HomeMy WebLinkAboutCouncil Actions 03-18-13 TRINKLE
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ROANOKE CITY COUNCIL
REGULAR SESSION
MARCH 18, 2013
2:00 P.M.
CITY COUNCIL CHAMBER
AGENDA
1 . Call to Order--Roll Call. All Present.
The Invocation was delivered by Mayor David A. Bowers.
The Pledge of Allegiance to the Flag of the United States of America was led
by Mayor Bowers.
Welcome. Mayor Bowers.
Recognized March birthdays—Council Member Lea(March 13),Council
Member Price (March 26), Council Member Trinkle (March 28), and Council
Member Bestpitch (March 31).
Congratulated the City Clerk on the newest member of her family —
Deonna Miranda Lynn Wood born on March 16, 2013.
Commented on the success of the St. Patrick's Day Parade and
celebration on March 16, 2013.
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NOTICE:
Today's Council meeting will be televised live and replayed on RVTV Channel 3 on
Thursday, March 21 at 7:00 p.m., and Saturday, March 23 at 4:00 p.m. Council
meetings are offered with closed captioning for the hearing impaired.
ANNOUNCEMENTS:
THE PUBLIC IS ADVISED THAT MEMBERS OF COUNCIL RECEIVE THE CITY
COUNCIL AGENDA AND RELATED COMMUNICATIONS, REPORTS,
ORDINANCES AND RESOLUTIONS, ETC., ON THE THURSDAY PRIOR TO THE
COUNCIL MEETING TO PROVIDE SUFFICIENT TIME FOR REVIEW OF
INFORMATION.
THE CITY CLERK'S OFFICE PROVIDES THE MAJORITY OF THE CITY
COUNCIL AGENDA ON THE INTERNET FOR VIEWING AND RESEARCH
PURPOSES. TO ACCESS AGENDA MATERIAL, GO TO THE CITY'S
HOMEPAGE AT WWW.ROANOKEVA.GOV, CLICK ON THE GOVERNMENT
ICON.
NOTICE OF INTENT TO COMPLY WITH THE AMERICANS WITH DISABILITIES
ACT. SPECIAL ASSISTANCE IS AVAILABLE FOR DISABLED PERSONS
ADDRESSING CITY COUNCIL. EFFORTS WILL BE MADE TO PROVIDE
ADAPTATIONS OR ACCOMMODATIONS BASED ON INDIVIDUAL NEEDS OF
QUALIFIED INDIVIDUALS WITH DISABILITIES,PROVIDED THAT REASONABLE
ADVANCE NOTIFICATION HAS BEEN RECEIVED BY THE CITY CLERK'S
OFFICE.
PERSONS WISHING TO ADDRESS COUNCIL WILL BE REQUIRED TO
CONTACT THE CITY CLERK'S OFFICE PRIOR TO THE MONDAY COUNCIL
MEETING, OR REGISTER WITH THE STAFF ASSISTANT AT THE ENTRANCE
TO THE COUNCIL CHAMBER PRIOR TO COMMENCEMENT OF THE COUNCIL
MEETING. ONCE THE COUNCIL MEETING HAS CONVENED,THERE WILL BE
NO FURTHER REGISTRATION OF SPEAKERS, EXCEPT FOR PUBLIC
HEARING MATTERS. ON THE SAME AGENDA ITEM, ONE TO FOUR
SPEAKERS WILL BE ALLOTTED FIVE MINUTES EACH; HOWEVER, IF THERE
ARE MORE THAN FOUR SPEAKERS, EACH SPEAKER WILL BE ALLOTTED
THREE MINUTES.
ANY PERSON WHO IS INTERESTED IN SERVING ON A CITY COUNCIL
APPOINTED AUTHORITY, BOARD, COMMISSION OR COMMITTEE MAY
CONTACT THE CITY CLERK'S OFFICE AT 853-2541, OR ACCESS THE CITY'S
HOMEPAGE TO OBTAIN AN APPLICATION.
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THE COUNCIL OF THE CITY OF ROANOKE IS SEEKING APPLICATIONS FOR
THE FOLLOWING CURRENT OR UPCOMING EXPIRATIONS OF TERMS OF
OFFICE:
FAIR HOUSING BOARD —TWO VACANCIES
(THREE-YEAR TERMS OF OFFICE)
2. PRESENTATIONS AND ACKNOWLEDGEMENTS: NONE.
3. HEARING OF CITIZENS UPON PUBLIC MATTERS: NONE.
CITY COUNCIL SETS THIS TIME AS A PRIORITY FOR CITIZENS TO BE
HEARD. ALL MATTERS WILL BE REFERRED TO THE CITY MANAGER FOR
RESPONSE, RECOMMENDATION OR REPORT TO COUNCIL, AS HE MAY
DEEM APPROPRIATE.
4. CONSENT AGENDA
(Approved 7-0)
ALL MATTERS LISTED UNDER THE CONSENT AGENDA ARE CONSIDERED
TO BE ROUTINE BY THE MEMBERS OF CITY COUNCIL AND WILL BE
ENACTED BY ONE MOTION. THERE WILL BE NO SEPARATE DISCUSSION OF
THE ITEMS. IF DISCUSSION IS DESIRED, THE ITEM WILL BE REMOVED
FROM THE CONSENT AGENDA AND CONSIDERED SEPARATELY.
C-1 Minutes of the regular meeting of Council held on Monday, December 3,
2012.
RECOMMENDED ACTION: Dispensed with the reading of the minutes and
approved as recorded.
C-2 A communication from the City Manager requesting that Council convene in
a Closed Meeting to discuss the disposition of publicly-owned property located at
2750 Hoover Street, N. W., (former Villa Heights Community Center), where
discussion in an open meeting would adversely affect the bargaining position or
negotiating strategy of the public body, pursuant to Section 2.2-3711 (A)(3), Code
of Virginia (1950), as amended.
RECOMMENDED ACTION: Concurred in the request.
3
C-3 Report of qualification of Bittle W. Porterfield, Ill, as a member of the
Roanoke Regional Airport Commission for a four-year term of office ending
March 31, 2017.
RECOMMENDED ACTION: Received and filed.
REGULAR AGENDA
5. PUBLIC HEARINGS: NONE.
6. PETITIONS AND COMMUNICATIONS:
a. Request of the Science Museum of Western Virginia to provide an update on
its reinvention and to seek funding for upgrades prior to reopening.
James R. Rollings, Executive Director, Spokesperson.(Sponsored by Mayor
Bowers and Council Member Bestpitch)
Received and filed.
7. REPORTS OF CITY OFFICERS AND COMMENTS OF CITY
MANAGER:
a. CITY MANAGER:
BRIEFINGS: NONE.
ITEMS RECOMMENDED FOR ACTION:
1. Appropriation of funds for an Outstationed Medicaid Eligibility Worker
position through the Department of Social Services to be placed at
Carillon Medical Center, for an initial period of two years.
Adopted Budget Ordinance No. 39604-031813. (6-0, Dr. Trinkle
abstained.)
2. Authorization to submit an application to the Virginia Department of
Health to request funds for the Summer Nutrition Program.
Adopted Resolution No. 39605-031813. (7-0)
3. Authorization to acquire real property rights for the Route 605 (Old
Mountain Road) over Tinker Creek Bridge Replacement Project.
Adopted Ordinance No. 39606-031813. (7-0)
4
COMMENTS BY CITY MANAGER:
St. Patrick's Day Festivities on Saturday, March 16
• Downtown Roanoke Inc. reports that an estimated 22,000 people
attended entire celebration
• There were 106 parade entries
• Largest area the event has ever covered in downtown, with two
stages and additional vendors.
• Incredibly solid reports from the farmers and vendors who
participated. They confirmed it was a great sales day for them,
better than in years past because people came downtown and
stayed after the parade.
• The festivities provided more for participants to do, and it was
spread out throughout downtown.
• Around 20 vendors set up downtown, selling festival food and a
mix of St. Patrick's Day themed items, as well as general wares
to the public.
• The city's Main Branch library held several activities as part of
the St. Patrick's Day festivities:
o Traditional Irish band Last Trip Home performed a special
concert on the Library's front porch,with an attendance of
365 people.
o The library held an Arts and Crafts hour with 84
participants,
o Maggie Moo's ice cream was served to 290 patrons
March is Women's History Month
• This is a celebration of women's contributions to history,culture
and society.
• Our Diversity Advisory Council recognized City of Roanoke
employees who were the first women to hold positions
commonly held by men:
o Couquez "CoCo" Schrader, first female Solid Waste
Management driver (1997-present);
o Diana Likens, first female engineer;
o Darlene L. Burcham,first female City Manager(2000-2010);
o Rolanda Russell, first female Assistant City Manager
(2001-2006);
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o Hazel Garst and Rosa L. Smith,first female police officers.
In 1944,when Ms. Garst and Smith became police officers,
there were fewer than 200 female police officers in the
entire country.
o Mary Grogan, the first female matron or deputy sheriff for
the City of Roanoke in the early 1970s.
Groundbreaking Ceremony for the West End Project
• Freedom First and the West End Partnership will kick-off the
beginning of construction of Freedom First's new branch:
• 10 a.m., on Thursday, March 21
• 1210 Patterson Ave at the West End Center for Youth.
• This is part of the West End Revitalization Project which began
on July 1, 2012.
• Roanoke has identified this area as the next target for the use of
Housing and Urban Development (HUD) funds received by the
city.
• Plans include an urban mix of commercial and meeting space.
• Anyone who wants to attend the ground breaking ceremony
should RSVP via email at rnunez(afreedomfirst.com.
b. DIRECTOR OF FINANCE:
1. Authorization to establish the percentage reduction for personal
property tax relief for the 2013 tax year.
Adopted Resolution No. 39607-031813. (7-0)
2. Appropriation of proceeds from the sale of Series 2013 General
Obligation Public Improvement Bonds.
Adopted Budget Ordinance No. 39608-031813. (7-0)
8. REPORTS OF COMMITTEES: NONE.
9. UNFINISHED BUSINESS: NONE.
10. INTRODUCTION AND CONSIDERATION OF ORDINANCES
AND RESOLUTIONS:
a. A Resolution requesting the Governor of Virginia fund one of the two retired
judges' positions in the next Commonwealth budget.
Adopted Resolution No. 39609-031813. (7-0)
a
11. MOTIONS AND MISCELLANEOUS BUSINESS:
a. Inquiries and/or comments by the Mayor and Members of City Council.
Council Member Bestpitch made reference to the FY 2014 Budget
Working Document that had been distributed at the March 4, 2013, City
Council Briefing. He commented that he had been surprised to see a
budget document that had not contained numbers. He said that even
though the new budget reflected only a slight increase, he thought it
was important for Council Members to make certain that additional
funds were going to the priorities that had been established by Council.
The City Manager explained that the purpose of the document had been
to provide an explanation for the expenses and it had been the duty of
the budgeting for outcome teams to go through the offers and
understand the requests. He reminded that emphasis had been placed
on collaboration and impact on service. The City Manager said that it
was staff s goal to show Council the whole budget process and that all
figures would be provided.
(See copy of the FY2014 Budget Working Document distributed at the
March 4 City Council Meeting on file in the City Clerk's Office.)
Council Member Price stated that great things were happening in the
area of student performances at both Patrick Henry (PH) and William
Fleming (WF) High Schools. She said that the Les Miserables
performance at P.H. had received great reviews and The Wiz production
at W.F. had just ended. She pointed out that several hundred students
had been involved in the productions which included performers,
technical crews and elementary school students. She further pointed
out that some of the same performers from The Wiz would be
competing in an NAACP competition in Orlando, Florida.
Council Member Trinkle reported that he had attended a performance of
Les Miserables at P.H. and he had hoped to attend The Wiz at W.F. but
was not able to make it. He also pointed out that several middle school
students had been involved in the productions.
Council Member Lea reminded that a Senior Sweetheart Banquet would
be held on Saturday, March 23 from 1:30 p.m. to 3:30 p.m., at 2381
Roanoke Boulevard to recognize many of the more senior veterans
from the area.
7
b. Vacancies on certain authorities, boards, commissions and committees
appointed by Council.
Mayor Bowers announced that two positions on the Roanoke City
School Board would expire on June 30, 2013, and that a ten day notice
must be given prior to a public hearing related to their appointment. He
said that interviews were not required but typically City Council did
interview the candidates in an open forum. Mayor Bowers suggested
that the interviews be held after the 2:00 p.m., Council Meeting on
April 15, with a public hearing to receive citizen comments at the
7:00 p.m. session.
Council Member Lea moved that the candidates for School Board
Trustee be interviewed at a time following the 2:00 p.m., Council
Meeting on April 15 and that a public hearing to consider the
candidates be held at the 7:00 p.m., session on the same day. The
motion was seconded by Council Member Bestpitch and unanimously
adopted.
AT 3:13 P.M., THE COUNCIL MEETING WAS DECLARED IN RECESS
AND THE MAYOR LEFT THE MEETING AND RELINQUISHED THE CHAIR TO
THE VICE-MAYOR FOR A CLOSED MEETING.
AT 4:19 P.M., THE COUNCIL MEETING RECONVENED WITH
VICE-MAYOR ROSEN PRESIDING AND ALL MEMBERS OF COUNCIL PRESENT
WITH THE EXCEPTION OF COUNCIL MEMBER BESTPITCH WHO WAS NOT
PRESENT WHEN THE VOTE WAS TAKEN AND MAYOR BOWERS WHO WAS
ABSENT.
VICE-MAYOR ROSEN CALLED ATTENTION TO A COMMUNICATION
FOR A CLOSED MEETING TO DISCUSS SCHOOL BOARD APPLICATIONS.
COUNCIL MEMBER FERRIS MOVED THAT COUNCIL CONVENE IN A CLOSED
SESSION TO DISCUSS SCHOOL BOARD APPLICATIONS. THE MOTION WAS
SECONDED BY COUNCIL MEMBER TRINKLE AND ADOPTED.
AT 4:20 P.M., THE COUNCIL MEETING WAS DECLARED IN RECESS
FOR A CLOSED MEETING TO BE RECONVENED AT 7:00 P.M., IN THE
COUNCIL CHAMBER, ROOM 450, NOEL C. TAYLOR MUNICIPAL BUILDING.
8
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ROANOKE CITY COUNCIL
REGULAR SESSION
MARCH 18, 2013
7:00 P.M.
CITY COUNCIL CHAMBER
AGENDA
Call to Order--Roll Call. All present.
The Invocation was be delivered by Mayor David A. Bowers.
The Pledge of Allegiance to the Flag of the United States of America was led
by Mayor Bowers.
Welcome. Mayor Bowers.
NOTICE:
Tonight's Council meeting will be televised live and replayed on RVTV Channel 3
on Thursday, March 21 at 7:00 p.m., and Saturday, March 23 at 4:00 p.m. Council
meetings are offered with closed captioning for the hearing impaired.
A. PUBLIC HEARINGS:
1. Request of Pheasant Ridge Apartments, LLC to amend the Planned Unit
Development Plan to permit construction of apartment units instead of
condominiums previously permitted by the Mixed Use Planned Unit
Development Plan (MXPUD), as set forth in Ordinance No. 37789-052107
adopted by City Council on May 21, 2007, on properties located at 4414
Pheasant Ridge Road, S. W., 4345 Griffin Road, S. W., four unaddressed
lots on Griffin Road, and three unaddressed lots on Van Winkle Road, S. W.
Aubrey Knox, Manager, Spokesperson.
Adopted Ordinance No. 39610-031813. (7-0)
9
2. Proposal of the City of Roanoke to grant to the Western Virginia Water
Authority an existing sanitary sewer easement, and a new 20 foot easement,
across City-owned property located at 4803 Williamson Road, N.W., (known
as Fire Station No.3) in order for the Authority to relocate an existing
sanitary sewer line. Christopher P. Morrill, City Manager.
Adopted Ordinance No. 39611-031813. (7-0)
B. HEARING OF CITIZENS UPON PUBLIC MATTERS:
CITY COUNCIL SETS THIS TIME AS A PRIORITY FOR CITIZENS TO BE
HEARD. ALL MATTERS WILL BE REFERRED TO THE CITY MANAGER FOR
RESPONSE, RECOMMENDATION OR REPORT TO COUNCIL, AS HE MAY
DEEM APPROPRIATE.
Theresa Gill-Walker appeared before the Members of Council and spoke in
regards to the Evans Spring project.
CERTIFICATION OF CLOSED MEETING. (FIRST CLOSED MEETING. 6-0,
MAYOR WAS ABSENT; SECOND CLOSED MEETING. 7-0.)
C. ADJOURN - 7:21 P.M.
10
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v -? CITY COUNCIL AGENDA REPORT
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject Request for Closed Meeting
This is to request that City Council convene a closed meeting to discuss the
disposition of publicly-owned property, being Tax Map No. 2430601 located at
2750 Hoover Street, N.W. (former Villa Heights Community Center) where
discussion in an open meeting would adversely affect the bargaining position or
negotiating strategy of the public body, pursuant to §2.2-3711 .A.3, Code of
Virginia (1950), as amended.
747,,
Christopher P. Morrill
City Manager
Distribution: Council Appointed Officers
os CITY OF ROANOKE
�rio- OFFICE OF THE CITY CLERK
1 215 Church Avenue,S.W.,Suite 456
- ' c
-`. Roanoke,Virginia 24-2 4-1536
Telephone:Fat ( 0)86)-1145 1
Fat erk®roanokev
STEPHANIE M.MOON,MMC E-mail elerk@roanokeva.gov JONATHAN E.CRAFT,CMC
City Clerk Deputy City Clerk
CECELIA T.WEBB
Assistant Deputy City Clerk
March 20, 2013
Cathy Bowman, Secretary
Roanoke Regional Airport Commission
5202 Aviation Drive, N.W.
Roanoke, VA 24012
Dear Ms. Bowman:
This is to advise you that Bittle W. Porterfield, III, has qualified as a member of the
Roanoke Regional Airport Commission for a four-year term of office ending March 31,
2017.
Sincerely, y�
A44t_cp,�1 ' I •mi
Stephanie M. Moon, MMC
City Clerk
SMM:jec
Oath or Affirmation of Office
Commonwealth of Virginia, City of Roanoke, to-wit:
I, Bittle W. Porterfield, III, do solemnly swear that I will support the Constitution of
the United States of America and the Constitution of the Commonwealth of Virginia, and
that I will faithfully and impartially discharge and perform all the duties incumbent upon me
as a member of the Roanoke Regional Airport Commission for a four-year term of office
ending March 31, 2017, according to the best of my ability. So help me God.
%/L — mil %
Bittle W. Porterfield, II /
The foregoing oath offf st office was taken, `sworn to, and subscribed before me by Bittle W.
Porterfield, Ill, this u day of \I J1 Q.�V_2013.
Brenda S. Hamilton, Clerk of the Circuit Court
By 1. A .A kt _�Litho_.- Cle
it t CITY OF ROANOKE
1. e CITY COUNCIL
tx",{' 215 Church Avenue,S.W.
.'q-/ Noel C.Taylor Municipal Bu(ding Suite 456
..2.Y .. i Roanoke.Virginia 24011-1536
)� Telephone: (540)853-2541
DAVID A. ROWERS Fax: (540)853-1145 Council Members
Mayor William D.Bestpitch
Raphael E."Ray"Ferris
Sherman P_lea
Anita J. Price
Court O.Rosen
David B.Trinkle
March 18, 2013
The Honorable Mayor and Members
of Roanoke City Council
Roanoke, Virginia
Dear Vice-Mayor Rosen and Members of Council:
We jointly sponsor a request of Michael Hemphill, Director, Development and
Marketing, Science Museum of Western Virginia, to provide an update the on its
reinvention at the regular meeting of City Council to be held on Monday,
March 18, 2013, at 2:00 p.m.
Sincerely,
David A. Bowers
Mayor
414/0-0.- /.0%
William D. Bestpitch
Council Member
DAB/WDB:ctw
cC) Science Museum of Western Virginia
\\ = C One Market Square I 4th Floor I Roanoke,VA 24011 I www.smwv.org
2
March 13, 2013
Stephanie M. Moon, MMC, City Clerk
215 Church Avenue, SW
Noel C. Taylor Municipal Building
Suite 456
Roanoke, Virginia 24011-1536
Dear Ms. Moon,
On behalf of the Science Museum of Western Virginia, I respectfully request that our executive
director, James R. Rollings, be placed on the agenda of City Council's meeting on March 18,
2013,to address the Hopkins Planetarium.
Please let me know if you have any questions, and thank you for your consideration.
Siincerelyy,y,.,
Michael Hemphill
Director of Development& Marketing
Questions answered here. TM
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• .. •
• .
The Reinvented Science Mrtse�um • •
. . .
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'• —• 4i.Opening May 18, 2013 -
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• PlanetariJm
• ' / ■■ . . •
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• • .II
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Three 'Main, gateriea -
* Health Bodies •
r Our dies, good health,
diet, exercise 1�
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*� Healthy Earth
4\ \ • What our lanet does for us
'• and we o for the planet •
How it Works!
. ' : Electricity, Simple Machines,
. Chemistry,etc.
•
•
• •
•
•
ZThe Open Lab
(1) Pick a lab experiment to try � •
(2) Take the "tub" to your lab table
•
(3) Open the tub, follow the ;
instructions •
(4) Spend as much time as you like -
try another!
•
•
•
•
•
KID ' S ZONE!
•
° - "Little" Big Mouth
•
- Crawl-Through Digestive System
•
- Junior Fossil Dig •
•
- More to came...
•
• •
•
•
•
TIE BUTTERFLY •
• GARDEN
•
A Tropical Rainforest Envir ment
•
or
from Costa Rica, Florida,,
the Philippines, and from Virginia, too!
4
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•
•
•
•
•
a _ •
•
PLanetarium
■ ■
. •
- Hopkins Theater still needs
• significant updates and
renovations to convert to •
digital projection system
- Price Tag - $600,000
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IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39604-031813.
AN ORDINANCE to appropriate funding from the Commonwealth of Virginia and
Carilion Medical Center for an outstationed eligibility worker, amending and reordaining
certain sections of the 2012-2013 Grant Fund Appropriations, and dispensing with the
second reading by title of this ordinance.
BE IT ORDAINED by the Council of the City of Roanoke that the following
sections of the 2012-2013 Grant Fund Appropriations be, and the same are hereby,
amended and reordained to read and provide as follows:
Appropriations
Regular Employee Salary 35-630-5192-1002 $ 62,534
City Retirement 35-630-5192-1105 11,139
FICA 35-630-5192-1120 4,784
Medical Insurance 35-630-5192-1125 11,235
Dental Insurance 35-630-5192-1126 658
Life Insurance 35-630-5192-1130 744
Disability Insurance 35-630-5192-1131 175
Revenues
Outstationed Eligibility Worker- State 35-630-5192-5192 45,634
Outstationed Eligibility Worker- Carilion 35-630-5192-5193 45,635
Pursuant to the provisions of Section 12 of the City Charter, the second reading
of this ordinance by title is hereby dispensed with.
ATTEST:
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City Clerk.
_���s� CITY COUNCIL AGENDA REPORT
To: YV} Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Appropriation of Funding for an Outstationed Medicaid
Eligibility Worker at Carilion Medical Center
Background:
On February 20, 2013 the City of Roanoke Department of Social Services (DSS)
and Carilion Medical Center (CMC) entered into an agreement to establish an
Outstationed Eligibility Worker (OEW) position through DSS to be placed at CMC.
The OEW will accept Medicaid applications and make determinations of
eligibility or ineligibility for applicants who are patients of CMC. CMC desires
that an OEW be onsite in order to facilitate eligibility determinations for patients
awaiting discharge from the hospital to a long term care facility.
The agreement will be in effect for a term of two years and may be renewed
upon written agreement of both parties for two additional and successive one
year periods. The agreement may be terminated at any time by either parry
upon sixty days written notice to the other party.
Considerations:
The total anticipated cost of the position is $91 ,269 for an initial two year
period. Monthly, DSS will receive reimbursement for 50% of the cost from
federal pass-through funding. DSS will, on a monthly basis, bill CMC for the
remaining 50%. There is no local cost for this position.
Recommendations:
Authorize the Director of Finance to establish a revenue estimate in the amount
of $91 ,269 and appropriate funding in the same amount for an Outstationed
Eligibility Worker Position for a two year period in an account in the Grant Fund.
Christopher P. Morrill
City Manager
Distribution: Council Appointed Officers
R. Brian Townsend, Assistant City Manager for Community Development
Jane R. Conlin, Director of Human/Social Services
STATEMENT OF CONFLICT OF INTEREST
I tay.m I R'NE LE state that I have a personal interest in agenda
item 7 ' ( regarding Appro priAurn nF funds for 04,61onPdl
We4Aca�I E.It5,10%11h.� rWarlur eosri-ton
because = a try., AA w100y i ac CAT h OA Meted C.en 4i r
Therefore, pursuant to Virginia Code Section 2.2-3112, I must refrain from
participation in this matter. I ask the City Clerk to accept this statement and ask
that it be made a part of the minutes of this meeting.
Witness the following signature made this / f*day of )41RCC14 , 2013.
/�
?Kiwi 7-7 (SEAL)
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IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39605-031813.
A RESOLUTION authorizing the City Manager to execute an application with the Virginia
Department of Health, requesting funds for the Summer Nutrition Program, and authorizing the
execution of any such documents as necessary for such application on behalf of the City.
BE IT RESOLVED by the Council of the City of Roanoke as follows:
1. The City Manager is hereby authorized on behalf of the City to submit an application
to the Virginia Department of Health for funding in the amount of$100,000.00 to support the City's
Parks and Recreation Summer Nutrition Program, as more particularly set forth in the City
Manager's Report dated March 18, 2013, to City Council.
2. The City Manager is hereby authorized to execute and file,on behalf of the City,any
documents required of an application for the funding referred to above,with any such documents to
be approved as to form by the City Attorney.
3. The City Manager is further authorized to furnish such additional information as may
be required by the Virginia Department of Health in connection with the submission of the foregoing
application.
ATTEST:
City Clerk.
1
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IU� ' ' s
s - CITY COUNCIL AGENDA REPORT
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Summer Food Program Grant Application
Background:
The City of Roanoke continues to provide for the nutritional needs of children and
youth during the summer months through a Parks and Recreation supervised
Summer Nutrition Program. Breakfast and lunch are provided to children
throughout Roanoke from mid June through mid August. An estimated 25,000
meals will be served this summer.
Federal funds, up to $100,000, are available to the City by a grant from the Virginia
Department of Health. The City is reimbursed on a per meal basis for meals
actually served. The remaining funds necessary to provide this program are
allocated in the Parks and Recreation operating budget.
Considerations:
The Summer Food Program is partially funded through the United States
Department of Agriculture, Food and Nutrition Service with the Virginia Department
of Health serving as the sponsoring agency in Virginia. The program is similar in
concept to the National School Lunch Program with eligibility requirements much
like those used to determine eligibility for free or reduced priced meals during the
school year. The purpose is to provide nutritionally balanced, healthy meals to
children, ages one through eighteen, and those with special needs.
Recommended Action(s):
Authorize the City Manager to submit an application to the Virginia Department of
Health requesting $100,000 for the Summer Nutrition Program.
Authorize the City Manager to take such further actions and execute such
documents, approved as to form by the City Attorney, as necessary to submit the
above application and to furnish such additional information and/or documents as
may be required for such application.
ristopher P. Morrill
City Manager
Distribution: Council Appointed Officers
R. Brian Townsend, Assistant City Manager for Community Development
Steve Buschor, Director, Parks and Recreation
p Tr/
IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39606-031813.
An ORDINANCE providing for the acquisition of additional real property rights needed
by the City in connection with a certain bridge replacement and intersection improvement
project; authorizing City staff to acquire such additional property rights by negotiation;
authorizing the City Manager to execute appropriate acquisition documents; and dispensing with
the second reading by title of this Ordinance.
WHEREAS, by Resolution No. 39323-030512, Council authorized acquisition, from
fourteen property owners, of certain real property rights needed for the replacement of the Old
Mountain Road Bridge Over Tinker Creek Project; and
WHEREAS, it has now been determined that certain additional real property rights are
needed for the Project.
THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke as follows:
1. For a certain bridge replacement and intersection improvement project at the
intersection of Hollins Road and Old Mountain Road, the City wants and needs certain additional
real property rights, to include fee simple interests in a certain parcel designated as Official Tax
Map No. 3140809, as set forth in the Agenda Report to this Council dated March 18, 2013. The
proper City officials and City staff are hereby authorized to acquire by negotiation the necessary
real property interests and appropriate ancillary rights with respect to the real property parcel
referred to in the above mentioned Agenda Report, and also any additional real property rights
that may be needed for such Project, for such consideration as the City Manager may deem
appropriate. All requisite documents shall be approved as to form by the City Attorney.
1
2. The City Manager is further authorized to execute appropriate acquisition
documents for the above mentioned parcel, and any other parcels needed for the Project as
referred to above, for such consideration as deemed appropriate for the necessary interests,
provided, however, the total consideration offered or expended, including costs, title search fees,
appraisal costs, and recordation fees, design and construction costs, shall not exceed the funds
available in the Project account for such purposes, without further authorization of Council.
Upon the acceptance of any offer and upon delivery to the City of a deed, approved as to form
and execution by the City Attorney, the Director of Finance is authorized to pay the respective
consideration to the owner(s) of the real property interest conveyed, certified by the City
Attorney to be entitled to the same.
3. Pursuant to the provisions of Section 12 of the City Charter, the second reading of
this Ordinance by title is hereby dispensed with.
ATTEST:
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Ord-authorize acquis of prop rights-old on rd tinker erk-Bridge replacementdoc
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CITY COUNCIL AGENDA REPORT
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Route 605 (Old Mountain Road) over Tinker Creek - Bridge
Replacement - Acquisition of Real Property Rights
VDOT Project U000-128-R16
VDOT UPC 98218
Background:
The City has undertaken a bridge replacement and intersection improvement
project at the intersection of Hollins Road and Old Mountain Road. The
engineering plans and specifications are complete and rights-of-way acquisition
is in progress. However, additional property rights are needed for the Project.
Considerations:
City Council, by Resolution No. 39323-030512, authorized acquisition from
fourteen (14) property owners of certain real property rights needed for the
replacement of the Old Mountain Road Bridge over Tinker Creek Project.
City Council action is necessary to authorize the acquisition of additional real
property rights, including fee simple real property rights needed for this Project
involving all of the property designated as Tax Map Number 3140809. This
parcel is an area of variable length and width, to be conveyed in fee simple,
includes property to the east of and directly adjacent to Hollins Road and was
part of the negotiation and agreement to acquire fee simple interest of all of
the property designated as Tax Map Number 3140808.
Funding for the acquisition of the real property rights is available in the Project
account 08-530-9529, Old Mountain Road Bridge Renovation.
Recommended Action:
Authorize the acquisition of additional real property rights for the property
identified above, which is needed to construct the proposed bridge replacement
Project, by negotiation and execution of the appropriate acquisition documents
by the City Manager, such documents to be approved as to form by the City
Attorney.
Further authorize the City Manager to acquire any additional real property
rights that may be needed to construct the proposed bridge replacement
Project by negotiation and execution of the appropriate acquisition documents
by the City Manager, such documents to be approved as to form by the City
Attorney.
Christopher P. Morrill
City Manager
Distribution: Council Appointed Officers
Sherman M. Stovall, Assistant City Manager for Operations
Robert K. Bengtson, P.E., Director of Public Works
Philip C. Schirmer, P.E., L.S., City Engineer
2
21)01"/
IN THE COUNCIL FOR THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39607-031813.
A RESOLUTION setting the allocation percentage for personal property tax relief
in the City of Roanoke for the 2013 tax year.
WHEREAS, in accordance with the requirements set forth in Section 58.1-3524 (C) (2)
and Section 58.1-3912 (E) of the Code of Virginia, as amended by Chapter 1 of the Acts of
Assembly and as set forth in item 503.E (Personal Property Tax Relief Program or "PPTRA") of
Chapter 951 of the 2005 Acts of Assembly, qualifying vehicles with a taxable situs within the
City commencing January 1, 2013, shall receive personal property tax relief; and,
WHEREAS, this Resolution is adopted pursuant to Ordinance 37221-101705 adopted by
City Council on October 17,2005.
NOW THEREFORE BE IT RESOLVED by the Council of the City of Roanoke as
follows:
1. That tax relief shall be allocated such as to provide 100%tax relief for qualifying
personal use vehicles valued at$1,000 or less.
2. That qualifying personal use vehicles valued at $1,001-$20,000 will be eligible
for 59.89%tax relief.
3. That qualifying personal use vehicles valued at $20,001 or more shall only
receive 59.89%tax relief on the first$20,000 of value.
4. That all other vehicles which do not meet the definition of "qualifying" (for
example, including but not limited to, business use vehicles, farm use vehicles, motor homes,
etc.) will not be eligible for any form of tax relief under this program.
5. That the percentages applied to the categories of qualifying personal use vehicles
are estimated fully to use all available PPTRA funds allocated to the City of Roanoke by the
Commonwealth of Virginia.
ATTEST:�ES ��_ ��,
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f✓ yJ CITY COUNCIL AGENDA REPORT
4 TN-
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Adoption of Tax Year 2013 Personal Property Tax Relief Percentage
Background:
The Personal Property Tax Relief Act (PPTRA) provides relief to owners of personal use
motor vehicles state wide. The City uses the "Specific Relief" method, one of two
methods available for the distribution of the relief. The "Specific Relief' method
enables localities to apply available state relief on a per-vehicle basis using the same
percentage across the board to the first $20,000 of personal vehicle value. Vehicles
valued at $1 ,000 and below are exempt from taxation.
Consideration:
City Council is required by the Commonwealth to annually adopt a resolution setting the
percentage reduction in personal property for that year. City staff computed the
effective reimbursement rate using the PPTRA Allocation Model, developed by a working
group of local officials and used across the Commonwealth. The percentage reduction
is calculated to distribute the $8,075,992 block grant allocation from the
Commonwealth in the manner described above. The allocation model applies a five
year average of personal property data to the vehicle levy from the prioryear. When the
prior year levy and the calculated averages increase, as is the case this year, the relief
percentage decreases. Since there is a fixed grant amount, the higher the levy, the
smaller share each taxpayer receives.
The rate as computed for tax year 2013 is 59.89%, down from the 2012 rate of 64.75%.
Recommended Action:
Adopt the attached resolution which establishes the percentage reduction for
personal property tax relief at 59.89% for the City of Roanoke for the 2013 tax
year.
NN-H: SHAWVER
Director of Finance
Mayor and Members of City Council
March 18, 2013
Distribution: Honorable Sherman A. Holland, Commissioner of the Revenue
Honorable Evelyn W. Powers, Treasurer
Christopher P. Morrill, City Manager
Daniel J. Callaghan, City Attorney
Stephanie M. Moon, City Clerk
Amelia C. Merchant, Director of Management and Budget
2
V
IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39608-031813.
AN ORDINANCE to appropriate funding from the Series 2013 Bonds to various
capital projects, amending and reordaining certain sections of the 2012-2013 Civic
Facilities, Capital Projects, Department of Technology and School Capital Projects Funds
Appropriations and dispensing with the second reading by title of this ordinance.
BE IT ORDAINED by the Council of the City of Roanoke that the following
sections of the 2012-2013 Civic Facilities, Capital Projects, Department of Technology and
School Capital Projects Funds Appropriations be, and the same are hereby, added,
amended, and reordained to read and provide as follows:
Civic Facilities Fund
Appropriations
Civic Center Upgrades 05-550-9984-9340 $ 1,000,000
Capital Proiects Fund
Appropriations
Neighborhood Storm Drain Projects 08-530-9533-9337 1,120,000
9111 St over NSRW Bridge Rehabilitation 08-530-9533-9341 700,000
Franklin Rd over NSRW-Bridge Replacement 08-530-9533-9342 400,000
Main Library 1st Floor Improvements 08-530-9533-9343 210,000
Parks & Rec Master Plan - Phase II 08-530-9533-9344 500,000
Elmwood Park Improvements 08-530-9533-9345 1,625,000
City-wide Curb, Gutter, Sidewalks FY13 08-530-9533-9346 500,000
Williamson Rd/Elmwood Park Streetscapes 08-530-9533-9347 400,000
Elmwood Park Improvements 08-530-9535-9345 2,800,000
Appropriated from 2013 Bonds 08-620-9667-9339 2,800,000
Appropriated from 2014 Bonds 08-620-9667-9352 ( 2,800,000 )
Revenues
General Obligation Bond Proceeds — Par 08-110-1234-1042 7,282,000
General Obligation Bond Proceeds —
Premium 08-110-1234-1046 973,000
Department of Technology Fund
Appropriations
Digital Radio Upgrade 13-430-9951-9333 1,612,167
School Capital Projects Fund
Appropriations
James Madison MS Improvements 31-060-9714-9348 $ 1,300,000
Garden City Plumbing Improvements 31-060-9714-9349 325,000
Lighting Replacement— Phase I 31-060-9714-9351 375,000
Revenues
General Obligation Bond Proceeds—School 31-110-1234-1142 1,762,800
General Obligation Bond Proceeds— School -
Premium 08-110-1234-1046 237,200
Pursuant to the provisions of Section 12 of the City Charter, the second reading
of this ordinance by title is hereby dispensed with.
ATTEST:
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CITY COUNCIL AGENDA REPORT
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Appropriation of Proceeds from the Sale of Series 2013 General
Obligation Public Improvement Bonds
Background:
On February 27, 2013, the City of Roanoke issued new money bonds and refunding
bonds series 201 3A (tax-exempt) in the amount of $24,580,000 and refunding bonds
series 2013B (taxable) in the amount of $1 5,350,000.
The new money bonds will be utilized to fund projects included in the City's approved
Capital Improvement Plan (CIP). Funding was appropriated in advance of issuance for all
of these projects. The projects included:
School Facility Maintenance and Improvements $ 2,000,000
Bridge Renovations 1 ,100,000
Library Master Plan 210,000
Parks and Recreation Master Plan 500,000
Civic Center Improvements 1 ,000,000
Stormwater System Improvements 1 ,120,000
Elmwood Park Improvements 4,425,000
Curb, Gutter and Sidewalk Program 500,000
Streetscape Improvement 400,000
Digital Radio Conversion 2,110,000
Total $13,365,000
The refunding bond series refinanced existing bonded debt at favorable interest rates.
The realized net present value savings totaled over $2.2 million or 7.8%of the refunded
par amount and was achieved without extending the maturity of the debt.
This type of refunding structure, true savings with no extension of maturity, is viewed
positively by the ratings agencies because it lowers the overall debt burden of the City.
The result of the refunding lowers the debt service payment in each and every year
starting in FY15 through FY26. In FY14, debt service savings will be $924,000. Savings
in other years will vary ranging from $124,000 to $343,000 per year. In addition to the
City of Roanoke, the Western Virginia Water Authority, Roanoke City Public Schools, and
Mayor and Members of City Council
March 18, 2013
the Parking and Civic Facilities Funds will share in the savings from the refundings in
accordance with each party's share of the refunded bonds as follows:
Allocated Allocated
Savings $ Savings %
City (includes Civic Facilities Fund) $ 900,000 40%
Roanoke City Public Schools 1 ,000,000 45%
Parking Fund 100,000 4%
Western Virginia WaterAuthority 250,000 11%
$ 2,250,000 100%
At the time of issue, the City was able to take advantage of historically low rates as
compared to the 30 year averages, in both the municipal tax exempt market as well as
the taxable treasury market. The true interest costs for the new money portion and tax-
exempt refunding portion of the issue was 2.30% with average life of 10 years and the
taxable refunding portion was 1 .64% with average life of 5 years.
At the time of Council appropriation, budget place holder entries were made, enabling
staff to maintain a proper record of appropriation of funds in advance of issuance. Upon
sale of the bonds, it is now appropriate for a revenue estimate to be developed for
proceeds from the sale of bonds and associated bond premium at which time the
placeholder entries may be removed.
Recommended Action:
Adopt the accompanying budget ordinance to reflect the sale of Series 2013 Bonds.
Sincerely,
AN Ft.- ' • ,1 ER
Director of Finance
2
Mayor and Members of City Council
March 18, 201 3
Distribution: Council Appointed Officers
Rita D. Bishop, Superintendent, RCPS
Curtis Baker, Deputy Superintendent for Operations, RCPS
Michael T. McEvoy, Executive Director, Wastewater Services, Western
Virginia Water Authority
Gary L. Robertson, Executive Director, Water Operations, Western
Virginia Water Authority
3
CITY OF ROANOKE
ute _' OFFICE OF THE CITY CLERK
215 Church Avenue,S.W., Suite 456
Roanoke,Virginia 24011-1536
'I Telephone: (540)853-2541
Fax: (540)853-1145
STEPHANIE M.MOON,MMC E-mail: clerk@roanokeva.gov JONATHAN E.CRAFT,CMC
City Clerk - Deputy City Clerk
CECELIA T.WEBB
Assistant Deputy City Clerk
March 20, 2013
The Honorable Robert F. McDonnell, Governor
Office of the Governor
Patrick Henry Building, 3rd Floor
1 1 11 East Broad Street
Richmond, Virginia 23219
Dear Governor McDonnell:
I am enclosing a certified copy of Resolution No. 39609-031813 urging you to
amend the 2013 Budget Bill to restore and/or continue the funding for the
three judicial vacancies in the Twenty-Third Judicial Circuit; namely, the vacancy
in the Juvenile and Domestic Relations District Court created by the retirement
of the Honorable Judge John Ferguson, and the two vacancies in the Circuit
Court created by the retirements of the Honorable Judges Jonathan Apgar and
Robert Doherty.
The abovereferenced measure was adopted by the Council of the City of
Roanoke at a regular meeting held on Monday, March 18, 2013.
Sincerely,
,4611ja-) Yl:1t
Stephanie M. Moon, MM 2
City Clerk
SMM:jec
pc: The Honorable John Edwards, Member, Senate of Virginia, P.O. Box 1179
Roanoke, VA 24006-1 179
The Honorable Ralph Smith, Member, Senate of Virginia, 5720 Williamson
Road, Suite 110, Roanoke, VA 24012
The Honorable William Stanley, Member Senate of Virginia, 13508 Booker
T. Washington Highway, Moneta, Virginia 24121
The Honorable Robert F. McDonnell, Governor
March 20, 2013
Page 2
Pc: The Honorable Onzlee Ware, Member, Virginia House of Delegates, 325
North Jefferson Street, Roanoke, VA 24016
The Honorable Christopher Head, Member, Virginia House of Delegates,
P.O. Box 19130, Roanoke, VA 24019
The Honorable Greg Habeeb, Member, Virginia House of Delegates, P. O.
Box 882, Salem, Virginia 24153
o
IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39609-031813.
A RESOLUTION urging Governor Bob McDonnell to amend the Budget Bill and restore
and/or continue the funding for the three vacated judgeships in the Twenty-Third Judicial Circuit.
WHEREAS, the Twenty-Third Judicial Circuit includes the City of Salem, County of Roanoke,
and City of Roanoke;
WHEREAS, the Circuit Court will be reduced from six judges to four upon the retirement of
The Honorable Judge Jonathan Apgar and The Honorable Judge Robert Doherty in April 2013;
WHEREAS, with the retirement of The Honorable Judge John Ferguson from the Juvenile and
Domestic Relations District Court this will reduce the total number of juvenile and domestic judges
serving the Twenty-Third Judicial Circuit to three; and
WHEREAS, such unprecedented reduction in the number of judges in the Twenty-Third
Judicial District will impose a real hardship on the citizens within the Twenty-Third Circuit who seek
to have their disputes resolved by the court.
THEREFORE BE IT RESOLVED by the Council of the City of Roanoke that:
1. City Council hereby urges Governor Bob McDonnell to amend the 2013 Budget Bill to
restore and/or continue the funding for the three judicial vacancies in the Twenty-Third Judicial
Circuit; namely, the vacancy in the Juvenile and Domestic Relations District Court created by the
retirement of the Honorable Judge John Ferguson, and the two vacancies in the Circuit Court created
by the retirements of the Honorable Judge Jonathan Apgar and the Honorable Judge Robert Doherty,
C:\Users\Cllcl\AppData\Local\Temp\notesElEF34\Support for Judgeships Governor McDonnell 2013 doc
2. The City Clerk is directed to forward a certified copy of this Resolution to Governor
Bob McDonnell, Senator John Edwards, Senator Ralph Smith, Senator William Stanley, Delegate
Onzlee Ware, Delegate Christopher Head, and Delegate Greg Habeeb.
ATTEST:
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City Clerk.
G\Users\CIICI\AppData\Local\Temp\notesElEF34\Support for Judgeships Governor McDonnell 2013 doc
COMMITTEE VACANCIES/REAPPOINTMENTS
March 18, 2013
VACANCIES:
Expiration of the three-year terms of office of Marc K. Davis and Anthony M. Reed as members of
the Fair Housing Board ending March 31, 2013.
CITY OF ROANOKE
�� ,A CITY COUNCIL
f'7L I 215 Church Avenue,S W.
-40 Noel C.Taylor Municipal Building,Suite 456
Roanoke.Virginia 24011-1536
Telephones. (540)853-2541
DAVID A.BOWERS
Fax: (54[1)853-1145 Council Members
Mayor William D.Bestpimh
Raphael F."Ray"Ferris
Sherman P.Lea
Anita J. Price
Court G.Rosen
David B.Trinklc
March 18, 2013
The Honorable Mayor and Members
of the Roanoke City Council
Roanoke, Virginia
Dear Mayor Bowers and Members of Council:
This is to request a Closed Meeting to discuss vacancies, being applications for School
Board Trustees, pursuant to Section 2.2-3711 (A)(1), Code of Virginia(1950), as amended.
Sincerel, ,
• Sorer•
• Court G. Rosen
Vice-Mayo
CGR:ctw
CITY OF ROANOKE
OFFICE OF THE CITY CLERK
215 Church Avenue,S.W.,Suite 456
Roanoke,Virginia 24011-1536
Telephone: (540)853-2541
Fax: (540)853-1145
STEPHANIE M.MOON,MMC E-mv0: clerk®roanokeva.gov JONATHAN E.CRAFT,CMC
City Clerk Deputy City Clerk
CECELIA T.WEBB
Assistant Deputy City Clerk
March 20, 2013
Aubrey Knox, Manager
Pheasant Ridge Apartments, LLC
4413 Pheasant Ridge Road, S W., Suite 301
Roanoke, Virginia 24014
Dear Ms. Knox:
I am enclosing copy of Ordinance No. 39610-031813 amending the Mixed Use Planned
Unit Development Plan, as it pertains 4414 Pheasant Ridge Road, S. W., bearing
Official Tax No. 5460124; 4345 Griffin Road, S. W., bearing Official Tax No. 5470302;
and four unaddressed lots on Griffin Road, S. W., Official Tax Nos. 5470301, 5470303,
5470304, 5470305; and three unaddressed lots on Van Winkle Road, S. W., Official Tax
Nos. 5470306, 5470307 and 5470308, as set forth in the Amended Application No. 2,
dated February 27, 2013.
The abovereferenced measure was adopted by the Council of the City of Roanoke at a
regular meeting held on Monday, March 18, 2013; and is in full force and effect upon its
passage.
Sincerely,
Stephanie M. Moon, MMC
City Clerk
Enclosure
pc: C. Cooper Youell, IV, Agent, Whitlow & Youell, PLC, 26 West Kirk Avenue,
Roanoke, Virginia 24011
Paul and Joy Paige, 4323 Griffin Road, S. W., Roanoke, Virginia 24014
PR Homes, LLC; Griffin Road, LLC; DNAL Holdings I, LLC; Roanoke IL
Investors, LLC; Pheasant Ridge Office Buildings, LLC; 4423 Pheasant Ridge
Road, Suite 301, Roanoke, Virginia 24014
Aubrey Knox, Manager
March 20, 2013
Page 2
pc: Henry Claytor, Jr., 4350 Griffin Road, S. W., Roanoke, Virginia 24014
Trustees First Baptist Church, 310 North Jefferson Street, N. W., Roanoke,
Virginia 24016
Richard Webb, Jr., 4372 Griffin Road, S. W., Roanoke, Virginia 24014
Stellar One Bank, Attn: Sonya Simpson - Asset Resolution, P.O. Box 600,
Christiansburg, Virginia 24068
Ruby Marie Muse, 4422 Van Winkle Road, S. W., Roanoke, Virginia 24014
Terry Leo Edwards, 4437 Van Winkle Road, S. W., Roanoke, Virginia 24014
Brixmor GA Apollo I Subholdings, LLC, 4210 Franklin Road, S. W., Roanoke,
Virginia 24014
Ventas Pheasant Ridge, LLC, 10350 Ormsby Park Place, Suite 300, Louisville,
Kentucky 40223
Christopher P. Morrill, City Manager
Daniel J. Callaghan, City Attorney
Ann H. Shawver, Director of Finance
Phil P. Schirmer, City Engineer
Susan Lower, Director of Real Estate Valuation
Rebecca Cockram, Secretary, City Planning Commission
\�' IN THE COUNCIL OF THE CITY OF ROANOKE,VIRGINIA
The 18th day of March, 2013.
No. 39610-031813.
AN ORDINANCE to amend §36.2-100, Code of the City of Roanoke(1979), as amended,
and the Official Zoning Map, City of Roanoke, Virginia, dated December 5,2005, as amended, to
amend the Mixed Use Planned Unit Development Plan,as it pertains to 4414 Pheasant Ridge Road,
S.W., bearing Official Tax No. 5460124; 4345 Griffin Road, S.W., bearing Official Tax No.
5470302;and four unaddressed lots on Griffin Road,bearing Official Tax Nos. 5470301, 5470303,
5470304, 5470305; and three unaddressed lots on Van Winkle Road, bearing Official Tax Nos.
5470306, 5470307 and 5470308;and dispensing with the second reading by title of this ordinance.
WHEREAS, Pheasant Ridge Apartments, LLC,has made application to the Council of the
City of Roanoke, Virginia("City Council"), to amend the Mixed Use Planned Unit Development
Plan, to permit construction of six buildings housing 210 apartment units instead of 160
condominium units, a stand-alone clubhouse, and a pool, with a changed site configuration and
amenities than previously permitted by the Mixed Use Planned Unit Development Plan,Ordinance
No. 37789-052107,adopted by City Council on May 21,2007,as they pertain to the parcels bearing
Official Tax Nos. 5460124, 5470301, 5470302, 5470303, 5470304, 5470305, 5470306, 5470307,
and 5470308;
WHEREAS, the City Planning Commission, after giving proper notice to all concerned as
required by §36.2-540, Code of the City of Roanoke (1979), as amended, and after conducting a
public hearing at its meeting on March 12,2013,on the matter,has made its recommendation to City
Council;
WHEREAS,a public hearing was held by City Council on such application at its meeting on
March 18, 2013, after due and timely notice thereof as required by §36.2-540, Code of the City of
1
Roanoke (1979), as amended, at which hearing all parties in interest and citizens were given an
opportunity to be heard, both for and against the amendment of the Mixed Use Planned Unit
Development Plan, for the properties described as Official Tax Nos. 5460124, 5470301, 5470302,
5470303, 5470304, 5470305, 5470306, 5470307, and 5470308; and
WHEREAS,this Council, after considering the aforesaid application,the recommendation
made to the Council by the Planning Commission,the City's Comprehensive Plan, and the matters
presented at the public hearing, finds that the public necessity, convenience, general welfare and
good zoning practice,requires the amendment of the Mixed Use Planned Unit Development Plan,as
they pertain to the parcel bearing Official Tax Nos. 5460124, 5470301, 5470302, 5470303,
5470304, 5470305, 5470306, 5470307, and 5470308, as herein provided.
THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke that:
1. Section 36.2-100,Code of the City of Roanoke(1979),as amended,and the Official
Zoning Map,City of Roanoke,Virginia,dated December 5,2005,as amended,be amended to reflect
the amendment of the Mixed Use Planned Unit Development Plan, as it pertains to the parcels
bearing Official Tax Nos. 5460124, 5470301, 5470302, 5470303, 5470304, 5470305, 5470306,
5470307, and 5470308, as set forth in the Amended Application No. 2, dated February 27, 2013.
2. Pursuant to the provisions of Section 12 of the City Charter,the second reading of this
ordinance by title is hereby dispensed with.
ATTEST:City Clerk.
2
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��' = CITY COUNCIL AGENDA REPORT
_rr
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Application by Pheasant Ridge Apartments, LLC to amend the
Planned Unit Development Plan as it pertains to 4414 Pheasant
Ridge Road, S.W., bearing Official Tax No. 5460124; 4345 Griffin
Road, S.W., bearing Official Tax No. 5470302; four unaddressed
lots on Griffin Road, S.W., bearing Official Tax Nos. 5470301 ,
5470303, 5470304, 5470305; and three unaddressed lots on Van
Winkle Road, S.W., bearing Official Tax Nos. 5470306, 5470307,
5470308.
Planning Commission Public Hearing and Recommendation:
The Planning Commission held a public hearing on Tuesday, March 12, 2013.
By a vote of 6-0, the Commission recommended approval of the rezoning
request, finding the Amended Application No.2, dated February 28, 2013, to be
consistent with the City's Comprehensive Plan, Southern Hills Neighborhood
Plan, and Zoning Ordinance as a MXPUD development will be able to alter their
development plan in a manner appropriate to the surrounding neighborhood.
Application Information
Request: Amendment of Planned Unit Development Plan
Owner: PR Homes, LLC
Applicant: Pheasant Ridge Apartments, LLC
Authorized Agent: _ C. Cooper Youell, IV; Whitlow & Youell, PLC _
City Staff Person: Katharine Gray, Land Use and Urban Design Planner
Site Address/Location: 4414 Pheasant Ridge Road, SW; 4345 Griffin Road,
SW; four unaddressed lots on Griffin Road, SW; and
three unaddressed lots on Van Winkle Road, SW
Official Tax Nos.: 5460124, 5470301 , 5470302, 5470303, 5470304,
5470305, 5470306, 5470307, 54.70308
Site Area: _ Approximately 11 .38 acres
Existing Zoning: MXPUD, Mixed Use Planned Unit Development District
Proposed Zoning: MXPUD, Mixed Use Planned Unit Development District
Existing Land Use: Vacant
Proposed Land Use: Dwelling, multifamily
Neighborhood Plan: Southern Hills Neighborhood Plan
Specified Future Land Use: Mixed Density Residential and Single Family
Residential
Filing Date: Original Application: Jan 03, 2013
Amended Application No.1 : Feb 05, 2013
Amended Application No. 2: Feb 28, 2013
Background
In August 2006, the property was rezoned from MX, MX(c) and R-7 to MXPUD.
The development plan had six buildings housing 160 condominiums arranged in
a traditional urban pattern along a private street and included a future wellness
center. In May 2007, an amendment of the Planned Unit Development Plan was
approved. That amendment modified the previous development plan to add a
large retaining wall and buffer strip with particular plantings to accommodate a
stormwater conveyance channel along Griffin Road and Van Winkle Road.
In January 2013, Pheasant Ridge Apartments, LLC, filed an application to amend
the Planned Unit Development Plan. The proposed development is shown in
phases and changes the six buildings with 160 condominium units to six
buildings with 210 apartment units and a standalone clubhouse with a pool. The
buildings are oriented along a private street with retaining walls and surface
parking. A large portion of the retaining wall along the Griffin Road and Van
Winkle Road portion of the property was removed from this version of the plan.
In February 2013, the applicant filed Amended Application No. 1 . The
application included minor changes in building, roadway, wall placement and
text notations in the development plan. The additional dwelling units included
with the new plan increased the projected traffic generated, so a traffic impact
study was required. In a work session prior to the scheduled hearing,
Commission members indicated a hesitance to make a recommendation on the
new plan without the traffic study being completed. The applicant requested,
and the Commission approved, a continuance to the March 2013 meeting.
On February 28, 2013, the applicant filed Amended Application No. 2. The
application included the traffic study that supports the development of the
property as proposed in the development plan.
Conditions Proffered by the Applicant
As a MXPUD, the development plan attached to this amendment is binding for future
development. Development standards are listed directly on the development plan.
Considerations
Surrounding Zoning and Land Use:
Zoning District Land Use
North R-7, Residential Single-Family Vacant land and Single-family
District detached dwellings
South MXPUD, Mixed Use Planned Unit Multifamily dwellings and Office
Development District
East R-7, Residential Single-Family District Single-family detached dwellings
West CLS, Commercial-Large Site District and Retail sales establishments and
R-7, Residential Single-Family District Single-family detached dwellings
Compliance with the Zoning Ordinance:
The minimum lot area per dwelling unit is 1 ,800 square feet; the development
plan provides 2,360 square feet per dwelling unit. The impervious surface ratio
maximum is 80 percent; the development plan provides 44 percent. The
minimum tree canopy requirement for the property is 15 percent.
Conformity with the Comprehensive Plan and Neighborhood Plan:
Both Vision 2001-2020 and the Southern Hills Neighborhood Plan recognize the
need for infill housing that is compatible with the surrounding area. The site is
part of a larger mixed-use development that is bordered by commercial along
Highway 220 to the southwest and single-family residential to the northeast.
The property is within a transition zone between the single-family residential to
the northeast and the office and multifamily residential of the larger mixed-use
development. The multiple parcels within the property contain vacant land and
a single residential structure. The change in development plan will better
reflect the transition from single family residential to mixed use along the
Griffin Road and Van Winkle Road portion of the property from the development
plan that currently exists.
Relevant Vision 2001-2020 policies:
• EC P5. Trees. Roanoke will maintain and increase its tree canopy coverage
as a way to improve air quality. Roanoke will work regionally to promote
tree planting and tree preservation Valley-wide.
• NH P3. Neighborhood Plans. The City will adopt neighborhood plans for
all neighborhoods. Neighborhood plans will address land use, zoning,
transportation, infrastructure, neighborhood services, and the
development of village centers and recognize those neighborhoods with
architectural and historic value, among other issues.
• IN P2. Transportation System. Roanoke will provide a transportation
system that is an integrated, multimodal network of automobile, bicycle,
pedestrian, and transit facilities. Interconnected street systems should be
encouraged in new development and maintained in existing development.
New roadways through existing urban areas should be designed to
minimize impact on the City's urban fabric and complement Roanoke's
neighborhoods.
• IN P4. Parking. Roanoke will encourage on-street parking wherever
possible and discourage excessive surface parking lots. Maximum
parking standards for development outside of downtown will be
established. Off-street parking will be encouraged to the side or rear of
buildings.
3
• NH P5. Housing Choice. The City will have a balanced, range of housing
choices in all price ranges and design options that encourage social and
economic diversity throughout the City. Concentration of federally
subsidized, assisted or affordable housing will be discouraged...
• City Design
Suburban neighborhoods
o Suburban neighborhoods are characterized by large lots (greater
than 7,000 square feet), a variety of housing sizes and styles, deep
front yard setbacks, wide curvilinear streets, and prominent
driveways and garages. These neighborhoods developed after
World War II as dependency on the automobile increased.
o Design principles:
• New residential development should incorporate traditional
neighborhood principles rather than suburban patterns.
• Traditional Neighborhood Design principles:
o All streets should have sidewalks and should be
lined with trees. On-street parking should be
encouraged; driveways and garages should be
located to the side or rear of buildings.
o Neighborhood schools and commercial centers
should be preserved.
o Houses should be consistent in terms of front
yard setback and bulk.
• Street improvements within suburban neighborhoods should
focus on greater vehicular connection, pedestrian amenities,
and reduction of pavement width.
Relevant Southern Hills Neighborhood Plan Policies:
Community Design Policies
• New commercial development must consider adjoining uses during site
design. Compatibility should be addressed first by thoughtful site and
building design rather than by screening alone. Commercial building
fronts should be oriented very close to streets. Parking should be to
the side or back of buildings. Parking lots should have generous
amounts of interior landscaping and tree canopy coverage.
Residential Development Recommendations
• Support continued mixed density residential development in Pheasant
Ridge and Southmont.
4
• Support new residential development that uses traditional urban
neighborhood development patterns with urban amenities such as
sidewalks and street trees. Such development should be encouraged
through appropriate zoning and supporting infrastructure
improvements. New developments should accommodate mixed
densities (and incomes), and must preserve environmentally sensitive
areas to the greatest extent possible.
Quality of Life Recommendations
• Ensure that new development preserves mature trees and incorporates
new tree plantings to replace those lost during development.
• Encourage the use of clustered development to avoid development on
steep slopes or near parkway lands. New development should design
excess capacity in erosion control and stormwater management
measures.
City Department Comments:
Based on the change in the proposed development, the peak hour trips
generated would be projected to exceed 100 vehicles per hour. Therefore, a
traffic impact study was required for the new plan. Traffic Engineering has
reviewed the submitted traffic study and concluded that no changes are needed
to the development plan.
Public Comments:
None.
Planning Commission Work Session:
Questions at the work session referenced the increase in density, the effect of
the change in scale on the surrounding area, parking, and a traffic analysis to
reflect the change on the surrounding streets/roads.
Planning Commission Public Hearing Discussion:
David Beard, 4428 Pheasant Ridge Road, stated that he met with 100 people at
Pheasant Ridge. They support the change as it will improve their views,
enhance the larger Pheasant Ridge development, and provide additional
housing opportunities.
Lora Katz,7y G
City Planning Commission
5
cc: Chris Morrill, City Manager
R. Brian Townsend, Assistant City Manager
Daniel J. Callaghan, City Attorney
Steven J. Talevi, Assistant City Attorney
Aubury Knox, Smith/Packett
Cooper Youell, Whitlow & Youell, PLC
6
' d i n � �# Zo l ene t
g*- x Sue a 59 . a i`s 9
4
Department of Planning,Building and Development OK E FEn
Room 166, Noel C.Taylor Municipal Building CITY OF ROANOKE
215 Church Avenue,S . PLANNING BUILDING AND DEVELOPMENT
Roanoke,Virginia 24011 . - Click Here fo Pnnt _J
Phone: (540)853-1730 Fax: (540)853-1230
Date: 2-27-13 Submittal Number: (Amended Application No.2
Rea uesRT select"a0 illiaT`ao$i9 ,
❑ Rezoning, Not Otherwise Listed ❑ Amendment of Proffered Conditions
❑ Rezoning,Conditional p Amendment of Planned Unit Development Plan
❑ Rezoning to Planned Unit Development ❑ Amendment of Comprehensive Sign Overlay District
❑ Establishment of Comprehensive Sign Overlay District
ifiAer rsinigiiirg ii
Address: See Attached
Official Tax No(s).: 16460124,5470301,5470302,5470303,5470304,5470305,5470306,5470307 and 5470308
Existing Base Zoning'. L] With Conditions
MXPUD,Mixed Use Planned Unit Development
(If multiple zones,please manually enter all districts.) El Without Conditions
Ordinance No(s).for Existing Conditions(If applicable): 3n89-052107
Requested Zoning. MXPUD,Mixed Use Planned Unil Proposed Land Use: Apartments
RioRertVthv`herinTonnahoni
Name: See Attached Phone Number: +1 (540)774-7762
Address: 4423 Pheasant Ridge Road,SW,Suite 301,Roanoke,VA 24014 E-Mail: aknox @smithpackett.com
Property Owner's Signature:
r Label iiformation3 ilifrr t>iiom Wn r E'.
.e � ..v,-. Sxw lv lY Ma'.2RWY 4i - hvn l-sv
Name: [See Attached Phone Number: +1 (540)774-7762
Address: 14423 Pheasant Ridge Road,SW,Suite 301,Roanoke,VA 24014 E-Mail: aknox @smithpackett.com
Applicant's Signature:
fiti han rrir Tir[167 Y e e
Name: C.Cooper Youell,IV Phone Number: +1 (540)904-7836 l
Address: 126 Kirk Avenue,SW E-Mail: cyouell @whitlowyouell.com
C . C„a�, 0
� ,,.lt, l V
Authorized Agents Signatu
5 a 42
r3A sz; r� r ii; ypvx t.:a1; 3 x a t= ;; ;
aSt ss ,Z. 4 14 ROANOKE
Ttie.follo +ingrbe'sGbm�tted�for allapp> trons� �r,",
rill Completed application form and checklist.
✓ Written narrative explaining the reason for the request.
✓ Metes and bounds description,if applicable.
✓ Filing fee.
F.yra zoni y toibthervns®4tsted thefolldwig ustalsobesubmdted`,
F Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures.
Fora)iort iGonal,,13ez,Enid¢V0wtn4ASiskaiu6mdCeyl
li Written proffers. See the City's Guide to Proffered Conditions.
Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as
r 'development plan'if proffered.
r; z s c .+s p ~nom wt
Fp,�a�µla h �'eveloprf the fopoxhng'`;znralsobe su$mdted:'.
F Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance.
i 8 "4JL "V i 2F 7 E')3T LV rs. 'A`- 1:' A Y
Fora comprehesh stgnoverlaydtetnc4,�}he. 1p �a�tirs be submtited :
F Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance.
'+dd t b Y `t` -" 1l"iSBS l
Far an`arrid�`mgfi#of pr6ere¢contldions i�ie�ol'`�ii �+itng�mu$(aWubmilted'i
Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures,
r if applicable.
F Written proffers to be amended. See the City's Guide to Proffered Conditions.
F Copy of previously adopted Ordinance.
Eora,planne7,urctttlev044,r}amendmen0#6,,4 WM9, alfliklaTA
✓ Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance.
r Copy of previously adopted Ordinance.
Foi a co6rprehertsrvesign�oveday'amendment#t¢e followwjg must also bs submmltted:
✓ Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance.
✓ Copy of previously adopted Ordinance.
For ,proposal tRat requires a tiaffic rmpactsfuilybe subm tie io'th461 lfie following must als*s0fiiiged�4
• A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance.
repropos`;al kheE rep ail trafFc tin frita srs10 submtited fo 05kii fol iha must also be,5u imitted #
F Cover sheet.
F Traffic impact analysis.
F Concept plan.
F Proffered conditions,if applicable.
✓ Required fee.
*An electronic copy of this application and checklist can be found at vnwwroanokeva.gov/pbd by selecting'Planning Commission'under
'Boards and Commissions'. A complete packet must be submitted each time an application is amended,unless otherwise specified by
staff.
2
Signature Page to Amended Application No.X
Tax Map No.: 5460124
Properly Address: 4414 Pheasant Ridge Road SW
Tax Map No.:5470301
Property Address: 0 Griffin Road,SW
Tax Map No.: 5470302
Property Address:4345 Griffin Road,SW
Tax Map No.: 5470303
Property Address:0 Griffin Road,SW
Tax Map No.: 5470304
Property Address:0 Griffin Road,SW
Tax Map No.: 5470305
Property Address:0 Griffin Road,SW
Tax Map No.: 5470306
Property Address:0 Van Winkle Road,SW
Tax Map No.: 5470307
Property Address: 0 Van Winkle Road,SW
Tax Map No.: 5470308
Property Address:0 Van Winkle Road,SW
Signature of Owner:
PR Homes,LLC*
By:
Its: C
Signature of Applicant:
Pheasant Ridge Apartments,LLC
By: :
Its: /V x fm-644A— I /n
PR Homes,LLC succeeded to the ownership of real estate or any interest in real estate pursuant to merger with
A&J Holdings, Inc., Dalton Place, LLC, Van Winkle, LLC, Integra Investment, LLC and Pheasant Ridge RE
Holdings, LLC effective as of December 31, 2008. A copy of the certification from the Virginia State
Corporation Commission is attached evidencing the same.
I88e0ro1/00067805.0ocxz
•
° $fafr Eurpurattutt �ummtzztutt
P
O'
o I Certify the Toltowiing from the Wycore of the Commission:
PR Homes LW,a limited liability company formed untler the laws of Virginia,succeeded to the
ownership of real estate or any interest In real estate pursuant to a merger with A&J Holdings,
Inc., Dalton Piece, LLC,Van Winkle, LLC, Integra Investments, LLC, Pheasant Ridge R E
Holdings, LLC, Griffin RD,LLC and Roy RD, LLC effective as of December31,200&.
Nothing more is hereby certified. a
Sigma ranhSeaQdat Rjchmondon this Date:
1-9 e is N CCl January 23, 2009
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RECORDED IN TILE CLERK'S OFFICE OF
FEBRUARY ltd, X2009 ATN12:24FN
BRENDA S. HAHILTON> CLERK
RECORDED BY: 1036
COMMONWEALTH OF VRLG)MA
OFFICIAL RECEIPT
• MIME CITY CIROIII COURT
DEEP RECEIPT
DATE: 0/11/09 TIMt 12:2408 ACCOUrt 77OCLR090001500 RECEIPT: 0900000574
CAOOERt LSE RFBt D000 TYPE: 91 PANDIT: Y1A1. PATENT
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CLERC OF CUE: BRENDA C. MAILil=
•
wlORR
Pheasant Ridge Apartments
4423 Pheasant Ridge Road Roanoke, VA 24014
540-774-7762
Amendment Application No. 2
Pheasant Ridge Apartments has completed the traffic study as the city requested. There were not
any changes that need to be made.
Amended Application No. 2
Supporting Documents
Tax No. 5460124, 5470301, 5470302, 5470303,
5470304, 5470305, 5470306, 5470307and 540308
City of Roanoke, Virginia
Project Name: Pheasant Ridge Apartments
Project Location: Pheasant Ridge Road, Roanoke,
Virginia
1
18890101100069972.ooa;l�
Contents
Legal Description 3
Narrative 5
Description of Proposed Use and Development 5
Justification for Change 5
Impact to Surrounding Neighborhood 6
Availability of other similarly zoned properties in the area 6
Relationship to the City's Comprehensive Plan and the Southern Hills Neighborhood Nan 6
Development Plan 8
Stormwater Conveyance Channel 9
Elevations 10
Previously Adopted Ordinance 11
2
(8890/01/0006997.DOtx;1I
Legal Description
BEGINNING at an existing iron pin lying on the northerly right-of-way of the terminus of Pheasant Ridge
Road,SW, a variable width public right-of-way, and Pheasant Ridge Road, SW, a 40-foot private right-of-
way, common corner of the property of Brixmor GA Apollo I SUB LLC(Instrument# 120009239) and the
herein described tract; thence leaving the said northerly right-of-way of Pheasant Ridge Road, SW and
with the common line of the aforesaid property of Brixmor GA Apollo I SUB LLC the following two (2)
courses; N 38°34' 31"W for a distance of 79.17 feet to an existing iron pin; thence N 38° 31'40"W for a
distance of 81.27 feet to an existing iron pipe at the corner of the property of Paul Andrew Paige and Joy
Faye Paige (Instrument#0020005882 ; thence leaving the said property of Brixmor GA Apollo I SUB LLC
and with the line of the aforesaid property of Paul Andrew Paige and Joy Faye the following four (4)
courses; N 51°32' 17" E for a distance of 207.12 feet to an existing iron pipe; thence N 49° 35' 06" E for
a distance of 311.86 feet to a point;thence N 42°58' 32" W for a distance of 6.89 feet to a point;thence
with a curve to the right having a delta angle of 135°00' 00", a radius of 14.50 feet, a chord bearing and
distance of N 24° 31' 28" E, 26.79 feet to a point on the southerly right-of-way of Griffin Road,SW, a 50-
foot public right-of-way; thence leaving the said property of Paul Andrew Paige and Joy Faye with the
southerly right-of-way of Griffin Road, SW the following four (4) courses; S 87° 58' 32" E, passing an
existing iron pin at a distance of 154.37 feet, a total distance of 275.04 feet to a point; thence with a
curve to the left having a delta angle of 19° 27' 10', a radius of 116.57 feet, chord bearing and distance
of N 82° 17' 53" E, 39.39 feet to a point; thence N 72° 35'28" E, passing an existing iron pin at a distance
of 141.04 feet and passing an iron pin at a distance of 230.95 feet, a total distance of 344.46 feet to a
point; thence with a curve to the right having a delta angle of 68° 49' 43", a radius of 73.21' feet, a
chord bearing of S 72° 59' 40" E, 82.75 feet to a point at the southwesterly intersection of the said
Griffin Road, and the westerly right-of-way of Van Winkle Road, SW, a 50-foot public right-of-way;
thence leaving the southerly right-of-way of the said Griffin Road, SW and with the aforesaid westerly
right-of-way of Van Winkle Road, SW, S 38° 34' 49" E for a distance of 220.07 feet to corner of Lot 9,
Block 11,Section 2, Southern Hills(Plat Book 3, Page 55),the property of Terry Leo Edwards(Instrument
11060004328); thence leaving the said westerly right-of-way of Van Winkle Road and with the line of the
aforesaid property of Terry Leo Edwards, S 51° 15' 28" W for a distance of 199.80 feet to a point on the
property line of the property of Roanoke IL Investors LLC (Instrument # 120005370); thence leaving the
said property of Terry Leo Edwards and with the line of the aforesaid property of Roanoke IL Investors
LLC the following four (4) courses; N 38° 31' 23" W for a distance of 50.45 feet to an existing iron pin;
3
18890/01/00069972.DOCX;11
thence 5 44°05' 23" W for a distance of 199.10 feet to a point; thence S 63°46' 17" W for a distance of
372.94 feet to a point; thence 5 23°35' 16" W for a distance of 354.15 feet to a point on the northerly
right-of-way of the aforesaid Pheasant Ridge Road, SW; thence leaving the said property of Roanoke IL
Investors LLC and with the line of the northerly right-of-way of the aforesaid Pheasant Ridge Road, SW
the following seven (7) courses; N 27 24' 40" W for a distance of 5733 feet to a point; thence with a
curve to the left having a delta angle of 24°44'04",a radius of 230.00 feet,a chord bearing and distance
of N 39°46'42" W, 98.52 feet to a point; thence N 52°08'44" W for a distance of 68.27 feet to a point;
thence with a curve to the right having a delta angle of 34° 29' 37", a radius of 105.00 feet, a chord
bearing and distance of N 34° 53' 56"W, 62.26 feet to a point; thence N 17° 39' 07" W for a distance of
31.00 feet to a point; thence with a curve to the left having a delta angle of 91° 34' 57", a radius of
130.00 feet, a chord bearing of N 63° 26' 35" W, 186.37 feet to a point; thence 5 70° 45' 56" W for a
distance of 8.37 feet to an existing iron pin,the POINT OF BEGINNING,containing 11.3764 acres.
4
iSS90/01/00069972.DOIX;1]
Narrative
Description of Proposed Use and Development
The purpose of the requested amendment is to permit the Applicant to construct six (6) buildings
housing two hundred and ten (210) apartments, a standalone clubhouse and pool on those certain
tracts of real property designated as tax parcel numbers 5460124, 5470301, 5470302, 5470303,
5470304, 5470305, 5470306, 5470307, 540308, containing, in the aggregate, approximately 11.38 acres
(collectively, the "Property"). It is anticipated that there will be twelve (12) one bedroom apartments
and twenty three(23)two bedroom apartments in each building. The development is expected to occur
in two phases: the first phase includes the clubhouse,the pool and the four(4)buildings located on the
north side of the development and the second phase includes the remaining two (2) buildings, all as
shown on the Development Plan attached hereto. In addition to the pool and clubhouse, the
recreational amenities will include internal walkways that tie into the existing walkways on adjacent
parcels.
All infrastructure will be planned and constructed as required by the applicable City, state and federal
laws and regulations- In addition to applicable code requirements, the site development standards for
building placement, parking locations, pedestrian paths, impervious areas and architectural elements
will be governed by the development standards shown on the Development Plan. To the extent the
proposed development impacts trees or landscaping on any adjacent parcels, the Applicant shall return
any impacted areas to substantially the same condition that existed prior to any development.
Justification for Change
The Property was rezoned to MXPUD, Mixed Use Planned Unit Development, in August of 2006 to
permit the construction of upscale condominiums. The 2006 Development Plan included six (6)
buildings containing one hundred and sixty (160) condominiums with a portion of the parking serving
the development to be located beneath the buildings. In 2007, the approved MXPUD was amended to
permit a variable width buffer behind the proposed retaining wall to accommodate a storm water
conveyance channel. Shortly before development of the project began,the housing market crashed and
demand for high end condominiums dissipated.
While the condominium market has faltered, overall concern with the economy and the inability of
buyers to obtain acceptable financing options has caused the apartment market to flourish as evidenced
by the number of number of large,successful redevelopment projects in the downtown area. Although
redevelopment in the downtown area has greatly increased over the past number of years, no new,
large scale apartment projects have been undertaken outside of the downtown area and the
construction of higher end,market rate apartments on the Property fills a need.
Based on the foregoing, Applicant requests the modification to the existing zoning ordinances to enable
new apartments to be constructed on the Property in accordance with this Application.
5
18890/01/00069972-ooCX;1 I
Impact to Surrounding Neighborhood
The amendment request will not significantly impact the surrounding areas from the current zoning.
There is anticipated a modest increase in traffic flow based on the requested changes. However, as
noted in 2006, a portion of the Property was previously zoned for office use and the change to
condominiums lessened the traffic impact. That remains the case under the proposed amendment. The
Applicant is obtaining a traffic study and will furnish a copy as soon as completed. In addition, there
remains no connection with Griffin Road or Van Winkle Road.
The location of the buildings and the increased surface parking reflected on the Development Plan will
create minor visual changes and the Applicant has worked closely with Staff to revise the Development
Plan to reduce such impact. Specifically, the Applicant has significantly reduced the overall number of
parking spaces and has moved the majority of parking on the north side of the Property to the front of
the buildings to minimize the parking viewed from Griffin Road. In addition, the modifications made by
the Applicant during the review process reduced the size of the retaining walls viewed from Griffin Road
and the landscaping along the retaining wall remains.
Availability of other similarly zoned properties in the area
The availability of similarly zoned properties in the general area is virtually nonexistent. There have
been no new large scale apartment projects in the City for many years and, as noted above,the number
of new, higher end apartment options outside of the downtown area is minimal.
Relationship to the City's Comprehensive Plan and the Southern Hills
Neighborhood Plan
The requested changes to the existing ordinances are generally consistent with the Vision 2001-2012
Comprehensive Plan and the Southern Hills Neighborhood Plan based on the following:
1. The proposed land use is consistent with the future land use plan identified in the
Comprehensive Plan and will contribute to Roanoke's overall housing mix by providing
higher end, market rate apartments.
2. The Development Plan has been revised to create a "street scape" design with the buildings
located near the streets and landscaping along the corridor through the development to
create a more traditional urban neighborhood setting as encouraged by the Comprehensive
Plan.
3. The requested amendment supports the continued mixed density of the overall
development of Pheasant Ridge.
6
{8890/01/000e9972.00cx;1
4. The proposed plan has sidewalks on both sides of the development with trees provided
between curb and sidewalk, and the walking trails connect the development to adjacent
parcels.
5. Although there is no connectivity to Griffin Road and Van Winkle Road,these rural roads are
narrow with no sidewalks or areas for pedestrians to safely traverse and cannot handle any
additional capacity. The benefit of having a connection is negated by the addition of traffic
on streets that cannot safely support the added traffic.
6. The Applicant has modified its plan to the extent reasonably possible to limit the
construction on steep slopes and will design the development to ensure adequate erosion
control and stormwater management measures.
7
l8890/01/000e9972.00cx;1I
Development Plan
See Exhibit A-1 attached
8
(8890/01/000699972.ooa;1
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See Exhibit A-2 attached
9
[8890/01/00069972.DOCx;11
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THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. ���y� •,� `�
THE FINAL LOCATION AND SPECIES OF PLANT MATERIALS - ``
• MU BE ESTABLISHED MIIH THE SITE DEVELOPMENT /PROM USING SmamRY
PLANS AND ARE SUBICT TO THE REVIEW AND COMEY'N'0E Mal' EXHIBIT "A- 0"
E APPROVAL OF ROANOKE CITY STAFF. MN EC-3 wing/f GRASS USG
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cm LUMSDEN ASSOCIATES, P.C. 6648 0 °"X°NA9EnDE DATE:
P.O. BLE ON A January 2, 2013
ENGINEERS-SURVEYORS-PLANNERS ROA ONE'(VIRGINIA 44'„18 SCALE: NO SCALE
ROANOKE, VIRGINIA °n 772-9445 COMM. NO.:
E-MAIL:MAIL @LUMSDENPC.COM 12-166
3
Elevations
See Exhibit B attached
10
{8890/01/00069972.0ocx;1
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PHEASANT RIDGE
APARTMENTS
VER.C.IN IA
-JI
EDWARD H.WINKS
JAMES I) SNOWA
I<CHITECI} ia-
Previously Adopted Ordinance
See Exhibit C Attached
11
(8890/01/00069972DOC%;1
EXHIBIT'
55\Y C
IN THE COUNCIL OF THE CITY OF ROANOKE,VIRGINIA
The 21st day of May, 2007 .
No. 37789-052107.
AN ORDINANCE to amend §36.2-100,Code of the City of Roanoke(1979), as amended,
and the Official Zoning Map, City of Roanoke, Virginia,dated December 5,2005,as amended,to
amend an MXPUD development plan to show a variable width buffer behind the proposedretaining
wall to accommodate a proposed storm water conveyance channel on property described as the
Pheasant Ridge campus on Griffin Road, S.W., bearing Official Tax Nos. 5460124, 5470207,
5470301 through 5470308, and 5470130; and dispensing with the second reading by title of this
ordinance.
WHEREAS,Pheasant Ridge Condominiums 11, LL, Dalton Place, LLC, A & 7 Holdings,
Inc.,Van Winkle,LC,Integra Investments,LLC,and Pheasant Ridge Office Buildings,LLC,have
made application to the Council of the City of Roanoke, Virginia ("City Council"), to amend an
MXPUD development plan to show a variable width buffer behind the proposed retaining wall to
accommodate a proposed storm water conveyance channel on property described as the Pheasant
Ridge campus on Griffin Road, S.W., bearing Official Tax Nos. 5460124, 5470207, 5470301
through 5470308, and 5470130;
WHEREAS,the City Planning Commission,after giving proper notice to all concerned as
required by §36.2-540, Code of the City of Roanoke (1979), as amended, and after conducting a
public hearing on the matter,has made its recommendation to City Council;
WHEREAS,a public hearing was held by City Council on such application at its meeting on
May 21, 2007, after due and timely notice thereof as required by §36.2-540, Code of the City of
Roanoke (1979), as amended, at which hearing all parties in interest and citizens were given an
opportunity to be heard,both for and against the amendment of the MXPUD development plan for
the property described as the Pheasant Ridge campus on Griffin Road, S.W., bearing Official Tax
Nos. 5460124, 5470207,5470301 through 5470308, and 5470130; and
WHEREAS, this Council,after considering the aforesaid application,the recommendation
made to the Council by the Planning Commission,the City's Comprehensive Plan,and the matters
presented at the public hearing, finds that the public necessity, convenience, general welfare and
good zoning practice, requires the amendment of MXPUD development plan to show a variable
width buffer behind the proposed retaining wall to accommodate a proposed storm water conveyance
channel on property described as the Pheasant Ridge campus on Griffin Road,S.W.,bearing Official
Tax Nos. 5460124, 5470207, 5470301 through 5470308, and 5470130, as set forth in the
Application for Amendment of Proffered Conditions, of Pheasant Ridge Condominiums II, LL,
Dalton Place, LLC, A &.1 Holdings, hie., Van Winkle, LLC, Integra Investments,LLC, Pheasant
Ridge Office Buildings, LLC, Amended Application No. 3 filed in the Department of Planning,
Building and Economic Development on March 29, 2007, for property described as the Pheasant
Ridge Campus on Griffin Road, S.W., bearing Official Tax Nos. 5460124, 5470207, 5470301
through 5470308, and 5470130, as herein provided.
THEREFORE,BE IT ORDAINED by the Council of the City of Roanoke that:
I. Section 36.2-100,Code of the City of Roanoke(1979),as amended,and the Official
Zoning Map, City of Roanoke,Virginia,dated December 5,2005,as amended,be amended to reflect
the amendment of the MXPUD development plan to show a variable width buffer behind the
proposed retaining wall to accommodate a proposed storm water conveyance channel on property
described as the Pheasant Ridge campus on Griffin Road,S.W.,bearing Official Tax Nos.5460124,
5470207,5470301 through 5470308,and 5470130,as set forth in the Application for Amendment of
Proffered Conditions,of Pheasant Ridge Condominiums II,LL,Dalton Place,LLC,A&7 Holdings,
Inc.,Van Winkle,LLC,Integra Investments,LLC,Pheasant Ridge Office Buildings,LLC,Amended
Application No. 3 filed in the Department of Planning, Building and Economic Development on
March 29,2007.
2. Pursuant to the provisions of Section 12 of the City Charter,the second reading oft is
ordinance by title is hereby dispensed with.
ATTEST:
City Clerk. �r
0-Pheasant Ridge Condo II etc 5-21-07
• •
AMEND Nitr. r r ® rtntu
i p 4: �'A 4 4'•a. ti vGYNlPi0 Y^ 4-'L
RoANQKE ^ }� g -�� , l
0. 1rr.S f Fr YNt'- n�*" i t i : I i ' z :
Date: March 28, 2007
•
To: Department of Planning Building and Economic Development 4 3E,TA- k 1R ,r_ _
Room 166, Noel C. Taylor Municipal Building
215 Church Avenue, S.W. i- .rL ., .r1 r ?i � 7.
Roanoke, VA 24011 is _
Phone: (540) 853-1730 Fax: (540) 853-1230- -
All subrrnt41011-usf 1).1410P—.014140.1_44,-a alt regrflred dacWr3e-V,Oripn and a bFiep3alq fTh"0,100g fee,
Application is hereby submitted for amendment.of proffered conditions for the property
located at:
Property Address(es): Pheasant Ridge campus - Griffin Road frontage
Official Tax No(s): 5460124. 5470207, 5470301, 5470302. 5470303, 5470304. 5470305 5470306
5470130, 5470307, 5470308
Existing Zoning: MXPUD
Ordinance Number of Conditional Rezoning: 37515-082106
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ROANOKE D , -
Date: March 28, 2007
To: Department of Planning Building and Economic Development
Room 166, Noel C. Taylor Municipal Building
215 Church Avenue, S.W.
I Roanoke, VA 24011 '
' Phone: (540) 853-1730 Fax: (540) 8531230
Ordinance No. 37515-082106
(attach copies cif Ordinance and existing proffered conditions proposed to be amended)
Name of Applicant/Contact Person: Integra Investments, LLC/Clayton Perry
Applicant's signature:
Pheasant Ridge Condominiums II, LL:Dalton Place,LLC; A&J Holdings, Inc.: Van Winkle, LI
Pheasant Ridge Office Buildings, LLC, Integra Investments, LLC
Property Owner's Name: I Ps R Smith is Sole Owner of all
Or
Property Owner's signature:
arli
6
Pursuant to the Section 36.2-541(c)(1), the owner(s) or duly authorized agent hereby
voluntarily proffers the following conditions which shall be applicable to the property, if
rezoned:
(attach additional sheets as necessary)
• • •
•
The Petitioner requests an amendment to the existing proffered conditions for the referenced
parcels,as established by Ord.No. 37515-082106. The ordinance established the parcels as an
MXPUD district for the development of multi-family residential condominiums and a wellness
center. The condition to be amended is described in the existing ordinance as a"30-foot wooded
buffer,"and is delineated on the conceptual site plan along the rights of way of Griffm and Van
Winkle Roads and where the MXPUD district adjoins residentially zoned parcels.
The amendment is requested to accommodate a proposed stormwater management conveyance
channel originating at the existing watercourse at the property boundary,adjacent to tax parcel
#5470309,flowing toward the intersection of Griffin and Van Winkle Roads,then flowing.
adjacent to the Griffin Road right-of-way. The conveyance channel is necessary to manage
primarily off-site stormwater runoff from a drainage area of approximately 40 acres to the east
and north of the site.
Because the conveyance channel must be located in the area currently delineated as the 30-foot
wooded buffer,the Petitioner proposes to plant Leyland Cypress(x Cupressocyparis leylandii)
along the base of the retaining wall,spaced at a minimum of 8' on-center,and alternated clusters •of Chokeberry(Aronia arbutifolia)and American Cranberrybush Viburnum(Viburnum
trilobum),spaced at 3' and 4' on-center respectively,and as shown on Exhibit"A-I." The
Exhibit also depicts locations away from the Griffin Road right-of-way and within both the 3b'
landscaped buffer and anticipated limits of construction,where Downey Serviceberry
(Amelanchier arborea)will be planted along with Leyland Cypress. Where no new plantings are
depicted within the 30' landscaped buffer on Exhibit"A-I,"no construction activities are
anticipated.
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PROPOSED PHEASANT RIDGE S1REET SECTION
c THEE PROPOSED STREET SERWNG THIS DEVELOPMENT SHALL BE
°o PRIVATE. STREET TREES SHALL BE PLANTED AT A MINIMUM OF 50'
E ON CENTER, EXCEPT WHERE PARKING LOT ENTRANCES OR DRIVE
WAYS INTERSECT THE STREET. SIDEWALKS SHALL PROVIDE EXHIBIT °'p_2 ss
9 PEDESTRIAN ACCESS TO SURFACE PARKING SPACES, AND SHALL G/1 1
OTHERWISE MEANDER THROUGH STREET LANDSCAPE AREAS. SHEET 2 OF 3
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p 4664 BRAWL ETON AVENUE DATE _ July 19,2006
__ LUMISDEI\ ASSOCIATES, l .C. P.O.B0%10669
ROANOKE,VIRGINIA 24018 SCALE: NO SCALE
_ __ __ ENG[NEERS-SURVEYORS-PLANNERS P oNe Is4oi n4 411
ROANOKE, VIRGINIA FAX;(540)772-9445 COMM. NO.:
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LOCATION AND HEIGHT OF THE PROPOSED RETAINING WALL WLL BE EXHIBIT "A ✓
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SUB„ECT TO THE RENEW MD APPROVAL OF ROANCKE CITY STAFF. SHEET J OF 3
to 4664 BRAMBLETON AVENUE DATEi- - March 20,2007
LUMSDEN ASSOCIATES, P.C. OO.e°x 6A9
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ENGINEERS-SURVEYORS-PLANNERS PHONE:64O 774.44411 COMM. ND.:
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4414 PHEASANT RIDGE ROAD SW-ADJOINING PROPERTY OWNERS LIST
4435 PHEASANT RIDGE RD SW VENTAS PHEASANT RIDGE LLC 10350 ORMSBY PARK PL LOUISVILLE KY 40223
4428 PHEASANT RIDGE RD SW ROANOKE IL INVESTORS LLC 4423 PHEASANT RIDGE RD SW STE 301 ROANOKE VA 24014
4210 FRANKLIN RD SW BRIXMOR GA APOLLO I SUB HOLDINGS LLC 4210 FRANKLIN RD SW ROANOKE VA 24014
4423 PHEASANT RIDGE RD SW PHEASANT RIDGE OFFICE BUILDINGS LLC 4423 PHEASANT RIDGE RD SW STE 301 ROANOKE VA 24014
4323 GRIFFIN RD SW PAIGE PAUL ANDREW&JOY PAVE 4323 GRIFFIN RD SW ROANOKE VA 24014
4437 VAN WINKLE RD SW EDWARDS TERRY LEO 4437 VAN WINKLE RD SW ROANOKE VA 24014
4372 GRIFFIN RD SW WEBB RICHARD B JR 4372 GRIFFIN RD SW ROANOKE VA 24000
O GRIFFIN RD SW TRS FIRST BAPTIST CHURCH 310 N JEFFERSON ST ROANOKE VA 24016
4350 GRIFFIN RD SW CIAYTOR HENRY)JR&CAROLYN 0 4350 GRIFFIN RD SW ROANOKE VA 24014
O GRIFFIN RD SW DNAL HOLDINGS I LLC 4423 PHEASANT RIDGE RD 301 STE ROANOKE VA 24014
4334 GRIFFIN RD SW DNAL HOLDINGS I LLC 4423 PHEASANT RIDGE RD 301 STE ROANOKE VA 24014
O GRIFFIN RD SW GRIFFIN RD LLC 4423 PHEASANT RIDGE RD 301 STE ROANOKE VA 24014
4404 VAN WINKLE RD SW PAIGE PAUL ANDREW&JOY FAYE 4323 GRIFFIN RD SW ROANOKE VA 24014
4422 VAN WINKLE RD SW MUSE RUBY MARIE 4422 VAN WINKLE RD SW ROANOKE VA 24014
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Pheasant Ridge Apartments
Official Tax Map Nos. 5460124, 5470301 to 5470308
AECOM
Pheasant Ridge Apartments
Traffic Impact Analysis
es // t /
Submitted to
The City of Roanoke, Virginia
& Smith/Packett Med-Com, LLC of ffpc
By r
y
�`O� JESSICA E. VEHMEIER
Lic. No.047843
q
RECEIVED �0 $w�
FEB 28 2013 February 25, 2013 �SSroNAL '-
CITY OF ROANOKE Jessica E Veh Meier
PLANNING BUILDING AND DEVELOPMENT
2013.02.26 13:19:14-05'00'
•
AECOM
EXECUTIVE SUMMARY
The proposed Pheasant Ridge Apartments is projected to consist of 210 apartment
units with access to Pheasant Ridge Road adjacent to Route 220 (Franklin Road) in
Roanoke City,Virginia. A traffic impact analysis was performed by AECOM for the
site in order to determine how site development would impact traffic operations.
The proposed development will have one full-access driveway on Pheasant Ridge
Road. The property is currently zoned Mixed Use Planned Development with
provisions that upscale condominiums are built,zoning will remain the same but
provisions will be modified to allow the proposed development. The project is
expected to be completed by 2013.
The traffic impact analysis study area consisted of three signalized intersections of
Route 220 with Old Rocky Mount Road, Pheasant Ridge Road,and Valley
Ave/Southern Hills Drive. AM and PM peak hour traffic data was collected for
existing intersections. The design year of 2019 was analyzed for complete
development buildout,which is six years after projected development completion.
While historical data in the site vicinity shows negative growth,to be conservative it
was assumed that the background growth rate on the roadway network is 0.5%.
Traffic operations analysis using Synchro and SimTraffic software was performed to
determine the impacts of site development on the study intersection. Synchro
generates delay and queuing projections as well as a Level of Service(LOS)
designation based on average delays. The LOS designation is a qualitative
representation of operating conditions on a scale of A(free-flow travel)to F (high
congestion, forced traffic flow).
The signalized intersections currently have a number of lane groups which operate at
LOS E or below. Given the high peak hour traffic volumes on Route 220,this is not
unexpected. No lane groups in the study area projected to operate at LOS D or better
during"No-Build"conditions are expected to deteriorate below an acceptable LOS D
as a result of site development. Therefore,the proposed development is not projected
to significantly impact traffic operations and no mitigation is recommended based on
the projected land use.
AECOM
1. Background Information
1.1 Pheasant Ridge Development
The City of Roanoke has requested that a traffic impact analysis(TIA) be performed
for the proposed Pheasant Ridge development to be located on Pheasant Ridge Road
in Roanoke City, Virginia. AECOM agreed to perform the TIA on behalf
Smith/Packett Med-Com, LLC. The area is currently zoned as Mixed Use Planned
Development with the conditions that upscale condominiums are built, but a request
is being made to modify the existing zoning to allow apartments to be constructed to
accommodate the proposed development. The development is projected to consist of
210 apartment units to be housed in six buildings. The project is expected to be
completed by 2013.
The purpose of this [IA is to determine if the traffic volumes expected to be
generated by this proposed development will have significant impacts on traffic
operations in the area. This TIA includes a trip generation analysis, projected site trip
distribution and a capacity analysis for existing and both 2019"No-Build"and
"Build"conditions within a pre-established study area.
1.2 Study Area
Prior to beginning this TIA a study area consisting of three intersections was defined
and agreed upon by the City of Roanoke. AM and PM peak hour turning movement
traffic counts,geometrical data, signal timings and other pertinent information were
obtained for the existing intersections. The study intersections are as follows:
1. Route 220(Franklin Road SW)and Old Rocky Mount Rd.
2. Route 220 and Pheasant Ridge Road
3. Route 220 and Valley Ave./Southern Hills Dr.
Figure 1 shows the study area and the location of the proposed development. The
current site plan, in Appendix E, shows one full access driveway for the development
accessible off of Pheasant Ridge Road.
2. Data Collection
2.1 Turning Movement Traffic Counts
Turning movement traffic counts for the study area were conducted on Thursday
January 12,2012 during expected peak periods of travel which included the hours of
7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. Existing peak hour traffic volumes
are shown in Figure 2.
Data at each intersection was collected by Peggy Malone and Associates.
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Project Location
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ROANOKE COUNTY
Pik Pheasant Ridge
Traffic Impact Analysis
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Peak Hour Traffic Volumes
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XXX AM Peak Hour Volumes
\ XXX PM Peak Hour Volumes
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•
A="COM
3. Data Interpretation
3.1 Peak Hour/Peak Hour Factor
From the traffic data collection on Thursday January 12, 2012 the morning and
evening peak hours of travel (AM/PM Peak Hours)were determined for each of the
intersections. The AM peak hour in the study area was found to occur between 7:15-
8:15 AM and the PM peak hour occurs between 4:45-5:45 PM. The peak hour factors
were also calculated for every approach at each intersection. These peak hour
volumes served as base values for forecasting future"No Build" and`Build"
conditions. All peak hour count data is displayed in Appendix A.
3.2 Background Growth/Projected 2019"No Build"Volumes
A design year of 2019(2013 build date plus 6 years)was assumed for this study.
Historical volume data for Route 220 in the site vicinity shows negative growth from
2006 to 2010, but to be conservative a 0.5%growth rate was assumed for all roads.
Planned background developments in the study area were also considered. The South
Peak(formerly Slate Hill)development north of the study area,a Bojangles at the Old
Rocky Mount Road/Route 220 intersection,the Clearbrook Lane development south
of the study area, and the Old Heritage Development on Crossbow Circle were
identified as developments that are expected to impact traffic volumes on Route 220
through the study area. Traffic Impact Studies completed for these key developments
were consulted in order to incorporate new vehicle trips projected along Route 220
through the study intersections.
The 0.5%growth rate was compounded over six years and background traffic
associated with the aforementioned developments was added to existing count data to
generate projections for 2019"No Build"volumes. The Food Lion grocery store on
Route 220 between Pheasant Ridge Road and Old Rocky Mount Road in the study
area closed after traffic data was collected, but traffic volumes were not reduced in
order to reflect the potential for redevelopment of a similar magnitude. Projected
2019"No Build"volumes are shown in Figure 3.
3.3 Trips Generated from Pheasant Ridge Apartments
A trip generation analysis was performed for the proposed Pheasant Ridge
Apartments with the goal of forecasting the number of additional trips that the new
development would route through the intersections included within the study area.
Using the ITE Trip Generation Manual, Am Edition, trips were calculated for both
AM and PM peak hours for the proposed land use. The current site plan for the
development includes 210 dwelling units(du)of apartments. The land use of
Apartment(ITE Land Use Code 220)was utilized for trip generation. If the land use
AECOM
changes,additional study should be performed to determine if the development is
projected to generate a higher number of trips.
Tables l and 2 present the forecast of total trips expected to be generated during the
AM and PM peak hours for the proposed land use.
Table 1—AM Peak Hour Tri Generation
Size of Land Trips Entering Entering Exiting Exiting
Projected Use Facility Use Generated
Percentage Volume Percentage Volume
(DU) (Rate)
Apartment 210 220 0. 20%20% 21 80% 86
Table 2—PM Peak Hour Tri Generation
Size of Trips
Land Entering Entering Exiting Exiting
Projected Use Facility Use Generated
Percentage Volume Percentage Volume
(DU) (Rate)
Apartment 210 220 0. 65%65% 85 35% 46
Due to the residential nature of the land use proposed for the development there were
no trip reduction considerations for AM and PM trips.
3.4 Trip Distribution
After calculating the number of entering and exiting trips expected to be generated by
the development during the peak hour travel periods,trip distribution factors were
then projected for turning movements at each intersection within the study area.
These factors were determined based on existing traffic tendencies observed in the
field as well as taking into consideration location of site access and the routes drivers
would likely be expected to use when entering or exiting Pheasant Ridge Apartments.
Based on the projected location of the single access point,all site traffic is expected to
access the site via Pheasant Ridge Road which dead ends just north of the proposed
development. Therefore all site traffic is also expected to travel through the
intersection of Route 220 with Pheasant Ridge Road. Trip distribution percentages
were determined for entering and exiting site traffic during the AM and PM peak
hours.
The projected trip distribution percentage is shown graphically on Figure 4. The trip
distribution was applied to the total site traffic projected to be generated by the
development in order to determine new turning movements approaching and
departing from the development after completion. These projected site trips are
shown in Figure 5.
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heasant Ridge
2--) Traffic Impact Analysis
'9 Figure 3: 2019 No Build AM and PM
Peak Hour Traffic Volumes
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o Traffic Impact Analysis
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4 am Entering Percentages
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■ Traffic Impact Analysis
Figure 5: Projected Site Trips
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XXX AM Projected Trips
XXX PM Projected Trips
0
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A_'COM
4. 2019 "Build" Conditions
4.1 Existing Conditions+ Background Growth+Trips Generated
The 2019 peak hour"Build"condition traffic volumes were calculated for each
movement of all three intersections by beginning with 2019"No Build"volumes and
applying the trip distribution to the results from the trip generation analysis to project
site traffic. 2019"Build"condition volumes are shown in Figure 6.
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0 69 a� Traffic Impact Analysis
N '.;.fr Figure 6: Design Year 2019 Build
/7---- AM and PM Peak Hour Traffic Volumes
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\
XXX PM Peak Hour Volumes
/ 400 0 400
!Feet
AECOM
5. Capacity Analysis
5.1-Capacity Analysis Overview
Using the Synchro 8.0 and SimTraffic software, a traffic model for the study area was
prepared based on the geometrical layout of the study area intersections and signal
timings obtained from VDOT. Capacity analyses were then performed for the study
area to determine delays,queuing and Level of Service during the AM and PM peak
hours for 2013 Existing conditions, 2019 "No Build"conditions,and 2019"Build"
conditions.
Level of Service(LOS) is a qualitative representation of traffic operating conditions
between LOS A and LOS F that considers stability of flow, driver comfort,delays
and other factors. LOS A represents free flow conditions and LOS F represents
extreme congestion and conditions where demand exceeds capacity. In urban areas
such as this, LOS D is typically considered to be the threshold for acceptable traffic
operations. Any impacts associated with the Pheasant Ridge development that would
cause a lane group to deteriorate to LOS E or F may warrant mitigation.
In addition to Synchro analysis,ten randomly seeded SimTraffic microsimulations
were performed for the study network. SimTraffic accounts for the interaction
between adjacent intersections and can generate results that better reflect the
functionality of a signalized intersection corridor as featured in this study. SimTraffic
generates LOS and delay projections, and is also able to record and report maximum
queues observed during a simulation period for each lane group. The Maximum
Queue reported by a calibrated microsimulation model is often a more accurate
reflection of field conditions in comparison to Synchro's 95'" percentile queue.
The capacity analysis results reported in this study will reflect LOS and delay as
generated by Synchro and the average of the maximum queue recorded by
SimTraffic. Ultimately, comparisons between the capacity analyses were drawn from
intersection delays, LOS and queuing lengths to determine the impacts the Pheasant
Ridge development will be expected to have on traffic operations of the previously
defined study intersections.
5.2 -Existing 2013 Conditions
Synchro and SimTraffic reports for 2013 existing conditions are included in
Appendix B. For each lane group,the LOS, delay and SimTraffic maximum queues
from 10 simulations under existing conditions are summarized in Table 3.
The intersection of Route 220 and Pheasant Ridge Road is currently operating at LOS
E during the AM peak. All other intersections are currently operating at an overall
LOS D or better during both peak periods. During the AM and PM peak hour there
are a number of movements which operate at LOS E or below under existing
conditions.
/ECM
Table 3-Existing 2013 Conditions: Capacity Analysis Results
2013 Existing Levels of Service,Delays& Queues
Intersection Control Movement Level of Service Delay(s) Max Queue(ft)
AM PM AM PM AM PM
WB(LT) E E 74.6 65.1 50 __ 74
Route 220& WB(RT) C B 23.3 18.7 147 72
Old Rocky NB(TH) B B 17.5 11.7 388 243
Mount Rd Signalized NB(RT) A A _ 6.0 2.5 _ - 29
SB(TH) A A 2.9 6.8 195 289
SB(LT) B A 11.0 7.2 119 176
EB(LT) F F 1153 95.4 195 159
EB(TH/RT) F E 101.9 72.6 118 _ 138
WB(LT) F F 113.2 155.9 80 328
Route 220& WB(TH/RT) D F 35.5 89.8 138 221
Pheasant Signalized NB(LT) F F 104.9 90.2 170 208
Ridge Rd NB(TH) F D 102.2 35.9 878 482
NB(RT) B A 10.7 3.5 76 49
SB (LT) F F 102.0 89.2 357 670
SB(TH) B D 13.7 37.0 317 859
SB(RT) A A 2.6 8.5 88 250
EB(LT) F F 88.6 95.3 93 127
EB(LT/TH) F F 88.6 93.7 19 96
EB(RT) A A 0.6 2.5 32 59
WB(LT/TH) F F 92.3 138.9 162 197
Route 220& WB(RT) B A 19.6 9.3 151 66
Valley Ave Signalized _ NB(LT) F F 85.8 86.3 319 199
NB(TH) C B 29.1 16.6 845 529
NB(RT) A A 3.6 1.7 449 201
SB(LT) F F 87.9 86.8 113 276
SB(TH) B C 13.6 27.2 277 585
SB(RT) A A 2.4 1.8 45 300
F-Existing LOS E or below
A=COM
S.3 -Forecasted 2019"No Build"Conditions
Synchro and SimTraffc reports for 2019"No Build" conditions are included in
Appendix C. The LOS, delay and maximum queues for each lane group under"No
Build"conditions are summarized below in Table 4.
With two exceptions, all lane groups operating at LOS D or better under existing
conditions are projected to continue operating effectively under"No-Build"
conditions. The southbound Route 220 approach of the intersection of Route 220 and
Pheasant Ridge Road is projected to deteriorate to LOS E during the PM peak hour
and the westbound Pheasant Ridge Road approach to Route 220 is projected to
deteriorate to LOS E during the AM peak
Table 4-No Build Conditions: Capacity Analysis Results
2019`No-Build' Levels of Service,Delays&Queues
Intersection Control Movement Level of Service Delay(s) Max Queue(ft)
AM PM AM PM AM PM
WB(LT) F E 92.0 72.7 133 138
Route 220& WB(RT) C B 23.1 16.1 308 104
Old Rocky NB(TFI) C B 27.3 14.3 847 338
Mount Rd Signalized NB(RT) A A 7.5 4.0 179 30
SB(TH) A B 4.6 10.2 314 408
SB(LT) C B 28.9 15.3 78 260
EB(LT) F F 119.8 113.4 208 202
EB(TH/RT) F F 105.5 91.1 139 173
WB(LT) F F 108.6 180.9 87 353
Route 220& WB(TH/R'I') E F 72.4 102.1 164 237
Pheasant Signalized NB(LT) F F 108.7 98.6 174 278
Ridge Rd NB(TH) F D 138.4 42.6 940 601
NB(RT) B A 12.0 3.5 588 66
SB(LT) F F 105.3 90.5 435 750
SB(TH) B E 15.8 60.8 396 1149
SB(RT) A B 4.8 11.7 181 250
_ EB(LT) F F 90.9 112.2 108 152
EB(LT/TH) F F 91.6 111.4 43 125
EB(RT) A D 3.8 38.5 58 250
WB (LT/TH) F F 94.0 174.8 140 194
Route 220& WB (RT) B B 19.6 10.3 134 90
Valley Ave Signalized NB(LT) F F 97.8 133.2 449 424
NB(TH) D B 39.3 17.4 896 _ 690
NB(RT) A A 4.1 1.7 450 239
SB(LT) F F 88.8 92.0 141 298
SB(TM) B D 18.7 _ 42.1 362 1372
SB(RT) A A 3.6 3.5 74 300
F-"No Build" LOS E or below
AECOM
S.4-Forecasted 2019"Build"Conditions
Synchro and SimTraffic reports for 2019"Build"conditions are included in
Appendix D. The LOS, delay and maximum queues for each lane group under
"Build"conditions are summarized below in Table 5.
All lane groups at LOS D or above for"No-Build" conditions are projected to remain
as such.
Table 5-Build Conditions: Capacity Analysis Results
2019`Build' Levels of Service,Delays&Queues
Intersection Control Movement Level of Service Delay(s) Max Queue(ft)
AM PM AM PM AM PM
WB(LT) F E 92.0 73.3 149 109 _
Route 220& WB(RT) C B 23.0 16.2 354 [05
Old Rocky Signalized NB(TH) C B 27.5 14.4 852 327
Mount Rd NB(RT) A A 7.2 3.9 150 30
SB(TH) A B 4.7 10.4 281 482
SB(LT) C B 28.9 16.7 78 263
EB(LT) F F 127.1 122.0 263 202
EB(TH/RT) F F 110.7 98.0 154 210
WB(LT) F F 117.1 229.4 149 508
Route 220 & WB(TH/RT) E F 72.5 136.1 279 355
Pheasant Signalized NB(LT) F F 112.3 105.6 168 298
Ridge Rd NB(TH) F D 164.7 50.0 936 671
NB(RT) B A 13.7 7.5 675 77
SB(LT) F F 108.8 _ 90.2 428 750
SB(TH) B E 17.3 55.4 377 1076
SB(RT) A B 4.9 11.0 207 250
EB(LT) F _ F 90.9 112.2 119 146
EB(LT/TH) F F 91.6 111.4 43 107
EB(RT) A D 3.8 39.1 66 225
WB(LT/TII) F F 94.0 174.8 138 199
Route 220& WB(RT) B B 19.6 10.3 139 81
Valley Ave Signalized NB(LT) F F 97.8 133.2 448 407
NB(TH) D B 48.4 17.8 787 761
NB(RT) A A 4.2 1.7 450 325
SB(LT) F F 88.8 92.0 128 299
SB(TH) B D 18.8 48.2 339 1505
SB(RT) A A 3.7 3.5 77 300
AZCOM
5.5 -Pheasant Ridge Development Traffic Impacts
With multiple lane groups operating at LOS E or below in "No-Build"conditions the
additional traffic that would be generated by the proposed development makes a
minimal impact. All lane groups at LOS D or above for"No-Build"conditions are
projected to remain as such. Therefore, it is projected that new traffic generated by
the proposed development will not significantly impact traffic operations in the study
area during either of the studied peak periods.
6. Findings and Recommendations
Traffic operational analysis for the`Build"condition after development of the
Pheasant Ridge site indicates that no lane groups in the study area,which are
projected to operate at LOS D or better during"No-Build"condition, are expected to
deteriorate below an acceptable LOS D. Therefore,development of this site is not
expected to impact traffic operations in the study area in the 2019 design year. While
several lane groups currently operate at LOS E or worse and are projected to operate
poorly in the future, with optimization of signal timings the operation of the network
is expected to be improved.
No geometric improvements are recommended in association with Pheasant Ridge
Apartments. Should a significant change occur to the scope of the development or the
site plan, it is recommended that any changes be accounted for with additional traffic
analysis to verify that no mitigation is required.
7. Appendices
The appendices attached with this report include:
Appendix A—2012 Peak Hour Traffic Volumes
Appendix B—2013 Existing Conditions Capacity Analysis
Appendix C--2019"No Build"Conditions Capacity Analysis
Appendix D-2019"Build"Conditions Capacity Analysis
Appendix E—Conceptual Site Plan
AECOM
Appendix A
2012 Peak Hour Traffic Volumes
Malone c F ociates inc.
WEEKLY SUMMARY Page: 1
Starting:l/12/2012
Site Ref: Site A File: 00112003.pin
000014661 Info: 12-005 TO/RS n
Lon,
Site 220, btw Valley S Crossbow UPS: 37.22490 79.96921
Direction: NORTH
TIME MON TUE WED T:HU 4RI SAT SUN WK COT WK AVG
12
Lane 1 am. pm am pm am pm am Pm am pm am pm am pm am pm am pm
00:15 19 256 19 256 19 256
00:30 26 312 26 312 26 312
00:45 33 312 33 312 33 312
01:00 21 280 21 280 21 280
01:15 20 292 20 292 20 292
01:30 29 298 29 298 29 298
01:45 267 17 207 17 287
02:00 17 257 17 257 17 257
02:15 13 278 13 270 13 278
02:30 21 301 21 301 2i 301
02145 15 272 15 272 15 272
03:00 35 301 35 301 35 301
O 3:15 16 272 16 272 16 272
03:30 27 296 27 275 27 276
O 3:45 31 277 31 277 31 277
O 4,00 12 216 32 216 32 216
04:30 31 316 31 316 31 316
04:30 36 262 36 262 36 262
04:45 47 329 47 329 47 329
05:00 62 290 65 331 65 231
05:36 62 331 62 331 62 239
05:30 105 315 105 299 105 315
0500 145 315 136 315 145 315
06:00 164 347 145 347 145 286
06:30 269 286 164 265 164 286
06:30 269 265 269 265 269 265
06:45 297 252 297 252 297 201
07:00 315 201 315 107 315 201
07:15 304 187 304 110 304 210
07:45 471 210 47 7 166 472 210
07:45 472 148 472 166 472 166
08:00 494 148 494 148 494 153
08:15 467 116 467 153 467 153
08:30 339 197 339 116 385 116
09:00 339 97 339 97 339 97
09:00 353 109 353 109 279 109
09:15 379 86 279 86 279 86
09:45 371 108 371 101 371 101
09:45 278 88 278 88 253 58
10:15 253 59 253 59 253 59
10:15 236 81 236 81 236 Si
10045 254 62 254 68 254 68
11:00 291 62 291 62 291 62
11:00 267 50 267 50 267 50
11:15 255 61 255 61 255 44
11:45 254 44 254 44 254 44
11:45 302 31 302 39 325 39
22.00 325 31 325 31 325 31
TOTALS 0 0 0 18556 0 0 0 18556 18556
AM Times 7:30 7:30 7:30
AM Peaks 1830 1630 1830
PM Times 17:15 17:15 17:15
PM Peaks 1292 1292 1292
Malone & Associates Inc.
WEEKLY SUMMARY Page; 1
Starting:1/12/2012
Site Ref: Site A File: D0112002.pon
Site ID: 000000010742 Info: 12-005 TO/RS Min
Lcc: Rt. 220, btw Valley & Crossbow GPM 37.22490 79.96921
Direction: SOUTH
TIME MON TUE WED THU FRI SAT SUN WE TOT WK AVG
12
Lane I am pm am pm am pal am pm am pm am pm art. pm am pm pm
00:15 56 288 56 288 56 288
00:30 30 294 30 294 30 294
00:45 28 305 28 305 28 305
01:00 23 309 23 309 23 309
01:15 33 320 33 320 33 320
01:30 22 299 22 299 22 299
01:45 19 302 19 302 19 302
02:00 17 323 17 323 17 323
02:15 26 301 26 301 26 301
02:30 22 315 22 315 22 315
02:45 26 323 26 323 26 323
03:00 20 327 20 327 20 327
03:15 28 364 28 364 28 364
03:30 26 389 26 389 26 389
03:45 20 368 20 368 20 368
04:00 10 408 10 408 10 408
04:15 23 396 23 396 23 396
04:30 25 451 25 451 25 451
04:45 33 431 33 431 33 431
05:00 22 488 22 488 22 488
05:15 24 497 34 497 34 497
05:30 35 506 35 506 35 506
05:45 47 470 47 470 47 470
06:00 65 383 65 383 65 383
06:15 70 346 70 346 70 346
06:30 106 302 106 302 106 302
06:45 113 285 113 285 113 285
07:00 118 305 118 305 118 305
07:15 159 267 159 267 159 267
07:30 219 260 219 260 219 260
07:45 239 226 239 226 239 226
08:00 286 244 206 244 286 244
OB:15 248 194 248 194 248 194
08:30 205 178 205 178 205 178
08;45 224 176 224 176 224 176
09:00 20/ 163 207 163 207 163
09:15 201 162 201 162 201 162
09:30 205 165 205 165 205 165
09:45 196 118 196 118 196 118
10:00 199 143 199 143 199 143
10:15 212 212
10:30 213 05 213 85 213 85
10:45 212 86 212 86 212 86
11:00 237 70 237 70 237 70
11:15 244 69 244 69 244 69
11:30 248 74 245 74 248 74
11:45 241 68 241 60 241 68
12:00 236 56 236 56 236 56
TOTALS 0 0 0 18521 0 0 0 18521 18521
AM Times 7:32 7:30 7:30
AM Peaks 992 992 992
PM Times 17:00 17:00 17:00
PM Peaks 1961 1961 1961
Peggy Malone and Associates, Inc.
(888) 247-8602
Ale Name : Site 3-Rt. 220 and Valley Ave. AM
Site Code :
Start Date : 1/12/2012
Page No : 1
__ Groups Printed-Vehicles
- Route 220 Valley Ave. Route 20 Valley Ave I.
• Southbound Westbound Nortb untl Eas% untl
Start Time' Lei I live I.cfl Peds nn Lod Right 77 96 cep Lei LOA The Le I feeds I ne,--- Right 1 1 Pc_ mrwl 65.1
67'00 AM 5 IIJ 0 123 9 0 262 I 1 446
07:15 A.74 189 3 0 210 11 1 12 0 24 26 368 399 1 0 6 639
07:10 AM 15 III 10 0 236 24 1 II 0 42 28 482 0 517
2 0 7 822
07'45 4 220 6 0 809. 22 2 7 1 29! 29 490 0 725 2 0 2
f ul 9 734 _.- 13 822
26 0 809 66 5 57 139 94 Ifi22 2 0 124> - 5 I 2 28 2709
07.00 AM 12 177 14 203 11 0 18 0 31 0 458 0 699
98-.15■ 1 10 157 8 175 U 334 ) 18 579
08730 AM 169 I6 201 0 6 0 21 298 335 0 12 569
14 2tl 0 I
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08 SM1 14 151 lI i 23 . . . .. . 267 311 2 I I 16 576
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Total%' 19 27.7 1.6 30.8 25 0.1 2 0 69 ).5 58.3 L 0 629 pS 0.1 L 16
Routs 220
Southbound-- Valley Ave
Westbound I Route 220
Northbound V IeY Ave.
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C—ivi-
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07118 AM 18 189 3 210 6
8A 639
0130AM LI 211 19 249, 24 p 482 0 802
26 5 ]99
01N5 AM' 270 9 22 0 I9 44 27 490 6 525 0 699
II 6 7
0 2 II I3
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38A Vewnw 89.7 36 A9 - ro _ ._ 66 l 8 -..1993
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nApp.Talal 6] 69] 4 496 00 46.8 25 4 5.8 93 1.2 14 818 0
PIIF - -- SPo 868 25 -tl0 - n25 -filfi -.tiUU 6)5
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 3-Rt. 220 and Valley Ave.AM
Site Code :
Start Date : 1/12/2012
Page No : 1
Groups Printed..Tgob
Route IIO Valley Ave. Route 220 Valley Aye.
Southbound Westbound Northbound Eastbound
Start ime p'ph ,M,I Left' Pcd u 0.w Tlm1 Pod r • RV T , Ia ... 0.m Thal— I20I Pm 177 7001
07.00
19 I 2I 0 0 0 3 9 0 0 30
07;15AM 15 0 16 0 I 0 22 1 23 0 0 1 q1
079 M 0A 0 20 0 20 0 0 V 1 18 0 0 1 , 39
07:45 AM 25 0 26 1 2 12 0 14 0 0 0
Total 79 L "--... 83 I 42
2 59 2 63 0 0 T 152
0800 AM 39 41 0 1 0 24 0 24 0
0815 AM, 30 30 24 25 0 0 l 58
PAR 0
AM 31 34 A 0 0 0 26 0 23 0 0 0 57
8: AM _ 0 0 26 0 26 0 62
ToUI --I1934 - 100 -- - 0 Et
0 91 I 98 1 0 -q' E44
Grand Total 213 223 0 41 2 156 3 161 0 8 3%
Apprvh% 3. 955 10 IE 969 1.9 87.
Total 1. 5333 0 563 0 1 : 03 39.4 033 402, 103
Raul.220-- - - i Valley Ave. Route 220 Valley Ave.
Southbound • _ Westbound Northbound Eastbound
Stan 13010_1 Poll wr 13010_1 From IAO AM a01 0 _ H6 Podv any n1a Thal�.le dv An Tw tent Tpry led' PN
Peak How for Enart Wnaaliot Mbn Sat 08..00 AM 1
62
oel�5 AM'I 2 39 I 0! 0 24 1 24 i 0 o 58
08:30 AM', 2 ll 0 23 0 2l 0 0
0 2
0045 AM _ 0 34 35. 0 0 0 0 0 0 57
ld
0 0 97 0 26 0 0 0 62
Total I. 140 E 0 98
Volume 2 0 97 0 ) 41.. 264
pp_Twa I 2 95.7 F : 100 0 0 W 1 25 0 Is 0
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Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 3-Rt. 220 and Valley Ave. AM
Site Code :
Start Date : 1/12/2012
Page No : 1
Groups Printed-.Vehicles.Trucks
i
Route 220 _-_ -Valley ------ Route EaryAye.
R Ithb d Westbound un d Eastbound
Start Time Rge . reds n. e. R9� ieN e0 .n r.. RBn 20 e l Le Ma; mes p
m
Op. raw
0105 AM
9 133 5 0 246 9 9 0 25 II 290 4i2 0 6 0 5 680
07'35 AM 19 204 3 0 256 23 12 0 25 26 390 422 0 6 0 7 680
07.30 AM 12 245 10 0 256 24 0 ii 499 539 0 7 0 4 864 22
0]95AM 245 9 0 762 23 19 45 91 502 539 0 26 0
12 1 14 864
TOW 5 52 813 h 0 092 68 57 I IJI 96 [621 2 1806 1 26 0 32 2861
8 00 AM 4 316 0 19 18 450 482 0 766
08:I5AM 0 107 19 205 14 I3 32 358 9 383 21 637
08.10 AM 6 100 0 235 14 8 3l 16 358 12 626
g 0
313 3 0
OB45 AM i 4 785 14 0 293 64 ! 4 2 313 6 N 13 0 57 598
io,ell 4 SBB 55 0 895 64 46 113 l 82 1492 36 1560' ] 46 0 57 2627
Good 1 6 1601 82 0 1789 1 132 103 244 I 178 3113 65 3366 09 5108
pech%i 9 895 4.6 0 59.1 2. J22 0. 33 928 I9
M u5 5 809
T ulas I 9 E3 59 0 fi M 0. 3 2 1 2967 13 105 LL __.166 181_
ryeles % 187--- 118
9 0 fi' 103 84 7 63 952 5092
%V ru s' 9 9 86 9 _ 0 3 9T 10 100 10 9B4 989 156 953 982 i 91_ 0_9 7 3. 91 Y28 95
T00% — 2ll 0 8 0
%.TUeA 6.6 13 4.] 0 VS 3 0 1.6 LI 5 96 9�0� 8 97 9 ]6
Route 220 Valley Ave - -- Robb 220 Valley Ave.
Southbound Westbound Northbound Eastbound _
Sian Pan How Mmo i_30i 6 reds not Right; Thry 0 rods nn e. Ri5hl inn 1 . LeO n rm_ iW lea Puts gi iwl
Pak Ilour for Enlmre/mammon BuVns at 07 1 AM
0715AM 19 204 3 226 13 1 12 0 25 26 390 0 422 0 6 0 7 630
07 30A 07 30AM 15 231 10 2561 24 1 17 0 42 28 499 0 535 0 7 0 8 841
0745AM 12 245 9 ma I 21 t9 31 502 0 539 0 0 864
08 WAM 14 _ 18 0
2 45 13
6 34 14 0 3 50 0 402 0 7 0 566
34 MVeNme 60 896 .6 992 ]] 9 66 ( [44 3_ .�1_ - 2 0 1978 0 5 0 32 -II SI
App.Total 36 50] 52 94.1 0 06.3
°/. 6 W) 2B 07 1. 1] 0 0
2fa 9m 9� 99 WO 9 7' 6J NO 661 � 912
PIIF� ]09 9 4 fit) pN 992 ]60 SW 8 Aa fCp 657
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 3-Rt. 220 and Valley Ave. PM
Site Code :
Start Date : 1/12/2012
Page No : 1
Groups Printed.Sonic/es
- -o
Route 220 Valley Route 20 ! Valley Ave.
8 IM1bountl Westbound J Northb
tt tl _ EaalbouM
M
start„we glpy =0 Bight Sim m PS Inn. 1 � ' i6m le w 0y, SRI 7S f d(
0400 PM 19 368 II 393 W 36 8 275 0 296 3 30 39 764
04:15 PM 23 392 430
5 430 1 IB 32 226 0 240 1 1 32 7ES
04.30 PM 397 2 I6 16 ]4 6 272 0 279 5 32 I 782
19
4 ]9 433 p
04195 PM 3 458 6 76 4 26 35 35 037 0 279 6 _ 16 261 816
Total 44 )24a 85 ) 5 1010 I 0 1W8 I SaY 12071- 1087
0500PM 451 10 477 10 30 50' IS 292 I 0 310 1 15 IL 866
05:15 PM 468 5 483. 6 35 46 266 I 283 14 24 036
05:30 PM 445 7 27 39 213 0 290 2 011
7 467 E 3
aI 77
4 5
OStlSPM 850 5 _ 360 14 I 289 0 315 3 8 _ 740
T u1- W I]IP 17 -- 95 Al 1 IIS O _ 48 1132 2 -1206' 26 0
]25)
„and Total 1 127 3319 7 I 3527 81 2 44 200 312 1 83 2162 5 1 2304 123 197 6340
Appp¢M1%. 3.6 94,4 2 27.9 64.1 3b 9)8 2. 0 22.3 27 65
Taal%• 2 52.5 1.1 536 Id 0. 32 49 1) )41 0 0 363 . 0.7 04 0 l.1
Route 22b Valley Ave. Route 220 Valley Ave.
18 Southbound V,6 iA Westbound Northbound _ a Eastbound
R Peas 1.emx
0
Ptak Hour rm tm4eplLI 458 Le 05.45 a 04:4 r
04:45 PM 2 458 6 t 476 7 2 26 0 15 16 257 6 0 279 816
05.00 PM 16 451 IO 477 6 4 30 58 NE 5 866
05'.15 PM IC 460 5 483 6 5 35 46 260 II 281 14 4I 836
1 0 1
5 p I 2
1
JS.o M $ 445 7 7 5 27 0 1 273 _ 0 290 4 5` 811
Total Volume 53 1822 35 903. 36 16 118 0 70 53 I990 21 I 1170 ) 86 J9 13M
Spy:Total 20 9 ] _ 2L2 9 694 0 2
9)2 E 0 1 Sl
I B38 Sbl- ,9]0 04)
D]Y -850 8]8 93)- 5 250 930- 15 54 a66 - 00 pt)- ,951
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 3-Rt. 220 and Valley Ave. PM
Site Code :
Start Date : 1/12/2012
Page No : 1
Groups Printed-Trucks _
Route 220 Valley Ave. Route 220 Valle Ave.
Southbound Westbound Northbound Eat and
5 nT' cy avP I Tint 1 rd .A..,. Rign >u reds�i .T TV In. L.n TR.
art nxva6 1 v.m L . 36
0115PM I 25 r0 25 0 0 0 0 0 I 16 0 0 19 0 0 0 44
04:30PM 25 25 0 0 0 29 19 0 0 0 0 44
0445 PM 20 0 19 0 0 0 0 0 26 0 0 0 0 45
0 0
0 25 i
M>s PM 20 0 21 0 0 0 0 0 II 0 0 0 0 0 0l 42
T0491 --_. Si 51 I 83
0 0 82_..
I HI I 0 82 0 0 0 I i lb]
05:00 PM 22 0 21 0 0 0 18 0 0 0 40
05:15 PM 18 0 34
0590PM 17 0 17 0 I 18 0 15 0 36
0 0 0
05:15 PM 9 0 0 0
0 9 I 0 1
7. 0 0 2) 0 0 4
rout 62 I 52 77 0 3 0 0 bl - 0 0 10
Grand Total 443 2 146. 1 0 4 158 1 0 1591 0 I 310
Apprch9. 97.9 1.4 5 2 25 0 99 06 0
Pout%i 0. 46.1 06 47.1 0, 0. 03 0 I7 51 0.3 0 51.3 0. 0 03
Route 220 Valley Ave. Route 220 Valley Ave. 1
Sun 7img IVA nn.Sou1hbound Westbound N rthh Ea sthourz1
_
0 Nds nw Taal rbot TM1n La P M r, 510 Tdd Right T n.V Len d r p,T I RzM1 c0 I Psis 1 App.T0A 1uT..1_
Me 'ormm
ort
Peak Hour for Entire In rs Begins a
Begi 04.1 PM
04'15 PM 2.5 0 25 0 0 0 0 N 0 I9 0 0 I 0 44
01;30 PM 19 0 19 0 0 25 0 0 45
04:45 PM 20 0 21 0 0 0 21 0 42
0 0 0
II 0 0
03;00 PM 81 0 ll 0
0 0 0 15 0 84 0 0 0 40
TOW ume 89 0 27 I 0 0 0 0 B) 0 A41 0 0 0- _.]I_
A App Total
NIP 5 989 0 0 0 0 985 I. 0 0 0
Ilk� 35 560 WO pp 80 0.'0--.W WO W0- WO N0 850 .11 WO BOB�___-0a0 coo W0 WO WO .950
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 3-Rt. 220 and Valley Ave. PM
Site Code :
Start Date : 1/12/2012
Page No : 1
G/oups Printed-Vehis Ia,•Trucks
220 Valley Ara - - Route 220 Valley Ave.
SouIhbountl Westbound Northbound Eastbound
Left 511 O11 ' MAN L 'rod R TAV La PO Stoat O[OO PM I X14 385 I2 W,'-Te ".. nm 1800°�
a ten. Pad
3 8 245 9 0 3 39 800
04:30PM 23 417 IS 455 32 245 9 0 12 769
25 312
II
IB 5 E39 19
04:30 PM II 416 0 452• 16 26 34 6 297 6 0 309 5 22 26 827
04:45 IMO 1] 478 0 91 l 26 3 16 278 6 0 300 6 16 21 858
Tout' 74 1696 45 IRIS 45 9s - j 1180 83 - 121 —325a
n ue 35 1iii 14 0 1e61 1 Is
05:00 PM 16 473 I 0 499 16 30 50 I 15 110 II 0 336 I IS 906
05:15PM 10 482 0 493 7 55 47 II 236 I 301 11 4 1 870
O5J0PM IS 462 7 27 40 I II 291 0 308 1 4 15 I 847
0545oM 13 359 0 )8 44 26 5 4I 322 5 0 3881 ___
8 l 1 ]7)
Total. 54 I776 2 0 858 44 I 1:6 ]P 75 ( 1)8)� - JL Il AS6
48 I2W 2 1
Gm6 Total I 123 3472 9 7673 89 2 201 316 83 2320 59 I 2463 5 2 119 6650
Apprch )9 94.5 28,2 8 6)6 14 941 1A 0
Total RS 19 522 I. 527 87 0 3 42 2 162 58 0 04 0_ 0_ 19 3
Vee01n 1 992 A29 ] )S96 87 2 100 312 83 95.2 197 6340
58 I 2304---W 128 2
%Vtllialo" 99I 9143 9]. 46 9].2 96 99I 98.7 100 9]3 98.3 100 93 59 100 I 0 99.2 99.5 95.3
T'wls l 4.1 146 ] __... 4 0 6i 3__. I 0 159 0 0 _--
%Trucks' 0.6 4.1 2 4 za ]. as u o 6e 17 0 6a 0 0 0.8
o.r 310
Valley Ave.
Route 220 Valley Route
9 Ibb ntl Westbound rll5 Northbound Eastbound
L)
RIO i8n 0 Pativ_2@ �. Tim• G nArm _ R86
PH Hour..mermen M 3OS:45tM14 or Mb ..W 14 74.4
Lc)
PeLL 0O4r(wEntirt 13 4i7n BCgiv u104:4 PM
0445 PM IJ 478 6 497 7 2 26 0 35 16 E78 6 6 16 904
05W PM 16 473 10 499 16 4 30 0 50 15 310 136 26. W6
05'.15 PM. 482 6 498 15 0 286 II 0 870
2 IS
05:30 PM 55 462 7 301 2 14 4,.
Total pp Volume 54 958 19 1773 37 27 0 0 1165 26 Sj IN]
_ I
18 - - 172 53 NS' 3 13 49 0
0
p .TOW 27 9(8 25 315 99 686 0 U 9)6 2 25 2]15
IF - Bf5 98J R3 WO 991 Sl8- ]� .841 -WO - - .591 35
� T.B 9W 936 x2 .766 —0.'0 837 9$1
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 2-Rt. 220 and Crossbow Circle AM
Site Code : 00003004
Start Date : 1/12/2012
Page No : 1
Groups PrInted.ymkles
Route 220 Pleasan Rose Route 20 Crossbow Circle
Southbound Westb end Northb and Eastbound
Start lune Rot, mu La I. Pet 696794 Rlem IDn Lel red n IDry Lv muv ,or Ta. Rg� Thn 404 Re 94 It Tool
07ODAM 2 103 130 0 19 0 290 108 0 2 [3 [5
07-15 M 3 171 24 208 6 15' 9 365 1]6 ) 31
07-JOAN 443 6 233 1 0 6 20 447 471 3 3 26 32 752
0795ot 6 83 256_ 42 ] 0 I 29 469 659 2 23 21 )6i 650
Total 616]] IBS 0E7 -------
40 9 I 60 66 579 1654 9 21 89 6�- '2657
08 00A 9 127 55 30 400 2 [7 23 688
0895 AM 145 33 25 339 I 5 22 28 573
0830AM I 19 1M 31 289 I 3 19 23 526
17 II
II 128 44 51 9 282 62 I 0 5 26 _ 21 322
I, 514 163 747 57 I 79 59 1298 927 4 315 90 124 2312
erne Total 1 63 1160 311 1574 93 I 1 139 125 2877 I 3016 13 55 174 240 4969
ATPmF% 4 233 22 3 fi9.2 7 25 954 0_ SA 2I.I Yt5
owIA 1.3 3).1 ].I 31 E 0. 20. 2 8 I 25 St9 0. f0] 0.) L1 ]5 08
Route 220 Pleasant Rose Routs 220 Crossbow Circle
Southbound Westbound NoMb d Eastbound
-E R m„ m PN.
Peek Mee_ 5 ; „ �,�. MALL Lea nT.._ Re Thou Pas AM Peak I;I Ta.r
Perk Hour for Ent re lntenrclon Beg mac 07 IS
0715 M 3 171 34 208 6 0 I6 9 365 376 4 3 21 0 n 630
07 30A 4 173 56 447 3 3 32
02 45 169 13 808
11 0 20 471 6 0
M 14 23 0 1 469 3 0 e.
M 9 127 55 191 55 0 30 24 400 425 2 38 23 0 3' 688
ms 30 2113 880 0 b 28]8"
SS App iIF 34 295 WI 38]]1 I
1 se 21 0 9 0, ]_ d66 6fWl _ 0 3
Afi 367 MU - 8)r _ 50 W BY25.
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 2-Rt. 220 and Crossbow Circle AM
Site Code : 00003004
Start Date : 1/12/2012
Page No : 1
Groups Printed-Truck.
Route 220 Plessen Rose Route 220 Crossbo Circle
Southbound Wntb and Northbound Eastb uM
Sian Time vlgn 1108 Left P.m Apc.T.I 3I84 rbm Lc cce Rub J15 0 0 am T20 R 3 06 Le I reds m.Ta2
0] AM 8 I 0 19 0 Pro 0 0 13 0 0 I3
09 15 AM 16 0 0 17 1 0 5 0 20 0 0
0710 AM 19 I 0 20 0 0 0 1 0 20 0 0 20. 0 9 48
0)aSANA 22 3 0 25 0 0 0 0 0 la 0 p 40 0 Total 75--- 0 8 I 0 6 L.__0 67 0 0 139
OS 5 0 0 65
MI AM 55 17 0 0 I 1 0 24 0 24 0 0 62
ems Am 0 3 0 25 0 25 0 0 59
0845M1 28 371 0 0 23 0 24 I 0 0 52
0
0 I
08:a5oM 29 33", 0 0 2 27 0 02 0 0 67
Total I--_._ z9 _.. 1v'— 3 99 oInz- a a, Sao-
0 0
Grand Total 1 295 2E4 I 0 II 1 166 0 169 0 0 394
Aprvh%1 0 95 3 3 54 9I 36. 0 1 998z 0
kW% 0. 518 59)I 1. O) 0 3.8 08 2.1 0 92.9 0 0.
Route 220 Pleasant Rose Route 220 Crossbow Circle
Southbound Westbound Northbound Eastbound
rear m o ' 30 tm es. .. L_n...
Peak Flour Ar.slyy, Right AM. Right _ _m Yu 1
Peak How roc Entice Intersection Bc,i,s5at 0800 AM
Ol
08 00 AM 0 35 3 a 37 0 I 0 I 0 24 0 0 24 0 9 0I 62
08:15 AM I 30 0 0 31 J 0 3 25 0 0 25 0 0 59
0830AM 0 23 0 0 2a o 0 0 0' 24 0 0
_.— 0 0 102 0 0 62
03 0 29 3 0 37 99 0 0 67
ypOTaal, 08 129 1.] 33 1 0 0 2 27 0 0 D 0
4 0 5 3 0 0 240
% Taal 08 97 S3 0 W 20 0 9 9.1 0
� Piff S50 fl6 3l5 LLb �3➢ U] )50 ,Mq --0 SS 91] Iq 02p e]9L
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 2-Rt. 220 and Crossbow Circle AM
Site Code : 00003004
Start Date : 1/12/2012
Page No : 1
croups Pdnted-Veh[c les-Trucks
- Route 220 Pleasant Rose Route 220 Crossbow Circle Southbound Westbound h+ Av n Eastbound
Starr Ric. R. rem L305218 I Taut e., .0.:. RPS 'rw. e Pal :ln,.Tool
07:011AM 2 21 26 0 149. II - 0 3 0 14 A 311 Northbound Ip3u 15.".
]91 0 2 24 15 672
07115 AM 4 87 0 225 8 0 10 385 0 196 3 24 32 672
34 0 20 9 4
0730 AM 6 92 57 0 253 12 0 0 20 467 6 513 3 3 II 32 843
07.45 AM 24 9 76 0 901 42 3 9 0 66 643 513 2 23 II 38 811
Total 24 93 0 908 41 5 19 0 66 66 1616 0 1721 9 33 RI 116 2811
MIN AM 1 9 62 57 0 228 25 I 4 0 31 24 424 0 449 2 17 23 42 3 750
08115 AM, 12 75 33 0 220 IO 5 5 0 352 0 366 5 22 18 632
0330 AM 1 9 72 211 13 5 0 19 312 0 324 3 19 23 1 578
1 0 II
I+
0245 AM 1 41 64 65 0 220 61 0 2 0 16 62 309 0 464' 0 5 90
31 1 592 61 73 166 0 ---AAO 61 7 6 0 62 1597 0 1464: 4 30 � 136 2552
Grand Total 65 164 159 0 1788 103 12 35 0 150 128 )043 1 3185: 13 53 174 240 5363
A202354 3.6 7 0 69.7 8 955 0 54 13.1 725
01 97 0
TouS'. 1.2 0 51 0 A) I7 0.2 0I 0 29' 35 677 0. 3016 0.3 I 174
Veh¢ksj 69 1160 E8 0 1578 97 91.7 .6 139 97.7 1899 1 ]016 00 MO 174 240 92.7 II 0
h✓.41x16' 969 85 97.8 0 18 942 91 I 88.6 0 9d7 973 94S Il9 91691 100_._100 100 100 294
inmks 1 204 8 0 2' 6 I 4 0 3 165 0 69 0 0 0 0• 394
%Trucks, 3.1 IS 23 0 13 58 83 IIJ 0 ]l 1 2„e 0 Sl 0 0 0 0 7]
Route 220 Pleasant Rose Route 320 Crossbow Circle '
Southbound westbound Northbound Eastbound
vrctoe r jh I .. 39A1. Mau 0 Pees; Am030 R86I Thn 423 a anrv_ Ric 0FNS mu. 1wTe•
Peak Peak Hour 6r Enure Ialmocuen Begunet0315 AMo
07.15AM 1 4 437 34 0 2251 5 2 10 0 20 9 355 2 0 396 4 2 24 0 31 I 672
0170 AM i 0 253 0 0 26 792
07:45 AM 1 76 0 281 433 0 648
1 II 0 e 16• 20 4 i91 • 3 ] 32
14 191 25 3 I 0 31 29 0 513 2 7 2l
l.6 lI 9 3] 57 228 25 2 4 0 l 26 424 0 43
AM 449 1] 42 0 8 3] 0 750
31 37 - 0 8+ 56 7 20 0 tll. tlE 0 Itl09 +
A�Te tali 3.1 2 22.7 0 673 eA 30 0 ]w 6 0 9T 0 6] S0�
4 951 Op 0 77 266 65.7 0
f11F -556 9) l] -W0 8+8 560 SPl SW WO -.6W 0 90 . 300 WO Y01 648 5�9 954 - W0 851 - ti0
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 2-Rt. 220 and Crossbow Circle PM
Site Code : 00003004
Start Date : 1/12/2012
Page No : 1
Groups Printed.Vehicles
Route 210 Pleasant Rose - Route 220
Crossbow C rot: 1
Southbound Westbound XoMb um Eastbound
Sian Tema' R;1 a 411 PhI R9hr R PM, :,„. 6 T4,n L Da 257 RX, T1w9 II m 1M 23
04:00 PM 19 ) 1 41 0 372 17,. . 8 10 046 0 257 1 9 12 0 25 1 R3 4 04,15 Phi' 19 384 61 0 464 16 14 25 0 55 8 171 0 180 10 19 0 15
04:30 PM 16 364 0 411 26 39 0 232 0 765
)e
41 E E1) 0 8 11 16
0445 PM 13 93E 59 0 569 22 12 43 _ I 4 190 0 204 ] 9 9 0 25 812
Total lI 1491 10E 0 1166 46 I51 I d
81 --- 2 9 819 1 0 - 873 30 39 56 0 115' M3.3
0590 PM 15 421 52 0 498 20 13 51 0 13 215 0 234 22 0 44 860
05:15 PM 20 453 56 0 529 20 15 34 0 69 II 221 0 2)91 I 1 ) 17 0 31 868
05730 PM 28 415 48 0 498 17 14 38 0 69. 15 219 0 238' 22 47 16 0 845
05.45 PM 1 31 326 40 915 1 24 4 33 0 66 55 909 0 266 6 7 73 0 26 755 0
Tour IW 1615 46 161 0 288 977 73 0 148 I3E8
196 0 1915 81 55 9W I 0 48 27
Grand Total Ill 3106 398 0 3681 1 162 92 313 1 99 1723 2 0 1850' 68 66 129 0 163 6361
Appall 42 844 108 0 16.2 55 0.l 93.1 1. 0 259 25.1 49 0
zae snT,
Taal eI 22 488 63 0 579' 25 Ip 49 0 891 L6 271 0. 0 29,11 1.1 1 2 0 LI
b Pleasant und Route
rt b22n Crossbow Circle Southbound W id. tl Northbound Eastbound
7
L Swabs Peak hour,wl,m From m 0545 PM !1 ieh_L lane 0 PNV•1n ma Male *ti✓', L ,m im. _R6 i6n LoR_. Pet mama
Peek Hour for Enure Intersection Begin et 044.PM
04:45 PM 18 432 59 M 509 I 23 12 43 I 13 11 159 3 0 9 21 I 812
05W PM 25 421 52 529 I 20 13 0 69 215 6 239 11 9 p 0 44 i MO
05:30 PM a 20 453 20 14 69 281 7 0 ll9 16 0 868 15 1
539
II
1
J PM I ID 18 021 1 17 6 0 to 0 15 0 0 915 3E 16 0 47 1 545
Total Volume 91 1721 1016 302I .3 54 66 5 20 0 915 45 e)., 3385
1 MO 50
Y A M11 43 84.9 106 Md 00 ) 0 5.3 933 31 31.5 20. 03 0
PIIY�, 91 .950 .911 OA -93 9W BA 350 -:893 313 .956 .714 OD .957 51- .806 .639 qp ]M 975
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 2-Rt. 220 and Crossbow Circle PM
Site Code : 00003004
Start Date : 1/12/2012
Page No : 1
_ Groups Primed-Trucks
Route 220 !Reason Rose Route 220 Crossbow Chet
South ound Westb und Northbound Eastbound
Start Tune RIO mm Le Pea an. I<6 net be RH Tl.a T
Lt. Pn. aae m ere La Iee lee
05 PM... ..0 5 26 L 0'. IS IS 0 0
04.10 PM 0 25 26 0 27 0 0 49
0445 PM le 27 0 47
22
0 i] I ' 27 I
4 45 PM 0 I4 761 0 21 0 0 64
Tool 0 70 p61 - 85- RS 86 I o 1 - 164
05 o0 PM 2 0 16 16 1 0
05.I5PM I III 0 It 19 0 p0
0530 PM 6 16 W 20 0 19
0545PMj 0
2 24 24 0
Tout 9 _._ 62. ___._.. ) 78 79 0 44
Grand Tool l L3 138 a 163 165 1 308
Appnb% 0. 96.4 2 2 2 5
29
Total M� 0_ 432 I
Rout 220 Pleasant Rose Route 220 Crossbow Circle
Southbound W 0 d Northbound E tb d
Tort Rite pars NV re. ItRI9 TAM Left ?et 0,0 e00 ie mry a Pea,I eve,,., Ript Thy I 0 Pad,
' M l!Tun
Peak Howe T
Peak Hour For Endre In ersmioSe8na al 04.II PM
0%15 PM 25 1 26 0 0 22 0 0 23 0 0 a 49
0490 PM I 16 0 0
0 0
05a5PU I I n d 0 38
le 0 n I
a o zl 0 0 0'
05 DO PM. 21 0 82 0 0 16 0 0 16 0 0 0 38
¶4 Al,Olmee 1 82 —2 en 00 86 0 ei 0 - I __._.- m A,Araiai 9lb 00 9R9 0 IW
100
820 WO_ 09 808 00 230 W .350 25 AA 794 .0.'0 WO 6135'- WO 230 00 ,0.'0 2511' 1381
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 2-Rt. 220 and Crossbow Circle PM
Site Code : 00003004
Start Date : 1/12/2012
Page No : 1
Groups Printed.Veld[lad-Trucks
Route un Pleasant and Route 220 Crossbow nd
, Tat rue Westbound Northbound Eastbound
L41 P.0 Righi L44 Pm,' 10 261 a ke _Lnlim
SMtlT me aµ ry +. I ]n .w rnT� ism iwi�
W.WPM 20 325 41 490! 17 4 44 69 19 161 0 203 1 13 0 4 78L
0430PM 9 409 62 499 16 13 25 55 9 139 0 259: I9 0 34 ]83
04:45PM 16 480 42 529 26 12 39 78 II 0 225 16 36 853
I
3)9 0 III
--Tall 73 560 59 527 22 12 51 ]0 II 304 0 955 9 0 11 897 45PM
- soul 73 1565 204 ME P1 47 151 3W 45 904 1 0 939! 2 4 56 0 116 )I9]
05 PM 25 443 52 520' 20 I] 51 84 13 231 250 27 0 14 898
05 15 PM 20 464 54 540 20 34 69 239 258! 0 11 898
05!30 PM 50 509 39 15 219 258. 2 16 0 884
IS 1
32 431 25 14 70 47
OS 45 PM 33 636 98 907 25 63 16 9D 290 73 0 26 792
4 )9
finel!103 1674 199 19]] 82 46 16Y 291 6 983
I 1056 4 } ]) 0 148 )44
Grand Total 178 3219 403 3819 163 91 571 1B% 2 2015 6 6 0 264 6669
MP1M1%. 4) 84.8 16) 135 0. 9l6 25. 35. 0
101 129
106 385 5 1. peq
4tl6 6 4
5 1 2< I2 312 tl6 I9 58.3 0 ID0 I9 0
fatal
liae 977 3106 398 36131 63 92 312 567 99 914 2 311 85 100 0 263 6361
%VTnetf' 991 95.9 99 964 999 989 992 10 994 92 913 10 965 IM 98I 100 0 99I 303
TrvRs 1i 6 Ill a 138' 1 2 4 2 361 165 0 I 0 0 I 4 6
°k irvokr' 06 41 I ]6! 06 12 06 0) 3 Bfi tl3 0 IS 0 0 OAI 4b
Route 220 Pleasant Rosa Route 220 Crossbow Circle
Soulhbound Westbound Northbound Eastbound
Pan Time RieM thm MR Pr% App.Thial Um% Mau MR Po, Arr.rou Rg4il TAm: MIL Pees Spp Tm " 0.8, 1163. LOII Pols
P
Posk PM,ADAMS 8401014-00 uck Hou r for Enloe Ina,wcLm eaten at 04:4[PM
VI m
04145PM 1 IS 450 59 327 22 12 43 1 78 11 211 3 225 3 9 21 1 858
05WPM I 25 443 52 520 20 13 51 0 M G 6 250 9 898
Y
3 27
05'.0PM 1 20 431 56 540 II 14 34 0 6 IS 239 4 b8 I 3 ] 1 11 998
05 30 PM S8 431 50 I] 14 39 0 70 IS 239 4 158 _ 9 6 ]I _Bete
Torsi V 4l 85.3 104 79 54 167 -1 ) 51 920 20 WI ' 45 29 69 93 531
m bed 217 2096
W APo- ml ' 3393 1]9 553 0.1 31 92tl ] )IS 203 tee)_
A98 %M 819 250- - X9M1 850 962 -]4 -9M10! I A06 619 fM - I��-98)
P f PII M2 .919 PoO p.]
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 1-Rt. 220 and Old Rocky Mountain Rd. AM
Site Code : 00003389
Start Date : 1/12/2012
Page No : 1
Groupe.Printed.Vehicles
Stan T m0 R 220 OldRocky Mountain Rd. Route 220
Southbound llw Northbound E tb und
1 86 n tic sic I Rpmiev Peet; .nT• rn1h Fugal ROI ThIll 1.2 1 Peels 4,r.. Ta AA
07A0 AM 1 160 5 186 I 27 D 2 0 11 370 0 378 0 0 0 0 464
07:15 AM 169 17 186 87 1 0 lx 370 0 178 0 0 0 0 585
0490 AM I 179 3 182' 30 0 478
0 l2 4]7 0 1 0 0 0 692
745AM! V6 5 181 32 D 4 0 36 648 0 65 0 0 0 0 442
Tout' 640 10 e79 IOP D 9 0 11! 1698 0 fi5:' 0 J 0 0 2442
0800AM 120 x lP 24 29 39) 0 194 0
08.15 AM 145 9 54 34 36 312 0 315; 0 0 0 5
0890 AM' I37 7 44 38 3B 258 0 0 0
0B:45 AM' _ 114 _ 20 21 23 267 _ 269 0 0 _ 412
Toul 5I6 l0 46 117 126 1E13b 0 @881 0 0 0 1910
Grand Toad 1 29 125 243 2878 18891 0 0 0 4352
Appmb 42 4.9 92.6 0. 995 0 0 0
Total 267 10 28 5.2 0. Sb 0. 661 0 66.4 i 0 0 0
Route 220 Old Rocky M nlaln N d 9999-
Route 220
Southbound Southbound Westbound Northbound Eastbound
I sten wee]ay. e9 Peat Apr T64 R9at iEn 470 at Are T4ei Wain IAA 1.261 4442 2227 .ROT Thee ten Pro nee Teel Irt7ee1
Peak Hour 40231578 Alm .1M.5A oll - — -- - -"
Pell Hour for EVUrt n tl<G at 07.15 AM
07115AM 1 169 17 186 27 0 1 28 1 370 0 0 371 0 D 0 0 585
07130 AM I 179 3 183
' 0 2 ]fi I n 0 0 478 0 D 0
o 692
07.45 AMI 7e 5 1a1 n n u 0 0 0 0 0 70
1
MAO AM 640 8 62e 24 0 5 29 1 724 0 0 721 1 0 0 0 0 551
%Alvnwmel 644 39 _--.fi,]r I4 0 12 125 3 1724 0 0 0 0 0 0 xvV
APB. 9s.9 49 9d< 0 9.6 02 9398 0 0 0 0 0
PU�1' oro 899 485 00 910- 883 000 600 .000 - .e68 .750 x90 000 000 892 1 o6 .000 .000 .000 000 e09
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 1-Rt. 220 and Old Rocky Mountain Rd. AM
Site Code : 00003389
Start Date : 1/12/2012
Page No : 1
Groups P d-Trucks
Route 220 OW Rocky M u,tlxm Ra. _Rome 20
''. South coon westbound Northb and Eznm una
surt Umc Re■I The +m a mry L
T. red. ati�. TIa y,m0 a ,,... -n e" TIw. T. r
0700 AM 18 0 18 0 0 0 0 ' ea vT 37 i
0 lo 0 0 0 0
0t.6AM 18 0 19 1 0 0 1 0 18 0 0 0 37
0
OHO AM 22 0 19'i 0 0 0 I 0 17 0 7 0 0 37 22 17 0 E) 0 0 0 2 1 58 0 9 1
0 0 ])
Twll �] 0 781 2 0 0 _.- 1_... 58 _._0 9.1 0 0
08 AM 35 0 361 2 0 0 2 0 19 0 9 0 0
08'.15 AM 30 0 30l 0 0 24 0 5 I
0830 AM 28 0 28 0 0 0 0 0 20 0
0 0 55
25 0 60
04 SAM 25 _ 0 36 0 0 0 0 0 ys 0 25 0 21
0
Poo( 125 0 I30 i 0 0 2 I Btl-- - 0 09 p p 221
Grand Total 205 3 0 208 4 0 0 4 2 146 0 148 0 0 360
pmh% 98,6 I4 0 MO 986 ' 0 0
Tuul% 56.9 08 0 5'13 LI 0 0 1.11 06 406 0 41.1 0 0
i 1 Route 220 Old R kY Mountain Rd 1 Route 220 - - -- —
Southbound w m nd Northbound Eastbound
Hour rr,E;ieL ncAMaoa45t080.. or - ..Peak 00 AM Ernie L0umul35 Segue at AM
08:00 AM 0 35 I 0 36 11 0 2 19 0 0 N 0 0 0
0830 AM 30 0 0 0 0 0 24 0 0 0 0
08 30 0 30 0 16 0 0 20 0 20 60
0
0
0 35 2 0 30 � 0 0 21 0 0 --1-
25 0 0 61
M
0 E5 2 0 ]0 U...- 0 221
Tel I A9 0 0 0
% T 88 0 0
10 0 0 9 _ 0 0
PHf 1 -W0 914 .5W 000 V) 25 W] 030 0'.p 250 25 0 -Po0 WO ,890! -WO W] OtO W pjp' py
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 1-Rt. 220 and Old Rocky Mountain Rd. AM
Site Code : 00003389
Sart Date : 1/12/2012
Page No : 1
roups Printed-Vehicles-Trucks
Route 220 Old R M tai n RE. Route 30 u
Southbound Westb und NaWlb und Eastbound I
Start T di¢n 1 Ant I v0: PM 7ott mot nw to I Pot 1 ew*no es6 inn r
Le Fed App. Left
RIP 6n _ P e v rwl'.
0700 AM 28 0 29 327 359 9 0 0 0 492
38 5 Ina
0730081 87 28 388 851 0 0 0 0 622
]'.30 081 204 31 94 0 0 0 0 729
0]:45 AM 204 32 0 16 70] 790 1 0 0 0 0 781
Total fi l 21 31 753 110 0 119 I)W 1110'I 0 p p 0 3581
0E00 AM ryl
55 9 164 36 413 I 0 0 605
08I30µ1 I 65 9 172 34 38 278 280 1 0 0 S60
08340 AM 172 278 0 9 490
61 7 LR ]8 ]e: E93 U2'.
08325 M1, 44 7 _ 156 19 - 23 1 _ 0 0 133
TOUT'. 624 32 6T6e 119 1281 1318 1337 0 0 3131
OmdTotll 1365 63 1428 1 229 1 247 1 I 3024 3037 0 0 4712
APP¢6 N. 956 4 4 922 6e 991. 0 Toulcs 29 134 300 4.9 0_ 243 0 712 885 0 01
vehicle'1 I I 85 952 - 8 5 4 8 3 0 8 4 1 3812 951 0 0; 424
Y.VTn ck 85 952 208 983 100 984_' &. 951 951 0 0j 560
Trvds 205 3 4.6 n 0 9 126 140. Ii -- - 0' 366
/rmLS 15 2b 14�fi II 0 Ib I5. 0.8 t,9 0 01 ]5
" Route 320 Old Rocky Mountain Rd Route 220
Southbound Westbound Northbound Eastbound
Stan Ice -Ityki � oft Put I lust+ Tin/ Le s ewT.AI MN Tbn. Len Pe .n.Th..,_n}o„ I
Peak Holz " Fre 0 as 45 AM Perk or
Peak Hour for Ent in 1n¢mden 4g.es at 0T 15 AM
0715 AM 0 157 Ii 0 204 28 0 1 39 388 0 622
0730 AM 0 198 0 201 33 94 495 0 0 729
07:45 AM 0 0 3W 36 497 498 0
31 0 2 I
155 6 32 0 4 0 08
08 00
u]IIe 0 155 9 0 164 26 0 5 ] 412 0 0 697 AM mar ]5 .3 139 4 13491 1795 0 p 2691
0 5 0 3 111 0
PP Total I 0 95 5 ns 0 90.7 0 9.] 02 WB 0
PIIF r"0� 3 SIS LL'0 947 912 WO (AO W __.896 ON 901 OS WO 901 WO UN P'13 _W M0 910-
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 1-Rt. 220 and Old Rocky Mountain Rd. PM
Site Code : 00003389
Start Date : 1/12/2012
Page No : 1
Groups Printed-V hic la.
Route 220 Old Rocky M unlaln Rd. Route 220
• Bw0Oound Wxlb and Northbound Eastbound
Slart Time'. AO 7 ua_..Pca w 1..,. Right rm, Le I PM. w.Tom REM r,N l 1p Mils Rion �
WPM 1 0 0 414 12 0 6 213 0 0 319 0 0 597�
04' 0PM I 0 354 50 414 16 I 1 5 205 0 0 184 0 0
0430 PM I 0 476 40 16 )I 214 0 0 659
04.45PM 496 42 16 __ D 194 0 0 198 0 0 50
Itunll 0 1495 16l 66 �, ]0 2 96 ]C 791 0 0 815 0 0 II]l
o s:oo PM 421 60 481 1 21 221 0 227 01 734
0525 PM 438 498 19 2W 0 207 1 0; 730
6 0 0
39
0540 PM 414 7 370 1 29 I 39 238 0 0 222 0 0 623
0595 �
so )6 820 1 20 3] 2I9 0 0 903 0
0 623
foul 1586 219 mu 90 - 1l5 2 8]8 - 0 Y 903 0 ----
3 0 285E
Grand TOW 1081 405 3486 160 6 231 4 1669 0 0 1718 0 0 5435
MPL57%1 88.0 125 224 n. 0. 2. 97.1
Tool%' 56.8 75 W] 2 9 I. 4.1 0. )O8 0 0 317 0 0
R o u t e 220 Old Rocky Mountain Rd. Route 220 -So thbo tlw e s t b o u n d I N o r t h b o u n d ' Eastbound
•
d pc 2.2002,I Rae, ono, IA Pain App-rag Mme Lon rod,I Amr.. 1 n ❑n1 Pm n.
eon Hour Peak Hour Mr• wombats om nlrsmion RMBim at 0425 PM
0495 PM: 0 436 42 478 76 0 7 0 27 1 .199 0 198 699
0590 PM 0 421 PO 487 21 0 5 0 26, 221 0 0i 734
05:15 PM 0 438 60 498 19 0 291 907 734
Ie 0 2W 0'
05-30 P 0 414 21 475 29 u 2 0 853 0 39; 0 t 261
0 d 11.5 191E 85 0 32 0 2' 2 853 0 579-'i 0 39M
0 95 014 R6 0 0
0 97
--WO 914 1p p— Ill) WO WO 896 [W WO ,890' LW W Wp - WJ, _ ,531
5 PoO_- 0
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 1-Rt. 220 and Old Rocky Mountain Rd. PM
Site Code : 00003389
Start Date : 1/12/2012
Page No : 1
Groups Printed-Trucks
Rout 220 Old Rocky M uMaln Rd. Route 2]B
South ound Westb and I Northbound Easth und j.
Start Time ¢ Pees Rgnl Pp n _ e xiy, w ad
0400 PM 1)"... 0 st 01 II 13'.' •0 IvT2T.
04:15 PM 24 0 25 1 2 I 19 19 0 46
04 Jo PM� 0 u 21 13 vl
o 42
04 45 PM 7 0 It 011 '9 0 37
leu1- __.. o ]4'. 4; 74 741 __. 0 152
I
05-.15 PM 0 n 0 39
0 11 0': 19 30
057O PM 1. 7 0 17 0'' 22 79
19
19 ]0
Grandame, 1 0 0 4 151 151 290
Mixer%1 96.) 3 0 7 2 IW
TmN%1 448 1. 0 466 3 4: 52.1 52.1
Route 220 Old Rocky Mountain Rd. I Route 320
Southbound Westbound I Northbound Eastbound
Stw roe t Rep1 a. Lea reds m.m RR6 tbry e w Apr RRn lh. Le 6. Rm... I RBA mry ft 1 Pea w Teal
Pm Wive,mela+B From-m:OO PM m 0545 PM•Pcak l oil . . --
Peak Heat Per Tribe InlmeOor Berms 004;15 PM
04 I PM I 24 I 0 25 2 0 0 0 2 9 19 19 0 0 46
0 17 1 0 I 0 2 0 23 2) 0 0 42
0 3]
05WPM 0 0 1] ll 0 39
0 0 0
21 3 0 22 0 0 0 0 0
%App umr' 79 3 0 83 3 0 I 0 4 0 It 781. 0 0 164
°: p T11F J )] ]5 0 S
4101 96 0 0 E 0 0 I100 rco xv 37 ao0 iH-_:oo ze mo -sou aoo edR _ O
Peggy Malone and Associates, Inc.
(888) 247-8602
File Name : Site 1-Rt. 220 and Old Rocky Mountain Rd. PM
Site Code : 00003389
Start Date : 1/12/2012
Page No : 1
_
Groups Printed-Vehicles.Trucks
T Pods Tn Pd .W a. R h Thai Le 1.
Route 20 Old Rocky M nl In Rd. q 20
Southbound I W' b tl Northbound
Eastbound
Start xia n xNm. Pads ne�232 HO u1 .o. ..ri 4
04 00 M. 317 J6 lD 64 3 I9 6 226 0 232 0 0 6201
01:15 PM' 388 51 1)9 8 22 3 0 203 0 0
0 664 PM 388 40 ma e 36 5 0 0 0
7
0125 o.M 453 43 36 76 7 03 4 213 0 889 I 0 0 0 25 36
Total �5 170 96 73 26 00 24 845 0 ----889' 0 0_... 0. 2735
0500 PM 2 61 503 21 238 244 1 0. 773
05'.15744 1 418 61 509 19 10 19 1 219 226 i 0 764
05:30 PM 1 431 61 492: 29 10 19 260 269 1 0 800
15PM1 _ 324 57 21 10 31 2)g 0_ 653 201 rc U 145 240 885 90 35 935 9801 . -_. 0 - 2990
Grand Tout 1211 410 225 1820 1869 5715
72.4 1 4
Apra%' 35.7 11.3 ➢9 9.1
Total 081 95 21 29 I0 0 21� 0 369 32.8 0,2.
Vehicle 3W6 405 96,3 9 2 98.4 221 91.7 0l9 0' 5425
%Vehtelos ala(S 96 98tl 445 983 98.1 IW 98.4 100 91.7 9192 0' 94.9
rucks 134 5 ) _-. 4 0 151 _. 151_. _.. -_. II zW
°G TUCM 4 12 Jt IB I¢ 0 83 8.1 U it
Southbound r Old Rocky Mountain Rd.. Route 220 1
. Route 220 91 44 tl W b tl Northbound a 1 Eastbound
a 1n vm� Right_ Thry na
• 324 Pak f w Y From e05'S PM 4°il l of BA a. m 0. Tnn LBpa h .a ra. lei_
Pak Hour P Entire 0 In 4m Resins x01:15 M
0105 PM' 0 4442 63 496 16 0 7 23 2p 0 736
05440 0 61 503 29 0 0 29' UB 244 0 0 0 773
4 3
6 2
05301.0 0 431 61 509 29 0 10 29 7 260 226 1 0 0 0 764
05.30 PM 0 431 26 492 29 0 30 9 160,0 966• 0 0 0 073
Total aT al 0 Illy 126 20W 85 0 4 l -26 973 956 0 --__ 0 -3W3
p Ir 0 88/ I] _ R.6 0 27A 7 9).l 0 0
_ PH!)_� 9N 936 OW 982 '�] -.0)0 BW LVp 950T 9R 891 W W 888- WU WO 00 Po -0}I- SHI
Malone 6 Associates Inc.
WEEKLY SUVMANY Page: I
Starting:1/12/2012
Site Ref: EASE B File: OC112004.prn
site ID: 000000010644 Info: 12-005 TO/RS Min
Loc: Rt. 220, btw Crossbow & Old Rocky Mtn. GPS: 37.22170 79.96788
Direction: NORTH
TIME MON '1VY 'WED THU FRI $AC SUN WK TOT WK AVG
12
Lane 1 am pm am pm am pm am pm am pm am pm am pm an pm an pm
00:15 19 211 19 211 19 211
00:30 26 263 26 263 26 263
00:45 29 292 29 292 29 292
01:0C 21 258 21 258 21 258
01:15 20 249 27 249 20 249
01:30 30 234 30 234 30 234
01:45 16 259 16 2t9 16 279
02:00 18 223 1B 223 18 223
02:15 13 261 13 261 13 261
02:30 20 249 20 349 20 249
02:45 14 269 14 269 14 269
03:00 36 247 36 247 36 247
03:15 11 259 11 259 11 259
03:30 26 231 26 231 26 231
03:45 26 214 26 214 26 214
04:00 33 231 33 231 33 231
04:15 24 242 24 242 24 242
04:30 34 233 34 233 34 233
04:45 51 269 51 269 51 269
O5:00 57 236 57 236 57 236
05:15 58 261 56 261 58 261
05:30 103 240 103 240 103 240
05:45 137 290 137 290 13/ 290
06:00 152 262 152 262 152 262
06:15 164 232 164 233 164 233
06:30 280 222 280 222 280 222
06:45 290 214 290 214 290 214
07:00 327 167 327 167 327 167
07:15 324 160 324 160 324 160
07:30 409 171 409 171 409 131
07:45 483 140 483 140 483 140
08:00 482 132 482 132 482 132
08:15 417 119 417 119 417 119
08:30 369 102 369 102 369 102
08:45 316 78 316 78 316 78
09:00 317 90 317 90 317 90
09:15 289 68 289 68 289 68
09:30 355 87 355 87 355 87
09:45 272 87 272 87 272 87
10:00 244 46 244 46 244 46
10:15 221 76 221 76 221 76
10:30 230 60 238 60 238 60
10:45 282 74 282 54 282 54
11:00 247 42 247 42 247 42
11:15 233 44 233 44 233 44
11:38 224 38 224 38 224 38
11:45 262 37 262 37 262 37
12:00 257 26 257 28 257 28
TOTALS 0 0 0 16759 0 0 0 16754 36754
AM Times 7:30 7:30 7:30
AM Peaks 1791 1791 1791
PM Times 12:30 12J0 12:30
PM Peaks 1062 1062 1062
. . . __
Malone & Associates inc.
WEEKLY SUMMARY Page: 1
Starting!1/12/2012
Site Ref: Site B Pile: 00112001.prn
Site ID: 000000010735 Info: 12-005 TO/RS Min
Los: Rt. 220, btw Crossbow & Old Rocky Mtn. GPS: 37.22170 79.96788
Direction: SOUTH
TIME MON TIIF WED THU FRI SAT SUN WK TOT WK AVG
12
Lane 1 am pm am Pm am pm am pm an pm an pm am pm am pm am pm
00:15 50 225 50 225 50 225
00:30 53 273 53 273 53 273
00:45 31 252 31 252 31 252
01:00 27 250 27 250 27 250
01:15 21 247 21 247 21 247
01:30 30 281 30 281 30 281
01:45 24 269 24 269 24 269
02:00 16 263 16 263 16 263
02:15 16 308 16 308 16 308
02:30 25 281 25 281 25 281
02:45 22 305 22 305 22 305
03:00 25 296 25 296 25 296
03:15 19 301 19 301 19 301
03:30 27 318 27 318 27 318
03:45 24 361 24 361 24 361
04:00 19 354 19 354 19 354
04:15 9 389 9 389 9 389
04:30 21 371 21 371 21 371
04:45 23 436 23 436 23 436
05:00 34 414 34 414 34 414
05:.5 19 476 19 476 19 476
05:30 38 490 38 490 38 490
05:45 23 488 33 488 33 488
06:00 39 473 39 473 39 473
06:15 64 372 64 372 64 372
06:30 59 339 59 339 59 339
06:45 94 285 94 285 94 285
07:00 104 2B2 104 282 104 282
07:15 95 278 95 278 95 278
07:30 128 244 128 244 128 244
07:45 205 236 205 236 205 236
08:00 202 220 202 220 202 220
08:15 201 225 201 225 201 225
08:30 188 185 188 185 188 185
OB:45 190 173 190 173 190 173
09:00 185 174 185 174 185 174
09:15 176 151 176 151 176 151
09:30 167 152 167 152 167 152
09:45 185 159 185 159 185 159
10:00 177 121 177 121 177 121
10:15 189 146 189 146 189 146
10:30 193 96 193 96 193 96
10:45 202 69 202 69 202 69
11:00 193 76 193 76 191 76
11:15 196 67 196 67 196 67
11:30 209 65 209 65 209 65
245 222 75 222 75 222 75
12:00 201 70 201 70 201 70
TOTALS 0 0 0 17051 0 0 0 17051 17051
AM Times 1 1:15 11:15 11:15
AM Peaks 828 828 828
PM Times 17:15 17:15 17:15
PM Peaks 1927 1927 1927
AECOM
Appendix B
2013 Existing Conditions Capacity
Analysis
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2/14/2013
i t t l \* 1
F
Lane Configurations Is e tt r >5 14
Vdun(e(vpti) 12 117 > 179t '.'c 4 36 738 =
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Grade`(%)
Storage Length(ft) 0 0 200 500
Storage Lan - _ 1 1 1 ':: 1
Taper Length(ft) 100 100
Lane UtTl "a6rtor x 100 21.00 d 095 1:00 5 160 -095
Frt 0.850 0.850
Fl,Ptotected "0.950 `<�,.. 0.050
Satd.Flow(prof) 1787 1567 3524 1439 1676 3061
Satd.Flow(perm) 1787 1567 3524 1439 92 3061
R9htTupi o Rea• Yes"> ,. ,»Yes
Satd.Flow(RTOR) 129 2
LmkSpeed(mphh) ' 25 ,45 7 45
Link Distance(ft) 1083 857 967
Travel Ti (s) 295 = 136 147
Peak Hour Factor 0.60 091 0.90 1.00 0.52 0.93
Heavy Viides(%) 3 0% 2%`P. 5% -15% - 5% `15%i:
Ad1.Row(vph) 20 129 1990 4 67 794
SharedYafi`eTraffic(%)
Lane Group Flow(vph) 20 129 1990 4 67 794
Turn Type'. : NA. .Pen! NA-'-..#9011" 'Pm+Pt NA .; . -
Protected Phases 4 6 5 2
Perrmittel Phases 4
Detector Phase 4 4 6 6 2
Phase
Minimum Initial(s) 6.0 6.0 30.0 300 10.0 30.0
Minimarp-Splft(s) y 17.0 t 176 38.0 380 '' 17.0 38.0
Split(s) 25.0 25,0 120.0 120,0 25.0 120.0
Total-Split(%) 14.7% 14.7% 70.6% 70.6% 14.7% 706%`.
Yellow Time(s) 4.0 40 50 5.0 4.0 5.0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust(s) 0.0 06 0.0 0.0 0.0 0.0
Total Lost Time 7.0 7.0 8.0 8.0 7.0 8.0
Lead/Lag Lag Lag Lead
Lead-Lap ,lptimae7 Yes "Yes Yes
Recall Mode None None Min Min None Mm
Ad Eftcl preen(s) 8.9 8.9 110$ 110.9 131.2 1302.:
Actuated g/C Ratio 0.06 0.06 0.72 0.72 0.85 0.84
_ .6 _.__ .
v/c Rao '.- 0.19 0.61 0.78 0.00 ': 0.33 031
Control Delay 74,6 23.3 175 6.0 11,0 2.9
QueueDelay 0.0 00i' 00 0.0:.. 0.0 0.0
Delay 746 23.3 17.5 6.0 110 29
LOS E C B A B A
Approach Delay 302 17.5 3.6
-_.
Approach LOS C ... - B A
Queue Length 50th(ft) 20 0 596 1 8 66
Pheasant Ridge Apts 1/27/2012 2012 Existing AM Synchro 7- Report
Timing Plan:AM - - Page 1
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2/14/2013
0061 E`eig 95th fl T ` 713, 657 882 8-k 11 r 107 •.
Internal Link Dist(ft) 1003 777 887
Turd BayLkjiigih[ft) '200 = 500 _
Base Capacity(vph) 209 297 2565 1048 263 2726
Starva i-Gap Reduc i 0 0 0 0 ^i;. 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Smtage'Cpp;.Redddn 0 ,0 0 0 . 0 . 0 _
Reduced v/c Ratio 0,10 0.43 0.78 0.00 0.25 0.29
Area Type: Other
ate ,17Q ,
Actuated Cycle Length.154.1
Natuutel Cycle 90
ConVd Type Actuated-Uncoordinated
Maximum vfc Ratio:0:78
Intersection Signal Delay 14.1 Intersection LOS:B
IntersechdrtCapadt Utilization.69.3% .ICU Level of BeNice C
Analysis Period(min)15
Splits and Phases 2:Route 220/Route 220 8 Old Rocky Mount Rd
02 149
405 I06
Pheasant Ridge Apts 1127/20122012 Existing AM Synchro 7- Report
Timing Plan AM - - Page 2
Lanes, Volumes, Timings
5: Route 220 /Route 220& Crossbow Cir/Pheasant Ridge Rd 2/14/2013
I I
Lane Configurations 11 p R t '1 f • r 1( it r
Ideal Flow(vphp1) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Grade(%)`- sn. .;8% : " a:. =2% =2%'r t t. ;0% - '
Storage Length(ft) 0 0 0 0 200 0 650 150
Taper Length(ft) 100 100 100 100
Lane to Fodor 1.00 100 1.00 , _100 1,00 tao :, 1.00 b.05 ' 1,00 1.00 0.95 1.00
Frt 0.971 0.866 0.850 0850
F8 Preotede, . . 0950 .* , Q,950 ; „ • = 0950 :, ' ;0.950 ; ,
Said Flow(prot) 1877 1919 0 1642 1565 0 1823 3440 1599 1770 3139 1568
FIt,Pe4i&Ced 4,t-' : :'_0950 " _ .,0.950.7 . ; 0950 ' , 1, ."; ,08345:`,
Said.Flow(perm) 1877 1919 0 1642 1565 0 1823 3440 1599 1770 3139 1568
Righ[�tim�on Red Yes .r' . . .. Yas°,�. `: Yes' Yes
Satd.Flow(RTOR) 3 100 74 53
Llnk _�' 181) 25. 1 25 '�5 45,
Link Distance(ft) 512 582 967 1257
Travel Times) 14.0 ; 15,9 147 ' �%0
Peak Hour Factor 0.90 0.56 0.69 0.50 0.58 0.56 0.50 0.91 0.71 0.74 0.95 0.55
Heavff�ides(%) 0% - 0% . 1. 0% 11%=: 8% 6%°: 0% • 6% < 2% 2% ': 15% 3%
Adj.Flow(vph) 104 68 16 40 12 100 16 1933 115 303 771 56
Sharefl neTF tic(%) _
Lane Group Flow(vph) 104 84 0 40 112 0 16 1933 115 303 771 56
TOM Type =; ` _; Spirt ,,,,NA Split ': NA .` ,Prot ' NA ...Perm ,Prot - NA Perm
Protected Phases 4 4 3 3 5 2 1 6
pe muted Phases 2 6
Detector Phase 4 4 3 3 5 2 2 1 6 6
Swifc{1 Phew -
MinimumInitial(s) 6,0 6.0 6.0 6.0 100 30.0 300 "60 300 30.0
Minimumsplit(s) ' 11.5 115.2 11.5 115 15.5 38.0 38.0 11.5 '. 38.0 38.0
Total Split(e) 25.0 25.0 25,0 25.0 25.0 120.0 120.0 110.0 120.0 120.0
Total Spllt(%) 8.9% 8.9% 8.9% 8.9% 8.9% 42._9%'.429% 39.3% 42.9% 42.9%
Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 5.0 5,0 4.0 5.0 5.0
All-Red Tithe(s) 1.5 1.5 1.5 `: 1.5 1.5 3.0 30 1.5 ` 3.0 3.0
Lost Time Adjust(s) 0.0 0.0 0.0 0.0 00 0.0 0.o 0.0 00 0.0
Total LostTime(s) 5.5 5.5 5.5 5.5 t 5:5 t 8.0 8.0 5.5 8.0 6.0
Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead Lag Lag
Lead-Lag Oppmize7 Yes Yes ' ' 'Yes Yes Yes • Yes i. Yes Yes"`. Yes :Yes
Recall Mode Min Min Min Min Min Min Min Min Mid Min
ActE1latGteen(s) 173 17.3 11.5. 11.5 "'. 102 112.5 112.5 41.8: 144.2 144.2
Actuated giC Ratio 0.08 0.08 0.06 0.06 0 05 0.54 054 0.20 0 69 0.69
v/c Rat(o 067 0.52 0.44 0.62 0.18 1.04- 0.13 0.8$. 0.35 0.05
Control Delay 115.3 101.9 113.2 35,5 104.9 76.6 107 102.0 13.7 2.6
Queue Delay 0.0 00S 0.0. 0.0 0.0 25.6'.'. 0.0 '0.0. : 0.0 00
Total Delay 115.3 101.9 113.2 35.5 104.9 102.2 10 7 102.0 13.7 2.6
Approach Delay 109.3 56.0 97.1 36.8
Approach LOS F : E F : D....
Queue Length 50th(ft) 141 108 54 16 22 -1510 27 408 219 1
Pheasant Ridge Apts 1/27/2012 2012 Existing AM Synchro 7- Report
Timing Plan:AM - - Page 3
Lanes, Volumes, Timings
5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd 2/14/2013
"./,',1•1.1 r; x r. 1TSC +a 1 '2/111 111/1117 •T". I >,-.. - rx
64.0-01.Btf ?.5th tft) • - 235 1141 T1 1 6b ,? .1 ' - 3t�#1875^,.- 45• 4Bi "?` 277 12
Internal Link D st(ft) 432 502 887 1177
Tut`o BayLeg9N(ft) 200 650 ,:"• 150
Base Capacity(vph) 177 183 155 238 172 1863 899 894 2957 1480
Stavahan Cap f‘edudn 0' b 0 0 0 259 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
BtO100.Capftedu* 0 ' ,0 ! 0 0 "0 0 •- 0 ,"0 ;0 ' 1=10
Reduced Ratio 0.59 0.46 026 0.47 0.09 1.21 0.13 0.34 0.26 0.04
Area Type: Other
Actuated Cycle Length:207 7
Natural Eycle:l50 _ _
Control Type:Actuated-Uncoordinated
MaSmhrnv/cRatidi 04 ,
Intersection Signal Delay:76.7 Intersection LOS:E
Inteisectio'n;Capr'aly Utilization 88.7% . , ICU Level-of Semce E _ _
Analysis Period(min)15
Volume exceeds capacity,queue is theoretically infinite.'
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity,queue may be longer,-
Queue shown is maximum after two cycles.
Splits and Phases: 5:Route 220/Route 220 8 Crossbow Cir/Pheasant Ridge Rd F� S
' 01 t02 f 03 1 �'►09
HwHd Q: .4J"?xx+" _ .f a-`-x.r; ,;x. Irm'£,: .s + ,. ,, . .�7:3� �:I1 %l
05 4 06
255-:;94:l It20£,` ,s ... , ,x .. 7a t",% zsx°V-O,a,?;' ;.1 •
Pheasant Ridge Apts 1/27/20122012 Existing AM Synchro 7- Report
Timing Plan:AM Page 4
Lanes, Volumes, Timings
8: Route 220 & Valley Ave/Southern Hills Dr 2/14/2013
I I
Lane Configurations 'i 4 j 4 it i +4 (r S tt r
vqu e`,"(ii( * " ' .,32•.' . 0 r 5 6Q 4 ,',13.'- 25_.1841. 7: . 312 - 36 -!.4.099 4;.480
Ideal Flaw(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
6.460,1%);!„.,,,,;_., ;.'0% ': 6°,8 % m£,£:;: - 6% - 6%
Storage Length(h) 0 0 0 0 350 350 200 200
Slot "l Des:`r;` 5 . 11 .'--,.1 .. 0.' ;1==' . 1, ---1 ,1 ,. , 1
Taper Length(ft) 100 100 100 100
Lan 'titil:lac& 005-` 0:95 100 .f O6 ; 100 ' -1:06„, 1.00 .HS 1.-100 ` 1.00 ' 0.95 1.00
Fri 0.850 0.850 0.850 0.850
FItBryiecleE . . • 4.01950 . 9950 ;.2: ,_ .-.4.-:.:.4,.:4997. H 7 _`3.8?0 , 0,930 - '
Said Flow(prof) 1559 1559 1495 0 1864 1607 1719 3438 1599 1736 3195 1509
FRfemii `AT . . ' -A.P.. 0950 ,; [c; 0857° : ,a 0950 40:950, _
Said.Flow(perm) 1559 1559 1495 0 1864 1607 1719 3438 1599 1736 3195 1509
ELg5tE7`uiigf , . Yes " ,Yes .'g* Yes ,.Yea
Satd.Flow(RTOR) 85 96 95 73
Gi '( )-. . ; 25 1' 25 °,451.4,x.7, t 45
Link Distance(ft) 324 233 1257 1518
Trevefflii a&y,,' 88 >: 6¢, <- 19,0 ;, :-230
Peak Hour Factor 067 1.00 0.62 0.87 0.50 0.76 0.78 0.92 090 0.64 0.91 0 79
Heaiy'eNklai(%) ': 10% 0% -il, 8%-` 8-%:::..-. 0% 3%"± '5%.' 5% ; 1% 4% . 13% . 7%
Adj.Flow(vph) 48 0 8 76 8 96 32 2001 124 56 985 76
Shared(ape,Tr416c(%) 50%
Lane Group Flow(vph) 24 24 8 0 84 96 32 2001 124 56 985 76
Turalje. ,,,27 , Split NA,i,Perin 7.Spfd , NA Perri ',- Pro NA Perm Prof NA ,Perm
Protected Phases 3 3 ' 4 4 5 2 1 6
Detector Phase 3 3 3 4 4 4 5 2 2 1 6 6
SwilchPTPBye, _
�
Minimum initlal(s) 6.0 6.0 60 6.0 6.0 6 0 8.0 180 180 6.0 � 180 18.0
Mmimmum lft(s) ':. 11.0` 11.0 -"11.0` 11.9 " 11.0 11.0 18.0 25.0 25.0 11.0 25.0 25.0
Total Split(s) 15 0 150 15.0 20.0 20.0 20.0 25.0 120.0 120.0 25.0 120.0 120.0
Total Splif(%)' -: 83%, '.83%'. 8.3% 114%:-.11.133 11,1% `13.9% 86.7% `66.7% 13.9% 66.7% 66.7%
Yellow Time(s) 4.0 40 4.0 4.0 4.0 4.0 4.0 50 5.0 4.0 5.0 50
All-Red Time(s) LO 1.0 ?r 1.0 1.0:' 1.0 10 10 2.0" 2,0 10= 2.0 -2,0
Lost Time Adjust(s) 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 00 0.0
Total LostTime(s) 5.0 :50 50- - 5.0 5.0 50 7.0.. Z0 5G'.: 7.0 7.0
Lead/Lag Lead Lead Lead Lag Lag Lag . Lead Lag Lag Lead Lag Lag
Lead lag Ophmize7 .Yes Yes ,Yes Yes .. Yes Yens : Yes' 'Yes Yes Yes_1 Yes Yes
Recall Mode Mm Min Mm Min Min Min Min Min Min Min Min Min
Act EBCtGreen(s) 86 ' 8.6 - 8.6 12,8 12,8 9.8 110.7 110.7 11.7 112.6 112.6
Actuated g/C Ratio 0.05 0.05 0.05 0.08 0.08 0.06 0.67 167 0,07 0.68 068
vlc Ratio 0.30 0.30 9A5 l: 0,58 .0.45 ' 0.32 0.87 0.11 0.46- 0.45 0.07
Control Delay 88,6 88.6 0.6 92.3 106 858 28.4 3.6 87.9 13.6 24
Queue Delay ` 00 0.0 :r. 00 00 00:''. 00 0.7 00 0,0 00 -'0.0
Total Delay 886 88.6 0.6 92.3 19.6 858 29.1 36 87.9 136 2.4
Approach Delay 76.0 53.5 28.5 16.6
Approach LOS E 0 '. C B.
Queue Length 50th(ft) 27 27 0 92 0 35 887 10 61 252 1
Pheasant Ridge Apis 1/27/20122012 Existing AM Synchro 7- Report
Timing Plan.AM - Page 5
Lanes, Volumes, Timings
8: Route 220 &Valley Ave/Southern Hills Dr 2/14/2013
-. � { ~ \ t t `► l
it'G,-S - i _" ° W:±:�-,1 ,.. 1j3:S:^��+ '?�1 !y.- iF' ,i :' wry rl: c c
Queue Le'a"g4 95th(ft) -48" 65 0 85 , 35 5" 66 *5113-17. 38 80 i 928• 15
Internal Link Dist(ft) 244 153 1177 1438
Turn Bay Length(ft) r.'350 , :" 350 200 200
Base Capacity(vph) 94 94 170 168 233 207 2351 1123 210 2223 1072
Starva6oncapReductn 0 0'` 0 0 -0 0 .114 { 0 -0 '- ` U '0
Spillback Cap Redudn 0 0 0 0 0 0 0 0 0 0 0
StorageCap Reducbi 0 - 0 0 0 0 0 0 -0 0 s / 0 0
Reducedv/c Ratio 0.26 0.26 005 0.50 0.41 0.15 0.89 0.11 0.27 0.44 0..0/
Area Type: Other
Cycle Leng1A:180
Actuated Cycle Length.166
Natural Cyde:90
ConVol Type:Actuated-Uncoordinated
Maxiium vie Rata;0.87
Intersection Signal Delay:26.7 Intersection LOS:C
Intersedion.Capacify Utilization 751% 1CU Level of Semce D
Analysis Period(min)15
Splits and Phases: 8♦Route 2208 Valley Ave/Southern Hills Dr �Y
pmt 1'mz a3 ♦ as
1
05 + 06
Pheasant Ridge Apts 1/27/20122012 Existing AM Synchro 7- Report
Timing Plan:AM . Page 6
Queuing and Blocking Report
2012 Existing AM 211412013
Intersection: 2: Route 220/Route 220 & Old Rocky Mount Rd
Directions Served L R T T L T T
MaempniJ"eue(0) 50', 147, 388 , .375 1i9 169,1 195
Average Queue(ft) 11 56 147 121 33 30 39
95th ieJefi) 36 "1}1 32'4 `292 yS' 81 _117a 129
Link Distance(8) 1015 1015 796 796 906 906
Queuing ,. .
Queuing Penalty(veh)
Stq%geBayDist2fl
Storage Blk Time(%) 2
Quah9
Intersection: 5: Route 220 /Route 220 & Crossbow Cir/Pheasant Ridge Rd
Directions Served L TR L TR L T TR L T T R
Ma#inum Qugue(ft) 188-7 118 80 .. ^138 '170' ' 878 .'871 78, 357 5 317 t 88
Average Queue(ft) 95 44 23 51 14 591 577 20 226 115 124 9
9501.Queue(ft) 168 97 '60 107 80 880 L 872 53 337 : 346 260 - 54
Link Distance(ft) 454 454 524 524 906 906 906 1168 1168
Upsiream'BIk Time(%) 0 0
Queuing Penalty(veh) 2 2
Storageeay,0ls((ft) 200 650 150
Storage BR Time(%) " 32 6
Pheasant Ridge Apts SimTraffic Report
1
Queuing and Blocking Report
2012 Existing AM 2/14/2013
Intersection: 8: Route 220 &Valley Ave/Southern Hills Dr
tea
Directions Served L LT R LT R L T T R L T T
Maximum fagislie(ft) r - 93 19 32 162--7, :1$1'- 319 800 84'6 449 1113 ' 277;. 245
Average Queue(ft) 33 1 5 66 51 32 254 267 54 31 153 107
95M Queue.[fl) '79 9 : 23 1281. `'1f0 13& i."'815 i- 044 275 " 81 259 ',235
Link Distance(ft) 268 268 268 177 177 1168 1168 1467 1467
UpsGeam Bjkrme(%) _ '9 0
Queuing Penalty(veh) 0 0
Storage Blk Time(%) 5 5 3 1
Que9m9 Penalty(veh) i , 6-. 1 0
Intersection: 8: Route 220 &Valley Ave/Southern Hills Dr
ralIMINEMMMOW
Directions Served R
Mapmum Qgege(ft) 45 _
Average Queue(ft) 10
9514 queue'(fly j 32
Link Distance(ft)
Up"stieamrBlk Time(%) 1: .
Queuing P Timenalty(veh)
Storage 9ayDist(ft) 200
Storage Blk Time(%) _ - ..
Queua�g;Pen'aM/Neh) ..
Network Summary
Netvork wide Queuing Penalty:17
Pheasant Ridge Apts SimTratfic Report
Page 2
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2/1412013
f P
r
Lane Configurations 1 T ff r i ff
Volume' s ` 32 85 t 930,,, "26 226 *774 ,_
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Gmi1e(',6)" • - 2°n . 4% =.:71 ' ' 5% -}
Storage Length(ft) 0 0 200 500
Taper Length 100 100
LaneUhE,Faalai 1.00 160 ? 0.95 '1.00 : 100 0.95
Frt 0.850 0.850
FIP.rdede4'., : , '. :.0950 .< : x,< >.. 6850 ;;-. a . . .,.; , ,
Satd.Flow(prot) 1752 1568 3426 1655 1742 3384-- -
Fit Fegn ed"1 0050-
Satd.Flow(peen) 1752 1568 3426 1655 398 3384
Rthqu1Tj&1Rcd " Yes;-: Yes` ?.
Satd.Flow(RTOR) 116 36
Link Distance(ft) 1083 857 967
Peak Hour Factor 0.80 0.73 0.89 072 0.93 0.98
HeavyY ide¢(%) ' 2 ::2% i: .8% , 0%<<. 1% 4% .
Adj.Flow(vph) 40 116 1045 36 243 1810
Sn40eteneTraff3c1%) . . ` ,
Lane Group Flow(vph) 40 116 1045 36 243 1810
_. - ....
Tum TYPe_
._'3 - NA Perin NA Pe/m ; pm+pt NA
Protected Phases 4 6 5 2
Pem(fieifP$sees . 4 6 , 2 .
Detector Phase 4 4 6 2
Minimum lnitlal(s) 6.0 6.0 30.0 30.0 10.0 30.0
Minimuyn Spit(s) :' 17.0 17.0 38.0 380:; 17.0 38.0 '=`
Total Split(s) 250 25.0 120.0 120.0 250 120.0
Total Spit(%) : ''14.7% 147%` 706% 70.6% 14.7% 706% �
YellowTime(s) 4.0 4.0 5.0 5.0 4.0 5.0
AORod Time(s) 30' 3.0 3.0 3.0 3.0 3.0
Lost Time Adjust(s) 0.0 00 0.0 0.0 0.0 0.0
Total Lost Times) 70 7.0 80 80`'. 7.0 8.0 '::
Lead/Lag Lag Lag Lead
Lead*C1Ar -e7 Yes Tee--: Yes
Recall Made None None Min Min None Min
Act Elldt Green(s) 94 9.4 79.6 79.6 - '999 98.8
g/C Ratio 0.08 0.08 0.64 0.64 0.81 0.80
v/c Raho 0.30 051 <' 0.47 0.03 0.54 0.67
651 18.7 11.7 25 7.2 6.7
Queue Delay 0.0 00 .'. 00 0.0 . 00 0.1
Delay 651 18.7 11.7 2.5 7.2 6.8
Approach Delay 30.6 11.4 6.9
_..
Approach LOS C B A
Queue Length 50th(ft) 34 0 197 0 34 263
Pheasant Ridge Apts 1/30/2012 Existing PM Synchro 7- Report
Timing Plan:PM Page 1
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2/14/2013
t P " 4
Queue Leirgth&5th(ft) - 68 :29 268 8'°' S9 =:361,, p oc o,
Internal Link Dist(ft) 1003 777 887
Tudi$gy Length(R) 200 500 ,
Base Capacity(vph) 262 332 3026 1466 522 3369
Suva on`,Ca'p RedgcUi 0" 0 7 0 0 0 404:_
Spillhack Cap Reductn 0 0 0 0 0 0 r_
Stocdge Reducti 0 0 0 . 0 =' 0 0 ...'
Reduced vie Ratio 0.15 035 0.35 0.02 0.47 0.61
Area Type. Other
Cyde drCycl
Actuated Lyle e Length 123.7
Natural CyClg 75 . _ ..
Control Type Actuated Uncoordinated
Mad'niumv/c Ratio"067 '"
Intersection Signal Delay:9.5 Intersection LOS.A
Interse'cbcn Capacity Utilization 66.5% ICU Level of Service C
Analysis Pedod(min)15
Splits and Phases. 2:Route 220/Route 220 &Old Rocky Mount Rd
02 ♦ 09
'05 t06
Pheasant Ridge Apts 1/30/2012 Existing PM Synchro 7- Report
Timing Plan:PM Page 2
Lanes, Volumes, Timings
5: Route 220/Route 220&Crossbow Cir/Pheasant Ridge Rd 2/14/2013
Lane Configurations f. % 1+ ) tt r rt tt r
You ), 89 " =..= 455 , 1'4Y, :i4,, , ` 7,9„ 20 44:. :51: 221Z r` 1189 ,'..; '91.
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Gta16:64)21 10%'- ;' :-. .4% '--q'?-1i=?-2"''"-1317-711d- 2%7 0%,' -- ,
Storage Length(ft) 0 0 0 0 200 0 650 150
a0(464141.6-ft-r.. '.'. , 1 '�L 0 a ,1 is ,101,r' 31;.-. ._ ..1 '<1:: . ..1.
Taper Length(fl) 100 100 100 100
Lane CAD Fdcdr` ( 1.00 1.1.00 "1AO T00,!_ 100 4.00:;.‘' 095+- 1.00 7005..095 = 1.00
Fit 0.894 0.911 0550 0,850
Fl(P7 . ,;.0950 ,,;_ -a19(0 X32 .s , , = 0950 0950.E
7.
Satd Flow(Qrot) 1877 1767 0 1805 1731 0 1823 3345 1599 1787 3471 1599
Ffti i f .;x;0950 `? z0, ",-t4,s ;i? 0950 y ` .,0(950;; 7:.'
Sad.Flow(pens) 1877 1767 0 1805 1731 0 1823 3345 1599 1787 3471 1599
R hfT4Tt ,Red - _: Yee ;, Yes;.= 1 1: Yes " Yes
Said.Flow(RTOR) 34 20 74 53
DnKS1 E_(j11pfi)• :2•; /:143-1"1,17,'----52;S-1.-1‘./.1 145, r -1-
Link Distance(ft) 472 _ - 582 967 1257
Tta�telTir;(s) . 12;9 -1J59 14.71;,- :r 190
Peak Hour Factor 0.64 0.81 0.51 0.82 0.90 0.90 0.71 0.96 0.85 0.92 096 081
F114.44013014144-f°41 •' 0% o%;. 0%, aw'. i%. 1% ,o%- 0%- .2%.' 1% ' 4% 1%
Adz Flow(vph) 108 36 88 204 60 88 28 958 60 236 1862 112
StiareJrFeljg'TfOli'c(%), _
Lane Group Fbw(vph) 108 124 0 204 148 0 28 958 60 236 1862 112
Tu spa PO) !S . SPA,.`' NP : .`- Prot E NAa'=Penn Pict f1A,,.-Perm
Prottected ected Phases 4 4 3 3 5 2 1 6
Peer d_PAages' 2 "6
Detector Phase 4 4 3 3 5 2 2 1 6 6
SMtthErySet
a
Minimum Initial(s) 60 6.0 6.0 6.0 10.0 30.0 30.0 6.0 _ 30.0 300
MimmumSpld(s). 11.5 , 1x5•: ` 11Yr' 11.5 ), 15.5 380.=, 38.0 11.5 38.0 38.0
Total Split(s) 250 25.0 250 25.0 250 120.0 120.0 110.0 120.0 1200
Total 5p)9(%) .. 89% 8;9,% ., 89% - 8.9% 8.9% 42.9%:142.9% 393%_r 42.9% 42.9%
Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 5.0 5.0 4.0 55 5.0
44-110.0 11144 Of 4.5 . ,1.5.s 1,5 .1.5 1.5 -30" 3.0 1.5 .3.0 "8.0
Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0
Total Lostrime(s) j` 55 55 - 5.5-i 5,5 5.5 80" 80 5.5.: 80 8..0
Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead Lag Lag
Lead-ag Optimize? Yes , Yes Yes" -': Yes :_ .Yes Yes Yes -Yes ,Yes Yes
Recall Mode Min Min Mm Min Mm Min Min Min Min Min
Ad Efict Green(s) 7 172 17.2 , 195 ` 19.5 ' °. ' 106 90.&'' 906 31.3 151.3 111.3
Actuated g/C Ratio 0.09 0.09 0.11 011 0.06 049 0.49 0.17 0.61 0.61
v/c Ratio 061 0.63 ' 106 > 0.73 027 O68' 007 0.77 ` 0.88 0.11
Control Delay 95.4 72.6 155.9 89.8 90.2 35,9 3.5 89.2 37.0 8.5
Queue Delay 0.0 0.0 ' 0.0 <. 0.0 0.0 0.1 00 "0.0:'' 00 0.0
Total Delay 95.4 72.6 155.9 898 90.2 35.9 35 89.2 370 8.5
Approach Delay 83.2 128.1 35.5 41.1
Approach LOS - F F D 0
Queue Length 50th(ft) 127 106 -271 153 33 422 0 279 969 28
Pheasant Ridge Apts 1/30/2012 Existing PM Synchro 7- Report
Timing Plan.PM Page 3
Lanes, Volumes, Timings
5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd 2/14/2013
f4— k, 4\ t t `► 4 4i
I
Queue L`apOt 9,5th(ft) 141 161 ' #405 #267 S 57 574 ' 18 364 (`1147 51
Internal Link Dist(ft) 392 502 887 1177
Turn Say length(ft) 200 650' . 13q
Base Capacity(vph) 199 218 192 202 194 2047 1007 1020 3471 1599
Stacration'capkeductn 0 0 0 0 0 -166 0 0 119 '0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
&Diego CapRedctfa ' 0 0 .- 0 o 0 .. 0 0 0 '.- . 0 ':0
Reduced v/c Ratio 0.54 0.57 1.06 0.73 0.14 0.51 0.06 0.23 056 0.07
Area Type: Other
CydeLellgtlti 2J<0., ... _
Actuated Cycle Length-183.1
Natural Cpcte 120 0. :
Control Type:Actuated-Uncoordinated
Magmll nVJdpailo:106 ,
Intersection Signal Delay:50.1 Intersection LOS:D
Inersection Capacity Utilization 92.4% ICU Level of Service F
Analysis Period(min)15
– 'Volume exceeds capacity,queue is theoretically Infinite.
Queue shown is maximum after two cycles.
# 95th percentile Volume exceeds capacity,-queue may be linger.
Queue shown is maximum after two cycles.
Splits and Phases. 5:Route 220/Route 220 8 Crossbow Cir/Pheasant Ridge Rd
\•01 t02 703 14
Fwffi , 111zn'S II5s cl j2$s I
05 406
Pheasant Ridge Apts 1/30/2012 Existing PM Synchro 7- Report
Timing Plan:PM Page 4
Lanes, Volumes, Timings
8: Route 220 &Valley Ave/Southern Hills Dr I 2114/2013
c t I♦ t \ t 4/
Lane Configurations ' 4 r g r 'i 44 r R tt r
Volun>e(/{ph) `'`" `" '49 13 24 138 . 17 37 20 1165 53 .. 29 + 1895 54
Ideal Flow(vphpi) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Grade(%)' 0% a 5%= ` 0%
Storage Length(tt) 0 0 0 0 350 350 200 200
Taper Length(ft) 100 100 100 100
LaneU6t €actor` 095 ` 0.95 ` 1.00 21.00.` .100 -1.00 4``,1.00 0.95 { 100 1.00? 1.60
Fd 0.850 0.850 0.850 0.850
FH.Ptofecf ,.0.950 0,978 - 0.959 0.950 - '-0,950-_
Satd Flow(prot) 1698 1757 1615 0 1841 1623 1770 3374 1615 1752 3471 1599
F8PiiitI, °r0940 0950 0.900 °;. e '7
Satd.Flow(peon) 1698 1757 1615 0 1841 1623 1770 3374 1615 1752 3471 1599
RiitTimaoRed ` . '° •Yes, ,s ` Yes; Yes � Yes
Said.Flow(RTOR) _ 85 85 73 73
4nlcSpeed(mp(t) 25 -• w, ' 25 45 '45
Link Distance(ft) 324 233 1257 1518
TraveITime'(s) 88.= - -' 84 190 -- ':23.0'
Peak Hour Factor 0.77 0.54 0.75 0.84 0.71 0.58 0.59 0.94 083 073 098 0.84
HeavyVeI dens(%) 1% 0% `s- 0% .1% 4% 2% : 2% 7%".° 0% ".8% +. '4% 1%
Adj.Flow(vph) 64 24 32 140 24 64 44 1239 64 40 1934 64
ShmedLane traffic(%) t 32% _
Lane Group Flow(vph) 44 44 32 0 164 64 44 1239 64 40 1934 64
Turn Yyye; _ ` .: 'i ht NA;'<Perm Split< NA Penn , Prot NA (.,Perm Prot; NA Penn
Protected Phases 3 3 4 4 5 2 1 6
Permtted phases 3 A 2 6
Detector Phase 3 3 3 4 4 4 5 2 2 1 6 6
S.4t i P.ha33e.'
Minimum lnihal(s) 6.0 60 6.0 6.0 60 6.0 80 18.0 18.0 6.0 18.0 18.0
_ . . _.__ ..
MinmwieSpld(s) 'i 11.0 11.0 ;l 110 11.0 11.0 11.0 :. 13,0 250 ' 25.0 110 f 25.0 25.0
Total Split(s) 15.0 15.0 150 20.0 20.0 20.0 25.0 1200 120.0 25.0 1200 1200
Total Split(%) 8.3% 83% 83% , 11.1%. 11.1% 11.1% 13.9% 66.7% 66.7% 13.9% 66.7% 66.7%
Yellow Time(s) 4.0 4.0 40 4.0 4.0 4.0 4.0 50 5.0 40 5.0 5.0
All42ed Time(s), 1.0 1.0 1.0 1.0 10 101: 1.0 2.0 • 2.0 '1.0 2.0 2.0
Lost Time Adjust(s) 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0
Total Lostlime(s) 5.0 5.0 5.0 5.0 Sot 50 7.0 7.0 '5.0 7.0 7.0
Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead Lag Lag
Lead:Leg Optimize? Yes Yes Yes :Yes Yes Yes -: Yes Yes Yes Yes`° Yes Yes
Recall Mode Min Mm Min Min Mm Min Min Mm Min Min Min Min
. .Etta.Green t
Act EBd Geen(s) 9.2 9.2 9.2 15.1 15.1 S 108 109.3 109.3 10.2 108.7 108.7
Actuated gIC Ratio 006 0.06 0.06 0.09 0.09 0.07 066 0.66 0.06 0.66 066
v/0 Ratio 0.47 0.45 0.19 0.98 0.29 9,39 0.56 0.96 0.37 085 0.06
Control Delay 95.3 93.7 2.5 138.9 93 86.3 16.6 1.7 86.8 27.2 1.8
Queue Delay 0.0 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 95.3 937 2.5 138.9 9.3 86.3 16.6 1.7 86.8 27.2 1.8
LOS F F A F A F _`B A F C
Approach Delay 69.9 102.5 18.1 27.6
Approach LOS E F B C
Queue Length 50th(ft) 50 50 0 -190 0 48 367 0 44 823 0
Pheasant Ridge Apts 1/30/2012 Existing PM Synchro 7- Repod
Timing Plan:PM Page 5
Lanes, Volumes, Timings
8: Route 220 &Valley Ave/Southern Hills Dr 2/14/2013
Q6ca95l(r(ftf 4, rrtil 0 : . "7#250 ' . b,':.- 6f 452= 5=`r`r, l'l. 910,6 `'i'<12
Internal Link Dist(fl) 244 153 1177 1438
Tufg"'B Lenglh(R) 1 350 " '350 200 ` ,.200
Base Capacity(vph) 102 106 177 167 224 214 2316 1131 212 2376 1117
Spillback Cap Reducln 0 0 0 0 0 0 0 0 0 0 0
Storage Cat Reducbr- 0 . " 0 .! 0 0 0 0 :. 0 ;:. •, 0 0 0 .;0
Reduced vlc Ratio 0.43 0.42 0.18 0.98 029 0.21 0.53 0.06 0.19 0.81 0.06
Area Type: Other
Actuated Cycle Length 1659
PIaturatCyccfe 90 ..
Control Type Actuated-Uncoordinated
Maftlmum v/cRabo 098 "
Intersection Signal Delay',30.1 Intersection LOS:C
Intelsecban Gap&p(y Btilaafon:79.0% ICU Level of Service D
Analysis Period(mm)15
= flume exceeds oaparaly,:gueue is theoretically infinite.,
Queue shown is maximum after two cycles.
# 95th Peercenthevdmie exceeds capacity, may be longer:.
Queue shown is maximum after two cycles.
Splits and Phases: 8'.Route 220 8 Valley Ave/Southern Hills Dr
"01 102 43 709
2sw i 5*I 14201,Q°'se , .. ,,, x-sg,.:;W Y ;r.=�y .. 'I fts n M"17',"5 `:I I
105 1 06
Pheasant Ridge Apts 1/30/2012 Existing PM Synchro 7- Report
Timing Plan:PM Page 6
Queuing and Blocking Report
Existing PM 2/14/2013
Intersection: 2: Route 220/Route 220 & Old Rocky Mount Rd
I I
Directions Served L R T T R L T T
Maximum Queue( 74 - '12;; 243 - 218 29 176 ' 280; ' 289;
Average Queue(ft) 26 28 114 76 1 77 69 82
95NAg`U6(1) 67 53 ztr -,170 29 143':: w6 230
Link Distance(ft) 1015 1015 796 796 906 —906
Uperteem�Blk=Trme(%) , . -
Queuing Penalty(veh)
Store Bay Disf(If) _ >? 200 5003
Storage Blk Time(%) p
QtMiiig'Ren*(y&i 0 -' _ .,r .,
Intersection: 5: Route 220 /Route 220&Crossbow Cir/Pheasant Ridge Rd
1
Directions Served L TR L TR L T T R L T T R
MaRimurnieue(ft}' " - 159T 138'- 328 '.227-�' 2,08 ' d82 _ 47'1. 49 - 6i6 f 859 %3 26'0
Average Queue(ft) 65 57 171 99 28 244 233 15 236 454 465 64
95ii queue(R} 130 112 297 =188 + 108 423 413 `90 = 481 '<'834`>; t 227
Link Distance(ft) 415 415 524 524 906 906 906 1168 1168
Upstream AikTlme(%) -
QueuingPenalty(veh)
Stor�Je Bay Dist L1U 200 _ :a 650 1 150
Storage Blk Time(%) 15 4 23
Queuing Penalty(veh) 3 G 9 21
Pheasant Ridge Apts SimTrafc Report
Page 1
Queuing and Blocking Report
Existing PM 2/14/2013
Intersection: 8: Route 220 & Valley Ave/Southern Hills Or
Directions Served L LT R LT_ R L T T R L T T
Maximum Queue(ft) 127 96 `-. 59" " 197- :66" 199 522 529 201 276 ' 585 579
Average Queue(ft) 51 17 19 138 24 32 217 225 13 46 371 340
9591Que0'e(R) " 105 58 L 48 " 214 -'- 55 113 -= 455 461 • 98 163 554 537
Link Distance(ft) 268 268 268 177 177 1168 1168 1467 1467
upsireamt(kTme(%) _ 13
Queuing Penalty(veh) 0
Stdrage`BayDISP(ft) - 350. 350 200
Storage elk Time(%) 3 4 20 16
Que(ng Penalty(veh) 1 '2 ,.. S ' '9
Intersection: 8: Route 220 & Valley Ave/Southern Hills Dr
Directions Served R
Maxidnim auette(R). 360
Average Queue(ft) 37
95M (ft) 182
Link Distance(R)
Upsfnam.BIkTime(%)
Queuing Penalty(veh)
51&age Bey:Disl(R) 200 -
Storage Blk Time(%)
QUeumg Penalty(veh)
Network Summary
Netvrork wide Queuing Penalty:50
Pheasant Ridge Apts SimTraffic Report
Page 2
AECOM
Appendix C
2019 "No Build" Conditions Capacity
Analysis
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2114/2013
t t t \► ✓.
Lane Configurations TT i 'I it
Volume(vph) 70 166. - 1964 - 4 36 '836 ,;
Ideal Flaw(vphpl) 1900 1900 1900 1900 _1900 1900
Storage Length(ft) 0 0 200 500
Staraq€Canes 1 1'� 1::;. 4 _.
Taper Length(ft) 100 100
Lane U6LRactor" °s 1.00 1.00 095 100 :< 100 0.95 `-:
Ed 0.850 0.850
Delay.. . _ . _. . . .
Flt Pmlected ' :0950 -0.950
Satd,Flow(prot) 1787 1567 3524 1439 1676 3061
FiI e S ` �" X0.860 0.034
Said.Flow(perm) 1787 1567 3524 1439 60 3061
Righttumon Red : - Yes' Y@s
Said.Flow(RTOR) 161 2
LiokSpeejmph)" 25 45 45
Link Distance(ft) 1083 857 967
TraveltTime(s) - 29.5 13.0 14.7
Peak Hour Factor 0.60 0.91 0.90 1.00 0.52 0.93
Hew),Vehides(%) 0% 2% 5% 15% `. 5% 15%
Ad).Flow(vph) 117 182 2182 4 69 899
Shared L2teT7affip(%)
Lane Group Flow(vph) 117 182 2182 4 69 899
Enter BWCkedlntgrse jon , No No No No 3 No :No
Lane Alignment Left Right Left Right Left Left
Median Wid i fl) 12 12 12 7
Link Offset(ft) 0 0 0
Cros§yiSlk W m(ft) 16 16 16
Two way Left Turn Lane
.. . _... ._. . ,. .
Headwey FaGlor _: 1.01 1.01
0.97 097'- 1.03 1.03
Turning Speed(mph) 15 9 9 15
Number of Detectors 1 1 '. 2 1 ' ` 1 2
Detector Template Left Right Thru Right Left Thm
Leading Detector(ft) 20 20 100 20 20 100
Trailing Detector(ft) 0 0 0 0 0 0
Detector 1 Position(ft) - 0 \ 0 0 0 0 0
Detector 1 Size(ft) 20 20 6 20 20 6
Detector 1 Type :Cl+Ex Cl+Ex "CI+Ex Cl+Ex.:.Cl+Ex CI+Ex
Detector 1 Channel
Detector l Extend(s) ` 00 0.0 00 0,0 :' 0.0 0.0
Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0
_ . ....
Detector Belay((s) : 0.0 0.0 00 0.0 oo 0.0
Detector 2 Position(ft) 94 94
Detector 2 Size(ft) 6 6
Detector 2 Type Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend(s) 00 0.0
Turn d Type - NA Perm NA Perm pm+pt NA
Protected Phases 4 6 5 2
Pheasant Ridge Apts 1/27/2012 No-Build AM Synchro 8 Report
Page 1
Lanes, Volumes, Timings
2: Route 220/Route 220 &Old Rocky Mount Rd 2/14/2013
PemiPJjas"es ..q ,.. i ..��:• � *r°-�^,.;`.2E .F ` °-�; s a-.T
Detector Phase 4 ry 4 6 6 5 2
Svtt Phase. _
Minimum Initial(s) 6.0 6.0 30.0 300 10.0 30.0
Mmimun,SpOf(s) 170 17'0;1 _38,0 `38.0 17`0 3380 s
Total Split(s) 25.0 25.0 120.0 120,0 25.0 120.0
TOt(DS'(%)`,.; j14.7% 14.t% 706%, 706%;-197% 704%
Maximum Green(s) 18.0 180 112.0 1170 18.0 112.0
All-Red Time(s) 3.0 3 0 3.0 3.0 3.0 3.0
LostifmVA7j0'it(s1 ;1;0 o;p- ': .A
Total Lost Time(s) 7.0 7,0 8.0 8.0 7.0 8.0
Leed/IaB==. '`,1".`2,41.7,"5":Lal9.^ .
Lead Lag Optimize? Yes Yes Yes
Vetjicj xtz ttiion(s) 40 ','q.0 6,0 72.
Recall Mode None None Min Min None Min
Acta. r.een(s} 155 155 x i1 i`' 1121 1328 151.8`,'
Actuated g/C Ratio 0.10 0.10 0.69 069 082 0.81
vEtRalio - 069 0.6s2 09,Q:e 0.00 0,40 0,30 -`
Control Delay 92.0 23.1 27.3 7.5 28.9 46
Total Delay 92.0 23.1 27.3 7.5 28.9 4.6
Approach Delay 50.1 27.3 6.4
Mhr4
Cycle Length:170 - -
Adualed(vile Cenglh:162.3
Natural Cyde:100
Curt SType;'SMed-Unmofdmated
Maximum v/c Ratio:0.90
Infersectloh Signal Delay 23.4 Intersection LOS:C-
Intersection Capacity Utilization 77.1% ICU Level of Service D
Analysispenpf(min)15 .:.-Splits and Phases: 2 Route 220/Route 220 &Old Rocky Mount Rd
02 {04
' 05 t'06
Pheasant Ridge Apts 1/27/2012 No-BuLld AM Synchro 8 Report
Page 2
Lanes, Volumes, Timings
5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd 211412013
-' f '~ t *\ t t `► 1 4'
Lane Configurations '1 1. R A 1 44 i 'I 4T r
volume4yboi' ' 106 = '43 12 iiii 2:1?7 :12 58 8. ,1975-.z .64 23i '°,82$ ,"44
Ideal Row(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length(ft) 0 0 0 0 200 0 650 150
Taper Length(ft) 100 100 100 100
Lae.:061`r6(df ' ''100 too % too"100 `- too 1.00 `'100` 093 '€1,A0 '<too -'0;95 ' 1.00
Frt 0973 0.875 0.850 0.850
E Prot d #0960 ° _095.p, j „0.950 0,950 :_'
Satd.flow(prat) 1877 1923 - 0 1642 1579 0 1823 3440 1599 1770 3139 1568
F*Pefrg- = 0.950 _ 09,50"t"; ' "' 0450 0.950x;'.'
Satd Flow(perm) 1877 1923 0 1642 1579 0 1823 3440 1599 1770 3139 1568
Rtghf[yr{tRed ,;`. , : Yes ` Yes ' , j Yes ' ,r , .;.°- ,'-Ty Yes
Satd.Flow(RTOR) 3 68 74 53
Link Distance(ft) 500 582 967 1257
TrielTire'(s):,„.' . 13.6 ' -'159 ',447 + _ i90
Peak Hour factor 090 0.56 0.69 0.50 0.58 0.56 0.50 091 0.71 0.74 0,95 0.55
IYeal7yVeh es(%)'' 0% ` 0% -' 0% 11°,5': 8% 6% 'r 0% „ 6% - 2% 2%' '15% ii 3%
Adj.Flow(vph) 118 77 17 42 21 104 18 2170 118 312 873 80
Shan bn3Trotk(%) ..
Lane Group Flow(vph) - 118 94 0 42 125 0 18 2170 118 312 873 80
EMe00,[ocke'dlnteersechdn " Nor' No j. No No,_7 'No„, No No No, No 'No Na ' No
Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right
Me6agkV (tl) 12 _ �" 12 12 _- 12
Link Offset(ft) 0 0 0 0
Ctossv. IMx' M8l(ft) 16 tj` 16 16 `16 ,
Two way Left Turn Lane
Headxlay'facter 0.95 0.95 . 0.95 0.99 ';099 0.99 0.09 0.99 0.99 1.00 :!100 1.00
Turning Speed(mph) 15 9 15 9 15 9 15 9
NumberogOeiedors 1 2 1 2 1 2 1 - 1' 2 1.
Detector Template Left Thru Left Thai Left Thru Right Left Thru Right
Leadiryg De[ector00 s 20 100 20 C 100 20 100, [, 20 i 20'".t 100 . 20
Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0
Detecar4Rositt0 ft) > 0 0 0 0 0 0 <:, 0 0 s! .0 -0
Detector l Size(f1) 20 6 20 6 20 6 20 20 6 20
Detector 1 Type -.CItEx Cl+Ex Ci+Ex .;CI+Ex CI+Ex CI+Ex "C[+Fx .d+Ex CitEx"„ Cl+Ex
Detector l Channel
Detector l Extend(s) 00 0.0 0.0 i 0.0 0.0 00_. 0.0 00. 0.0 0.0
Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0
r 0.. . .. 0
Detectoripelay(sj 40. 0.0 OD. ..'0.0 0.0 0.0 00 00 ') 0.0 '0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Type Cl+Ex Cl*Ex Cl+Ex Cl+Ex
Detector 2:CAiannel `
Detector 2 Extend(s) 0.0 0.0 0.0 00
turn .. .
Turn Type " Split NA Split NA Prot NA Perm Prot - NA Perm
Protected Phases 4 4 3 3 5 2 1 6
Pheasant Ridge Apls 1/27/2012 No-Build AM Synchro 8 Report
Page 3
Lanes, Volumes, Timings
5: Route 220/Route 220 &Crossbow Cir/Pheasant Ridge Rd 2/14/2013
f -■ { 4- 4'• 4\ t P \• 4 4/
1:9ifitriRtikigil-77P:',- . ":"*."Try.:
Detector Phase 4 4 3 3 5 2 2 1 6 6
Minimum Initial(s) 60 60 60 60 100 300 30.0 60 30.0 300
Total Split(s) 25.0 250 25.0 25.0 25.0 120.0 1200 110.0 1200 1200
Total 00 t%)' --"'-' - 13.9SA/5;9* '.- _89%. :9-9% '. ','-,8.9% 42.0% ..42;9%- '3%3%.'42.9%1; 429%
Maximum Green(s) 19.5 19.5 19.5 19.5 19.5 112 0 112 0 104.5 112.0 112.0
All-Red Time(s) 1 5 1.5 1.5 1.5 1.5 3.0 3.0 1 5 3.0 3.0
cestAltgloiksIc - -: .- 0.D ,i0.9 --?:, :-90' -0.0 . :'0.0!..,:.0.6 ': C1:0:- 0.0 '' -.00:-. -0.0
Total Lost Time(s) 5.5 55 55 55 55 8.0 8.0 55 8.0 80
• 4.1?,'-'car',2.'f :, 4614"v-:1;eact: -, ' "::Lea 4' Al40 5 Lag::3:0119 149- Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Ve0A1.990110.100(s) - 11'111,0' Z4.13 -- :-4111, '---4,0 --.48,1-C-5.0 5.0: ` 4.8 ..?40, 5.0
Minimum Gap(s) 3.5 35 3.5 3.5 3.5 50 50 3.5 5.0 5.0
Thielifore:11:tedge(s) 15,0-. 15.0 -:- . , ''` -15.0' -15.0 . 150$1.'254 ' 250 150 -25.8..., 25.0
Time To Reduce(s) 150 150 ISO 15.0 15.0 150 15.0 15.0 15.0 ISO
RecalMOde-u.--_, Min'-, ,Mn- ' .Min -, Mm . . Min , Min- Mh ,Mh Min Min
Act Het Green(s) 18.8 108 14.0 140 10.3 1125 112.5 437 146.0 146.0
Actuatec-4/CRebol - ; 0,09- 0.09 - '- -`-' 0.07. 0.07, - ..0.05-, "-:0.53 - 0.53 -10.20- aso Q68
v/c Ratio 0.72 0.55 0.39 075 021 120 0.13 0.86 0.41 0.07
Con:tio.OSi- ' 48 f08.5 :- 10t..6 -72.4 108.7,,138:1 12.0 105.3 15.8 4.8
Queue Delay 00 0.0 00 0.0 0.0 0.4 0.0 00 0.0 00
Total Di* ' - 119.8 185.5 .` " 105.0 .72.4 . 108.7; 138.4 12.0 105,3 , 15.8 4.8
LOS F F F E F F BF B A
Approach LOS F F F D
I 1
Area Type: Other
Cyc'e Length:280
Actuated Cycle Length.213.7
Control Type:Actuated-Uncoordinated
MaudinUin 9/c Ratio:1,20
Intersection Signal Delay:98.3 Intersection LOS:F
Inteise(990090achnitilization 95.8% ' ', , ,, ICU Level of Service F. .' .
Analysis Period(mm )15
Splits and Phases: 5:Route 220/Route 220 8 Crossbow CirlPheasant Ridge Rd
\I roil to2 1r03 44
llifil-II:i.-.:;:- ;.,-- • 1,,...,-,r,...:“:-E.TkatTfl:id ilt2O:Preg.5,,gars'7;e _ 7un, .--- ::: -;r I 112T1r-ri:Td I2511 I
4\05 i 06
,257s-,:vd lug i..sc .L• i i-L.,__5:,, , ■ ,-, ‘7,x:;<,:q.,:p-t,u,.;t1t3fieZaWS$aliattale-AAF,",rfteWl I
Pheasant Ridge Ants 1/27/2012 Nc-Build AM Synchm 8 Report
Page 4
Lanes, Volumes, Timings
8: Route 220&Valley Ave/Southern Hills Dr 2114/2013
J _, 1 { `- t 1 f P * i r
1
Lane Configurations 'j 4r R r ) Tt r vi ft F
Volume(vph) 38 , 0 " 25 , 68 4 75 101 1994 ' 115 , . 37 L 1990 .77
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Grade(%) 0% _- S% 0% .• , 0% .
Storage Length(ft) 0 0 0 0 350 350 200 200
Taper Length(ft) 100 100 100 _ 100
Lane DOl Ftictar 09S 0.95 100 100.°: 100 100 100 095 :' 1.00: ' 1.00 0.95 1:00
Frt 0850 0.850 0.850 0.850
Fk Protected -D.950 0.950 :0957 < 0 950 A 950 1,:
Satd.Flow(prot) 1559 1559 1495 0 1864 1607 1719 3438 1599 1736 3195 1509
FIt PeholSed ;10.959'-',Q.050 cj -.0957 . 0.950 0950 `
Satd.Flow(perm) 1559 1559 1495 0 1864 1607 1719 3438 � 15 ., �
99 1736 3195 1509
Rghf Tum c91 Red' Yes Yes ... - Yes is_ "<s '. Yes
Satd.Flow(RTOR) 85 99 - 90 82
Link Speed(mph) -25 . 25 45 r: 45
Link Distance(9) 324 233 1257 1518
Travel Time(s) ' 8.81 6.4 19.0 . 230-
Peak Hour Factor 0.67 1.00 0.62 0.87 0.50 076 0.78 0.92 0.90 0.64 091 0.79
Hee`avyVehdes(%) 10% 0% 8% 0% 0% 3% 5% 5% 1% . 4% 13% `7%
Adj.Flow(vph) 57 0 40 78 8 99 129 2167 128 58 1088 97
Shared Lane Traffic(%) 50% '>
Lane Group Flow(vph) 28 29 40 0 86 99 129 2167 128 58 1088 97
EnterBhc_kedlntersechon No ; ,,Np - 'Right No No , No No ' No .No. No No `No
Lane Alisnment Left Left Right Left Left Right Left Left Right Left Left Right
Median Md(h(ft) 12. 12 12 „ 12
Link Offset(ft) 0 0 0 0
CmsswalkWdth(flj - i6r� i6 i6 16
Two way Left Tum Lane
HeadwayFacior ; 1.00 1.00 1.00 0,97 0.97 0.97.: 1.00 100:` 1.00 1.00 1.00 1.00
Turning Speed(mph) 15 9 15 9 15 9 15 9
Number of Detectors - 1 2 1 1 2 1 1 2 1 1.: . 2 °i.
Detector Template Left Thru Right Left Thru Right Left Thm Right Left Thru Right
Leading Detector(ft) 20 100 20 20 100 - 20 20 100 - 20 20 100 °20
Trailing Detector(8) 0 0 0 0 0 0 0 0 0 0 0 0
Detedor 1 Position(ft) 0 0 0 0 <: 0 0 0 0 '. 0 , 0 0 -0
Detectors Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20
- . ..
Detector I Type Cl+Ex CI+EZ, Cl+Ex Cl+Ex ;:Cl+Ex CI+Ex Cl+Ex Cl+Ex `Cl+Ex Cl+Ex 7.Cl+Ex CI+Ez
Detector/ Channel - - - --
Detector I Extend(s) 0.0 0.0. 0.0 0.0 `" 0.0 0.0 00 020 0.0 "0.0. 0.0 0.0
Detector l Queue(s) 00 0.0 0.0 0.0 00 0.0 0.0 00 0.0 0.0 00 0.0
Detector)Delay(s) 0.0 0.0 0.0 0.0. . 00 0.0 0.0 0.0 0.0 0.0 00 `0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex CF+Ex
Detector 2 Channel
Detector 2 Extend(s) 0.0 00 0.0 00
Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot NA Penn
Protected Phases 3 3 4 4 5 2 1 6
Pheasant Ridge Apts 1/27/2012 No-Build AM Synchro 8 Report
Page 5
Lanes, Volumes, Timings
8: Route 220 & Valley Ave/Southern Hills Dr 2/14/2013
f -• ■ C ~ k' 4\ f it `. 1
( I
Pe{mlltedPh a .. "- a *.rz 7a 74-4.
14" %,x'- 721 -`*
-, 6
Detector Phase 3 3 3 4 4 4 5 2 2 1 6 6
§wft h Phase'
Minimum Initial(s) 80 60 6.0 6.0 6.0 6.0 8.0 180 18.0 60 18.0 18.0
MIpigni,plit(s) -> 114) 11,01 44041-=11.07 1110 "4 1fi0'- '410 ' 250.E 25.0 I -11.0;2 250`1r=25.0
Total Split(s) 15.0 is o 150 20.0 20.0 20.0 250 120.0 1200 250 120.0 120.0
ToeISpjNJ z " 8.3% 83% i 83% 11183'414%;414.4331`.139% 667%146 .7% 13,9% 667% 661%t
Maximum Green(s) 10.0 10.0 10.0 15.0 15.0 15 0 20.0 113.0 1110 20.0 113.0 113.0
Y 3 9 5 9 1 T r n g(4 ' 4.o 4.0 4b', • 4Q 40 :'• 4,0' 4.0 ' 504' `6A , 40'. '5.0 5.0
All-Red Time(s) 1.0 1.0 1.0 1.0 10 1.0 10 2.0 2.0 10 2.0 2.0
Losstiiin1pstu4(s) 00" .,0.00 dtl ii 00 t„0,0 ? 0.01, : 00 00 0.0? c 00 - ;
Total Lost Time(a) 5.0 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0
Le4ag': " Lead 1 Lead'' Lei. ,W .. Lag ,.da9' Leal . .I-66:i r•`Lag Lelia 1,49 fl
Lead Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
ve$11eE n4n�(s) 4.0 4.0 40 _,4o- - 4,0%. 4.0- 4.0 > -76.0 6.0 ;4.0 : ,`60 : 60
Minimum Gap(s) 3.5 3.5 3.5 35 3.5 35 3.5 5.0 5.0 3.5 5.0 5.0
FmeB'EjMq 9(10§e0) 150 4,5.0 1,5`0 °. 150 jy 15:0+, 15.9` 160x•450 ' 425.0 .15,0. v250::. 25.0
Time To Reduce(s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 100
Reed-VW' _` ' I Min, Min <: Mr h4n ",Min Mini h]n Min Mln Min Mjn Mn°
Act Effct Green(s) 8.8 83 8.8 13.0 13.0 17.4 1112 113.2 12.0 1078 107.8
AdUatedg/C`Raho 005,- 045 005 ';; -` 0,0,, ' 0.08 [ 0.10 , '0:67 ': 067. 0.07- 0.64` "0.64
v/c Ratio 0.35 0.36 0.25 0.60 046 0.73 0.94 0.12 0.47 - 0.53 0.10
Con50De lay- . ' " 909 i. 9161 3.8=Ii `r= '(1 iI94.04 ii-196 978- .35.3 4.1 88.8__• 187, ii,'36
Queue Delay 0.0 0.0 0.0 0.0 0.0 00 4.0 00 0.0 0.0 0.0
Tgi'e(pelarX' . 90.9 91,6 18 . ', 940 ,18.6;: 978 ' 39.3= 4.1 88.81 187 , '36
LOS F F A F BF D A F B A
Approach LOS E D D C
I
Area Type Other
Gydelenglha80
Actuated Cycle Length:169
NaturaLyycle 1_00 ..
Control Type:Actuated-Uncoordinated
ManmumvlclTatio:094
Intersection Signal Delay:35.3 Intersection LOS:D
Intersechoit padtyU81rabon 84.9% '.let)Level ofServceE ii_
Analysis Period(min)15 - - -- -
Splits and Phases: 8:Route 220 8 Valley Ave/Southern Hills Dr♦
\I. loo W It
ws I (18as a _ ._`I Itss3I Los 11
05 106
s _ _� =I I1�rtr°-= ..a , ., s�r ., ,,,m _., .. s1
Pheasant Ridge Apts 1127/2012 No-Build AM Synchro 8 Report
Page 6
Queuing and Blocking Report
No-Build AM 211412013
Intersection: 2: Route 220/Route 220 & Old Rocky Mount Rd
Directions Served L R T T R L I T
Maximum'- eue(1t) 133 308 <'. 847 845. 179 78 314 318
Average Queue(ft) 54 131 717 705 8 26 70 81
95511id8,eukll)r ' 109 257 1059 1065 87 64 214 _ 230 !,
Link Distance(ft) 1015 1015 796 796 906 906
UPstr`e ; ietirne(%) ' 39 40
Queuing Penalty(veh) 0 0
St'ore�e BayDTst�ft1 " 200 500`.-
Storage BIk Time(%) 43
pieuing Pg281f1`(veh) _ 2. ` .. _
Intersection: 5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd
Directions Served L TR L TR L T T R L T T R
Madiwty)Liieuefrt)' ` 208 " 139 `.. 87 164 174 ' 025 040 588 ; 435 396 393 181
Average Queue(ft) 109 54 23 54 15 869 871 63 239 143 149 16
95th QdeL (ft) 183 112 65 121 86 1037 -'1049 377. 380 320 324 93
Link Distance(ft) 443 443 524 524 906 906 906 1168 1168
UpsheajMBlk Time(%) - 11/'' 14 1'i
Queuing Penalty(veh) 79 99 5
Storage Bayy Dist(ft) 200 650 150
Storage Blk Time(%) 41 8
Queuing Penally(veh) 4 4
Pheasant Ridge Apts SimTraffic Report
Page 1
Queuing and Blocking Report
No-Build AM 2/14/2013
Intersection: 8: Route 220 &Valley Ave/Southern Hills Dr
1
Directions Served L LT R LT R L T T R L T T
Mai iupnQJMik(ft)' 1.0 ` ° 43 601.,140„:134 449 `877,' 896 ": 450 ,-141,«' .262 316
Average Queue(ft) 39 2 20 66 51 116 285 299 68 39 201 158
95Keit1e4(f) .: e7 <2f's 50 125"„ 10& 260 i:- 669 690'• 315 96 321,' 17 282
Lmk Distance(ft) 268 268 268 177 177 1168 1168 1467 1467
Upshea"m Blk yne(%)'., S '0 ': 0 0 ±:
Queuing Penalty(veh) 0 0 0
SfarP �) 350';.. 350 200":
Storage Blk Time(%) 6 7 0 7 3
QueufnO Pejialty(veh) s. _, 6 8; 0. 3 :2
Intersection. 8: Route 220 &Valley Ave/Southern Hills Dr
1
Directions Served R
Average Queue(ft) 15
95th Queua(ft) 51 ..
Link Distance(ft)
UpafteainB)kriine(%).. ,
Queuing Penalty(veh)
Sto[ageBay D(st(ft) , . 200
Storage Blk Time(%)
Queuf19'PenaBy(veh)
Network Summary
tdeMwk wide Queuing PenS:212 .,
Pheasant Ridge Apts SimTraf is Report
Page 2
Lanes, Volumes, Timings
2. Route 220/Route 220 & Old Rocky Mount Rd 2725/2013
t t t \
} . . _
Lane Configurations _ r ft r '1 14
Vdtime( j 66 131= -`1114 27 2334 2045 . , .
Ideal Flaw(vphpl) 1900 1900 1900 1900 1900 1900
Storage Length(ft) 0 0 200 500
Taper Length(ft) 100 100
Lane Uh7.`Fdclor, :;1.00 100 { 095 100 , 1.00 0.95
Frt 0.850 0.850
FlP-roleded: >0.950 . ::0.950 ,
Satd.Flow(prat) 1752 1567 3426 1655 1742 3384
Fit ,'= , 0.930 ._'0:{65
Satd Flow(perm) 1752 1567 3426 1655 303 3384
tT' .Red' Yes z Yes >:
Satd.Flow(RTOR) 179 32
Link Distance(ft) 1083 857 967
Travel Timel(s)- 29.5 ' 130 147
Peak Hour Factor 0.80 0.73 089 0.72 0.93 098
Heav10e10es(%) 2% 2% 8% 0% '1% 4% 1'
Adj.Flow(vph) 82 179 1252 38 252 2087
SharddUne.77afic(%)
Lane Group Row(vph) 82 179 1252 38 252 2087
Epterplcek lIntcrsecton TJo No .-_ No No ��. No No
Lane Alignment Left Right Left Right Left Left
Mean W1hP1(ftj y 12 .' 12 12
Link Offset(ft) 0 0 0
CrossyielY l&tth(ft) "- 16 16 , .16 ,. _
Two way Left Turn Lane
Headway Facia 1.01 1.01. ` 0.97 0.97 1.03 1.03
Speed(mph) 15 9 9 15
Numbeof Detectors 1 1 . . 2 1 1 2
Detector Template Left Right Thm Right Left Thru
Leading Oeteclor(ft) 20 20 100 . 10 20 100
Trailing Detector(ft) 0 0 0 0 0 0
Detector 1 posNOn(ft) 0 0 0 0 0 0
Detector 1 Size(ft) 20 20 6 20 20 6
Detector 1 Type Cl+Ex CEEB(' Cl+Ex CI+Ex;. CI+Ex CI+Ex
Detector l Channel
Detector l Extend(s) 0.0 0.0 0.0 0.0 00 0.0
Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0
Detector l Delay(s) ' 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94
Detector 2 Size(ft) 6 -6
Detector 2 Type Ct+Ex CI+Ex
Detector 2 Channel
Detector 2 Extend(s) 0.0 0.0
Turn Type NA. Pena NA Perm pm+pt NA
Protected Phases 4 6 5 2
Pheasant Ridge Apts 1130/2012 No-Build Synchro 8 Report
Page 1
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 212512013
Pew P "ras Iff 4/Sf/40 r,744,- .,sys.. 4r 94/(4* n d"y<"^ w,.
"e
Detector Phase4 2:. ..
Sv4t h PhSe
Minimum Initial(s) 60 6.0 30.0 30.0 100 300
Mmhmum"_6plh(s) 17.0 -170 : 380 -3b.0 17.0 3801- - '
Total Split(s) 25,0 250 1200 120.0 25.0 120.0
Maximum Green(s) 18.0 18.0 112.0 112.0 18.0 112.0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 30
Total Lost Time(s) 7.0 7.0 8.0 8.0 7.0 8.0
LeaNLT.„ , _ .., , Lag= j.ag° Lead
Lead-Lag Optimize? Yes Yes Yes
VeCytle.E7dehsion(s) 40` 4.d ;. 60; `'to;; 4.0 6.0: , r
Recall Mode None None Min Mm None Min
ASTEWE kif(s),- = 138 ,.,,12`8 ` 93.7 '',937 X413,0 112,9=;
Actuated giC Ratio 009 0.09 067 0.67 0.81 0.80
vie Raho,?q , 052 059 : 0,55" 003 ;, 068 0.77'-
Control Delay 72.7 16.1 142 4.0 15.3 10.1
QuSeDe05y, " ,00 00 ? 0.0' 00;: 0.0 01. '
Total Delay 72.7 16.1 14.3 4.0 15.3 10.2
Approach Delay 33.9 14.0 103
A !21 ! 'eArc . . , "1T.4 7.
Cycle Length.170
Aduatetbyde Length:140.8
Natural Cycle:75
CenhdTtpe'Achlated-LincoOrdiaated
Maximum vie Ratio:0.77
Intersection!$40n�Delay:13.4 7ntersechon LOS B r
Intersection Capacity Utilization 74.0% ICU Level of Service D
Analysis Permd(min)l5 .
Splits and Phases: 2 Route 220/Route 220 &Old Rocky Mount Rd
lli
+®F2 104
=1 1
05 t66
..:: a.. iL•
Pheasant Ridge Apts 1/30/2012 No-Build Synchro 8 Report
Page 2
Queuing and Blocking Report
No-Build 2/25/2013
Intersection: 2: Route 220/Route 220 & Old Rocky Mount Rd
Directions Served L R T TI R L T T -
MazSmum;(yale(ft) > 138 104 338 302 30 260`.' 372 408 ';
Average Queue(ft) 54 43 174 130 1 107 145 167
95NQuBtjt r`; JOfi,;` 82 > 301 `258 `' 30 205 y 33Q 387 =,
Link Distance(ft) 1015 1015 796 796 906 906
Queuing Penalty(veh)
S46a403801st(ft) + '200 500 _
Storage elk Time(%) 1
Quelling Penalty(veh) 0 -;
Intersection: 5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd
Directions Served L TR L TR L T T R L T T R
Matamym`(ipeue(ft) 2027,-)173 353 237 279 601 599 66 750 '1149, 4144 ,250
Average Queue(ft) 98 82 204 121 67 313 312 16 403 823 836 84
9581 Quede(11) 179 ^ 152 ? 347 219 ':' 200 550 543 45 834 1198 1203 259
Link Distance(ft) 421 421 524 524 906 906 906 1168 1168
Up*Beam BlkTime(%) if (:. 0 .>.
Queuing Penalty(veh) 1 1
Storage BayDist(ft) 200 ` 650 150
Storage Blk Time(%) 20 0 20 34 0
Queuing Penalty(veh) 8 1 44 45 -0
Pheasant Ridge Apts SimTraftic Report
Page 1
Queuing and Blocking Report
No-Build 2/25/2013
Intersection: 8: Route 220 &Valley Ave/Southern Hills Dr
Directions Served L LT R LT R L T T R L T T
Iklaffmunt de(ft) r. 152 ' 125 s 260 194 90,.`;424". 868 ' '690-f 239 298} 4372...,.t332
Average Queue(8) 75 26 118 152 26 133 217 227 24 59 844 805
95th Q, eg ), , "t. 1% t9 20¢ „ 224.2 �'F66 =`3I0". 544 r e553 ' 168,2 '•204'.:: 4414.n-12210
Link Distance(ft) 268 268 268 177 177 1168 1168 1467 1467
Queuing Penalty(veh) 0 0 0 0
Storage Blk lime(%) 4 5 33 32
CuP0/09?.$44(vet1),- . . ,. ,,. : 5 3 - .? s 10 t.22
Intersection: 8: Route 220 &Valley Ave/Southern Hills Or
Directions Served R
Ma.�'m7�"kati e,(ft) -300 _ ...
Average Queue(ft) 63 "
95f6'.flueUe((tf",`
Link Distance(ft)
Upsu6A!! Iklme(%)
Queuing Penalty(veh)
Storage Blk Time(%)
QueuTn09egalty'6feh)
Network Summary
Netvrorkwi.Ee Quemng.PehaBy'140 •
Pheasant Ridge Apts SimTratfic Report
Page 2
A_COM
Appendix D
2019 "Build" Conditions Capacity
Analysis
•
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2/14/2013
t `►
Lane Configurations a tt t 15 t
vulpme(Gph) . - 70 166:'.11146k1:,,* A T
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Gl?de(%) '." 2%" 5% % ' 5%
Storage Length(ft) 0 0 200 500
Taper Length(ft) 100 100
Laila Util'Fstor' ;.,.7,DO ),9O 0.95 :,,1,00 1.aq', oss;_ .
Frt 0.850 0850
Fh,PrMeaed 0050 '; 0.950
Satd.Flow(prot) 1787 1568 3524 1439 1676 3061
Satd.Row(perm) 1787 1568 3524 1439 60 3061
PogT�t'Tjim onR?d = Yes<? ,;„ Yes'=
Satd.Row(RTOR) 161 2
WkSp¢ed(rn h) 25 _.45 46
Link Distance(ft) 1083 857 967
TrevetTmec$ '1:- 295 13M =., t47_:7:
Peak Hour Factor 060 0.91 090 1.00 0.52 693
Adj.Plow(vph) 117 182 2188 4 69 922
Share4i@ taffic(%) .
Lane Group Flow(vph) 117 182.. 2188 4 69 922
EnterBlod e0ldt&s`ec8on I( . 'No ; ;.No .: No No, No `
Lane Alignment left Right Left Right Left Left
Median=Widfi(8) 12 ' 12 12 _
Link Offset(ft) 0 0 0
Two way Left Turn Lane
Headway;Faclor 1.01 101 0.97 097 i 103 1.03
Turning Speed(mph) 15 9 9 15
Numbetof'Deledars , 1 1 - 2 l ; 1 2:
Detector Template Left Right Thru Right Left Thm
LeaQmg Detetor(ft) ' 20 ' '20 100 20 r 20 100
Trailing Detector(ft) 0 0 0 0 0 0
Dete51af9Posmon(ft) ,.; '0 0 0 0 0 '0 =
Detector 1 Size(ft) 20 20 6 20 20 6
Detector t Type :Cl+Ex". CI+Ex `f.CH-Ex Cie":.Cl+Ex CI+Ex'
Detector 1 Channel - ---- --
DetegtorlExtenB(s) : 0.0 0.0 ' 0.0 0.0 0.0 00 d. _
Detector 1 Queue(s) 00 00 0.0 0.0 0.0 0.0
Deteaorl.Delay(s) `.` 0.0 0.0 ' 0.0 0.0.'.. 0.0 0.0 -
Detector 2 PoslUon(ft) 94 94
Detector 2Stze(ft) . 6 6.:
Detector 2 Type Cl+Ex Cl+Ex
Det ctor 2:Channel
Detector 2 Extend(s) 0.0 0.0
Turn Type r NA Penn NA Penn pm+pt NA`.
Protected Phases 4 6 5 2
Pheasant Ridge Apts 1/27/2012 Build AM Synchro 8 Report
Page 1
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2/14/2013
< < t r �► 1
I
Detector Phase 4 4 6 6 5 2
Sxt1 ♦il)5se
Minimum Initial(s) 60 6.0 300 300 100 30.0
M1i'6i i 7 h"(s)' . 317.0 17.011'1r3k* 38.d >17.0 38,0 s '
Total Split(s) 25.0 25.0 120.0 120.0 25.0 120 0
Td'al'SpGk(° ztr.. ' ' 147% 147%.; 06% 70 % x047% 70.6%`r; , .
Maximum Green(s) 18 0 18.0 112 112.0 18.0 112 0
YeowwTtme{s) 4.0 40 50 5.0 A0. 5.0 r`
Al-Red Time(s) 3.0 3.0 30 3.0 3.0 3.0
LAtj 7M&sst(sy b9 6p -. , ao 667.2 6a; .:;vn l:
Total Lost Time(s) 7.0 7.0 8.0 80 7.0 8.0
Lead-Lag Optimize? Yes Yes Yes
VWde `ds n(s) 90 40 46-0 6Gy'a`40 60
Recall Male None None Min Min None Min
AdE6ctCl`e87`(s)- +,15,5 155 .1121 t121 T132:7-` 13-7 ;-> '
Actuated /C Ratio 0.10 0.10 0.69 0.69 082 0.81
v/cpehors : 0.69 0.62 " 090 ; b90 rf 0.46 037
Control Delay 92.0 23.0 27.5 7.2 28.9 4.7
Total Delay 92.0 23.0 27.5 7.2 28.9 4.7
Approach Delay 50.0 27.5 6.4
ApM' .,LOS . .... D , . , G .
.1415.6- - " , '_'� � ", "7.
Cyde Length'. 170
AcWa(Gd Gyc�e1,n9,lh'1622
Natural Cyde:100
CanUd rive: „ .
Maximum vie Ratio:0.90
Interseidak al Delay-23A Intesechon =
Intersection Capacity Utilization 77.2% ICU Level of Service D
Aialysi;Penod(min)15
Splits and Phases 2.Route 220/Route 220 &Old Rocky Mount Rd
02 �09
Sh ax'fu .
�05 1♦0e
ass^_ I •t2OS'- . > . ,.?el
Pheasant Ridge Apts 1/27/2012 Build AM Synchro 8 Report
Page 2
Lanes, Volumes, Timings
5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd 2114/2013
t fr t4\ t r \* if
I 1
Lane Configurations 1 A ) 1. I }? (r 1 tt is
Volume(StrN1 , 106 ' =i43 1' 12' 42,; 12 ° 122 9 .;1975: .`Q9." 247 j 829
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 . 1900 1900 1900 1900 1900 1900
Gtada }`; ' ,8%'r.: 'L% .:2% r._ 0%•Storage Length(ft) 0 0 0 0 200 0 650 150
Taper Length(ft) 100 100 100 100
Lice titi-L Scbd"r, 1.00 1.00 z . 10: 100 ` 1.00 1.00 i:' 100. -. 0.95 160 10'_ ` 095 ' 1.00
Frt 0.973 0.863 0.850 0 850
Sato Row(prot) 1877 1923 0 1642 1560 0 1823 3440 1599 1770 3139 1568
FB 1( .;;' -. 0.950 :0.860: = 0.950.. .
r, 7
Satd Flow(perm) 1877 1923 0 1642 1560 0 1823 3440 1599 1770 3139 1568
Rl91itmp% Red' , ',' •Yes. Yes Yes' Yes•
Satd.Row(RTOR) 3 143 74 53
link , `ph) • •'?, 7 • P5 45,_ .. .!- 1.-45,-
Link Distance(ft) 500 582 967 257
Travel re"(s) ' 136 l&9 ` 147 ":'_ 10.0 .
Peak Four Factor 0.90 0.56 0.69 0.50 0.58 0.56 0.50 0.91 071 0.74 0.95 0.55
Hea■yl(e(il4e;(%) 0% 0% 11% 8% 6%,1'::::-0%-,... 6% 2%` .2%" 15% 3%
Adj.Row(vph) 118 77 17 84 21 218 18 2170 125 334 873 80
Lane Group Row(vph) 118 94 0 84 239 0 18 2170 125 334 873 80
Ente&QtadedIRtersi:cton No No ,- 'r No .< No No ,No i.. No No. No - NO, ` 2No 'No
Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right
Mea Skridt - ; :12 ° 12 = ;12' " :12 '
Link Offset(ft) 0 0 0 0
Two way Left Turn Lane
Fl dw* ctor I . 0 95 0 95', 0.95 0,99''. 099 099 '= 099 0 99 ` 0.99 10' 1.00 -1.00
Turning Speed(mph) 15 9 15 _ 9 15 9 15 9
Numbefoff Detedom 1 2^ 1 2 1` 2 1 1z 2 -1
Detector Template Left Thm Left Thru Left Thru Right Left Thar Right
Leading Detector(ft) 20 100 - 30 10 20 100 i. ' 20 ` 20 "100 20
Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0
Detector 1.P6sfon(ft) , o o , 0 0 0 o', 0; 0 0
Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 20
Detedor'1 Type `-:CI+Ex CI+Ei.;' CI+Ex CI+Ex CI+Ex CI+Ex Cl+Ex Cl+Ex CI+Ex CI+Ex
Detector 1 Channel
DetederlE end(s) 0.0 0.0 0.0 ' 0.6 0.0 ' 0.0 - 0.0 0.0 0.0 0.0
Detector 1 Queue(s) 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0
Detected iDelay(a): 0.0 ' 0.0 0.0 -;: 0.0 - 0.0 0.0 00 0.0 0.0 ,o.o
Detector 2 Posifion(ft) 94 94 94 94
Defector 2:Size(ft) 6 i 6 6 6
Detector 2 Type Cl+Ex Cl+Ex CI+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend(s) 0.0 0.0 0.0 00
Turn Type .Split NA Split NA Prot NA Penn Prot NA Perm
Protected Phases 4 4 3 3 5 2 1 6
Pheasant Ridge Apts 1/27/2012 Build AM Synchro 8 Report
Page 3
Lanes, Volumes, Timings
5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd 2/14/2013
f 'i t f ~ 4 4\ t O ti 4 I
r
FentldPh& ' e ' 2 - r, r e6
Detector Phase 4 4 3 3 5 2 2 1 6 6
Swilcitl'Sase
Minimuminlsal(s) 6.0 6.0 60 6,0 10.0 30.0 300 6.0 30.0 30.0
Minifii 'Splil(s) ;'11.5' ,146 11.5' '41.5 15.5 380 :'`380 915 ,,'38.0 ' ;98.0
Total Split(s) 25.0 25.0 25.0 25.0 25.0 120.0 120.0 110.0 120.0 1200
Tetat80_,Nr" -8.9%, 89% ? 8.9% ,`,8S% --8.9% 42.9%; 429%' 394% 449% 419'%
Maximum Green(s) 19.5 19.5 19.5 19.5 19.5 112.0 112,0 104.5 112.0 112
Yellow 1irne(8) 4.0 2,:„..: 4,0 4.0 4.0 " 4.0 5.0 5.0 ,40`.x'5.0 5.0
All-Red Time(s) 1.5 1.5 1.5 15 1.5 3.0 3.0 15 3.0 3.0
L6s6T(mAdjUf(s)r . . ;-'9.0„:":,4.0 =. Q,0-"3'0.0 0.0 "0.0 'x;11 00 00 z<`0.01 0.0
Total Lost Time(s) 5.5 5.5 5.5 55 5.5 8.0 8.0 5.5 8.0 8.0
Leaditag"1 ' .Lag. tap •Lead:.-Lead Lead ' -La (00i^4400 :"r;l_ag' -1.19
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehfde E#enswn(s) `;,,411'...74,0.77.2.4.:0 4.0 40 4,0 5.0 - 50 4:0_:,.: 5,0 `5.0
Minimum Gap(s) 3.5 3.5 3,5 3.5 3.5 5.0 5.0 3.5 5.0 50
Tine BerefeRe1uce(s) : 1fi0-it.150 -.16.0 15.0 -' 150 250.. :? 250, 150 .' 25.0 .25,0
Time To Reduce(s) 15.0_ 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0
Recal(Mode` ' Miff '' Mn min- mp - Min Mn Min Mm ' -'-Mtn I Min
Act Efict Green(s) 18.9 18.9 195 195 10.3 112 112.2 47.9 149.9 149.9
Adgated jC Ratio .."6:08 1 x.0.08 009 -.0,09 0.05 0.50 '. 050 -091 ';!0.67 t = 0.67
v/c Ratio 0.75 0.57 0.59 0.90 022 1.25 0.15 0.88 0.41 0.07
Canti6IDetay - :127.1 'x110.7. , 117.1 735 112.3 164.3 `- 13.7 108.11 `,,l7r5 4.9
Queue Delay 0.0 0.0 00 0.0 0.0 04 0.0 00 00 0.0
Tofel Delay?, 127.1 410.7 117.1 72.5 112.3, 161,7 131 . 108.8 < 17,3 - 4.9
LOS F F F E F F B F B A
Approach Dewy 119.8 ` :!, 841 156.1 ? 40.3
Approach LOS F F F D
Area Type: Other
Cyde Length.280
Actuated Cycle Length:223.1
Na7ural Cycle 150 ,. _. .. ..
Control Type:Actuated-Uncoordinated
Maximurnjilc Ratlm 125- _. _ _ .
Intersection Signal Delay:112.6 Intersection LOS:F
ce _ n _.. U . .. _ ..
Intersectiar7-;Cayacity Uhliza8dh 1027% , ..ICU Level of Service G
Analysis Penod(min)15
Splits and Phases: 5 Route 220/Route 220 8 Crossbow Cir/Pheasant Ridge Rd
-
\tmt tmz .03 44
nUsu'- 661:2? , . "] 11za s - - .� _ . ,1 �ZSf:.1 ksa 511
4\05 4 06
Pheasant Ridge Apts 1/27/2012 Build AM Synchro 8 Report
Page 4
Lanes, Volumes, Timings
8: Route 220 &Valley Ave/Southern Hills Dr 2114/2013
J _* '\) { 4- k• 4\ t t \'' 4 44/
I
Lane Configurations li 4 r 4 r 1 tit, r ) ft r
voogoofirl, - 38,...' c- ,o 5.-•f„.25r--- 04-1--14v -75 101, Ai&i 115 --",17 1.100".% 77
Ideal Flow(uphol) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
€46661/11;2-)1 ' ' '' ,../' ."T"'1'c:A ':-.:,k171-, -,- %"-- ' , -- - ‘; c--0t - -1
Storage Length(ft) 0 6 0 0 350 350 200 200
Strugaraiiii):T• -.:11.".-" .411' - 11 1-20-1'.,.. )2..s.1 1 ,-':1 - . 1 A ,i- --,-,-;: - :1
Taper Length(ft) 100 100 100 100
We att(irigbr ' 0.95 -T.0.95'1.:9".0074.- 1.60'r- lit--- 1.00 too, ' 0.05 - too: 1.00-i 0.95 ',..i.00
Fit 0.65o 0.850 0.850 0.850
RE1014.660;-,,-.! 0.950...,"669601`;;;"1 ", 71,2),"'0952. „' - ...-,0.960 ,0,956 ..,,,,,,,,
Satd.Flowprot) 1559 1559 1495 0 1864 1607 1719 3438 1599 1736 3195 1509
01."..007.61601r-.1 0...9:$0-:eli6fiAtj:','ftlf irkik-194#$7 ":-" '-,-." -.. 60Ts-t-i'-':: ':,- '0,950:::,-":":',
Said.Flow(perm) 1559 1559 1495 0 1864 1607 1719 3438 1599 1736 3195 1509
kleiftiriltiQ-- ':...± ),•, .,, Zii - Yes
Satd.Row(RTOR) 85 99 88 81
0140:44-010/7' .- '‘..251.'Y "'z--":":1: "74-5:- ''.45 t . . '':'-'' "" '- )7115 -"T :
Link Distance(ft) 324 233 1257 1518
Peak Hour Factor 0.67 1.00 0.62 0.87 0.50 0 76 0.78 0.92 0.90 0.64 0 91 0.79
Adj.Flow(vph) 57 0 40 78 8 99 129 2237 128 58 1105 97
Lane Group Flow(vph) 28 29 40 0 86 99 129 2237 128 58 1105 97
Lane Alignment Left - Right Left Left Right Left Left Right Left Left Right
Wierc111g2/' ' ' . ' f 12 ",''''.1 42 - ' .-, ''' '.'s12 '' ' " ' 12 ).
Link Offset(ft) 0 0 0 0
CsswiWC(P) 16 16 16
Two way Left Turn Lane
1-real1VAIria* f.): 1.00 . 1.00")11100'1"--.0.971 0,97 .0.97 "1.90 1.00' " 1.0C 1.00 1.00 too
Turning Speed(mph) 15 9 15 9 15 9 15 9
Nunfer611:1e101aii-- _ - 1 . ... 2 :-.7:1 rL 1 '', -g - 1 :'±1 , 2 1 1. .2 ' 1
Detector Template Left Thru Right Left Thru Right Left Thiu Right Left Thru Right
Legling DeteCtor(ft). -- ^20 - ibtri: 4-20 .20, -1 100 20 .. 20 100- . 20 I 20 100 , 20
Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 0
DeteciottPosition(it) - '0 - 0--- ,0 -- 0 ,-, 0 .- 0 - ,,,0 -2) ' , 0 -0 o - c o
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20
DetettorltTYteff': % - Cl+Ex 2 a+a-i-CIIECCItO_Jr Cl+EX "Cl+Ex .C14tx Cl+Ex i , ci+Ei - a+a -a+-Ex„ a+Ex
Detector 1 Channel
Detector 1 Extend(s) 0.0 0,0,- 0.0 . 0.0 . 0.0 0,0 0,0 0.0 . 0.0 0.0 0.0 0.0
Detector 1 Queue(s) 00 0.0 0.0 0.0 00 0.0 0.0 00 00 0.0 00 00
Detedor 1Delast(s) 0.0 , 00 0,0 0.0 0„0 '0.0 0.0 0.0 0.0, 0.0 0.0 0.0
Detector 2 Postion(ft) 94 94 94 94
Detector 2 Type Cl+Ex CI+Ex Cl+Ex Cl+Ex
Detector 2 Channel -Detector 2 Extend(s) 00 0.0 00 00
Turn Type Split -NA Perm Split NA Perm Prot NA Perm Prot NA Perm
Protected Phases 3 3 4 4 5 2 1 6
Pheasant Ridge Apts 1/27/2012 Build AM Synchro 8 Report
Page 5
Lanes, Volumes, Timings
8: Route 220 &Valley Ave/Southern Hills Dr 2/14/2013
, -► 7 ! 4- t "\ T P " 1 r
` l
Pedniled PM',eses" 3 4 '2 =..6
Detector Phase 3 3 3 4 4 4 5 2 2 1 6 6
Srii(Ch Phase
Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 6.0 8.0 18.0 18.0 6.0 18.0 18.0
Minimum SPti (s) :'110 110 110 Ito " 1t0 110 130 ' 250 <;253 '110 '-25,0 • 25.0
Total Split(s) 15.0 15.0 150 20.0 20.0 20.0 25.0 120.0 120.0 25.0 120.0 1200
TotaISpld(N) , -B.,3% 83%.r;83% 11.1% '111% 11.1% "139% .667% '667% 139% :667% 667%
Maximum Green(s) 10,0 10.0 10.0 15.0 15.0 15.0 20.0 113.0 113.0 20.0 113.0 113.0
YellowYime(s) 4.0 43. 40 4.0 40 4.0 40 5.0 50 4.0 5.0 X5.0
All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 20 1.0 2.0 2.0
Last T'ineAdlust(s)" 0.0 00 ' 00 00 00 0.0- . 00 0.0 00 00 0.0
Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0
Lead/ ` ;, ,. ?Lead Lead °Lead Lag Lag Lag 'iL Lag Y Lag Lead" '- Lag "Leg
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehlde7Exbension(s) 40 4.0 40 740 40 40 ." 4.0 60 6.0 _ 4.0' i 60" 6:0
Minimum Gap(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 5.0 5.0 3.5 5.0 5.0
TimeAefgreReduce(s) ; 15.0 150 150 150 ,_ 1.5.0 150 `.. 150 25.0 `25.0 150 :: 25.0 25.0
Time To Reduce(s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10 0
_... . ..._.. M .. ..
Recall Made,;. Mm Mid. Min Min - Min MIn-. Min Min rr Mm Min Min Min
Act Effct Green(s) 8.8 8.8 8.8 13.0 13.0 17.4 113.2 113.2 12.0 107.8 107.8
Aduafe?`grC'Raho -. . 005 0.05,: 0,05' : 008 008 :`010 067 ` 0.67 007 x064 0,84
v/c Ratio 0.35 0.36 0.25 0.60 046 0.73 097 0.12 0.47 0.54 0.10
6011101-07elail 909 915 98 940 196' 978 402 4.2 883 :'188 3:7
Queue Delay 0.0 00 0.0 0.0 0.0 0.0 8.2 0.0 0.0 0.0 0.0
Tota!Delay i 909 916 38 940 19.6 978 484 42 888 18.8 3:7
LOS F F A F B F D A F B A
Approach_Oelay 552 ' : ,::542 48.7 :; 20.9
Approach LOS E D D C
!?:V'._.`,ra-.._
Area Type: Other
Cyde Length:180
Actuated Cycle Length:169
Natural Cycle:110
Control Type:Actuated-Uncoordinated
xm .0. :
Intersection Mamuy/c Signal Ratio Delay97'.40 Intersection LOS:D
Intersection Capacity Uhhzation 86.7% ICU Level of Service E
Analysis Period(min)15
Splits and Phases: 8:Route 220 8 Valley Ave/Southern Hills Dr
1.01
1102 43 f 04
2&4 s
05 4 06
2ss 1f20s .
Pheasant Ridge Apts 1/27/2012 Build AM Synchro 8 Report
Page 6
Queuing and Blocking Report
Build AM 2114/2013
Intersection: 2: Route 220/Route 220 & Old Rocky Mount Rd
Directions Served L R T T R L T T
Mannlu`mt1`uehie(ft) 149 354`? _652 -"847,x, 150 ' 78 r 281 `28_1
Average Queue(ft) 62 151 729 713 8 24 66 83
95th6168 ,O 7 122= "301'-% 1038 1042,;, 8B 62 'z -187 215`:-
Link Distance(ft) 1015 1015 796 796 906 906
Upstre"afn`)31R Tiime,(%) 39. 4,0: '
Queuing Penalty(veh) 0 0
Storage Bey,Dist(ft)`< `.< 200 500":
Storage Blk Time(%) 46 _
QueuiUgFertalfy
Intersection: 5: Route 220/Route 220 &Crossbow Cir/Pheasant Ridge Rd
Directions Served L TR L TR L T T R L T T R
6166muni ieu`e`(ft) 283, 154_;_ '449': 279 168 934 938 675 428 366 377 207
Average Queue(ft) 126 55 47 115 17 882 884 69 261 135 143 19
95th Queue(ft) 228 .. 114= 110 . 234 83 1013 1020 382 401 297 z 311 102
Link Distance(ft) 443 443 524 524 906 906 906 1168 1168
Upsheani$Ik Time(%) - 15''. 17 1J:
Queuing Penalty(veh) 105 123 5
Storagej3,QDist(ft) 200 - 650 ,150
Storage Blk Time(%) 44 10
Queuing P`erraI r(veh) _ 4 `4
Pheasant Ridge Apts - SimTrattic Report
Page 1
Queuing and Blocking Report
Build AM 2/1412013
Intersection: 8: Route 220 & Valley Ave/Southern Hills Dr
Directions Served L LT R LT R L T T R L N T T
Maximum Queue(ft) 119 43 66 138 •': 139 .448 768 787• . 450 428 339 ' 295
Average Queue(ft) 42 2 18 62 56 110 297 311 63 40 192 152
95thqueUe(ft) , ? 93 23 > 50 120 z 114 263'-P 661 683 299 99 '= 308 . 263
Link Distance(ft) 268 268 268 177 177 1168 1168 1467 1467
UgstungPe(k
Queuing Penalty(veh) 0
Storage Bay Dist(%) 350 350 200
Storage Bik Time(%) 6 8 6 2
Queuing Peiaft/(veh) 6 9 .., 2 1
Intersection: 8: Route 220&Valley Ave/Southern Hills Dr
Directions Served
Marimum_Qieue(ft) r 7T
Average Queue(ft) 15
Link Distance(ft)
Upstream'Blk Time(%)
Queuing Penalty(veh)
Storage t}gy.Diati00 200
Storage Blk Time(%)
Queuing Penalty(veh) . ;
Network Summary
Network wide Queuing Penalty:262
Pheasant Ridge Apts SimTraffic Report
Page 2
Lanes, Volumes, Timings
2: Route 220/Route 220 & Old Rocky Mount Rd 2125/2013
t t t 1►
Lane Configurations r tt r ?+LL
Volume(vph) 66 131 1431 2T--: 234 2060<I
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Storage Length Length(ft) 0 0 200 500
Storage Caries, i 4 1 ''" 1
Taper Length(ft) 100 100
Lane Util Factor 100 100 095 1.00. ' 100 0.95"
Frt 0.850 0850 -...
Fit Protected ; 0 950 ':0.950
Satd.Flow(prot) 1752 1567 3426 1655 1742 3384
Ftt Permilte,'d .70950 ':'0.160 ..
Said.Flow(pent) 1752 1567 3426 1655 293 3384
Right Turn onRed Yes Yes .z _
Seta.Flow(RTOR) 179 32
Wk Speed;(mph) 25 45 _ 45
Link Distance(ft) 1083 857 967
Travel tithe 29.5 110 14.7
Peak Hour Factor 080 0.73 0.89 0.72 0.93 0.98
Heavy Vehides(%) 2% 2% 8% 0% 1% 4%
Mt Flow(vph) 82 179 1271 38 252 2102
Lane__,
Shared Lane Traffic(%)
Lane Group Flow(vph) 82 179 1271 38 252 2102
Turn Type NA Penn NA Perm. pm+pt NA !
Protected Phases 4 6 5 2
Permitted Phases 4 6 2
Detector Phase 4 4 6 6 5 2
SY,itc Phase
Minimum!Mal(s) 60 60 30.0 300 100 30.0
Minimum Split(s) 17.0 17:0`. 38.0 38.0' 17M 38:.0
Total Split(s) 25 0 25.0 120.0 120.0 25.0 120.0
Total Split(%) 147% 147% 706% 706% 147% 70.6%
Maximum Green(s) 18.0 18.0 1120 112.0 18.0 112.0
Yellow lime.(s) 4.0 ' 4.0 5.0 5.0- 4.0 5:0
All-Red Time(s) 3.0 3.0 3 0 3.0 3.0 3.0
Lost Time Adjust(s) 0.0 0.0 - 0.0 0.0 0.0 0,0
Total Lost Time(s) 7.0 7.0 8.0 8.0 7.0 8.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehide Extension(s) 40 4.0 . . 60 6.0`- 40 '60
Recall Mode None None Min Min None Min
-
Ad ERG Green(s) 129 - 12.9 943 94.3 114.6 1116
Actuated g/C Rate 0.09 0.09 0.61 0.67 0.81 0.80
v/c Ratio 052 0.59. 056 :.0.03 . 070 0.77
Control Delay 713 16.2 144 19 16.7 10.2
Queue Delay - 00 O0 - 00 0:0 as 0.2
Total Delay 73.3 16.2 14.4 3.9 16.7 10.4
..
LOS E B B A B B
Approach Delay 34.1 14.1 11.0
Pheasant Ridge Acts 1/30/2012 Build PM . . Synchro 7- Report
Page 1
Lanes, Volumes, Timings
2: Route 220/Route 220 &Old Rocky Mount Rd 2125/2013
C t r `►
Approach LOST C 8 _ B•
T
Ama Types'= Oilier _
Cycle Length:170
Actuated Cycle Length 141.5.
Natural Cycle:75
Control Type Actuated-Uncoordinated
Maximum v/c Ratio:0.77
Intersection Signal Delay:13.6 Intersection LOS:B
Intersection Capacity Utilization 74.4% ICU Level of Service D
Analysis Pedod(min)13
Splits and Phases: 2:Route 220/Route 220 &Old Rocky Mount Rd
02 ♦ 04
‘41105 J f"p6
zs� ■��. ■
Pheasant Ridge Apts 1/30/2012 Build PM Synchro 7- Report
Page 2
Lanes, Volumes, Timings
5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd 2125/2013
f m ! -- 4 1 t t ti 1 4/
Mallainl, (
Lane Configurations Ti � , A t1 .��. �, +t r
Vdumer(v ) 99 '; f14 lir- -,59, 112 -38... 1131 . 70 212' 2032'. 131
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
?MO!(%):- 48% '- 'r 2%.... . - _ ' .0h
Storage Length(ft) 0 0 0 0 200 0 650 150
St0ra9e Lakes 1 ' ,C 0 . 1. 0 1 1 1; ' 1
Taper Length(ft) 100 100 100 100
Lane tmlFactor : 1.00 .'100 ' 1.00 100 ?. 1.00 1.00 ',: 100 0.95' 100 100`; 0 95 1:00
Fd 0.883 0.902 0.850 0.850
Fft ProteLled 0.950 0900 = - 0950 0950:,, ,+
Satd Flow(prot) 1877 1745 0 1805 1714 0 1823 3345 1599 1787 3471 1599
Fli peimiitted", `0956 ,, 6.956 �"z:'- .1"0950-°= 0 850 :;
SaM Flow(perm) 1877 1745 0 1805 1714 0 1823 3345 1599 1787 3471 1599
Po9hI Tm 9n Red Yes Yes':. :1 Yes . Yes
Satd.Flow(RTOR) 49 26 74 53
Llnk Spee`d�,rnph) '25 c :-.k .25 - 45 45 .
Link Distance(ft) 412 582 967 1257
Traeltimeltls) ' 11,2 r.^ 159 147::' '`- 19.0
Peak Hour Factor 0.64 081 0.51 0.82 0.90 0.90 0.71 0.96 0.85 0.92 096 0.81
Heavy Ve7ides(%) 0% 0% ! `0%' ' 1%:-" 1% 1%:_; 0% 0% 2% 1% '4% . 1%
Adj.Flow(vph) 155 41 145 228 66 124 54 1178 82 317 2117 162
Shared Lane Trafid(%) .
Lane Group Flow(vph) 155 186 0 228 190 0 54 1178 82 317 2117 162
TumRype`; '; ' Split NA-:- -split., ..NA r Prot IL),` Perm Prot ' NA Peril!
Protected Phases 4 4 3 3 5 2 1 6
Permitted Phaases 2 ,,.6
Detector Phase 4 4 3 3 5 2 2 1 6 6
Swdch Pnes`e
Minimum Initial(s) 6.0 60 6.0 6.0 10.0 30.0 300 6.0 30.0 30.0
MinimumSplH(s) _ 115 115 `: 11.5 :-.' 11.5 15.5 38.0 38.0 11.5:' 38.0 38.0
Total Split(s) 250 250 25.0 25.0 25.0 1200 120.0 110,0 120.0 1200
Total Split(%) 8.9% 8.9% 89% :. 8.9% ) 8.9% 429%`-'42.9% 39.3% 42.9% 42.9%
Maximum Green(s) 19.5 19.5 19.5 195 19 5 112.0 112.0 104.5 112 0 112.0
Yegow Time(s) 4.0 4,0 _7 '' 40-!. 4.0 4.0 5.0 -5.0 4.0 5.0 5.0
All-Red Time(s) 1.5 15 1.5 1.5 15 3.0 30 15 3.0 3,0
but Tme Adjust(s) 0.0 0.0 0.0 =- - 0.0 0.0 0.0 5 0.0 0.0 0.0 0.0
Total Lost Time(s) 5.5 55 5.5 5.5 55 8.0 8.0 5.5 8.0 8.0
_ _ . .
Leadllag `- - leg Lag :' Lead Lead -.: Lead Lag( lag. Lead" Las Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
VehideExtension(s) 4.0 4.0 40 '-.: 4.0 4.0 5.0;1 5.0 4.0 5.0 5.0
Minimum Gap(s) 3.5 3.5 35 3.5 3.5 5.0 5.0 3.5 5.0 5.0
Time Before Reduce(s) 15.0 15,0 ` 15.0: 15.0 15.0 25.0 > 25.0 15.0 25.0 25.0
Time To Reduce(s) 150 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0
Recall Mode Mtn Mn -. Mid: - Mm Min FMim . Min Mn" Min Min
Act EOct Green(s) 19.6 19.6- 19.6 19.6 13.1 91.8 91.8 44.2 122 9 122.9
Actuated g/C Ratio - 0.10 0.10 -. 0.10 0.10 0.07 0.46 046 022 . 0.61 0.61
4/c Ratio 084 0.87 1.29 0.99 0.45 0.77 0.11 0.80 0.99 0.16
Control Delay 122.0 98.0 229.4 136.1 105.6 49.8 7.5 90.2 . 55.3 11.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0,1 0.0
Pheasant Ridge Apts 113012012 Build.PM Synchro 7- Report
• Page 3
Lanes, Volumes, Timings
5: Route 220 /Route 220 & Crossbow Cir/Pheasant Ridge Rd 2/25/2013
\ t t " IT 4/
TotalDefay 1220 : 980 229.4'`436-0 "-1056 560 75 902 ` =55.4 11.0
LOS F F F F F D A F E B
Approach Delay 10891 -= 187.0 49.6 ':_ 56.9
Approach LOS F F D E
..a.,_..... ' L.L_3 =s'—i'x. ".. _ ;e •... . "` ..x'_ . uA.' r s °f`fa .�.�?,1,*' s, .:_+ j..
Area Type: Other
Cycle Length:280
Actuated Cycle Length:199.9
Natural Cycle:150
Control Type:Actuated-Uncoordinated
Ma>amun v/e Ratio I29
Intersection Signal Delay:70.3 Intersection LOS:E
Intersection Capaaly U61izaUon 1016% ICU Level of Service.G
Analysis Period(min)15
Splits and Phases: 5:Route 220(Route 220 8 Crossbow Cir/Pheasant Ridge Rd
' 01 t02 7'03 49
14105, :>« ?_..
05 4 06
253` •iI I g0 s �k^8$°* iT- <.... s:x.t'-..r^l 1
Pheasant Ridge Apt 1130/2012 Build PM Synchro 7- Report
Page4
Lanes, Volumes, Timings
8: Route 220 & Valley Ave/Southern Hills Dr 2125/2013
1) ♦ C '~ -\ is t `► 1 -'
i
Lane Configurations +t 4 if 4 i vs tt it 4 f lr
Volume(vph) ' 70 13 145 122 ' 18 38 -. 112 1357- '55 307 2108 71
Ideal Row(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length(ft) 0 0 0 0 350 350 200 200
Storage Lapel 1 1 0 '. I 1 '1. 1>: ':1
Taper Length(ft) 100 100 100 100
Lane UBCFedor 1; 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95'! 1,00 1.00 0.95 1.00
Frt 0650 6850 0.850 0.850
F9 Protected 1:0950 ' 0.972 ' ;: 0,959 .'0950 _ ".,,`0,950_
Satd.Flow(prat) 1698 1744 1615 0 1841 1623 1770 3374 1615 1752 3471 1599
At Permuted °_-_-. �`0.950 '0972 :- ', 0.959 , -0950 409950'="
Satd Flow(perm) 1698 1744 1615 0 1841 1623 1770 3374 1615 1752 3471 1599
Right Tum'go Red _ Yea Yes`- ?. Yes _ Yes
Satd.Flow(RTOR) 166 85 73 73
Unkspeed(mph) 25 25 45 45
Link Distance(0) 324 233 1257 1518
TravefTlmg(s) 88': ':: 8.4 190 :: :. 230
Peak Haar Factor 077 0.54 075 0.84 0.71 0.58 0.59 064 0.83 0.73 698 0.84
Heavy Vehides(%) 1% b% 0% 1% 4% 2% ` 2% 7% 0% 3% - 4% 1%
Adj.Flow(vph) 91 24 193 145 25 66 190 1444 66 41 2151 85
Sharedlane Traffic(%) 37%
Lane Group Flow(vph) 57 58 193 0 170 66 190 1444 66 41 2151 85
Tum Type"1 Split' NA <Penn Split NA Perm 7: Prot NA --. Perm Prot NA Peron
Protected Phases 3 3 4 4 5 2 4 . 6 Plisses 3 4: . 2 6
Detector Phase 3 3 ` 3 4 4 .... 4 5 2_ 2 1 6 6
Swddi.Phase
Minimum Initial(s) 6.0 6.0 6.0 6.0 6.0 60 8.0 18.0 18.0 6.0 18.0 18.0
Minimum SpM(s).; - 11.0 110-: 11.0 11.0 11.0 11,0 13.0 25.0 25.0 11.0 25.0 25.0
Total Split(s) 15.0 15.0 15.0 20.0 200 20.0 25.0 1200 120.0 25.0 120.0 120.0
Total Spkl(%)
8.3% 8.3% 8.3% 11.1% 11.1% 11.1% 13.9% 66.7% 66.7% 13.9%"667% 66.7%
Maximum Green(s) 10.0 100 10.0 15.0 150 15.0 20.0 113.0 113.0 20.0 1130 113.0
Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 . 5.0 4.0 5.0 5.0
All-Red Time(s) 10 1.0 1.0 1.0 10 1.0 1.0 2.0 2.0 1.0 20 2.0
Lost Time Adjust(s) 0.0 -.0.0 0.0 0.0 0.0 0.0 0.0>. 0.0 0.0 0.0 0.0
Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 70 70 5.0 7.0 7.0
Lead/Lag Lead Lead :; Lead Lag Lag Lag Lead Lag;. Lag Lead' Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Veh(de'Exlension(s). 4.0 4.0 4.0 4.0 -. 4.0 4.0 . 4.0 8.0 6.0 4,0 : 6.0 6.0
Minimum Gap(s) 3.5 3.5 3.5 3.5 35 3.5 3.5 5.0 5.0 15 5.0 5.0
lime Before Reduce(s) 15.0 15.0 15.0 15.0 15.0 15.0 ' 15.0 25.0 25.0 15.0 25.0 25.0
Time To Reduce(s) 10.0 10.0 10,0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0
Recall Mode. Min Mtn: Min Mire- Min Min Mm Min . Mm Min Mm Min
Act Effct Omen(s) 96 9.6 9,6 15,0 15.0 200 1224 1224 10.6 113.0 1110
Actuated gIC Ratio 0.05 0.05 0.05 0.08 0.08 0.11 0.68.. 0.68 0.06 0,63 ' 0.63
vlc Ratio 0.63 0.63 0.79 111 0.31 0 97 0.63 0.06 0.40 0.98 0.08
Control Delay 112.2 111.4 39.1 174.8 10.3 133.2 17.8. 1.7 - ' 92.0 48 2 3.5
Queue Delay 0.0 00 0.0 0.0 00 0.0 0.0 00 0.0 0.0 0.0
Pheasant Ridge Apts 1/30/2012 Build PM Synchro 7- Report
Page 5
Lanes, Volumes, Timings
8: Route 220 &Valley Ave/Southern Hills Dr 2/25/2013
- ! ~ t 1 t \• 1 J
Toh51•Delay % 112.2 1114' '39.1 '•' 1748 "i0:3 =;133.2' 17:8 17 92'6 " `48.2 3.5
LOS F F D F BF B A F D A
Approach Delay 663 ! 1288 301 ' 47.3
Approach LOS E F C D
Area Type: Other
Cycle Lengtti:180
Actuated Cycle Length:179.6 •
Natural Cytile.140, _..
Control Type:Actuated-Uncoordinated
Mammum v/e Rafo:111
Intersection Signal Delay:46,4 Intersection LOS:D
Intersechon:Capaatyublrzaeon93.5% ICU'Level of Service F
Analysis Period(min)15
Splits and Phases: 8:Route 220&Valley Ave/Southem Hills Dr !�
�01 1'02 43 f g4
05 • 06
Pheasant Ridge Apts 1/30/2012 Build PM Synchro 7- Report
Page 6
Queuing and Blocking Report
Build PM 2/25/2013
Intersection: 2: Route 220/Route 220 & Old Rocky Mount Rd
Directions Served L R T T R L T T
Madmum;QOeue(ft) ' 109 105. 327 284'.. . 30 263 418 482 •
Average Queue(ft) 49 44 182 138 1 117 145 168
95th Queir'1(tt) 96 83 301 263 30 217 345 384
Link Distance(ft) 1015 1015 796 796 904 904
Queuing Penalty(veh) 0
Bay USt(ft) ' 200 5005
Storage Blk Time(%) 1 0
QueulnaPenalty(veh) _0, 0
Intersection: 5: Route 220/Route 220 & Crossbow Cir/Pheasant Ridge Rd
Directions Served L TR L TR L T T R L T T R
1106m6,1 Queue(10 202 210 508 355 5 298 671 643 77 750 1061 1076 :250
Average Queue(ft) 103 96 368 172 63 372 366 19 408 690 707 87
9581 Qafieu (ft) 182 174 596 309'. 194 641 •= 626 52 765 1088- 1091 266
Link Distance(ft) 355 355 524 524 904 904 904 1167 1167
Upslre'am`BlkTime(%) r 13
Queuing Penalty(veh) 0
Storage Bay Dist(ft) 200 650 150
Storage Blk Time(%) 0 26 14 32
Queuing Penalty(veh) 0 :1D 40 42
Pheasant Ridge Apts SimTraffic Report
Page 1
Queuing and Blocking Report
Build PM 2/25/2013
Intersection: 8: Route 220 &Valley Ave/Southern Hills Dr
14. �zil' ##'Y to :M� rx"Y 4$at5..'.'. Y' 5f 11atzeL. 2 s I1.`t "AL. `.tats i *]s a�.
Directions Served L LT R LT R L I T R L T T
Maximum Queue(ft) 146 107 225 199 S 81 407 738 161 325 299 1505 1488
Average Queue(ft) 74 22 116 151 26 128 196 201 25 65 1059 1016
95111 Queue(ft) 132 73 `..` 202 228 ` 60 270 505 521 174 213 =.1677 1631
Link Distance(ft) 268 268 268 177 177 1167 1167 1467 1467
llpstreamBlk Time(%)_ 0 27 ,: 8 T4
Queuing Penalty(veh) 0 0 0 0
Storage Bay Dist(ft) 350 350 200
Storage Blk Time(%) 4 4 34 32
Queuing Penafty(veh). . : 4 2 10 23
Intersection: 8: Route 220 &Valley Ave/Southern Hills Dr
i —1.2
fit r >til tic s4- kvr Y- e' r " a a
Directions Served R
Maximum Queue(ft) 300
Average Queue(ft) 67
__ .
95th Quetie.(fl). 257
Link Distance(ft)
Upstream Blk Time(%)
Queuing Penalty(veh)
Storage Bay Dist(ft) 200
Storage Blk Time(%)
Queuing Penalty(veh)
Network Summary
Netwoik wide Queuing Penalty:132
Pheasant Ridge Apts SimTraffic Report
Page 2
AECOM
Appendix E
Conceptual Site Plan
V A 'N; 1
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_ PHEASANT HINGE APARTMENTS ILA. LLMSOYV 4S561A I! PC
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hennege enoold semen • b,.5s hewing city conon
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1 (the undersigned) an authorized representative 6 I P eate 0 M enlez+Lya 200
eb}i2 o temp Mn T s inn
o the Times Morid Corporation which corporation i nk the sene a nr or ti
IS publisher of the Roantaai Roan Times, a daily e, q
Toe i”newspaper published hed in R' noke in the State of I fec -'kennel( Rai,'
Virginia, do certify that the annexed notice was IMldb 12 zl ; 1119, ' 5axta4.CSYPI#P444
Ccennisseni
published in said newspapers on the following i -: r °"heard.ia Irnccity c,nwnoea Bowel
t 'a'" In dates: cooing bytes WU nose
pntiic MVrIN on xarch
I`la6 Mattmnns,LLC to 132013. t Fog pin„o,
fcmenG the%annH Ynle to neae to ' s$eettme
Oeuoin to44 Piafaa it
t UM{IWeeing1 aka'
it t bi Tn No SMOLbI ePPfc t on Oenia
I R in, nn t Galaxy
1 . QfOctRoad,ee w.,, Printing P y
CitylCOUntc of Roanoke, Commonweal tolStatz of z0mcef TO x - otax t 1El?Slem
5470302,low anaddressewl rc.sw �y Official
`'rr]ini.a. Sworn and subscribed before me this I' WM.Road A raw ten xazam n
0i- nay of March 2013. Wit ss My band and I a•'030Ifi !}?6303 RM3.Rt ye t'. Mixed
official seal. 34730• Th05:and ,tnsny Daum. fo, a
1r•eo unaddressed Inte on sxra:uepeee ee„eaey
la Winkle Rose.5 W Stet 36 1-7 C
ieen�� ONl i t T9 M1 Z n g 6Ma 5Nthe 1 M
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1eoTwiC':Yl�,j�;, u itae mmx da,a 'wa €a
PUBLIC OWleWWyer eno
P[IELISHE) CI CQ/_' .310E ° p 1 brit* SS m t.y
`' i �` : City 04insil on 2302 Mlapl. Y
�'sn �'Z� aooY mr lndyn1
t t e 2 e
i ' , . 4' •∎•• Mh [ktric ncl d•i a'9 ie„, ALTfl
0 ...
N
4tatek N
TOTAL COST: 1, 076.32
FILED O5: 03!66/13
thcrzan ,
Signa ure: � Pilliic Services Representative
.
Y
PUBLIC HEARING NOTICE
PUBLIC HEARING NOTICE
All public hearings advertised herein will be held in the City Council Chamber, fourth
floor, Noel C. Taylor Municipal Building, 215 Church Avenue, SW, Roanoke, Virginia.
All applications are available for review in the Planning Building and Development
office, Room 166, 215 Church Ave. SW, Roanoke, VA.
Any person with a disability requiring any special accommodation to attend or participate
in the hearings should contact Planning Building and Development at(540) 853-1730 at
least five days prior to the scheduled hearing.
5�� The City of Roanoke Planning Commission will hold a public hearing on March 12,
ai3 2013, at 1:30 p.m., or as soon as the matter may be heard, to consider this application:
WWW II Application by Pheasant Ridge Apartments, LLC to amend the Planned Unit
Development Plan as it pertains to 4414 Pheasant Ridge Road, S.W., bearing Official Tax
No. 5460124; 4345 Griffin Road, S.W., bearing Official Tax No. 5470302; four
unaddressed lots on Griffin Road, S.W., bearing Official Tax Nos. 5470301, 5470303,
5470304, 5470305; and three unaddressed lots on Van Winkle Road, S.W., bearing
Official Tax Nos. 5470306, 5470307, 5470308. The application is to permit construction
of six (6) buildings housing 210 apartment units instead of 160 condominium units, a
stand-alone clubhouse, and a pool, with a changed site configuration and amenities than
previously permitted by the Mixed Use Planned Unit Development Plan(MXPUD),
Ordinance 37789-052107, adopted by City Council on May 21, 2007. The land use
categories permitted in the MXPUD District include residential; accommodations and
group living; commercial; assembly and entertainment; public, institutional and
community facilities; transportation; utility; agricultural; and accessory; with a maximum
density of one dwelling unit per 1,800 square feet of lot area. The comprehensive plan
designates the property for mixed density residential and single family residential use, but
does not specify density. The proposed use of the property is multifamily residential with
approximately one dwelling unit per 2,360 square feet of lot area.
City Council will hold a public hearing on the aforesaid application on March 18, 2013,
at 7:00 p.m., or as soon as the matter may be heard.
Stephanie M. Moon, MMC, City Clerk
Rebecca Cockram, Secretary, City Planning Commission
The City of Roanoke Board of Zoning Appeals will hold public hearings on March 13,
i '�3 2013, at 1:00 p.m., or as soon as the matters may be heard to consider these applications:
/ Application from Debra Rasin, co-owner of Galaxy Printing, LLC, for property located at
1817 Salem Ave., S.W., bearing Official Tax No. 1311507, zoned RM-2, Residential,
Mixed Density District, for a special exception pursuant to Section 36.2-707, Zoning,
Code of the City of Roanoke(1979), as amended, to permit a change from one
nonconforming use(contractor or tradesman's shop, general or special trade)to another
nonconforming use (screen printing shop, manufacturing general), at this location.
Application from Michael L. Amos, President, Precision Commercial Holdings, LLC,
for property located at 1634 Seibel Drive,N.E., bearing Official Tax No. 7190101, zoned
I-1, Light Industrial District, for a special exception pursuant to Section 36.2-322,
Zoning, Code of the City of Roanoke (1979), as amended, to permit a steel fabrication
business at this location.
Rebecca Cockram, Secretary,
City Board of Zoning Appeals
Please publish in newspaper on February 27 and March 6, 2013.
Please bill and send affidavit of publication to:
Rebecca Cockram, Secretary
City Planning Commission
City Board of Zoning Appeals
Room 166, Noel C. Taylor Municipal Building
215 Church Avenue, S.W.
Roanoke, VA 24011
(540) 853-1730
2/19/13 4:45 p.m.
AFFIDAVIT
APPLICANT: Pheasant Ridge Apartments, LLC
LOCATION: 4414 Pheasant Ridge Road, Official Tax Nos. 5460124, 5470301,
5470302, 5470303, 5470304, 5470305, 5470306, 5470307 and
5470308
REQUEST: Amendment of Planned Unit Development
COMMONWEALTH OF VIRGINIA
TO-WIT:
CITY OF ROANOKE
The affiant, Rebecca Cockram, first being duly sworn, states that she is Secretary to the
Roanoke City Planning Commission, and as such is competent to make this affidavit of
her own personal knowledge. Affidavit states that, pursuant to the provisions of Section
15.2-2204, Code of Virginia, (1950), as amended, on behalf of the Planning Commission
of the City of Roanoke, she has sent by first-class mail on the 27th day of February,
2013, notices of a public hearing to be held on the 12th day of March, 2013, on the
request captioned above to the owner or agent of the parcels as set out below:
Tax No and Owner's Name and Address
5470206
PAIGE PAUL ANDREW& JOY FAYE
4323 GRIFFIN RD SW
ROANOKE VA 24014
5470413
PR HOMES LLC
GRIFFIN RD LLC
4423 PHEASANT RIDGE RD 301 STE
ROANOKE VA 24014
5470412
DNAL HOLDINGS I LLC
4423 PHEASANT RIDGE RD 301 STE
ROANOKE VA 24014
5470411
DNAL HOLDINGS I LLC
4423 PHEASANT RIDGE RD 301 STE
ROANOKE VA 24014
5470410
CLAYTOR HENRY J JR & CAROLYN D
4350 GRIFFIN RD SW
ROANOKE VA 24014
5470409
TRS FIRST BAPTIST CHURCH
310 N JEFFERSON ST
ROANOKE VA 24016
5470408
WEBB RICHARD B JR
4372 GRIFFIN RD SW
ROANOKE VA 24000
5470711
ATTN: SONYA SIMPSON-ASSET RESOLUTION
STELLARONE BANK
PO BOX 600
CHRISTIANSBURG VA 24068
5470712
PAIGE PAUL ANDREW& JOY FAYE
4323 GRIFFIN RD SW
ROANOKE VA 24014
5470713
MUSE RUBY MARIE
4422 VAN WINKLE RD SW
ROANOKE VA 24014
5470310
EDWARDS TERRY LEO
4437 VAN WINKLE RD SW
ROANOKE VA 24014
5460165
ROANOKE IL INVESTORS LLC
4423 PHEASANT RIDGE RD SW STE 301
ROANOKE VA 24014
5470116
BRIXMOR GA APOLLO I SUB HOLDINGS LLC
4210 FRANKLIN RD SW
ROANOKE VA 24014
5470129
PHEASANT RIDGE OFFICE BUILDINGS LLC
4423 PHEASANT RIDGE RD SW STE 301
ROANOKE VA 24014
5470130
PHEASANT RIDGE OFFICE BUILDINGS LLC
4423 PHEASANT RIDGE RD SW STE 301
ROANOKE VA 24014
5460130
VENTAS PHEASANT RIDGE LLC
10350 ORMSBY PARK PL
SUITE 300
LOUISVILLE KY 40223
.a1A r
Rebecca Cockram
SUBSCRIBED AND SWORN to before me, a Notary Public, in the City of Roanoke,
Virginia, this 27th of February, 2013
u
Notary lic
CANDACE R. MARTIN
NOTARY P UBLIC I!
Commonwealth of Virginia
Reg
MY Co #28207 1 7/ ez
mad " CITY OF ROANOKE
jJ OFFICE OF THE CITY CLERK
n 215 Church Avenue,S.W.,Suite 456
Roanoke,Virginia 24011-1536
Telephone: (540)853-2541
Fax: (540)853-1145
E-mail: clerkgroanokeva.gov
STEPHANIE M.MOON,MMC JONATHAN E.CRAFT,CMC
City Clerk Deputy City Clerk
March 13, 2013 CECELIAT.WEBB
Assistant Deputy City Clerk
Aubrey Knox, Manager
Pheasant Ridge Apartments, LLC
4413 Pheasant Ridge Road, S W., Suite 301
Roanoke, Virginia 24014
Dear Ms. Knox:
Pursuant to provisions of Resolution No. 25523 adopted by the Council of the City of
Roanoke on Monday, April 6, 1981, I have advertised a public hearing for Monday, March 18,
2013, at 7:00 p.m., or as soon thereafter as the matter may be heard, in the City Council
Chamber, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue, S. W., on the
request of Pheasant Ridge Apartments, LLC, to amend the Planned Unit Development Plan to
permit construction of apartment units instead of condominiums previously permitted by the
Mixed Use Planned Unit Development Plan (MXPUD), as set forth in Ordinance No. 37789-
052107 adopted by City Council on May 21, 2007, on properties located at 4414 Pheasant
Ridge Road, S. W., 4345 Griffin Road, S. W., four unaddressed lots on Griffins Road, and
three unaddressed lots on Van Winkle Road, S. W.
For your information, I am enclosing copy of a notice of public hearing. Please review the
document and if you have questions, you may contact Steven J. Talevi, Assistant City
Attorney, at 540-853-2431.
It will be necessary for you, or your representative, to be present at the March 18th
public hearing. Failure to appear could result in a deferral of the matter until a later
date.
Sinceerrel�y,,
ALL
Stephanie M. Moon, MMC
City Clerk
SMM:ctw
Enclosure
CITY OF ROANOKE
t r j ' OFFICE OF THE CITY CLERK
I• - 215 Church Avenue,S.W.,Suite 456
1: it- 0- Roanoke,Virginia 24011-1536
_.�. Telephone: (540)853-2541
Fax: (540)853-1145
E-mail: rlerk@roenokeva.gov JONATHAN E.CRAFT,CMC
STEPHANIE M.MOON,MMC Deputy City Clerk
City Clerk
March 13, 2013 CECELIA T.EVERS
Assistant Deputy City Clerk
To Adjoining Property Owners
Ladies and Gentlemen:
Pursuant to provisions of Resolution No. 25523 adopted by the Council of the City of
Roanoke on Monday, April 6, 1981, I have advertised a public hearing for Monday, March 18,
2013, at 7:00 p.m., or as soon thereafter as the matter may be heard, in the City Council
Chamber, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue, S. W., on the
request of Pheasant Ridge Apartments, LLC,to amend the Planned Unit Development Plan to
permit construction of apartment units instead of condominiums previously permitted by the
Mixed Use Planned Unit Development Plan (MXPUD), as set forth in Ordinance No. 37789-
052107 adopted by City Council on May 21, 2007, on properties located at 4414 Pheasant
Ridge Road, S. W., 4345 Griffin Road, S. W., four unaddressed lots on Griffins Road, and
three unaddressed lots on Van Winkle Road, S. W.
This letter is provided for your information as an interested property owner and/or adjoining
property owner. If you have questions with regard to the matter, please call the Department
of Planning, Building and Development at 540-853-1730.
If you would like to receive a copy of the report of the City Planning Commission, please call
the City Clerk's Office at 540-853-2541.
Sincerel
Stephanie M. Moon, MMC
City Clerk
SMM:ctw
Li
IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA
The 18th day of March, 2013.
No. 39611-031813.
AN ORDINANCE authorizing the conveyance of a new sanitary sewer easement, with an
approximate width of twenty (20) feet across City-owned property, located at 4803 Williamson Road,
N.W., designated as Roanoke Official Tax Map No. 2170128, to the Western Virginia Water Authority
("Authority"), upon certain terms and conditions; and dispensing with the second reading by title of this
ordinance.
WHEREAS, a public hearing was held on March 18, 2013, pursuant to §15.2-1800 and §15.2-
1813, Code of Virginia (1950), as amended, at which hearing all parties in interest and citizens were
afforded an opportunity to be heard on such conveyance.
THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke that:
1. The City Manager and City Clerk are hereby authorized, for and on behalf of the City, to
execute and attest, respectively, the necessary documents providing for the conveyance of a new sanitary
sewer easement, with an approximate width of twenty(20) feet across City-owned property, designated as
Roanoke Official Tax Map No. 2170128, located at 4803 Williamson Road, N.W., to the Western
Virginia Water Authority, including the vacation of the existing sanitary sewer easement conveyed by the
City to the Authority across the same City-owned property, designated as Roanoke Official Tax Map No.
2170128, as more particularly set forth in the City Council Agenda Report dated March 18, 2013.
2. All documents necessary for this conveyance shall be in a form approved by the City
Attorney.
3. Pursuant to the provisions of Section 12 of the City Charter, the second reading of this
ordinance by title is hereby dispensed with.
ATTEST: �' �T'�
^ V
0-Sanitary Sewer Easement to Western VA Water AuthorityTM1170128
no
r= CITY COUNCIL AGENDA REPORT
,1p 1
To: Honorable Mayor and Members of City Council
Meeting: March 18, 2013
Subject: Request from Western Virginia Water Authority to Vacate an
Existing Sanitary Sewer Easement and Obtain a new 20'
Easement crossing Tax Map No. 2170128, also known as Fire
Station No. 3
Background:
The Western Virginia Water Authority ("Authority") holds an existing sanitary sewer
easement across City owned property designated as Tax Map No. 2170128, also
known as Fire Station No. 3, to accommodate a sanitary sewer line. The Authority is
planning to replace and relocate a portion of such sanitary sewer line, and desires to
vacate the existing sanitary sewer easement. The Authority requests the City to grant
the Authority a new sanitary sewer easement, approximately 20', across the City
owned parcel to locate a new sanitary sewer line along the alignment shown in
Exhibit A attached. The proposed alignment was chosen to minimize the impact to
the property and the concrete entrance/exit.
Considerations:
The existing sanitary sewer crossing this parcel is only thirty five feet (35') from the
front of the building. The proposed easement will minimize disruption to the
property by allowing the new sewer main to be installed outside the concrete
pavement, and approximately one hundred ten feet (110') from the front of the
building.
Recommended Action:
Following a public hearing, authorize the City Manager to execute the appropriate
documents granting a new approximate 20' sanitary sewer easement, as described
above to Western Virginia Water Authority, such easement shall be approved as to
form by the City Attorney.
//
istopher P. Morrill
City Manager
Distribution: Council Appointed Officers
R. Brian Townsend, Assistant City Manager for Community Development
Wayne Bowers, Director of Economic Development
Cassandra Turner, Economic Development Specialist
I
I
NOTES
;
1. THIS SANITARY SE EASEMENT AREA IS PREPARED FROM A a I<
SEW?
CURRENT HELD SUR1£Y ri
2 ALL WSIBLE EASEMENTS ARE SNOMN. g = < I�
a THIS PUT WAS PREPARED IMIHOUT THE BENEFIT OF A TITLE s I a
REPORT AND MAY BE &BST TO INFORMATION NFNCH MAY �t ��TE ,, �
BE DISCLOSED THEREIN. 1
WLUMASON RD. NW(RTE P)
DELRAY ST. NW
nil? NAa
NFORD STREET (N
TO SCALE)
U
ci 1 (40' RICHT OF WAY)
I 5321.MYE—
zm 1 r-- IZBJO' ---1
'Po
1 I Y
A.-
I j c �� ��
=s F
os &1 I Nf�m
LR ' -get-
.=
LW 6R "'I CITY OF ROANOKE
- ' I INST. Na 050013590
c. J.I TAX Na 2170128 I 3
L.
Piwc
PI I •• J
—XiAO JI O01 ---1 ^I
2 � 1
INST Na 030009783 I I'3
TAX No2.1101,5_71por CITY OF ROANOKE I ICI * a
Ply ILL FIRE-EMS o S C —
I STATIONS I R X Z.
I I E EE ACs
I
-- xsnNC TEO ',
_: I o 1
---------
�lz— NEW 20'SANITARY'
ca w m ; SENER EASEMENT '
Q---
_o .� (3,027 50. F7.)
y-I--
I` ^�- —530D2'19T' —4
Ezz-N IL1107.J3'_
I
-, �..__ 123.80 -�.,
S WANSON ROAD N.W.
(RIGHT OF WAY VARIES)
EXHIBIT PLAT FOR
WESTERN VIRGINIA WATER AUTHORITY
IRF = IRON ROD FOUND SHOWING NEW 20' SANITARY SEWER EASEMENT
RE =
��..�� BEING ACQUIRED FROM THE
/�V'i Mattem & Craig CITY OF ROANOKE
\\��
CONSULTING ENGINEERS • SURVEYORS SI RIATE AT 4803 WILLIAMSON ROAD, N.W.
701 FI STREET 0W' CITY OF ROANOKE, VIRGINIA
(540)40) 345 9342
24015
FAX (540) 345-7691 SCALE: 1° = 60' I COMM. No.: 3228 I DATE: 10/04/2012
I
The Roanoke Times
Roanoke, Virginia
Affidavit of Publication
The Roanoke Times
+
WESTERN VIRGINIA WATER AUTHORITY
WESTERN VIRGINIA WATER AUTHORITY
601 S JEFFERSON STREET, W. S
ROANOKE VA 24011 NNIICEGFPNRLIC
NEARING
The City of Roanoke
Proposes e to grant sanitary ay
REFERENCE: 83788745 approximate width of 20
13256918 NPH-Deed of Easement feet,across City-owned
Property identified by
Official Tax Map No
2170128,located at 0803
State of Virginia Williamson RoatddI,.W..to
City of Roanoke
Authority ffAuthorlttr)a,iat
the Authority's request,in
I, (the undersigned) an authorized representative order for the Authority to
g P relocate an existing sanitary
of the Times-World Corporation, which corporation arl:e.
to the
is publisher of the Roanoke Times, a daily quirements of
§15.2.1800 and
newspaper published in Roanoke, in the State of §15.2-1813, Code of
Virginia (1950k'as
Virginia, do certify that the annexed notice was ded,notice is hereby
published in said newspapers on the following
given that the City
hold a public hearing on the dates: above matter
to at its regular
March 18, 2013.
commencing at 7:00 p.m.,
soon thereafteras the
or may be heard.In the
Council Chambers, 4th
Floor, Noel C. Taylor lid
Churh Municipal q enue,u 8 W..,,
City/County of Roanoke, Commonwealth/State of Roanoke,Virginia.Further
Virginia. Sworn and subscribed before me this information is available
from the Office of the City
Dlay of March 2013 . Witness my hand and Clerk for the City
official seal . 853-2541. a
Citizens shall have the
r: c..vslstser opportunity to be heard and
Notary Public
express urer thai,opinions on
If mare a person w0h a
disability who needs
accommodations for this
hx of rA LA y v hearingmwene contact the
City Clerk's Office at(540)
`� � . 853 2641.before 12:00
../4?-.••••(.101 M1V '....1 n March 1A,2013.
o IC, GIVEN under my hand this
(� ; pU6t _ 4th day of March,2013.
PUBLISHED ON: 03/08 .7 : NE(; #7090930 Stephanie M.Moon.ClMree
-Mr Citlu1VllHI'IU : - (13256918)
��mR�E}�� c.
C II — c'i
p>'''',H70',131-I1 -F
TOTAL COST: 229. 68
FILED ON: 03/19/13
+
Authorized 4 ii
Signature: !/. , AT /I .I.I4 JE� , Billing Services Representative
NOTICE OF PUBLIC HEARING
The City of Roanoke proposes to grant a sanitary sewer easement, with an
approximate width of 20 feet, across City-owned property identified by Official
Tax Map No. 2170128, located at 4803 Williamson Road, N.W., to the Western
Virginia Water Authority ("Authority"), at the Authority's request, in order for
the Authority to relocate an existing sanitary sewer line.
Pursuant to the requirements of §15.2-1800 and §15.2-1813, Code of
Virginia (1950), as amended, notice is hereby given that the City Council of the
City of Roanoke will hold a public hearing on the above matter at its regular
meeting to be held on March 18, 2013, commencing at 7:00 p.m., or as soon
thereafter as the matter may be heard, in the Council Chambers, 4th Floor, Noel
C. Taylor Municipal Building, 215 Church Avenue, S.W., Roanoke, Virginia.
Further information is available from the Office of the City Clerk for the City of
Roanoke at(540) 853-2541.
Citizens shall have the opportunity to be heard and express their opinions
on said matter.
If you are a person with a disability who needs accommodations for this
hearing, please contact the City Clerk's Office at (540) 853-2541, before 12:00
noon on March 14, 2013.
GIVEN under my hand this 4th day of March , 2013.
Stephanie M. Moon, CMC
City Clerk.
PH-Deed of Easement sewer line easement to Western Va Water Au0miry 3-4-2013
Notice to Publisher:
Publish once in the Roanoke Times on Friday, March 8, 2013:
Send affidavit to; Send Bill to:
Stephanie M. Moon,MMC, City Clerk • Roger Blankenship, Engineer
215 Church Avenue, S.W.,Room 456 Western Virginia Water Authority
Roanoke, VA 24011 601 S.Jefferson Street, S. W., Suite 300
(540) 853-2541 Roanoke,Virginia 24011
(540) 853-5659
PH-Deed or Easementsewer line easement to Western Va Water Authority 3-4-2013