncAnoNS oNn~ REV, 9-6 99 1 of I
~ _ AND TO AVOID WASHOU ~ TS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL. FlLTER IF NEEDED, qVE LITERAL SUPPORT TO SUBSEQUENT C
ROWS BY PUgNG 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS
~ WIRE SCREEN THESE PLANS HAVE BEEN AP BY THE TOWN OF WAKE fORESROVED FOR CONSTRUCTION Q ~ Q
~ ~ WIRE~ESH WTMHAR2WARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT 9 / NCH OPENINGS OVER ALL p~ BLOCK OPENINGS TO HOLD GRAVEL. IN PUCE. DEWATERIN Q Np UPSLOPE i0E POSITIVE GRADE 1,Oq MAX. W z ~ ~
~ G a" 3. USE CLEAN GRAVEL, 3/4- TO 1 2-INgi - ` - = PUBLIC WORKS AND U11L1TIES J ~ i ,'~~''o ~ fi / ~ ~ . ~ DATE ~~1.
~ DIAMETER, PUCEL) 2 INCHES 8 OW THE TOP a~i OF THE BL OCK ON A 2;1 SLOPE OR PUTTER AND 1' MIN. 16" ~ N Mr SIDE SLOPES
SMOOTH IT TO AN EVEN GRADE. DO 2' M U T /57 WASHED AX. oo ' STONE IS RECOMMENDED. .ua ° °u°d , 1 ~ ~ 2 : 1 MAX. Any `e ~ ~ ~ ~ ~ ~ ~ ~ b ° ~ ~ ENGINEERING DEPARTMEN ~ ) ~ . ~ , , ~ ~ ` i DATE ti ~ ~ 4~~,.
, . TOWN OF WAKE FOREST I ~ ~ ~ ~ ~ ~ ~ ~ FlRE PREVENRON , , ' DAiS
~ TOWN OF WAKE F 119 ~ ~ ; ; r ~ TYP, WAT I''. OREST - I ; _ER LINE BLOCKING N(1T,a~~A+~ '.~Y ~
- _
11 cil -T' a' s~MENT I YPICAL WATER LINE 4.5 O 90 0 4 NOT TO SCALE IE~11-- 1- INTH STANDARD SPECIFICATIONS ONLY REV. 11-3-97 OF I BLOCKING TEL SUDDIMSION ADMINISTRATOR DATE
[ STEEP CUT OR FILL SLOPE
-IH STANDARD SPEC7FlCATI7S ONLY REV, 11-3-97 1 OF 7 V Z
BLOCK AND GRAVEL DR ~ OP INLET PROTECTION PLAN VIEW E ? 0
ALL CONSTRUCTION TO BE IN ACCORDANCE z
CITY OF ORDANCE WITH ALL RALEIGH AND NCDOT STANDARDS A DIVERSION SPECIFICA ND
DITCH TIONS. NO. DATE RENSION DESCRIPTION BY

K NcDOT DETAR eaoa e
(sHOlttt WTN tYPE 1E' c~ATE) wncu~ w+oee-1 HEAVt' wrr FRMiE, C04ER a HOOD ~ pl~ rxAwE, ~ e HoaD >tEtalr . tsdo u9s ~ s~~) TRANSRiON FROM STD. e• 1C 1r NOTE an
, MFJGaT MAY NOT OEWgE DY ~ . T~ r ~~yI ~~pp~~ YORE THAN - ~ ~ rg , W WF'1f7 aox QllTTER ~ ~1 I-2 ASPHALT L VHEELCHAOI RAIDS S1W1. BE PROVIDED AT LOCA171NS AS SI[IVN W 1NESE PLANS 0t AS ~ DIRECTED HY TIE EN04AER VHEELCFNO! RAMPS SHALL EE LOCATEH AS DINGVTED IN 4 v b Y TIESE OETAILSI IllEVER, TFE LOCATIWI MAY BE AD.NISTED AS HIRECTED BY TIE
~r ~ a~ s~' o~ end , _ . ~ ~ ~a ~ ~,I ~ ~ ~ b ' to 11M!!I~~ A~ SoasTltM uatr PDLES, Fta>= avDR,wrS, oR~ Ilir.Ers, ETa ~rrEET PLACE~r, ~ ~ . ~ 1T ~ LDDATmNS, rur ~ Tww 2 FEET ff Fw. rEU;Hr a>ae srw.L ~ PucEn
~ ~ J'tr ~ ~ ' o ~ R 6 y ~ - 1... eeTVm~ An.~r aA~s. 5~ n ~ ~ 3ooD Ps canc. - a fn s~ oa nE vlEanw:R wuw sHau EzcEEn ri>e• O2d> >H r~Tlrn+sHB m
e 2e DAYS nE rawoE ~ nE STREET, 1 ~ cAec ~
r ~ A4, A ' ~ ~ . ! ~ r a a ND cnsE zw~L nE vIDTH or nE v~ctwrR Rnlr ~ LESS Twa Na a'-49 ~ ~ ~ ~ 3O' VALLEY -STANDARD I~IJEVER, VIDTN MAY ExCEED /0•. 1 ~ ~ ~
~ ~ : m a 4. USE AIR ENTRADED 3000 PS[ CONCRETE Vf1N A SIDEVALK FOOSN IN ORDER TD OBTAIN A 11 ROUGH NnV-SKID TYPE SIAFACE e~
?r 1e• 1Y S A U2' E)<PANSION JOD1T VAL LE REOIfiED YkERE CaYYEETE VIEELCHAOt RAMP JDD1S
~ ~ o ~ ~ ~ a..~ age >E ~ ~ t' ~ OUI },p1 92 THE CURB AND AS SlmVll W STAN?ARD DRAVINGS. ~ ~ -l '.i lj:~. ~ I-2 ASPHALT 6, IXtlIB DEPRESSmV 11)ST GO OI VFETI~R Q2 1pT SOIEVAL!( ]S PLACED,
1 ~ Ih Q ,.~.r „ 6 w to 0 b ~ a , c ,T711~!~? r/1
10 ~ ~ ;r~ 1 ' J~ L ~''q ~ ~~t:s,a, ,1 ` a ' I ~
k~~' ,,~,~,v' ~ I, ~ ~ ~ ~ ~ ' ~ ' ~ r s "!f ~ I M • ! , ~ n ' ' 'P~ 3oaoPeca+c ,TL.,11 P~~,`I,, o zs BAYS ; ('r;l I S Y;~I~-11:..
p, " ~ M M cABC ~ ~ _
~ r a. tp ~ 4 b w+- W W~ W~ f ~ , , g g S r ~ ~ 30' VALLEY -SPILL ~ . .r
~ t"I ~ r' ,,4 SF,): ,'b ` i 1 , r - I ~ ~ ~ ~ ,v i ~
~ r J Y,I, ~'4 ~ .eu'A ~.rr ~ ~wArE N `r--~ ~ ~ , .v-. R'F10 - r ~scG ,--s waiEtt FiGw, 'o } S
~ , ~ ~ e, ; , - ~ ~2 O ~J ~ ~ i I-2 ASPtuLr - tlt'" ~ ~ -~~~;-~1a r s ~ ~ ~ ~ w MAx. SLOPE ~ ~ .
' (oi 1e1?"" OCR o ~
~ II -~I.L e ~ Mt. P ~r ~ 3000 P9 CaIC. ni ~ ; 4r, ~ , iF.
,lA _ r;6 v ~ , , .1~ e a. t `~T n. 0 ,i~ , 02eDAY5 li frl"',g' CABC +ir- a
g ~ ' , o ~~G`' " 1 1 STANDARD ~ ~ ' % ~ i a. ~
~ ~5~~ WA .F 1 ~ :k. .ilc, ..f 1LR LOW .~SpGC`'.=.~ WA'iER.f~DWt.-_j 'f~ ~{'A° b , ~ .,~V ~ , t=, e• Nd
~ ~s •
~ ,fit >E ~ G~ C~ O ~ ~"~~jG w.r F 11/Y R ?b~~. ~d f. 4, ~ hrrl < _'.i~~_ I-2 ASPHALT ~ ~7 ~ 1' STANDARD
~ ~ Y ~ 'r r ~ ,E" d i~ ~ Fn 3 ~ ~ CURB n ° ~ ~ c 5. ~
I. ~ I ~ ~ JE ~~~s'e ~ ~n DET t 3000 P9 CONC, H . ~ I I ~i
r AL SHOW~VQ TYPES OF QRATES r' Al ~ , pI, °k ~ TO BE USED ACCORL)NQ TO WATER PLOW ~ or,a, 0 Ze DAYS ' - - wr, .J. CABC •Pe
~ Tr~r~nor~ P~oM :a. e ~ (g~ r aw SPILL v NOTES: 0
3Q VALLEY ; r~ s aIITTER i. SCORE CURB ~ VAIJ.EI' GUTTER AT 15' O.C. STANDARD ADA WHEELCHAIR ~
; TOWN OF WAKE FOR ~ - EST TOWN OF WAKE FOREST 2. PROVIDE 1 2 EXPANSION JOINTS Ai 90 O.C. - ~ ~ ~ 3. FOR TRAM ITION OF CURB TO CURB OPENING INLET, ~
t ~ TOWN OF WAKE FOREST TOWN O STD. C&G INLET W HOOD ~ ~ . F W~ SEE STANDARD DETAIL 2.50 SIDEWALK ACCESS AT CURB RETURNS ~ o ~ )WN OF WAKE FOREST ~ ~ ~ U ~
~ HoT ro scA~E 2so STD. C&G INLET W HOOD r!. r~T,~~ - DETAIL ~ Nor To seA~ 2so STD. TRANSITION FROM INLET , _ , , TOWN OF WAKE FOREST ~ . TOWN OF WAKE FOREST ~ p N
r~~=' ~~Tr ~ DETAIL NoT To scACE 2so ~ . DETAIL FOR STORM [ ..,-~w . eEV.6-2s-o2 t 4 STD. C&G /VALLEY GUTTER ~An~ e;~P ~ T DSE ~m SiANDAAD saEancAnavs ONLY DsF ~ni STM!DARD srEaFlDanws «~LY REV. 6-2e o2 ? a A WI H DRI VEWAY CON I OR STORM DRAIN NOT TO SCALE 2.50 STD. CURB & T DOUBLE H .B ~ G U TER LC NOT TO SCALE 22 A N D I C A P NOT TO SCALE 2.13-A o0 t.., U p 'IVEWAY CONFLICT s31~w~ :m~:r~ VALLEY GUTTER T ~ ~ PAMP a ~
usE rnm sraNDaAO snEarxana+s aav REV. 6-28-02 3 ar 4 . , , . , , . , use unm staHnAnD saEancanoNS a+Lv ':UNOARD fl AR REV. 6-20-02 4 of 4 ' ~ D E AIL , ~r ~ DETAIL . _ W Z ~ SPEa c oRS oNUV `4s usr m>h sru~oaao arancnna~s anv REV. 9-19-00 1 or I ' us[ ti»n~ srwoaRO sv[ancanaus uviv REV. 11-2-99 1 er 2 ~ ~ dj pp
~ .ti
_ Di • E DIAiETFR OF PPE O ~ ~ ~ ~ ~ ~
END SECTION DIMENSIONS D PIPE MAX. MAX, BURY MAX. BURY k, . DIA. A 8 C 0 E ° ~ ~ DI Bd ~H M CtA~ ~ s ILM `H s , ~ o p 0
i 15' 7' 2 -3 1 4 3 -11 1 2 8 -2 3 4 2'-B" Bd - TPFHCN MgTN (am ttiACK} (am aup0 Ua NR'irn
~JS 5~ 9 18" B' 2'-3' 3 -11 3 4 8 -2 3 4 3'-O" H -eACxtxl arrvt ABODE 1~' 4' o.at {4,5t ~ 1 t 4', ,'off, , ,pf i~' t~ 24" 9` 3'-T 3'-1" g'-8' 3 -11 3 4 1oP aF PPE ~ lad ~
tE ~ v5' tp'h IA ' ix' ' ~tA ~ D~ 30" 1'-0" 4-8 1 2 1 -i0 1 2 g'-S" _ ~ ~ ~ , ' 1 S S' O" ' N x . ~ W` x' ~3'' )a T.d f BY PjO~ 38` 1 -4" S'-0' 3 -i 1 2 8 -1 1 2 S'-11" ` ap' !Y , is ' ' fed ' C
tf _ , 42" 1 -f0 1 4 5 1 3 8 e.3' t ' ` 8-2 - a a 3 1 38 8 S14 ; id , ~ 6 9-0' VARD'S A VARD:S S'-0• B
Vf f~ 4, ,FAQ, 1'
60„ r ' ' ,,.7 Idd f~ t. DESIGN OF END-SECTION SHALL CONiORM TO i2• (C' tad' ' tad I~ _ STANDARD REINFORCED SEC ~ T10NAL THIS TABLE ASSUMES TYPE 4 ~ aar~ vAw 20'-0' ~ squOFR
~f II ~ ~ v , ~ ~ ,1~)1' CONCRETE CULVERT PIPE. - INSTALLATION d NO STONE BEDDDIO ~ ~ D --CC € 414 ~ I , 2, ANIr TWIN BARREL SYSTEM GREATER THAN Z7 - ~ V'~_{ I O.DT) VARIES _ ~ (Ti ~ 14 DETAY. 2.2 ~ _11/2 •11/4 12 11- ~.I f0'-0' VARES 2 m (Tl 12 12 12 I-2 ASPHQT I2 1/4f-
I I _ ; ~ ~ ~ ~ tE5 42 RCP REQUIRES A ~ ~ - 0 i~.~~lJ. ~'~y' 'r~~ ~ 3. ANY SYSTEM OF MORE T~HAN~2 PIPES ! ~ o ~n Au.Er eo' ~ rR SEreACK „ " ~n ~ -n/2 1/~r 1/4r- 1/2r .
~ I~I i I ~ REWIRES A i ~ ~ , 4, SEE NCDOT ROADWAY STANDARD DRAWINGS' Z y-r e'-o• w4aEVER Is DREAmt cutACE / cARPaRT ` ~ ~ C a ~ z ~ ~ ~ _ a -a..
I y.; '3 ~ ~ 1` FOR HEADWALL CONSTRUCTION DETAILS. Y - ~~r n fTl f~l O ~~I~ I i; l~rrxv~ r a ~ ~ G~ NOTE 2 NOTE e
~ , ~ f,.. uis~'r ~ ,I i~ ,.5 ~ ~7 ~ ~ ~i , ~'Y :~il I-2 I qS Y-10'~ ( ty ~ ~ t?-' ASPHALT H o
i, ~ po'nd' z ~ir~?>~' , ~ ~ , . Rd ~ ~ ~ ~ g r- n ~ ?11, I t1'~ J I ~ ~ i , ~ dI ~ I~l 1tl ~ I , z COMPACTED SUBCRADE l~..wi -,I ~I
'A I ~ ~ ~ ExcAVAnaN ~ D ~ o~ a+ ~ CABC ''T-li~l ~ ~ ~ .~iflJ (n ~ ~ >K 2:1 MAX., 3:1 RECOMMENDED
" a-, >E AS REOIlGN'D TOP CF PPE `~I ~ ~ ~ ~ f~ .r_;, a f ~ m E rn DIVERT SURFACE ~ ill
~ N ~ ~ a ~ e°,< ~ ~ ~ ~ ; coMPACT oumt~- o ~ G~ : Of' TD ttslr aFem°t"° I' ~ o RLRIOFF TO SIDE ,U OF GARAGE /
' ,~T~ n H. ~ ~ f ' sT,vroAnn PROCmR ~ ~ CARPORT O GEOMEfAIC PROPERTIES
! , , eEnoatc . , . V .~:'~L1~ ~'~{~ti t. .LL :if: fll A r5 Z in , ~ SEE SPEpFlCATN7N SECTION m t o~ t N . ~ ~ .u . ! ; 02210 PARAGRAPH to I:! ~ When e0 IeQUlfef PAVEMENT SECTION ~ ~ i CLASSIiICAT10N eu~ m eu~ n C
r .a ALSO SEE PARACRAPII 3A a ~ eileya shell eonft >s tiP , ~ ~ o -l m p fll ewc (rO eux trrJ I-2 cAec (N When so roquired or proposed by the subdivider, t ~ ; ~ aileya aholl nonfarm to the tollowin : ~ cu-cc-sic a>r N/A ~ ~ ~ al ,y i
I ~ ~ ~ ; 2. Minimum rad 1. Prope?tY Iine radius at Interaactona ................20 it. I ~ ~ 2. Minimum radius to cenhrllne when detlectlon i ~ ~'L 23• F~'y r ~
i i~ ~ ~ ~ ~ ~ Do 3 ° 00 m angle of mt ~ ( ,~h Gw ~ ~ ~ , 3. Pavement ra! ~D b R/R 6) ~ an91e of moro than 10 degnee oaouro..,...,.,35 it. ~ r- O 3. Pavement radius at interoeotiny atroet .............20 it much 35 ' NoIE a NOTE a ee L
t~i~ ~ , t. OR f _ S, t t~ a s' ~
I~ N~ ~ ~ ~ f~ ~ : o ~ ~ N w .'1 ' TNORgKI?APE 1HOROUpFAB wREa NOtE a NOTE a NOTE 7 ~ N:~ nAN
F P~~i>J' b ~ s t_ U U IN a ese~
~ ~la Oe', d PAVEMENT THICKNESS TO BE VERIFIED BY GEOTECHNICAL ENgNEER n' ~ .i. i W ~F+
l~ M' ~ S~ East Wait Avenue (NC 98) from Tones Dail'~Road to NC 96 ~ ~
ER f NOTE gAR 1. FOR OTHER BURY DEPTHS THAN SHOWN (H), NORTH CAROLINA PE TO PROVIDE Year Road~eav~ Width Ri h f-W ~ O _ g ho a. Lanes ~lgdimt'LTTrealment $ Limit StreetTV'oe ADT Capacih Iw
F~ CALCS ON PIPE BURY THAT EXCEE D THOSE GIYEN IN THIS CHART FOR THE CONDITIONS IN WHICH It IS PROPOSED TO BE USED. W 2002 20 ft 60 fl 2 None 35 mph Major 8,400 12,OOD L
2. THIS TABLE OF BURY DEPTHS (N) APPLIES EQUALLY TO A CLASS C STONE BEDDING, TYPE 4 DYING CONDITIONS, 2025 10 Q I l0 R 4 Landsca Median ped 45 mph Primazy-Major 17,500 38,000 ~ L ~F+
3. MINIMUM COVER NOt SHOWN BUT NO LESS THAN 12" W/0 ENGINEERS APPROVAL UP i0 ~8" PIPE. looking East Taxard Averetle Road `,U C
TOWN OF WAKE FOREST .~f. C O
_ TOWN OF WAKE FOREST TOWN OF WAKE FOREST 2 x 3 r~_ rror To scAEE 2.51 STD. FLARED END SECTIOi~JS STD. TRENCH
rror To scA~E 2s2 . INSTALLATION 1~u-r~ap DROP INLET - r , ' _ _ a~»,'; r.~~t. DESIGN AID DETAIL FOR CONCRETE PIPE Hor To scAEE 2.53 usE wm srANDARD saEnncanaus oNLr _ REV, 9 8 99 1 of t `P REV ~ (FOR CONTRACTOR'S USE DAte nU L
usE x+m stanaanD s~Ea~cana+s auv 9-6-99 t of 1 ) REV. 9-19-00 1 aE 5 ~ ~ ~ USE A+m STANDARD SF'Ed,iCAnONS ONLY _ ~ ~ N Q
T4 pic:J Cross Section ~ W
7aC
~ ~ ~
AA,, W
y ~ o o ~ ! 1 1 t a~L i-e+
a • ~a • ~ d Mo1M-Qu Pom O Lradtcaped Medhu (10ftwide) I / 11
~ 4 14 !t >2 ft Vu1n 1211 14 ft l,l~ I [iB~cktoBadrMldin¢n I
4.0' S'-0' 3S' _ • ~.0' 3,S' S' 0' 4A' ~ Y I-2 ~ Four Lanes with a Landsca ed Median I P f ~
12 YN ~ 1 • I ~ 2, ' -T 12 I
EA. ENT 11/4 11/2 t/4 t2 ~ CABC 1/2 12 I/4f? lIa4DBt 117'f
. 12 OE7Al 22 1 ' PROP. ,2 r- PROP. STREET
- . . 1t/4 fit t2 12 1-2 wsatut.r 12 1/41"" a!~a STREET s .5 ~ ~ 1/2r- 1/4r- i/2r" F~~_~ TREES I OOMIPACTEDSUBCAAOE 2s I PROP. t L--, ~ s; TREE$ ADDIl10NAl R ALL CONSTRUCTION ~ TO BE IN ACCORDANCE WITH ALL
p 5 STREET ~ v r, ~~~`^~T * 20' B-B ~ ~ K 5 a' TREES ~ ~ '^t "'"'I'' , ~ ~ E ~x ~ ~ . CITY OF RALEIGH AND NCDOT STANDARDS AND
txyA~ a av ~-~b ° ~ - h Q 12'LANE_-?_~-14'PAVT]AEN 6, 6, 6' SPECIFICATIONS. 3 12 STRIPED TREE EASEMENT
1~IPACifD SUBORADE I 6 6 1 ~ LANE 1Y MEDIAN } ~ r } a I
~ 00LD~ u~i~ 3 3 X111111!/!
AUSTIN VIEW BLVD STA: 20+60 TO 24+ AUSTIN RIDGE PARKWAY ~ a 25 LONGMONT DRIVE STA. 40+50 TO 46+75 _ " of N CARPI//i w 0 I P~ , • 0~ iii
N ROADWAY CROSSECTION (TYP) ROADWAY CROSSECTION TYP 0•y
No scaLE NO SCALE w PER. F ~ ~ ' f: i~,~ ,,'.'~,q. it ~ PER. _ . ~,-`i;~ •AL -
~ * 21 MA1L, 3:1 RECOMMENDED ti *2:1 W%., 3:t RECOMMENDED F x ~ 03'534
a w r . T t t"'~ ~ `P F~ Q EXIST. EDGE i r1~1~'°~~
ra~ OF PAVEMENT i~~` ' ,~INE~ ~ 5
00 EXIST. EDGE r F~Y~ ~,~GQ'~~
m OF PAVEMENT - MIN ~~II ~ IIIIIIII
o o TIE INTO EX. GRADE AT R/W
fV ~ ~ o° 8 '8 W 1' ~o ~
m ~d * 50.0' ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION uj ~
~ 23,0' Y W2 'd YN ~ , No scALE BY THE TOWN OF WAKE F OREST. Q ~ Q as Q ' ~
2 t ~N.K , 2 ~ ji/4 t t2 t t2 ~ ~ 12 12 E~ ANA ~ UTlIT1~ ~ ENT ~ 1/4f 1/2 /4E- ~~w~T EASf1E)tr PUBLIC WORKS AND UTILITIES DATE ~
DETAa 22 1 a vA~s vARBS } 3 10' 10' - VARES MARES a ~ 3 ~
g ~ , 1 ,2 r 12 12 1-2 ASPHALT 12 1/4I PROP. PROP, p c~ ~ ENGINEERING DEPARTMENT DATE
- I ~ t/4r- 1/2t- ~ STREET R, 26' t, CCLPAf,1kD SUBOR,IOE~ I PROP, t • -,_.e-°'"~~~~ ~ - SST F F EXIST, EDGE ~ Q x ~ OF PAVEMENT ~
y 1' I 5 E' 2C B-8 STREET ~ ~ !ka,~, y ~ s-e N 5 5 TREES 1C ~ ~I.,,r, ~ w ~ FlRE PREVENTION DATE
~ lId11IfR ~z„ SIAP ~ EXISTING SLOPE VARIES SUDDIViSION ADMINISTRATOR
COYPACIFD SUBaRAOE w va DATE 11 11
" NLU I FNUUND LANE d
LONGMONT DRIVE STA: 38+00dtTO 39+50 AUSTIN VIEW BLVD STA: 24+25 TO 38+00 Z
~ LONGMONT DRIVE STA, . 46+75 TO 62+00 ROADWAY CROSSECT10N (n?) 0 C\l
ROADWAY CROSSECTION (TYP NO SCALE NO SCALE Z
*2:1 MAX„ 3:1 RECOMMENDED *2:1 MAX., 3:1 RECOMMENDED EXISTING WAIT AVENUE (NC 98) Q
U ROADWAY CROSSECTION (TYP) ND.
DATE REVISION DESCRIPTION BY NO SCALE

23 3/4' IUSE + PART N0. F
~ ~4r I. 1/Y V-196h06 31/4' (•-vB' '~--'I I I ' 801.T fl7ME TO
1• 1L1Nf4-10 3 3/4" s>E oETAU a1o + all CASIINO (4 REOb) TOP TO READ •SERER` AND Yd4r baX b nol M ~ NNXYMd M 1 1/2• M-196f-tb 4 1/4 l (OUiFAllS CN. ~ 'MAN OF M'AIQ: FOREST' b~Mh, aephaN, OF OOIg414 paYMnoM.
i u' Y V-1964-ZD 4 J/4' ~ F = located In above atilt 2 1 ~ maybe ~ /r W064-?S b 1/4' I_~3/4' wQNtE CASTNO ~ Wbp WfM BOX NBJf1A dNaB X4.42 w , i. ~ ~ V ~ ~ o ~ byl- ~ f
3' M-1964-30 8 3 4' 1-I /MORTAR wllh a TOwfl ~ E3 T/6• 3,/2• w,96,-J6 b,i • 2 T>~E ~ ~ ~ ~ ' ~ >a Notes:
4• v-19a+-4a a ap• a~ pacswTS o REPLACEMENT RISER RINGS PICKHOLE DETAIL P.: _ . RISE ABOVE TOP CF BASE ~ a,.:. F - ~ Drainage Structures Notes. n
Bs 3/4• No ~xr NaEt Fa+ covets usED pp N SRRET AND 4 f1aES tOH COYfkS (~Y ;,Y ` Y ~ \ I ,I_ i, Boxes m l ~ ~ ay be relnioroed masonry, masonry, precast concrete ~ ~ or cast in-place relnforoed concrete. ~
P3 3/4' I, a1TSCE SIREEL TiE EXCEP110N I TO 1Po5 S NFf11E YAHIafS COULD ~ v ~ fl~'';S 2. Any non-standard box non-a a rr~~II,, G; . f ~ ~ ( t ndard meaning not shown In ~ W F, ~ ;'i. rc this manual), la to be designed by a NC Profeaafonal En sneer. ~
CalECT SIpW RLNC4F N 11E1R ~ i ;''TO ~ MCNITY. N THIS CASE, IIFAE ARE PRECAST GRADE RHOS ARE TO BE g j ~ ~ 3. The maximum height of an un-rolnforced masonry dralnn e , ' ~ ' ' $ structure with 8" walla shall be limited to 8'-0" from
.-j N BE NO \EITf 11afS N C01fR USED wF)7 PGSSIBLE AND ADJJSIED =2 J/4' NTiFI BRMX ~ YatTAA . i g I p ~ . Invert of the outlet pipe to the top of the caalln . De the
I an' •AEOIIESiFD RUfiDNO' 4.OR 6• PRECAST ~ 1 I, Flu JOHNS FlNI Ri1H I9Cx SECTION A-A III III tr ~ SIRENOM TYPE M MORTAR k STR40: I I ~ ~ NOTES: GRADE RNGS - i11J511 915DE R OUi ~ i r ~ ~ $ greaser than B'-0' shall hove wall: 12" thick. Baalns over g I< V 4. „ ~ ~ffi ~ 12 in total depth shall be designed by a NC Professional
23 T/B' FRAME WEIGHT = 175 LBS. MAIUIUEI Cf 1 r SHAPE? INVERT 1/' 4r ~r At1.ONED usE AN APQROxD BITUWNOUS 1 4 111 RISER RING WEIGHT m SO LBS. Ir OTI App BASE SENANT ' t - ~ Engineer. four Inoh wails an not allow ~ x~~ ed on drainage dructures. tt ~ ° Bottom slab on structuros shall be roinforced when box de th
BASIC RISER RIN ~Y~' = 135 Les. ~ ' „ , P4.h ~ ; APPUEn m ma G LaAD RAnNG = NERVY ) w caf sECnoN ,;f' wm ® 1 ' , w' ~ A 1+ exceeds 8 fi. P
` zT yr MATERUL . CAS ~ . " _ / r ~ ooNmmACroR ro ~r F a,~' Y ~ E6 v4 FlNISH =UNCOATED ~ ~ Loa,E sm+s - LA?DER STEPS ~ ~ 4, Ste a are to be rovided on n P p all basins deeper than 42", f, ~ 5. Step: an to be PSt-PF as manufactured b M. A.
.%r 9x"'` yv FxcY otrnt;r ~ ' ' T` a • '9 C4• YODEL =VULCAN Y1984-95 ~ PPE sm's BY l • , ~ , . psE ' r,'~''~% ~ i ~ o ~ Induatrles or an approved uol. Locate on non- I e oral ~ i eq PP la. - ~ ~.1 ~ s 8. Mortar In masonry boxy Ia io be type M.
OR VULCAN V1895-95 Q i~ ~ ~ ~ - ExEHtae aNE SHELF sLDPE---+ ~ I PSt-PF OR EplAl s + / +i _ 2'3/4 YEElV4o AS1Y. C476 I / 7. Clay brick atrucfuros ore not allowed.
~ ' COVER FACE 1'R ~4r I) ~ K~ 8. Concrete pipe is to be minimum clans III, r, n~bi b g " ~ 9. Concrete buildln brick la to meet - 9 ASTM C 55 Grade N T a 1,
~ ~ ~ 10. Ba YP ~ ~ ~ , , sin located in vest arena, or as otherwise ro aired b the ' i Q Y sown m ~ h ~I~ engineer, shall have wee holes as shown
ea yr r A AU. JOINTS m BE T s o w/ Eb 3/B' I ,~'I,... , ' ~ PREFIJRMFD 6UTn RUBBER (MASTIC) ~ , i/~~ .rl'~ ' oASY~ YEETBw AASNTO Y-196, ` ' ~ P on details. i }a 11. All cast-in-place ar pncaat concrete drainage atrucfuros located
~ ~ B T/B' T 'T ---:1~ NOTES ~ ~ VIA TJ,~r "'a'Y,~{' ss~s-o~ozla ~1~~0 T. All sERNCe'uTEwus NTO 'K~ ( ) INVERT s SNEIF FRAME SECTION MACHINED YAw+aE ~ ~ ~ amdm A ~ ~ ' ti ' In paved areas acceeelbie to Truck loadin a to be deal ned }o Y! 9 9 meet AASHTO HS 20-44 loading. See manufacturers details for ~
~SURf H yr - Alm BoOrm. r!'h1 ~E~I FtET~E R(seER e0or _ €YAN~ VULCAN ACES 2YA1mnaE DEPTH 4 qA MANNgE ~.t ' tit it PRECAST MANNOIE To MEET - wall, top and bottom thickneaa.
COVER SECTION - 2C' SEE PARAGRAPH aba OF ~ I,' lrl,,'11 ~ EmwwEA~T+TS of Asru. aTa ~ ~ SE~ a wAmt No sErat ,ugrr0 w19D Bua urD aAUPS b DECREE slaPE f Y I I ~ O
~ ISOMETRIC ~ nES~ ~ oTHm r~cuwm+T9 j' ~ " / L9ATATKNS), ° ' I I , YOORBASE 6• ~ a ALL SANITARY SERER MAN- 'i 'j ~ ~ i ~ ~
I PoSER PoNC HaES To eE vAaAw TESTm. ' i ~ ~ .r.-- - :f - ~ a ~
'i ; r G~ Exmrom BASE wt~-~ 6• j - ~ snPE aF a+u+NEI FL cxlEO rroR aN rxws g ~ V ~ ~ 4 M ~ _
/ ~ 1}itU YANIIaE • , , ~ !L I/j N YH SCIIETHRE SLOPE OF CNANlE1r0.10' FNL Y ~ .Y 0.10' FALL LNlES3 u` P~. , , A dT NOTE: 1 I SHORN on~RRaE ''A ti P ! A 6• EXTOmED BASES REWIRED aN ~ _ - ~ a s~ ,o - ~ ~ ~
~ ( r ' ~ K"1~. ~ Pow" ~ PRECAST OPENNO ALL 4' Y.H.'+ OY£R 1Y DEEP. ~ 1 • 1 _ ( Y'~ REQlY1ED FOR h ,1 /4 f ~ ~ ~ o ~ N
t' DU. ANCHOR ' (~wlChN~~Jr-""""'~ i u1 PIPES ! 'l r^:~ ,I' ~ ~ ~ sff PUNS FOR P6+E SITES I ~ z~~ a~
\ \ ~ ' I NOTE: 6 EX1ENOfD 1/
\ '!'iDB5-80. ~L_~/' ~`-~s~/"~.,`~~ a~sEw~TOTUIm
SET wvs+otE ~ f NQ'TOtY ~ FRAME TOP VIEW COVER BACK ~bT sraNE SEE sPEa FOti FDUNDAnaH o
9i~R01fl1E}IT WiEN NEEDED TOWN OF WAKE FOR ~
EST ; TOWN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKi : T101diL M31Q0 'NHL A-,1-~-~
STANDARD MANHOLE COVER & RING ~°r"`" ~ - E~.~L;P ~ Npr ro scALE a.1o PRECAST CONCRETE f ~~K 6MPAi.LS ADJUSTABLE - VULCAN V-1984, V-1995 ~ . ~ DIAMET Nor ro ScALE 3.3 ~ • T PRECAST C'i>NCRETE NoT No scALE ss N OF WAKE FOREST ~ N u~.~ I TOWN OF WAKE FOREST - ~ U
e>.:,T~: r~~ ER MANHOLE ~T: "ter,, I. S ANDARD REV.s-19 oa 1 « I ~r 4 DIAMETER MANNO>_ USE NitH STANDARD $PEgFICATIQYS ONLY E t ' _ _ f n'~~ ~~Ye 9 METER BOX usEVn>HS7anoaxosPEancanossa+LV REV. 11-1-99 1 a 2 - 1NDARD o9"' TOWN OF WAKE FOREST m NOT TO SCALE ~3 20 ( n _ , i ~ nj Z ~ER BOX ~ - STANDARD 3~4 WATER HoT rD scALE 4.T9 DRAINAGE. STRUCTI,)R ~ ^ ~
_ ~ y ~ USE 'Mnl STANDARD SPEaf ICAnWS ONLY REV.1-20-98 2 a 2 USE 1M1M STANDARD. SPEaFlCAnONS Q4LY Satz , E trot ro scaLE 2.57 1 ~ ~ I~ q ~ ~o sveancanoHS aaty RFV. 6-28-02 a .r 2 l~, ~y'J S E R U~ C E w;,.7~ ~ - - ~ ~ ~~4m N ~-TES ; . , 4~ w .a a~ ~
USE NS711 SYPNOAAO $nEGFlCAl10NS GVrIY REV, 6-28-02 1 OF 1 ~ Li QQ f ~ REV, 9-6-99 1 a' I 1~ id ~ t USE 4NM S1ANf~YhY1 SPEGFlCATIONS Cr1LY
Q ~ ~ ~ t~rY
o ~ r, U
BOLT FRAME To SEE OETAq. a10 + an BRICK MANHOLES YANNOIE PRECAS MANNaE
cASTX1c 4 REDro) TOP ro REAP 'SEr~R' ANp FRAIE AND coYU T CONCRETE FRAME Ave cmm (aLrTFAU~ a4.h , 'rows a wucF FoRESN• tsra NOTE 1c) MANHOLES (SEE NOTE 1c> Notes:
~ ~ PROP09ED WADE oR PRWDSED oRAce sEWRE CASrbto i 4 s~ ~ i ~ of PRa Y"N1°E W TW a YAWIDIE ~ ~ aA~oE 1. Pavement mud be dal fined udnq proadura In S~oHon 3, Paam~M datgn mHhodw ((Datgn rrwdufi 3) Minimum pavement n to D. 2` I-2 plue e" CABC for out-de-ao and 3` I-2 k
n w/YCRTAR e• YNEAW , n p ~ 24. vA>a~ ~ ~.N a` CABC for Loaal dreete, All other rheelr to be deigned udnq prooedum in dgedlppn manual. ' 2. SWewolk b requlnd on oro dde o/ laoal dreeh and wine Cdleoter dndr. Sidewalk h
o H ,I t« 1 1 ~ " ~ i hPE Y ql requlnd on Tiwrouupphfant and romp CBD etnete, Cul-De-Saq ova 400' In b th uln ddewalk on om dde. ~ ~
N0~18 v 8tE Eg971p OIIADE W ~ I TOP W Ef09'Rq NOTE iB e 1, ( ( i { Batlflltlaf t I 3, Sidewalk ant ourb fo be 3000 ql at 28 dayr air eMrolned aonarete. Sidewalk fo M rcond C x t'-e' x t'-e' every 5 H wHh i ~2" ex talon In _ CONLTiE1E PAD ddewalb 1o be 1" exap~t thbknastto lnoreaei te B ~ at alrodd~e wnon o Iroulny hh.~Con'nh
p p f4 y j dhfa S' aY y a na eltMr rWe of tM driveway, ploy 1/2' expatnlon )oink aF 1unoHon of 4 and B"
usm w t~ ~a u+F ro tTE ~ > ewaaaa >n ~ , ~ 1 P05981E AND ADJ,lSTED UEVAIKN AT e V N M~1 SEMER ClE1N OUT IS ddewalke. ~ ~ z O Stt~PAVENNF2tiT R MUST BE 4. Maximum groda and 'K' valve for dads rhall follow NCDOT pulddlna to the PhdmoM area W NSTALLED a19DE A VALVE (rolRnq topogroDM). See Tahh 203.
NiTH BAIa(R MORTAR COARSE RFl01 11SDE ~ ~I FLL JON15 FULL wiH FMGH DWEIFA W Y~ Y~ a~a BO%YA1H'SEMER' CO'hFL S. al pawm ~ thtoknea elall genaalyy Dt confirmed by o geofeohnlaol apart. Rowers, H a
4' OR d• PRECAST '~f SlliENC1N 11PE Y MORTAR k STRIKE I: ~NQt~t.E9STHN1 GRADE PoNCS - FLUSH NSOE !OUT ~ 't.r-- s a O W > her, M may deelgn out-de-ao and Loaal eheeh wing a abgrode C8R one standard 41 < deNa n to the left o} the awnq. of all CBR a determined ieahhlool _ ~ ~ B.EVEITION -CLE{IN OUT N ; If, In Hn o nbn of the Town ~ ~ pea nporir thus far. _ _ - _ I npreanfafhe, site appear worker or haw inherent probhmr
A YA)DEIUY of ,r j - ~ A~ ,t usE AN I ~ on~nwsE Aro SASE sEAliwr,w T~ E,asn+9 - - ~ ~ to 87AEE~ ? DflIVE~IVAY AAEA8 i' ruoh oe a high mloa content, Hf. anloa o1 o eoteohnloal en Inar shall be ut - ~0- 7 oaa for the ded n of pawmenfi. 9 9 nq nd In any I ~ pp
RISER SECTION ; w'. 4' OF taNE SE i YAAAipt ro ~ 6. Thoroughfora rhnA be required to provide a S' CABC below curb and ulcer. a z W 7. Sa thoroughlan plan, 9 `e ~ W ALL SERVtf£S COMO 91T0 A SEw;A EleoMa arvla will not o In u
caNmACmR TO ~ ' b~ 4 . 10 3 4• x~s~ LocAtE STEPS a:'' I _ ~ H 2 N~rY 9 Mil elrwi reoHon h graded of final and approved. 1 J z - FASE14ET1T MUST BE CONNECTED TO A 9. The Town Englnee tray nquln a 1' ow ore a t5 YANHgE W1ETiE PRACnCAL AND 3 or man trendy }gllunt r ~ nY apmeM of etretf In whloh then an
,r o~ FIROY oun>:r ~ : \;`;f,f, _ ~ • A I ~r, ~ ,v' , usE Ecrrwnec coNE ~ _ ~ ~ g ~ ~ W CLEAN-OUTS MUST ETiHER EE AT GROUND ~ ~ PuIO depreabn of 1 2' or prr•ohr a~f M~ da AIM ov~ah fallun rhalt G defined a a LE1EL H A YA14E BOX wITH CONCRETE D~ P? tnnah width. Extent of hngfh of _ ~ ~ o N murtaotnq rho(i be ar detamined by Hn Towne En Ineer.
v,, _ A ex~nrx;l ~ a ~ , P~-PF ~ EWE 'si~ ,I'z,, ~ca~r c 3 vz COl1AR. YALVE BO% SHAH HAVE A 'SEVER' b 9 > ~ ~ < ~ < COVER OR THE CLEAN-OUT PULED 2fY MFffT! EVER HOUSE IS
YEE,Mp AsrM. a-4T6 EX~1'NQ ~ BPoCK MANi0LE8 SEWER MANi0LE8 Q~ au ry" ~ x ~ 3 uPSTRE,w FROM SEMER PAIN N A 10' t cowlEClEn ~ StiRw~, Concrete Testing Requirements ~ S ~ ~ ~ NOTCHED EASDILNT (SEE SEC110N 3.5,23, LOeEIt STACJf TO GRADE ~DBI01-THt W W gRi4LF5) The Inklal ted (from 11rd readdyy-mix fivak) fi to be taken after the reaond yard h dlrpatahed
1 , , ~ ~ ' - Q.1'!i ~ Au JoNrs ro BE T ~ o w/ PREPaf61ED DQ4TM0 O ~ _ CRADE tram the mixer orxf h fo condd o1 Hn foibwlnq: ~O
NOTES u~"~. Ji~~A~ 11 1~IN', ~ {~,C) OASfET MFE11N0 E7Q97~Y10 Y E i I- ~ I I L ALL SERMCE UIFAALS NTO ,may ~ , ~ M SS-5-OD210~f0A) FED SPEC MNFItlE j I , ~ ; 1. One dump fed 1. THE FULL LENGTH OF THE SERVICE DBCH SHALL BE 2. Pull, p nand elan 3 oylihden on-dh for 24 houn. C ~O> COMPACTED IN 8" nnppaa
MANEIaE TCl BE CORE DPoIlID ' ~ A" 1 FRME A!G CDVEII ~ *i AND Boorm. . ~yl ~ ,~r. - ~J (SEE NOTE Icy ~ r..3' COPa.YMER POLYPRCPriENE PLASTIC r 2 YAbIAAf DEPTH 4' OIA. YANIiaE 1/r fJiADE 60 STFEl RENFORGPJ,ETIT "v t, r / , • E7DSTlq WADE OR a --I DYERS WITH MECHANICAL TAMP. 3. Temperature r~~; 2. SOLVENT CEMEHf FOR PYC PIPE AND FITTINGS TO BE ASTM D-2564 O
- m (SEE PARAORMH aa3 of ;~'I' ~ •'i;; roP aF ocstwo ~ ' , , SECTION a WATER AND sE>1Lx A F• PRECAST MANNOIE To MEET YrA41oLE ~ , V --I o ~ a 3, PVC SADDLE AND BEND MUST BE BEDDED IN STONE. After • above feete an idled tram Me ~3i 3 ~ BEDDING AND HANDI! ~g7 I D InlHal truck, every Sth }rook therwfter h to M Ceded L, ."2 NG OF SERYN;E PIPE MUST COMPLY WITH n the same manna w noted atxtve.
, ~ 1 ,1 / 1 oESON FCN on,ER REa~rorrs 4 ° "~I ZA•~, ~ ` ` RECU~wrs aF ArnA. c,Ta ~ q ~E F,+WO~n WADE , ~ 1 6 J 4 / LIMTATIONS D i" ~'rPl' I ,I fg AASNrO Y-iD9 TOi aF E7o91R10 !r ~ i1NOlE 1B W TOP W I i ' I N ~ , f , 1' BPoCARtlftlf v ~ PROP0.4D YAMHpE Y I g ~ CUSS B BEDDING (SEE BEDDING DETAIL FOR CRAYITI' M1JNS.~ -sat 4G PYC
i ` 11,, w, ' ! ~ ~ + ~ ly ~15+ Au MANHOLE E70S1N0 ~ oE" Asphalt Testing Requirements a ~ _ TaNn fo t- U U _ Sttml~9p: q r wphaH done h te follow q j~ Ry NCDOT 'StandaM Speaiilootione for Ronde and a e»
75 ~A,1 ~i, ~tA1N 'I _ ~ , (:,~1'S~,I r1 FRN[AN1001flt YANIQE ~ ~ , SLOPE OF CHANNEL ' ° ` ~ Y,T I ~ ~ ~ o OJy (afE NOTE iC) ~ O ~ Struotura', SeoNon 809-9, `Fhkf CompaaNon OuaR$ Management,' laced rerlebn. J ~'1°-- ~ Q 4' sCH 4a ]hIOkDW: The mlMmum fnqu n'
, THRU YAWaE - ,~I~i ~ M ~ ~f. ~ PROPOSED GRADE - 1 i , ' - 0.10' FALL LNLESS -'~i Y ~P 5 A J/~ W TOP ..'o ' SECTION A-A SxoYw ontrnwsE s~ ~i ~;4 '0' t °F 1VHi01 ' ~ h-xar nq emy of oorlnq for thioknea faN shall be on fh W •f~ IF rrr V V16' OR St1V'ENT CFJFNTm ,,Iz 24' L4 PC Sat 40 aotkrn condean o1 not ~ • bnrlr O1 fed Jt11NTS tTYPE SCY ~ PVC W Sa.VENT 9 man than IS00 linear feet of lay down width, exolueWe of ~ ~ ~ ~ a? V8• BE10) ~ it , MFiD IMeneafbne and Irnqular ens, iM fed am h te M a 8-Inoh oond ramph. e~
„ 5 ; ; ~ ~ 1~ ~ ~ aN PLAEas PouR ~'„I PRECAST poq+ausE aPENNC ~ Non: Tel SEE NOTE e - . , ; , ~ ~ , To sPPoxarEE , c aEOUrRED FnR ALL PPES. ~ ' 1 fib ~ ' REY01E E)aSTNO s t ~f~~ fl, ? pE,b ~ The sample le to be numMnd ant Iogped for IdeMlftaatlon purpose, ~ O
, aF PtaE I i 11' r' i 1, M,ly SEE FUNS FOR PEE Si2E5 1 EIE1~F pN Ave I ~i w 3 ',il_.. O Z ~ O ~ ~ ,r--~~" Flow NCDOT StandaM SpealfkaHonr for Ronde and Strualum`, SeaHon 809-y, /1~
1 ' , Y ~ ~ ~ ~ CA5i-7! PLACE EASE 7YPE Y LPPER PW110N OF ~ I~ I ~ ' II i* ' X RENF MORTAR YANHOIE CAN EA; ' , 5 . GROUT AHIUIIR ~ ORC£D#JJT ff BASE ' ri• ~ll ~ ~ q `fantraotor'e Oual Control L I z ~ \ SOR 215 TO ~ HY STdem,` toted rwfilon. 1y / W ~--~1 40 AOAPIER ~ - Ii' SEE NDTE fA11BWA11pN 0 ~ ,A +a i ~ C W ~ ~...i;- lYlfa! PATi ~ ~
I OPENNO BY NC PE AA T~ W ' S.~._- '!'N' ,A N J ~ -tll ~ EXaFD i HClUZO(TAL _ ~ li'4 f NOTE. STEP SHOWN IS PSi-PF BY M.A. INDUSTRIES INC. EX SE11FR ' • r ; M NOTE; USE 6' EXIFNDFD m 26 YERmu ti ' ~ w ~ 9• N lRE wrE Y AND 1/B' BEND Follow NCDOT andard SpeolRoaNoru for Ronde and Shuatura', SeaNon 809-4. ~ C ~ ~ ~ ! `Fldd VerlRootion of Mtxlun and Job Mix Formuk Adluetmate`, ided rwidon,
PEACHTREE CITY, GA BASE wffN TOTAL MH n„ ALTERNATE MAY BE USED IF APPROVED BY TOWN. ' . • ~ ~l / 1 !~}OHT EXCEEDS 17 ~ PVC YNH. `Y g~.a lit 1hf~~, ~ StlDltnl: All other apPlloabte aeoilone o} Seotbn 809 01 the NCDOT'Siandard SpeolNooHone for
C To 1r % , ~ ~x (_~~NQ /JT STONE ~ SEE sPEa Pal FouxDAnaN LO1dlEffNVQ EXI8TiNQ PF~CA$T C _ t; ,r, Ronde and Struofura` shall a nlaNn Rmih, oomatlve oaNon ui mint a 9 te OualHy Control Plan, mix design, ooMrd ~ •i•+ O , eq p red meaunmeM.
rrRO1~.NEFJrr RNFN NEEDED BRICK ir1AN1•IOI.E$ MAN10LE8 j TOWN OF WAKE FOREST ~ TOWN OF WAKE FO U N
s, 1 REST TOWN OF WAKE FOREST 1.. ~A` Pro)eot Owna h rapondble for cod of faHnq. i. W
MANHOLE STEP ~xi"~v ~ ~ TOWN OF WAKE NoT ro scALE 3,24 PRECAST CONCRETE `~I'"~ ~ ~Y~F ~I•~ - DETAIL Nor To SGALE 3.4 :m • TYP. SEWER MANHOLE Nor To scALE 3.25 STD, BLOW-OFF FOR I OF WAKE FOREST Q I TOWN OF WAKE FOREST TOWN OF WAKE FOREST ~
~~Er~ DOGHOUSE 4' DIAMETER MANHO ~ ~ LE n~;~-: r.I~;~ ADJUSTMENT DETAIL DAh? " USE WI1H SSaNOM1RD $PEaFICgnoN$ONLY REV.1o-21-s7 1 of 1 ~ ~ ;'a~,~'~~ 4 THRU 16 WATER MAID usE wrH srnNOU~o sPEancanons LWLr REV. 11-1-99 1 or 1 REV.10-21-97 1 cr 2 j~~~_~ ~ USE Ni7H STANDARD SPEgnCA71gi5 QYLY N-OFF FOR Nor To scALE a.12 TYP, PVC SEWER LATERAL ? p" ~ ~ . NOT i0 SCALE 3.15 TYP~GA~ CUTAQ GUT I ER NDT i0 SCALE ~'~.1 WATER MAIMS h,~,. WITH IN-LIN
STPNDPRe SPECIFICATIONS ONLY . USE YAhI...,. ~Ea~~An«~soHE~ REV.n-f-ss I ~ I E WYE t~s STREET STANDARDS _ C REV.6-28-02 1 a f c ~,k ~ eJ _ use wn? sTU+oaeo SPECmcnnoNS a+rr - AEV. 8-1?-98 2 a 2 ,.fir
USE %IRi SiA:IDAR~ WEGFICAiIONS a'!LY .v Aft •e••e ~ W V~
J~
7 3/16' W .M.r - L
gq~,gay gEyy~ PF'E FlNISH GRADE O
&J1Y E / . C700,E3VCP DIP / ~ u.
PTPE BEDDING a PIPE ~ R/W NOtES: p~ W
SrzE p.ASS wMAx BMpX CLASS BNAX MIN, COVER id'r ~,L'.~f'f uoTes SEE SPEC sccT ~ ,f 02210 PARAGRAPH 15 IF GREATER DEPMS ARE NEEDED ON ESVCP, r ~ p,~ r~~ ~ r`" I 9 I' AsTERKDiE rata Ya~iow~~n wTH ~ HYDRANTS SET IN510E THE TOYM SHALLL
C+ ¦ 13' 330 34' CALCVU11CN5 TO BE PRONDED BY NCPE ~ ~ f t°% SlNDJ$TURU O SOI r a h/"~ 33/4' B~. ¦ ~ DENOTES 42" OR URGER iRGlCH VAOIH. m 0`, r" r ?i /,~rr~/ 9 1 f~ T HAVE 1HE BONNET ik CAPS PNNIED REFLECTIVE SR1ER.
+ fOR TYPE 4 U11NC CONDITION, (CLASS C) rTRENG7 watLS MaY Hai vancu~,? T' 1O' a +SIDE$ UP 70 A MIN. HEIGHT ~ 5 H2O iRUCHL0A0 W/1.5 IMPACT FACTOR z ri. ur xopES nacr a+ usE p ~,r - ~ a 2 HYORAN75 SHALL BE ORED/CREASID uAiatm oN Tar AFTER wsTAUanotL FOR OPQaNG 3. SEE SPECS FOR TYPE 1FittEADS ON
C+ ¦ 14' 350 2B' 3' (REFERS To DIP) 4 iRENGi eox. coviRAC7aH +4 fOR TYPE 5 LA11NC CDNDnCN, ,RESPp457eLE FO~Q OEIERHINING% ~f - B++ ¦ 16' 350 4S' 3' H2O TRUCKLOAD W/1.5 IMPACT FACTOR FRceEH ROPE. (osna Sueaaxr~~ fN (SEE SPECS)- 4. TO REIWN. PUId+tTt NOZZLE Q MHFN VALVE BOX IS PIACm OUTSIDE
12' 'P, La>fsp (REFERS i0 DIP} „ , ~ . , ~ ~ C+ 36r 13' 35p QB' 3, NOTE: BURY = C01,FR A804E PIPE. (130 pct OOOO SEE SPECS FOR S1ZE) OF PAVEMENT, PRONDE PRECAST
J C4 ¦ S3' ¢4 5 y -rARFfULLY COMPACT 0 RAPKF7LL NOZaES ((ONE HYDRlu1T TO BE PUCED SHOUIDQi SU,B (DETAI 4.10) EACH SR+E) a1TH t'lIMPER NOZZLE o ~FAC9Ri STREET
Bpi 36' 19' 350 44' 3' ~y i (NOTE 6} SEE SPEC SECT - ~ B++ ¦ 1T a 02210, PARAGRAPH 15 ~ s REMOVE CHA91S
14' H bN
W _ C+ - - _ 33D 2T' 3' CONCRETE ~ _ ~ SPRMG LINE AT AlJ 0 0 D r tor. - iE~scor~c vuvE BoX ~~1~ ~ coNUTETE THRUST BLOac e' uAx ~ ~ OETAtl. 4,27 ~N cARa iii AT ALL. 4S' BENDS FltOSNED GRADE CURB # CUTLER PAVEMENT O~ • S • • C~
~y _ o - z - y BURY t3TE O~+c. ' 9 ~ ~
ro T~_ f~ = PIPE GRADE ~ ~ 4' U) 6 ~ NoT LESS ntAN t 9 _ _L ~ , 4!~ - , . ND1E 3 7 CU. FT. "";if `u~ _ _
COMMON 1RENCH RACXFltI 6" BEDDING 6 SEE SPEC. SECT. O22I0 y s7 OR A67 1 n1RU T uB+. causFRD sTGNEs>~' ~ _ 0 0534 - ' ( h VALVE BO% 8' GATE VALVE ~ q; It,
S COLLAR ~ REO'TS i0 10P OF PIPE (GIROS U-I) ~-BOTTOM OF P DER d ~ (tY l1FfS MAX) SEE NOTE 5 E } 4'- 0' 41N. OR A$ SHO11N ON :l •.~h • ` i~ At CONC. 9Ek0 SEE i ~ ~f j `C'
5' U.D. OF PIPE 6' d N FOUNDATION SjQp'F MINIMUM SIDE CLEARANCE ~ ~ 1PDIfN wAlL4 YAY NAPE RH11CAl SHALL BE REQUIRED WHEN 12' U.D. OF PIPE 12' UP TO 35" ' i~,. PLAN d PROFILE SHEETS 7- D' 1~1 BikC DETAM. ~ ~ ~ • Q y.. FOR SIZE) ~/~i~ 'rGl~~'~: ~ 5 ~
~ SfX3 W TOAYAL NDWR O<! SOIL CONDITIONS ARE UNSTADLE, HAXIHUM SIDE CLEARANCE/ BUCKf.T CASTING T4 BE Fr. ur sa+n BAa W uw ,n~ ~ i// FRY ~ ("/MAIN ALL CON 9 ~ STRUC110N TO BE IN ACCORDANCE WITH A ill~~~il
~ Tug Bmc~aePARr P' NOTES- AMERICAN MADE ,ESIY~ R£8011~£ THREADED STEEL RODS. m FDR DE1 PREP ¦DPE Y ) c N. z REOI11Pob TM"~D s,Ea. RODS CITY OF RALEIGH AND N (MW, z REaBIREn) t,,7'. ~ BOLT - CDOT STANDAR
~ I 1. for trenches requiring shoran and bracin dime C n 9 g, nslons shall be taken from the ~ , N ~ )side face of the shoring and bracing. ~ ,j . ~ sp Ds AND Y ~ ~s~r MAwMUM aaE 3 4• ati ~aE Rcos ECIFICATIONS.
h e' ~ 2. No rocks or boulders 2" or larger to be used in the initial backfill. (V ~ f '~~11~~(~~l.u TIREADE9 OOlIfM1NC. ~M STAR JOINT RESTRAIN 1' ~ 3' x 1'- 3' x 4' TWCX 01HERWSE hI81ST 5Y5ED1. COAT WTH 2 COATS ~
~ 3. Ali backfill material shall be suitable native maieriol. I ~ v p GENERAL NOTES: ~ SEE SPEC. SECT, 02210 4. Backfill shall be tamped (n 6" layers In traffic areas, 12" In non-}roflic areas. ~ 1 ~ 1. ONCE INSTALLED ANp POURED CONC. CONC, SETDNC etLL BE CF BITUIRHOUS BASE PAdIT OR THTUST BLOCKWO ~,Ag EK)TH G9TE(CTIONS P~LI~ EYE BIXT~THRW~
PARACAAPII 16 ~ S 7K;HT, 7FE STEEL. RODS AND p FOR pap~~ R~ 5. To be used with PVC. COATW w>H 2 COA15 OF ENTUI9NOUS BISE P ' AINT. b (6' tTF15) f TFE STEEL. RODS AND BOUS SHALL ~ FR011 GLAND. W 3/4' DIAMETER THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION Q ~ Q nuwNaus BASE PMNL BY THE TOWN OF
6. Minimum compacllon requirements: y CON CRETE SHALL NOT CONTACT BOLTS OR ENDS OF I 'D' ~ LOCATION S IL TYP D N ITV R JOINT [LENDS. WAKE FOREST. ~ Q C7 Y:T BOLTS OR ENDS OF MECHANICAL ~ (7 ~
~ ~ D/6 ~ ~ Under pavements, Cohesive lolls TOP 12" = 98% _ ~ ASTM D698 91 3. N LIEU aF WELDED PoNC, A YEC-A-LUG JOINT RESTR W PUBLIC WORKS AND UTiL111ES DATE ~ MEC-A-LUG JOINT RESiNNNT MAY ~ USED. ~
within HWY R/W BELOW 12" 95% ASTM D698-91 9 ASTM D 444 AASNTO Y-43) m Un e ~ d r pavements, Cohesionless soils 70% ASTM 04253-93
~ D/B, 4 NMJ within HWY R/W ~J b ~ 6 a SH~ALL~ Non-Traffic areas ~ ~ A '1 ENGINEERING DEPARTMENT PATE u
[R: REalbiEp wffN Cohesive lolls 85°l> ~ + ASTM D698-91 ~ ,o~ y Sal CONg110N5 ARE UNSTADIF, CLASS C CLASS B D d YIN. Non-Traffic areas Coh i ~ NJ. PIPE _ gE 2 ~ 4. es onless soils 6O% ASTM D4253-93 TYPICAL EYE BELT Nor ro scniF
REFERS (TYPE 4) (TYPE 9 U TO 0~ ~ DRYING CaiA1 DRYING CDNDJ 30• dt LARGER 6• FlRE PREVENTION DATE
TOWN OF WAKE FOR SUDDIVISION ADMINISTRATOR DATE
- EST ~ TOWN nT= W e ~nccc-r .r'~.. _ _ . -
~I~v 1 VI ILV 1 A E FOREST ~ TRENCH DETAIL FOR ~ TOWN OF WAKE F TOWN OF W USE STANDARD SIMMATIONS ONLY )F WAKE FOREST
HOT To SCALE 3.1 T(PICAL TRENCH BOTTOM DIMENSIONS NorTo SCALE 4.27 NOT TO SCALE 3.2 a SCREW VALVE 00 GRAVITY BOX v ~ DIP BACKFILL f TOWN OF WAKE FOREST 0
o~ & REQUIREMENTS VERTICAL BEND IN REV. 9-6-99 1 OF 1 C k DETAIL DAB ' WATER LINE DETAIL O USE N1Ri STANDARD SPECIFICATIONS ONLY USE YA7H STANDARD SPEprICAlICNS ONLY REV. 9-6-99 1 Of - - 3END IN NOT TO SCALE 4.11 TYPICAL FIRE HYDRANT DETAIL; NOT TO SCALE 4.14 <ar , INSTALLATION DETAIL
, 98 99 1 OF 1 USE ~>H STANDARD SPEaEicana+s ONLY REV _ ncnnaus ONLY REV. 11-3-97 OF 1 USE VATH STANDARD sPEewcnnaus ONLY REV. 9-21-99 OF Z i
U
r~ N0. DATE REWSION DESCRIPTION BY
En

° _ _ • V
° ~ STRAIGHT ARROW RIGHT OA LEFT TURN COMBINATION STRAIGHT COMBINATION LEFT ~ z °
H ~ ARROW !~1ND LEFT OR RIGHT TURN ARROW RIGHT TURN ARROW ~ a~• ° ~ ~~°o s'-a° 20" ad CONTINUOUS LINES v H
~~`n~En 20 SAME DIMENSIONS APPLY AS FOR zhi ~ ern o SKIP LINES MINI-SK: m z = -I 36" THE LEFT/RIGHT TURN ARROW r'+p 0 ~ r ~ ~ ~ O MINI-SKIP LINES O~ DIRECT TAPER TURN LANE WHITE MINI-SKIP TURN LANE BAYS < 125 F7. ' /-LINES WHITE WHITE MINI-SKIP Z I(
N ~ D ~8 a tLJ~r-+Z mo -I,~ I UGE LINE zm~~m v m a ~ a 36" w4Q~x OODnm a?~~mTt~.:~.~.~.- 4 ~6" ~ LINES O ~ '~iTxU ~(A O - r - TURN•LANE r - f•-}
ZH~pO a 8„ aUaOCry ?mz~D YELLOW OA WHITE ~'_IOHz ~HO~~ LINE r QQ~ W
v h-T~z~ rp O Or ~ - ~=~Z 12" o ~ . a m ~ " C MB ~ru-°-W' z~aom O~cnx Hz~xD TAPER HOFC:~U I t'~ Q~x oO~C)~ 10+ TURN LANE INRRQIY CENTERED tLJaHZ
. ~~D v ro ro 14" 14" N m 0 TNATION LEFT & STRAIGHT apr-+Q nsDroF-+ TURN LANE LINE r I D N - & RIGHT TURN ARROW ° H ~ ~-ND ~ 1 10 SKIP LINES 2 MINI•SKIF aOUe 2~D m 7l'HN LANE BAY 00 x _ D BAY U ~ 2' MINI•SKIP LINES ~=t Zw x~o0 WaQ~-= ~
~ H 1 a" 14„ _ _ ~O ' "v 4" R=40"- ~ - H'H Z'-Dl ~~---~T11Ir~~z~ 4~6" YELLOW OR WHITE YELLOW OR 4 u~l-~OJ zH'oI-~1 TURN LANE BAYS 125 - 250 FT. QUaoc9 YELLOW OR WHITE oO~Q ryG~~H WHITE MINI-SKIP f-xP`ZH
Z O ~ v W p ~ p , WHITE T - 32" N A-28" ry _ ' p Z O h-~i 2• Ha ~-{D WHITE TURN-LANE LINE LINES tnt-~O J O D - 1- - a H H-H D-{ a s - O Q
c`rv „ v SAME DIMENSIONS APPLY AS t~ ~4" 6° a ® 12„ R_ao„ 12 N ~4" CENTER LINE ~ FOR THE COMBINATION STRAIGHT 1 ' T 30' ~ ,3, T ~ ~ ~ ~ p ' TAPER ~ rl
R-20 12„ ~ 32" I AND LEFT/RIGHT TURN ARROW ~ , „ ~ I---' 4~6 ~ ,3 ~ _ _ I--' z 50' TURN LANE BAY d H Wp
6'_4° YELLOW T 40' 5' U' _ ~ D TURN LANE BAYS 250 FT. OA GREATER CENTER BETWEEN FIRST
ANO LAST ARROWS ~ WHITE MINI-SKIP
m ~ MERGE ARROW m RAMP ARROW ~ m GORE LINE 250' -LINES WHITE TURN-LANE LINE
.9 r- (OPTIONAL) o~ 1f1 FOR WRONG-WAY MOVEMENTS ~ Z T D H a ON FREEWAY AND EXPRESSWAY RAMPS N ~ - 8 ~12" x I . t a m -
ti t o ti Z~ D H WHITE T BL - v, _ ACK WHITE COMBINATION O Z 50 TAPER A , ~ TURN LANE RAY a W
D~ 3 ~ ~ o CRYSTALJRED r ~ ~ Q Z ~ Gr C7 ~ '9 H ---i O 1~1
~ m D PAVEMENT MARKER 8 0 0,0„ Q Y J r11 O SK_.--_IP LTNE$ ° z z a T--` q o n o H rn -I DIAGONAL LINE FDA ~ ~ ~ ~ USE ON CONCRETE PAVEMENTS TO PROVIDE ~ D° a N ? 2.6 ? ? ` Q Q Q ~ Z Z z ~ CONTRAST FOR THE WHITE LANE LINE NOTE: H Z ~ = LEFT TURN LANE DEVELOPED FROM 2-WAY TURN LANE N
ALONG { ~ o 8 - ---J.- -~OF RAMP ~ ~ m'~ ° +--•.~'G~l~%'~/jfll~ B THRU LANES AND RAMP LANES. aY m~ z~ a (A 3 CENTER BETWEEN FIRST H Z O
~ ? 2'-6" ? ? O Q ~ ~ YELLOW OR WHITE T WHERE TWO WIDTHS ARE INI tp D ,~0 _ - d p ~ { 3 O WIDTH APPLIES TO O ~ W "i -1 WHITE TURN-LANE LINE AND LAST ARROWS WHITE MINI-SKIP Q H C RI D L5 LENGTH OF BAY LINES ~ WO WIDTHS ARE INDICATED THE FIRST Q D• x Z Z ~ APPLIES TO A "NORMAL" WIDTH LINE, ~ ~ ~ Z -I O 2•WAY TURN LANE 0 ~ W
~ ti 8 4 5 ~ O D 40' THE SECOND WIDTH AP ~ ~ D - 2'-6.. ~-->~p. IQ„ ill CL ~ ~ ~ PLIE 'ONO WIDTH APPLIES TO A "WIDE" LINE. QQ ~ W ~ Dx ~ - - - / - _ _ _ _ Q Q 4 ~ ~ r-
N z ~ 16'-9" 7'-1++ O ~ ~ Z H ~ W Q N y CROSSWALK LINE ~.-'T4„ 6„Y, "WIDE" LINES ARE REOUTAE LINES ARE Z Z Z D 3 t7 _ Jr _ _ a ~ J REOUTAED WHEN DESIGNATED Q W m ~ tJ 50' ~ ~
~ Z S Z H ~~.r,~--__ ~ 10~ ~7- ~ IN THE PLANS, OR WHEN Dl to O G N - ~ Z ~ 8 /24 ~ 1 ~ I 10 10' ENGINEER, E ERAL NOTES H 'Q ~ ~ WHITE T PLANS, OR WHEN DIRECTED BY THE I-- J ~ TURN LANE BAY Z R. ~'7Cy QZ= H
RAMP ARROW J fs N WHITE BLACK WHITE BLACK O •USE THE COLOR WHITE f0R ALL PAVEMENT MARKING SYM90LS. O •T1 W H g 1 so' ± W _ ~ H SAME PAVEMEFfT MARKING LINES, NUMBER OF ARROWS, (p ~ ~ ~
~ ~ AT EXIT RAMP Z O SKIP SKIP SKIP SKIP -DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH G%"~ • ~ ~ H a ~ Z DOUBLE TURN LANES AND TA ANW SPACING APPLY AS FOR THE VARIOUS gJ N J Q G7 WHITE TURN-LANE LINE LANE BAY LENGTHS SHOWN ABOVE x > W N
INTO INTERSECTION AREAS. . STOP OR TRAM - • SVEASE BAR y WHITE TURN•LANE LINE -i LINES MINI•SKIP ~ a 1~ LENGTH OF BAY LENGTH OF BAY UP TO 250' MAX. ~ H Z ~ WHITE MINI-SKIP SPACING -tea
-DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE - - EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS, ~ W ~ MAY BE AEWCED TO 8` _ ~ t I J ~ ~ r C7 t"y INSTEAD OF THE 13' F -r - - - - Z
UNLESS APPROVED BY THE ENGINEER. ~ % ~ 2a' STANDARD SPACING W ~ TAPER Q
-CONFORM All SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR ~ HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 4 RAMP ARROW LEGENL ' S0' TURN LANE BAY ~ ~ 0~0 LEGEND ~ y
SHEET 1 OF 7 THRU 7i. SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS, AT EXIT RAMP WHITE o THEREFORE SLIGHT VARIANCES AAE ACCEPTABLE, HOWEVER, ALL SHEET 1 OF 7 SHEET t OF 2 W 'WIDTH OF 1 1 205.08 SYMBOLS ARE AEDUIRED TO BE APPROVED BY THE DEPARTMENT. 100't , W =WIDTH OF TRAVEL LANE GENERAL N07ES ~ ~ Cy
1205.08 1205.01 « DIRECTION -APPLY ALL TURN LANE MARKINGS AB SHOWN FOR RIGHT d LEFT TURN LANES. ~ M ; ~U DIRECTION OF SHEET l OF 2 SHEET 1 OF 1 ? ~
~ TRAFFIC FL TRAFFIC FLOW -THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REOUTAEO, USE ADDITIONAL AARCrivS •a 1205.01 1205 ~ O5 AS DETERMINED BY THE ENGINEER. SHEET 1 OF 1 ~ ~ ~ ~
I~ a ~ ono
6.40 ' ~ 1205.05 ~ w ~ ~ ~ ~ A ~ 0 N
Level Spreader (not to scale) ° w ~ ~ ~
Definition Anon-erosive outlet far concentrated runoff constructed to disperse flow ~ ~ o ~
uniformly across a slope. ,,~,,,I~,~'K+~µwi"'u"`~•r"~'+" y+ ,1.,,+„ a~ ~1 ,,,,,o, ..u,.H,,,~„ a ~~rn
w ~,o ""'.•=s,,,~~°".Transition Vegetated ,~t'~';y,1r•ot~•,;~ ~..-~t„„N,.,,,
r S T convert oncentrated flow to meet flow and release it uniforml over a sta• diversion :T~ , w~ v~ , r' ~ ~ "°v~ to 0 grade Pu po e o G y ~~~~..un~~, l . oY~ bilizedarea. ~u, ~1~~~,":~'y'T. ~f. Y',~~r „"i;~,. ~~,,,~~n~,~(y~~~~,~,W,EgV~y~~\ d.y" ~,+i. Y 4 wt„~X ~I„ ~~J~
~ ~,j~+i~~;+~,`~ ,~,~~~~vriF:'.xJ3<I ~ v~; 1D ~r air ~`yM.+,.
Conditions Where Where sediment-freeswrmnmoffcanbereleasedinsheetflowdownastabi• R~Y,. e,4,~. 5,~ ~ a°~I"~ ~•w~° • Cross Section
PraCtlCeappileS lizeAslopewilhoutoausingcrosion. ',.A~- •'''~,i+~,.~;uf,yu,s,jM , ~ • ~ a+ x4•St bilized
. ~"•,v.:v.,,ti'' e+~~ ~ti. t, y,l,. a, ~I~ ~ y~ rS~~ ~,•'y,. rV+' .w~ ~ Si0 8 Where a level lip can be com7mr Ceti without tilling. "i u, d~ a• `"1' ~ V ~V` y ;
Stable a• , „ ~ •>l. ,t<'" Material E Variable Where the area below the render lip is uniform with the slope of 10% or less URdiStUrbed ~ h d~„ fit I ,J.. ~ ` + ,a" ~ ~ 'u" stapled in
~ utlet A+„ a, u, L a~,~, ,a+,. >tu° place and is sTabfe foranticipated ilnw conditions, preferably well vegetated. 0 ~ k Yt, w, I• ,t+ d, J.. \ b•~„ ~ ~ 6 I I
~i~ a,.,r.,l„ ~I,, ,I,. „l+„~+,~ .I, e+~~~~ ~~,.a•. - - min I~ Where themnoffwaterwilln,aie-concentrate after release. ,I '~I~ ~I~^ `d" M~„ 'f'' I u~ ~ f~ - I I l,•_
1v„ wlr„ Wln• n„ 1' 1++" vb„ I It_It t - - I ~•-rl k,,.h+~ .I+, .I,~ ,1,,. s,. QI,. ti++~• v~~.r ! ,)=11~I ~I~-T~ _ ( - ~I Where there will be no traffic or~tr the spreader. dl,...b•, ~t+, ~I„ 1,,, Level lip I ~ - ~ ~ ~~I (=11 ~ IIII~II'
w+ 1 a,..t i fir, .1 Hu ,~I' L, of spreader ~I(II~IIII_~~111= 1111= I -il. ~II~
.r 1~.~~, k,1,+, a,. G; w+,=I I I I ~III~~- I I I ICI , = Il u - Plannin The levels readerisarelatirclylow•coststructuretoreleasesmallvoltunesof ---~II' '=~-'~!1!~-' p Buried
I(I1~111~-1111 Considerations concentrated flow where site conditions are suitable {Figure 6,40x). The outlet Flgure 6,40a Level spreader is designod to disperse small volumes of conranlratad Dow across stable slopes, 6 ° m i n area must be uniform and well-vegetated with slopes of 10%o or less. Particular
care must be taken to constnut the outlet lip completely ]evol in a stable, undis•
Curbed soil. Any depressions in the lip will concentrate the flow, resulting in Flgure 6.40b Detail of level spreader uoss section. erosion. Evahrate the oudct system to be sure That flow does not wncentratc Grade-The grade of the last 20 feet of The diversion eftannel should provide
below the outlet (Figure 6.401+). the level spreader is most often used as an out• a smooh transition from channel grade to level at the spreader. The grade of thr. ~ stabilized slope not to
Ict for temporary or permanent diversions and diversion dikes. Runoff water spreader should be 09'0. 5. Disperse runoff from the spreader across a properly stabilized slope not to containing high sediment loads must be Treated in a sediment Dapping device exceed 10%. Make sure die slope is sufficiently smooth to keep flow from con• to keep flow from con•
before release in a level spreader. Spreader lip-ConsDUCtthelevel lip on undisttubedsoil to uniform heightand centrating. zero grade over the length of the spreader. Protect it with an erosion•resistant
material, such as fiberglass marling, to prevent erosion and allow vegetation to 6. Immediately after its construction, appropriately seed and mulch the entire ;d and mulch the entire
Design Criteria Capacity-Determine the capacity of the spreader by estimating peak (low become established, disturbed area of the spreader. from the 10•yr storm. Restrict the drainage area so that maximum Nows into The L
spreader will not exceed 30 cis. Outlet area-Tfie outlet disposal area must be gecerally smooth and well•vegetated wish a maximum slope of 10%. MalntenanCe Inspect level spreaders after every rainfall until vegetation is established, and don is established, and
Sprcaderdimensions-Whcnwater cntersthe spreader from one end, as from promptly make needed repairs. After the area has been stabilized, make peri• i stabilized, make peri• ~ r U U
a diversion, select the appropriate length, width, and depth of the spreader from Vegetate all dismrbcd areas. odic inspections and keep vegetation in a healthy, vigorous condition, Table G.40a. ous condition, ~ t~ J L
Construction 1. The matting should be a minimum of 4 ft wide extending 6 incites over the Reference$ SurfnceStQbiiizarion ~J L
Construct a 20-ft transition u etion in the diversion channel so the width of the 6.10, Tem r Seedin diversion will smoothly mrrl the width of the spreader to ensure uniform Specifications lip and buried 6 inches deep iu a venica] trench on the lower edge, The upper Wary g ~ ~ ~
outflow, edge should butt against smoothly cut sod and be securely held in place with 6.11, Permanent Seeding closely spaced heavy duty wire staples at least 12 inches long. ~ Z
Rrutotj•Controi Measares Table 6.40a L 4~
Minimum Dimensions for Design Flow Entrance Width Depth End Wldlh Length 2. Ensure that the spreader lip is level for uniform spreading of storm runoff. 6.20, Temporary Diversions 6.21, Permanent Diversions Level Spreader cts -•-•minlmumdlmenalonlniaet-• ~ L
0~1 o i o 0.5 3 10 3. Conswct the level spreader on undisttrrbed soil (not on fill). Uc ~ ~
10.20 16 0,6 3 20 20-30 24 O.I 3 30 4. Construct a 20-ft transition section from the diversion channel to blend co
smoothly to the width and depth of the spreader. ~U
N 1.. ~ i ~
6,40.1 6.40.2 Q
0
~ a~
I N~~
.~.r -
=o
2'.e° cuaTt a ctrrrEa 20~ EMENT * END SREATyERi , > s>f oeTUl s1o + 311 „GSA`
~l.T To rQP To rtEAO 'sra~' . ' i ~2~\y~ 1 ceslrw (4 REOb) I~ r < ~ Y ~
r,; I I UTILITY STRIP I rt+u I Standard Conaeta vARIES s' I r l C.~ a~ ~ ~ a~ ~ d~'t+~IO~' SEatnE , ~ ~ r
'•;~P°, ~ Q:o,°'~l I ~ Ditch Std.8~a0.01 4 Ex. AGPHALT ASPHALT ~a , ~ k4.~ I I (RipRap or Matting) , ~I. ' ~ w/vatT~t I ~ ; ~ 1 dl i. ~j ~ ~1 P 1~ 1~~ C ~ ~o+~
Cp~~~•• I I ~ ~t~q h 9 T, PhY l I RN! t~z t '~ii~ ~ ~ ~ ~ ` ~ ~
•W ~ , ,
sl rlav I 1 I I I ~ G ~ , 1 a< ~ s,ps yi) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
I 1 COMPACTED SUBGRABE STONE BASE PER 1 1 ! ~-ASPHALT Fl.ARE (SEE DETAILS) TYP. CROSS-SECnON . a~,I1r,~ aAECASr owv>E Antos ~ ro BE . i ° a. ,pf t~ ,~~a ;,s;~ ~ CITY OF RALEIGH AND NCDOT STANDARDS AND
I 1 I I rwTH etaa a YDRTAR courtsE. " ~ ~ SPECIFICATIONS.
I _ A OFFSET CURB PAVEMENT WIDENING I I ~"i-2 ~ NOT i0 SCALE 65 ,iR~j i = *i 4' OR E' PRECAST I ` 57RFIWiH T14E N MORTAR R 5'IPoI~ ' ilUSti RiSIDE t WT , GRACE AlNGS , ' jr' YAWNIY OF THREE
I I 1 I n 4 _ E ~r 0 AN BITUMINOUS VIII USE APPROl4D 1 AuorlEO aR , 1 r 1 r ~'i 01HERNISE ADD ~ BASE SEALAIIT APPUFD TO 10P °~'k~' A"~ Y/
t 1 6 CABC I I qtr ~ ° of ~ secnoN ~N ~qRO ~~~i ,A~r' „b~ q ~i
I I ~yn I ~ 0 ~ p, 1'/ Ir'9. • r-CURB & CVTTER M' SNP ' ~ ~ i ~9 MAIRIFACNRE io ,
1D' R. 0' 8111 V L y dl 0.Yl1LLdd o ~ a Qa R.aTr I d _ LOCATE STFPS a' ~ 1 ° ,iTI v . `Y If - .y,~!~' ~ F>iaw oun.Er a I t , 6G ! ' Q~Y ~ S , 9 . PFE. sTEPS BY Y.A. ~~pa ' usE ECCFNTPoC CONE 6 ?o ~ iv t` = r _
N I SIGHT TRIANGLE ~ ~ - ~ - ' - I I vro.l NTS o { w U I ~ lee -1F~~Er - RIG. I ~ r 9 <y 'mss, ~ Pf ,a~ ~ _ ' 030534. - P51-PF OR EQUAL '0 _
~ ~ I t____ a _ _ - i NOT( ~ ; \ NOTE: ~ * ~ ~ F ;,°r s~~
~ a THIS R.ao' ~ LARf THIS DETAIL APPLIES FOR a w~, ~ • ~"ECG . Q ~ LARGEST PIPES SHOWN di rh , Au aaNts ro eE T,t s w PPEEUAI~o 4 o ~ ~ ~.r< • . ~ N • '
R.aa ~ BEL( w a = BELOW (LE.: 30" FOR ~ •1d ' « ~ ~ ~ earn te~emt pusnc? ~ ~tHO r ~,~'j,~''' w ~`j~ FR ~~VAv f 4' LIH k 42" FOR S' MH) ~ •1 ~ AA9HT0 M-19Q AS1Y, C-R?O. FFC SPEC ~ ~ l/f f Y 6 • ~ ~h ««K'.~ ss.s-QOno(z>a) ~L~~ ~ t+ ~ ,f~'n ,~~f 1~III1111
pp ~ 6' Irmo t: A4N. OR AS TRFCrEO Tn olsr. EHCZ WITH WITH INTERIOR ANGLES • 'I« ,,,ti.,, ~ i ~ ,~'j•.°''~,.~ ~ AS FOLLOWS: y~ o
EDGE OF IAYddENr D ~GE.OF IAYFAtEM 1Z,O' PUBLIC ALLEY ~ I ~ I C N ~ ~ 1 ,~1 PRECAST MANHdE TD MEET ~,,d' i ,Ep • '~~~•"~r
Nj ~ (I~l ta^ BACK OF CURB a [a~ , , j~, I ~ I REQlARE1R?ITS Y-1A~ j"~, { " ! " ~t '>i CONSULT WITH ENGINEER ~ { I a u>4 AASNTO ~
o ~ - IOA ~1..~.: I'. ` F 0 30• CURB & GUTTER ~ _L___ "'•-s 90' N pOSTtNG ROAD EDGE OF IAVFMFM - .:,v~J,.~~h`+,, ,^:+,lye~.?1;;,::.~*.:^,. IF ANGLES LESS THAN i I 90' ON TWO INTERSECTING ~ ~ P~ W
-t- " PIPE 0\0 EDGE OF IAYFMEM I ' PIPES. ~ ~0~~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION Q ~ Q j f001 r~ f ~ BY THE TOWN OF WAKE FOREST. ~ 4 O
N la ~ ' J s»PE QF CHARNEL nwu ~ ~ tt f~ N " W
3 a"Y 5 C N R E ID LK b ' f I _ T B CURB END TAPER j F ~ tf~ ~ MANHOLE . aoe' ALL d PUBLIC WORKS AND UTILITIES DATE ~ « 'j UNtFSS SHOWN O1f~AWSE ~M f~~ t, ~
B" CONC. PLANTING STRIP NoT ro scALE aN auas. ~ ~ ` Pr+ECASr aPFNNO REawwfn ~ ~ ~dl ~ "
~ easements ma be required to accomodate drainage beyond the right-of-way, ~ ^ NOTE: Permanent Drainage Y ~ ( ' •d'~~' a~i N~~oPQUaT ~o Ai P~1E la w ~ ENGINEERING DEPARTMENT DATE I t q S ^j sEE PUJIS Fat RPE sI2ES ~',,~~1~'"§1~
9 ~ t' .5 12,0' .5 1' !1 ~,AR a N inR~rT 1~aN eLANKEr ` i ; ~ `.,v ;'1 NoiE: ust: e• EztEtnm D~ FlRE PREVENTION DATE
a RECOMMENDED ROAD CONNECTION ~ (NOTE 10. oaTAa. R.a>) g 6 , - ' BASE wro+ TorAl wt Y '~i tE1piT EYCEFDS 17
~ AND GUTTER 19 - WITH CURB ~ F7 ''r~` ~ SUDDIVISION ADMINISTRATOR DAZE
STREET PAVEMENT I
U i Z
D x SEE ISLAND DETAIL IF AN INTERIOR TOWN OF WAKE FOREST ND IS TO BE INSTALLED 1 ALLEY RAMP DETAIL ISLAND -TAX TOWN OF WAKE FOREST TOWN OF WAKE FOREST
TERMINAL END OF CURB NOT TO SCALE 2.3 PRECAST CONCRETE NOT TO SCALE 2.60 STD. 3' x VARIABLE LENGTH NOT TO SCALE 2.56 0 4 DIA. MH JE NA • . BOX WITH 2 x 3 C.B.
00 at SHOULDER SECTIONS R~f4 O 5 USE VAIN STANDARD SPECIFICATIONS ONLY - REV 9-3-97 1 OF 1 USE WTH SWUNDLCD SPECIFICATIONS ONLY REV. 6-28-02 1 OF 1 USE YdTH STANDARD SPEWICATIONS ONLY REV. 9-6-99 1 OF _
FIGURE o
NO. DATE REVISION DESCRIPTION BY
U

0
om H ~ V
w z H'iZ , H
D C8 O O F SN,'0c~1P ~ (n 3„A 6' SIDEWALK (5 STD.) O 171 O H CA p P QVPy1PS01 A H~- m t- O ~ •-•I ~ P 0 ti0, 5 UTILITY STRIP B ~ Q ~ ~ z ~ n
2' DETECTABLE 0. D2 IMIN, 0.01 MIN. Q ~Q-- 3 -I I"I Z '"lam D 5 i$TD. 2'~e" CUAe D.OB I((MAK, 0.04 MAx.~ 4„ Z Z H • Z ,n O ~I~ d GUTTER SHORN 0.04 (NOAM~ 0.02 NORM,j H ~ O U ~ PROPOSED O ~ I 2' OETECiABLE H }
ZmzDm °qCk ~ 1 w-I~HZ DHO70.1 ~ DAOi DROP CURB W N] ~ Q Q ~A
D V w Z H -t D Z ~ ~ H ~ 2.0 / EY,gCr g.. iz;t MAX. RAMP f- V ¢ O = O 77 -I . - ' - _ z~x ~ r -----r--------------1 H O D U ~ LLJaHZ I
CD 2~ Z ~;rP • pJ'v, oq°a x Q ~ N T~ D ~ m I - ~DD I, H= Z Z~ I----- _ OOU= ~ ~--------'"r
-I V asF !1 J S.DO s.lg ~H , ?NarN SECTI__ pN g g o~ptHnQ ZHomm ~ rO~fNO WQQ1I,= I-U~O~ry V
O e 7FS Z w~ C7 77 H ~ o r - ~<k Z RAl Z ~ Z ~ ~ 2/ ` SIDEWALK 3'.q^ D ~ D ~ . SECTION B-B ~=~zw O C4NWOJ
A t T C ~ TOP F Q-~ D~ 'H V` AANSITSON CURB THANSITfON w ~ H v ` ~ / e% ~ A ~0~~ 3'•d" Z H ''ww
O O ~ I ? SFF ~t ~ ~ . t , Z -a TES°~~' V -MIN V1 OAOP ~ CURB ~"E
,ttR 4` n R>Y JPa~ VAAiASIE SLOPES NC7 \ i v/pP 1 \ Y ~ - - - - - TO ExCEEO 12:1 (B.33i1 ~ - ~l ~ 5~ i j - - ' - a o I , _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ a _ _ _ _ _ T_ _ ~ _GUTTER 0
SECTION A-A m " ~ ~1Y-'- SIDEWALK SIDEWALK PAOPOBEO I4~
'-'I PAOPOSEp DETECTABLE ' y ELEYATI N ISOMETRIC VIEW ~p ~ _ _ wraNr- %G' EIEYATI N 2-~?E~?~E CURB ~A WAANIN6 DANES CW
m O O z Z ~1 G SECTION A-A G a
O AoaDW ExPANSIDN JoINr stDewALK 1.1 ISDMETRIC VI - ` ' EW i- AY ROADWAY ISEE STD. 876.01) C[ O H PLAN SYMBOL PLAN SYMBOL O m
'2 ~ NOTE: A PDATION OF ONE OA BOTH RAMPS LL. m = CCF CR MAY EXTEND OUTSIDE THE RETURN, m F'I Z ~ ~ ~ ~ ~ Z OC I~
a x Z ~ EXISTING CURB CUT FOA fOR PROPOSED Z SIDE14ALi~ ~ O FUTURE RAMP WHEELCHAifl PA41P W ~ H I I II %ISTIN I O Z ar I I I I IDFWAL ~
m w EXPANSION JO[NT ~ y (n -~--rr`~-r---r- C ~ ~ NOTES: o SEE $TD, 848.07 3 I II ~ I Q
~ D 1. DETE ~ SEE NOTE 1 ?~o~ j Q ~ ~ Q I I Il I I CTA9LE WARNING DAMES SHALL COYER 2'~0" LENGTH ANp FULL WIDTH OF THE ~ F"~ R1 p 1. DETECTABLE WARNING WMES SHALL COVER 2'•0" LENGTH pN0 I II I I ~ ~ H RAMP FLOOR AS SHG7M ON THE DETAILS. w FGF~~~F r' " F <~1P O C. ~ C7 Z m FULL WIDTH OF THE AAMP FLODR AS SHOWN ON TH I II I I ~ 4 I. ~ z3t
~ l.,t 2. THE VAMP NAY BE YELLOW IN COLOR OR ANY COLOR WITH A 704 NTRA 9 E DETAILS, 'Pq~F Ff~ I"t [ 2. THE RAMP MAY BE YELLOW IN COLOR OA ANY COLOR WITH ~ I~ ~ vr^ C O GO ST RATIO, A p EXPANSION JOINT J JJ ~ RI ~ A 70k CONTRAST RATIO. ~i -j / s Fy SEE iD. 846,01) H = ~ ~ W ~ H I II ~ I I Gd I 1 I E"i V I ~ QWJ
-A ~ RM/Pr. WI_~iH AREA IS VARIABLE W A WtAig„ X B SIDEWALK ~ ~ ~ 1 1 I 9\ 1 1 w' _ cd , 2.0~ ~ ca: J W V ~N SEEE NOTE ;.~j€,, LE~'~ ~ O m W ~
5' 0.0' S.8' S.8' S•0'• Z ~ \ ` \ ylrv H 6' 0.0' 6, B' 8, 8' 8.0"' ~ 'J V ~ ~ ~ ~ RAMP WIDTH AREA IS VAAUBIE N ~
0 0 0 0 0 0 r o. o' ze' 7,3' B.s" D W mr~ \ ~o ~ =W I ~ O.dS'R 8' 0.0' B.8' 7,3' 8.5''• TH}S PORTION OF AANP / r m ~ Qo o 0 0 0 l \Z ~ ~ . I ~ H m h~ I ~ n
m z Qo ° 5' 2.0' 7.8' 7.8' (n Ci ~ ~ 0 - \ 6.0' CROSSWALK LIMITS. H j ~ Z ~ 0./5'A \ \ - ~p O 0.70'R 5' 2.5' 8.3' 8.1' 4.8' (SEE NOTE 13) ~ } ~ ~ ~ 1 ~ N O ~ N W H ~
~ ~ Qo ~ 5' z ~ ~o ~ Do 0 ~o.2a'R ~ cn ~ ~
o~ ~o 0 0 0 6' 3.6' 9.3' 6.4' 4. t' Z N ~ ~0 0 0 0 0 ~ ' ~ ~ ~ ~ ~ 0 0 0 s 7.o' s.s' s.a' a.e' W m O O O O U v ~ Z ~ ' t~ ~ I 5' 4.8' 10.3' 8.T 3,4' ~ ^ Q ~ ~ ~ ~ ~ ~ SEE NOTE P ice,"';;-',_ I N . ~ r _ Z'x
5' S.0' 10.8' 8, g' y I' SEE NOTE i ~ Z - - - - 44.T.,l O.a• .35• ~ ~ THIS PORTION _ _ I ~ z W ~
B X-(Ati9") SEE N07E5 ~ ~P ~ 1 ~ MUST FALL WI e , 2 7 , Tl i` .35' ~ ~ ~ ~ ~ CAO~S'~IAZKTI • ;~'~.r . B =DISTANCE FAON FRONT EDGE OF SIDEWALK 1.._ w H rn ~ THIS PORTION OF RAMP ~ . ~ ~ ~ ~ ~MUGT FALL WITHIN hr~ , ~ F. Q ~ ~ CAO~S~iA1KT1ETIYS ~ ~ `L = ~ _ _ _ N f" ~ r
~ n[GSi CL1S5 •g• G ~ (SEE NDTE 13 CoNCPnC TO BACK POINT OF 12:1 (0.334) SLOPE, - - - _ "BACK OF SIDEWALK OAOP AEOUiAEO FOA ALL O ~ ~ - - - - (SEE NOTE 1O) ~ Z
RRFU57 CLASS B' ~ ` . stDEWALK SLOPES. PLAN VIEW 3 coNCRETE _ SHEET 1 OF 4 ETECTAB____LE WARNING DOMES BACK OF SIDEWALK DROP AEDUTAEO f0A - - [ SEE NOTE 1 - ~ - - ' ' ~ - ' SEE NOTES ~i' O ~ U
smrwALK SLOPES D.D7. WAL RAMPS m DETECTABLE WARNING DOMES 848 D05 ANY RADII (40" uIN. FLODA wtoTHj SHEET t OF 4 PLAN VIEW - N ~z b ~ z - W ' D~a o
848D05 SHEET 2 OF 4 DIAGONAL RAMP VIEW ~ a ~ ~ ~
848D05 leo° M .2FLOOA wiDTH j aL tuMP PLAN VIEW ~ y W ~ ~ ~ AADU Dais Anolis SHEET 2 Of 4 ~ ~ ~ p ~i iCOA W1DTH) (40" MIN. F100R WIDTH) ~ ~ O ~ N
848D05 ~ v, ~
0 O
om H ~ "i ~ o~o; rr ~l o ~
3IH• Z O ~ m
~IOH~~O NOTES: z
HZ QIQ,.3 ,~i'iZ o O ~ C7~ HZ-,~ ~ V D H O ~ 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70~ CONTR o~ H }
ASTING COLOR 70 _ Z D m o o °a = z m o m -ice 2. CROSSWALK WIDTHS AND CONFIGUAATI N _ ~ a O ¢ O H Z,~ Z D 0 VAAY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. ASTING COLOR 70 THE SIDEWALK. F' Q
O H m H U Q o z S O D n m S• NORTH CAROLINA GENERAL STATUTE 136.44.14 AEO Z~T ESIGN STANDARDS. H GC U U O
n = ~ z ~ ~ H 'n z ~ PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORAECTIONHOF UTILTIREET CURBS BEING CONSTRU ' ~ D x z w = cn O O ROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONSDWHEA ANY RE 3S BEING CONSTRUCTED OR RECONSTRUCTED FOR MAIN O O ~ = z fERED FOA ANY REASON AFTER SEPTEMBER 1, 1973 SHALLNCE W Q z W
~ ~ G9 O ~ u-~,~ ? ~ o H ~ PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. RE BOTH IONS WHERE BOTH CURB ANO GUTTER AND SIDEWALKS ARE ~ U ~ O ~
00 9 zOr~i°C I ~=~Z IN ADDITION ' g D SECTION 22B OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISIOI Z ~~?0 ~ D D D AFTER JULY 1,1976 YIHETHEA A SIDE a H j --I WALK I5 PROPOSED INITIALLY OA IS PLANNED FOA A FUTURE H-=~ZW :QUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION O ~ O ~ Q
~ p H ~ p O THE AMERICANS WITH DISABILITIES ACT ADA !ED FOA A FUTURE DATE. °z ,H~
~ SIDEWALK ~ SIDEWALK Z PROTECTIONS SIMILIAA TO THOSE PROVIDED TO PERSONS EXTENDS TO INDIVIDUALS WITH DISABIL: 9 _ ~ RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN D ON THE BASIS OF RACE, SEX, NATIONAL \q ~ SEE NOTE 12 ' ESIGNF.D TO COMPLY W .LS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS a SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL w ~
SEE NOTE 4 ITH THE CURRENT AE 'H THE CURRENT ADA STANDARDS. O
~ ry 4' ~ 0" TYP - t 1 4, PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON TH s'3 AS DIRECTED BY THEE E PLANS OA AS DIRECTED B
I STOP LINE NGINEER WHERE EX Y THE ENG1 SIDEWAL ~ I TWO R P ISTING LIGHT POLES, FIRE HY _ DRANTS, DROP INLETS, E1 K SIDEWALK ~ o AAE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN TH CTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS DROP INLETS, ETC. AFFECT PLACEMENT. WHERE
AS NEAR PERPENDICULAR TO THE T E RF Z SEE ~ - - `aio RAVEL LANE BEING CROSSED AS POSSIBL NOTE 12 ¢ SIDEWALK E• BETWEEN THE RAMPS. PLACE DUAL RAMPS
O 5. PAY FOA ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEEL f- SEE N~~ _ 4'-0" (TYP) j SIDEWALK ~ CHAIR RAM H ;NOTE 3 ~,'o O m 6. PAY FOA AL PS A5 CONCA R RAMPS A5 CONCRETE WHEELCHAIR RAMPS. x;50. YDS.)
R=1 ~ STOP LINE ~ ;o'er SEE NOTE 4 - U- ~ L DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED _ - - ADJAC JTTER USED ADJACENT TO DEPRESSED CURB. ~;~N. FT.) CC
m \ C7 a E 7. SUCH PRICES AND PAYMEN Z ~ H,, TS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS p \ NECESSARY TO SATISFACTORILY COMPLETE THE WORK. ,LABOR, EQU n ~ m SIDEWALK ~ - H Z ~ [ALS, LABOR, EQUIPMENT, TOOLS AND IN O
~ = D ' Q ~ m 8. DO NOT EXCEED 0.08 CIDENTALS W a C_
~ H R1 d (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF ~ ~ TO THE GRADE OF THE STREET. Z
n fi r ~ ~ o ~ ~ C n ~ 9, CONSTRUCT l4HEELCHAIA RAMPS 40" _ (3 -4) OR GREATER FOR DUAL RAMPS. ~ ~ O DETAIL SHOWING TYPICAL LOCATIDN OF WHEELCHAIR AAAI?S J Q aJ D 10. USE CLAS 3 ~ ~ ~ L
H D S B CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYP D PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS Q = ~ I N r E o ~ ~ Qj ~H NON-SKID TYPE SURFACE. U
H F- O I C 11. PLACE A vp" EXPANSION JOINT w J U ~ D WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SE p I -I 17 Z DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR W ~ D 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES J _ U U E CURB AND AS SHOWN ON STD. DWG, 848.01, H Q m ~ ~
~ L7 RAMPS PEDesTfllatJ CROSSWALKS AND sro? LINES = W ~ WITH ALLOWANCE OF A 4' CLEAR Z NO CLOSER IN THE INTERSECTION BY BISECT H ONE IN THE VEHICULAR TAAVELWAY WHEN ONE RAMP IS INSTALLED ON 8 FQ- ~ n~ Y BISECTING THE INTERSECTION RADII, W V ~ W
O ~ 13. COOADIN T 1MP IS INSTALLED. (SEE NOTE 17) W 'A L
~ 'U 3 ~ O THE PEDESTRIAE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR C7 N CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24~ OFEFULHA Z Om THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES, L OF T V+ HE WHEELCHAIR RAMP WILL FALL WITHIN ~ W O SO 24" OF FULL HEIGHT CURB FALLS WITHIN H =
W ~ ~ 14, CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDT ~3 ~ Z
H OF 10 FEET 0 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LAN ~ ~ )TH OF 10 FEET OR GREATER I5 DESIRABLE, Z L W ~ _
VEHICLES ARE AEOUTAED TO STOP IN COMPLIANCE WITH A TRAFFICWSIGN IT IS IMPORTANT TO INDI ~PORTANT TO INDICATE THE POINT BEHIND WHICH U
SKEW h1AY AEOUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TL, STOP SIGN OR OTHER LI 0 THE INTERSECTING AOADI PROPOSED WHEELCHAIR RAMP 16, TERMINATE PARKING A MINIMUM SIGN OR OTHER LEGAL REQUIREMENT, AN UNUSUAL APPROACH ` ' ITERSECTING ROADWAY.
ALLOWABLE LOCATIONS OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. SHEET 3 OF 4 PflOPOSED OR FUTURE SIDEWALK " " ' C O
• 17• PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF TH S48DO5 DUAL RAMP AADIL , • „ANY PUBLISHED B E SHEET 3 OF 4 Y THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMEN~FTUNIF( ~ U MANUAL OF UNIFORM TA W
'SHEET a 0= 4 0 THE 848D05 848D05 AFFIC CONTROL DEVICES (MUTCD UPPLEMENT TO THE MUTCD. ~ ~ AA,,
Q W SHEET 4 OF 4
848D05 ~
C
W N
~ ~ ~
Definition A t«rparayrtdgs or mowYOted chamd ar canbhotlal r{dge and channd construcisd sass elophq one predttermined grade. ~ ~ ~ L
=o
Purpose To protect Talc area hen updape runoff and to ehwrt eedknent-laden rater fA appropriate tripe or st~Ja outlets
a~
Conditions Where Thb proctke applla io conetnullon areas There runoff am be dhrrted and akpaed
Practice Applies iotwtpri nt'ona co~ifdkkne°'' 't0t~' a "°°d d°"°qd sp°elflc • abaw dkturbed esblhq elopes, and aorw cut or RI siopst to pretiwnt
runoff over the elope;
• aaoa unprotected siopet, a eiape brsdu, to reduce elope bngth;
Y 9rr 9rr 3 rr • blow elopes to dhert axes runoN to stab6hed autlel>: S 8" RAD. /d RAD. • where neeeed to dvert sediment-laden water to eedknen ( troPK
~ I' RAD . • at a near the perh»ter of the constructbn areo to keeq sediment from
~ (V leovhq the dta;
n ~ ~ • above dk,turbed area before etabllxatbn to prevent erabn and mohtah p, = p oaxpt~is wolkklq condklons. ~~~,,,I,~,luul„
N o D ~ n • Temporay dhwrsians may des serve a sediment trope when the eke ha
U n ° o ~ wbeen over excavated on o flat grode~ they may dso be used h can}mctbn / tedknmt fence. d. ~
1~" RAD. , o 1 -6" P l a n n l n g It 1. knportant that divenlans ors propxly designed, aonetn7eted and mahtalned
~ sloe they ooncentrote water flow and tnaeaw arodon potenld. Partkulor core :;7
1' - 6 " CURB AND Considerations must be taken in planning dlvereia, grodea Too much slope con recall h eroetw GUTTER vdodty h the dlNerwbn channel a of the outlet. A ahonge o} dope from steeper m prods to Ratter may cause depoeilbn to oaur. The depadtlon reduces oorry}19
capaaky and may cave overtoppang and falura Frequent hapectbn and tkndy N mahtenaa aro asantbl to the proper functlonhq of divenbnt, ~G~ ~1 . f`LJ o
O ~ Sui"elent an must bs ovalabls to eamtnlct and properly maintain divenbns. It fir. !n., - ,o° r
~ b ueudly lea costly to ettavate a channel and form o ridge or dice on the vi dam H side ~ ~ nepol than to bold dherslans by other methods. Nfiero spas ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL '~T~r~I; "~~;,,`i,i~,.
O y eceteary to bold the ridge by hauihq h dldnq materiel ar O uehq o elf fence to dhert the flow. Use grovel to form the dlverdon dice CITY OF RALEIGH AND NCDOT STANDARDS AND
N where vehlda mutt son frequently. N SPECIFICATIONS. c
3 z Compocted soil min ~i ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION Q ~ Q
b BY 1HE TOWN OF WAKE FOREST. ~ Q ~ 0
1, ...V a ~N PUBl1C WORKS AND UilLI11ES PATE LU
,'i.. - E m ~
-=il 1=r••i~1--=i'i i~=i•I i=~ i - - - a - - ENGINEERING DEPARTMENT DAZE b ~
_ - - - - - - - - - - - - -
FlRE PREI'ENTION DATE
8' typlcd SUDDIVISION ADMINISTRATOR DATE
Q
/R
00 v
o TEMPORARY BERM ~r ~ N,7,S. z
LO d z
U
N0. DATE REVISION DESCRIPTION BY

WAKE COUNTY SEEDING SCHEDULE Seedbed Preparation: 1. Chisel compacted area„ and spread topsoil three ~
inches deep over adverse -:oil conditions, if available. ~
\ ~ ~ I Mixture
Agricultural Limestone: 2 tons/acre (3 tons/acre in clay 2. Rip the entire area to ::ix inches deep.
- r, - . ' - - - - - ~ "rte ~ _ , Fertilizer: soils 3. Remove all loose rock, roots, and other I"'~ Superphosphate: 1,000 Ibs/acre - 10-10-10 obstructions leaving surface reasonably smooth and ~
. _ r ; - 6 ~ ~ _ -----.T _ . T~ m. ~ _ ~ . r Mulch 0 Ibs acre - 20% anal is uniform, ~ ~
> i -_..~Ar.---`-::x~.- :.:~S~i-^-----~~=--.-'"^..-=x?.-.x.,--••rw~. , .-:.~J(-u;~;^'x , ° ..-X."--_"-,"--~ .X-•^-•'~`~,-1G , ~-.~,x-'. •X. X ~M_: ~ ` T,., a } r g I - ~ ~ s _ ~ , $ r~8; ~T r T~ r~~ ~ ii ~ ~T ~ ~ 8 i 'T _ r r T r i °o'T ~a ~ I_'~- 1~'" - - Anchor: 5 0 / ys - - 2 tons acre -small rain straw 4. A I a riculturol lime, fertilizer an ~ / 9 PP Y 9 ,
r ~f+. r r r r I. r r ~ o ~ ' 4 ~ ' r r g r pk~~'~~ ~ -,ate, • + - . r, f - ~ er.~ mks-«.l s'-~~r~~oms- ' ~ ~ ._Y ~ t ,..k ~ ~ ~ ' ~_,y _ Asphalt Emulsion at 300 dsu er has hate uniform) and mix with soil see r ~ P P P Y ~ ,
w . _ . ~ _ . ` x ~ _ a . e s i yc`` F F / 7 . - - --mot ~ e ~ • als acre I 9 / mixture). ~
t / 'lr 1 Seeding Schedule 5. Continue tilla e until a well- ulverized firm ~ 9 P ~ V
BASIN' - = ~7t~ f for Shoulders, Side Ditches, Slopes (Max 3:1): reasonably uniform seedbed is prepared four to six
- ~ ~ RP ~ ~ ~ . ` BASIN A~ f~ ~ Date Type Planting Rate inches deep. ~
2 11~ 0 6~~, - , : ~ ~ # ,1J ~ 3 Aug 15 -Nov 1 Tall Fescue 300 Ibs acre 6. Seed on a freshly prepared seedbed and cover ~ / seedin e i ment or culti ack Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs acre seed lightly with g qu p p
~ 0. ~ I TEMPORAf~)~,rr~ ~ ~ ~ ~ ~ - - - - . ~~r ~ 6~ ~ , " 6' r ~i"' - r 15 / din . Mar 1 Ap Tall Fescue 300 Ibs/acre after see g
' BERM r~,llr r - ~ ~ D•~•` tig9 12.8~~5 ! Apr 15-Jun 30 Hulled Common 8ermudagrass 25 Ibs acre 7. Mulch immediately after seeding and anchor Jul t-Aug 15 Tall Fescue AND Brownto Millet or / u
- - • *P* 125 Ibs/acre (Toll Fescue); 35 m Ich. Sorghum-Sudan Hybrids 8. Inspect all seeded areas and make necessary
S , , ~ r r , , ~ ~ , ~ , BORRO+~ SPOIL.,. . ~ - , p~ ZO , ~ Ibs/acre (Browntop Millet); 30
~ - r , - ~ . , ~ ~ . • r~, ~ r ~ _ _ - . ,l,l , r ~ - Ibs acre Sor hum-Sudan H rids repairs or reseedings within the planting season, if / ( 9 Yb ) I~ possible. If stand should be over 60% damaged,
~ ~ s i~`tiw..'.. Sao / .f re-establish followin the on final lime, fertilizer and ~ 9 9 1
C For Shoulders Side Ditches, Slo es 3:1 to 2.1) seeding rates. ' P ( 9. Consult EFS Environmental En ineers on
~ IIEi 1 ~ y , _ i,~r rler /rsFs ~I~ _ i` 1 ~!t 1 I rl~ ! !i J~e,~ ~V - 1 _ . . 9
` { t ki t f _ _ ~ r r r ~ r {''"w ~ ~ ~ l ' s- r , ~ e 6 e y 4 ~e ~ ! , fit, ti , I ~ f , r at ~ F ~?~a ? ^r irr r -.F rr rt ~ w' ~ ~ i . ~ r ~ ,i, y .qi , 4 r r l' 1 rrrr :rrn, o r r' r r is s,.yr (li Mar 1 -Jun 1 Sericea Lespedeza (scarified} and 50 Ibs/acre (Sericea Lespedeza); maintenance tratement and fertilization after O use the following combinations: permanent cover is established.
I i I I( ! I t Mar 1 -Apr 15 Add Tali Fescue 120 Ibs/acre
• x / tya S S I ~ , ~ . x 'x,,,'"~~ u ; ~ r . , ~ Mar 1 -Jun 30 Or add Weeping Love grass 10 Ibs/acre V
t • e ! , ~ r f ~ i ~ t ~ y~ t . _ ~ i } ~ a 61x, 1p.~...~~ , . , ~ "'r' ti: t Mar 1 -Jun 30 Or add Dulled Common 25 Ibs/acre 8ermudagrass ~
a• , o ~ ~ ; , , t 1 i i 3 ~ _ Tall Fescue AND Brownto Mullet NOTE: H Jun t Sept 1 .p 12o Ibs/acre (Tail Fescue); 35 SEDIMENT BASINS ARE TO REMAIN IN PLACE ~
~ . • _ , ~ ~ T . i ~ r M~ ~ ~ or Sorghum-Sudan Hybrids Ibs/acre (Browntop Mullet); 30 ~ cy ~
, _ , -t9 ~ ~s { - ~I i/ - ~ruri~ ! C9 ~ pp~ T~'~ t,~-~ - ~r 1 - 1 ~r C , ~ . ~ ~i~,~~rr I.~ y?"~ , r Ibs acre Sor hum-Sudan H rids DURING THE CONSTRUCTION PHASE OF THE ~ ~ r -Mar 1 Sericea Les edeza unhulled / ( g ~ } '~"i Sept 1 p ( 70 Ibs acre Serlecea Les edeza • PROJECT. ~ ~ N
t n Y! ,,,~l ~ ~ ~ r~ ~ ~ i r d ~ _ ~ d. a s ~ rr ~ ~ u- • / _ f,/ 1 i unscarified AND Tall Fescue / ( p ~ cd } 120 Ibs acre Tall Fescue q
- ~ 1 ` ~ ? / r ~ , l , r Fr , r~r uV i r r ~ r ' • ~ Nov 1 -Mar 1 AND Abruzzi Rye / ( ) V ~ 25 Ibs/acre SLOPE STABILIZATION REQUIREMENTS: O o
i _ , , , 3:1 AND FLATTER: GRASS ~ ~
y t ~ 9~ 1 i li t , i 1 I . ___j. 1 4 1 r 7 r i~ ~ ~l ' concernin other alternatives for ~ U Consult EFS Environmental Engineer for additional information g 3:1 TO 2:1 SHRUBS & VINES ~ ~
'Y ` ~1 r , r r re, ~w?Y r ~5~. i vegetation 2:1 TO 1:5:1 RIP RAP ~ ~
i ~ t ~ ~ , ~I 1 1 17 V, L f CjA• 1 I o 1 \ 1 F t ~ i , t S ~ . r 0 ,t i, I ~ ~ ~ I i. ~ l Il \ I, 4 i 1 1 1 ~C~,~ e ~ i.,' ,.A2:1....,a:~_~ ~ l ~ ( ` ~ ~'7J1,-_-d . \ c ` _ 6 / i ~Or'r i of denuded areas. The above vegetation rates are those which do well under local conditions; ~ 0 other seeding rate combinations are possible. STEEPER THAN 1:5:1 REQUIRES RETAINING WALL S ~ z
l 1 ~ ~a ~
~ I~ , , ~ fC a ~ t t p,~,~-t,~_ r t ~ ~ ~ TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do y ua ~ ~ ~ " ' v' therwise fesuce ma be ALL AREAS WILL BE SEEDED AND MULCHED WITHIN ~ ~ o ,
sA E: ~ ; I 0 ~ ~ ~ 1, ' s4 ' f ,r t ~0 i _ , ~ ~ . w ; ~ . ` , ~ J`, r , J not allow temporary cover to grow over 12 In height before mo Ing, o y ~ 15 DAYS OF COMPLETION OF ANY PHASE OF •o o w ~ shaded out. O ~ ~ ~ ~
! ~ _ ~.4 s i, ~ ~ I ~ t.. r ,j ~ V V~ ~ ra q Q r { r A6 ~ GRADING. w ~
! t , `C'• '1 r r 9 a• ~ o LF 1 2 A s ~ t s , 5 r a ; ~ ~ t r t a i I y 4y~ ,1 d , ; J d _ ' ! ~ ` ~ ~F)o t ~1"' ~ ~ ',y(~9 yA+ Ir ' ' .u' ti y~po f ~ , r r S~ ~ r ~ r i ' ~ ~ ~ l SPREADER o o ~ a` a
~,~r_ ; , l ; 4tsa . ~r ~ , ~ r ~ ~ u r ~ ~ r - ~ _ , BASIN - -
r ~ ~ f .A ~ r wt.~ t l r it , r r r a r , a . ~ I , ~ ~ ~ , ` ~ ~ o, ~ ~ ~ ~ It , , r~ . , r ~ I
i z 4a r I ~ ~ ~ ' r s~ - ~ r a, ~ , ~ p~2 ~ ~ Coro _ . , o ~ o , @,~ DISTURBED DRAIN BASIN SIZE BASIN Q10, CFS WEIR LENGTH, FT
0 ~ g _ a~.=~° , r , M - 16 , ~ ~ ~ ~g r , ~ ~ I ~ ~`~-e., .r ° t ~ 20 TEMPORARY ~ ~ L _.4s ~ ~ .y ' , ~ , , ~ , ,..ti...,... _ ~ - ~ ~ - ~ ~ j` B SIN r AREA. AC AgE6._.110 QAx].$9.4.~E DIMENSIO.jyS Q.AX0.5X7.2 Qto/(C~LZ) 42 L YLQ YA L=YE LI1~l~LSa
SEDIMENT & EROSION ~ ' ' ~ ~ ~ ' ~ 1 ~ ~ ~ ` ~ ~ ~6
EASEMENT a , 1• _ ~ , ~s4• sa:. _ _ ~ ~ _ f; J~ A -~o ~ J , ` I' I 1 ~1.1 E; l~ 1\ ~ , ~p / 7 2l ' *C ` yr 't M1 ~ • i 7 a ~ ~ - y Ile _ t d I 1 0.9 2.01 3618 20'X45'X4' 7.2 10.0' 5.79 50' 10.0q 5.47 8.0' 1.31 6" STONE
I, ~ ` ~,r~Q I r ~ r Sa. ~ 7p ` t ~ ~ r < -l" ~ Ib ~ V~~~~`.~ ~ ~ I I i . l , e • y , , 2 ~ _ ~ ~ ~ g2 ~ - , 2 0.7 3,21 5778 24'X48'X5' 11.6 11.0' 9.24 50' 2.6$% 5.30 8.0' 1.20 6" STONE
Q ,,..,y...r _s~ ~ ~r Ut r '.I" .c~Q PC' . ,r, ° ) ...,..pfl0o I , .
y ~ ~ n . ` 1 ~ ` • 4 1 ~ ? / r ( ~ ) / 3 0.6 1.73 3114 23'X46'X3' 6.3 10.0' 4.98 50' 25.0% 7.06 9.8' 2.36 g" STONE
~/i ~ ~ ~ {1, ~ I , k _ _ r Jam:„.w. v-, 1 ~ r rz~ Q~f~r ~ 4~3 k 'Ir ~ (y ~ ~ I 1 ~ I, I I ~ , ~ `i ` t ' p "1 , ~ P ~ 4 y ` ~ W 1 y I F a~ i~ f f , l/ 6 1 ~1 \ q. ~ :s`i,• JJ ~J f ~ " ( L\ - _ /~i~l \ e e 1 ^6 s? J 1dv sQ i ~ 4 1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 12.5% 6.56 8.0' 1.81 6" STONE
/ f ~ ~ i ~ 1 ~ \ l e ~ ¢ a• r 1,S CJvt ~ A ( ~ 1 711.. B o .p ~ f ~ bo ; s I ~ r~ s _ I 0~ 1_ v ' 'S . } n p ln..~G~ , !e`„ • g . , i V ( - ~ t, . 5 1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 7.50% 6.79 9.8' 2.24 9" STONE
A~ p 9 A,, 2p ~ ~
~ , , ~ , 3 -.~,.7- ~ ` ~.K ! ~ e ~ , , i ~ ,''3". r a 4,e 1 sA' 1 7k ~ ~ _ ttt ~ . ~9 4.. ,r 6 , ~ 6* 0.5 6.20 11160 34'X66'X5' 22.3 21.0' 17.9 50' 4.12% 8.51 9.8' 3.18 g" STONE
7 0.5 4.10 7380 27'X55'X5' 14.8 14.0' 11.8 50' 7.50% 5.52 8.0' 1.27 6" STONE
~
1 , I r.. ~~i I 11 1 1 7' ~ j d s r'*ti.,, r1~~ t 8 Jj (j r( 1 ~~e~ , a 8 1.5 4,10 7380 27 X55 X5' 14,8 14.0 11.8 50 2.78% 7.56 9.6 2.42 g" STONE
, i . 1 ~ ~ ~5a. ~ sQ•,r, `I ~sa~ , ~ ~ , .i ~ f 1 r I Y r~ r ' 4.06 50' 2.50 5.44 8.0' 1.34 9* 1.1 1.41 2538 21 X42 X3 5.1 10.0 6" STONE
Via, ~ ~ ~ ,r a I r : ~ ;rk i OQ. JI J,~ r, ~~1 f f~ J ```1. 6', s it I 4^,1„M ~ I I 5'+ ~ y(~• L
• ~ V ~ ~ .f ~ tD 10 0.25 0.80 1440 15X32'X3' 2.8 10.0' 2.30 50' 8.33 4.69 8.0' 1.04 g" STONE
r , ~ ~ t ~~A. - _ 1 , ~ sQ: 1 l ; s ~ t ~ ~`i 6l5 e S" i it ~ ~ i I r, $ ~ ~ ~ "k ~ - ~ 0' r ~ J U 11 0.9 3.40 6120 28'X56'X4' 12.2 12.0 9.80 50' 6.67% 5.89 8.G' 1.52 6" STONE
, ~ .~ASI / :Q~ ~ I~ ~ a' ~ ,E~ ' ~ ~ I T ` r~ , ~ , rr~F,; rl '1 ~i 158 F . Jr ' 10.0' 6.60 50 5.50% 4.79 8.0 0.99 6" STONE ~
. ` Y, ~ ; : ~ - I ~ ; ~ ' , ` ,p 5q, a, ,;,,-a... ~,A ' , , 't : ll` , sa~ 12 I, ~6 ~ . - ~ I' ~ ` ° `s ~ , LEVE SPREADER ; r df ' ~ ;r; ~ 9~ t t 12 0.8 2.31 4158 23 X46 X4 8.3 _ J~ 0
• ~ ? ~ I / - ? \ ~ * \ .t mot' ' '1 5 \ ~ f ~ ~ Sa~[i p t~• t. r ~ 0 , o sIZED I o * SIZED BASED ON STORMWATER PIPING NOT DRAINAGE AREA. ~ ..Z
r E ASIN , ~ 1 ~ ~9 ~ ,i. ~ ` ~ r ,
~ - ~;4 - 5, r 1~~.,~,,~r sAt~ ,I• • > . -gyp E~:~, ~ ~ :'r' ~ ~'~j ~ a• ~ . n l- ~ _ ~ , t r r ~ r.. 44r r r >y ~ ( 4/ r$Q ~ ~ t ~ < ~ ~ tyY, i ~ 6}_ ~
Q~ 5 l.`1-- ~ I IT +1 I ` J .rI t ~ 0. ~t ~ ~ f ~ ~ , ~ 1 ~ I ~ t ' i 4 SEED AND MULCH ~ Al W
;r r ~t ,T a~i r~ I "may ~ tt :.l p ~ , ,i p ~ - - - I . ~ r, r'~, tti, ~ `fig,, 9 ti = l ~ . r 6 t BARE GROUND ~ ~
3 20 MPORARY ~ tt`
t e ~ '1,I ~~W,r~ ~ a` r~, ,a ~ ~s, EROSION .w ~ . . t 1 w iw.,. try ~ 8 e 1 1 ~ 4 S~ s4~'u ~ ~ ~ 1 9, ` 1~~ EA EMENT 15=-- V VJ
_ ~
; , TEM~Q~AR,Y ~ 'x, ~-,3a~, , , , r r~; , ; G ° I t~1 s' I p ~ ~ ~ ~ ~ I„~ ~ ~.1 , ' , ~ i p i G ~ r I ~ ~ / 'J' •'"~.r~, n `~r / - w~J r r'P ~ r ...t ; t it w ,181 ~ GMP. ~ ~ 3~ , ~ r ~ ~.-t` r . ~ ~ 1, ~ De th~ > • LEGEND LEVEL SPREADER #1 ~ Depth ~ x Q=CIA
, r,r Its, ~~8~ r z r 1 t ! ~ , ~I2, J SILT FENCE ~ v _ ~ INSTALL REQUIRED LINER Q(10-YEAR)=9.2 CFS _3 A`
Ir,} ~F;it + , r ri ~ r yEr hQ• ~ i 6r Q' ' ' r ~~i ~ ' SQ' i ,1j t` I„ ~ . , I ~ A6 ~ 5~ ~ ~ ~ , 1.~ ~ . , r UA W OR APPROVED EQ L - ~ CLEARING LIMITS 9.2 CFS X 13 FEET = 119.6
l . ` r'~ r", i,1 1 r ~ j~~`~.~Y' 111 I rt `ly ~ `L ~ D ~ r f rl~ 7~ y f ~ ,l ~ ~ LENGTH PROVIDED 120 ~
1~,, ~ ~ ~ , r 6 r~„ I , , r s : NI e 2•. , , ~ , 7 CUSTOM BASIN I ~ ~ ~ ~ . ~ . , . . a ~ , , e ~ f , i ~ , ~ ; ; 04. a , . G. 31 r ; ATOM BASIN REMOVAL SEQUENCE: - tp TREE PROTECTION FENCE LEVEL SPREADER 2 ~ # ~
, . BAST ~ , . r ~ ~ r'-~~. i , ~ b...t D ~~~1. UPON PROJE l,' ~ ~ ~ "~°,..r' ~ ~ pR P ,.6 UPON PROJECT COMPLETION AND SITE STABILIZATION Q=CIA
( ~ , , #61 I ; ' '2 ~ , , , ~j~',"~~(; r, 1, ~ " 5 s"~, ~ ~ " I , ~~1 ~~~F Syk, rgg , . ~ 2 t ~ ~ a• ,r/ 6 a - a ti., 1 ~ ) G 7 RISER BARREL ~ ~ _ - l ~ ~ r i t ~ , ~ ' ~ J r ~ r7A. ~ 1 ~ ..r i~~ Sr r ~ r l~ ` 9~r ~ y f i ~ Q"~ f a a ~,~ri p p Sa• ~ fl. ~ QL ~V f BASIN DAM SHALL BE - ~ ER BARREL, STONE FILTER AND TEMPORARY DIVERSION Q(10-YEAR)-12.1 CFS C ~
1 ~ , , ~ ~ n9 r , •~r , ~r, . ~o , Qo ~ r, o~.~.a_ ~ ~ V 1g5 G REMOVED AND E • , , , ~ ~ ~ i, ' , r ~ ~ ' ' ~ ~ r ~ P Z ITS ORIGINAL Ct CK TO - ~ ~ COVED AND ENTIRE STRUCTURE AREA GRADED BA 12.1 CFS X 13 FEET - 157.3
s 9 , x~ , ~ ,,~~0 t 2. TH15 OPERA ORIGINAL CONDITION. INLET PROTECTION LENGTH PROVIDED 158' ~ ~ TH15 OPERATION SHALL ENTAIL RE-ESTABLISHMENT OF PR ~ ~
~ ~ 1-...'. ~ h 6 'Aft ~z sA r 1 I sA . 1 r e ~ , , , ~1 ~ ~k. ~ ; ~J, : 3 .q f ~ o o VEGETATION ON LEVELS EADER 3 ~ETATION ON ALL DISTURBED SLOPES AND ARMORING OF 1 SEDIMENT BASIN =CIA ~
i i ~ - r te 1 i t ~r 1" , CI C t., i t S-~. • SWALE N E 0 Q ~ ALE INVERT IN ACCORDANCE WITH THE ABOVE DETAIL Q(10-YEAR)=5.7 CFS
r - ~ , ~ ~ - . .B p , e A E T TRAN ~ I , ~ , , a6.,_~._,j„ , . o sa•...r , . ~NDDy . ~ rsA'~+'r ~ ~ y ~ ~0°~ ~ SW L 0 ALE TO TRANSVERSE BASIN AREA ALONG CENTERLINE OF ROCK CHECK DAM 5.7 CFS X 13 FEET = 74.1' w-
~ ~ , ~ t I ~ f o b NATURAL DRAIN TURAL DRAINAGEWAY TAIL DITCH TO DAYLIGHT @ 1.0`0 LENGTH PROVIDED 75 ~
~ ~ ~2 t~• 1 I ~ _ _ I f t ~ ~ ~ MAXIMUM. , ~ r a. ,f 2 XIMUM. TEMPORARY BERM C
I ~t , ; ~ , , gip, s . , i , sa~~• ` ,I ° ~62` W ' D' ~ O'`~~.~'t' ~ ~ ~ , , 'r-~-: I , , I ~ ~ A• A ~ 1 , ~I, . - ~ ~ . .g D ~ ~ t ~ 8.. ~ o i ~ ~'i ` , z 3
z gQ ~ .~ro ~qs ` c~0 ~ ~ , ~ , , w 0
~ ~j~l ~ 1 . \ I' t ~..~~1 1 '~1~9 I 'Y~ ~ ~t -`.""~W 1~ 1 "j.y `iw ~i . _ , i, i 4`g, , ~ "i~ ~ol~~ir', ~ ,SQ~~ ~ ~p2 ',f~ , I `~~w.i , y T `~~j~r'~°' t \ f '~r, - , _ ,1, Q ~ ~ 1 'i ~ e
~._f r + t , t Q o ..-.-;..r,-i i ~ . E - f ` t .°T l _ J ~ , p i Sa' 4 ti ~ ~ ~ t l t I ~ " ~ ~ ° w x n -'V j L P 'p , ~
,I 4Y~ ~ t a j.. l d t I~ p~~ 4 1 'p~ ~ 4~ ,C \k'A , ~ wm~"~ -.","1~ ~ ~ 'L,~e Q~a i; { 4. , a ~ r`^~` ~JIIY 1~t` ,t•t~i t j `o ,J _ 'dw , t'
s ~ , r.~yo„h,; p•`a~ti b 1 1p E~' fr ~ ~~T. ~ ~ 1~,,,, a"' U o~ `t~.• , ••I'~ ~ Ql~ - .jam. , °f.,. sa „~p~, r~ ; I,~~,, .1 , r ~ , 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE ~~~illlll~~~
~ AmN _ .'~V, .E ~ ~,.1 I sA• , I I , ~ ~ ,t ~ a , WAKE COI, ~ ~ n HAKE COUNTY CONSTRUCTION SEQUENCE STABILIZED COMPLETELY, CALL STEVE MEYER FOR AN CARO ~~~i, (i ~
l~ I~~ ~ 03 ~ ~ ~ ~7, p 1t V ~ T .?„,.,I r f 1 I 1 ` ~ ~ t ~ . 1 r ~ ~ ti~ ~ - ~ - ~ _ v r , ~ , 1 r. - , wa, . . , ~ . ,0,-~ ~ ~ t ~ ~ ° , I ~ , ~ ; , ; 1. OBTAIN GF a G yy ~ ~ e INSPECTION BY THE ENVIRONMENTAL ENGINEER. '•\`~•'•~ssi'•'~'% OBTAIN GRADING PERMIT. SCHEDULE A PRECONSTRUCTION o . o .9 ,
1 xi , ~ ~ ~ < ~ ti ; ~ ~ ~ ~ ~o~ ' p5 , . CONFERENCE TEMPORAR I s ' ~ .rte', _ ~ v . ~ _ _ - , ~ ~ , ~ 4't•r'~, ~ , N R srn ~ _ ~ Q,. e , 1~ , Sa a„. , , _ 8. IF SITE 1S APPROVED REMOVE TEMPORARY DIVERSIONS SILT = '''''.'A 2. = ONFERENCE WITH ENVIRONMENTAL ENGINEER, STEVE MEYER. ~ ;
M 1 X69 , , . ` ° 'Ir' ~.y ~ y~. ~ ~i a ; ~ ~ • ~ ;n ` ~ , , h~~-. , ~ << ~ „ , ~ 2. iN STALL G 18 CM , , ~ 5 ~ k- ; - • ~ . r ~ ~ a, ~ , 0o j Q ~ _ - , FENCE SEDIMENT BASINS ETC. AND SEED OR STABILIZE ANY _ ~,~~;•-S~;AL ° _ .INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY ~ ~ - 030534 -
b ~ 5. ~ ~ ~ . ' - w DIVERSIONS DISSIPATOR ~ y r;~r , _ _ P _ ~ T SINS 0 OTHER REMAINING BARE ,4REAS. ALL REMAINING PERMANENT EROSION - (VERSIONS, SILT FENCE, SEDIMEN BA R ~'~i~31~;~.,
PAD TYP ! 8 ~ - ~ ~ ~ r.: E T ~ - -s ~ ~ , , ~ ( ) , , , ~ , , - . ~ , i , ; • ~ , , , y, ,1 ~ MEASURES S ~ , BASIN ~ t ~ , ~ , ~ ' v b9~zrar i ~ , ' , ~ ~ , ``~;;=.r.:r . , w ~ r ~r ' a ` ' ~ F~ ~ W AN. CLEAR ONLY AS NECESSARY TO CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS SHOULD • Fpm 'rG~ • EASURES SHO N ON PL , ~ , •GIN• . ~
o , ; ~ , ~ ~,l ~ a , P , , INSTALL THE. , , ~ - ~ d TH SE DEV CES. SEED TEMPORARY DIVERSIONS BERMS NOW BE INSTALLED. ~f,FF ' • G~~` (STALL E i r,~ FRY 0•
N ~ . ~~a ~ , ~ ~ , ~ ~ ~ ri'~• ~ , ,BASIN ~ , , . ~ BASINS aw_. ~ a • ' . ~ , , ti _ . AND . ti i1 ~ ~ 1 / ,!I4 1 1l I 7 V i, t t ~'~l 1~t~~/~~I _,!!J rlI i/` ,J 1 ND BASINS IMMEDIATELY AFTER CONSTRUCTION. 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FORA ~'!IIlu1~~~`
~ ` ; r,~ I r , , , 3. CALL STE _ , ` ~ ~ ~ ~ W1: ~ , , , . CALL STEVE MEYER 856-5706 FOR ON-SITE INSPECTION FINAL INSPECTION BY THE ENVIRONMENTAL ENGINEER STEVE ~ )
• . ` ' ~ - ` ~ ° ' I ~ ~ ~ ~ BY ENV1RONty ..y-"`~ ~ t 1 .o ~ ~a 1 ! Ali d i Y ENVIRONMENTAL ENGINEER TO OBTAIN CERTIFICATE MEYER. OBTAIN (,ERTIFICATE OF COMPLETION.
b .r-- ~ _4 B~~ OF COMPLIA~ , ~ ~ r r . r 6 ~ ~t S , LEVEL SP DER F COMPLIANCE.
.~g- - ~ ~ jf ~ ~a~ `t ~ ' wq °~a' =r~~ ~ 4. BEGIN CLE ` , . ~ , t . BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~ BY THE TOWN OF WAKE FOREST. ~ Q N
~ , . , , , I TY~es _ - ~ NEEDED. RO ` ~ ~ DDS EEDED. ROUGH GRADE SITE. ~ o .
~d~' LL S ~ j ° ~ r , A~ r 5. INSTA w , ~S.D, eD BLOCK AND ~ N POT TIN TS WITH g ~ .INSTALL STORM SEWER, IF SHOWN, A D R EC LE ~ PUBUG WORKS AND U1IUTIES DATE ~ Q ~
~ 1 Ake 0 ~ gA. ~ ~ a, ' , i ~ ' I~ I ; n~iw ~F~~~ ~ , , : ~ OTHER APPR~ LOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR
~ F c ~ t~~"~~ ~ ~ , ~ ~ I r . ~ ASE,~E.N 9 , t THER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN ENGINEERING DEPARTMENT DATE
. ~ ~ ~ ~ ~ r CONSTRUCTIC ~ ~ ~r~f ~ ~ ,t a;~~~.`` 6. STABILIZE ONSTRUCTION.
~ ~ _."!1~.~ ~ ~ ~ . STABILIZE SITE AS AREAS ARE BRQl1GJiLl1P TO FINISH FlRE PREVENTION DATE
x ~ ~ ~ ~ ~ ~ GRADE WITH ~ ~ ~C- , ~q. ~ - . - - ~ • ti~•~ ~ ~ . z RADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED
~R i ~ ~ , ~ ~ A ~ , ~ ~ t ti,_ ~ / ~ ND MULCH ND MULCH DENUDED AREAS WITHIN 15 DAYS OF COMPLETION SUDDIVISION ADMINISTRATOR DATE
PHA NY \F~ F ANY PHASE OF CONSTRUCTION. GRAPHIC SCALE a
~ Z
1. 0 1~ o so LO 100 200 400 p
Z
2 8/17/05 Wake County Erosion Control JBC Q
( W FEET) 1 6122105 NCDOT REVISION JAC
RIPiiON BY 1 inch = 100 ft. NO. DATE REVISION DES(
U

Seedbed Preparation: 1. Chisel compacted areas and spread topsoil three ~
inches deep over adverse soil conditions, if available. V
\ ~ I~ Mixtw Mixture
' ' ; s~'<~ . Agric~ Agricultural Limestone: 2 tons/acre (3 tans/acre in clay 2. Rip the entire area to six inches deep.
' r: to se rock roots a d other ~ Fertilize soils) 3. Remove all o n Superphosphate: 1,000 Ibs/acre - 10-10-10 obstructions leaving surface reasonably smooth and I~ n
; - - , , ~:r'~Aw 4~.;~, _ .~';=~:a3~` , „ Super , , I ~ ~ I .v , _ _ 20 Oo ~ i;,:, ;,'G.'"".: r :.a >~9 I~, t , J...1. i ' / ' t r I , , ~ I -f-~--• ' ~ ~ , ~ - _ ~ ~ ~ _ =~~%=~-s;---- ~ - , ~ Mulch Mulch 00 Ibs acre - 20% anal is uniform. ~
~ ''t ~ , a r r ~ I I .'A~r----"+~% f°"`"',"'..'!~~~.. a-.r. ` ~~`Y - X ` , .`.K.L'`^'="a.'~- _~'-"`M^'2^'"M...~'`,L'N'i^'!.-=•:-~-•-^'.'""%'-a :-'~=•-'Y~n , 1 y 11-Z-~--'X -r=.=~ ~ ~ ~ -I -~-t-_~ ,'~""L' 'r-1-' 4-~=~"~=~-, ~=-T= ==a= ~ f- ' ~ - s _ - _ Anchc 5 / ys Anchor straw 4. A I a ricultural lime, fertilizer an ~ 2 tans/acre -small grain pp y g
T7f ; S-~ ' ~ r r ~8u~.' v? /~'d-r / I , , 8 I , ~ , / t ' $ , L`g' r 8'I_ / , fir/ ~ / ~ r $ r.3" ---Y d~~~i4*q'.~.us~~°..yiY°'~~'~'~~,a,,..a,~+•u,,.x.~x".g, --r--, , - .ams.ke-mar-r~ur~cs~aas ~ ^ As halt Emulsion at 300 u er has hate uniform) and mix with soil see i P ds P P P Y ~ ,
lam, / : ~ ~ - - - - I gals/acre mixture). •L,I
\L,,;/ ra Seeding Schedule 5. Continue tillage until awell-pulverized, firm V
BASIN' ~ ~ ~ ~ ~ ICS For S s Slo es Max 3:1 : reasonably uniform seedbed is prepared four to six 0 For Shoulders, Slde Ditche , p ( )
- ~ ~ ANE Rp. k Date BASIN 0 Aug 1 Date o Plantin Rate inches deep. ~ Typ - g 6. Seed on a freshly prepared seedbed and cover
j - . #2 ~ ~ Tip 6 Nov 1 Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre c G/1 Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs acre seed lightly with seeding equipment or cultlpa k
, , ~ T E ` , Mar 1 TEMPORAf~)<', r, ~ - - - - ~ _ ' t ~ S / after seedin . Mar 1 -Apr 15 Tall Fescue 300 Ibs/acre g
. ~ - ' ~ BERM r„ ,I ~ i - 19 [02 P ~ Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs acre 7. Mulch immediately after seeding and anchor
, ~ t~• R B' G Jul i-Au 15 Fescue AND Brownto Millet or / mulch. 9 Tall *p* 125 Ibs/acre (Tall Fescue); 35 Sorghum-Sudan Hybnds 8. Inspect all seeded areas and make necessary
~j , , , , r ~ z BORROI~JSPG)IL s _ _ ~ , 2 , I , , ~ _ I' ` AREA'- - Ibs/acre (Browntop Millet); 30 re airs or reseedin s within the lantin season if
I r` ~ ' r~.~l S - Ibs/acre (Sorghum-Sudan Hybrids) p g p g possible. If stand should be over 60% damaged,
, , re-establish foliowin the on final lime fertilizer and ~ 9 g ~
.:'.r. ,I I I f . t 1 I i , . 1- ? J/ , J, ~ ~ _ !h _ ~ ill f ~4 _ 'I ~ For S s 3:1 to 2:1 seeding rates. For Shoulders, Side Ditches. Slope ( ) 9. Consult EFS Environmental En ineers on
1 ' n I I i ! .bj i I I 1 1 + ~ -'j.I ~ JIY/, r`v f1~ / I~. ~ ^r~ P.J` r i J///'1 1f , VVV 9
I I ~ 4 w , , , , ~ - _ ; , „ / < - _ ~ j Mar 1 VIII, , , , I r r .'.tit r :,J~''t; /'~//~ii/,',` /i ~ / r ` ~o V - Sericea Lespedeza (scarified) and 50 Ibs/acre (Sericea Lespedeza); maintenance tratement and fertilization after Mar 1 Jun 1 use Ure following combinations: permanent cover is established. ~
,I II I I j 1 , `4f , ! I'.. , ,.,,'I, II'./ I / f 1 ` ' l l 7 \ ~7 ` , ~ , t r I , , _ _ . I,I I,~, ~ , rr,,,~' x> _ , I ,,2 Mar , .,.~:•1 , Mar 1 -Apr 15 Add ball Fescue 120 Ibs/acre
1, iI I 1 - ~ , , f ' / ' t,.t'trt'~ ~ , r /r !yQ/ Mar 1 t I , , I,, r r t , % t x 1 1 , , Mar 1 -Jun 30 Or udd Weeping Love grass 10 Ibs/acre
,tt I A~ifS , _ „ ' ; , , , J ' ' ~ r , 'x~r' gg2 Mar l - Or add Julled Common V Mar 1 Jun 30 25 Ibs/acre ~ Bermudagrass NOTE: H
, tl}n lt~~'t,u ,rr,1'. . - ' ~ - ~ I t ,g r, G, , I l y(~?' % +~1't 11',.',1 ` 4^ _ ( / ~un 1 . . . Jun 1 -Sept 1 Tall Fescue AND Browntop Mullet 120 Ibs/acre (Tall Fescue); 35
, . -re - I , t , , ~t~~a 9 t 1 } Qt `L • 1 or Sor hum-Sudan Hybrids*** SEDIMENT BASINS ARE TO REMAIN IN PLACE ~ ~ g Ibs/acre (Browntop Mullet); 30 N
~„r- , I Y, I ` ! I I , 1 ! 8 NJ~~`U' I r ~ ~ A ~ ~ ~1 A ~ ~1 ~ 9~ ~ ~ ~'1, A~ ~ ~ , ~ ~ : ~ , I~1,, 1 , _ 1, ,!~91-'-r'+L -,p `I 'cu -r- -T--- „ ,-r - ~ - - , ~ ,r. ,ern'' 1 / Se t _ , III I ! ~ y , ' ' t ~ ~ ~ s , - - ~ ' „ _'r~,, , ' 6 P m-Sudan H rids DURING THE CONSTRUCTION PHASE OF THE N ~ ~ _ Iled Ibs/acre (Sorghu yb ) •i.i N Sept 1 Mar 1 Sericea Lespedeza (unhu 70 Ibs acre Senecea Les edeza • PROJECT. ~ ~
_ , 1. I 11 1 P ' " c fled AND Tall Fescue / ( p ~ cd unsc:ri ) 120 Ibs acre Tall Fescue ~ ~
~ / 11I r r ' I I I :?n k , , t ,r~ / ' ` ~ NOV ~I ~ ~ % i ~ I f I I I I ~ ' j, / ~ _4_....~ f f - _.*-r'-G~^=~ Q~ , 1 l t r 'e fir/ /,//I,. ~.,r'f/ r , ~1 ~ ~(1 r Nov 1 -Mar 1 AND Abruzzi R e / ( ) ~ y 25 Ibs/acre SLOPE STABILIZATION RE(~UIREMENTS: 0 U' o
r i ' I i l , I l r l ~ / I , I -r, 1rt'^i~ ~ V . ` i ~ . ~ It III , ~ y t,~ ' ' II I ~ ,1, ~ IJI ~q. I, q. 1 t t 7q 1 t `a ~ ~ ! ,i II,i ~G 3:1 AND FLATTER: GRASS ~ ~
~ ~~I', t t „ ;Igq,, ,~20-__~ t~66' c,l, i • ~ ~j , , 1 ~j~ ` , , , r , ' ' . I I r I 1 'Fj, - ~ ` I " ` r ' s ' r ~ ~.OC1SI v U Consult EFS Environmental Engineer for additional information concerning other alternatives for 3: 1 TO 2:1 SHRUBS & VINES Qi ~ ~
t , - I l~' I ,.i I t t ' I IYI~.t.f_s.l ~ , 1 , , ~ > tl / r I, t / 1 , p vegetation 2:1 TO 1:5:1 RIP RAP H ~
1 ~ ' ~ r' °1 ~ W { ~0 ~ ~ I / ~ 0 of denuded areas. The above vegetation rates are those which do well under local conditions, ~ o
t , I , , ~ - . " Lu . 5 ~ , , , ' , ~ I other ,yQ t ' 1 5 ~ ~ / ~ other seedin rate combin~~?ions are possible. STEEPER THAN 1:5:1 : RL.(~UIRES RETAINING WALL ,g ~ Z o g ~a ~
1 • , t \ 1~1 5 , ' ' " 7~ ~ t ~ , , I ~7't'-_•~~ / 1\ 1 ~,i t + I f !r i ' 1 I j ~ ( , ~ ._i , , ,_c-.,... q,~ ~ , Z , 0 y ~ r ~ , y(A•, ~ not t Y: Reseed ~u:cordin to optimum season for desired permanent vegetation. Do 4~ w ~ ~ TEMPORAR g „ . ALL AREAS WILL BE SEE[)I_i) AND MULCHED WITHIN ~ ~ a ,
1 , 1 .-e.•-r ~ ~ .0~~ y ' I' I I r '``1 ` ~ ' r f I I not allow temporary cover grow over 12 In height before moving, otherwise fesuce may be 15 DAYS OF COMPLETION ()F ANY PHASE OF .o o w ~
I ~t , , ` i r~ r -J shad t , j , I , shaded out. GRADING. C ~ ~
~yA y . ' 12 t 5 4 ~ o~~ a ~r rn
' L >3?6~., I ~9~ ~ ~a6 1 _ L L SPREADER i ' ~"rQ ,Ir' 1 , i , I I r r , , + 1._~.. , , ~ , , , 1 , / f 1 U
BASIN t , ~--T ' , ~~..~y '
i i / ' I + ! I 1' I ~I ] 1 / 11 1 1 f ' OI ~ ~ 1" A - l , , , I 11~ r , I ~ DISTURBED DRAIN BASIN SIZE BASIN 010, CFS WEIR LENGTH, FT
-s~ / sa, , , ~ :o~ - ,~,,1...._ ~ , ; , Hem I X64 , / , , ~ I ' , - ~'r,' ~ ~ 20 TEMPORARY ~ tti,! ' ! ~3 r , , j ~ , _ ~ --F- ~ B SIN 8B I~800.CF QAX0,5X7,~ (,~Q((C X H~~) 42 ~ ~su~ ~ ~e ~ ~ aREA, AC 6HEA~.A~
SEDIMENT & EROSION 1 ` ~ ~,.A1~ _ 4t , ~ 8 Q4 , , #1 I y t ,J
EASEMENT ® r . , , , , , , , , , ` //~~01. , ~ ~ r^~C~~ ' ~ ~ , - Q , , , ~ , ~ I L t 0.9 2.01 3618 20'X45'X4' 7.2 10.0' 5.79 50' 10.0% 5.47 8.0' 1.31 6" STONE 1
• ~ 1 I ' , i I t iyq•'1! ' I r IE~ 1 + \ t ~ / S/ ~ '+q~~*.,, ' '1 t,~ \ i I f I I $q` ~-ti:' , ~ ~ / F,.r' I ~~'"ter i' 1 I l~ 2 0,7 3,21 5778 24'X48'X5' 11.6 11.0' 9.24 50' 2.68% 5.30 8.0' 1.20 6" STONE 2
1 _r , 1 f I , I ` Ck ` • _ r _ I " t~>;,' - ' r i', ~ Q yA r „ , _ I , >«a ~ ' , yq• - aa• , . - , Sao i +
0.6 1.73 3114 23'X46'X3' 6.3 10.0' 4.98 50' 25.0% 7.06 9.8' 2.36 9" S1~~NE 3
1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 12.5% 6.56 8.0' 1.81 6" STONE 4
1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 7.50% 6.79 9.8' 2.24 9" Slt)NE 5
* 0.5 6.20 11160 34'X66'X5' 22.3 21.0' 17.9 50' 4.12% 8.51 9.8' 3.18 g" S~IONE 6
0.5 4.10 7380 2TX55'X5' 14.8 14.0' 11.8 50' 7.50% 5.52 8.0' 1.27 6" S1oNE
.I I I .r 1 1 ~ y. - .C_,,. , ~ .,QV ~ , 1 ` ail 1 / ' ~ / I , ~ ~ ~ , ~ ~ b " g ~ h 7
8 1.5 4.10 7380 2TX55'X5' 14.8 14.0' 11.8 50 2.78% 7.56 9.8 2.42 9 STONE C
1 , ` f 2~ rti~. 1 ~2 ~ 1 ~ / ELI q A f- ` ' 'yq 1 ~ ' / , ' S.1 10.0' 4.06 50' 2.50% 5.44 8.0' 1.34 6" S'fONE 9* 1.1 1.41 2538 21 X42 X3
IL ' , ` V fir'.. . tom'" I (1 I 1 , 4 , I , qq , L.
, r ~~~,Y~ ~ r I I , , "1 ti / I I ~ ~J 0.80 1440 15'X32'X3' 2.8 10.0' 2.30 50' 8.33% 4.69 8.0' 1.04 6" STONE ~ 10 0, 25
t ' , , I y . Ss' ' t 4 ~1 I 1 ~ , (fir , 1 r ~ Q~- 6~ I'~ It~• / ' I "J 1" , , i I i \ Y~ t1 ~ , I , `t '~~.4 1 1 ` 4 I I 1st , 1 I Q. , F I U 1 0.9 3.40 6120 28'X5fi'X4' 12.2 12.0' 9.80 50' 6.67% 5.89 8.0' 1.52 6" S1ONE
_ k 1 f 158 F J 6.60 50 5.50% 4.79 8.0 0.99 6" STONE C
, ~ 1 t , ~ , , ,1 1 / r^.C., V ( 1 , I 1 i I .f D 12 ' I , ~ `,.6 ` , , ,}~~1 - i , . + , ~ 1 , g LEVE SPREADS. , 12 0.8 2.31 4158 23X46 X4 8.3 10.0 ~ ^ ~ ~ V
t 1 r I' r r ~ t, t+~ r~ q'. ~ y;, t i I, I ~q'I I I ' , . t _f ' b r ,o ``?.y, % 1~.y , I • + , OQ ~ SIZED BASSI * SIZED BASED ON STORMWATER PIPING NOT DRAINAGE AREA. N ~z
.
-----r--r--~" ~ ' ' ' ~ 1 I sA•~ , I ~ , - , .~Q t~ ` , r - , ~ r r I q' 11 ~ -M-~
' , _-""~-f I , I trr 1 / / , t' ' lyq , . ' ~ qq11 , , , •~I , I 1 ~ ~ _ 1 .:-(r ' , L...t- ~ 1.' ' , / , r / t [ yY , v -I f I ~j0 , . . " v I , . ~ - _ e , SEED AND MULCH ~ A, C W
, • I , , , ~ BAF , , , , , / kj . , ~ , BARE GROUND rr ~ fir.
u ~ t - . , , .yl -,.r G I \ l !J/1 rl'I r i f , ' I 4T 1 l'\ V" ' t , . ±r t, I ~ . ~ ~ ~ , S h 1 q' t t I ~ 1 I r w, ,'fir 'y ~,`~r , , G'0 1 y r ~ i I p. / ~ 20 MPORARY
+ / , ~ ~ , ' ' t ` ~ , " ~ SED ENT & EROSION U 15'
,'~.,,1 , , o I 1; , 1'~ yq~ EA EMENT 3r1 ' , , ' err ;~r ~•rr Q' , I t6~~ , yQ , v 'k,~•'r' ~ 5 yap r~ I, ~ °~2~. - 3r1 010 ¦..r . ~
,;tTEMPQf'1AR,Y 'r~"3,',,r,, I d~ , ~I ° , , r' ~ EL GEND LEVEL SPREADER #1 -F-+ Depth =CIA
, I ,1~1 CMS, r, .v8 ,III i I I , , ~ , . r. II~~~ tf~ P , 1! 1 , I I I i 1 , , ' , / / ' , , . ~ ~ ~ I t I ' ' I ' /J ~ ~ / ' / , ~ i ~ ( I „ yq. x SILT FENCE Q N v
~ ~ I + r I I , f ' I I , r u / T I , fipa I I rr,r r r / , yq, • I _ ~r ,l; I I I I,, , I , " „ ' r / r ' I' 1 A6V1 ' .v r ~ ~ ~ `:y'~' , p~ , i i , {NTTALL REQUIRED LINER Q 10-YEAR =9.2 CFS 3~ ( ) W OR APPROVED EQUAL c CLEARING LIMITS 9.2 CFS X 13 FEET =119.6
/r / ~ ~q' ' f I 1 , ~ , r / ~ I-~ / , , ~ , ~~2 G,~. LENGTH PROVIDED 120
NI 0 1? CUSTOM BASIN REM I , " ' " I . 1-''7~. ' ' , , , 2,0 , r r „ 9q- _ ~ ; 1 <il ~'y~`' , ' 8 ' ( , ' `JK.'~ G • 3 ra BASIN REMOVAL SEQUENCE cP TREE PROTECTION FENCE LEVEL SPREADER 2 ~ ~ L
>ti~ nu • p t I ' , ~ , ~ ' , 1 I "+A , ~ i r ) / r/ ~~1 ? ' , 1 ~j. N I , , , I I , I, BAST ' 'I , I , ~ , , ~ ~ r ~ .I , RO P ,o~ gi. UPON PROJECT r r ~ I , J I, i I I ~ I ' ' , A , I ' , \ ~..1 1 ~ I f )N PROJECT COMPLETION AND SITE STABILIZATION Q=CIA TD ( - ~
• r' i ~ , r ~ I r ~ X 5 9 ` - ~ I , ~ I,', , I , I I I 22 ' E~, ' , ~ ' S ,6 ~ ; , ' 6~ ~E~: ~ g ~ r QF'~~ GL to OZ- ~,}p RISER~BARREL, ST01 _ , I , . ' I , ,III I 1 , , , ,~q• , , I I 0.~.'. / , ' ; ~ " ..,oga,, , ro ~q• , ~ F ~ ~o ~ 0• 850' REMOVED AND ENTIf BARREL STONE FILTER AND BASIN DAM SHALL BE TEMPORARY DIVERSION Q 10-YEAR -12.1 CFS C o l ) a~ - '
I , 1 I 1 I, 9' / 6 J 0 1 ~G ~ i ! ,7 t• ~F I V~1 1, r, , t! /I , ! V~.. I '~f ~ I I I I I ' , I , / ' , , , , , / ~ Pti~~,pr~ ITS ORIGINAL CONDI' .D AND ENTIRE STRUCTURE AREA GRADED BACK TO 12.1 CFS X 13 FEET - 157.3
r„ , , , , , ~ , l r-~,,. , ~ ~ i . ' I I , + , y_.,..J I t I I 1 fl ~J r l ~ ~ ~ ~ , i , r I GINAL CONDITION. INLET PROTECTION LENGTH PROVIDED 158' ~ Qj
- , " ~ I I I I I I q, , ~ ~ 6 t~ - S ~ ~(,~9 I I ! I ~D t• 2. THIS OPERATIOty i 1 1 I I f , i 1 ~~.1 ~ rJ f I I yq , ~ Q. I ~J / I , I 1f q.` I .11.. ~ 6 Wq I >5q I y ~ ~ , ~ r e l . I ' I ' ~ I ' , I ll . ~ . - - U Kf oo ~ ~ o i VEGETATION ON ALL S OPERATION SHALL ENTAIL RE-ESTABLISHMENT OF ~ .~L LEVEL SPREADER 3 # ~TION ON ALL DISTURBED SLOPES AND ARMORING OF 1 SEDIMENT BASIN - ~
r„ , , , , , , _ I , , ~ ~q , I I I nl7 ~fC• I s w" ' , ~ r ~?c, g9' I I ~1 , , L.,.,„ I C ~ 1Y' S _ , ~ I 1 ; I ,~I . , --f SWALE INVERT IN Ai 0 0-CIA ~ ~ INVERT IN ACCORDANCE WITH THE ABOVE DETAIL Q(10-YEAR)=5.7 CFS
r ~ ~ • ' I 1 l i - I l , l '4 i - ~ I , , I , I ~ -.I i l ' / ~ p ~T f I , III , , , 1 , yq'_ . _ .e,~ , 'q• I u I S0~ SWALE TO TRANS TO TRANSVERSE BASIN AREA ALONG CENTERLINE OF ROCK CHECK DAM 5.7 CFS X i3 FEET = 74.1' y-
I I --.t_ . Oft-1_± ' I , 0~ ~ _ _ N ly q. 1 I I 'l~•~';;;,`, tl I~ .ha...,._ ° ~o-:-; / I II , I ly NATURAL DRAINAGE , , r t '.orb r, , TO DAYLIGHT @ 1.0% ~L DRAINAGEWAY, TAIL DITCH LENGTH PROVIDED 75 ~
V, t I t"°^r" t I I I b', , 1 t-, , •f I (-~a...i'" ' t I M A M , 4 ` t 1 ! / I t ' ~ t I I IrW t\~~ \ t t 1 ~ 1 1 , , 1 'C'am...,,. I 1 , ~ I w.4, ~ p~, IM. ~ TEMPORARY BERM C
Wq ~5. o' ' , ` ~ EI, I , , ` ~Q } ' , , , 5, , } 5q' k , , , ' 'V I t ~ . ' ~ „ , + , , 1<82a~ , . , t 8 ' I ~ •g„ 1 UT . E e. yq ~ ! ' 1Q E~' I PII I I
, , , , q~ ' , , , F 1C-' ~ . ,k f ~7 0 , 5 , I ~ , ' ~ ~ , , ~ 0. `.t ` ~ ; - C-'~ ~ ''4 ' ~ T , , AS~,~fF , I O~.,a t ~ . ,1 I
F"
, , ' ~ ,yqE ,t , , , n~~~ , 1 Q-, .w~3,w•u : ~ - _ , + 0 ya ' , 01 ~tiv',?, ~ ~ , ~ a ; ; ; ,
, t, I 0 , „ - - , 1 ly , t ,1 , 1, . ~
~ 1~ t , t ,1 'r, 1 i , 'y,`s , ~ S,t _ - _ r ~ , ti ~JI'IY , ,t ll 1 , r ` ~ ~ \ I 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE >~~tlllllll~
a, ~ti, . _ , ~ ~ , ' yq• , , , , , ,III , I , . , , , WAKE COUNT CE COUNTY CONSTRUCTION SE UENCE STABILIZED COMPLETELY, CALL STEVE MEYER FOR AN CARO'~~i, •t~ 4
, . ~ ~ ` ` ~ ` ' ~ , ' ~ ~ ' I' ' ' ` ,,I,I ; : , a1, 1. OBTAIN GRADI ' N INSPECTION BY THE ENVIRONMENTAL ENGINEER. 'r,~;•'~ssio~?9% 3TA1N GRADING PERMIT. SCHEDULE A PRECONSTRUCTIO
~ ~ - - (,-b;:'~ ~ Q ; , t ~ ~ y . ~ ~ CONFERENCE Wil 8. IF SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS SILT STEVE MEYER. _ ~ ~ ~~I°9'. ERENCE WITH ENVIRONMENTAL ENGINEER, ~a SAL iir•
~ TEMPORAR 9 y~ ti - V•~~ ,'4 ~ ~ ,a + ~ r.d" , . 'R ~ 2. INSTALL GRAS , , ~ 18 CM 806 ~ I , q~~.~. ~ „ ~ I ~ ti ~ r , STALL GRAVEL CONSTRUCTION PAD, TEMPORARY FENCE, SEDIMENT BASINS, ETC. AND SEED OR STABILIZE ANY 53a
.r ~ d ` Y ~ , , 1 1 t ,l I I ' i 11, 5 I ~ ~ ~ _ n . . D{VERSIONS, SlLI _ ~ ~ , ~ DiSSiPATOR ' /L R N RO ION 03 ZSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER REMAINING BARE AREAS. ALL REMAINING PE MANE T E S ~ ; . F f~1 ~ Q
PAD (lYP) I , , ~ , ~ ` MEASURES SHOD , _ ' r , , 1b ~I / I I , } , _ ~ INSTALL T ESE CURES SHOWN ON PLAN. CLEAR ONLY AS NECESSARY TO CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS SHOULD GIN~~'~`'~`
BASIN I ~ H i K / 0 / ! ! ~ # ' 9 , ~ ~ ; . / /BASIN / , , / i ~ AND BASINS IMN NOW BE INSTALLED. ~%`~'~F ' ALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS, FRY
` p I , I I I I ~ , / I , I s '..t '~,/'.l ~ _ . q..+•^"_'I,L~ _,#9. ! / I r' 'r EDIAT LY AFTER CONSTRUCTION. 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FORA '''1+IIIttt~'~ BASINS IMM E
. , , ~ st?N My ~ ~ " , , I r 3. CALL STEVE I ALL STEVE MEYER 856-5706 FOR ON-SITE INSPECTION FINAL INSPECTION BY THE ENVIRONMENTAL ENGINEER STEVE ~ )
, , r• , , , I ~ , I I i ~ BY EN RO , NVIRONMENTAL ENGINEER TO OBTAIN CERTIFICATE MEYER. OBTAIN CERTIFICATE OF COMPLETION.
~ ,~I, , , ~ ~ - ~ / , BSt LEVEL SP DER OF COMPLIANCE. OMPLIANCE. ~ tc
; , , I y q, . ,>s ~ ~ , 4. BEGIN CLEARI ~ o , ' ~ ~ . ; KE ~ y , ~ , , , , , ' 30 ~ ' q96 J ~.nc~ ecec , ED. ROUGE :GIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS THESE PLANS HA4E BEEN APPROVED fOR CONSTRUC110N C~ BY THE TOWN OF WAKE FOREST. W 4 N
'J ,1 + 1 ' F NEED , ~ , 1'. 1 , , , , ' 1 / I ~ i , S ~ , ED. ROUGH GRADE SITE. ~ o . 4
a r ` r+~ 5. INSTALL STOF t ~ I ~ , ~ + I ~ ~ , ' , ~ , • : Np ~ STALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH ~ PUBLIC WORKS AND UTILITIES DATE ~ Q ~
3 . ~ ~ w ~ ..o ,a , BLOCK AND GRA ~ ~ ~ 5, c. ~ • ~ ~ , ~ , ant ~ ec~ 63+~ , K AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR
'a q• a ' h cr~i _ _ OTHER APPROVE ~ ~2 9 , ~y\ , , t r , , ~ + , Q , , ~ gseM~ ; zg ' TR CTION. R APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN ENGINEERING DEPARTMENT DATE
a ~ , , , wr _ CONS U ;TRUCTION.
I , ~ ~ , 6. STABILIZE SIT ~ABILIZE SITE AS AREAS ARE BROIlGliL11P TO FINISH FlRE PREVENTION DATE ?E WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED
~ . GRADE WITH VEt f ND MULCH DES MULCH DENUDED AREAS WITHIN 15 DAYS OF COMPLETION SUDDINSION ADMINISTRATOR DATE
> rt .~aE , . `~"r „ ~ r ~ . '1 i"`,~,..__ pNAsc ti._ Ire, ~ /
. \ \ i~~ F ANY PHASE NY PHASE OF CONSTRUCTION. GRAPHIC SCALE (5
Z
too o 50 100 260 400 p LO Z
2 8/17/05 Wake County Erosion Control JBC 0
IN FEET 1 6/22/05 NCDOT REVISION JAC
1 inch = 100 ft NO. DATE REVISION DESCRIPTION BY
7

Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three •
inches dee over adverse soil conditions, if available. V P
~ it
f\ Mixture 2. Rip the entire area to six inches deep. N Agricultural Limestone: 2 tons/acre (3 tons/acre in clay
` 3. Remove all loose rock, roots, and other h Fertilizer; soils) _ obstructions leaving surface reasonably smooth an ~ ~
.,n Superphosphate: 1,000 Ibs/acre - 10-10 10
_ ~ , , _ ~ .z~ - ao 00 , ~ ~ w _ •--r--- ~ ~ _ . ~ z~-_-+--- z Mulch - 20% anal is uniform. 500 Ibs/acre Ys 4• A Iy agricultural lime, fertilizer an Anchor; re -small roln straw PP i ~
t ` - - -,r-.-,~z. - _ a ~T ~ _ 2 tons/ac 9 dsu erphosphate uniformly and mix with soil (see ,I Asphalt Emulsion at 300 P
°f ; ~ °ii- ~-T _~r r ~ g `-s- v-~-~ ~-r- S`- v d ~o r a f m - . ; .a , ~ _ ~ ramarrt+-'meg.~'-' - ~ ~r}xL=.~a-^a~xs~ «E,.m udxt asr~s-~ti'a~mr~sk . - _ i + . als acre mixture). 9 /
. v T - o+ r. _ ~ ~ - - - ~ . _ . M.. - { . v~ - - ~ ~ an ~.,.~.,r., , _ r- - - edin Schedule 5. Continue tillage until swell-pulverized, firm Se g reasonably uniform seedbed Is prepared four to six Q
- _ "'n „ ~ i-- 5~ ~ „ , - r . ~ 4- ~ ~1 _ - _ _ 1 ''7~r For Shoulders, Side Ditches, Slopes (Max 3:1): inches deep. r/1
Date Type Planting Rate 6. Seed on a freshly prepared seedbed and cover ~
BASIN j' _ = -______,--.._..r-•-.-'~--• 2~ ~ pp, " BASIN ~ ~ of Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre seed lightly with seeding equipment or cultipack
#2 - v~ ~ 36~" Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre after seeding. Mar 1 -Apr 15 Talf Fescue 300 Ibs/acre 7. Mulch immediately after seeding and anchor
- d f ~ ~ r ~ r i, ' l _ _ - - - _ ° ~ ~ ~ ga. ,B 5'`` t Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs/acre mulch.
~ r TEMPORARY,'r ' r ~ ~ ' i ~ 0~ M, Ito ~-f~ ~ r ~ BERM ~ r ' d ` ~ ~ x z ~ ~ B 65 r Jul 1-Aug 15 Tall Fescue AND Browntop Millet or 125 Ibs/acre (Tall Fescue); 35 tall seeded areas and make necessary Sorghum-Sudan Hybrids*** • 30 8. Inspec
J „ r 1 ab 1 ll a 1 - ,r--- -'A ~ ~ P , Ibs/acre (Browntop Millet), re airs or reseedings within the planting season, if P 1~
e~ a , 9 , , ~spalL . z ~ ~J i ~ d ~ BORRO ~ - - , + ~ ~ ~ •f - ~ ~ AREA I Ibs/acre (Sorghum-Sudan Hybrids) ossible. If stand should be over 60% damaged, P 4~
~ 2. ,r~, _ 1 i ~ ~ _ __~-q. f g ~ ~ ~ l ~ ~ ~ r ~ re-establish following the original lime, fertilizer and ~ seeding rates.
r' ~ . . ~ / f ~ 7 ~4 t{ rr t. ~ I r ~ ~ ! ~ d i For Shoulders, Side Ditches, Slopes (3:1 to 2; 1) 9. Consult EFS Environmental Engineers on
~ - - r 1 y <<,, a f , i e maintenance tratement and fertilization after Q
Sericea Les edeza scarified) and 50 Ibs/acre (Sericea Lespedeza); Mar 1 -Jun 1 P ( ermanent cover is established. ,Ly use the following combinations; P
7 a [ j . , r ~ r 1 - A r 15 Add Tall Fescue 120 Ibs/acre • Ma p V
, r - ' I+ I ~ i - • ~ \ + ~ ~ , ~ f f I 1 ~ ~ ~ , 1 f ~ ! f 7 r f _ ~ I . ~"'U~~~ yf P dl ~f J1~~ V W.., r i Mar 1 -Jun 30 Or add Weeping Love grass 10 Ibs/acre
~ r S + P A sq, , , 7. + i+ _ l I ~ ~ 1 ! ~ dr ,ma'y`.".-..,.~' 'x~ ~ ~ \~t 1 . add Dulled Common Ibs acre Mar 1 -Jun 30 Or 25 / Bermuda rass NOTE: ~ 9
' ~ . , '~r>S` ~t~~ A~iN, `h, + r r ~ M + , + ~ °'SsG~ ~ , - set 1 Tail Fescue AND Browntop Mullet 120 Ibs/acre (Tall Fescue); 35 SEDIMENT BASINS ARE TO REMAIN 1N PLACE ~ Jun 1 p
or Sor hum-Sudan Hybrids*** Brownto Mullet ; 30 E 4~ N 9 Ibs/acre ( p ) DURING THE CONSTRUCTION PHASE OF TH
. i - , +i . 12'st40 87 1 / ir~~ ~ .af L ~s'° . , _ _ ~ _ w ~ i i t, aS' ' ~ r r d l r o i[e ~pp pp p g y ~ ~ p+ ~ ~ w r . „ t ~~lr r . - f 1 f Fi 4' ^ 4 y' N i3 i ~ 9 ~ ! t~ A'T ~ ~ F r 1 t. s r, + r WAq;r rr z r ,~5 ~ ~ r hum-Sudan H rids N Ibs/acre (So g yb ) O ~
~~~\ff{`, )A 1 -Mar 1 Sericea Lespedeza (unhulled riecea Les edeza ; PROJECT. ~ ~ Sept 70 Ibs/acre (Se p ) ~ ~ unscarified) AND Tall Fescue 120 Ibs acre Tall Fescue) V
~ ~ rz `t_t T r ,S_ + ~A a 1 I 31 *'~~r + ~ • A/ is ,+tlY / ~ r , ~ f + + { ; s r t ,t + , , ~ a , + f i< 1 w ''e 5 a Y _ e / ( O ~ o / Nov 1 Mar 1 AND Abruzzi Ry 25 Ibs acre SLOPE STABILIZATION REQUIREMENTS: / ~ ~
, + , s.~ ' f f, 12 ~ _ ' d i , 91 1 ' i , 'r 'i+.,, 3:1 AND FLATTER: GRASS ~ ~ ~
/ ~ f t + i . '~i r ~ r ° v a r , ._r ~ -t', t` r t$~`~~~,~ _ , °'T.. ,f +e +iri t 'j2 i Q jjyy - ~ ~ ~ ~ ~ ~ ~ ~ + i V y ~ t I ~ ~ " , 1 + ` 1 } 1 + + . ` ~ ` ~ e qSN:.,; i I t ~q. t ~ t , - I' : / ` i <r 1 n ~ P~ t J j Q f 1, E'` ~ yq s 6 , , ~ +f ~ r VINES ~ ~ ineer for additional information concerning other alternatives fo 3:1 TO 2:1 SHRUBS & ~
~ d . ; Q , Consult EFS Environmental Eng 1:5:1 RIP RAP ~ o ve etation ..o s. 2:1 TO „ 9
r Y+ , ded oreas, The above vegetation rates are those which do well under local condltl n , HAN 1:5:1: REQUIRES RETAINING WALL C ~ o of denu STEEPER T ~
i ' + .,i._ +._...4. , t .-2.a~7 + e-'i .P4_+ E ~ ~ ~ i~~ , © ~q ~ ~ _ _ _ , ~ r : ~ r . ~ 1 , 1. " ' f r~ ~,~•T i ~ E ~ 3 other seeding rate combinations are possible. ~ a ~ ~ w ~ 00
1 LF + ' . ~ \ s~ 1 1 1 .......h.. l rdin to o timum season for desired permanent vegetation. Do ALL AREAS WILL BE SEEDED AND MULCHED WITHIN r~•i ~ ~ o , TEMPORARY: Reseed acco g p "
efore movin ,otherwise fesuce may be SE OF ~ ~ ~ not allow temporary cover to grow over 12 In height b g 15 DAYS OF COMPLETION OF ANY PHA N rn ~ ~
~ ~ __8,~__., sa i~ , , ~ goo ° ~ - _ _ _ f ~ , f l ~ ..~.1 - ..,4 \._i. ; ~ ,.02~ .5.. ~ Ilj '/~-*•=lj,..... v Y, ! _ y d'! S}}.r ^Wrl ~ r f 1 out. O ; `fl x ' shaded GRADING. ~ o o ~rn
C, + y v r i. , .,I h ~ ~.._F~_ ~ 2 ~.._._~.Q,- a°tS"~, 'r ! f i r ~ ~ ' r VI~~' .l C ` ° ~ 2 LF a
3 s DER 9 SPREA ~'t, , - s L LE , ~ , f 0 _ , } d ! / f 5 f , n, d q r t 3 + s it i I ~ 5'r l A s I 1 "~'o~ 1 t
+ ~ ' . M.. _ t i , 1 i 1 1 r dp' !w ~S)`w°,'.. ~ p • . " + r i e r I / , , ti &
BASIN S ~ " ~ ,~......f~:~ - _ ,r~~.r~ f~.'.,~` SA~ 'r, f~? + , , , ~ t,r ~ ~ o,. ~ ~ t REED DRAIN BASIN SIZE BASIN Q10, CFS WEIR LENGTH^FT L
, , t r. ~ ~ i t ,4 ~ ~ Q "I. ! a .v..,.. Apt . Pikry~yt < t r ~yqt~ r 7, ~0~2 + e~~0 ~ '1(, t,,, ~ ~ B SIN @ASId DISTU C,~O/(C X H ~ ~ L ~&g y1Q YA Y~ QJMENSIONS DAX0,5X7.2 AREA• AC AHEA,.~ Q9i~]~.44.~E
I I r . o , ~ t ~ ~ , ~ + ~ 1 ~V ~ I ~ J9. d r ~ ~ aR," 7 "j ~ ~ , V ~ ~ , ~ , f 1 t v ~.m...,_ ' ~ 10.0' 5.79 50' 10.0% 5.47 8.0' 1.31 6" STONE
; , 20 ~ ~ 'TEMPORARY ,I ±-,~,~.r $r ~ = -f- ' , ~ ~ ~ ~ > ~ 1 sq'. t , , , J ~ r , ~ ~ IMENT & EROSION " r ~ Y ' ~ , p Sq~ v ~ . ~ ` - r 4Q,,, , i , ' ~ ` , 1 O,g 2,01 3618 20 X45 X4 7.2
~ 'I _ L . t~°_~_r1 ~ 1 ~ ~ EASEMENT ~ . , . ' + , - ~ , ~ ! , p0 ~ , _ _ - , P ' ~ ` ' • _ _ r ~ ~ ,~~„~-re , , 0' 9.24 50' 2.68% 5,30 B.0' 1.20 6" STONE 0,7 3.21 5778 24X48 X5 11.6 11 2
. q ' 10.0' 4.98 50' 25.0% 7.06 9.8' 2.36 9" STONE
~ ~ ' - I ' 3 0.6 1.73 3114 23 X46 X3 6.3
- .-o , ~w,_ , .iii- + 5 _.b-.., t r f... aquc~ ` , ~ , ~ k i }It . t ....,.^.•w, ~ < / p t f7 19 0~ 16.1 50' 12.5 6.56 8.0' 1.81 6" STONE 4 1.0 5.60 10080 32'X64'X5' 20 2
2 19 0' 16.1 50' 7.50% 6.79 9.8' 2.24 9" STONE
~ I , i i', s ~ ~ 'S~ I i 0 , ° 1 , 0 ~ ' 1 , , ~ r~ . 0~ ~ ,~g ~ ~ _ 0 ~.,_J i ~ ~ J , 5 1.0 5.60 10080 32 X64 X5 20• 17.9 50' 4.12 8.51 9.8' 3.18 g" STONE
( ) ~ .,.9 ~ 7 d V 1 s ~ I ~~(.7^w ~ n w. , ~ ~ _ _ - / - , 6* p,5 6,20 11160 34X66 X5 22.3 21.0
11.8 50' 7.50% 5.52 8.0' 1.27 6" STONE
' 7 1 7 ~ ~ ' ~ + S t K• ` ~ . g- _ ~ O', J, Y w ~ ~ r') \ s M1 ' \ 1 ~ / , « t ` ? 7 0,5 4.10 7380 27 X55 X5 14.8 14.0 •0' 11.8 50' 2.78% 7.56 9.8' 2.42 g" STONE C
, ` •1 , e~ ` n - 77.1 ^ J ~ ' \ Y - Id""°y+-.f ~ ~ y ~J7 9 ~ D'1 ~f , , , r_... ~ ~ . ~ 9 a ~r -r- [x_ ~ .i 4--.~W, ~ ~-~.~.1 5 8 1.5 4.10 7380 27 X55 X5 14.8 14
4 w ~ ~ d r~-., ' 2.50q 5.44 8.0' 1.34 6" STONE 2536 21 ~X42'X3' 5.1 10.0 4.06 50 L g* 1.1 1.41 ~
t f .1 ~ ~ q.`~ § w~ i , 3 Sq t J ~ i 1 IgdF Ids + ; ~ ~ ~ yqf 1 Q. 5 ~ ..C. nfi g6 t , e ` ~ }j , d t T~~ f 'r ~ ~ ((77 t ! I~ y1 y. $ }yt + ^,'4 1 f t , 1. - ~ ~ \ El. 2.30 50' 8.33% 4,69 8.0' 1.04 6" STONE '
O.BO 1440 15 X32 X3 2.8 10.0' U 10 0,25
~ , s ' ~ ~ ~ ,-~~,e ~ _ , } G f ! .Y 120' 9,B0 50' 6.67% 5.89 8.0' 1.52 6" STONE 3.40 6120 28X56 X4 12.2 J 11 0.9
e ~ ~ i 1 ' ~ ,Sq:. ; . ~ - ~ ~ ~ k6 i i ~ ' ~l 1~ 158 F , 6.60 50' 5.50% 4.79 8.0' 0.99 6" STONE L 10.0' J
l ~ `6 ,f~ r 1 t ~ASI ~ ~~1b - ~ , ~ ' ~ ~ f r ~ ,t ~ sq' LEVE SPREADER 2.31 4158 23 X46 X4 8,3 O 12 0.8
# ~ ~ - qr f • z AGE AREA, * SIZED BASED ON STORMWATER PIPING NOT DRAIN ~ n
d . ; , ~ r 1. , . ~ j ro + , , + t i . ~ r? i i t 4 i ~ + r A ' ~ I SIN ~1 r. t i ) ~ W
I , I+ ' i AA,, ~ W C
~'g . ; ~ ~ , ~ ~ . I , r5 i~ - q ~ r~ . 1 ~ ~ ~ ,i - ~ , - ~ J1 r i r J, f. ~C , ~ I ~1 ~J ~ r ~ j k t s`~ 6~' 1 , _ , SEED AND MULCH ~ ~
r _ - ~ , ~ _ , . 6~, I. ~ , - a,, - , , + , ,l .ii BARE GROUND Q .~..1
_ ' ~ . - _ , , t ~ _ Q 1 ~ ~ U
:,_t--~-- ~ ~i ;`L q,, r q., sq. d r ~S ~ 20 MPORARY . , r - + ~ , r. . d ; 1 ~ 0 ~ 1~ „ t c SED ENT & EROSION , ~ 4 ~ ' C~ 15' C ,ti
t i i . a~ ~ r . ~ ` , + + ~ v ~ ~ ~ r ~7 f~. ~ ~-,gc~., ~ 1'~ ~ ~ r, , ~ 1, , 5~ ~v e' ~ _ 5 j t sqf~• EA EMENT ry , 3, r Q1o ~G
1~ ~ ~d~ , , 5 5 , ~ , ~ LEGEND LEVEL SPREADER #1 ~ Q=CIA A` ~ W
,.,T `k 0 1 I ! C!J 3h r ~ ~ _ . .,Ord F .~''.C~ !JI l+ii sr ~ ! - , , TEMPQ~AR,Y cJ / ~ ~ ` r ~ '.1~8"RCMP . r f~ t 6 }1t•' sq' Depth x SILT FENCE _ ~ 7 D LINER Q(10-YEAR)-9.2 CFS
~ ~ ~ II 5 , ~ 6 j t~ s~ 3, INSTALL REQUIRE OR APPROVED EQUAL - c IMITS 9.2 CFS X 13 FEET = 119.6' ~ CLEARING L 120' ~
ff ~6 pf+ , , o ~ ~ g . ~ ~ . 1'- f r~ ~l t i' i ~ ~k r r r 1 ~ f r 1 f / ~ r t ? i~ r' ? ~ LENGTH PROVIDED ~
r r 2 ~ ~ ~ , ,.rti i ' r `,g'I ~ ; ~ 5 r~I 6~ ~7 CUSTOM ~ ~ .rr + ~ , r ~ r~Y q, `t1f ~ 6._ ~ ~ t - ~ TREE PROTECTION FENCE LEVEL SPREADER #2 ~ CUSTOM BASIN REMOVAL SEQUENCE 0
j. L 4, r ~ 'r f .5q. r r r `d d J o ~ , . r f , r , , s 19~~~,,`_~ i ; i 6 s' ds~„ sq' ' p~„ s r -ar D G• k~~ , ~1 ~ MPLETION AND SITE STABILIZATION Q=CIA Q k gl • UPON PROJECT CO _
+ ~r,f ~ ~ ~ ~ ~ ~ r., ~•f f r,, ~•.,~j,~.~s , - - , ~ I ~ T.~.`._...~, ' I~~O g1t, g5 -;<,r ~ ~ r ~u~. ' ~ , ' ! f ,,~A GL ~a - RISER B i_ , BASIN / 1 ~ ~ 02 ~0 DAM SHALL BE TEMPORARY DIVERSION Q(10-YEAR)-12.1 CFS ~ (L p RISER/BARREL, STONE FILTER AND BASIN .r
- ; ~ d 1.° ' `2 '~r''1r' ' S~ 4'1;~, - 6`~ ~a~ ~ rg~ 3x•d ~ , j ; sq ~ 0~~ 50' r REMOVE[ ,Z,~qf ~ `1eQt,'';, z~~..9~,s f ~ ~ r ~b.,0~q~f .,.~r0~p \ >,g ~~C r~ , , ~ RADED BACK TO 12.1 CFS X 13 FEET = 157.3 EMOVED AND ENTIRE STRUCTURE AREA G . ~ ~ ~ R INLET PROTECTION LENGTH PROVIDED 158
' 'fl , ~ - ~ „ + ~ t ~ + , : + ~ ` ~ t , d ' g1 ~ : , ~ + 0 '~_r,, ~ r pit~~ 0TJ ITS ORIG ITS ORIGINAL CONDITION. ~ ~ - TABLISHMENT OF LEVEL SPREADER #3 L. ~
+ ~ ~ + 4 f ~ r ~r--. ~ , ~ ' p ~ 2. TH I 2. THIS OPERATION SHALL ENTAIL RE ES 1 SEDIMENT BASIN Q=CIA DISTURBED SLOPES AND ARMORING OF Q
+ + ~ ~ ; , dsq-~d~ ~ ; ~ Sq W ,tr C~. + sq ~ r + s VEGETAL VEGETATION ON ALL NCE WITH THE ABOVE DETAIL Q(10-YEAR)=5.7 CFS SWALE INVERT IN ACCORDA
2 ~ _c.. ~ ° s r ~ ~ 1'!', a°-~~ + %i ; , , ~g, aq ~ P r ; , ~ ~ TO ~SI~}'li < ..,i. .l , + ~ SWALE 1 ~y 1 F ROCK CHECK DAM ~ BASIN AREA ALONG CENTERLINE 0 5.7 CFS X 13 FEET = 74.1' VERSE s~ SWALE TO TRANS O
~ ~ ~ • ~ r< r f + , , ~n_.u, ,~~J++, , yq.- t . , ANpO~ _ rsq r. ~ + ~ , ~ .sq. 1 I NATURAL , + , , , . ~ - FD- 1, + AL DRAINAGEWAY, TAIL DITCH TO DAYLIGHT ~ 1.0% LENGTH PROVIDED 75 NATUR TEMPORARY BERM C
+ ~ , , MAXIMUt, + + ~,_r, I ..~,w r~.~ . MAXIMUM. 3
` r 't^a., i , f , + ~ ' , ~ ~ ' Sq . ` ~ . ~ ~ t ~ ` r ,
~ ` `~.T ' ~ , 20. I , ,l g6, ~ ~ a gg ~ ° Url~.~ ftEO , r qo ~ o~ , + sq
e _ 2 I~` , ; „ ~ , 5 ~ , ~ q'~ 1 , ~
_ } 3 ' t `5~ ' ~ ~ I ,~6~°r~.. ~1 ~ Q ~ . ~ _ - + _ 7- r. Q.., , s , r $q, + t ,1 , t ; ~ ~ , ~ ~
S( z' i ` ~~:-V "rl ~~'4l / - t Y "W...., !^,..J t ASII, ~ti1 i1S 11, S } ~,L ~ . ~ '"mot. Y 1 4, } 1 1 I 0.. 'I t t ~t 1 ^0.~ 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE `~~uii,l++r~~~ CAR ~i
a ~ ~ ~ f + U-'~ , I r ~ ~ , t ' , i . ~ _ t 1 q ~ r„f " r +~10 , , , + , , ~ + f , ~ , G 65 , ~ r R ~ s r , , ~ , , r ~ ,~e COMPLETELY CALL STEVE MEYER FOR AN ~i~ TY CONSTRUCTION SE UENCE STABILIZED . , ,y , WAKE COUN
, ~ _ ,4~, , , ' , . - ENVIRONMENTAL ENGINEER. } , ~ssip ,9 NSTRUCTION INSPECTION BY THE , , ,~~~lrt~~?' 1. OBTAIN GRADING PERMIT. SCHEDULE A PRECO PORARY DIVERSIONS, SILT ~ ~ ~
~ ~ , , - ~ ~ ~ r , s _ ,g ~ , ~ ~Q , fir. , ~ ~ ~ ~ ~ ; ; CONFf , ~ ' ~ 1' ' ~ - 1 ~ 1 _ 8. IF SITE iS APPROVED, REMOVE TEM , a SEAL . - ENCE WITH ENVIRONMENTAL ENGINEER, STEVE MEYER. ANY ' a CONFER FENCE SEDIMENT BASINS, ETC. AND SEED OR STABILIZE 03053 ,
k k3 s ~ 1 I N 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY ~ ` ARE AREAS. ALL REMAINING PERMANENT EROSION .r"~P~°1~..; ~
ORAR ~ S R f r ~ Ii Jk~ c'h r ~S ~ ~ , ~ ~ t ,Yr ~ r „ TEMP 9 ~ ~ - 1 ~ s~ ~ "rte r , ~ , DIVER OR OTHER REMAINING B , F , P ~ , ~ DIVERSIONS, SILT FENCE, SEDIMENT BASINS CITY DISSIPATORS SHOULD GINE~ CONTROL DEVICES, SUCH AS VELO , , , , ~ `
m 18" CM ~ t $~6 , r ° " ,~q~ti,~< ~ ~ ~ ~ u r.. ; , f - - v , 5 t - r p°" ~s ~ _.n + _ r ~ d + + 1 - . ~ MEAS n S SHOWN ON PLAN. CLEAR ONLY AS NECESSARY TO F c, MEASURE NOW BE INSTALLED. !f, CRY e
°r,° DISSIPATOR ~ ` ° ~ " ~ . , + PAD (TYP) ~ ~ THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS, A ''+liluljl~ INSTALL 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
BASIN ~ ~ ' ; ` ~ .,~I"" + ` ~ ~ ~ - ° ; f <BASIN ' , d ~ , f ~ ~ ANO 1 " > AND BASINS IMMEDIATELY AFTER CONSTRUCTION. ENGINEER STEVE FINAL INSPECTION BY THE ENVIRONMENTAL
i ALL STEVE MEYER 856-5706) FOR ON-SITE INSPECTION P ETION. 3. C ~ I CERTIFICATE OF COM L MEYER. OBTA N
r ~ ~ BY ENVIRONMENTAL ENGINEER TO OBTAIN CERTIFICATE ~1)
~ ~ ~ I t~ I ~ `1 + 1 F +Itf Y OI CI + ~ , ~ ~ i ' B,+ ,d,r f , LEVEL SP DER OF COMPLIANCE. N APPROVED FOR CONSTRUCTION I"" R THESE PLANS HAVE BEE ~ Q N
on ~ ` ~ ~ _ d , ~ r ~ t f IN CLEARING AND GRUBBING. MAINTAIN DEVICES AS BY THE TOWN OF WAKE FOREST. ~ o ' 4. BEG ~ ~
b , ~ j~ q. f, ~ ~ ~ FE ,s ~ ~ I ~ , s t n ~e _ „ NEED ~ 60 , ~ 1 SIT C. , ~ ~ 3 H GRADE SITE. NEEDED. ROUG
~ 39 p g. d ~ / Y fs • A@ANp ~ r ~ OWN AND PROTECT INLETS WITH PUBLIC WORKS AND UTILn1ES DATE ~ ~ 5. INSTALL STORM SEWER, IF SH >
~ ~ , ~ ~ ~ ` BLOC. ~ ~ , , ~rr, 1 ~ ~N~ , 1 ~ e~ 1 w ~5 0 p ROLS SEDIMENT TRAPS OR ~ BLOCK AND GRAVEL INLET CONT ,
v ~ ~ ~ ~ . , ~ ! ~n fie 63 ~ OTHE HE PLAN. BEGIN ENGINEERING DEPARTfdENT DATE OTHER APPROVED MEASURES AS SHOWN ON T
a 15' , < ~a; ~ , r ~ t 11' fq OTRIe ' z, , 3~ + ++d ONS r gq. ~ , SeMCI,~1~ C r1 , ~ M\ , , 1 ' lrV I Y . CONSTRUCTION. FlRE PREVENTION DATE
a ~'i; ~ , t ~ ~ BRQ11GbI11P TO FINISH 6. STABILIZE SITE AS AREAS ARE
` ~ ~ ~ ~ , ~ , ~ ° GR ~ AD ~ x ~ . ~ GRADE WI SUDDINSION AOlAINISTRATOR DATE TH VEGETATION, PAVING, DITCH LININGS, ETC. SEED ~ PLETION
a ~ ~ , ~ ~ ~ ~ ~ ~ ND D MULCH DENUDED AREAS WITHIN 15 DAYS OF COM ~ N GRAPHIC SCALE Z
F ANY rHASE OF CONSTRUCTION.
~ 1 Z
~ ~ - 100 0 so 100 200 400
~ ~ ~ ~ ~t~ i ~ ~ ~ ~ ~ r ~ ~`i~ ~ i ~ ~ 2 8/17/05 Wake County Erosion Control :BC Q
o ~ . IN FEET 1 6122105 NCD07 RENSION JAC
dam' ~ ~ > o ~ ~ + O 1 inch = 100 tt N0. DATE REVISION DESCRIPTION BY
O i
C~ 's..
N

i waKE r~UN'IY SEE OI~HEDULE Seedbed Preparation:
1. Chisel compacted areas arld spread topsoil three •
~ i ~ Mixt inches deep over adverse soil conditions, if available. ~ Mixture
Tom;, Agrb A ricultural Limestone: ?tons acre 3 tons acre in cla 9 / ( / Y 2. Rlp the enure area to six Inches deep.
1 ~ ~ . , - " ` - r \ \ + t,,:v°r '--a ..a`,,,, \ r / ' _ . . z,~. _z'L ;y..' S n 4 ~'cT"'~ - f / / / / / i , Su Fertilizer: sods) 3. Remove all loose rock, roots, and other H
2000 i t _ - _ i~f"' , -t.S'8 rrU P[ ~ r , 1 , - ~ ar •`,a ` * j. ,y ~ "7' x a c,-. ,S-S 1 -~t=-'~=ru ~ .r--I 1^c--i- - - ~ ~ _ Superphosphate: 1,000 Ibs/acre - 10-10-10 obstructions leavin surface reasonabl smooth and ~ Mulch g y ~
' ,\'l r , r e-~t +.~_-}-+.sl,;:~swr+ve~+~-,.`w"';`~?•'"'-.".~..6 NX..';:n"~'C~~~'X~, l~ ...»r~. ~-~~.,,"~:°~')fr~.:4,•=~='),~'.r'I'%•-rs'.^`Y+`.'Y-,~i.~-l-ilf~ ~ , %--C--%. , ~c~. .~,r Ancl ~ -"'T ~ r i ',a - -+-7= ~ ' 'tea r-r ii - _L ' r ' t r r Y vim I " , r ,Sc~7®~_ r.. r^ l~$-r , , t~i ! 8 , , d! , r ° ~p r ~ g, `T' ,..r"T 7--T rG"T .g'-`-' r , ~ " ^ ~r ~ ~ f--- ."d i f'_ __...8 ~y_ ,.r - - Anchor: 500 Ibs/acre - 20% analysis uniform. ~
Y I ..4.-.t .:YI.I:G~ ~ I 1 ~~~~f l O 2 tans/acre -small grain straw 4. Apply agricultural lime, fertilizer an ~ Asphalt Emulsion at 300 dsuperphosphate uniform) and mix with soil see i '1' ~
Y ( , gals/acre mixture . I
Seep `a ~ . , Seedin Scheduie g 5. Continue tilla a until a well- ulverized, firm ~ 9 P V
aa~N-~ `az ' ~r F I t For For Shoulders, Side Ditches, Slopes (Max 3:1): reasonably uniform seedbed is prepared four to six
#1 ~ 255 ~X ~,OR _ ~ ~ RP' Date ~ ~ BASIN A~ h inches dee . o Date Type Planting Rate p ~
' ' 2 11~ 0 6 Aug ~ ~ ~ Nov Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre 6. Seed on a freshly prepared seedbed and cover Nov 1-Mar 1 Tall Fescue & Abruzzi R e seed li htl with seedin a ui ment or culti ack ~
TEMPORA r r ~ # - - - - ~ E G. ! , ~ _ - , , f kh g1 - Mar _ y 3001bs/acre g Y g q p P Mar 1 -Apr 15 Tal{ Fescue 300 Ibs/acre after seeding.
BERM . , , , ' ' , - ~ ' ' ~ J gS1 g6 , _ - D' R Apr Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs acre 7. Mulch immediately after seeding and anchor
> ~g , , , r, , ~ - - - - ; _ - . ; , , . g 1g5 - Jul r , , r , aae ~ , , r , ' tl~~ ~I Jul 1-Aug 15 Tall Fescue AND Brownta Millet or / _ *P* 125 Ibs/acre (Tall Fescue); 35 mulch. Sorghum Sudan Hybrids 8. Inspect all seeded areas and make necessary
r1 3 , . , , t " ~ BORRO~IJSPOIL r 'r~~ - ' , P ZO Ibs/acre (Browntop Millet); 30
~ - ',1 r ~ , , ~ , 1~ '.r" , ~ 1 AREA%: , r , , 1 - ri _ Ibs/acre (Sorghum-Sudan Hybrids) repairs or reseedings within the planting season, if ossible. If stand should be over 60% dame ed M~'~
` p 9 re-establish following the original lime, fertilizer and ~
' + 1 I ~ ~ipl I,, 1 1 ' ^ ~ - ~ _ / ` , / , v r , r , / - , I. , r I V , ! r 1i1'ir I { 1 , V r rii// r r { 1 , , For s Sla es 3:1 to 2:1 seeding rates. ~ For Shoulders, Side Ditche , p ( )
r , r ,t/ / + c » V f, I 1, 1 r ~ I 11 t 1 1 I r F r l I J \ ! .r fi r, 1 ..I / r 1 I, , ,I I\, `4~ / , , , 1^,r''" ~ ,//I/Ir/JI { ".!r 1 ~ I / / ! r n \ 9. Consult EFS Environmental Engineers on
{ 1111v - - •W 1 r r '.,lr,ri~l"...-/'~/_...~ .r~ , ~•.I:- „ J 1, - , , , , ~ ~ , , _ cA Mar I[I ,,,rr,,, , , ~ Mar 1 -Jun 1 Sericea Lespedeza (scarified) and 50 Ibs/acre (Sericea Lespedeza); maintenance tratement and fertilization after use the following combinations: permanent cover is established.
11 1 , ( - ~ 1 1 I I I , 1 1. ' t • , f l + I / ~ ~ _ - ' ' 7 t~ ;1 1 ~ 5 A Mar 11 1 1 1, r t ~ X //11 111 ,11 it, ~ ! r, r i -r , 1. { ~ ;I' ' lY' Mar 1 - A r 15 Add Tall Fescue 120 Ibs acre P /
~~I 1 v. , + r I 4 , , r r ! r r`'^-`"r, , 4 ~ r r ~ F S~ S Mar el t A~IIY, 'kr ! r r I , , l: , ',"`_..,K ~ r r $~'1 Mar 1 -Jun 30 Or add Weeping Love grass 10 Ibs/acre
t' 1 ! . , 'x ON 9, , Mar , ~ s ' I ~ , / Mar 1 -Jun 30 Or add Julled Common 25 Ibs/acre U Bermudagrass
, 11 ttl,t[IIt'Itti,r,,r ; A . 'fir g I ,I , r ~2, f~.. c a , ' ~ ti { nt+,tl,, t a t.' ~ I I I , 5Q . , ~ - - . $ - 1 1 t , , ~i~Qo _ _ 9 8 i 1 T' " . ilUl' p ~ ~k~j Ur) r _ . Jun 1 -Set 1 Tall Fescue AND Browntop Mullet NOTE. N P or Sor hum-Sudan H rids*** 120 Ibs/acre (Tall Fescue); 35 ~ ~
. hr, , g Ibs acre Brownto Mullet ~ 3o SEDIMENT BASINS ARE TO REMAIN IN PLACE
r ~ l 1 ~1 ~ Y.,...}.L. ~ ~ I_7,_. _.7_, f^'^ r r > _F _ 1 , .,...~i.~' i +J'• ^ r'r ~2 4t,. s-, , llnrr ' I ~'a, I , I It ~ lip ~ ~ ° t ~ ~p 9 _ , _ H _ Ibs/acre (Sorghum-Sudan Hybrids) DURING THE CONSTRUCTION PHASE OF THE N c~I ~ Sept 1 Mar 1 Sericea Lespedeza (unhulled PROJECT. ~ cw
, , ! , , 11 I i \ , ~ 1 1 1 a;, ,f, I \ _ _ l,~(1 ^r l,' !1,`l / / ` , ~ 'y ? Y r 7 1 ~ t ~ r ~ / I , , I 1 ~ r , r: t I 1 1 , ~ v... ~ ~`r, r - r NOV unscarlfied) AND Tall Fescue 70 Ibs/acre (Senecea Lespedeza); ~ ~
I %3 i ~ 1 I I , , I 1 I , , , ,1---7~ I • "~-,.l- ~ ~ 1 + ~ti~..--1 ~ 4 e , ~ I4 , r, , ` y i 11 r /''1 , 2 I, 1 li r 4j11 t I I t t 1 > \ - l ri JOtr^ r I 120 Ibs/acre (Tall Fescue) ~ p Nov 1 -Mar 1 AND Abruzzi Rye e:y ~ 251bs/acre SLOPE STABILIZATION REQUIREMENTS: O U' o
~ '~tl 'III ~`11 L.~~ i 3~b• } t~ sf _r_~. r, ,1 1 s 1 ~ 1 t ~Ja i, / 5Q' I 7 1 1 J~ 1 ,1 O~ l'
111t v t s t, I~~r, ` + A t 6~' + + I~,`,"'r ~°!I, , ~ / A ~ t t , ',9 Gj1 , , t , , ' tl p'~11lI I ~ •~~.-'r". ~ ' , !r rI r\ ° r 1 1 t 1,' 11 1 , , _ _ t , . 1 1 ~ , » r , ' 1, to Con, 3:1 AND FLATTER: GRASS ~ ~ Consult EFS Environmental Engineer for additional information concerning other alternatives for ~ U
_ 1 1 , , \ tt i 1 I , i S ~ , f~ l r, , If , ` J...!_ , ! t yy 4_ , q, 1 t t• t 1 , r y .:/r~r ~i , ,,/o, ~if ~ Vf:gf 3:1 TO 2:1 SHRUBS & VINES t~ ~ vegetation 2:1 TO 1:5:1 RIP RAP ~ ~ ~
, t , ' 11,11„\° ` - ~5a' ~ p05 ~ r r';., " ; rr A ~ of c of denuded areas. The above vegetation rates are those which do well under local conditions; ~ q
\ . t , t t ~ ya•' , I '1-- ,r. r ' r r" r ' r rrl 1 t I 1 , other seeding rate combinations are possible. STEEPER THAN 1:5:1 REQUIRES RETAINING WALL a ~ z
I I \ t -`at~J'~, ,t ' i ~ ~ ; 1 11~` ~t' _~.~,';:ir ,i''r , ,ja , ` , I, ~ 07 ' r ~ ~ t t t " r.".a } ~ 5aE r ~ r 1 = 1 Q 5d ` • r ~ r ~ ~ r . ~ r 1 ' ' ' r'''! Q• r ~ r ~q ~ TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do A W _ y w ~ ~ ~
r .,..d. , t-.n.-.4 l a..Y~' ' I t 1p ` » , ;f:.\ I , 1 l ~ fa,~, , , ( (lOt r . , , - 02 1 g~,- not allow tem Drat cover to row over 12 In hei ht before movin ,otherwise fesuce ma be LL AREAS ILL BE SEEDED AND MULCHED WITHIN r.~, ~ r« P Y 9 9 9 Y 1 a o q~
, , ' ` ° - ~ 'i ,'~""~-,tr, , shad I, r ~ ' qt; ~ ti >_"7 , /r`.' rrl 2 , 1 .Q" ~ . ri 11 ~ ' ' ' r ~ t shaded out. 5 DAYS OF COMPLETION OF ANY PHASE OF .o w O N ~ GRADING. x ,
1 ~5a , g < 5a. . ' i2 LF ° ~ 1 1 0 t 1 1 1 , v ~ ' , r d I :e, > 0 ~ ' , ^ r , t , 1 r 'U't' , , ~ I , a~6 I ~9~ , r /r~'16'Sa 10, ,.,r Q,~~rr, r ~ LE L SPREADER ~ o o
I BASIN 1 ~ , r l r, a °i~rn
7f , , , } l f 1 1 ,1r5 ~OI 1 1' Y ~r r!r Ir~•, r1 I I • I /~A•' , 6~ I , , t , _A, ~'I` fjQ' ;'r ~ .'3' .1~r FJQ•
I , , r5~ r r a,,, 4r ..fl1~ .10 - . ,0 tl~ l O DI .5q ~ s I @A~ld @ASl1! DISTURBED DRAIN BASIN SIZE BASIN Q10, CFS WEIR LENGTH, FT
I 11 ' r r,,,~ 1 , ' v,, ~ 201 TEMPORARY ~ 9,._.~.~.r ` , g~~y, ,a ; _ _ r.,,, ' ` • , , ' \ ~ B 51N A) eREA. AC AREA. AC i~AX1800.CF QQXO.5X7.2 ~~t~~~1 ~ L ~ Ye I~
SEDIMENT & EROSION t , ' ~ , , _t,r1~,• , ~ e. , ~ . , ~ ' ~ . , ' ` , ~6, , 4 , . . EASEMENT , , _ ti sq ~ ea: , , - - - 4
1 0.9 2.01 3618 20'X45'X4' 7.2 10.0' 5.79 50' 10.0% 5.47 8,0' 1.31 6" STONE
L'^'»^•^•. \ t I 1 ~ ' 15a• ' , ~ 1 ~,t V ? . , r> ; r - f Q~/~[''!~,''~ 1 t , , , ! 1 ~j~ I 1 I t , ~J`~ \ 1 , _ t ~ f:'., ' I " V ` q i r r 1 ` ~ ~ ` 2 0.7 3.21 5778 24'X48'X5' 11.6 11.0' 9.24 50' 2.68% 5,30 8.0' 1.20 6" STONE
1 r--- i r rr
_ _ 3 0.6 1.73 3114 23'X46'X3' 6.3 10.0' 4.98 50' 25.0% 7.06 9.8' 2.36 9" STONE
, 1 { ! 1 l t ' ' VI 1 t 1 , \ t\ 10\+ 1 ` , , ~ 1`~, ~,r, )i Q~,rt b I r"1 ()1 G1`. / , 1 t 1 !7 Is`M1 1 , ~ 5~1`~• ~ 11, J4 ; - ~ ~ja}~. ~ ~ . I , a ~ ~q, 4 4 1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 12.5 6.56 8.0' 1.81 6" STONE
1 r, f r A 24 ~>ti. ~ 5 1.0 5.60 10080 32'X64'X5' 20.2 19.0' 16.1 50' 7.50% 6.79 9.8' 2.24 g" SI~~NE
6* 0.5 6,20 1116D 34'X66'X5' 22.3 21.0' 17.9 50' 4.12% 8.51 9.8' 3.18 g" ;JUNE
1 1 r~ 1,~y t -9a_ -d~ , , v , r t r ~ 1 7 0.5 4.10 738D 2TX55'X5' 14.8 14.0' 11.8 50' 7.50% 5.52 8.0' 1.27 6" S I ~ ENE
! I 1 t - - - , , ~ ~ ~ , 5
' 11.8 50' 2.78% ?.56 9.8' 2.42 " ~ 8 1.5 4.10 7380 27 X55 X5 14.8 14.0 9 S I i~NE
y o , `5a k yr. ~ , 6 t5 1 , ~ , I ~ , , !f~,, / , ~ ~ 1.. , to , , , , t • , ' , a• r 7 9* 1.1 1.41 2538 21'X42'X3' 5.1 10.0' 4.06 50' 2,50% 5.44 8.0' 1.34 6" Slu
1' ~ ~ t . , ~ fir' , \ f NE L
1 , `~5~. 1 I 1 10 I ' ~ ~ t L ~ 1 ~ ~ 1 1 V' ` ~ L{, +°~..y 6~0 ° i 1 1 1l i ti• / _ _ if t , 1 I 10 0.25 0.80 1440 15'X32'X3' 2.8 10.0' 2.30 50' 8.33% 4.69 8.0' 1.04 6" `•I~'NE l~
yd, t, , 1 t 1 t sw• I,: I. 1, 1 a' 4 f I » , ' 9.80 50' 6.67% 5.89 8.0' 1.52 U it 0.9 3.40 6120 28 X56 X4' 12.2 12.0' 6 SIuNE
,ti ~ 1 '1 1 1 t , , I J L 1 1 ~ 5, - : s~ , 158 F ' # Y, ~ ° r ' t'om' `I b ,11 , f , . I 1 , I I , a•
~ , ~ ~ ; ~6 ~ ' `,1`,+ , ~ , ~ , .1 , . ~ , 1 s LEVE SPREADER 12 .C 12 0.8 2.31 4158 23 X46 X4 8.3 10.0 6.60 50 5.50% 4.79 8.0 0.99 6" S I; INE C y,, .r J
, - - I i 1 , , i 1 1 .fit. ¢ t t v't'~., , , ;^-.~~1 t 1, , na i Q_ , >k , ~ ' , yQ• , ~ , ~ ~ ~ ~h- r ~ ~ / 1. , r r SIZED BASE 0 * SIZED BASED ON STORMWATER PIPIII~~ NOT DRAINAGE AREA. d
I , 1' ` , • , 1 _ ~g . l r 1~C3 1 + l , t. rt~^~ ~ 3 ~ r ~ .,,J .•I . 1 . ~ v r r , 4 1 ASIN _ i~ l •.J,_.- : .---,t ~ ,,,_l 1 ,A ti 3. I ~ , I r 1", ~Y• I r I l , "'^i _ T 1p \ t I f r 1 , i , ~ ~ \ tt~ ~Z
_yt. 1" ~ , I _ '1 i r c, ~ r r I , 'r , l v 5 ( 't ti' I`~ i _ ~ . ~ 1 ~ 1 tf~ .SL > ~
i'_~_`...-\ ~ .~_-''„".r ~ ` 1 !I rr l ~ / , i 1 I '`J f I I r. ! t '1 1 I ~O 1'. 1 f ~ I , " t ' , a , ,rr ' r 4~ ~ 1 ~ I ,1 I '1 , , , SEE Q~ SEED AND MULCH C
. ~ r---~--, ~ . , , , ~ - J-F'. r, ~ ~ ` , " . ` . ~ ~ \ ` * \ , , , , ~ ! I 1 , ' 1 (11 ` ` r _ » _ ~ r ` E.r;..... r l . , i 1 i I . t f BAI 1 J 1 BARE GROUND
~ ~J I 1 'Q 5 ' fd ~ 1 +ey~,~ ~ ' ' `~i , , J r, r' ! e 1 , rs t , ' 't \ 20 MPORARY
. ~ , , , , , d r 'r ty~ + . ` `-..,f , , ~ ° ~ ,i . ~ SED ENT & EROSION 15' U
I , , ; `x r r .5 , r~~ e EA EMENT 3: 3; ~ • 1 . Q10
„1TEMftit~f~A~Y r ;"r, 1 1 1 ~1 ~ , ~ r , % , 1 ,1 ~ + ,1 11181 +OMh, : r 1 1 ~ , I , ` , r - I' 11 ~ De th P , ~ I 1 ( I i , t , , 7- , 1 , , r (~A ~ , ~`•J~ r / ~f ' 1 I I
, i 1 1 I 1 I a 1 1 a !6~ _ r 6 1 1 + I ~1 fit. ~n P , 1 1 1 t i , I t t ,r , r,' J( r ~ i I 'rh ! ~ r 11 Sa• L , ~ , , , , ,'4 fJ , r , 4 ,t t Qr 1 1 De th - LEGEND LEVEL SPREADER ~1 ~ :~.r ~ P x SILT FENCE Q=CIA ~
,..r~,:.' I , I `11, l I , Ir , , 111 , rr. , ~ » ..`,,r.-.~ , 1 , 5 , ! , ,.~J' ~ 7 1 7 i f / ! , r ' , ~ i , I r ~ 1~~ i/ r 1 r l,J I , ~..,,.,ti.l 1 [ 1 7.. 'a~' r r,, , n , r t1 F1 11 I I 1 t 1' . ~ 1 / , r r , I 3 INSTALL REQUIRED LINER Q(10-YEAR)-9.2 CFS OR APPROVED EQUAL -
/ ` ~ Fl J r , ~ Q 1 Y' ! ! 1 /y~(~f~~ ~ r +.i` 17 ti..,"'"• 1 `'O ~ , , ! / ; r ' l 1 ' r , JI I r ! Ir J! Il ..,,y r f l' _ - r, , r, ; , , , , , ; d" . 19`1 r , r , I , 5a• , ~6 , : ,.v g1 ,h eat _ v CLEARING LIMITS 9.2 CFS X 13 FEET - 119.6
rr'„ I,. r, , , , , ~r ,1.., ~ , e , ' 3 sa- - ~ ~ ~ 1 z r f a.5a• , , NIF 8~R 7 CUSTOM BASIN REM r r r I / ~ f i ,l •l. ~ / , o e ~ , LENGTH PROVIDED 120' J BASIN REMOVAL SEQUENCE tP ~
r _ , :'t- r , , , , BASIhJ ' r 1 ~f^~.,, r , T . Xrj, ~ r G 3 ' r _ ~ r 4,1 1 , , , 3 RO G~ k gi • UPON P OJ CT , I I r ~ f ' I I 1! , ' I ~ 1 0 P -0 R E ~j ; TREE PROTECTION FENCE LEVEL SPREADER ~2 `t- ~ ON PROJECT COMPLETION AND SI TE STABILIZATION Q=CIA
~ „ , 1 I " ~1 r ' , 2~ (fir , + 5 , ~ r ~j ~`,~<'e, r l , , 4 1~ IFF 5~' g5 ' I 1 ~ I A• 11 l , sA' . , 6 s~' , ~ ~ . I , "t t GL 18 - , 1 ,1 ~ l I ~ l 1 , r l 9 ~ ~ , 4 a. ~ Z RISER BARREL STO BARREL, STONE FILTER AND BASIN DAM SMALL BE TEMPORARY DIVERSION q 10-YEAR =12.1 CFS C ~
• ~ , 1 1, , , 1 a , , ~ , .r o , . ~ 6' j'tf ~ t1JG REMOVED AND ENTII .1, i i 1 1 I 1 I'~..1' r, tiF't,Y 1 ry 1 1 i r ~ I~ ( ) ~ ~ .D AND ENTIRE STRUCTURE AREA GRADED BACK TO 12.1 CFS X 13 FEET = 157. ' CA 3 .E..r
1 ` r,...,a1 , r , 1 r .r/rr~ I , ~ ~~e. ~ . _ , > l1 ~ P~ 2~ ITS ORIGINAL CONDI ~~r I , 1 1 1 , ' I 1 , ~.1 I I I~,ya~,,1' 1 ~ ~ , ~ '~.V !ll~~~ g' t , ' 1'' 0 GINAL CONDITION. INLET PROTECTION LENGTH PROVIDED 158' ~
~ /~'~'';~.r 1 •1' . t ,111 ,1 _e W' a•, ~1 aE'`] 2, THIS OPERATION r e 1 ~ ~ ~ - r ~ ~ ~a•, ~ - ~ ~ 3 ~ / ~ ~ C.~ oQ ~ 4 a o l VEGETAT ON 0 S OPERATION SHALL ENTAIL RE-ESTABLISHMENT OF ~ LEVEL SPREADER 3 ~TION ON ALL DISTURBE SLOPES A #
. ? , I~ ; , , ' ~ gg' , ! ~1 1 , I~..1 , / ~ ~ n17~ - Ec. , 3 0~... I N ALL ¦ ~ ° ~ ~ ~ ?1' , ! 1 ~ I_ ~ I I 1 , 51 .I, ~-~y. SM 1 1 ; , , I 1 -.1 SWALE INVERT IN A~ I I , 1~ I 1^.l ~ l I~l , 1~ , , ~ W 1 't ~t,•, - V T r~V , r , i"y,,,... D ND ARMORING OF 10 SEDIMENT BASIN =C1A ~ INVERT IN ACCORDANCE WITH THE ABOVE DETAIL Q ~
r , ~ ~ ! 1 ~ p , 19a { t t - a'. A6 E 1 Oor`~'• ' 1 CO { ~ ,1 ' 1 t ; t-` 0 1 111 t~,~.o>~ r~ N 1 ~ rsa• r 1 + 1 ~0`~ Ft:'~ SWALE TO TRANSVE TO TRANSVERSE BASIN AREA ALONG CENTERLINE OF Q(10-YEAR)=5.7 CFS ROCK CHECK DAM
:,1,~•,.',' 1 , • t ~ ~ t~ ~1~ 1 ~ 1 1b's°` ~ NATURAL 6RAINAGE' 1 , , 1 r l~ 1 1 1 ~ ! ~ , Ai A 1 ' ~ 1 P 1 1..'C'r1 ~ "r'^.~,-1 , t I ~ "I 5.7 CFS X 13 FEET = 74.1' M., ~L DRAINAGEWAY, TAIL DITCH TO DAYLIGHT ®1.0% ,
1 11 , 1 1 ,1 ' ! ' ~ 1 \ t C » ~ J i , I I t t , Q• 1 1 t ~ \ ~ s MAXIMUM. ~1, 1 `r t ' ' OQ t ~ ` ~'a,{ • ~2t r<1. , r . ~ W J X5.0% ~p1~,~1, I . ~ t , , ~r-~,.I 1 ; I IM LENGTH PROVIDED 75 Q ® TEMPORARY BERM
, 11, , i• , , ~ , . o ~ I : '91 , ~UJ~ -fl' ~ 1 5a{~1 e1 , ~ ,E~• 1 , , 1 t 5a , , ! , , •a 1 ' eA arc 1 ,k k-~ ~ ~ ! o ~a , C
1 t Ik~~, ~ 1 t , '-T"'-1 r' \'_~1 \ - 5~~. ~.Q S' '~5,1 1 I I , ~ \ ~I I 1
'q ~ f~ 1 0
-e,.-, , , t , 11 `~a'~ , + 1~ ~ '.~~t'T'" + I I j L' j-3~~;;c - " 1 ~ 1 v '.mil ~ I 1 1 0~ t{tis. [ i ~ ~ ~ ~ ~ w ~ ~ " 1 ` -a+' : \ , ._.1--°` , , I _ , ea.~; 1 1 t O 15 1 1 I t 11 1 + a 1 ° \ \ . \
a •r1 t 1 tv/ , v stir ~t~'~~ v I ~ 3 ~ ~--r,,' ,1 ' ttt vltt o `v°v • ~ ~ tr t ~J ' t ~ ~ v E a ~ ` ' ` 1 ! ~ - / t lip t ~ r tit t ~ i t t t + 1 ~ v : ` v ,
U 55a•.` ~ ' ~ . 11 ti 1 ,~`sQ•,1+,, ---p-;~ 1 _ ~ 1 ti~ 1~~ r", a-,,, zA51Nl „+`11'r r, `v•~; v~ 0 tom, a,6 \^pLL 11'L 1 \ °,~~~..•»-,1,\ ~`5,a, ~/.'t _ ` ° 'ti, ~ w(j 5Q t i , 0~ r~.• rilf'QI,111 ttt+,l,tt rr r `\,'`\~~\I`, 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE ,II,
AWi'1 R 5 A ~ r.Y • l~ t a ! 1 { I It ' ~ 1 i 1 , \ \ gd', , . . ,1-~. , t:~, ~ ' , 5, r 1 + t 1 , WAKE COUNT n W , ~ , \ : ~E COUNTY CONSTRUCTION SEQUENCE STABILIZE o - D C MPLETELY, CALL STEVE MEYER FOR AN CARD ~i,
l ' It1, AD . r iTAiN GRADING PERMIT. SCHEDULE A PRECONSTRUCTiON INSPECTION BY THE ENVIRONMENTAL ENGINEE ' ' ' ' '~~'Y'% R. q . SS/p , 9
13 _ . . , ~ _ a~., o, ~ 1 q z v N TEMPORAR s~ ~ :_r , r ~ > ! ~ ~ ~ k ~ ,~o`~ E~.r , ` CONFERENCE Wf1 ERENCE WITH ENVIRONMENTAL ENGINEER, STEVE MEYER. 8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVER510NS, SILT ~ ;A,~~~,~?
M n 6~ ~ ~ , , , , ~ ` ~ r ~ 1 Yb , ~ 1 v v ;tr".. 1 I $Q ~ , t 1 , ti ~ v 18 CM ~ ~ rr , A. ~~~s $ ~t i• , 1 +At v`. ~ _ 8, , , ~a. ~ L, _ ,r ~ ~ 2. INSTALL GRA1 ~yj~ . , 5~ AL STALL GRAVEL CONSTRUCTION PAD, TEMPORARY FENCE, SEDIMENT BASINS, ETC. AND SEED OR STABILIZE ANY ~ a ~
DIS5IPATOR + ~W I 5 r ~ t0 r ' 7 V ~ r ~ w' ~ ~ ~ Dl ERSIONS, SILL r , T I PAD (TYP} + ~ ~ ~ r 031534 ,SIGNS, SILT FENCE, SEDIMENT BASINS OR OTHER REMAINING BARE AREAS. ALL REMAINING PERMANENT EROSION
~ ~ 1.---;--1•---r---_ ~ ~ , ; , r I 1 1 r ~ ~ ~ MEASURES SHOVI vt BASIN . 1~ Vie-. URES SHOWN ON PLAN. CLEAR ONLY AS NECESSARY TO CQNTROL DEVICES SUCH AS VELOCITY DISSIPA f . Q TORS SHOULD ; ~ ~ ~
o #t1 I~ . ~I 1 ~ I ~ 1 >3.' ~ r , , , , a r , INSTALL THESE ALL THESE DEVICES. SEED TEMPORARY DIVERSIONS B RMS NOW BE INSTALLED. ;,~F . GIN . E >c G
~~z_ . r BASIN ~ 1,,,.. ,1 , 1, , , ~ , . , , , - , , ,r _ AND BASINS IMM ~ , , I f , , , 1 1 1 1 1 ' ' t ~ ,..r" „s t_ I _ ' ' 1.~~~J/~ ..-~9 ~ r 1r r BASINS IMMEDIATE Y F CO 9. WHEN VEGETAT N !~~~RY 8• ,~1 L A TER NSTRUCTION. 10 HAS BECOME ESTABLISHED, CALL FORA ~ ili14ti~ti~~
00 t I ' ; , , ,t~ 1 ~ , • r , • r 3. CALL STEVE ~ bA t 1'" 1 1~ ' $ l I r 1 ' ` 1 I ~ ' h r r I r ALL STEVE MEYER (856-5706) FOR ON-SITE INSPECTION FINAL INSPECTION BY THE ENVIRONMENTAL ENGINEER STEVE
~ ~ t ' BY ENVIRONMENT '+-t'~ I~t , ' 8 i 1 1 _ ,,.4_ ` A L " r , $ I ' " l 1- `lu i 'v ' 1 t y-,-~ ~ , • 1 1 'p t- - ~ ~ ~ !l , ! r , es+ ' y X11,1 " 5 LF ~UVIRONMENTAL ENGINEER TO OBTAIN CERTIFICATE MEYER. OBTAIN CERTIFICATE OF COMPLETION.
18t . ~ ~ ~ , . 6 , - OF COMPLIANCE. , 1 ' + r ti ~ ~ 50; ~ ~ LEVEL SP DER s rrr OMPLIANCE.
~ ~ ' ' , ~o sa' 4 BEGIN CLEARI ~ + 1 , f t , t ~ I r~ I ' t 1~9` ' ~ ~ ~ U,nGI~! ,~~1/, Y.Y~ " rl l :GIN CLEARING AND GRUBBING. MAINTAIN DEVIC S A ~ ~ E S THESE PLANS NAVE BEEN APPROVED FOR CONSTRUCTION
~ , , , , , , . , , 1~;'; ; ; , , ~ 1 1 1 ~ ~ _ _ - NEEDED. ROUGI- v 1 { _ ~ , To. ~SMt t , , , ° 1 , ,,f r I ~ ~ ~gq~. e~ f r,. 5. INSTALL STOR ED. ROUGH GRAD BY THE TOWN OF WAKE FOREST. ~ Q cV E SITE.
r ~ • , : ~ r . _75.0, ON~p " STALL STORM SEWER OW ° ~i IF SH N, AND PROTECT INLETS WITH g PUBLIC WORKS AND UTILITIES DAIS ~
,a ` 5\ ~ ~ 1 1 k~ / ~ e ~ ',4 • BLOCK AND GRA K AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR ~ p ~
` ~ ~ ~ F° OTHER APPROV I 2 , ~ ~ s c E ~ 1 >r , , ~rvr CONSTRUCTION. R APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN ~ ENGINEERING DEPARTMENT DATE
TRUCTION.
a, ~ °1 1 6, STABILIZE SI7i 6 . ~ , + t , ,"`'°a*..~ ~ : < ~ GRADE WITH VEG 'ABILIZE SITE AS AREAS ARE BRQl1C~liL' 11P TO F(MSH FlRE PREVENnoN DATE
~R + ~ , ° ~ ' i ~ / ND MULCH DEN E WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED
MULCH DENUDED AREAS WITHIN 15 DAYS OF COMPLETION SUDDIViSION ADMINISTRATOR DATE
F ANY PHASE VY PHASE OF CONSTRUCTION.
GRAPHIC SCALE
00 z - L0 100 0 50 100 200 400 d
o 9z
2 8/17/05 Wake County Erosion Control Jac 0
INT) 1 6/22/05 NCDOT RENSION JAC
1 inch = 100 ft. NO. DATE REVISION DESCRIPTION 8Y
v
cto

O„ t i ~ J
' i I ~1 V' V' U' U~ ~ ~ i' ~ l r ~ i~
~ ~ ~ ~ ~ ~ t1~ ~ ~ t9r ~
~ I r ~ ~ o ~ I ~ ~ ~ ~ ~ ~ ~ ~ r,.,~ I ~ , i~ r
I TD ~ ~ C~ C~ I C~ C~ l ~ . 1 ~ C~ CJ ~ ~ ~ ~ ~ ~ ~ ~ C`\ 1 1 car t5 ! l ~ ~ ~ ~
~ ~ C~ \ I r ~ ~ ~ ~ ~ ~ C~ tP MCI ~ ~ ~ J~ ~ x a ~
~ ~ Q i I I x ~I ~ AUSTIN _W_ V1~.W__BL~D __.-w.. 1 ~ ~ 1 ~ ,1J ',,,,e , r ~ n
I x ~ lVM I ONV 1 ~ - - - I ~ I ~l s' ~ ~ ~ ~ + ~ ~~0, + 1 Q I' ~ ~ j
. 12" VALVE ~ - C~ 4~ -1 1 l,. / ~ ~ ~ . 1 ° ~ t ~i ~ ~ ! l Q ! ~ ~ ~ ~
WITH BOX > f MN o i` ~ ~r 1 ~ t9 ' ~ 'i 'I . ~ 1 ~ r ~ ~l O ~ ~
5 ~5 C°-~ A 12 ALVE t. M CB = 1 i ~ ( ~ j l t°~. ~ 6 ~ V
12" X 12" TEE WI BOX 0 0 0 0 ;~5 0 0 0 13 0 o io Q z ~ ~
I_ ~ ~ -I- - ~ ~ ~ ~r ~:;g - _ o ~ e 1~ ~ i' I ~ r > ~
N ~ CV N X i.,,l 8p N N fl B 1 x w~ , GB P P 2 A E a I CJ , , ~ r' ~9 ~ f,~ . ~ ~ MPORARY l'~ f~ /
b b '*4 '~,r 5 #5 1 X 8 CROS~, ,u, ~ O ! ^ ~a~~a Mp ':'~A / PIPE 6 " f' r 1 ) ~ r
~ ~ r r ~ ~ ~ ~ _
0 9 i . , , . 1N3W3S b'M3aIS ON'd 3 1 - , = ~w / / ~ ce c'C ~ ~
- ti ~ Ql _ a ~ ~ ~ ~ ~
12 VALVE ~ ~ ~ a- . ~ r r~ ~ ~ ~ ~5
WITH BOX r~ x ~ I ~ ( ~ i ~ ~ r....._a ~ ~ ~ N PROPOSED YDRANT ~iYDRANT ~ ~ ~ a,, I 1 t~ ~ ~ NOTE. 4~ ~ ~ c~ ~
x ~ ASSEMBLY o ASSEMBLY i ~ i ' I ~ l M ~ ~ ~ ) ~ I 6 ~ F~ ~ ~ i ~ I ~ I N ~ ~ ~ ~ ~ o ~ , , ~ i 6' 23 24 • s ~ ~ ~ FILL LOTS 22, ,
' ~ w ~ 6 ' ~ 0 r ~ ~ ~ ~ ~ & 25 AS REQUIRED
~ ~ ~ dNd ~~nl ~ I ~ a ~ `n ~ 6 ~ ~ ~ ~ ~ ~ ~ FOR POSITIVE 0 6 ~ ..q , Sy
Q l l ~ ~ cv o ~ a~/1~~S ~ ~ W tom,. l' 1,.~ l ~ o r ~ ~ DRAINAGE OVER CUR ~ ~ t ~ ~ Q ~eM~ ~ ~ o ~ V
I ~ k r ~ ~ ~ CQ 0 ~ l ~ ~ _ CQ CJ r J, v ~ ~ ~ y V
~ I ~ INISH GRADE ' r ~ r ~ r 3~ ~ ~ l c~ `ri
x ~ LEV = 360.2 ~ w..__....._-_. ~m._. - I o I ~ o ..__.._w, `,'a n
_w, 1 ~ ~ f~DPOSED HYDRA~Vf o V~ ono ~ ~ A$SEMB6'f. ~ y ~ N ~ f ~ ~ t r 4~ N~
1 ~ r C~~ 6 ce ~
_ _ ~ / ~ ~ ~ N
8° PLUG ~ Xf--__ - I- ^__..__--+-----_____--I--'`'-~ A~tt'~`BCLf ~ ~ ~ / ~ ~ _ O ~
- r l lE~ W~' H ~ b rn ~ ~ ~ S ~ ~ ~ a~
x ~ ~ - -_.."_-~-al I I ~ - a~ TWO ~ ~-Ql f ~ a / 8 VALVE )y,~~ a~ U n ra
i ~ ~ I I I-i-' ~ ~ ~ ~ r. ~ i . ~ l ,i ~I1N BOX fl~S nom``<::.._ ~ ~ ~
HIGH POINT ELEV = 370.05 o ~
HIGH POINT STA = 25+01.16 GRAPHIC SCALE ~ z ~ ~
5D 0 25 50 100 ~ W ~ ~
PVI STA = 24+00 ~ ~ p N ~ ~ ,o ~ R,
PVI STA = 28+50 PVI ELEV = 372.00 .8+50 O ~ ~ ~
PVI ELEV = 365.00 A.D. _ -9.56 365.00 ~ ~ o ~ ~ HORIZONTAL o ~
A.D. _ -6.44 K = 31.40 U a ~~rn ,,44 1 inch = 50 ft~
K = 31.03 3 5 0 2.5 5 10
300.0 VC
0 0 0 ~ I I
~ o `0 200.0 VC + of C VERTICAL
+ ci ~ ~ N cD N r~ 1 inch = 5 ft~
PVI STA = 21+60.25 N ~ o
vi w PVI ELEV = 352.82 vi w U v + ~
U U > > ~ ~ A.D. = 5.00 > ~ ~ w w N PVI STA = 31+50
~a m ~
K = 30 0~9-- ' cii w PVI ELEV = 341.00
A.D. = 6.67
370 150 VC m m K = 56.25 LEGEND
~ ~ ' 1.56q - K SILT FENCE I I
N N PROP. 15 ~(1 ~ 375.0 VC ~ CLEARING LIMITS ~
~ ~ ~ ~ STORM PIPE ~ ~ 1 ~ C o
~'1' ~ \ + ~ _ 4.~g ~ ~ - O TREE PROTECTION FENCE 0
N ~ / . Y+3 ~ i, \ N ~ \ + O ~
1 ~ 1 S+n. w ~ cOV ~ TEMPORARY DIVERSION ~ ~
U - ~ > 1 in RCP - U U
> W ~ ~ 7g' ~ ~ 1 W MIN COVER 9~ Gi TION INLET PROTEC ~ J U
~ i \ , . 62q 1 ~ C U , J w ~ SEDIMENT BASIN
\ \ 360 pp O 0 m EXISTING GRADE
n.PVC \ \ . ~ ~ o ~Z ~ TEMPORARY BERM ~
o PROP. 8 \ ~ S is ~ ~ ~ \ ~ 9 \
+ ~ P DIP WATER r9 \ \ '9 ~ ~ 4, o co 2~ \ o •0 ~ C o
N \Q ~ r~ \ \ ~ L 7
~ ~ 3, 3 ~ / ti ~ 2q 0
U > N ~ ~s• L U ~ ~ PROPOSED
> m ~o / Q + O 8i / ~L N f- C m o, 0 h•p~ \ ~ ~ GRADE ~ 0 C \ . ~
\ 6~ Q ~ a~
/ ~ d W ~ ~ 1 ~
i . 0 ~ 3. ~ / ~ ~i ~ cn Z ~ ~ - A ~9 ~ 3 ~ ~ \
350 'I~/ NN tn~ r \ ~ \ ~ .,..r \ o ~
~ N O / 00 ~tc)to ~ ~ ~ o 6 N
N~~ 'N •cOCO °co / dN~ ~tn~~~ ~ .3 \ ~ ~ ~ L 3 ~
~ m ~ 0 ~ • + ~
ml-O> d~cD ~ ~I- 8• \ \ ~
U(nl-z ~N~ZOO ~ ~O ~ d- ~ OUZO 0 ~ ~ w ~
~ ~ ml-OZZZ ~Nco ~.I~c~~l- C ~ ~C ~ U ~s. ~ , ro
O ~ c- U(~f---- Or~~ N~D~~ ~ N ~ ~ + 00 ~ W W ~ cD ~ % n ~ t~ II > W
W - 2~
O . ~ + o~ ~ O ~ I- - - pC d- r~ ~ ~ 3 ~ ~ 0
340 + I- N~~ ~da> +~ri ~ ~ 3.0 ~
~ ~N~~ ~ ml-QZ df~c0~ dN O ~ OO~N U(nl-- d-N~~ ~ ~ ~o ~ 1 3
¢ O md~ r O ~d UI-O> .~NN~ ~ ~ 6 N o \ 1 co x 0.00 0
m f- > V- z ~ ~ ~ m Id- > Q~ U~ Z ~NtDCfl~ OZ N
+I~t~t~~ Ut~f-_ N If) r~ O ~ O ~F- ~
d- co ~ O ~ N r~ NN~ZZO O~ O to ~ ~ ~ ~
oC ~ ~t N O N + F- ~ti,lll lll!/ N rn O Q ~ ~ ~ CAR ~~~ii
`ta-»> r~ Off; ~O~C 000 OBI-OZZZ d~ N~
+O~ U(~F---- c0 00 ~--O ruT r') ~ O =d0
d- N ~ Z o0 ~ F- C _ ~ N F- d- O 1- ~ (n 1-
330 mda.> or~~ °~~:z~ ~ ~ PROP. 3 534
UI-O + •O +~-O Z (~F-- X00 ~c~I-I- ~ + N F- ~ l WATER , fi~ l I
r~N~~ ~Nr~CrrY ~O pip Co1'`~~p ~ ~ rs~'~F
~ W W d j d • Lr) • d- ~ ~ r~ ~r~ ~R Y f3 . O~ N O~ Qm) O~p~ ~/~lillllll~~~
m~~ m~-ZZ ~ ~ ~ d- m O z ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALt
U(~~z UUIC(-- o ~ ~ U ~ ~ - + CITY OF RALEIGH AND NCDOT STANDARDS AND ~ ~-rn ~ Q~~~
z O ~ z p ~ ~ ~ ~ O SPECIFICATIONS.
I.() N ~ ~ ~ ~ ~ ~ ~ O m O THESE PLANS HAVE SEEN APPROVED FOR CONSTRUCTION ~ ( 1!
M W W U ~ ~ z DY THE TOWN OF WAKE FOREST. W r Q Q ~ N 00 I,r~ N O PrI Q N
~ = F- ~ ~ In ~ ~ ~ mI--ZZ OZZ ~ ~ z to
U ~ ~ - - ~ ~ ~ - - p~ ~ (D ~ PUBIJC WORKS AND UT1L1T1ES DATE W ~ W J I~d-Z~ ~D~OZ~ ~ Cl
320 +N_O + ._O ~
r- ~ O N ~ ~ CB 1 7 ENGINEERING DEPARTMENT DATE
STA 33+03.~ W W M W W FlRE PREVENTION DATE Q Q RIM 338.63
m~-zz =~ozz INVERT IN 3;
U ~ ~ - ~ ~ ~ ~ - - SUBDIVISION ADMINISTRATOR DATE INVERT OUT
.n ~n ,...0 .,O ,.,,r .,,N n~ mr` rn~ r`~" m~ (0r 0)~ r~
OC) ri r, ~ OIL 00 (~N LC)N ~O vC0 w~ ~d `(p ~p (3)tD ~w (0~ Lor,: L6 00 N~ cD(6 004 (D CD C3 r- rn 00C6 Z
M M c0 t() M M O M 66 N OM Nc0 r- ~M r- p r~ r- N O (D c0~ ~c0 ~cp ~cfl ~cD ~c0 CO pM ~{)M (pU) I-M hM Mc0 Mp Mp Mc0 Mt0 M(~ Mt0 M(0 Mn M~,~ MM MM MM MM LQ L0 q- 't 0
M MM MM MM MM M M M M M M M M
3 9112105 Wake County Erosion Control JBC
24+00 25+00 26+00 27+00 28+00 29+0( 29+00 30+00 31+00 32+00 33+00 2 8117105 Wake County Erosion Control JBC 1 6/22/05 NCDOT REVISION JAC
20+00 21+00 22+00 23+00 NO. DATE REVISION DESCRIPTION BY