20021787 Ver 1_Complete File_20030520

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 20, 2003
Robert C. Rhein Interests, Inc.
Attn: Bruce J. Herbert
3301 Womans Club Drive
Suite 106
Raleigh, NC 27612
Subject Property: Villages of Rolesville, Hwy 401, Rolesville, NC
S&EC, Inc. Project No. 4344.01
Powell Creek [03-04-02, 27-26, C NSW]
DWQ Project No. 02-1787
County: Wake
Page 1 of 2
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River.Buffer
Protection Rules (15A NCAC 26 .0233) with ADDITIONAL CONDITIONS
Dear Mr. Herbert:
You have our approval, in accordance with the attached conditions and those listed below to impact 0.037 acres of
wetlands, 118 feet of streams and 8,646 square feet (fe) of protected riparian buffers for the purpose of constructing a
sewer system at the subject property, as described within your application dated November 7, 2003. In addition, you
have our approval, in accordance with the attached conditions and those listed below to place fill within 0.145 acres of
wetlands, 131 feet of streams and 10,096 square feet (fe) of protected riparian buffers for the purpose of constructing
roads at the subject property, as described within your application dated November 7, 2003. After reviewing your
application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water
Quality Certification Number(s) 3374 and 3402 (GC3374 & GC3402). The Certification(s) allows you to use Nationwide
Permit(s) 12 and 39 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213.0233. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with
your project including (but not limited to) Erosion and Sediment Control and Non-discharge. Also, this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Stormwater Plan Approval
The stormwater management plan that was provided to this office must be modified and resubmitted to this office
for written approval by the DWQ before any of the impacts approved within this letter occur. The stormwater review
will be handled under separate cover.
2. Certificate of Completion
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-734-17RR fnhnnal 914-733-RR93 (fax) httn•//h9n am States nr. iie/nr An-.tlanric
Page 2 of 2
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
4. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality Certifications (GC) 3374 and
3402.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 26 .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Ian W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374 & 3402
Cc: Todd Preuninger, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ # 02-1787
Date: May 20, 2003
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 30, 2003
Robert C. Rhein Interests, Inc.
Bruce Herbert
3301 Womans Club Drive, Suite 106
Raleigh, NC 27612
Subject: Villages of Rolesville
DWQ Project No. 021787
Wake County
Dear Mr. Herbert:
This Office is in receipt of the plans dated May 28, 2003 for the level spreaders, small impoundments
and pocket wetland at the subject facility prepared on your behalf by Priest, Craven and Associates and
submitted to the Division on May 29, 2003. Staff from the Wetlands Unit reviewed the plans and found them
acceptable. Please note that this approval is for water quality purposes only and shall not be construed as an
approval of the design for dam/outlet structure integrity, Dam Safety, public safety, or flood attenuation
purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
R. Dorney
nds Unit Supe
cc: Raleigh Regional Office
Dan Burud, 919-782-1288 (fax)
Todd St. John
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1.650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
PRIEST, CRAVEN & ASSOCIATES, INC.
LAND USE CONSULTANTS
PLANNERS/LANDSCAPE DESIGNERS/ENGINEERS/SURVEYORS
LETTER OF TRANSMITTAL
Attention:
TODD ST. JOHN Date:
May 28, 2003
To:
NCDOT WETLANDS DIVISION Regarding:
Villages of Rolesville

Sending Attached By: ( )Mail ( )Fax (X )PC&A ( )Overnight ( )Pickup ( )Other
( )Specifications ( )Computer Disk (See Note) ( )Contracts
(X )Plans/Prints ( )Letters ( )Other
Number of
Copies Number of
Sets Project
Number Description
3 2001-019.001 REVISED STORMWATER MANAGEMENT PLAN

UIN DS 01
MAY ?99
9
I Im
p
ON

These Are Being Sent:
(X )For Your Approval ( )For Review/Comment
( for Your Use/Information ( )For Your Signature
)As Requested By:
)Other
otes:
THANK YOU
Priest, Craven & Associates, Inc. accepts no liability, expressed or implied , Signature: p
accuracy or the currentness of my information/data transmitted by oomputer DAN Trf Y 1IR u D
'hers.
3803 B Computer Drive, Suite 104, Raleigh, NC 27609 Phone [phone] Fax [phone] Email: PRIESTCRA
mailbox:///C l/WINNT/Profiles/bob_zarzecki/Application%20Data/Mo...
0 + '? O
Subject: Re:?
From: Bob Zarzecki <[e-mail]>
Date: Tue 20 May 2003 12:03:11 -0400
To: Preumnger <[e-mail]> Zo*)
CC: "Todd St. John" <[e-mail]>, John DorneY <[e-mail]>?W
Todd:
02-1787 Villages of Rolesville - RRO recommended to ISSUE it once Todd has reviewed
stormwater plan... they're proposing to use "timber" level spreaders... Todd has been
in discussion with the engineer... he's currently reviewing the plans.
Lakeview @ Pemberly / Ligon Mill Road Extension - I reviewed it in Triage last
Thursday... John currently has the file to review the potential request for more
information letter ...the designs for both Lakeview and the new proposed Ligon Mill
Road Extension (originally proposed as part of the Lakeview project and now proposed
as a seperate project) do not appear to provide diffuse flow ...I expect a letter to
go out this week.
Hope this helps.
- Bob
Preuninger wrote:
bob,
sorry to bother you again, but i am getting alot of pressure from the
client on these projects.
o.k., so know i've spoken with dorney and todd st. john.
apparently you have both of the projects that i sent in, specifically,
villages of rolesville and the ligon mill rd. project.
would you please let me know what the status is on these projects.
we originally submitted the rolesville project back in mid-november, so you
can imagine that the client's patience has grown thin.
also, i heard you are requesting more info for the ligon mill rd. project.
what else do you need?
thanks,
todd
Todd Preuninger
Soil & Environmental Consultants, Inc.
[phone]
This electronic communication, including all attachments, is intended only
for the named addressee (s) and may contain confidential information. This
electronic communication may not have passed through our standard
review/quality control process. Design data and recommendations included
herein are provided as a matter of convenience and should not be used for
final design. Rely only on final, hardcopy materials bearing the
consultant's original signature and seal. If you are not the named
addressee (s), any use, dissemination, distribution or copying of this
communication is prohibited. If you have received this electronic
communication in error, please notify the sender by return e-mail and delete
the original communication from your system. Thank you.
1 of 1 5/20/03 12:03 PM
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Villages of Rolesville
Project Number 02 1787
Recvd From APP
Received Date 11/7/02 Recvd By Region
Project Type residential housing development
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
Stream Impacts (ft.) ?? 10
Feet
Req.
'4?.(l? ?-
F
-F-27--26F C ??'s«'x.40'.
12 Stream O YO N F
__ F _ F
T)TH O ?O ti F,740_. 11.15
NBR Buffers F7_0 N F-F__F___F___30,402.
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y * N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y (0 N Recommendation: 0 Issue # Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
ISSUE- 3/13/03
County Wake
County2
Region Raleigh
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Villages of Rolesville
Project Number 02 1787
Recvd From APP
Received Date 11/7102 Recvd By Region
County Wake
County2
Region Raleigh
Project Type residential housing development
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ' - -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
L stream O YO N 2?-2F r C NSW 30.402. 249.00 F- ?-
37)()TH FT -ON F_F_F__F_30,402. 5-1S
NBR Buffers FT _0N F__rF_ ? 30,402. F- F_ F_ ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y 0 N Recommendation: O issue # Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
ISSUE- 3/13/03

cc: Regional Office
Central Office Page Number 1
soil nvironmental Consultants, PA
11010 Raven a Roftd Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
ransmittal
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To:
?h Project #: y3yw.o\ Date: _ y c?3
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_ Project Name:
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File:

We Transmit to you Herewith: Under Separate Cover:
P5 Drawings (?. For your information and files ? By mail
L?J- Specifications []- For comment or approval ? By courier
? Brochures or photos ? Returned for correction, resubmit ? By express
? Correspondence ? Approved as noted
As per your request
No. Codes Document No. Date Description

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If enclosures are not as listed as above, kindly notify us at once. WETLANDS/ 401 GROUT"
APR ' 4 2003
By:c,'?? ?s ?E..u+bu 4 l?
ATER QUALITY SECTION
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
?-- tllgN cnn_Q')zr Fax. [phone]
VAf-9 F Michael F. Easley, Governor
O William G. Ross Jr., Secretary
`p? pG North Carolina Department'of Environment and Natural Resources
? Alan Klimek, P.E., Director Division of Water Quality
O
January 10, 2003
DWQ # 02-1787
Wake County
Project Name: Villages of Rolesville
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Rolesville Development, LLC
Attn: David Brody WETLANDS /401 GROUP JAN 2 2
3219 Landmark Street r
Post Office Box 30803 APR 4
Greenville, NC 27833 2003
Dear Mr. Brody: AL1TY SECTION...
December 17, 2002 the Division of Water Qualit(DWQ) received a stormwater plan for the
referenced project. The information received was not complete. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2B .0233 and
2H.0500.
1. The stormwater discharges that include level spreaders appear to be discharging onto slopes in excess
of 10% (with the possible exception of level spreader number 1). It is not anticipated that diffuse,
non=erosive flow would be achieved under these circumstances. It may be necessary to provide
alternative measures to remove nitrogen before the stormwater enters the buffer. Additionally, the
length of the level spreaders was based on 13 feet per cfs which is the length per unit discharge used
when adequate ground cover vegetation is present. It is not clear that these areas have adequately
dense ground cover. Please provide a photo of the 50 foot buffer at each discharge location.
2. There are several other concentrated stormwater discharges from proposed new impervious areas that
are anticipated to eventually enter a protected buffer in a concentrated manner and cause erosion.
Please either provide information to show that this will not occur or revise the plans to provide diffuse
flow through a protected buffer (or possibly a forested filter strip, for instance).
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0500 and 2B .0233. The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to
pursue the project and will consider it withdrawn.
Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
t4E,6El
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)
(a19) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.n6.us/ncwetiands
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
February 5, 2003
S&EC Project # 4344
DWQ Project # 02-1787
Department of Environment and Natural Re ces
Division of Water Quality
Attn: John Dorney LE
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
?N0WE
EB-•52.003
WETIRi??.S GROUP
Re: Reply to the Division of Water Quality's January 10, 2003-letfer Tr-e-ceive an: 22)
requesting further information for the proposed Villages of Rolesville Residential
Subdivision, Wake County, North Carolina
Dear Mr. Dorney:
This letter is in response to your letter dated Januaryl0, 2003 (copy attached), which
requested additional information. We are in the process of gathering this information and
will submit it for your review shortly. Please also note that the property has changed
hands since we submitted our initial application. I have attached the agent authorization
for the new property owner. Rhein Interests does not wish to withdraw the application.
If I can be of any further assistance or if you have any questions, please let me know.
Sincerely,
Todd Preuninger
Attachments: 1) DWQ letter dated January 10, 2003
2) Agent Authorization

Charlotte Office: Greensboro Office: 11ickor.
y Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax:. [phone] Fax: [phone] Fax: [phone]
• Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SanclEC.com
Transmittal
To: Project #: J?yy v/ Date: t e ?3
?yc?-?41c1 Project Name:

We Transmit to you Herewith:
? Drawings
? Specifications
? Brochures or photos
fig', Correspondence
? As per your request
File:
A For your information and files
? For comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By mail
? By courier
? By express
No. Copies Document No. Date Description

t iEt="
JAN

Remarks:

If enclosures are not as listed as above, kindly notify us at once.
By:
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
Dec 16 02 12:19p 9197830795 p.1

Soil & Environmental Consultants, PA
11010 Ravan Ridgt: Road • Raleigh, North Carolina 27614 • Phone: (919) $46-5900 • Fax: (919) $46-9467
AGENT AUTHORIZA M FORM
Name:
Address
Phone.
Project Name/ Description:
fi/Rbe? ©?F
Date: -L
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 2$902
Attn: ANDKCA 05 WA LD
Field Office: K 1-E t G 1i
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
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1, the current procerty owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
sit plemental information in support of applications, etc. from this day forward. The 1f
? day of
*2
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You howl call SBcEC
to arrange a site meeting prior to visiting the site.
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Print roperty Owner's Name n...... . n.._ __..., _ .
Cc: Mr. John Dorney 1-?r. To P uninger
NCDENIZ _ ptyQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 276N
blank agent auth (arrn.dvc
Chu otta
736 LePhillip Conrt, Suite C. -B L2'..52ltli•4: ffi OfficC -
Concord, NC 73025 3$I7 Lawndalc brivc 710 Boston Road
Pivne: [phone] Green-0-0. NC 27455 Taylomilic. NC 28691
Fax: [phone] Phone: [phone] Phone [phone]
Fax. [phone] F rogo? 41c eagn
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Dec 16 02 12:19p 9197830795 p.1

Soil & Environmental Consultants, PA
11010 Raven Ridgc Road • Raleigh, North Carolina 27614 • Phone, [phone] • Fax: [phone]
AGENT AUTHORIZATION FORM
Name:
Addres,,
Z20 ?-
Phone:
Project Name/ Description:
ffi,/16t°J ©?
Date: / ?,//G /0
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Ar4DFeA osWALn
Field Office: RA1...Ete, N
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
P", -/,
?r'.U
' JANE ?n?7 ri r
1, the current propgy owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furrdsh upon request V
s/ plemerltdl illformario in support of applications, etc. from this day forward. The -?-G? day of
?
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You ho Cdll S&EC
to ar
k6ed C., range a site meeting prior to visiting the site.
/
Print Property Owner's ?Name n.,.... ..-t_ _ __. --
CC: Mr. John Dorney "r, To P uninger
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
blank agent auth {arm.dac
Charlotte Oh,ec:
236 LePhillip Court, Suite C. 13igk? O[fice•
Co!>cvrd, NC 7.8025 3877.6 Lawrtdalc 1)tivc 710 Boston Road
Phony (7(4) 720-9405 Greenshoru. NC 27455 Taylamvitlc. NC 28691
1$x: [phone] Phone: [phone] Phone [phone]
Fax: (336)540-x235 V... /7-'101 Al. cogn
Dec 16 02 12:19p 9197830795 p.1
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Soil & Environmental Consultants, FA
11010 Ravan Ridgt Road • Raleigh, North Carolina 27614 • Phone- [phone] & Fax: [phone]
AGENT AUTHORIZATION FORM
Name:
Address
Phone.
Project Name/ Description:
?/•iJ/l,7t'aeJ
Date: /0
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 285402
Attn: NDREA Os WA L
Field Office: 1 L-Utca
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
,./, /
226 Z
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2 ?99?1, the current proceriy owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of pe"rut applications, to furnish upon request
sa plemental information in support of applications, etc. from this day forward- The. /G day of
s q2
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You ho call S&EC
to arrange a site meeting prior to visiting the site.
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Print roperty/Owner's Name n. , r>.-----•
cc: Mr. John Dorney To P
2321. Crabtree unit?ger
NCDENR ree pWQ Boulevard Soil & Environmental Consultants, PA
Raleigh, NC 27604
blank agent autlt(artn.dtx
Cltazlotto Office•
736 LePhillip Court, Suit, C. P'-M"` HiCkQ Offtce_
Concord, NC 78025 3817-E Lawndalc brive 710 Boston Road
Phone: [phone] Greenthoro. NC 27455 Tayln"vil1c. NC 28681
Pax: [phone] Phone: [phone] Phone [phone]
Fax: [phone] V.- ro?o? x9e COgn
Dec 16 02 12:19p 9197830795 p.1
Project Name/Description:
226 ?-
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Yr Environmental Consultants, PA
Ridge Road • Ralsigh, North Carolina 27614 • Phone [phone] Fax: [phone]
AGENT AUTHORIZATION C M
The Department of the Army
U.S. Amy Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ANDREA oswA LTA
Field Office- P-At-;Et61i
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
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JAN 2 9 2M ;1
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1, the current PAX owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
su plemer tal information in support of applications, etc. from this day forward- The ?1i
/ day of
p2
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You howl call S&EC
to arrange a site meeting prior to visiting the site.
?oQea C.
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Print roperty Owner's Name nrr,.,e . r?.-.___. ?:__ _
cc: Mr. John Domey "r. To P
23221 1. C Crab rabtr uninger
N ree Bou Boulevard Soil & Environmental Consultants, PA
Raleigh, NC 27604
lslenk agent sorb loren.dtK
Charles:e Ojff[?:
736 LePhillip Cohn, Suitt C '-%' lii korv Otfica
COnturd, NC 73025 3817.E Lawndalt Drive 710 $o IN Road
Phone: [phone] Greenshora. NC 27455 Taylomvilic. NC 28681
r-fix: [phone] Ph-c: [phone] Phone [phone]
Fax: (336) 540-g2i5 V-- /*?q? 41c cogn
Dec 16 02 12:19p 9197830795 p.1
qI001
Sail & Environmental Consultants, FA
11010 Raven Ride Road • Raleigh, Notch Carolina 27614 - Phone: [phone] • Fax: [phone]
AGENT AUTHORIZATION FORM
Name:
Address: , 31) 0

Phone:
Project Name/ Description:
t4?eJ Q?
Date: 2 /e / z.
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402

226 Z
Attn: ANaR97A oswALD
Field Office: i A t-rs t G
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
o !
JAIV
u tiJ'
?.--.. 7FCTtt?Ad
1, the current Propgrtx owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act m my behalf as my agent in the processing of permit applications, to fuznish upon request,
s plemental information in support of applications, etc. from this day forward. The. 1 day of
/ p2
This notification supersedes any previous correspondence conceming the agent for this project
NOTICE This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You ho callS&EC
to arrange a site meeting prior to visiting the site.
13V: 1340cei, -7- Afi
Print Property Owner's Name
cc: Mr. John Domey To P
2321. Crabtree uninger
NCDENb ree DWQ Boulevard Soil & Fnvzronrnetttal Consultants, PA
Raleigh, NC 27604
blank agent autt,
lnme.dcK
Chazlotta Offier.
736 LePhillip Court, Snitc C W- Hick= Office-
COS-rd, NC 78025 3817-E LawtWalc Urivc 710 Boston Road
Phone: [phone] GreenshoM• NC 27455 Taylersvittc. NC 28661
Pax: [phone] Phonc: [phone] Phone [phone]
Fax: [phone] t:.,. >Mat I.ac ee'vn
Dec 16 02 12:19p 9197830795 p.1

Name:
Addrev
Phone:
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 - Phone: [phone] • Fax: [phone]
AGENT AUTHORIZATION FORM
Project Name/ Description:
?i?/,Q6eJ ©?,
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ANDIk A os WA 1T?I
Field Office: K L.U t e'R
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern.
J ff e--
Z20 ?-
2 9? it i.
L
u , ? T-t s ran..
1, the current Promrty owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
s plementai information in support of applications, etc. from this day forward. The.
/G day of
/ q2
This notification super; edes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You houl call S&EC
to arrange a site meeting prior to visiting the site.
?oi3e2 C. Zk%A i4AC?4 LlC
24acd- -7- .1
Print Property Owner's Name
cc; Mr. John Domey "r. To P uninger
NCDENB W DWQ 2321 Crabtree Boulevard Soil & Envlrona wntal Consultants, PA
Raleigh, NC 27604
blank agent euih {nrtn.de+c
Charlotte Off".
236 Lei'hillilt Conrl, suite C. A Hickory Offices
COncord, NC 28025 3817.E Lowndalc Drive 710 Boston Road
Intone: [phone] Gre@nthM4. NC 27455 Tayinrtvilic. NC 28681
1'ax: [phone] Phone: (336),5140-8234 Phone [phone]
Fax: (336) 54o-g235 F ,. ,(?o? Svc eown
Dec 16 02 12:19p 9197830795 p.1
q1#01
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, Nonh Carolina 27614 - Phone: [phone] - Fax: [phone]
AGENT AUTHORIZATION FORM
Name: /NCI '2_
Address: L
.Phone.
L' ) 7ft
Project Name/ Description:
Date:

-d.
,?4,1 NC Z20?
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: NDKEA OSWALD
Field Office: Iii.- Fte-a 1t
Re: Wetlands Related Consulting and permitting
To Whom It May Concern:
a0 ?s
I "• q7
Z 9? ¢L '.
.fJy [;f?lU?? eta ?1N
1, the current proper v owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to famish upon request
plemer tW information in support of applications, etc. from this day forward. The....- /G day of
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&4saafff. You ho Call S&EC
to arrange a site meeting prior to visiting the site.
Leek) C. a;^ .iwke-?4 ?htr
RvC? -r
Print roperty Owner's Name - _
cc: Mr. John Dorney 1-e:-'Mr. To P
2321. Crabtree uninger
NCDNR DWQ Boulevard Soil & Fnvironntental Consultants, PA
Raleigh, NC 27604
bleak agent euth lnm..dc+c
1=h, _ otte
ffr&
236 LePhillip Court, suite C. 11LdS°O`D-- Hitl orv Dlfice_
COlteurd, NC 23025 3817-E 1.awntlale btivc 710 Boston Road
Phone: [phone] Greenslsxry. NC 27455 TaylnrSvillc. NC 28691
Fex: [phone] Phone: [phone] Phone [phone]
Fax: (336) 540-x235 s:.,.. re?o? 424 coven
Dec 16 02 12:19p 9197930795 p•1
q*01
Soil & Environmental Consultants, PA
11010 Ravcn Ridec Road • Raleigh, North Carolina 27614 • Phone, [phone] Fax: [phone]
AGENT AUTHORIZATION OCO
All Blanks To Be Filled In B The Current Landowner
Name: ; r? / J .?
Address: 33DI n^><1n?J ??v?l kA. NC Z20?-
Phone: f 7 0 72 7
Project Name/Description: 41i11461e.?
Date: . / 2/ le A -L--
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ANDACA OSWAt
Field Office: ? L.?t eo N
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
s piemental information in support of applications, etc. from this day forward- The. /G ' day of
,/Pl. p2
This notification supersedes any previous correspondence concerning the agent for thts project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
?OQt'2f C. IiNE%? l'v?e?j LAC
Print Property Owner's Name Prune r rC.1 C:,....r..__
Cc: Mr. John Domey "r. To P uninger
NCDENR - DWQ Soil & Envu-onnt ntal Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 hiattk agent audt (aMAI.+c
Cha; Otte
236 LePhillip Court, suit, C "j"AM` "' %atcc' Hickory Office-
Catcord, NC- 78025 3817-B "W"dalc brivc 710 Boston Road
Phone: [phone] Greenshoro. NC 27455 Taylorcviltc. NC 28691
Fax: [phone] Phone: [phone] Phone [phone]
Fax: [phone] R,.- rQoo?fvve coffin
71 TW- A7-F9 d William G. Ross r., Secretary
?Q QG North Carolina Department'of Environment and Natural Resources
- Alan Klimek, P.E., Director Division of Water Quality
o January 10, 2003
DWQ # 02-1787
Wake County
Project Name: Villages of Rolesville
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Rolesville Development, LLC
Attn: David Brody
3219 Landmark Street
post office Box 30803
Greenville, NC 27833
Dear Mr. Brody:
On December 17, 2002 the Division of Water Quality (DWQ) received a.stormwater plan for the
referenced project. The information received was not complete. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2B .0233 and
2H .0500.
1. The stormwater discharges that include level spreaders appear to be discharging onto slopes in excess
of 10% (with the possible exception of level spreader number 1). It is not anticipated that diffuse,
non=erosive flow would be achieved under these circumstances. It may be necessary to provide
alternative measures to remove nitrogen before the stormwater enters the buffer. Additionally, the
length of the level spreaders was based on 13 feet per cfs which is the length per unit discharge used
when adequate ground cover vegetation is present. It is not clear that these areas have adequately
dense ground cover. Please provide a photo of the 50 foot buffer at each discharge location.
2. There are several other concentrated stormwater discharges from proposed new impervious areas that
are anticipated to eventually enter a protected buffer in a concentrated manner and cause erosion.
Please either provide information to show that this will not occur or revise the plans to provide diffuse
flow through a protected buffer (or possibly a forested filter strip, for instance).
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 211.0500 and 2B .0233. The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to
pursue the project and will consider it withdrawn.
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
Program

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.ne.uslncwetlands
44
O? WATF9 Michael F. Easley, Governor
O William G. Ross Jr., Secretary
North Carolina Departmenrof Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
O ,3Rc??? 't
January 10, 2003
DWQ # 02-1787
Wake County
Project Name: Villages of Rolesville
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Rolesville Development, LLC
Attn: David Brody
3219 Landmark Street
Post Office Box 30803
Greenville, NC 27833
Dear Mr. Brody:
On December 17, 2002 the Division of Water Quality (DWQ) received a stormwater plan for the
referenced project. The information received was not complete. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2B .0233 and
2H.0500.
1. The stormwater discharges that include level spreaders appear to be discharging onto slopes in excess
of 10% (with the possible exception of level spreader number 1). It is not anticipated that diffuse,
non-erosive flow would be achieved under these circumstances. It may be necessary to provide
alternative measures to remove nitrogen before the stormwater enters the buffer. Additionally, the
length of the level spreaders was based on 13 feet per cfs which is the length per unit discharge used
when adequate ground cover vegetation is present. It is not clear that these areas have adequately
dense ground cover. Please provide a photo of the 50 foot buffer at each discharge location.
2. There are several other concentrated stormwater discharges from proposed new impervious areas that
are anticipated to eventually enter a protected buffer in a concentrated manner and cause erosion.
Please either provide information to show that this will not occur or revise the plans to provide diffuse
flow through a protected buffer (or possibly a forested filter strip, for instance).
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H.0500 and 2B .0233. The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to
pursue the project and will consider it withdrawn.
Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
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), (hftp://h2o.enr.state.nc.us/ncwetiands

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
To:
We Transmit to you Herewith:
Drawings
? Specifications
? Brochures or photos
? Correspondence
?f As per your request
www.SandEC.com
Transmittal :%'-) kX; ? -W - Off- Ii 87
Project #: y3yy, o? Date: /--Oh a.7
Project Name: V'????--s 6? '?c.??¢,s?y???
File:
For your information and files
? For comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By mail
? By courier
? By express
No. Copies Document No. Date Description

11A ZVI <.*
QF

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Remarks:

\aW%c JW V "?'???
? %-s
1 %6.0

If enclosures are not as listed as above, kindly notify us at once.
By:

Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
-inn -1 c,.... PlIAN cn(I Q)zc Fw" (RM r"Vi-SR9.0
- 11-1
OF vv H rF9
6
0
Michael F. Easley,. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
.0,
November 20, 2002
DWQ # 02-1787
Wake County
Project Name: Villages of Rolesville
S;-o -t : Ll 3y4.d1
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Rolesville Development, LLC
Attn: David Brody
3219 Landmark Street
Post Office Box 30803
Greenville, NC 27833
Dear Mr. Brody:
On November 7, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetland for the purpose of a residential housing development in Wake County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with I SA NCAC 2H .0500.
1. The stormwater discharges do not demonstrate that diffuse flow shall be achieved through the buffer
because no stormwater information was provided. Please revise the plans and provide calculations to
show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve
diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. Please
refer to the "Level Spreader Design Suggestions" document available at
http://h20.enr.state.nc.us/ncwetlands.
2. Please note that by copy of this letter we are requesting a review of this application by DWQ's
Raleigh Regional Office. Additional requested for information may be forth coming upon completion
of that review.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
Program
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/ncwetlands
QF WAPP' Michael F. Easley, Governor
?Q Q? William G. Ross Jr., 'Secretary
North Carolina Department of Environment and Natural Resources
09
> r-i Alan Klimek, P.E., Director Division of Water Quality
November 20, 2002
DWQ # 02-1787
Wake County
Project Name: Villages of Rolesville
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Rolesville Development, LLC
Attn: David Brody
3219 Landmark Street
Post Office Box 30803
Greenville, NC 27833
Dear Mr. Brody:
On November 7, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetland for the purpose of a residential housing development in Wake County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 21-1.0500.
1. The stormwater discharges do not demonstrate that diffuse flow shall be achieved through the buffer
because no stormwater information was provided. Please revise the plans and provide calculations to
show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve
diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. Please
refer to the "Level Spreader Design Suggestions" document available at
http://h20.enr.state.nc.us/ncwetlands.
2. Please note that by copy of this letter we are requesting a review of this application by DWQ's
Raleigh Regional Office. Additional requested for information may be forth coming upon completion
of that review.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
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/ncwetiands
Program
Environmental Consultants,
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Amanda Jones
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
0
RE: Nationwide Permit 12 & 39/401 Water Quality Certification
Villages of Rolesville
Rolesville, Wake County, North Carolina 0 00
S&EC Project #: 4344.01
Dear Ms. Jones and Mr. Domey,
On behalf of Rolesville Development, we hereby request authorization from the US
Army Corps of Engineers to use Nationwide Permits 12 and 39 to cover impacts to
stream channels and wetlands (see attached overall map). We also request written
concurrence from the North Carolina Division of Water Quality that the project complies
with the 401 Water Quality Certifications associated with Nationwide Permit 12 and 39.
A Pre-construction Notification Application (PCN) is attached, which includes an agent
authorization form.
The proposed project consists of impacts from the construction of access roads for a
residential housing development and a sewer line. The project is located approximately
700 feet south of Highway 401, and is approximately 1500 feet west of the intersection of
Burlington Mills Road (SR 2051) and Highway 401. The 202-acre site is bounded on the
west by Powell Creek and on the east by Harris Creek, and consists primarily of pine and
hardwood stands. Please refer to the attached USGS map, which displays the location of
the proposed project.
S&EC performed a detailed wetland delineation and buffer evaluation on the property in
February 18, 2002. Ms. Deborah Edwards of the NC-DWQ confirmed our buffer
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: (33€) ?40-8235 Fax: [phone]
determination on May 21, 2002 (NBRRO 02-141). A copy of Ms. Edwards'
confirmation letter is attached. In addition, Mr. Steve Mitchell and Mr. Bob Zarzecki, of
the NC-DWQ, reviewed the proposed subdivision plans prior to our submittal. Neither
Mr. Zarzecki nor Mr. Mitchell had any negative comments regarding the proposed
impacts. Although no criticisms were voiced by DWQ, the applicant has removed one of
the road crossings, further reducing stream and/or wetland impacts.
The applicant requested a detailed wetland delineation and buffer evaluation on the
property prior to site plan development in order to avoid jurisdictional features and
riparian buffers to the maximum extent practicable. The proposed roadway and
sewerline will cumulatively impact approximately 0.18 acres of jurisdictional wetlands
and 249 linear feet of stream channel. Proposed permanent impacts include only 131
linear feet of intermittent stream channel and 0.145 acres of wetlands. Temporary impacts
associated with the installation of the sanitary sewer consist of 118 linear feet of channel
impact and 0.037 acres of wetlands. These impacts are elaborated upon within the
attached PCN form and are shown on the attached inset impact maps.
The proposed road crossings (impacts 1 and 7) are necessary to gain access from the
northern portion of the property from Highway 401 to the southern portion of the
property. The proposed road is required by the Town of Rolesville to meet their traffic
flow, inter-connectivity and overall transportation ordinances and will permanently
impact 131 linear feet of stream channel (impact 1) The proposed sewerline will serve the
future residential development and must connect to an existing sewerline south of the
property. In order for the sewerline to utilize a downhill slope parallel to Powell Creek,
temporary impacts to the tributaries are unavoidable (impacts 2, 3, 4 and 5). Impact 6
will temporarily impact jurisdictional wetlands with the proposed sewer line, but is
unavoidable due to the presence of rock outcroppings and steep slopes.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and compensatory mitigation
to offset unavoidable losses of waters of the US when impacts exceed the requirements
for notification (0.10 acre). The proposed roads and sewerline are necessary to access the
entire property, meet the requirements for the Town of Rolesville's transportation
ordinances, and provide sanitary service to the residential subdivision, as discussed
above. Because the applicant has minimized impacts to the maximum extent practicable
and will maintain riparian buffers as per the Neuse Buffer Rules, S&EC believes further
compensatory mitigation should not be required by the USACE.
NC-DWQ's current policy requires written concurrence for stream impacts of greater or
equal to 150 linear feet of stream length per project. We request written concurrence that
the project complies with the 401 Water Quality Certification associated with Nationwide
Permit 12 and 39. NC-DWQ's current policy does not require wetland or stream
mitigation for perennial stream channel impacts below 1 acre and 150 linear feet per
project. Because the total permanent impacts to perennial channels is less than 150 feet
and a total of 0.18 acres of permanent and temporary impacts to wetlands are proposed,
we do not believe that wetland nor stream mitigation should be required by NC-DWQ.
Please note that following construction the site will contain less than 30% impervious
surface. Therefore, we do not believe that this project requires a pre-approved
stormwater plan.
Please call if you require any additional information or have any questions.
Sincerely,
Todd Preuninger L a Gadd
Biologist Wetland Scientist
Attachments:
Pre-construction (PCN) notification form
USGS Site Vicinity Map
Wake County Soil Survey Map
Impact reference map and 10 smaller-scale inset sheets
Agent Authorization form
Buffer confirmation letter from DWQ
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(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 ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 39
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Rolesville Devlopment LLC, Attn. Mr. David Brody
Mailing Address: 3219 Landmark Street, PO BOX 30803
Greenville North Carolina 27833
Telephone Number: 252-321-8780 Fax Number: NA
E-mail Address: NA
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: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh North Carolina 27614
Telephone Number: 919-846-5900 Fax Number:-919-846-5967
E-mail Address: Preuningerna sandec com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS. Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Villages of Rolesville
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1758.08-07-2696
4. Location
County: Wake Nearest Town: Rolesville
Subdivision name (include phase/lot number): Villages of Rolesville
Directions to site (include road numbers, landmarks, etc.): The subject property is located
700 feet south of Highway 401, and is approximately 1500 feet west of the intersection of
Burlington Mills Road (SR 2051) and Highway 401. The site is bounded on the west by
Powell Creek and on the east by Harris Creek.
5. Site coordinates, if available (UTM or Lat/Long): 35°54'36.3"N 78°27'57.45"W
(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): Approximately 202 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Powell Creek
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://h2o.enr.state.nc.us/adinin/inVs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently forested and contains a mixture of pine
and hardwood stands Land use in the vicinity of the project consists primarily of residential
and commercial development
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project consists of the construction of a residential subdivision. Equipment used on
site will be consistent with heavy machinery associated with road construction.
11. Explain the purpose of the proposed work: The purpose of the work is to construct a
residential subdivision that will serve the housing needs of a growing community.
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.
Ms. Deborah Edwards of the NC-DWQ confirmed our buffer determination on May 21, 2002 -
DWO#NBRRO 02-141. The final wetland survey is being completed, but has not vet been
approved by the USACE.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
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.
1. Provide a written description of the proposed impacts: Cumulative wetland impacts consist of
0.182 acres for the entire project 0.037 of which will be temporary and 0.145 will be
permanent Channel impacts consist of 131 linear feet of permanent impacts and 118 linear
feet of temporary impacts associated with the installation of a sewer line.
Page 7 of 13
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on (acres) (yes/no) (linear feet)
ma
Impact 3 Temporary/excavation 0.003 No 140' Emergent wetland
Impact 6 Temporary/excavation 0.034 No 60' Headwater forest
Impact 7 Permanent/Fill 0.086 No 170' Headwater forest
Impact 8 Permanent/Fill 0.007 No 60' Headwater forest
Impact 9 Permanent/Fill 0.052 No 60' Headwater forest
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 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 1-800-358-9616, or
online at hqp://www.fema.jzov.
*** 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: 0.65 aces
Total area of wetland impact proposed: 0.18 acres
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)
Impact 1 Permanent/Culvert 131' UT to Powell Creek 3' Intermittent
Impact 2 Temporary/excavation 39' UT to Powell Creek 3' Perennial
Impact 4 Temporary/excavation 39' UT to Powell Creek 3' Perennial
Impact 5 Temporary/excavation 40' UT to Powell Creek T Intermittent
* List each impact separately and identify 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 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.usizs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 249 Total Linear feet: 131
linear feet of permanent stream impacts and 118 linear feet of temporary stream impacts.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 13
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 ma acres bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed road crossings (impacts 1 and 7) are necessary to gain access from the northern
portion of the property. The proposed road that will impact 131 linear feet of stream channel
(impact 1 is required by the Town of Rolesville to meet the traffic flow, inter-connectivity and
overall transportation ordinances The proposed sewerline will serve the future residential
subdivision and must connect to an existing sewerline south of the property. There are several
tributaries to Powell Creek that bisect the property, causing impacts to by the proposed sewer
line unavoidable (impacts 2 3 4 and 5). Impact 6 to jurisdictional wetlands is unavoidable by
the proposed sewer line due to the presence of rock outcroppings and steep slope
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
Page 9 of 13
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or 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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htrffl.
1. 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 USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and compensatory mitigation to offset
unavoidable losses of waters of the US when impacts exceed the requirements for
notification (0 10 acre). The proposed roads and sewerline are necessary to access the entire
property and provide sanitary service to the residential subdivision as discussed above.
Because the qpplicant has minimized impacts to the maximum extent practicable and will
maintain riparian buffers as per the Neuse Buffer Rules S&EC believes further
compensatory mitigation should not be required by the USACE.
NC-DWQ's current policy requires written concurrence for stream impacts of greater or
equal to 150 linear feet of stream length per project We request written concurrence that the
project complies with the 401 Water Quality Certification associated with Nationwide Permit
12 and 39 NC-DWQ's current policy does not require wetland or stream mitigation for
perennial stream channel impacts below 1 acre and 150 linear feet per project Because the
total permanent impacts to perennial channels is less than 150 feet and a total of 0.17 acres of
permanent and temporary i facts to wetlands are proposed we do not believe that wetland
nor stream mitigation should be required by NC-DWQ
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 determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
Page 10 of 13
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htin. 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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
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)?
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 ?
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
(Meuse), 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.
Page 11 of 13
Impact 1: (Permanent road crossing)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 6864 3 NA
2 3232 1.5 NA
Total 10096 NA
* 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.
Impact 2 & 4: (Temporary sewerline crossing)
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 5269 3 NA
2 3377 1.5 NA
Total 8646 NA
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 213 .0242 or .0260.
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.
Because the site will contain less than 30% impervious surface following construction, we do not
believe the project will required to have a pre-approved stormwater plan. 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.
Sanitary sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
Page 12 of 13
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).
Applicant/Agent's Signature / ` Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

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PROJECT #:4344 FIGURE 1 - USGS QUAD.
PA
l Consultants
t
Wall Property ,
a
Soil & Environmen
PROJECT MGR.: TP Rhein Interests
11010 Raven Ridge Rd. -- Raleigh, NC 27614
9467
46
Rolesville, NC -
[phone] -- (919) 8
Web Page: www.SandEC.eom
DATE: 02/12/02
02-12-2002
SCALE: 1- = 1320'
PROJECT#: 4344 FIGURE 2 - SOIL SURVEY
Wall Property
PROJECT MGR.: TP Rhein Interests
Rolesville, NC
DATE: 02/12/02
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] - [phone]
Web Page: www,SandEC.com
PRIEST, CRAVEN, & ASSOCIATES, INC.
LAND USE CONSULTANTS
10/28/02
Reference: Villages of Rolesville Impervious Surface Calculations.
220 single family dwellings at 2700 sf/lot = 594,000.00 sf
197 single family dwellings at 2900 sf/lot = 571,300.00 sf
118 single family dwellings at 3300 sf/lot = 389,400.00 sf
Roads and sidewalks in right of way - 985,234.00 sf
Total Impervious = 2,539,934.00 sf
Total area of Tract = 8,828,741.00 sf
% of Impervious surface = 28.77%
Total Impervious surface allowed = 30.00%
Base on plans dated July 26, 2002
PLANNERS / LANDSCAPE DESIGNERS / ENGINEERS / SURVEYORS
3803-B Computer Drive, Suite 104, Raleigh NC 27609, Phone: [phone] Fax [phone]
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J6 02 01:50p Bruce Herbert
...At By: Terroir,LLC;
r+e? ub ut I I - 42a 252 523 4344,
Bruce Nerbort
PIIIES7CRIKEN AND JPSSCICIATES FFll( NO, : 974-782-126@
Nam..
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783-0795
May-6.02 ii:SSAM; Page 7/t
783-079$
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AGMN?'A?Ri2A FORM
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Attn:
Wield
Rtc W.ets? Reiattd ?a4??wt+Q 'E
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Mate oT Nortn t aronna
Department of Environment
and Natural Resources
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Raleigh Regional Office
Michael F.. Easley, Governor MCD104-41'R
William G. (Bill) Ross, Secretary NORTH CAROLINA bEPARTMEN7 cF
ENVIRONMENT AND NAcrURAL RESOURCES
Division of Water Quality
July 26, 2002
Todd Prueninger
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin Buffer Rules
NBRRO 02-141
Wall Property
S&EC #02-4344
Rolesville, Wake County, NC
Dear Mr. Prueninger:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 02-141.
On May 21, 2002, I conducted a site visit of the features involved in the above referenced
project as identified on the attached figures 1 and 2. It was determined that. features A, B, C, D,
E, F, G, H, I and J shown on the Wake County Soil Survey, but absent on the USGS Rolesville,
NC Quad map could potentially be subject to protection under the Neuse River Basin: Nutrient
Sensitive Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas,
Administrative Code T15A: 02B.0233 (NCAC .0233). Feature A is subject and starts at flag 500.
Feature B is subject to property boundary. Feature C is subject and starts at flag NBR 02.
Feature D is subject and starts at flag 112. Feature E is NOT subject. Feature F is subject and
starts at flag 153.4. Features G and H are NOT subject. Feature I is subject and starts at flag
135. Feature J is subject and starts at flag 1000, which includes pond.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sinc
erely,
Dlcy?
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An qua opportunity Affirmative ion mp over 50% reeVC10dil e nos cnn-Mimar npVar
j d
DWQ# Date WPlan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the storrnwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
3) Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the i?pacts to the . Please. -
revise the plans to minimize the impacts. ,,f,,?/?a •d r??`?` /'?? `f
149 The stormwater discharges diffuse.floVhrough the buffer because . Please 4-&e' ?
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse]
flow through the entire buffer then it maybe necessary to provide stormwater management practices that remove nutrients before the storm at
I
can be discharged through the buffer. Pluw, ,,? cr 16 At ''bevel CO ?
r ?t cua?i(, /n? Str?C .Ryt S Cie
$) Other lJ1(?a?l ?j Zp? eh LeV),C?{/tl_fll > S •
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
£) Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
r Y"
cm& p `QA?. uve ?c?? a reUnuv
IYI 0, (to
�V N. V. 104.6' . R. D W PUBLIC
GU RB AND GUTTER DETA I LS I I' -6' I5' -b' 1 1' -c -2,6.,- 1 1' -6' 12' -b' 17' -b' 15' -o' ' b• 12' -b• Sewer Collection/Extension I 5' 6' S 6, / n System
Tr aaa'. ►r. . -0 i -5' I' I' 8' 6' 6• 5' 1.
L�(1 The City Of Raleigh consents to the connection the City's public sever system
:.
. '.:: •: .'.'e material and construction methods used for this
i- teal-- r --I 6 f . / \ ?' if \ co)\C�(a9 shown on this plan.
1 1. project shall conform to the City's Public Utilities Handbooks' standards and
sol VALLEY TYPE 6tlrTat �, srvl \ I /4' /FT I FT I / FT specifications.
?. / \ 4' /FT 1 /2'
• . - � , � �-�. - '•"• � � ", , al�' -- - - +. ` I , , I l l i I I I ' 11 \ 1 I 1 I \ ', t . I' ,- �, - CURB 1 GUTTER �' �•
/ ! / / / ! / _ I a" ev _ _ _ __ � - - - ` `� j i i i ' I I i 1 11 1 IIt `\ `\ ♦ \\ I ' i / - - '' / -' F/� Cit Of h
` _ \ y Raleigh
/ 5�F SHFTB,'#, \ . \ �, , • \ 11 , I I I I i , ' ,-- 2' 1-2 <� �t�
J / _ ze WL - _M' -t- _ ` \\\ , I r I , I t I I I \ \\ \\` \\ \ , +\ i / , //` /, // /, ,/`�__ 511) L 30' VALLEY GEG 51 8' BIKE PATH 30' VALLEY GEG 2' 1-2 Public Utilities Department Permit #
/ ' // ,'F / --a r _-. \ --, , I \ 1 - _ DEWALK 51 DEWALK
•� _ -- __ - sulk \ + \ 1 - \ _ WHERE SHOWN 8' G. A. B. G. WHERE SHOWN (OR STANDARD 8' G. A. B. G.
I.WHERE SHOWN Construction Approval
'/ , / / ' / / / - - _ ` ---- _ \ \ ` ` \ \ \ .�\`\\ \ t I I _ 1 \ ` ---- -N.
•� / / / g \ \ 1-.. _ _-= ` -- -(�-- _ ._ _-- - Date
' / ' / / / ' 1 / caNrrrgE ` \ \ 1 1 \ \ \ \ \ \ `\ \ N. \ -'-Q-��]� - - PLANTING
' `i / I/ / / / / , 1 i / \ / ; � �7_ --� --- _ s,C= .\ \\\ I 1 t 1 ,( /`, %, �\, `, \ \ \ �\ `\`\`. \`� `\\: •-� �� _ --__ - P93( �--�� 29-- , ---, _ - LOCAL S I DANT I ACL PLANT NG STAMPING PLANTI
/ , . / r _` - 1 1 1 ... < \ \ . \ _� _ a-- - \ STRIP NG
It , / / / //) 5+41 1 / / ,- „_ �`'-'; L\ I I I , ,`\ `. \ `.\ . \\`.`. \,` ♦ I. •� �-_ -_ _ - ---- - _ ------ __^'<-,\ , \�- �A}I STRIP R RES I DENT I OLLEGTOR ELIC
I ' / r 1 / / / 1 /1 _ '- 1\ `\ 1 1 �,,, 1 I I 1 \ • _., \ , \\ -- \ ` \\ , , \\ - _ _ � - - __ \ 1 TYPI G/ P G ,� STRIP Water PUBLIC
I I / ; 1 ; I I 7 1III �' i _ _ == _ =_= Z: _-Z. _ R_ I�, - \\ _ UBL I G STREET S GT I ON TYPI GAL PURL I G STREET SECTION Distribution/Extension System
k I 1 I / 1 , \ \ 1 e cw+clrre \15� 1 I 1 I I 1 ( .,'l \\ -- -� \I\ ` \-\ \` ` ,` ` _ _ -- _ --_ - ^````.` `.II'\4 \\ T
(2 BG TO BG)
\ 1 I �� I i i , \�� PATH - I /` , / / / , 1 l \ _ , , \ -- --- ------ _ - _ - / \\.� � ( 35' BG TO BG)
\I I\ ' 1 ' �+�~ I 1 1 �\ \ to I `I I i ; / '' i l } \ \ - - `� ::: "� - - - - - - - - - - - - - ' - - �"/ �� , _ -/ "` - / • • NOTE • • STANDARD 30' CEG I The City Of Raleigh consents to the connection the City's public water system
\ , \-. t- - ��_` -- ----__ _____-___-_-_, --� - _ WILL BE INSTALLED ALONG BEDFORD shallJect
/,T _ as shown oa this plata, The material and oonstruotion methods used for this
,\ \ \\ \\J1LL�5 I I I � `, I'1 `� I ' �r r \ `\ ;;/ _ `\ � �� ;\\ �I �`,,`�\`�� _-_--- - `\, _\�• - , PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFFIC GIRDLE (SEE PLAW. p�C ca conform to the City's Public Utilities Handbooks' standards and
1 \ K - \ -. : �' `-' `
* f\ \1 , \\ \\ \ I 16.11'6 ` .. \ .t--.. t �'��-"•�-,�, 1 X12 1 I 1 I\ A \ ,\,\ ,, `. --_-_ -\ \ \\\ \ `\ \ `---------------------_----- --- -\ \\\- - _ _ \/\/.\` = _`-- specifications.
Pe
\t I 1 \ \ I I I \ �� +�.R.. �I I `\ i \i \ 1•`\ \ .\�„- _ -.. \ %\I :1 \\ \ `\ ` \'---` _ "' ---- -__ \ , - - -,`_ `�;- e'GONGRETE BIKE PATH. / City of Raleigh
\ I P I I `• \ 1 \ ` . - `a��.�. \ `-� \, \-•�__. ` ---_---------- _ _ -� . �\`-` - _ _ - BIKE PATH FROM VALLEY GEG 71' R. 0. W.
\, Nc I _ - "� \ - _ _ - \ \ _ _ sUf'D I v I s I Utilities t
\ 1 , I ( V l - J \ \ \ I I 1 l I ` _ - t --- \ / _ \ -\ \------------ ----\ \I` __�'--���1\``-- __-_ �` ENTRMCE THRWGH TRAFFIC (OR STANDARD Public Department Permit �!
\ \ 1 1 I (4) \ '1• \ 1+- \ \` -- _ _ - _ _�. 1 .�-.� �"fy-_`���1` \ �_..-. '-" --_ - �` `� `- '- --_ ! t\ - _-_--- . GIGLE ALCN6 REDFORD PLACE SHALL G E 5' -O
! l\\\` I 1 \ C :,.�` ' r 1 t..�� - - - -`-. ,` - __1 \\ \ `�``� `- /l I - 'ate _- ` - N
1\\ '/1,\ �`,�--+.--`\`-- Be 4'THICK.BIKE PATH ICONS G� I 20' -b' 18' -D• b' 1� -0' Construction Approval
t` - , \\ \ I �� \- I \ \ \ 1\ /.. -_ ., - _, '\' ` al� i _ �- - i' '\�\ I. --111`--- i �i T_Nz � 3r, VIRfaINIA NATE OR SMALL BE 6'THIGK hP
\ �,• (- ` rj7 l \ ----- = �� 1 - , _� " _- PLANTI NG DateI I - -r-__ - --'` \/ �v/' ! / \\ \ `\ _ `'� _ _ r.., _ / - - s_�=- ,- ,-.- -- - 5 3. 5'\•� \ I 14 ,' , ' \ \ � , �- _ ' / . _ , - , / SEE TYPI GAL STREET\ \.\ / / / / / _ ` \ \ \ - _ �`_ _- -�". v �,- _ * `t I / / , 5TR1 P
SECTIONS TH15 SHEET
�.,\ I I I , -\ / \ \ \ `\ / -, �=-.,� _ - --=� /., 7/�'/� \ \ , /, , / -' ?' / \w GENFRitL NOTES
\\ \II \ \+' i I % I y ,.'�.� - � ,r.. -�4• r. - \ \\\ \ t±Mt�\ \`'I /' r-'� \ 1 __ `,► •/ -- `r.-�1_`\ �( li ''%►-\� �` `- '�»� '' /'/ / '/i '/i / // - '' VI l.� I I�� '1•\ /FT I/2' FT
\ �'' ' I I - 'i -4Y-- - _ • t' - -4, ,� / f` __ / _ s= / , ' I/4' laow® eaasloN caN
1 \ / \ Ii 1 11 li / / i t .' . / \ ` \ `\ `\� / - \ `\ I-, �\ �` `.I `, \\ i \ ' ' �� ...�►/ \fix- �:_ ,/ / /' / /'�, / ,' / �''/A. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCT® 1N
AGGORDIANGEWITH AN TROL PLMI.
k \ 1 �, / Ill , , ' , , - ' I -15$-' t /'=--�.l ' ,� -% �_-�- .-, /' ///' , / 1 I - PATH DETAIL
\ \ \ / / 111 I / / -` �� i - ,. ----� 4 \ `` ',+ ,' 1 •/ .' .j' �\ \ \ \/ I - -� i-- ��__-/ I , , I / ,' 2' 1-2 4J
)I \ IB' / / /u /41 ,/ ,/,: /// r 11 , / / %/ 28 ',.' // k \\; \ \I I n / I /--- `�.\ `L, �,�� , / , i / B. ALL STILT CONSTRUCTION AND MATERIALS TO BE IN STRICT A'rGCCiWA4CE
` - - _ / 8' BIKE PATH 30r VALLEY GEG
l (OR STANDARD 8' G.A.B.C. \ \ I r / >, / , , / /, ' / 1_ 1 `T ` al `` . Z. /. , I 1 1' \ ` , --�--,I . / / / , I WHERE SH 51 DEWALK WI TH TOWN OF AIDARDS. ALL UTI LI TI ES TO BE
\ \ `\ _ -^-1 - 1 t / '` 1;3.T / / \-__ ` \ I\1 I I / -_L_ / / j / G WHERE SH06W �16NED /JdD C.GrIaTI�JG ST
\I 1 ♦ \ +. , - I \ \ \ / \ \ / - �� \ \\ \ , , 1 V I I / - -'"- 1 / /- / / / I OWN
d E G) TED TO CITY OF RALEIGH STANQARttS.
NOTES: ALL CONSTRUCTION OF SANITARY SEWER AND @ I/4 /FT SLOPE @ I/4' /FT SLOPE
ah 1 \ 1 � 1 4 // �z� � -,, - - �`t \� \ \ 11 / / / ,/ , ``\ \\ `\ .� \ \\ � / / ,.DEVICL' •-10( :t \ \ \ \ I '. l j / ' / i' " I Ill / / / ,/ / / ,
G. HGRI ZONTAL RELATION OF WATER MAINS TO
\\ , \ / I ` I / / / -- y--' --- ,� -. `I-� _ '-�•+ ` ' \ 1�( ' / �. \_ \ \ / / / •i N` \ \ 1 I I , 1- / / -i ^ 11 I / / , , / , /•
/ \ �- rot All- t 1 I \ I I / / \ \ • I r / / PLANTING
\((1 - r_ - - `` ``� , \ I;;/ - / ' / \ \ . �f�' ,' --- % �� \ \ \ \ a I t 1 i I I I / / \~\\•�: �, \ i I i / / WATERLINE TO BE I N ACCORDANCE WITH G I TY
/ , _ _ \ < 1� \ 1 ` 1 I I I I I 1 OF RALEIGH STANDARDS AND SPECIFICATIONS F I GAT I ONS RESIDENTIAL GOL��GTOR
I\It\', , // ', �Q�i-_ w )\ , % / , \ •.y-� /��4ri -.\ \\ \ ,I`\�rt,\\ , 1 1 I 1 / r / .`-,\`\`-A••I i I I I / i / / 1 PLANTING
',\� / I/ / I /_ -- '1„yJ o f, `�� T�� \ \ 1 '\ �� ' '/ --_ . \ ��T/ ' 1 �6 r- � \ \ , t \ '( 1 / ' _ ! t I I / / STRIP
11"1,1' / l//J// , / i \ \ 1 \ 11' , / I.2� \ i ' i / \ ` \ II \1 \1 1 I I I 1 , I I
STRI P
--.fit \'I , , , , I I `~\\ \ 1 TYP I GAL PURL I G STREET SEG
1, t ,\ I /' ', I / / ' i - ' ,._� \ \ \ // ! , `I \ s / \ ll , 1 I 1 I I I / 1 \ 1 , I I
I ,I, , / ->s cl•11? _ `� _ - /I -'' C'` \ \ , ALL CONSTRUCTION OD ROADS AND STORM DRA i ANGE
,1\\,\\ \ \ \ ' t 1 ,, , , / / -, , - . - , \, `\� \+ \ \ `, ., \, \ 1 + I I I / , \,\ \ \ \ 1 \ \ \ \ TION
\\, , 1 , /, / 1 1 _ - ` \ 1 1' / I ' 1 �1 \. I 1 ,\ , , , \\ \\ 1 , \ `\`\` 1: \ \ \ I I I 1 I / / r \\ \\ \ , I , \ \ \I
I / / Irl \ 1 `' I Wim' J' _/ .% - \ \ l� I \ t t I\, j 1 1 I I 1 I I -� \ \\ \ \ 1 , \ \ (41' BG TO BGI
�i11 ,/ , / ,/ / - . - - -_ ,. 17 rt'l _�\ I \ \\ \ \\ \ \�\ \�\\\\\\ 1 I , , I , , \\\,1 \\\ , , I \ \ I\ TO BE I N ACCORDANCE WITH TOWN OF ROLESV I LLE STANDARD 30' GEG WILL BE INSTALLED ALONG BEDFORD
III \ / , , / / / , \ �, \\ r . _ _ \ \ \ , , `,I �\ ; I t , I I 1 I I I , 1 , \I I \ ,'�+ I ► , , AND NGDOT STANDARDS AND SPED I F I GAT I ONS
\ \ I /I ,' . / , I / l 1 ,- I-60 _ 145 \ ,w3' -r - a \ 1 1 1
\ \ \ \ , \ \ 11 1 ,.\ ,\
1 I l I / / - --�_ I \\ N. 1 I + , ____�,"I. � . - - 25' \ \ \ ,\ \\\ \A \\I 111\1 i 1, / / I /� 1 1 ►\ \ \\\ r\' / 1 + \ \ , PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFFIC GIRDLE (SEE PL
1 • I A / / / / / , / / 1 / / JL - \ \ 1 / / -.�' _ \ \ - \ \ 1 1 \ 11 \ / / \ 1 \ 1 \ 1 \ , 1 AN)
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-
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//, ,, ,I , / / 1 / / ,J6,3` - +12I I 1 , ! - I �t /I / ' ��/ - � I - -_'� \ ``
! / r I I 1 / / I + \ \ \ I , 1 ' 1, I I I 7• ` I I 1 I / I A I / j \ 7-'--�� .ia/• i..� �.. _ --- - \- �` \\ _•'lam►`•' \ ` -
ATTENTION CONTRACTORS
The Construction Contract" responsible for he extension d
wale and sewer, as approved n hese plans, is responsible for
J �etacuna he C*nhra/ EnainoorinO Depa"tment at Ate.
j�& and he Public ILIUM" Department at � a1
lead brentr lour_ houry pnar to begnnnp arty d Urer cansirwi n.
Failure b ntorty boh COY Oqu11w*ela in **am d bepnrarp
construction, will result n he iawtanc* d mohatuy flnes. and
require reinstallation d any Vats, a sewer faukkea not awpeded
ao a reaull of hit notification hilar*.
F&Hura b Calt lar JMP*ction, /rletlsd • DOWnstrwn► Plug, have
fila m*69d P/ane on the Jobelta, or any other V/o/atlon d City of
Releth Standards will reach n a Flne and Possible me n
Mom tUhrrs work in he CIV alRslall,Mn.
/ ! , 1. ! 1 / / I I I \ \ / I / / % / 1.p I / - �, - 1 - - --
^'•'%' / I l I I ! , I , / / / /' / / ,' , , 1 I , \ , , 1 , / 4 ! 13 - _ •� I / - �` �.` - -» , \ - _ `--`- -- ----
/, ,/ /;% ;; ; ; / /' // / / I 1\/ \ / ,� 1It. �I 1;22 I "�.� 1�-' 1 1'+; -a-1 1 \, i - - -I�` - �� - - - ��' - �..' _ -- ' .. -• \ '�..� - - ^ _ \�....�'� - - �_ %''�"��- �- ATTENTION CONTRACTORS
/',{ % ,� / , / , / /' / / // / i -I• f 1 I I \ \\ I. , I I I ^ , 1 / I 111a'"!�i.l �, \ I I L.l,,,�% j I IT I \ -� -- - - '/// / //,-- _ _ - --�,,,� ---� ,\ ���_a__ ---==,--," \ �\``I-- _ - ---,, FheCon
/ , / I , I / /j / I I / / I / / , \ , \ \ \ 1 .1 I I 1 1 \ / 11 1 1 1� \I + U III I I ' fit-+ ....- ..-! /-: , / _ _ �- _ _ I �� i ` `. _ - - - _ strueNon Condraelor pump % , / , / /' / / / / / ,' ' / % ' / 1 / I I I I ' \ \ , \'I ' I I I 1 / I I 1 \ \ + I „' I I \I 1 , I t =� 7 I - ! `` __ _ p , "---•-!- %_ � ^ \ - responsible for sewer m stations
l ' i /' i I %O t \ \ / / ' \ , , 1 \ , , / I , ' , / - - �` / ' J ^ _ 111( - \ �--� ( �\ plans, is responsible for
/ 1 / / l I r / / 1 `\ \ l \�' r / i _ �' /--I-I-` -` - -`' heCenbalEn Engineering D
/� r
/ / / / %,/ / % / / \ \ I / \ `\ \1 ' _ _ \'•\ --+�y�p - --- 171 0 epartm*ntat
I t 1 1 / , ' -1 "' ' f 3 - 1 Z' ^ T, / coin tacrine
, / / , I ! / ! , I , r , , / / I 1 \ , , I / � / , + I t I � - _ _ \ �, ,� / ' � 1 _ - � w.. � - - - - - - ` _ and force mains. as approved In fl'lese
I 1 , I / / p
1 / /� / 1 / r ` / / / / / i 1 , , 1 \ \ \\ \ / \ 1 \ I \ \\ \ ` , I I / , s, - - \ _ _ - \ ` / . p - - - - io and ne Publie utilitia* D. rtment at
�y1 - _ _ ,/ - - ' ,• , ,_ r _ __ leasttwerrtv/ourhous
/ I ' ' / VI` - , \ I f / � / f \ , , 1 ' \, „\ : I I II I I I ' l I si -- - i- I V \ _ _ _l -T ' ' ' yet -CE I:) - . _ _ - -- b any
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50 R. 0. W.
CURB AND GUTTER I?ETA I LS I I' -b' 13' -b' I I' -0" ` b' ' - " 60' R. 0. W.
II b ' 6' I I' -b" IZ' -b" 1T -b' 15' -d ' 6' 17 -b' Sewer Collecti n/Ext nsion System
Id a' ~ J 5' 6' 5~ 5' b' S• I' I ~ B' ~ b 6'
1 \ 5' I' ~l The City Of Raleigh coneoate to the connection the City's public ae~ler ayatem
I/4 F I \ / \ e~s gown oa this plan The material and construotioa methods need for thin
r r i ~ , - ~ ~ ' I i ' 1 ~ 1 I , I I I I \ . ~iT . 1 "/FT I / , r , / ~ ~ , ~ _ . _ . IrdO----, Y ; , t / , f I I I r I 1 { , , 1 11 I i ~ , / / Z' / I _ ~ I!\ 'r I! I I 1 I I I I I I 1 1\\ 1 r / •,----,1,. / / I FT ? / \ I /4' /FT I /2' FT ep cUYca ~ conform to the City's Public UtWtiea Handbooks' atAndarda sad
/ ~ $1^~ SHEETS,'#, =~~,s - `L . \ . I I ~ r -IIII , + ~ t , + I , ~ - F ~ City of Raleigh
/ ' ~r'F _.3 \ ? . ~,1 \ 1 ~ , I I 1 1 t , I I , ~ _ SIDEWALK 30' VALLEI' GfG • / ~ / i / &IJJ37-- ~ v I I I, 1 I 1 1 ~ 1, v 1 1 1 ; 1 1 1 ! / / /f / , / , i - - ~ \ \ 1 t I 1 { 1 \ ~ ~ \ 1 , , , 1 I I \ ~ WHERE SH01^6d I -Z 51 DEWALK 8' BIKE PATH 30" VALLEY GEG 2 I -2 Public Utilities Department Permit ~
/l/ r ~t'~-~- / / ' l ! / - _ ? 1 \ ' ? , 1 \ 1 I 1 , ~ \ ~ \ l 1 \ 1 1 1 I I 1 ( -_AC - 'p~ I ' 9" G. A. B. G. / , , , / / / r - - , 11 , ; \ \ ? \ \ 1 1 I - ! I- -P~ nJ~~fi ! 1~ __L,L.C. _ @ I /4' /FT SLOPE / I - v 1 1 v V v ) A G. A. B. G. WHERE SHONAI (OR STANDARD 51 DEWALK WHERE SHOWN @ I /q' /FT SLOPE G E GI 8' G. A. B. G. SHCWJ Construotioa Approval
/ / / / j / !I I I I ! ,rte I _ sl[6 ~e 111 I ( ` \ ? ? \\\\?~\~I.. ~ ` / / / ! I I I 1 ! / ~ - - \ , I I I • ~ \ ~ \ \ \ \ \ \ ~ \ \ - _ \ - PLANTING @ I /4' /FT SLOPE @ I!4' /FT SLOPE
/ , , /I 6+41 ~ , r 1 , , \ ? ` , , . ` , _a--~z,329~-- \ STRIP ~ , I / - ~ , , I I to , , \ , . _ - , ~ - LOCAL RESIDE II l • 1 , ! I I I J I ! / 1 / \ 1 I I 1 I I I \\I ` \ ? \ ? ? - 1 1^_ 1" I AI PLANTING PLANTING STRI P I'U.. STRIP RES I DENT I ~1. COLLECTOR STRIPING PUBLIC
I I I J 1 1 t I I { I I ~ I I 11 1 ? \ ? ? ? ? ~ ~ - "~~Q.., - 1 T 1 P I G/ 4.. I 1 15 III :I , . \ 111 ~ PURL I G STRE I o I I I ? I , _ _ - - r~ I _ ET SECT ET SEGT I ON TYP I Gftl,. PU$L I G STREET SEGT I ON Water Distribution/Extension System
~ ~ - 1\+ I~ I I I I v` f 1 1 r/ 1 1 1 1 1 aJ 1 ` ~ ^ 1 1 I / I 1 ~ MTN I I ! ! I I 1 I I { 1 ~ ` ? - / \~r-' ~ (~T BG T BGl
„ _ ~ _ _ ~ _ , ^ 35' BC TO BGl The Clty 0f Raleigh consents to the connection the City's public water apatem
NOTE STANDARD 3d CEG WILL BE INSTALLED ALCN6 BEDFORD as shown on this plan, The material sad construction methods used for this PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFFI G LI RGLE (SEE PLAN) , profit ahnll conform to the Cites Public Utilities Haadbooka' standards a}y~l
^ \ 1 1 G 11116 r ~ I { ~ I I I ? ~ \ \ apecificationa
\ I I 1 1 1 { 1 , \ ~ { l I I 1 I \ J'~ 'a 1 ~I ~I \ ? ? \ \ - _ O'CQl P I ~ ~ \ I 1 \ ~ , CRETE BIKE PATH.
I I I { 1 ~ _ _ , _ r`--. BIKE PATH FRQ'iSUBDIVI510N ~ 1 1 I I I i ~ \ \ I I + -T~ 1 , ~ \ 30' VALLEY GtG 1 1 1 I 1 I I \11~ R1, 1 \ i~ ~ I I I 1 ? _ f -.-.r5> _ ~ ? \,f~l\~` - ENTRWCE THF~I(~hl TRAFFIC (OR STAND 1 1 \ I I ; ~ 1 m \ `{..,.T ~ I I \ - _ ` ~ 1 ^ ~ - PLACE ARD 1 p~~~ 1 1 _I / \ \ ~ / ` _ _ GICLE ALCN6 RELfORD SIV~LL Id VALLEY LEG City of Raleigh OR STANDARD 71' R. 0. W, Public Utilities Department Permit y
~ ' ~ p 1 1 ~ _ ~ ? 1 ^ 4' THI CX. BI KE PATH 11 ~ I 1 \ \ 1 L7~ 1 1 \ / \ 1 / - /,'i.~,• Ill --\~`J.' VI \ ? ? \ I ~'i~ 1 1 , \ \ 1 - -y ` I , , R61NIA HATER OR. SWILL BE b'THI(JC G E Gl 15' -d 20' -b' 18' -d ' 6' t 5' -d Construction Approval
\ \1 I r \ , ~ \ 1 , - / 1_ ~ / , =7~^• ( . PLANTING \ \ \•\I T/~I ! / l / / I \ \ ; \ t• ' f/'7 _ ~ '"`y ~ l_,\,^ , { 1`_.. ~ 1 / / /'l r'~~ SEE TYPIC./+L STREET I I ~ I I r J , / / / / / ! \ , \ / r' ~ '~-1- t \I 1 / r ! ~ ~ / STRI P I 9 6' b' 5' 3.5' Date
\ / / / , / ` , \I / +:~~r,i I . , ,rte, ~ 1 \ \ \ /I l / / r' SELTIC>NS THIS SHEET 1 \I \ 1 r IIl ~rI~1,~1 ~ _ ~ \ r ' ' _ / ` / _ ~ 1 ` 1 / /l l I ' / / ~ \ 1 I~I, , I IW.MJ' f/' / -.-:_.~,_~u _ 11N1~ I I / ~ ~ - / T -t.`.`' / , r , r / ~ , GENi=RAI. NOTES
~ 1 1 III' 'I I r c 1 / II \ ` . ' / / \ , 11 J I rl - " = '-'j~ ' ' ' ' / 8 ti~ I/4'/FT I/2' FT , / A, ALL LAND DISTURBING ACTIVITIES SHALL 8E CONDUCTED IN
1~ 1 / ! 111 r - , \ -ill 1~ '~I .~\~,11 ,I\ , ,i~'r`-i' ~~~7. /1,/ / j / ALCORIaANCE WITH AN APPROVED ER051ON CONTROL PLAN• I F/
PATH DET 1 IJ ,,l11J II v1, , ~1._-. I I AIL ! / 1 / k A / / / / r v1 v 1 . ~ , r ~ J I 1 / ~ , , / , . I'.~7 -1---_~ v A I { I 1 ! ! - v 1 ~ I r L 8' BIKE PATH 3d VALLEY GEG 2 I -2 <<~ B. Au STREET CONSTRiJLTI ON AND MATERIALS TO eE I N STRICT AU,f~AA?1CF
1 \ I I 1 / I~ I ? \ \ \ I / , ? , , r / ? ~ \ 1 1 1 + ~ I I / r' i'- ` I ~ ! f I 1 I/ / ( r' ? - !r / ~ ?IA 1 ! / / DI~~ v AV+\1A~1I ~ r / ~_~,I ! I / /1, I 1 I \ + I I 1 , / / ' / . . , ? \ II / / / r' ~ ~ ~ \ \ I / ,.C!'VI CL ~ la \ 11 1 I 1 1 / / I 1 I ! / / / , / / . WHERE SHOWN (OR STANDARD SIDEWALK WITH TOMI OF.ROI.ESVILLE STANDARDS. ALL UTILITIES TO BE
11 11 I ! ! 1 I / / ~ - - ` ? t V I~l / r / ? v ~ v ~ / r ~ y, ~ l I 111'. 1 I / / I 111 I J / / / , r / ! / 1 ~ , , - / NOT \ v I I I 1 ES: AL L CONSTRUCTION OP SANITARY SEI~ 1~I I I ~ / I I / ~ / V A 1 A 41/ / % / ` 1 r ?Qt AIL(~!(~ \ I I 1 I 1 I I / ' 111'• I I / ' G E GI B' G, ti B. G, WHERE SHGrPI DE516N® AND GONSTRUGT® TO GI TY OF RALEIGH STANDARDS, I I TARY SEWER ANp @ I/4' /FT SLOPE @ I/4' /FT SLOPE
I : / A V A I , A\~ \ V A, A ~ 1 1 1{ r I I 1 1 I ' \ 1 v, • v V I J / r, / / II y WATERLINE TO E J`1`tl / / / •'i~V~. I rJ / , / - - ~ \ ` GI11>~ / b 1 1 111 1 / ~ ~ '.1 I ' I i / i B I N ACCORDAN E 11 ~ ,r /v 1, I ,I I, I I ' / I I I ~ C WI I 11 / r/ / / / I V ~ I r •y'~~ J ~ 1 1 I I I . I I ~ ! / / 1RDANGE WITH G I TY PLANTING C• HORIZONTAL RELATION OF WATER MAINS TO SEY~S
I ! 1 . / r~l 1, pl ; I , ~ / \ \ \ , \ l \ i 1 r \ ` ` I I / r J 1. / / / , / / / / / • \ 1 \ IrJ r _ . I ~6 . , 1 1 1 I ~ 1 I / I I / r 01= RALEIGH STAN , I I .I r. / / / ~ - . v v 1 I ' , Z ' , ~ / \ . v I 1 1 I 1 1 f ~ , I I 1 1 , I DARDS AND SPEC I F 1 1 VA l1 1 r 1/ / 1 1 1 i P/ ? / ~ ll 1 I I 1 I I I I A l I I I I I PLANTING D SPEC I F I GAT I ONS STRIP S I DENT I ~L COLLECTOR STRIP S~ARATI ~ ~ s~ ~ MAI Ns. WATER MAINS
1vv\ v / ,1 / r l r I ' WII1G 11 - `v v v v 4~/ b I~// , ~1. ' r' / 1~ 1 11 I I I l I, U I I I I /~yl•' ~Q.~ 1; v 1 1 I I I I I 14 / / r J 1 ~ 41111] \ 11 1 I ! / , r ~'i \ \ \ ` 1 ; l 1 t I T,' 6^"C' 1 I I 'IVAA11 I ! 1 ! / 1 1 1 l,r I / I / / / ~ i' / / ~i _ `v A v~ , 1; vv V.1 1 1 , I 1 I ~ / ?VA ~VA 1 1 , 1 1 1 1 1 t . A v 1 , 1 1 ALL / 1 1\ 1 + I I C' 1 1 CONSTRUCTION TYP I Gil.. PU$L I G STREET SEGT I ON SHAD ~ uID AT `.EAST to FEET uT»RALLY F~cM ExlsrlHb oR PROPOSED SEWERS, UNLESS LOUL CONDITIONS OR BARRIERS PREVENT
I I I / , / r , , J r ~ ~ - , 1 , ' I ' \ , ' / _ v v A v ~ , 1. 1 1 . I I v v 1 1 OD ROADS AND ST 1 , 1 v - 1 1 \I ~ I , r- A 1 1 I ~ ~ - ~I ~ I ~ I I i , 1 111 / / l Ill l . A A , 1.11 f , AAA t V A;1 I I / v T\ ,A1 1 1 I / - , v --fit, A v 11. v.~ v 1 I I I v~ t \ 1 1 1 1 1 I TO BE I N ACCOR A ` D NGE WITH TOWN OP ,DS AND STORM DRAT ANGE A to FOOT uTSrAI SEPARATION - - IN WiICH CASE 14I' BG TO BG) H TOWN 0~ ROLESV I L L E NOTE STANDARp 3d GE 6 WILL 8E INSTALLED ALONG BEDFORD I • THE WATER MAIN I S LAID I N A SEPARATE
11111 , , / / l! r 1 ~ ' ' /`~_VO'`'^' ( , , , 11 X51 rl \ ~ 'r - 1\„ \ `y\\\,+\`\I ~ { ~ I ~ { 1 I , 1\\11+, 1 I I 1 , \ 1 1 •11 1 / / / / / . / 1 / _ 146 ~ \ , 1 ~ •3" . - ' -,a \ \ \ \ 11 I \~\I II , 1 I I I 1~ 1 1 1 \ ~ I l . , 1 , , AND NCDOT STANDARDS AND SPECIFIC 111• f r r , I I 1 ! 1 1 / \ \ r /t, \ \ 1 \ 1 I SPED I P I GAT I ONS PLACE FRf7M THE ENTRANCE THROUGH THE SECOND TRAFFIC CI ROLE l SEE PLAN) . ~ ~I T~ ~ ITT ~~I~T WITH T}f
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-7~ ' ~ % 11 \ A\ll I i I 1 i l r, ! / , , , l , I~~~ , t1, , , ~ ~ ; ~ I i \ ~ , t' ~ II 'M 1 A ~ i I , A V ` A ~ i ~ 1 , , A \ ATTENTION CONTRACTORS WITH ~ MAIN LOCATED AT ONE SIDE CN A BENCH CP ` I vv vt t , ~ \ r UNDISTURB® EAR'iH, MID WI TN THE ~.LaIATION OF THE BOTTp~
Y\ I I ! I~ r I l I I I 1 / I l, / / I r - I~ I 'T~1'V , A 1, 1 I~I I i r I ` v , 1 1 1 }~,A V~I. 1 , I I v 1 / - 1.~ V 1 ~ l A ! A i J A ~ 1 IJI l lJ I rl 11! I l r - \ 1 I I I 1 \ i t l It\ 1\ I I I 1\ ~ f\, I I r~ . \ 1 I rll I / / V A V / I i'' ~ I I I 1 V v 1 v ~ I / I /L-' vA I l ~ II t f r I t I i t`'t 0 7 ~ ' Tna Conwuo6on Conhadar responsive to ne exlens~m d ~ TER FI111 N AT LEAST 18 I N(,~1 ABOV~ THE TOP OF
l r 'I I r / l ~ l 1 / ~ \ l 1 I I I _ 1 I I 1 1\t + I I~ \ / I , • I I 11 i ; (i, ! 1 i 1 ! 1 / I I ~ , / \ ; \ , \ ! I\~ i I ~ 1 - I I i \ 1\ I II I I I I I \ \ "1~ I 1 ! 1 / ~ , _ v A 1 1 A ~ I L~` / J I I + 1 1 1 r I I i I I V ~ l 1~~ 1 1 1 I I! Jl 1 1 1 l / ? v 1 r' I ~ I 131... MIil9 v I I I I I ~1 1 111` I I I I 1\ 1 A ? ? \ ~ _ = I ff r I I\ I I \ \ ~ weler and saver, as approved n Itese parts, is responsible for
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r / ! / I t i I ! I I I I + I I I 1 / 1~ r \ . t I I \ \ , 1 \ \ \ , 1 \ ___~~.____..-I_ 'IIII I I I 1 . 1 / I 1 I I / r , ~ I I I I I I I ~vA 1 v v~ v v `v A v/ v 8~•.~ 1 1 I I I / / I I i(\ s' ca+raEre . d 1 1 ~ 1 I I I I r + I I ~ I I 1 \ \ \ 0 __f------- _ ~.~`,j; \ TYPICAL WATER SEitVIf.E TO EACH LOT IS TO ~ 3/4' COPPER
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REVISm 9/8/02 TOWN OF Ra-MVILLE COMMENT5
SCALE. I' =1 Od SINGLE FAMILY SUBDIVISION REVIS® I0/14--ELIMINATE 5TR> >y ` M'
AND CAUNTY REVIEW ~ PRIEST,RAVEN ASSOCIATESINCS low--
JULY 26, 2002 51 7E VELOPMEN7 PLAN r,r, V I LLAGE5 OF mm0LE5V I LLE DATE. REVISED 11/15/02 CITY OF RALEI6H GO41ENT5 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
d-05. d REVI SM 12/11/02 ROAD CROW N5 (MI ODLETON) 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone] . Fax [phone] . Email PriestCravenCnc.n.com
2001-019.001 NNSBOR0 N. C. PROJECT: . PREL I MI NARY NM-RELEASED." FOR CON5TW
SPONSORED BY. RHEIN INTERESTS, GRE
i

50 R. 0. W.
CURB AND GUTTER DETAILS ~ R. o. w. PUBLIC
I I' -b' I -b' I I' -O' ' b' I I' -b' ' b' ' I' -b' I -b' I T' -b' 15' -tr ' b' I -b' ' Sewer Collection/Extension System
T . R. j. I' 5' ' ' b' , 17 ' • . • e' ~ 5' b' 5 5 6 5 I ~ I 9 b b' 5 I The City 0f RsileiQh consents to the connection the Cites public sewer system
1 a' 7 ~ l~ / 1~~ ae shown oa this plan. The material and construction methods used for thin
I---1a---I.-I~-.I ~ 7;• T.1 project shall conform to the Cites Public Utilities Handboolos' stnadards and
sa vA1.Le'r Tree arrreR w srANa+Rn . \ I /4' /FT I FT - - . _ _ _ _ - _ _ 1 4UTTE(i , 1 , ~ ~ , 1 ~ ~ J ~ I ~ I I 'I 1 't 1 ~ ~ I A ~ , I 1 ,r ,r /r , ~ ~ I FT ~ / \ I /4' /FT I /2' ~ specifications,
'(I, r i / ,r ' i - - - 11'.00---_` v ~~~w~`1 r r i r I I I ~ I I 1 I I 1 + 1 r / l / l / ' . , - ' l ~ 17 eV - ~ Y I ` I l ~ 1 I I I ~ 1 1 I I I / r/ r' / / ~ I ~ I f . IIII 1 , I I t , \ \ , , , '~/<</ F City o1 Raleigh
_ ~ ~ a ~ _ ~ , I I I \ 1, t \ I / / . SIDEWALK 30' VALLEY GE G J, / _ ~ v• ~ v w 1 1 1 1 ~ I 1 1 1 I ~ It v vv 1 1' 1 1 1 r / ~ , pertmeat Permit I -2 8' BIKE PATH 3O' VALLEY GEG I -2 ~ Public Utilities De ~ SIDEWALK SHOWN (OR STANDARD SIDEWALK
/ ,r„` ~ / -'3 , &U112-- ~ \ I 1, , , , 1 ~ 1~, ~,~a , 1 , , , I , , r , _ WHERE SHObW 8 G. A. B. G, , / ; , , / f 5J? ~ , , vA 11:,1 , v , , , , , ~ ~ v 1 1 1 , 1 BM- C-A I I l \ , , , \ @I/4'/FT SLOPE A B. G, WHERE SHOWN G ~ G1 8' G. A. B. G. WHERE SHOWW Coaatruatioa Approval
/ ~ , / , • , ~ - - - , , ` \ , \ \ \ I , \ ~ ~ `lam ~~YY -LL~j'--IwJwV? 1 ! ! j / l l l 1 I I I ' --~..---,-...1111 , , \ I t , 1 \ y 1 \ \ ? \ \ , , ! ~ ~ \ - \ - . / ! J ! ! I - ~s-w~cwge \ 1 I 1 ! , \ \ \ \ 1\.~ ~r_ 1~`, ..--~0-...__---- PLANTING @I/4'/FT SLOPE @I/4'/FT SLOPE @I/4'/FT SLOPE Date
, , , , r 1 I I i / , 1 sla~w.K \ \ ~I I I 1 ~ 1 ~ ~ \ \ ` ` \ _ - _ ~ - 1 11 _ LOG~I. RES I DENT I ~L. /l / / / I I / 1 , 'r~ ~..,~T ~ 1 M 1 1 I I (1'~Y \ \ \ \ \ \ ` ~ ---"`--_~"a- _ /^^1` \ STRIP PLANTING PLANTING PLANTING
~ / / / 11 5~1 I 1 / r • , I I ( 111 I\ \ ` ~ ~ \ ? \ - _ ~ - _ f 1~_` ~.•-1 \ _ TYP I GAL PURL I G ST • I ~ STRIP STRIP RES I DENT I ~L COLLECTOR STRIP PUBLIC
REST. SEGTI I I I I l l I ! I A I I 1 1 1 1 1 ~.1 I I Irl A ~ ?v A ---•-+T.{^,~,y}~~ A Ipl v ? / I I I r I 1 15 I I 1 I I I I 1 , \ . , ` -.feY1 ~+w~ \ , , ~f p~ 1 I , I I I I \ O I 1 I I 1~ I ,i ` \ ? ? ` \ ~ - - _ `jj14 ? ^ _ (LT 1x. TO :T SECTION TYP I GRL PURL I G STREET SECT I ON water Distribution/Extension System
I ~I II 1 I 1 \ \ \ MTH ' , Ir 11 11 ~ ! I 1 I 1 1 ~ _ ` ~.,,r~ - / ,r-' , \1 1 I ~ ICI 1 ~ 1' \ ~ 1 1 ! ! f f 1~ \ 1 ? \ _ - _ y~ 135' BC TO BGI The City Of Raleigh consents to the connection the Citys public water system
NOTE STANDARD 30' GEG WILL BF INSTALLED ALON6 BEDFORD ae shown on this plan. The material and oonstruotion methods used for thls PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFFIC GI RLLE (SEE PLAN) , Profeot shall conform to the Cites Public UtWties Flandboolor' staadaids sad
11 1 , , \ 1~ 5 I I I -e.•. r`,~_ 1 I I I , ` , , \ \ ` . ` _ _ - • ~ - ' 11 \ 1 \ \ \ \ \ I I I -'"t-~- ~ I 1 1~~ I 1 I 1, ? ? I !r^ ~ 1\ ? \ ` epeoitioatioas.
~ I r \ \ - - `.1 \1 1 \ \ , ~ I , GI1116 -~~.~„-.r M111 I 1 1 , '1 ` ~1~,-! 1 \ ` \ \ _ - I I 1 I I \ I ? , .1 \ \ ~ \ \ _ B'CONCRETE BIKE PATH. ~ City o! RnleiQh
1 I 1 I ~ I 1 I i 1 \ ~ 1 - _ _ \ \ \ - 30' VALLEY CEG i 1 t \ ` \ \ ~ `i`\ BIKE PATH FRGM SUBDIVISION I \ PI I l 1 1 1 \ \ ~ I 1 1 , 1 ? \~r 1~"r1 1 _ , \ - •,t.\` ENTRANCE THRLUGf1 TRAFFIC ~ STAND n VALLEY GEG 71' R.O. W. Public Utilities Department Permit i~ ~ STANDARD
\t ~ ' I ~ J 1 \ \ ~ I I I 1 , _ - --t / ~~~~N~..y . / : ~ \ ~ ~'y cICLE N.CNG REGfORO PLALE 1 1 I I I ~ RI 1 I I I 1 ~ \ \ \ _ ~/r\' - - _ SMALL G ~ G) , 7 1\\ ~ ~ I I 1 C ~ 1 ~ - r \ I -1.. 1` - r' ~ - ~r ':a• ~ /I1t. ~ 2E THICK, BIKE PATH ALONG GEG) 15' -O' 2O -b' I b' -t7 ' b' 15' -O' Conetructioa Approval
II 1 \ I \ ry'1 2~ I 1• I 1 \ \ ' t ~ ="w - _ - ,r ~ II VIRGINIA HATER DRSFIALL BE b'TMICK I 8 6' b' S' 3, 5' Date
t \ ? ` / i I 11 ~ \ 1 \ \ ? X130. _ " '-i ~ ~i r~ \ ^ 1 s i' ~ - 11 I ~v/ I ! I r \ \ \ \ ~ / - \t~.%• / i ~ I 1`~_ , j~ SEE TYPICAL STREET NG
\ 1 ~ ' 1~4 , , / , _ \ ! 1 \ , _ - - - ~_y, ~ ,".:Lr,,;,-- 1 1 ' ; 1 , , STRI P III/~/II ~ 1 ! / / ~ / / ` r \ \ ? .1/ , r•/' s'•, -1 \,~I y 1 ~ , ~ ? ,r SECT ONS THIS SHEET ~ GENERN- NOTES
\Il ` I III V / I~ ? r ,i , ~ 11, r / _ _ , i~- ? , l/ r 1 I ! / l l 1 ~,1 \1 1 II Ir11 ~1~ , ,.:_,_,,;-.,r \ t4N1~ I / - t~ - j ? i ~ 8 BI 1 I /4' /FT I / 2' A, ALL LAND DI STURBI N6 ACTIVITIES SHNl BE CONDIIGI'ED I N
~1 ~ 1 I ~ 1 b , Ifr , ? \ ? / / \ I\ ~ - `,I 11 1 " / \ ?\~c--_~~'c_/ / / / f / ! ? / / / l 1 1 Ir11 III /ry'" C`/"`~" 1 ~ . ? \ / ~ \ \ I`.,\\ ( 1 / ~%:~..i/ r..~ \=1:_ - / / I / l r ~ / R K.I,ORDYWGE WITH AN APPROY® EROSION CONTROL PLAN.
1 , I 1 j 1 1, , 8 `,1 ~ , \ I 1 1 / , ~ _ _ , , , , I PATH DETA I L l 111 11 \1 : ~ ~ . , 11 , I , . i ,1`i.__~ , r I I L 8' BIKE PATH 30'VALLEY GEG 1-2 ~ ALL STREET GONSTRUGTION AND MATERIALS TO BE IN STRILT N~GOR1aNiLE
1 / + jr' i / , H 1 1 1 r,! / r ? ).1\ ? 1 ilr ~ 28'., ~ k \ 1 \ I A / - l / / 1 7 r , / I ~I / / v1v 1 II 11/ ! I~ , 1 r , 1~1 A l 1 ! A 1 1, I i ,i / ) V v I / , /A r _ I`,3;1~~ / _I-_'•~~ ?v ~ \V A 1 1 ' I ~ I 1 I rr f-- A / l ~ ! I I 1 11v1.:~vrrr 1 'l' vA v~, , /,1 '?IA i DI ? v~vv\~1, ~ / __L_vI 1 r'! ! WHERE SHOWN (OR STANDARD 8' L A.B G ~ SIDEWALK WITH TOMI OF,ROLESVILLE STANDARC6, ALL UTILITIES TO BE
` ` 1 ! / - ~ \ 11 / / / rr y \ y ! / ,.~•VIQ Iq t t, I 1 I 1 I I , / / I , I 1 , , / / , / ti' I' ~ ! 1, ' /,-I°='s----,-~ - _ - - \ +~1 - \ ; / • ~ Is• , I 111'.1 1 ' 1, t l I . I , / , , , / NOTES• ALL CONSTRUCTION C~ SANITARY SEWS @I/a'/FT SLOPE c E Gl SNOB (~516N AND C~NISTRUGTED TO LITY OF RALEIGH STANCVtRD3, TARY SEWER AND @I/4'/FT SLOPE C, HORIZp~AL RELATION OF WATER WIINS TO SE4ER5
11 1 I / . . I I \ I 1 / l• 1 II I ~r ! t / / r - \ ~ , 1 ~ / I ? ` /r' r , )If~t AIL1~ \ I 1 I 1 / \11 \ , / , / / 1 I 1 , 1 , ~ ~1 I ~ / r , v \ ` 1 ~ , v v , A ~ 1 1 1 I 1 I I 1 / / v vv ` I r + / ~ WATERLINE TO E ( , B IN ACCORDANCE WI1 ,111 ,-I•~46, I~,r / - \ • . / -J4~'' \ \ , It\,1 I (,III , , , ? .I , ~ , , , ! :DANCE WITH G I TY PLANTING PLANTING LATERAL SEPARATIOI CF SEI~ ANp WATER MAINS wATER MAINS
(111 , / \ I, , ! , y ` r-y , , , I I . , , \ I I I , C~ RALEIGH STANDA h 1 / ! / - q I , , ! \ 1,76 ~ ? \ , 1 1 1 I I 1 i 1 I I I / ~ 1 I I I / / RDS AND SPECI F I C SPED I F I GAT I ONS STRIP RES I DENT I ~L COLLECTOR STRIP SHAD BE LAI D AT LEAST 10 FEET LATERALLY FROM EXI STING OR
II 11,1. / //,/,,1,1/1 / ! ; - - v A~ , ,yr ! , ll~~ , v . . / v ~I g 11j1 I 1 1 I I I I / .~y ~ 11 1 1 I I I I 1 III VLl lr , ~ / l1 ! ! / / / / / ~~GI1110 V 1 AV ~/i r l / ' ` ~ / / 1 ~ 1 ~ 1 1 I I I 11 1 1 I I I ~f' ,,~,q~, ~ t 1 1 I I I I I 1V 11, , 1 , I , / ~ - } t t / / r . r'. AAA A 1, A~ 1 1. I . A~, , 1 I l I 1 TYP I GAL. PURL I G STREET SECTION AA ,T,~-~NT~I~ ~ I~ PR~V$1T
, v , / / / ' ! , ~ , uuu v V 1 1 I I ,1 ~ ~e ? v v v1 v.1 , 1 , I I I 1 / v \v t 1 1 I 1 ~ 1 ALL CONSTRUCT I ON OD ROADS AN v, 1 ~ ~ ,1,1 - 1 , ! l ; - " ~1 , . ~ I I ~ 1 1 D STC I„\\ I r, , , 1 yl:~lb°f~` ~ , I ~1r , r ~ ` , ? ' - _ , ~ ; . ,,I.t , , I ( , , r , , , , , , t / I / / , / , , ! / ~ ~ ~ t ~ , , ,I I vl!&1'~' ~ \ \ 1` 1 I , 11~ , I I I ~r~ \ \ 1 1 + 1 1 1 I TO BE I N ACCORDANCE W I )S AND STORM DRA I ANGE l 41' BC TO BGI
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- , 1 ? ~ .I 1 A I ~ 1 y~' O'LQIflET['-..~ Q' A ? . ! , ~ ~ V I ~ V vA / 1 1 ~ /r ~ \ 1 1 I 1 1 a''"~ M1H ~ lam`' \ 1 M•K LI Inrl'_ ~ ~ ~ 04 ~~a ~ _ vIbz ICnz ZCoz
1 1 1 r~3 _ , , , ~ ~.I . vv , ,
/ 1 III , 1 \ ~ y /v' ~i.~` ` - 1(~ V v ~t 1 t LI , - •~.•~y v ~ 1 : , , 1 \ .1~ 1 ~ 1 ` \ ' 1 ...rte' v ` 1 I`? MNI r 1' I ~ - ~ i I lv / ~ ` \ ~ . ]I~r/ere `I \ ? l 1\ 1 ` ~ ~ ~ i ~ ~ \ \ 11 / ~ 1 ` 63~, .sf MTa ~J .
, _ - i ` / 03 ~ i` 1 IaGW' DC\ \ srcmH A-A a¢cna a-e EC9ea 0-C
,r ~ / I I I ~ 1 i 1 ~ V 1 1 671 ~~c;,. / / ~{'1__l._. 1` l~. \ 1 '1 ,1 r / ~ i/ ~ ! I I 1. ~ A ~ ~ e'Irariere / 1 1 11 M ' ~ 1 , /I ~ , 4F~~'~~~"""Y ~C 7i+' i - I 1 `I, 74 ~\7~ _ +t 'fin ?
e T ~ ' 1 ~ 65 ~ ! ^ ` I . \ ~ iaW AWmON TO THE Aaovr cans
rgtn ".1 /1- W r / e \ I _ f \ I IC _I\~ _ / 1 7-% aK, SECTIONON TRANSTAANSfSN4 10NC'ONF THE CUTTERNOT E TO ORM .SLOPE1 ITI JI}~r',y
lool Mile RHA5 OF STD. 70.01 ! \ \ • 2. TRANSITION NOT TO BE LOCATED IE \11
WITHIN THE CURB RADIUS.
A we / \ 1~ 1 11 II ` 0 ! I ' Mi119 - _ \ 67 Igr
A A' 70 69 I 68 DI FFUSE FLOW GALLS. LO POP! F 13 LF PER I (:F5)
'All 1446
r X41 'NIT # I I I - 10 GF5 X 13 LF/GFS
' 1 - / ~ . e'kuraem I \ ~ r' r0' 'vL 83 \ -,GIG lo* 84 / = 145.00 LF
. f 8 r 187, 1x1140 xT+~ - - / 9~. #2 8.99 GF5 X 13 LF/GF5
1 \ I 1,88 \ op mc \..o - I \ 1-6 ~'f" "w. w090 / XH160 , OV I I \ . , f 7V I v 1 17.00 LF
1 1 1 \ 61119 s ~ \ \ ~ A / i r ~ ; r 1 CI #44 .I N # 3 4,53 GFS X 13 LF/GFS 98 \ - 59.00 LF
/ r ,Oo,7 1 1 92 1 EXISTING 1 / \ ING GROUND #4 4. 77 GF5 X 13 LF/GFS
i 15 _ ~4 95' 3' y, 7 5T 62.00 LF
-k PH r ISM , ILM42 P! ' r \ PIPE #5 4.58 GFS X 13 LF/GFS
\ 1 \ \ / / /l r - - , 60.00 LF 46 3.32 GF5 X 13 LF/GFS
2` I _ 44.00 LF ~~~??uunu~~, R I PRAP
- DISSIPATOR 12 CAR 47 6.74 GFS X 13 LF/GFS ~-g PAD 3' a 88. 00 LF -
- i L
/ - ' \ , / r r / ~ ; /r } I l i f \ ~ 1'• 1 \ 1 \ \ - ~ I \ I I I I i / 1 I i ' ~ \ ` GLASS INE DEVICE WITH #9 4.73 GF5 X 13 LF/GFS ~E DI AhIETER A 3
,r / _ - /1/ / /i' I ~ I I r ( ~ 1 ~ ~ l r \ v v ~ ~ 11 A''~ v - / A' 1 ~ I I I I! ~ ~L ~ `.v A ~ ' - RI PRAP = 62.00 LF DIFFUSE FLOW #IO 5. 15 GFS X 15 LF/GF5 056
I I r~~ _-----1---' ~i~ II 1 I ~ I I I I/( I/ / J I/ I ' I 1 A 1 v`-~ ` 1 I I II 1 1 ` ~ I j ' 1 DEVICE DETAIL = 67.00 LF
~uu? REVISED 9/8/02 TCWJ OF ROI.BYI LLE COM+ENTS
SINGLE FAMILY SUBDIVISION SCALE: I' = 100' REVISED 10/14/02 ELIMINATE STREET' If t MIDS. PRIEST,CRAvEN 3
AND REVIEN AsSOCIATES,INC.
cd-03, dwg V I LLAGE5 OF ROLESIV I LLE DATE: JULY 26, 2002 %51 TE DEVELOPMENT PLAN IFEVISM 11/15/02 RDAD Ca: RrRA~SILEIN6 ( (6MI =OM cREVVI SM ED 12/I1 I/02 ROAD LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2001-019.001
SPONSORED BY. RHEIN INTERESTS, GRENNSBORO , N. G. Olt 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail]. corn
i
PREL I MI NARY NOT-REL&6ED FOR GONSTR.K71

50' R, 0. W. 60' R. o. w. PUBLIC '
CURB AND GUTTER DETAILS I I' -b' 13' -b' I I' -0' ' b' I I' -b" I I' -b' I -b' I r -b' I s' -d ' b' I -b' Sewer Collection/Extension System
~ rarr/n. I' 5' ' 6" T " i' S 6 5 I' 10 6' 5' 6' S' I' I' 8' 6' 6' S' I' The City Of lielai~h eoasente to tho eoaneotioa the Cite ublia sewer ~ tam j
1 r ae shown on this ~ p ~ ~~tl ~ ~(?~~1 plan. The mnterlal and oonstruotion methods used for this i
• h' ~ / ~ i ~ pro}ect shall conform to the Cit}~s Public Utilities Handbooks' standards sad I ' I /a' /FT I /2' specifications, I FT ~ / ,~,1 ; ~ ,I
I/4"/Fl' I FT sv vnI.I.Er TYPE alrrst sv sr/aaum \ 1 , _ _ a+e ~ wrrER
a.,~ ~ ~`I r I ~ ~ I ~ III ' II 'I 11 ( i i II \I ~ 1\ I I ~ ' ~ / . ~ . eL'_f-__... 11-00- \ \ ~ r IIII I I I I I / 2 1-2 Rj~ a City of Raleigh
~ (r r1 r' / / ' ~ - _ ~1_.,- 1781 ~ V i i ' ! I 1 I I ) , I 1 , \ \ , , / ' ~ / ~ - 30~ , / I rl) , I 1 , I \ 1 , 1 , / , SIDEWALK VALLEY CE6 ~ ~ L_ \11 ~ I~ I l l r I I I I I I I I { 4 1 '2 (1 8' BIKE PATH 3d VALLEY GC G ~ I 51 DEWALK Ut1lltiea Department Permit ~ 51 DEWALK WHERE SHOI•W I OR STANDARD 8' G. A. B. G. l~1ERE SHOWd Construction Approvai
/ y ~ 5HEET8 _ecall8. = ~ ` . I I I ' I I ' 1 1 I \ \ '1 I 11 \ 'I / + / i i WHERE SHOWN 8" G. A, B. G. B. G. WHERE SHOWN @ I /a' /FT SLOPE G E Gl
/ ~~/1,~ ~ ~ / ..3 61 A~`~ vvv v vv1 11~ 1 I 1 t t vv A v ~ ~ v 1 I v 1 vI 1 II I + i \V -I A~ @I/4'/FT SLOPE @I/a'/FT SLOPE @I/a'/FT SLOPE Date
/I/ 1 ~ / / f / / - - - - \ ~ 1 ~ \ \ \ \ \ \ \ \ \ I / - PLANTING 1 1 , ~ , ~ , / 1 + + I I r --I'~ \I 1 I 1 ~ / \ ` \ ~ ~ _ _ _ ' YL -C7V7L --J-3[__ ~i-T"- ~ - STRIP LC~GAL RESIDENTIAL / / , , , I I 1 I , ~ SILHYLK \ \ I I I ~ \ ~ \ ` \ ` \ ~ ~ _ _ •-'1 / ~ ` \ PLANTING PLANTING PLANTING ' STRIP STRIP RES I DENT I ~L COLLECTOR STRIP PUBLIC
t , , r , I I , , , "r52 . , M I I I 1`, I~, ` _ - _ III - ~ TYP I GAL PURL I G STREET. SECT I C TYP I Gf4L PU$L I G STREET SEGT I ON Water Distribution/Extension System SEGT I ON
/ , ~ 154; I ~ , / r "'--340- 'I I I I I I , , , \ • ~ \ , ~ _ -'_~6A_.. - ..~/7.{^,~}~C _ - I I + I 1 I 1 , + I / \ I I I I ~ I ~ 11 \ , \ . \ - _ - .feY1 ~+•e~ ~ ~ I u . 7, I I I 1 I I + ' ~ I Il I I ~JO II II I 1 I 1 I ` I I y - ~ ~ - ~ \ ~ ~ TO 35' BG TO BGl The City Of Raleigh consenb to the connection the City s publla water system ~
' 1 ~ \ - I I , , I I , \ , 1 e cuu~re I , 1 + / / I I I 1 ~ \ ~ \ ~ - ~ NOTE STANDARD 3d GEG WILL BE INSTALLED ALONG BEDFORD ae shown on this plan The material nad coastruotioa methods wed for this
PLACE FRlR1 THE ENTRANCE THROUGH THE SECOND TRAFFI G GI RGLE (SEE PLAN) , pr°,ject ahnll conform to the City's Public UtWttes Handboob' standards sad
1 1\ 11\ , ,1\ I uIGQ cr - r -~-I I ~ '1 • ~ , , ~ ~ \ z. epecificationa i
11 \ \ \ 1~ ~ I ~ \ _ 1 14~j I I I I \ ~ \ - \ ~ - - _ B LONLRETE BIKE PATH. City of Raleigh J1ET Ct G 71' R. o. W. Public Utilities Department Permit ~
*~l 1 11` \ 11 I GIIIIW ` I M}Y 1 I I 1 1 1 ~ \,1~.'' ~\I ~I ` - _ - \ \ \ BIKE PATH FRQ1 SJBDIVISIQJ 30" VALLEY CbG •t \ 1 \ 1 \ ` ~ I y 1 i l1 \ \ \ \ ~ - ~ \ \ ` ENTRhNGE THROUGH TRAFFIC (OR STANDARD 111 Ai 11 11 11 1 II 1 I \ \ \ ~1 I 1 I I \ \ - T1 _ \ - / ~ari\ \ -i~~"'~•••\\..`~ ~ - ~ GICLE N.GN6 BEDFORD PLALE SF1AL1. G f, GJ STANDARD
1 r 1 1 V I { I I I \ - ~r ~ •~'~j" \ ice' - \ ` - ~r \ BE ~'TMICK~BIKE PATH N.ONG t Gl 15' -d 20' -b' I B' -d ' 6' 15' -d Construotioa Approval
\t ! I I ~ , t \ 4• _ I i I y - -.1_. . / - , ~ L ~ - ~ 11 VIRGINIA w1TER oR,sHAU BE b' THICK N) ~ p III' I 1 1 t \ \ / _1~ ~1 ~ _ - ,,\i=y. - I 8' 6' b' 5' 3.5' Date
11 1 \ '1¢' 1 \ 1 1 1 t 11 \ \ / _ + ~ - - \ ~i.i- PLANTING I _ ~ , ~ , SEE TYPICAL STREET ~ . ~ GENERAL NOTES
~ ( \ r / 15~ I r \ \ \ I\ ) / 7 ~ ~ \ "v , / ' , ' / SEGTI ONS THIS SHEET
I/a'/FT I/2' FT h ALL LAND DISTUR$IN6 ACTIVITIES SHALL BE CONDUCTED IN ; ` / R ACGORaNi(~E WITH AN APPROV® 6b061 ON CONTROL PLAN. ~
1 \ I III Y / I; / ~ / ` \ ` l1i11 I ! / ~y - . l ~ I . \a - / / r / , / 1 _2 <<~ & ALL STR15:T CONSTRUCTION MID MATERIALS TO BE I N STRI GT N;GORI'aNrLE
II 11 \ 1 Ilrr, 1 ~ / / / IIr, / ~ \ \ \ \ l , ,i// \ ..\\I. ~\I ~ 1~ , i,'r ~.i/ \`v..~" / / / / , I / ! I T , _ _ PATH DETA I L / \ III I I/f~ CY""'i` . / 14 + ~ \ \ ,l ( ( T t / r --I"-``i-- ,,-yy\` r / I , I / i~ 1 , / / 1 ~ ~ ~ ~ / / ' 8' BIKE PATH 3d VALLEY Gt G SIDEWALK WI TN TOWII OF ,ROLESVI LLE STANDARLTS. ALL UTILITIES TO BE
1 r Ilt ~ r .'I ~V I - 1 / 'j 1~ \ 1 , A / I /"J , ^~C` I•~ / 1 , , 1 ~ \ I. / r d l ~ I + / , / r' '1. \ \1 u~ ~I''~a, \ I 1 I I I \ r , \ / / , / ~ r I I , vI 1 ;l• l , , u ! ~ ~ ` ~ ~ al , ~ / / , , P.~~'~/ _I_--~` ~ vV v 1 v ' I v I I / I ! 1' / l 1 , I WiERE SHOWN (OR STANDARD B' G, A. B. G. SHCCbN DESIGNED MD GOYSTi~JGTED TO CITY OF RALEIGH STANaAR~i,
I \ I ! A I I / / / - _ A I / ' / \ ~ A v ~ / DI ` V A 1~ I I I , 1 - I 1 I ' + / \ , 1 + ~ , I 'II1 ! ~ ~ / , , ` • I / ~ ~'a \ , I , , r I 1 I + / ' ' , NOTES: ALL CONSTRUCT i ON Ol+ SANITARY SEWER 1v ? ~vI I ! - , ~ li , , ~ ~ A 1 ,17NCE1 Iq I I / , 11. / @I/a'/FT SLOPE L E Gl @I/a'/FT SLOPE ARY SEWER AND G, HORIZONTAL RRIITION OF WATER MAINS TO SEWERS
~ / , 1 I l , ~ 1 I / / ~ ~ + ` ; ~ / , _ \ \ +I+ / ' ' ~ ~ ~ \ \ , / / wl ti~ ~ t/us, \ IIII 1 , I I , + ~ \ + 1 / / WATERLINE TO BE I N ACCORDANCE WITH rA~'ll 1 ,II II ' rr~ / ,'r'~S-' ~1 A i~l/ 1 / ~ V ~ \ VA\Ql,ll 111 1 I 1 / / \1~ '.111 I I r / / / AN GE WITH G I TY PLANTING PLANTING LATERAL SfpAR/1Tl ON OF SEI+ERS AND WATER MAINS. WATER MAINS
\ I 1 I . ! r ' \ ) \ \ / ; / : - . _ . \ ' Gnl~ / , \ , , \ \ , I , 1 , , / _ \ ' I , I I + 0>= RALEIGH STANDARDS AND SPEC I)= I GA , V l l / / _-146. A , v III , , / A Y, ~ ~yA,' 1~6 - ~ v, . , 1 1 1 A S, iJ, 1 ~ 1 I I I / 1 1 I I I I 1 SPED I F I CAT i ONS STRIP RES I DENT I ~L COLLECTOR STRIP SHALL eE ul D AT LEAST 10 FEET LATERALLY FROM EXISTING oR PROPOSED SEWERS, UNLESS LOUIL CONDITIONS OR BARRIERS PREVENT
{ 111 , + , , ' '1 - I \ I , , _ , S , / \ , \ I \ I 1 I " I I 1 I I 1, 1 I I 1 I' 1 J~ / I J ' . - 11 111 ! - , l I I / \ I I I 1 1i , / / \ y~ rl~p . , . ' / \ I I ~ U 1 MW \ 1 t , 1 . / / , , / - \ \ 1 ry + , r , ~ 1 . ~ 1 \ I I I I 1 I I I ~ V4 I I , , , I, I1. / l llI , / \ , r I G~1. PU$L I G STREET SEGT I ON A l o Fool uTERAL sePARATI ON - - I N WWII CH chsE
I , / / _ - / r / ` - / \ 1 t 1 I I / - 1 1 I \ ALL CONSTRUCTION OD ROADS AND STORI III VA.I /L,~,/,IIrlr f' GIII}0` A IA A 4 4 / / A 1119 ~ 1 1 1 t i I r i/ / 'i' \1 \\\t \~\\a I \ I I. 11 I II r 1 11 y II I 1 11 t \\1 \ 1 / , 1 r I r: ~ _ ~ W _ _ 1 , 1 /1 , / ; ~ }e • ~ - - \ \ \ ~ \ , , 1.1 , I I I / I \ \ \ 1 1 \ \ I N A R A I AND STORM DRAT ANGE cal' BG To BGl TOWN OF ROL ESV I L L E NOTE STANDARD 3d Gt 6 WILL BE INSTALLED ALONG BEDFORD I • ~ MAIN I S LAID I N A S~ARATE TRENCiI, WITH THE
.v vv . ' } /I / „ 1 t + / . - ~ 1 I' 1 ~ / ` v 1~ 1 1 ~ v , I ~ 1 1 ~ I I I I I , `v ~ 1 1 v 1 1 1 1 . 1 v 1 TO BE GGO D NGE WITH TOWN OF R I ~ ~ C" 1\ 1\\ I/, r t I I \ \ t 1. I r / ~ \ ~ l 1 I I I / \ 1\ 1 1\ 1 1 1 1 l I / / , ~ I r~' \ ` \ ~ \ \ I \ 1 { 1 I \ I 1 I 1 AND N T TAN AR AN PE I P ~I I I I r ~ + ! + + ¦ - \ , \ , \ \LII i~, ' _ r . \ \ \ \ ~ , ~.1 ~I I I I , 1 1 \ ~ I l 1 \ , \ GDO S D DS D S G I GAT I ~ T~ ~ ~T~~T ~MAI N AT LEAST 18 PEG I E I GAT I ONS PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFF I G GI ROLE (SEE PLAN) .
ill , ~ / , 1 II' r/ / / ! ~ l l r , - - vAv v ~•A 1 v 1 11 1 I , , , 1 1 11A vAr~ / 1 1 1 1 _ --I 45 ' - - \ ill .~\I III ~ I I 1 III / / l , 1 / , ` ~v 11 1 I ~ ~ . A /i; V A A\ ` ,vV 11A \'A 1 11 1 l 1 \ 1 11 V I 1 1 I I 1 1 l + 1 I / I 1a , ' ~ _ , , T• ` ~ ' ' , 1,25 , A v 11 )1 , 11 ` „ I I I I / 1 \ ~ 1 I l 1 I I
I I I 1 1 V 1 / . /-~'1 ~ v Il 1 1 1 1 I 1 1 1 I . ~ I I I 1 ~I ~ ~ - ~v ~llA: r / 111 1- I~r \ ' / A .vv\1111,\VA -I V1 II 11 I~ ~ 1~ A\\..' I I I 1 A 111• I I r / A I 1 1 ~ \ , ~ 1 v v A 1 1 1 1 1 ~ I , , , ~ l 1 I 1 v ~ ~V ~ \ THE WATER MAIN I S LAID I N THE SME TRENCH AS 'THE Sift \ \ L ~ ATTENTION CONTRACTORS WI TH ~ MAIN LOCATED AT ONE SI CE CN A BENCH OP
' VA1 1111 I l l ! I I 1 ~ / / A I II4Mb 11 ~ r ~ r / - / / 1 1 AA~1.11~\IAW II l I~ I l l l I I ~ V 1 ~ 1A r' I I I I ~ V 1, 1 1 I I I~I I IB~~ rl J / RI , 1 r l + / ` A11 I I v ~~,v1 v1 1 1 1 I I I I l l v 1v I I I ~v v I ~ ' ( v UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM 1 ~ ~ 11 ' \ 1 ~ ~T~ MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
4 I ! I , , , , IC! l r ~v 1 , 1 ~1'- ! I ' r ~-I ~ ~ v vv l 1 v~ , v avI I 11 ~ 1 ~ I 1 I ' ' I v v , v , I~l 1 1 1 I I / / 7 V\ ~ V A~ A I I I I y . A V v A 1 1~ 11 1 1, t,, I / . ~ A v 1 1 I\I I~ 1 I UFWI / , - 1\ t: I r I I I A \ V A y tl 1111 A 1, I I I V / ~ ~l A 1 , l i A\ \ V'1 I I I\ ~ l I I vAl 11 rr I , l r / / rl A VA IJ I I , , .1 A I I A V . v A ~^V / ~I 1 j I I I i ~ \ The Cene6rcfian Cor,fncbr respmsble for ne exlenaan d ~ r 1 I I ~ 1 ~ . w11a IIIQ sewer, es approved n nese pens, is resporsible far
~.A Al I I I I I l l 1 . ~ ~ 44V A A , i / ~ I 1 ~ I A'~ \ M ~ 1 V I ~~~a 1 { ~ ~ 1 I I i ~ I ~ 1 l r + , + / ~ ~ \ \ , i I ~ I I ~ ~ 1 I Il ' I I ~ ( , - ~ 1 V, , 1 1 1 ! l/ J I l , _ \ 'V / i ~ - I I I ll \I1 1 III 1 1 I \ I A I A T""'~ ~ r r ~ ~ i \ ~ G ` p,p~,ne Cenr3elEnyinlainy Department atQ,~ D. VERTICAL RELATION OF WATER MAINS TO SEWBtS r...~, ~ • L + \ ~ ' - ~ , ~jQ and he PuW(c Utffitlw DapartmeM a14 et
hll 1 1 1 l ~r l 1 1,! 1 1 1 1 I/ l ~ , `v v v v1 , 111v 1 I I? I I I/ L4`~ 1 III I I I~ 1 1 1 1^ I I I 1 I i V 1 1 ~1 V A I 1 ~II 'I 1 ~I l 1 / I l I / / / v \ ~ I~ I I ~j I t I I 1 1 I 1 1 1 I / 11 i .111. 1 /I l 1 1 l l l 1~ l / r v v \I AA V\ r I I I 13~....-...I4r19 vV , I I 1 I 11: y Illo 1 I ! w 1~ 1 ~ ` A I 1 ~ j i ~ T+~~ «wr ~ ~ , pri ~7~ro any d Cher canatruchon. \ ' leaatlwenroforrrhorae a to C.RO551 N6 A WATER MAI N OVER A 588. Wi13~lEVER I T I5
III 1 1 I I l l III / I / , l , 'M I , , A V Av I / I I t I _ - V 1 I I I I I IlI A ,I 1 I I , 1 1 / \ 1 11 1 A ,r~V~~ A 1 I I I I ~ r+ / , V" R ~ 1~ ~ I~ i I 1 1vA\ I I 11 v / ! y v v 1 1 1 , I r l / l I I v v v 1 v v v11. _ _ v , 1 v 1 1 1 1 I I I I I I 1 v. 1 v, 1 I I!!, 1 / I / I I _ I 1+ 1 1 411 I I I / I ~ ~ ~ - NECl:55/dt~f FOR A WATER MAIN TO GROSS OVER A Sgt, THE WATER I ? ~ • ~ ~ T - r fiUuro m nolty bon Cigr Oeputraellb in advance a bepinnnp MAIN SHALL ~ LAI D AT SUCH AN ELEVATION THAT Tt~ BOTTpi OF \ ~ ~ / \ \ mnatrudon, wit reaul n ne ieallance a moneu liner, and
,l II1 II 11(,1 fl ll/ .r , / r A 1 1 l v I I i~ 1 1 Y1 I I A ~ I ! r 1 l 1 A•. ~ V 1 l 1 1 1 l 1 l l I I ~ \ L• ~ V ` ~ A I ~ 1 l l 1 I l r l l ! + I A 11 V .It 11 vV 1 1 l 11 11 AI IIII I ~ I I I I / \ V A\ ~ ~ lV I ~~1 A v~ - ~ ` ~ ~ ' ` \ \ ~ \ ` require renelallatm a wry wets a sewer fauGYe9 not inspeded THE WATER MAIN 15 AT LEAST I B I NGHES ABOVE TFIE TOP OF TI$ ~ ` _ ~ ~ \ \ ~ ` - - as a reaWl a his nol6clhul hYUre. UNLESS LOGN. LONDI T I CNS OR BARRIERS PREVENT AN 18
1 1 I I II I r r ~ l/ / I I 1 1 ~ ~ 1 1 1 1 1' ~11 I V A V A 1 1 I I 1 111 I 1 1 1 V ` V V I A A y`` ~ 1 11 I/I II1 f ~ I I l l , 7 / I t l I I V A ,~i SCGKJ~IE ~ ~ I I I I I I ) I I II ~ l 1 , / A `A A _ A,~`' _ A A ` - - o ~ ~ ~ I NCN Yi3tTl G1L SEPARkT I ON I N Wit LH CJ~SE 80TH THE rNTBt
1 I I1 + / I , / I / ~ A ( 1 I ID9i1LK' ~ - ~ 5 1 A 111 ~ I I l ~ ` ~ 1 1 I , / I / l f I I' l 1 v I I 11~ 1 1 , A \ ••'1,.-a^- A I I I r , , , , , / , , , , , , \ I , I I , , 123 1 1 I I I II III I I 1 , , , ~ ` , - - / , V - - I II 111111I,r1/ , , / , , A I ( I III , I I I , , 1~3 , , III I I I , I rll~ ' , , A ,1, , - • l I/ 'III / I r l l r / / / / - v I 1 1 ,1 I I I ~ II I I I I~ 1111 ~ I I r V. - _ ~ ~ ~ ~ ~ ~ -ti _ - _ _ _ ~ ~ \ - _ fipuPi W call la 6npecfbn, NIthH a Downatrwm Plug, have FNI N MID 58~Bt SHALL ~ CONSTRUCTED CF FE~OUS MATHtI N.5 ~ ` ~~_1 PermAadPl+mwlheJohNN,,aanyolherVblrWrtaGtyo/ AND WITH JOINTS THAT ARE EGIIIVALENT TO W+ITER MAIN STANDARLTS
r / / / I I I I I I I i I I I I I I I u r r r i r1 / / / \ 1 1• Irr . / , l / / I I { I 1 r III I 1 / I I1 / . / ~ ~ V _ ~ ~ , ~-v ! I ~ I I / , + I / III I \ ` l r I I I I I ~ 1 I II I I I I /1 \ \l4 1{ I9 a, ~y~-~.~_~- _ , _ \ _ \ ~ ReNphShrtrJerdevAllreaWinaFlneurdPonlN.Ereh,abn FOR A DISTANCE ~ 10 FEET ON EACH SIDE CF THE POINT OF \`~"~t.~~ '`L hanluhueworkmneC!>yaflbMrfyh. (,(~~INfi.
!h / I / / ! MHIbV" ~ \ I I I 1 \ I ~ \ I I 1 l ~ / I/ / ! I / / / ~ _ / _ ' , ~ /l r'„ r, ~ c , / I / / / i 1 ` 1 1 III v + I I I ` / •.,~,'\~14MI ~ I 1 1 1 I 1 r) r ~ i`~ - ~ I Irr r Iv r / v i I I ~ ,~~~i , I I v 1 ~ , dII / ~ . V ai ~11•'c`~~ - GROSSING A WATER MAIN UNDER A
/ l r I , r / / 1 \ I I ~ . ~htl I 1 . / I r _ yr - ' - - 2 I fl ~ ~ ^ _ Irr r,'11 V I , / / j X6,3 1 I I 1 V 1 I I + I U I I 1 11~i. 1 , I I 1~~pII _ - Z'""~ l l !III III / / / I , , , I I I I I V A V r ! , ! I I / ~ T I I / I f" I~. - a'~"„~ A l / 1 I I f I , , / ' , / I I , , , , , ; I I 4 I 3 ~ - ~ , , I IMY17 f ~ ~ \ ~ ~ 1 ~ \ NECESSARY FCR A WA WiENEVER IT IS ~ • , ~ ~ ~,,.~~-=,e~__ ATTENTION CONTRACTORS TER MAIN TO GBO55 UNDER A 5881, BOTH
• I l1 r I I / , / r , , , 1 1 I I , A , , I ~ - 1 ~I~ I I? IIII 1 1 - / I, I I + + r ' I I 'III r i i ' / ' / / \ \ I I 1 1 ~ I I I I 1 ~ ~ 11 1 ~ 1 '~.I ~1 1 7"~r.~'~ +J I \ I t I \I - ' -~G~ - f 4 I . 1 I + / / / 1 I 1 I 11~ I I I I I ,i1~111 / / r~ I V1 _ - - ~ THE WATER MAIN MID THE SEJ'ER SHALL BE CONSTRUCTED OF r _ _ ~ ~~i, _ 1_--- FERROUS MATERIALS M~ WITH JOINTS EpJIVAI.ENT TO WATER W11N ' ~ \ ~ ` . ~ _ _ The Cone/uelYon t:ontreebr responsible for sewer pump stations STANDNRD6 FOR A DI STANCE OF I 0 FEET ON EACH SIDE OF THE POINT
/I/ / / + I ~ ,I / / ~ ! / / / ~f~ l v v ~ ^~v t I I 1 I , I 1 { I 1 I ~ 1 ~,~'~''~'~}I I 1 I 1 I~.}L~ I N1......~.i~ ; ~ ~ - -^~1ld1 ~ _ I - = _ andforcomains,asapprwedinlrasapians,isrespantlde fa SELTI~1 OF WATT MAIN PI
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1 / ~ ~ / 1 r ~ / / ' / r + I t \ , ~ r 1 Q / \ \ t , 1\1 111 t I I - _ ~ 1 ~ 1 1 1 r l r r l,, , , / / l 1 I 1 A t A A t i l I I 1 / I v 1 t 1 11 11A, I I~ I I I/, I I SI , _ / ~ 1 A I +r, r , I I A \ 1.I 1 I I , I , 1111v. II 1I I~I , 1 1 ~ r~ ~ v'• _ I I, , I, I , ~ 1 / , I 1 , . I ~ ~ 1 1 v 1, .v`•, I I IIII , ~ , - r 1 , - / _ 9 ~ 1iM.i- 'tea ~1~ ~ - IeaslM•nblourhowepiabDepnmpenyaDlefomsYuolar , 9rai u~ t uus nva 11 " E. VERTICAL RELATION CP SANITARY SBBZ MAINS TO STORM SEWEt
/ 1 I + I + I / r ' + / / / ~ 1 l \ 1~ t 1 1 \ 1.1 / I I J I I I 1 111 Al iII I J I I 1 - / - \ Ir , / , / , / , I I 1 1 ,I I / 12 ~ I • IQ IqI ~~'•t - i"' FaIl1A'ibn°Yyb°nCityOeperWenkinedverasofbepnnnp ~ ! f ~ ~rHt. ~oq~~ - ~ ~ ~ oonaYUCbon, wtl re5u1 n na isauerlca a mortatary Gnee,and WTI A SAN I TARE SEW3t I S GRGLSS I N6 ONER OR UNDER A STORM
/i / r 1 1 / , , / / 1 ~ 1 1 1 V I/ 11 I , v l y v v v ~ I I I I ~1 I I V' I ~ / - I / 1 v I -~M17 lr / l ~+l lr1 l~r! i / ~ / ~ ~ ! / j'~ 1 \ 1 l 1 11 - / I I I I ~ 1 \v 1 1 I IA I I ~ I I I / i ti~ I , , , ~ , , / ~ \ , , , , I A I I l I , I ~ ` 1IAI 1 1 V I I ~ I I + ' I - - ~ l Lrt71i _ / regrwrerenWallalanaalywalerasewertaahleano(inspected A VERTICAL SB'ABATION OF 18 INCHES SNALL BE - _ Z , „ t ~ a9 a ream a Iw noffcatlan failae. MAINTAINED UNLESS BOTH LINES ARE OF A FERROUS MATERIAL.
i 1rl l i r I ~ + i J a / / , / . ~ v vv I ' 1 1 i ` i i `r I' ~ ~ ' ' i i 1 ' 1 i ~ v ` I I 111 I I r i I/ i I - ~ - L ,l~/ r 1 r l / 1 , r / r' / ~ 1 1 I { I I } I 1 t I I ~ ~ ~ ~ 1 11 t~ I JJ A III I 1 I 11 I + / /I I I i i'' ~ _ ~ ~ ~ ~ ~ r ! ~ _ r - ~ ~ r l i , % - failure to oat tr Incper6orr, NsgN a D°rneeeeer PNq, haw F, 6EI16tAL VERTI GAL CLflIRMIGE
/ / / / / / , / , / , - , 1 I ~ 1 / ,'MM60 A 1 .I I 1 u I I / I - / / i / 1, I ~ r / r/ / / 1 I 1 1 I ~ I I l I i , ~j' I~1 A/ A ,I 11 1 I I I I, 1 1 I 1 l ~ \r / r I / t I I I 1 VI I , 1, 1 1 1 1 III I I I 1 I 1 1 ~ \ ~ ~ ~ r i ~ Permitbd Flwe an the Joaeile, a any other VbleUon d Gyof ~ _ . _ _ ~ ~ 4 ~ \ 1~ ~ i li ~ 'r' J fin sandrrd/ twl reaatn a ' Wh@I OTHER UNLBd6R0UND UTILITIES ARE ENGg1NTi~Ep, I ~ I NG~$
/ / / ~ / r ~ r + + ~ t 1 t ~ 1 / I I I ~'a r / ; ~ , , I I 11 III v 1 I I I yy. ~ ' , / r II , l / ~ / m RI ~ a J I vI I I / r! i 1 , I 1 ~ 1 1 I /I I / 1. I i I I ~ \ i I T 1 --r A. ~ ~ / / / / ! / / / , / , r p, S~ I ! I ~r/ / / r I { l` , 1 ^{Ly I 1 / / sl ~ MI170 / _ i (ran tuwm worlr n lA• Old aReleph. ~ ! a 1~\ 11 ' ; !I I\ OF SEPNtATIa{ SHALL BE MAINTAINED,
\ \ it ~ 1 I I / , 11 1 I / ~ 0. I \ +l l I / 7 / / ~ h i~ I il~ ~ I I 1 / I , I I I I 1 1 I / 1 ~f~' \ 'S r ~ \ / / I , / , / T I ~ \ \ Ir• I I , I I I r r ` ~ , rN . i i 1 / I III 1 I , 1 \ \ \ ,I 1 1 I 1 (1 ~ . ~'Gfti1y^_~ / , l r ~ I, r I r I I I r / I r 11 1 / l a~ 1 I \ $a ~ _ \ 1
/ , / , , r ~I I 3~ I I 1, 87 , , r I I I 1 ,\1 , ~ t + \ \ \ , 1 , , I' ' I I I I I ~ , r + I I 1 ~ , / 1 I I I 11 I ~ I/1 \ \ `I 1 , , ~ . I \39 - ~ ~ ~ ~ ~ ~ ~r ~ ~ ~ i ; ~ 6, SEWER SERVICES
I I I I 1 I , I I I . I ~ + 1 I I I \ , ' 1 ~ I I I I/1 I \ \ 1 . , \ I I _ } I I I , I I I , , r , I , I ~c \ 6' cp1U~Te 1 , + I ~ I \ , \ , \ \ 8~ 7 I I I I I / I v r I ! I l i 1 I I I I I! I I ~ A v V A . ~ A v ~ \ - _ u1~~'~ ~ , r c(_ ~ i ~ TYPIGAI. SEist SERVI(,E TO EACH LOT IS TO BE 4' PVC,
I 1 I I I I , I I I I 1 v / , I , r \ , sloaru.K \ I I `I I I , \ \ \ \ ~ ~ \ j`~ ~ 1 'fV I / , I I I ( ~ 11 I I \ , / ! 1 / , I 1 ~ r I I 1/ I I 1 I I I I ~I/~ , \ \ ? \ ~ ` \ \ \ \ ~ ~ ` ~ , _ H• WATBt SERVICE ,.4-~^"'~~~ _\`I ' _ ~ TYPICAI. WATER SERVIf,E TO EAGi LOT IS TO BE 3/4' TAPPER
' / l I I I 1 I I I I \ i ' 1r ~ 1\ ,t11 ~ i \ t \ t I , 1 Iv \ ~ \ \ A. ~ ~ \ 1 ~ "1~~ I 1 \ ~ \ \ \ \ ~ \ \ ~ I 1 I 1 I I 1 1 ~ ' MM I / 11 3~ / / ~ \ , \ ' ( 1 I I• I`-- \ \ \ ~ ~ ~ ~ / ` ~1o G} 14l ~ ~ ~ ~`~clr,l ~ - WITH DUAL CHECK vN.VES ('FORD ANGLE' CMEUC VALVES),
I I t r `a l 1 1 \ ~ \ 1 ` 1 1 e. \ ~ ~ ~ \ \ \ ~ I ! / \ 69 1 1 I I \ I w \ \ \ ~ ~ - _J___42, _ --43--l--__ . ~1 ~~`\`~r.C'=i-~~ I. EXISTING UTILITIES
~ 1,/ ; f ? 1\ 1 1 I\I 6 \ 1 11 , \ ~ , , \ \ 1 A \ 111 . , ~ , , , \ ~ ~ ' I 1, I I , I , ~1 "V'' 1 ~ \ \ \ 1 Nr' ! `-i ~ ` ` 37 I ! ~ T•, is ~i°' ~
I 1 I I I I ' ! 1 + I 1 \ 1 I ~ / / , 1 \ 1 I I 1 1''~.--~ ` + ~ ` \ ,-'1- 1 + I r ! \ 11100 ~ / I I 1 1 I I r% .rte. _ \ , ~ i~ ~ ' ~ CONTRACTOR SHALL VERIFY EXACT LOCATION AND SRADE OF ALL ` EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION,
I I { I 1 + + / r I + I I \ \ ~ / J ' , 1 i 1 II { I I /j/ ^-RR.`~~^ ; \ \ 1 I !~2__L_- ! ~ awftr _ z. r\ J, ALL SANITARY SEW3t LINES ARE 8' UNLESS OTHERWISE NOTED.
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i I i i A I ec v A 1 I r~?'°-, / / 1-- 7tf A ~iI ~ ~ f ~ l \ ~ ~ ~ ~ j ~ ~ \ _ 1. W ADDn10N TO THE ABOVE CURB
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\ \I , \ \ r~ \ •'Ir r r / I WITNIN THE CURB RADIUS. ' W I
' b i ry^A, \ MM11 \ \I~ .01 67
,oo ~ r tr ~l I r Y 70 89 168 D I FFUSE FLOW GALGS.
l - I / (13 LF PER I GF5)
41 -400 it I I I , I0 GFS X 15 LF/GFS
L11 \ l ' r J I ~ e'~cauete r I 1 \ ~r, ~ !l I \ a'cul = 145.00 LF
71 1 84 1, / I / ~ 1 1 I .I OLIb10 / i #2 8.99 GF5 X 13 LF/GFS 99 I , - 9XIw m 117.00 LF
~0 - y 1 d~-' - n m _ c,O" 03 4.53 GF5 X 13 LF/GFS
I 1 ~ r - ~ ED r \ I ~I / 1 I A N! 1 \ ,I 12 14.
92 J 98 = 59.00 LF I Y EXISTING GROUND 414 4, 77 GFS X 13 LF/GFS
14 1 / I /1 / / / I 1 - I, a 95` 96 t7 , ; 1 n PSI TORM 3' 62.00 LF
1 \ I I FH I / 1 1 14' DO \ 1 \ / / 1 i / , -/1. PE # 5 4.58 GF5 X 13 LF/GFS
\ 1
i / ~ \ 60.00 L #b 3.32 CF5 X 13 LF/GFS
RIPRAP 2. 1 ~ - m 44.00 LF ,,.~tNUU~u~L ~ 1 +i #7 b. 74 CF-5 X 13 LF/GFS A~k CA
PAD 5. 88. 00 LF
/ r _ - - LINE DEVICE WITH • #9 4.73 GFS X 13 LF/GF5 GLA55 A V DIAMETER "
- - _ - - RI PRAP 62.00 LF q
/ Sl" - _ ! A r r IIi / / I J l~ ! 11 1 A Av I i I f I / r ~~v A v i - - DIFFUSE FLOW #I0 5.13 GF5 X 13 LF/GF5 056
/ _ / , / , ; ,'1! I ~ I r ! I r r ! \ r / , ~ 11 \ 1 ~ ~ , / I 1 ! •'1'~'~ I ~ 1 DEVICE DETAIL - 67.00 LF
I ! ~ ~ ~ 1 V 11 ~ ~ 11 I 1 II 1 ~ 1 1v v I I i ~ /
nin
REVISED 9/8/02 T" OF ROLE5VILLE COMfENT5
FAMI LT SUBDIVISION SCALE. I' = I Od SINGLE REVISED 10/14/02 ELIMINATE ST:IIN t MILS. PRIEST,CRAVEN ASSOCIATES,INC.
AND GaJWTY REVVIEW
cd-03. dwq V I LLAGE5 OF ROL.E.5V I LLE DATE: JULY 26, 2002 51 TE DEVELOPMENT PLAN NN 3 REVISED 11/15/02 CITY OF RALEI6M COM•ENTS
REVISED 12/1 1/02 Raw cRasslNS (MIDDLETLNI LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS /ENGINEERS OFOF
PROJECT: 2001-019.001 IN INTERESTS, GRENNSBORO , N. C. SPONSORED BY' RHE 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail]
PRE!- I MI NARY ~I~T_RFI.FASFr) F(R (rwr-,TRI 1(T1(MI
I

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50 R. 0. W. CURB ,AND GUTTER DETAILS 6d R, D. W,
II'-b' 15'-6' tl'- '6' d II' b b' I I' -b' 12' -b' 1 T -b' 15' -t7 ' 6' 12' -b' PUBLIC
1° b' 5' 6' S' Sewer Collection/Extension System 5' 6' S' I' I ~ 8 ,
1 e' 7 '(1 b' b' S' I.
I---le~=~-I - •s---•I ~ 1 ~ The Clty Of Raleigh consents to the connection the Cit y's public sewer sptem I ~ ~ i ` ~ ae shown oa this plan, The matsrlal and oonatruoiioa methods used for thb
sa TYPE anr~ sa sTANawn , ~ I /4' /FT I F
9i~__~. - ''~,i ~ ~ ~ - r, curs ~ wTTes ' / / / / ~ , l--' 17ev _ _ Y I ~ ! 1 ; I , ',Ili 1 ' I ' 11 1 i I ~ A '1/ , I,I,~IfI I II I v I i I I 1 1 \ v I , / / - / r _ - / 7:, ~ I /4' /FT I /2' apeceitica ~ conform to the City's Public UtWties Handbooks' standards sad F
' '5~~~ SHE~T$ ?fh, _ -=i+ana - v v ~ ~ I I 1 r , , I I I I 1 + ! / r / / i GAL`S.'" ~ is„~.~. AI', III I ~ I i I I 1 A \ + r'- , / ~ , I I 1 1 1 1 I I I , / / . 51 DEWALK 3d VALLEY G 2~ I -2 ' I -2 ~<<~ City of Raleigh
/ ri r'r r~i r- / 4UJJ2-- ~ + I I + \ ~ `a 1 1 , 1 r r r 1~1 / r ZI v v 11 t 1 1 , t v r' ERE SHOWN ' r~ / , / / , ~ v ~ , . ' 1 1 1 + I v ~ A ~ ` v ~ 1 ` 1 1 ~ I ' t ! A - 8" G. A. B. G. r/ , / r ! / 1 \ , \ \ \ I,` I \ / I~'`L ~-?~~oC t ~1~ __~~i @ I/4' /FT SLOPE SIDEWALK b' BIKE PATH 30' VALLEY Gf G 2 I -2 Public Utilities Department Permit ~ G. A. B. G. WHERE SHOWN WH1~2E SHOWN I OR STANDARD 8' G. A. B. G. 51 DEWALK
@I/4'/FT SLOPE @I/4'/FT SLOPE G f G) WHERE SHONB~I Conatruatioa Approval
r l r r / I I r rl ~ _ I M slmw.u \ \ \I I I I 1!,. ~ 1 \ \ \ ? \ \ \ \ \ - - "1 - PLANTING. T ~~II @ I/4' /FT SLOPE
/ / I , / 1 / f I I 1 C \ ? \ ~ \ \ \ r ~ 5 RIP L~T1L IV..S ~ 6~ , ~ , , , I~ I . \ . \ , . ` _ _ DENT I ~cL II w / ( r I ' I I I !r / I / '1 I I 1 I I I I I ~ I \ \ \ ? \ \ ? ~ _ " _ ( 1`. / f \ _ ~ ~ - I I ~ I I Jul. PLANTING PLANTING RES I DENT I ~L COLLECT STRIP STRIP /1D 5 R P I NG PUBLIC
r III I \ III , .I, ~ ~ TYP I G~t1. PUR~ S I I I I I I ~ I I I I II I \ \ ? ? \ ` III \ i/i.. I G VT ~ I I I 115o I I ? I , . , _ ~ - - . - - r`, REST SEG ^ ~ I ! , I I } \ I e carclere 1 I I I I 1 I I , I \ ? . \ ~ . \ ? \ _ _ _ ` .1114 ~ _ _ ET SECTION TYP I GAL PU$L I G STREET SECT I ON Water Distribution/Extension S t
1\ 1 I `I\ I ~ I 1 I \ ` \ MTN I , !r ~ rl / l 1 I I l 1 ~ ~ \•_r^~'--_-~ I~T HG TO BLl \ ` 135' BG TO 8LJ ~ em
111 I I + + I I \ b I I I 1 I I I 1 \ _ \ \ \ 1 ~y~ /~T ' ' ` ` ' \ 1 \ ~ I \ C~ 1r1 i~ 1 " r ~"i~ L. T, I 1 ` ~ 1~ \ _..z - ? ? - ~ ? ?\..r` 1-- ` ~ ~ • • NOTE • • STANDARD 30' Gf G WI LL BE INSTALLED ALCN6 BEDFORD ao ahCot~ Don ~iQh oonseab to the oonaoctioa the City's public wabr sntsal
PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFFIC GIRDLE (SEE PLAN), P~ ~ ~ ooaatruotioo used fOP this
~ f/ \11 \I \ 1 I ~ Glilllb ` ~w I ~ ~ I I j II II ~ ? ~,II ~ ~ 1 11\ ? \ ` _ ~ II I 1 1 1 I I I \ ~ I 1 I i +I \ 1 i I \ _ \ \ B'LLNGRETE BIKE P~TM. P~ieot shaD conform to the Clt~s Pttblio Utilities Haadt?oob' ~ sP~lf~atloaa.
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REVIS® 11/15/02 LITY OF RALEI6N C0+jENT5 AsSOCIATESINC 3
PROJECT: 2001-019. 1 SPONSORED BY: RNEIN INTERESTS, GRENNSBORO , N. G. 00 REVISED 12/11/02 RLND CRD551 N6 I MI LAND USE CONSULTANTS PLANNERS! LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email Priest(',[e-mail] 2`
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PUBLIC 60' R. 0. W,
50' R. 0. W. Sewer Collection/Extension System
TAI L5 ~I 1 1 AND GUTTER DE .I I I CURB - II ~ II 12',L' IP-I,' I~-t! I1~-5r I I' -V' '
I I ~ I~ _V I' 8' b' b' 5' I' The City Oi Raleigh consents to tlu connection the Cit7~s public sewer system
.a..l'!R. I' 5' ' b' S, 6, 5• T ~ r~ , 5 6' 5 I ~1 . ~ Prc~ ~ c ~ ~m to the City's Publio Utllitiee~Handboo~stanedards and
In • n' 7 1, / ti' specifications. I/4'/FT I/~'
1 b• / , I-----,e~---I---+a-'•a 14' FT I FT I FT ~ / ~ ~ r R ( City of Raleigh at Permit ~
/ / 70 VALLEY TYPE GUTTER 70r 9TANA~pO ~ U Public UtWtiee Depnrtme F/((1 1' I -2
_ _ CUtB 1 dliT6t , 30'VALLEY LtG SIDEWALK 8' BIKE PATH Constsuctioa Approval
_ / 11'.00---~,~. ~ . I` . 1 ! r 1 , 1 1 I I , I , r l ! ! r ! / ~ _ - _„'1_-' 17ar _ ~ ~ v V ` `I ~ r ' ! ~ 1 I 1 , I ~ I I I ' II 11 1 V vv I ~ 1 / - r' / r ' 51 DEWALK 30' VALLEY GE6 1 ~ I r l r I I i I 1 I r ~ r / S I pEWALK SHOI.p,I I OR STANDARD 8 G. A. B. G. WHERE SH0~8J GEG) @ I /4' /FT SLOPE
/ / ~ s~~'r$;~ - - ~ V1v', ` ; I I ~ I ~ I I I I , ; I I , I ` v V 1 1 / , , / - H 8' G. A. B. G. S~ / - --LS~lIl6_ ~ sC \y , . I I I ' I I ' I I 1 1 \ 1 1'1 1 / i / / WHERE 5 OWN C / A • .v\~ \ V I , 1 I I I ~ I I 1 1 ~ \ \V , 1 1 , l 1 1• 1 , • ! _ - ' I 4' ~ SLGPL ~.G. WHERE SHOWN @I/4'/FT SLOPE @I/4'/FT SLOPE PLANTING PUBLIC
/ rl ~~g~~}// / Su~ri•- ~ V ` VA-, 1 I I 1 t 1 v 1 1 I , A _ - [ @ ~ l r ~ LI - v v t 1 1 1 I 1, v v v 1 ti /f , , _ 15~ ~ ~.1 ~ I I I , 1 , I 1 11 I I 1 1 ~.PBM -ASSQG_t ~TE~~--~- , , , , 1 1 , ~ aa~~ ~
~ 1, r f~'+~'~ /r 1 ! i / - --I v ~ 1 1 `i 1\ ~ vy ` ` ~ v ` Av ? vv A `v v 1 1 I!I ~ PLM1T1N6 l l / / / 1 I 1 I ' ~ 1 1 1 , \ , \ \ \ ? \ , \ ( _ S i DENT I I r.. 1 , , / , - \ \ , _ ~~q~~~{~ _ _ LOCAL RE 1L STRI p I NG PLANTING RES I DENT I ~1. COLLECTOR STRIP Water Distribution/Extension System STRIP
/ l l / / l I III I r! E \ \ 11 t 1 t \ ~ \ \ \ ? \ \ ` - -_~__-YLJ-~- ~`3~~'": \ - STRIP t , , I I 1 I , \ , \ _ _ _ _ - - t T SECT 101' SECTION TYPICAL PUBLIC STREET SECTION l 35' BG TO BGI The City Of Raleigh consents to the connection the City a public water system
~ ~ , _ , , \ ` \ . \ . , - _ P I GAL PURL / I ~/7T'1 1 ! / ! '1 \ 1 1 I I I I I ? ~^ti ,1 , \ , _ \ ? _ _ 11 IJ 1 + I I I I 1 / 1 / t I I I 1 ~ , V ~ . A ? . V ` - _ R lil v ` - ~ 2T ~ TO 1 l , I I I I I A t 1 I I l l I~ ,.111 1 - ` V v? v~? ~ ?.IIU4 ` ae shown on this plan. The material and conetruotion methods used for this
~ I , ~ I I Ir I 1 1 ! j I \I 5o I I I I ~ I ~ I I ~ '~I 1 ? ~ / ? \`r _ _ _ \ e~ carasre 1 ~ ~ \ - ? - NOTE STANDARD 30' GEG WILL BE INSTALLED ALONG BEDFORD project shall conform to the Cit}~s Public Utilities Hnadbooloa' standards sad
II\\1 I 1 I II t II I \ \ \ PATH I 1 I 1 1! / I 1 I ~ t 1 - \ ? \`\1,/\ ? ''\,r / ~ ~ ~ ~ PLACE FiZOM THE ENTRANCE THROUGH THE SECOND TRAFF I G GI RLJ.E (SEE PLAN) . apecificntiona City of Raleigh nt Permit ~
IViI 11 I, ; I I I \ \ ~1 I I I 1 I 11 I I 1 \ ` --_~`.._..-__---^~~~~--~~~a`~ --.\`..i^~\\\~\ ~ 1 1 1 y ~ I \ 1.1.1 I ~I I 7 1 ? - ~ ~ _ - _ \ ~ _ ? \ ? 2. Public Utilities Departure
11 I \ \ I I °-r.. 1 IA I I / \ \ _ ,\i~~ _ LEG 71' R. 0. W. _LEr GEG Construction Approval
~ I \ 1~ 71 I \ '_'Z I ~T I \ ~ r/ ~ I ~ - 0 f.QrGRETE BIKE PATH. ~O'VM.LEY \II , \ 1 1 1 1 I GI1116 +~..-„mot- NM 2 I 1 1 1 ~ ~I~. / ~1 \ \ \ \1 - BIKE PATH FIiA15UEDIVI510N (OR STANDARD \ I 1 l 1 I 1 I \ ~ I 1 l l 11/ \ ~ 'I \ ~ ` - _ \ \ ~ ENTRANCE THRCUGII TRAFFIC iTANDARD 15' -0' 20' -b' 18' -d ' 6' 15' -d
1 I PI 1 1 1 I I I ~ ~ \ \ \ nLl I 1 1 I 1 \ " "~~'r"'1 \ ` \ - ' ~ \,/:1 ? , GICL! AL.R16 REDFOf~ PLACE sNALL E G) I. b' ~ b' b' 5' 3.5' ~tl Date N~TEJ
\II l 1 1 I I I ? \ ~ II I I l I I 1 ~ _ _`r._- /~~~~-r~~,µ~\? \ ` ./r~\~ BE 4'TMICK~BIKE PAIN ALONG I I 1 \ I ~ _ /l - NN.L BE b~ THICK 1 t I I ~ 111 4~_ I ~ii \ , =1•, 1\` - VIR$INIAYNTERORS , '1 l;\ 1 I I \ ~ 1 ~ 1 ~ `1' I \ 1 ~1~ 1\'~~` r' \\1 ` /i"' -_..~II
I 1 • \ \ ~ ~ I 1 \ ~ .''l / ' / P ANT I N6 _ L p 1 1 \ ~ ~ ~ _ -
\ \ / ` 11 ~ 1 1 - , ~ , / i,~ i-' SEE TYPI C/IL STREET STR~ P \ t \ / i r 15-I I , \ \ l I , \ / ~-f - ~ ` ~ ~ ' / -Jl I 1 ; , , / , , SEGTI ONS THIS SHEET ~sv.v 11 I r~~~~/ I / I / ? ~ V vv v ` ~ ~ r - V ~i t 1 I' y / ! r' / . ~ / I/4 /FT I ~ l A. K,GORIIWI~ANAPPROVED ERGSION LONTROL PLMITED IN ~ /
II~ X11 / .r ; / / S , • ' , 1 , , /,1, , , BI ICE Fl(U B, ALL STREET GONSTid1GTl ON MID IMTERI ALS TO BE I N STRI LT AGG WITH TOWI OF.ROLESVILLE STANDARDS. ALL UTILITIES TO BE
11 1 .IIII V / r' r ~~~I! I , / / ! ~ / , / / J! , / r / 1 1 1 ! 1 ! I / 1~7/~r~,,p~~II / r t.. / \ liNl I r / ~ 'J1+ \a / / / / / r ,y 11 1 1 Ifl/ 1 / f IbtTYry ""^"J- - . \ \ I / i^... ~r._ l ~`,1 ~ I , ' ~ \.`±c-_~, / / / ! / , / / , f~
1 1 ~ 1 ~ ~ Ilr ~ ` \ I r / \ \ 1~' ~ 1 / / / ~ \`-l:- - / / ! ! , / , ~T/ 11 L I I \ , / PATH Pl ~ 1 IIII II 1~ L~ / r ~ \ \ / / \ ` \~.~?.I ~ 4 r //'.-..i ~.,1 7-'~.i ! / I I , 8' BIKE PATH 3C! VALLEY GEG 1 I-~ SIDEWALK D~16N®~ (,pNSTRUGTED TO CITY LF RALEIGH STANDARDS, WHERE SHOWN l OR STANDARD B' G. A. B. L. WHERE SHORN LEG) @ I la' I FT SLOPE G. HORIZONTAL RELATION OF WATER MAINS TO 58~tS
1111 i, , , , , , , 'r5 - i ~ \ 1 ' / \ ~ 1 - t, 1 1 _ . ~ ~c,.__. , ! , I I , , 1 , , ~ I \ 9 11 ~ I I ! / / / A ` 1 ' ~ , AV l 1 I ~ ! I / ' r ? 1 i l ~ I I / , 1 II ! 1117 14 1 j ! r / I . \ `l, l I ~~2V'. i / / \ \ III I I \ ! 1 , - 1~? \ I . / ~ I I @I/4'/FT SLOPE
,11 1 I r ! A 17 r I / ' ? ~ / , ` f'.2,j / _1_- \ ~ \\1 , 1 1 u 111 I -..L.,? I / I / / ~ I TARP SEWER 1 \ \ , ~ . r I 1 . ~ I . ~ \ \ \ I 1 , . \ \ ' / i' nl ~ \ \ I I / r I 1 1 1 ! l l ALL CONSTRUCT I ON Ol^ SAN ARY SEWER AND PLANTING LATERAL SEPARATION OF 58~t5 AND WATER MAINS. WATER MAINS
1 1 ~ ! r' , / / , I / , , , . 1 I 1 , / r / NOTES: ~ a 1 ? 1 , r / ( - ~ ~ \ 1 / / , ? \ \ I .ONIZEi Iq .t 1 I 1 I 1 / / II • I / / / / / 1 1 y I I 1 / _ _ _ - - / , , 7'. \ 1 / , ~ n' 'III I 1 ' 11 I I 1 / I NE TO BE I N ACCORDANCE WITH t1~ I , / ,-r==,-'-=-'- - - 141 / ~ r - ~ \ , ~ tilt \ 11 , I I , I I ! \,1 . -4,. \ I r / / WATERL IANGE WITH G I TY PLANTING RES I PENT I AL COLLECTOR STRIP SHALL BE LAI D AT LEAST 10 FEET LAT~N~.Y FROM Ex1571N6 OB STRIP A Ip~p 6~~7~/tL' US~~T I p -f ~DNTNi~ ~ I ERS PREVBrT
1 ' , \ ''1 \ rat I 1(V I r l I l l/ / i //~+~V A ~ 1 1 X41 l l I ` ~ ' ~ 1 ~ 1 111 111 I I f , I \ 1 1 1 1 1 I / III 7 .I-'' c~ I, ~ ~ / , \ \ ~ ~ 1 I I I \ \ ~ ~ . I I 1 ~ ! / RALE 16H STANDARDS AND SPED I E I GA (1 . ~ \ 1 \ .I / \ ` (,111 i r' \ \ h 1 1 I I I I / ? I I r vl 1 1 i' / r ti ~v 1 / ~ 1 ~ i v v~ t~ 1 1 1 I I I I v v 1 I I I I / I SPED I E I CAT I ONS TYP I GAL PUBL I G STREET SECTION
11 / , , / r - I V t l l l ' / A ' ~ ' I ~ ~ \v ` v 1 1 \ ~ I ~ I I I I / ~ l I I I I I - 1 1 1~ l/ r / r' r' `v V , 1 Il l l 1 I I 1 1 1 1 f 1 ' / l~l J1/ i v 1 t 41r'~ 1 ~ I AND STORM DRAI ANGE t 41' BG TO PLI I • ~A~~ ~ ICI ~q~ ~ ~ ~ MAI1 NEAT LEAST 18
II )II. . / / , , 1 / l ~ v ~ r. r l / JI ~ ~ , - ? ~ ` ~ 1111 ' 1 I I I 1 I I r I / , v 1 1 I I I I TRUGT I ON OD ROADS AND STOR I 1, 1 ! , - ~ ~ , . ~ J ~ ~ , ~ / A 1 , , I , , I I , AI 1 III I ?wp ' , 1 I I 1 1 1 1 ALL DONS I V r ; ulllo, v v ~ l' b / . , / v v 1, v~ 1. I I 1 1 1 / V \v 1 1 1 , 1 TOWN OF ROLESVI LLE NOTE STANDARD 30' GE6 WILL BE INSTALLED ALONG BEDFORD ~ INCHES /,BpVE THE TOP OF THE SEWER; CR
v . , / / , ~ / _ ~ wlns 1 1 ~'I J . ~ , ~ / - . v ~\v v v .1 w l I. 1 I I 1 `v v`v 1 1 1 1 A I TO BE I N ACCORDANCE WITH TOWN OF R , I t' 1 , l I I I , - _ l I , ~ ~ , ~ X118 , , \ , , \ , , I. , I ; ~ \ 1 I 1 \ \\1 I I / / ~ / , r :~,t~lne~ _ - , 1 , r =<I , . / I 1 1, 1 I I I I I ,C"~ 1 \ 1 I PEG I P I GAT / I r,~/ - / , l I ~ ~ 1 , • I ~ , v v v , v~ vv t 1' Iv1 ~ I ; I ~ / v yv 1 `I v .111 ' vI 'v \ 1 ' AND NGDOT STANDARDS AND S iPEC I ~ I GAT I ONS PLACE FROM THE ENTRANCE THROUGH THE SECOND TRAFFI G GI RGLE (SEE PLAW • ~ THE MAIN I S LAID I N THE SAME TRBrCH AS TFE SB$t
III 1. /j / J J r r _ v v v 1 1.11 Yy:r' -y,~ ~ A i , 1v v Al 1 ~v v\ v11 t 1 I t 1 I / A I I V I t 1 1 1 1 A I I I I ! l l r v v v 1v v I 17 i ` r , v v v 1 I ~v 1~ 1 1 1 I I 1\ 1 1 1 I 1 rl 1 r 1 ,1 r ? - A \ I I 1 1 ~ I 11 ~ V / 1 1 1 1 IIII , / r 1 I / / 1 a/ ' r'~~0~~- I _ (45\ \ 1 11 !1 _ - ~ j'~ d ,~.\~11\ I I 1 I I I ~ 1 , , I I 1 \ l~ / I 1 1 I I WITH THE WATER MAIN LOCATED AT ONE SIDE LN A BENCH CP \ ~ ~ 'I U; ~ ATTENTION CONTRACTORS UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOROM
ll / / r / l l r~ t / ? v 1 1 ~ - ` / AAA\ vv1 1 1a1 11 I l l ~ \ 1 I f I , 1 1 1 1 I l 1 1 1 ' i--~^'\ rte...... 1 I t ? r ` I It1 1 1 l1 1 1 I I! 1~ \ 1 I 1 1 1 1 ~ \ \ - ` '111; 1 ! ! , ~ \ \ 11, I ! 1/\ \ 4 , ~ , OF THE WATHt MAIN AT LEAST 18 INCHES ABOVE THE TOP OF ` ~ ~ I THE 58~.
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REVISED 9/8/02 T" GF Ra-MVILLE CO+ENTS
REVISED 10/14/02 ELIMINATE STWErY t MILS. PRIEST,CRAVEN f~ AsSOCIATES,INC. ~A/~
S 1 NGI.E EAM I LY SUBDIVISION SCALE: Is =100 MID COUNTY REVIEW
i REVISED I u15/02 CITY OF R&E16M CMI&TS LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS wmi~N 1,
cd-03. dwq V I LLAC~E%5 OF ROLE5V I LLE DATE: JULY 26, 2002 51 TE DEVELOPMENT PLAN REVI S~ I y I 1 /02 R0AD CV4551 N6 f MI DDLETONI 2 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone] . Fax [phone] . Email PriestC,[e-mail] ~
PREL I MI NARY NOT-R.F1,.FASFr F G1 1 ~ RIJ~? ! '
PROJECT: 2001-019.001 SPONSORED BY: RHEIN INTERESTS, GRENNSBORO , N. G.

TI ON LEVEL SPREADERS DATE : 3/24/03 SEE PLAN FOR LOCATION t LENGTH rIMBER DETEN
TEN YEAR DESIGN STORM FILE NAhE : TIMBER.123
-~I-_ _ - ~ _ - _ ~ ~ ` A~ \ V 1 _ I PRESSURE-TREP `.SSURE-TREATED TIMBER BULKHEAD SURFACE SURFACE AVERAGE VOLUME VOLUME QI O NEI R DEPTH TOP
- ~ ~ i ~-~-~Q~.. - -=~~...:=~~~;,111`11'll~'11 1 I 1 1 11 I ~ , / / , ! - _ ' '_=-------.vvv,,11 1111111 I I I I I I / , , ~ bxb TIMBERS TIMBERS - TOP OF WALL - SEE DETENTION LEN6TH AREA AREA DEPTH STORAGE STORAGE LENGTH ELEV. OF PLAN FOR ELEVATION LEVfL REQUIRED PROVIDED REQUIRED PROVIDED
,~-~t- - - - - - sv._ v ~ 1 I I 1 III 1 I I I I 1 i , ' / ~ / / r r r I / V" i' c`- ~ - >~=c I I I I I I I I 1 l 1 1 I r i' ~ / i i / ! / / - SPREADER LF SF SF FT GF CF GFS LF FT FT
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I\ I I I I I I I , \ \ I , I r I I / ~ I I I 1 1 1 II 1 ~ ~ y`~~------ - - - \ _ GROUND PROFILE BELOW GRADE
1 I I I I a' I 1 \ 1 I 1 1 I I 1 ~ C. .?i . - ~ ~ \ ~ ~ ~ - ~ \ I 11, I , 1 1 I I ~LICIS ~ -_~__I_ I I I 1 . _ : ~ _ . ~ T 8 73 287 422 1.5 26 633 3.3 73 0.06 316 LEVEL S~RE~DER R DETENTION T I MBE
Jl I \ \ ; 1 III \ I - ~ \ ~ - ~ (AKA DENN I S - PRIEST MEMORIAL TIMBER DETENTION LEVEL SPREADER} q I I o 551 827 1.5 50 1240 b. 7 110 0.07 315 ~ pENN I S G.
NO SCALE 10 61 316 699 I 29 699 4.5 67 0.07 370.5
` 11 PI 1 1 1 1 l , I ~ \ I I I I I 1 _ ` - ~ No. 57 N0.57
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vI l / I I ~ ~ r, / ~ ' V 1 I 1 v v I I q I rya ~ t 1 1 1 ! - v v A v v . V v v v I 1 1 1 1 v 1 A 11 v 1 '1 I 1 v 1 DETAIL WA5 CANSTRUGTED POR EAGf 1, , , / l ! , , v ~ I / l , ~ . , , v ~ ~ ~ v 1 I ~ 1 I 1 I , v , I I 1 1 v 1 ,IIII , ! , , t~ r- - \ , 1. , 1pM•'~!~~ \ 1 I I ~ / ! _ , A AVI I (U~i' . / , - A v A , ~ ~ III A 1 I I , 1~ 1 l \AI~V / 1 , A 1 11 TED FOR EACH DETENTION PRESSURE-TREATED
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/ / / ~ / / / I ! ~ ! \ ~ ~ ~ - 1 1 . ~ I I I 1 ~ R' I ! I I ~I/ r I , ~ / I ( I I I I VI 1 V t l 1 1 Al ..1I 1\ ~ ~ , / / ~ ~ ~ I , ~ pRAINAGE AREAS
l/ i I I r ) ~ V I ! ! I ~ I I I~ ~ ~ I I I I I 1 V 1 \ ~ _ QQ I / , I I ~ ! / 1 , ~~AI l 1~ ~ 1 1 , ~ , , , ~ 1 v79 / / I I I ! I~ I ~ I I _ v. v ~ 7/ll~lr/ , I I I I I A 11~ I I ~ I, ` ~ I~ I I I I I II 1IV1V A•~ 36 , _ ~ ~ ~ ~ ~',1, ~ ~ ; / ~ TIMBER DENTENT I ON LEVEL SPREADER # 1107, , 58 SF ~ ,~9 ~ cars ~ . . ~ , <r_ l 38 - ` ~ , TIMBER DENTENTION LEVEL SPREADER #2 = 91, 040 SF
I ! , I , ~ I I + V V ~ , , , . ~ ; ~ it l l I ~ I I ~ I I I I l I I , , 1 ' ~ ; I I I~ I I/ I I I \ A A \V A \ _ I I I I I I v / ~ , I I 1 /l\ ! ! ~ I . I I q I I V A ~ ~ . A . A V A A - ,e , - 162 sF 40 , ~ ~ TI MBI:R DENTENTI ON LEVEL SPREADER #3 - 63,
I I I I 1 1 1 I I I{ I I I I ~ , I I I- l I 1! , \ ~ . \ ~ I'`'. 1 A ~ I I I V I A V A 1 1 1 1 I { ! I I 1 / I ~ I l/ 1 ~ I I I I V A ~ A / / I I 1 1 I ~ II l I A ~ / ! / ~ / / \ I 1 Ill I I ~ / ~ 1 A A ~~~y ~ 1 ~ r J-., r ~ ~ ,T , z VEL Jt REr,D" ~t -41-' , ~ ~ 4. - ~ TI MBEiZ DENT~IV r r ON Lw.
I I 1 ~ 1 l / A ~ ~ ,~I ~ A ~ 1 1 1 v ~ \ ~ V `j V i I I I 1 1 v v - ~ v~ ~ ~ A `I 11 1111 V vv v~~ ~ v ~ ~ Y~~ r r--~ . ~ - TIMBER DENTENTI ON LEVEL SPREADER #5 81,021 SF
4 1 ~ 1 ~ . ~ 1 I ~ A \ v ? ~ ~ I ` ~ ~ A ~ A / I I 1 1 r ~ 1 1 1 1 1 ~ ~,A r I ! ~ l A i \ 1 1 ` ~ I Il ~I III ~ v. Vv`II v A . , - ~ V - ~y / ~ r - - - ~ ~ ~ ~ _ - - ~ ~ TIMBER DENTENT I ON LEVEL SPREADER #6 = 43, 560 SF y ~ ' ~ ~ _ ~ 204 SF
I I I I 1 1 1 1 I 1 ~1 ~ I AI / . A l 1 1 f 1 ~ V 1 1 I ~A~ ~1 ~ e~ ~ A.~~~ v ` V Glw \V A ~ ~ ?-•.,r-~~,. , a. ^ , , ~ TIMBER DENTENT I ON LEVEL SPREADER # 7 39, r _ _44 ~ 37 ( , ' - _ f._ _ _ _ _ r _~y r er • ~ - - ~ ~ `J TIMBER DENTENT I ON LEVEL SPREADER # 8 = 26, 136 SF
I 1 I / / I I 1 I 1 ~ A ~ 1 1 ~ ~ d1~/ I I ~ 1 ` v ~ ~ V A 1 1 !l/~ 1 A AA _ ~ A \ ( / I I I I ~ 1 I i ~ - ( I I I / I f I v A I 1 I 1 /5/ ~ / / I V v I I I I ~l' ~ ~ ~ ` I / ~ ~ ~ 1 I 45 ~ r.~ yw z~ r ~.r
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/ I T- \ \ ~ I / , / Ir / - I ~ 1 111 I t 1 ` 1 I ~ ' ~ _ r _ u~re 4 195 SF 1,• ~ #7~~- --4P~__ , ~ ~ TIMBER DENTENTION LEVEL SPREADER #I I 28, I r _ \
I 1 I 11 I ~ i i ' / / / ~ vv vv ` ~v ~ / J ~ v~7 I 1 V v 1 I l~ 11 I ! / _~y ~ ~v 1 ~i ` vv 1 l I 1 ' ~ ~ ' ~ R DENTENT I ON LEVEL SPREADER # 12= 257, 875 SF i r , 'r - _ _ _ 'T, ~ T I MBE
.1'' I / 1 ~ / I,9/V ~ 1 1 1 I 1 \ ~ \ I I l / ~ I/ r- 1 t / / I'~, / -v I 1 III 11 I 11 ~ ~1~ ~ 11 ~ v v• t ~ 1 1 I I ' ~ ~--~1 ~ - ~ \ ~ NTENTION LEVEL SPREADER # 13= 339, 332 SF ~ ~ I ~ y , , ~ ~ ~ TIMBER DE
l r l f / i / / V' v / ~ l 1 A ~ 1 h 1 Ir ( r ~ v~ 1 111 v~. 1 1 I I I I ~ / / / / / / ~I ~ A A I ` / \ / ! 1 ! i V I 1 / ! 11 V~ 1 I I / I / / ~'V" \ i A ~ _ A J 1 1 a- ~DFORD PLACE - ~ _ ~ R # 14= 32 670 SF ~ I r , ~ i - _ - - _ _ - _ ~ ~ T t MBER DENTENT I ON LEVEL SPREADE
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3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail]
NNSBORO , STORMHATER MANAGEME N. C. PROJECT: 2001-0001 Y: RHEIN INTERES , NOT-RELEASED FOR CONSTRUCTION PRELIMINARY
Els v I LLAGES OF nmv^LESV I LLE DATE: JULY 26, TS GRE PONSORED B

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VILLAGES OF ROLESVILLE DATE: JULY 26, 2002 FXKET WETLAN ¦ 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail]
SPONSORED BY: RHEIN INTERE5T5, 6RENN53ORO , N.G. PRO.EGT: 2001-0Iq.001 RELEA5ED FOR GON5TRUGTION

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TEN TEAR DESIGN STORM FILE NAME : TIMBER.123
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l 1 A I 1 , V1 , , I l 1 I 1 , 1 1 1 1 / , .j~- 31 Y I/ l r l , 1 ~ I 1 I ~ I I~ ~ I l~ / 1 v 1 1 a 1 / I l I/ , y1 r r I I 1 1 / I r l l r'~ ? ' r I r' 1 ~ % _ _ PLACE ~ ~ \ ~ - I N # 13= 339 332 SF ~ a~ ~ i _ - _ - ~ BAS ,
j l/ / I r ! I / A I II 1 ~ 1 / f I/ l 1 I 1 ! ~ I I I I I / l / ~~`?~`V1 AV A 1 1 r lr'~ l! I I 1 1 ~ v v ! / 1 1 1 l I I~~ ! ! / ! I I I Iql 1'~ .v~ v v , I .11 1~ I l / / 1 / r I l v v , J f 1 I v 1 1 / / ! I ` I I I ( 11 1 J / ~ B.pV ~ V ~1v ` ` ` 11 AI t I i 3~ ~ 1' 6d - ~ ~ - BASIN # 14= 32 670 SF
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_ I '~9 I ~ ~ ~ r ~ ~ ~ \ ~ - ~ , . ~ ` ~ I ~ (I 3 LF PER I GFS) ~ v I ~ r ~ /
I l r i. / \ 1 ` / ' s' / 1 1 1 ~ 1 I ! I / ~ ~ azaax_ -,..`~'i~.. "i ~ = -1 / i / ~ / I I ! / r y aoa ~A. - , / I V / ~ / I / 1 1 V A , / r ~ 110 _ ~ v,
, _ ~ - ; # I I I . I 0 GFS X 13 LF/GFS cn~ - - ~ ~ , ~ ~ /
' 'r / \ ' \ ' / I \ r ' - / r' / ~ 8~ Q-\ .GII~b ~ ~ ~ 145.00 LF - : , , " ~ / t ; ~ ~ ~ #2 8.99 GFS X 13 LF/GFS
r /1 1 ' ' 1 I I I I ij 1 Y I y ' 1 1 l ~ \T \ I r, _ - _ `I ~7\ 8~. IIAO _ - - -r 1 117.00 LF
- I I , f r i ~ 1 v v v 1 v i r/ l / ~ , \ I ~h pe I I I 1 , \ ` ICIi20 \ \ / T / • ' ~ r l / I I l 1 ~~~88 , `89 ' , ~ ~ ~ #3 4.53 GFS X 13 LF/GFS
_ I I / i l 1114 \ \ / / r ~ ~ r , ~ r ~ ~ 1 It i , \ l ~ ~ . ~ i,• ~ ~ / t 9'8 , = 59.00 LF
~ / r ~ ~ ll / A \ I ~ 9 X~ i ~ ~ EXISTING GRQUND ~ #4 4, 77 GFS X 13 LF/GFS
\ 4 9b \ _,-y, , ' 7 ~ I ~ ST 3' 62.00 LF ~ ,95 ~ , oRrl
. - n ~ Is~1a k ~',~-r p , ~ ~ `t ~ PIPE #5 4.58 GFS X 13 LF/GFS
% ` ~ ~ ~ , \ - - ~ ~ / 60.00 LF
\ ~ l 1 c I ~ 1 - - t ~ #7 b. 74 GFS X 13 LF/GFS ~quuny~~
I A ~ l' /r / r' ,r I I 1 I I I I ~ ~V A V A 1 ~ / ' ~ ~ l , ~ r' ( ~ ~ A \V , t , ' ` \ 2~ I _ 88.00 LF ~A ~~0i ` _f , ~ RI PRAP 12' ?A'~~ RQ/
~ ~ . l / / /.J ~ A I ~ I ~ I I I/v ~ ~ , ~ ? r .1 ~ ~ 1 r ( 1 ~ / ~ rr -'--1---~ ~ _ - ~ _ 1'f+.._ ~ n14SIPAT(A2 nn ~ -ra ~cc v :s : c/~S r~l~.n~"~°~,.`~A.~/.
PAD 3 +I' iF`7 't. !7 %.f J 17 LI / VI J ~VY `y
LINE DEVICE WITH = 62.00 LF 0 CLA55 A 3' DIAMETER 10 5.. I GFS X 13 LF GFS
f RI PRAP 4 67.00 LF -
71 DIFFUSE FLOW
DEVICE DETAIL .,y cINE
F. ~++?fell
SINGLE FAMILY SUBDIVISION SCALE: I =IOU REVIS® 3/24/03 DWQ RENIE41
cd-03. V I LLAGES OF ROLESV I LLE DATE: JULY 26, 2002 5TORMHATER MAN A Ca"EME PRIEST,CRAvEN & AsSOCIATES,INC. OF
3IEMENT PLAN
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