HomeMy WebLinkAboutApplication APPLICANT 12/17/2007
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City of Springfield. ..
Development Services Departmenf
225 Fifth Street .
Springfield, OR 97477
Site Plan Application, Type II
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Application Type (Applicant: check one)
Site Plan Review: 0
Major Site Plan Major Modification X
Applicant Name: Stefano ViQQiano Phone: 682-6203
Company: ILane Transit District IFax: . 1682-6111
Address: 13500 E. 17th Street, P.O. Box.7070 - EUQene, OR 97401-0470
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Applicant's Rep.: 1 Mark YounQ, Proiect ManaQer - Phone': 1485-1003
Company: /Rowell Brokaw Architects .Fax: /485c7344
Address: ' lOne East Broadway, Suite 300' -:- EUQene, OR 97401,
Property Owner: I Elizabeth Cole, Development Director j Phone: 1801-463-4212 .
Company: IGeneral Growth Properties, Inc. IFax: 1801-486-7086
Address: 135 Century Way - Salt Lake Cit~, UT 84115.
ASSESSOR'S MAP NO: 17~03-22 TAX LOT NO(s}: 2200 and 2300
Property Address: 30C>>Gateway Street - SprinQfield, OR
Size of Property: 41 acre's!modified 2.21 acres . Acres X Square Feet
Proposed Name of.Project: Gatewav Mall LTD Bus/ EmX Stops
Four Elements: 1. 3 new bus'shelters alof]g west side of Gateway St. 2.
Covered pedestrian wal~way to mall 3. New'bus exit only at 4th (west) leg of
Oakdale Street 4. Remove oresent bus stoo and reestablish barkinosoaces.
Description of
Proposal:
# of Lots/Parcels: N/A Avg.Lot/Parcel Size: N/A 'sf Density: N/A
New Impervious Surface Coverage: No chanqes sf Bldg, Gross Floor .Area:
du/acre
sf
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Zoning: .
Applicable Refinement Plan:
Location: City Limits D
Associated Applications:
Pre-Submittal '
Case No.: fkE20ol-00082 Date: /. AUQust 31. 2006 Reviewed by:. .' -
Case No.: PfI.LJfY)7:-(jY)'bbte: /J olOf-June 14, 2007 Reviewed by:?t. -t(;f IL-l
Application Fee: $ 3150 Technical Fee: $ /01 7 go Postaqe' Fee: $ 150 I
TOTAL FEE'S $ I..t~Dg ,go J
, pn.;S ).DD~ - t:()O Y . L
Updated ]2/8/2006 Brenda Jones
Overlay District:
Plan Designation:
Urban Growth Boundary D
I
j;;.
...
Steps in the Process:
1. Th~ Applicant Submits apre~sWri1!F~\I~e~~}APPlication
. ';.J ....~--i \ .......,~'l "':ir:~~
The Pre-Submittal Application is rrrandato'ry:~Please refer to the Springfield Fee Schedule
for the Pre-Submittal Application'fee. The submittal package must conform to the .-
application completeness checklist attached to this form. You are required to submit Nine
(9) copies of the submittal requirements packet for pre-submittal review, Pre-submittal
'meetings will be. conducted every Tuesday and Friday between 10:00 ,am and noon: We
will strive to conduct the Pre-Supmittal meeting within five to seven working days of
receiving the application. ' . '
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly enco'urage you, the owner and design team to attend the Pre-Submittal
'meeting. The meeting will beheld with representatives from Public Works Engineering
and Transportation, Community Services (Building), Fire Marshall's officej and the
Planning Division. The meeting will be scheduled for 30 to 60 minutes. The 'Planner will'
provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items
required to make the application complete-if it isn't already complete. You will then have
180 days to make the application complete for submittal and accept~nce by the City. .
3. Appli!=ant Submits a Complete Application
When you have addressed all of the items on the Pre-Submittal Checklist,please submit
18 copies of the complete application to the City. .A fee will be collected at that time and
the 120 day calenda'r review period will begin. When the Planner has prepared a draft
land use decision, the draft will be mailed/faxed to the applicant/owner/design team for
their review: At the applicant's request, the planner will schedule a meeting to review the
draft with appropriate staff if certain issues need resolution before the final land use
decision is issued. ' . '
Owner's Sign<!tiJre
1.
This application will be used for both the required Pre-Submittal Meeting and subsequent
complete application submittal. Owner's signatures are required at both stages in the
application process. An application without the Owner's signature will not be
accepted.
Case Number: }l'yt..Z~:t -db IS Date Submitted:
The undersigned acknowledges that the information in this application is correct and accurate
for scheduling of the Pre-Submittal Meeting.
Owner:
~&
Signature
Date:
1/. 2 0.07-
Elizabeth Cole, Development Director
Print
Updated 12/8/2006 Brenda Jones
.
.f
.~
I represent this application to be complete for submittal to the City. Consistent with the
completeness check performed on this application at the Pre-Submittal Meeting, I affirm the
information identified by the City as necessary for processing the application is provided
herein or the information will not be provided if not otherwise contained within the submittal,
and the City may begin processing the application with the information as submitted. This
statement serv'es as written notice pursuant to the requirements of ORS 227.178 pertaining
to a complete application
, Owner:,
Sff~
Signature
Date:
/2. I 2.. O~
Elizabeth Cole, Development Director
Print
Updated 12/812006 Brenda Jones
~
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
DRC2007-00081
DRC2007-0008 J
DRC2007-00081
Payments:
Type of Payment
Check
cReceintl
kAl
"~ity of Springfield Official Receipt
Oevelopment Services Department
, Public Works Department
RECEIPT #:
2200700000000001850
Date: 12/17/2007
Description
Postage Fee Type II ' $155
CTY Site Plan - Major Mod
+ 5% Technology Fee
Paid By
ROWELL BROKAW
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
emm 2449 In Person
Payment Total:
Page I of 1
II :27:0IAM
Amount Due
155,00
3,956,00
197,80
$4,308.80
Amount Paid
$4,308,80
$4,308.80
12117/2007
CITY OF SPRINGFIELD
VICINITY MAP
DRC2007-00081
3000 Gateway Street ,
SITE
Map 17-03-22-00
Tax Lot 2200,
2300
North
+
Date t~&celvea: 'ri{}#7
Planner: AL
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1651 CENTENNIAL BLVD, . SPRINGFIELD, OR 97477
P.O. BOX'931 . SPRIN~FIELD, OR 97477 ,
PHONE: 541.741.1981
FAX: 541.741.0619
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TITLE INSURANCE SERVICES' ESCROW CLOSINGS
I',' ,
875 COUNTRY ClUB RP. . EUGENE, OR 97401
,P.O. BOX 10211 . EUGENE"OR 97440
PHONE: 541.687.9794
FAX: 541.687.0924
November 16, 2007
Our Order No.: ELT-54381
PRELIMINARY TITLE REPORT
JRH
4765 Village Plaza Loop Ste 201
Eugene, Oregon 97401
, Attn: Larry Reed
Estimated Premium for:
PARTIAL BILLING
$200.00
TOTAL
. $200,00
Dear Larry:
We are prepared to issue on request and on recording of the appropriate documents, a policy or
policies as applied for, with coverages as indicated, based on this preliminary report,
LEGAL DESCRIPTION:
SEE ATTACHED EXHIBIT A
Showing fee simple title as of November 7, 2007, at 8:00 a.m., vested in:
, , ,
GATEWAY MALL PARTNERS
Subject only to the exceptions shown herein and to the terms, conditions and exceptions
contained in the policy form. No liability is assumed until a full premium has ,been paid,
CONTINUED'
Date Received: /Y;~/.?<''''7
Planner: AL
"IN oUR BUSINESS, YOU MATTER MOST"
W\NW .evergreenlandtitle.com
,
ELT ~ 5438]
Page 2
SCHEDULE B
GENERAL EXCEPTIONS '
]. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records; proceedings
by a public agency which may result in taxes or assessments, or notices of such proceedings,
whether or not shown by the records of such agency or by the public records.
, ,
2, Facts, rights, interests or claims which are not shDwn by the public records but which could
be ascertained by an inspection of the land or by making inquiry Df perSDns in possession
thereof.
3, Easements, or claims of easement, not shown by the public rec'ords; reservations or
exceptions in patents Dr in Acts authorizing the issuance thereof; water rights, claims or title to
water.
.
4. Any' encroachm:ent (of existing improvements located on the subject land onto adjoining
land or of existing improvements located on adjoining land onto the subject land),
encumbrance, violation, variation, or adverse circumstance affecting' the title that would be
disclosed by an accuiate and complete land survey of the subject land.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers
compensatiDn heretofore or hereafter furnished, imposed by law and not shown by the public
records. '
"
CURRENT EXCEPTIONS
6, Easement, granted to Mountain States Power CDmpany (now Pacific Power & Light
Company), including the terms and provisions thereof, by instrument Recorded June 23, 1926,
Volume 148, Page 571, Lane Connty Oregon Records. (Exact location not disclDsed)
7. Easement for Irrigation Ditch, as disclosed by Water Contract between Eugene-Springfield
Land and Water CDmpany, and Ira H. Calef, et aI, Recorded November 4,1936, Volume 189,
Pages 24 and 25, Reception No. 46512, Lane County Oregon RecDrds, (Exaction location not
disclosed) ,
A portion ofIra H. Calefs interest in said Water Contract was assigned to Durward L.
Boyles by Assignment Recorded September 17, 1987, Reception No. 87-41410, and further
assigned to Tiemco Oregon, Inc. by Assignment Recorded February 17, 1989, Reception No.
89-07804, and further assigned tD Gateway Mall Limited Partnership by QuitClaim Deed
, Recqrded February 22, 1989, Reception No. 89-08203, Lane County Oregon Records.
CONTINUED'
Date f~eceived: /~)'7 /:;""7
Planner: AL I .
.
ELI - 54381
Page 3 .
, 8, Acce~s Restrictions, includi~g th~ terms and provisions thereof, as disclosed by 'Deed to the
State of Oregon, by and through its State Highway Commission, Recorded June,28, 1957,
Reception No, 16055, Lane'County Oregon Records. (No access to Interstate 5)
9. Easement, granted to the City of Eugene, by and through the Eugene Water & Electric
Board, including the terms and provisions thereof, by instrument Recorded November 3, 1959,
Reception No, 82428, Lane County Oregon Records.
10. Easement, granted to Pacific Power & Light Company,jncluding the terms and provisions
thereof, by instrument Recorded February 21, 1962; Reception No. 60270, Lane County'
Oregon Records.
11. Easement for Floodway, granted to McKenzie Water Control District, including the terms
and provisions thereof, by instruments Recorded February 21,1962, Reception Nos. 60269 and
,60270, Lane County Oregon Records.
12. Unrecorded Floodway Easement, including the'ierms and provisions thereof, between
McKenzie Water Control District, and Pacific Power & Light Company, by.instrument
Recorded May 21, 1962, Reception No. 70248, Lane County Oregon Records.
A recital inthe above docwnent states that the floodway crosses the Anna Boyd David Reed
property. (Exact location not disclosed)
13. Drainage Easement, granted to the City of Springfield, including the terms and provisions
thereof, by instrument Recorded June 11, 1973, Reception No. 73"26338, Lane County Oregon
Records. (Exact location not disclosed)
14, Disposition and Development Agreement for the Development of a Regional Shopping
Mall on a site within the Gateway area within the City of Springfield, including the terms and
, .
provisions thereof, between the City of Springfield, a municipal corporation of the State of
Oregon, and Gateway Mall Limited Partnership, a South Dakota partnership, by instrument
Recorded October 21,1988, Reception No. 88-44251, and amended by instrument Recorded
February J 1, 1998, Reception No. 98-09140, Lane County Oregon Records.
15. Waiver, Consent to Assessment, Agreement to pay certain improvement costs, and
agreement for provision of surety, including the terms and provisions thereof, by instrument
Recorded October 21, 1988, Reception No, 88-44252, Lane County Oregon Records.
16. <;::onveyance of Easement, granted to Rainbow Water and Fire District, including the temlS
and provisions thereof, by instrument Recorded February 23, 1990, Reception No. 90-08986'-
Lane County Oregon Records.
17, Public Utility Easements, granted to ,the City of Springfield, Oregon, a municipal
corporation, including the terms and provisions thereof, by instrument Recorded March 8,
1990, Reception No. 90-11195, Lane County Oregon Recor~s.
CONTINUED
Date Received:J,,?,); 1;ho? .
Planner: AL I '
ELT - 54381
Page 4
18. Construction"Operation and Reciprocal Easement Agree~ent, including the terms and
provisions thereof, between Gateway Mall Limited Partnership, a South Dakota limited'
partnership, and Dayton Hudson Corporation, a Minnesota corporation, by instrument
Recorded March 13,1990, Reception No. 90-11883, and amended by instrument Recorded
June 13,2003, Reception No. 2003-053669, Lane County Oregon Records.
19. Utility Easement, granted to the City of Springfield, a municipal corporation, acting by and
through its Springfield Utility Board, including the terms and provisions ther~of, by instrument
Recorded June 18, 1996, Reception No. 96-40795, Lane County Oregon Records.
20. Utility Easement, granted to the City of Springfield, a municipal corporation, acting by and
through its Springfield Utility Board, including the terms and provisions thereof, by instrument
Recorded October 30,1996, Reception No. 96-73241, Lane County Oregon Records.
,21. Public Utility Easement, granted to the City of Springfield, a municipal corporation, in
Lane County, including the terms and provisions thereof, by instrument Record~d September
26, 1997, Reception No. 97-65399, Lane County Oregon Records.
22. Deed of Trust and Assignment of Leases and Rents, including the 'terms and provisions
thereof, executed by GGP-Gateway Mall L.L.C., a Delaware limited liability company, as
Grantor(s), to Chicago Title Insurance Company, as Trustee, for the benefit of GMAC
Commercial Mortgage Corporation, a California corporation, as Beneficiary, Dated March 21,
2001, Recorded March 29,2001, Reception No. 2001-017636, Official Records of Lane '
County, Oregon, given to secure payment of a Note for $ 115,000,000.00.
The beneficial interest in said Deed of Trust was assigned to LaSalle Bank National '
Association, a National Banking Association, as Trustee in Trust for the holders of Commercial
Mortgage Pass-Through Certificates, Series 2001-GLIII, by assignment, Record~d September
10,2001, Reception No. 2001-058885, Lane County Oregon Records.
Said Deed of Trust was modifi,ed by instrument 'Recorded September 25, 2001, Rec~ption
No. 2001-062816, Lane.County Oregon Records.
\
23. Assignment of Leases and Rents, as additional security for the payment of the indebtedness
secured by the Deed of Trust as Exception No. 22 herein, which assignment was executed by
GGP-Gateway Mall L.L.C., tQ GMAC Commercial Mortgage Corporation, by instrument
Recorded March 29,2001, Reception No, 2001-017637, Lane County Oregon Records,
24. U.C.C. Financing Statement, including the terms and provisions thereof, between GGP-
Gateway Mall L.L.C" Debtor, and GMAC Commercial Mortgage Corporation, Secured Party,
, by instrument Recorded March 29,2001, Reception No. 2001-017638, and continued by
instrument Recorded November 16, 2005, Reception No'. 2005-091372, Lane County Oregon
Records,
25. Utility Easement, granted to the City of Springfield, a municipal corPoration, acti~g by and
through its Springfield Utility Board, including the terms and provisions thereof, by instrument
, .
Recorded November 16, 2001, ReceptIOn No. 2001-076670, Lane County Oregon Records,
CONTINUED Date Heceived: 1~/;~/#o7
Planner: AL
ELT - 54381
Page 5
26, Right-of-Way Easement, granted to the City of Springfield, a'municipal corporation, acting
by and through its Springfield Utility Board, and unto its successors and assigns, including the
terms and provisions thereof, by instrument Recorded June 4, 2002, Reception No, 2002-
042936, Lane County Oregon Records. . .
NOTE: Taxes, Map No, 17-03-22-00-02200, Code 19-00, Account No. 0188373,2007-2008,
$697,376.25, paid in full. ., ,
Taxes, Map No. 17-03-22-00-02300, Code 19-00, Account No..o 188449, 2007-2008,
$45,423.27, paid in full. '
NOTE: Taxes listed herein do not cover all property included in the Legal Description
herein.
NOTE: A JUDGEMENT/LIEN/BANKRUPTCY SEARCH was done for the name(s)
GATEWAY MALL PARTNERS, and as of November 7,2007, none were found.
NOTE: As of November 7, 2007, there are no liens for the City of Springfield.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE 71..\" /9.--' .
By: ~ ,~~--'~.~'
{
Kimberly A. Ditlefsen
Title Department Manager
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
. .
PREMTIJM PAID. IF FOR ANY REASON THE REPORTIS CANCELLED, A MINIMUM
CANCELLATION FEE OF $200.00 WILL BE CHARGED,
\
Date Received: /~f~L
Planner: AL
ELT - 54381
Page 1 of l'
Legal Description
EXHIBIT A
All of the existing Parking Lots as located within the following parcel:
Beginning at a point being North 0004' 00" West 125,69 feet from the Southwest corner of the
W,M. Stevens Donation Land Claim No. 46, in Section 22, ;r'owp.ship 17 South, Range 3 West
of the Willamette Meridian; thence South 680 40' 00" West 369,59 feet to the Westerly margin
of Beverly Street; thence along said margin South 2] 020' 00" East 291.02 feet to the Northerly
margin of Harlow Road; thence leaving said Westerly margin along said Northerly margin,
along the arc ofa 2819.79 foot radius curve to the right (the chordofwhich curve bears South
730 IT .16" West 296.53 feet), a' distance of296.67 feet; thence continuing along said margin
South 760 25' 34" West 73.40 feet; thence continuing along said margin South 890 22' 51"
West 576.60 feet to the Easterlymargin ofInterstate 5; thence leaving said Northerly margin
along the Easterly margin North 40 40' 00" East 2647,76 feet; thence leaving said Easterly ,
margin North 890 45' 20" East 1249.03 feet to the Westerly margin of Gateway Stieet; thence
along the Westerly margin the following courses and distances: along the arc of a 53.00 foot
radius curve to the right (the chord of which curve bears South 15053' 16" West 20.14 feet), a
distance of20,27 feet, along the arc ofa 127,00 foot radius curve to the left (the chord of which
curve bears South 15053' 16" West 48.27 feet), a distance of 48.56 feet, South 4056' 00" West
148.74 feet, South 260 52' 04" West 32:12 feet, South 40 56: 00" West 85.15 feet, South 27"
41' 36" East 46.37 feet, South 4056' 00" West 800.14 feet, along the arc ofa 2904,93 foot
radius curve to the left (the chord of which curve bears South 20 44' 20" West 222.48 feet), a
distance of 222.53 feet, along the arc of a 53.00 foot radius curve to the right (the chord of
'which curve bears South 110 10' 01" West 19.54 feet), a distance of 19,66 fe~t, along the arc of
a 127.00 foot radius curve to the left (the chord of which curve bears South 10029' 56" West
49,75 feet), a distance of 50.07 feet, along the arc of a 2917,92 foot radius curve to the left ( the
chord of which curve bears South 20 33' 26" East 179.44 feet), a distance of 179.46 feet, South
17028' 14" West 31.92 feet, South 50 45' 08" East 87.27 feet, South 390 48' 13" East 46.13
feet and along the arc of a 2904.93 foot radius curve to the left (the chord of which curve bears
South 90 49' 02" East 248.43 feet), a distance of248.50 feet; thence leaving said margin South
68040' 00" West 267.40 feet to the Point of Beginning, in Lane County, Oregon.
EXCEPT THEREFROM: That portion conveyed to Dayton Hudson Corporation, a Milmesota
corporation, by deed Recorded March 13, 1990, Reception No. 90-11882, Lane County Oregon
Records.
EXCEPTING THEREFROM that portion conveyed to the State of Oregon, by and through its
Department of Transportation, by Deed Recorded April 6, 2007, Reception No, 2007-022874,
Lane County Oregon Records.
Date Received:-Ld-;J7 / ~7
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Privacy Policy Notice
As adopted July 1, 2001
Evergreen Land Title Company
. Private Policy Notice
PURPOSE OF THIS NOTICE
TitleV bfthe Gramm~Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or
through its affiliates, from sharing nonpubJic personal information about you with a nonaffiliated third party
unless the institution provides you with a notice of its privacy policies and practices; such' as the type of
information that it collects about you and the categories of persons or entities to whom it may be disclosed.
In compliance with the GLBA; we are providing you with this document, which notifies you of the privacy
policies and practices of Evergreen Land Title Company.
We may coIled nonpublic personal infonnation about you from the following sources:
. Information we receive from you, such as on applications or other fonns,
. Information about your transactions we secure from our files, or from our affiliates or others,
. Information' we receive from a consumer reporting agency.
. Information that we receive from others involved in your transaction, such as the real estate agent or lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional non public personal
information will be collected about you. "
We may disclose any of the above information that we collect about our customers or former customers to our
affiliates or to nonaffiliated third parties as pemitted by law.
We also may disclose this infonnation about our customers or former customers to the follo:wing types of nonaffiliated
companies that perfonn marketing services on our behalf or with whom we have joint marketing agreements:
. Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.
. Non-financial companies such as envelope stuffers and other fulfillment service providers,
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMA nON ABOl]T YOU WITH ANYONE FOR
ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW,
We restrict access to nonpublic personal information about you to those employees who need to know that information
in order to provide products or services to you. We maintain physical, electronic and procedural safeguards that
comply with federal regulations to guard your nonpublic personal infonnation, , '
\
Date Received:~~'lJ<>PL
Planner: AL .
Privacy Policy Notice
Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of
Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title
Insurance Company; LandAmerica Companies: Commonwealth Land Title Insurance Company,
Commonwealth Land Title Insurance Company of New Jersey, Industrial Valley Title Insurance Company,
Land Title Insurance Company, Lawyers Title Insurance Corporation, Title Insurance Company of America,
TransnationTitle Insurance Company, Transnation Title Insurance Company of New York
PURPOSE OF THIS NOTICE
Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or
through its affiliates, from sharing nonP':lblic personal information about you with a nonaffiliated third party
unless the institution provides you with a notice of its privacy policies and practices; such as the type of
information that it collects about you and the categories of persons or entities to whom it may be disclosed.
In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy'
policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title
Insurance Company of Oregon; National Land Title Insurance Company, Arkansas Title Insurance
Company, Charter Land Title Insurance Company; LandAmerica Companies: Corrunonwealtll Land Title
Insurance Company, Corrunonwealth Land Title Insurance Company of New Jersey, Industrial Valley Titie
Insurance ,Company, Land Title Insurance Company, Lawyers Title Insurance Corporation, Title Insurance
Company of America, Transnation Title Insurance Company, Transnation Title Insurance Company of New
York. '
We may collect nonpublic personal information about you from the following sources:
. Information we receive from you, such as on applications or other forms.
. Information about your transactions we secure from, our files, or from our affiliates or others.
. Information we receive from a consumer reporting agency. '
. Information that we receive from others involved in your transaction, such as the real estate agent or lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal
iriformation will be colle'cted about you.
We may disclose any of the above information that we collect about our customers or former customers to our
affiliates or to nonaffiliated third parties as permitted by law. '
We also may disclose this information about our customers or former customers to the following types of nonaffiliated
companies that perform marketing services on our behalf or with whom we have joint marketing agreements:
. Financial service providers such ,as companies engaged in banking, consumer finance, securities and insurance,
. Non-financial companies such as envelope stuffers and other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL lNFORMA nON ABOUT YOU WITH ANYONE FOR
ANY PURPOSE TRA T IS NOT SPECIFICALLY PERMlTTED BY LAW,
We r~strictaccess to nonpubiic personal information about you to those employees who need to know that information
in order to provide products or services to you. We maintain physical, electronic and procedural safeguards that
comply with federal regulations to guard your nonpublic personal information.
Date Received: /1n,p.,'!:L'
Planner: AL '
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SoiJthm~!>t COI'l"IE1)' 01' tn!! IJ. M. Stl!vl!n!i Donation Land Clahl No. "'13~ in Si!.:ti....n
e2, Township 17 SOlJth, Roll"lgl1 3 Ue!lt of the Wil1anmtte 1~.Ct"ldlun; themeo S!;luH,
M dE!gj'E!DS 40' 00- ~11J5t36'3.5'J feot t., ~he ~Ie!lterl)l nlill'!;'in of [le"el'ly
Stt'eet; thenc:a along said lIIargin Soutt, ~1 degl'ees 20' 1'J0~ E&ilt 2'1.0::: fDut t.:-
the "Northerly r'lal'gin .;)1' Hill'low Road; I:hance ll!aving saJd HeGte~ly m~l'gin illol,g
said Northerly r:largin, .lIong tho arc of a eats.7<:1 foot t"atHus curve to the
"{gllt (the C~Ol"d of ~Jhich curve be...,'s S~'Jth 73 degrees 17' 1€." ~lest ;::~G.53
feet' a. dfstance of 295.67 feet; ttH!I'll:'a continuing along s.dd mal'gin South 16
~egrees as' 34" ~Ie~t 73.40 rent; thel'll:'a conUr,uing dong s.:Iid L:ill'gin S'=-'Jth {I"
tll!!j'rE1E!S 2~' 51" West 57G. 6~ feet to the Easterly margin of Interstate 5;
thenCe lOilyjna ".:lid l'Jarthet'ly (.rargin along tha Ea:ltedy nlal"gh'J tlo,.th " dC!!ll'~i!~
4C1' '0Ci" East ':';:547.76 feet; thl?n'ce le,,"'ir,g said Easterly 1>1111"911'1 NOI.th 0'3
degres9. 45' 2:0" EilGt 12~9.0J feet to I:he We!ltal'ly lIlar!!1n o.f lJata~Jay Street;
th!!n~e oi:Ilonll the West!!!'ly margin the following courses and dlshr,c:es: alonfJ
thlt arc: of' a 53.00 foot l"adiUG'cur'/E!' to tho right (tho ChO"d of tlhich c:ur'/Q
b2ar!l South J5, d!!!l"'~C9' 53t 15" !<Jest 20.14 fODt) a dtstimee c..f 2e:. 2~ fOllt,. aloM]
th~ arc'" a 1;::7.00 foot l'.;J.dlull c:wve to) thlJ toft tth9 cllol'd of ~Ihich c:UI....~
baal'S Soutk 15-i:h~gralllj .53'. 16"- West /fa.27 fl/lIt} . 'dil3ti1n~e of 4a.56' fllllt',
Soutk 4- dagraes ~6' 00" Wegt 148.74 fQot, South 26 degl'ees 52' .04" ~JD!lt !'::-.12
fsot, $,juth 4 dellNlIlS 5G' 00" WelOt l)~.15 f~Dt:, South Z7 cleqraas 41' ~S" e'att
46.37 feet, South 4 degrees :56' 00" ~IQlit 000014 faet, along th9 .11.6 of a .
Z9M. '33 foot radius CUl've to the left (the chord of whJch curve bear'S SO'Jtt, ~
dGgrsss 44' 2.0" !<Jllst 222.413 feet) a distance of 222.53 feClt, al;;'ny tho ere: ~~r
a 53.0\:1: foot radius CUrve to the I'ight (the chord of wkic:h curvlJ bears South
11 deereeg 10' 07" ~sst 1'3.~~ feet) a distance of 19.65 feet, al.:.tig the at'e: of
a 127.00 foot radius curvo to the left (the chord of Nh1c:h CUI'va beal's South
10 d!!II"SS!I 29' 56" West 49.75 feet) a distance of 50.07 feot, alol'lg th~ .;)'e: ,~f
a 2917.92 foot l'ildj\ls CUl'VS to the loft Itha chord of which c\ll....e beOirll Sc.\ltll
2 degrees 33' 26". East 179.44 feet) a distance of 179.4G faet, South 17
degl'ees 2B' 14" ({O!.;t 31.Sa feet I South 5 degl"I!C5 45' 08" East D7.27 feet,
S~'Jth 39 degrees 49' 13"E:ast 4G.13 feet and along the al'c of a 2'304. '33 f.:-.::.t
'.adius C:UI'VQ to.thG 11lft (the c:hol'd of l"Ihich C\lrVQ bears South '3 degrGl!-s 4';1'
0<2" East 2:4a.~3'f9at) -a distance of 24e.5~ f'aet;"thencQ havlt'lg said rn3rgin
South 6S degreE'S 4(}1 00" Wes;t 267.40 feet to tho Point of Deglnn11'1Qy ir, Lar,e
~unty, Oragon.
~EFROM th<lt: pOl"tfon conve~!3d to DilytOtl Hudson Corpol'D.tl.ol'l, a
"l. 1./\ Corpol'lI.tion, by deed rscordSd Hal'ch 13, 1990, Reco!'dlll"1i Receptf~l)
c7:fJ SS2, LD.nll' County Oreg>:ln arfichl Recol"d9. '
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Planner: AL
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P^RT II
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St91nnlnq at . point b,ln9 "arth '59.08 t..t And Wt3t 883.78
f.,t ftom the South~..t corn.~ ot tht.W. H. StQVQn~ Donation
Land Ch Ill. No.. -46, in S.~tloR 22, Towns.hip 17 South, Rlln9t J
lint ot th. Wllhllllt.te Hu'ldlaRJ thence South 659 20. 00.
h.t 192.50 teeta thence South <I. 40' 00. Wut 146.U futJ
thine. Sout.h 85. 20', 00. f:ut 178.76 Cut: thloU Noeth 4-
40' 00. eA~t 4.a5 c..t: th.ne. South 85. 20' OQ- e.ut 35.:18
t,.tl thence North )4- J9' OJ- tAat 84.36 ,..t) thlnee South
OS' 20; 00. eAst 429.11 t"tl thence South ... 21t 29- Ea,t
65.26 t..t: thence .tol1q the U'e of 4 229.00 root "..diu",
eurve to the ciqht (the ch~td or which C~ty. b...c. South 32-
09' IS. Hut 271.32 CUt) . dlJtane.. 0' 290.$9 hn; thine.
South 6S. 40' 00. w."t 166.15 t,.tl thene. South l1- 20' 00.
tan S".OO Cut: th..nc. South 68- 40' 00. WI:lt 60.00 tUtl
thene. :iorth 21- 20' 00. W.n 5".00 het: ,thence South 66-
.aD' 00. w..t 211."9 rue,' thine. Wut 365.85 fut. th.nel
:lo"th .- 40' 00- Eut !t98.65 hit to the Point of Be9innlnq,
Ln L.n. County, OC'tl)on.
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Planner: . AL /
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October 8. 2007
Date Received'
Planner.
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GATEWAY MALL
LTD BUS STATION
TRAFFIC IMPACT ANALYSIS
SPRINGFIELD. OREGON
OCTOBER 8. 2007
RENEWAL 06/30/0Q
17-/1-l)7
Date Received:.-L-
Planner: /fL-
JRH TRANSPORTATION ENGINEERING
4765 VILLAGE PLAZA LOOP, 5UITE 201. EUGENE. OREGON 97401 541.687,1081 FAX 541.345,6599 jRH@]RHWEB,COM
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EXECUTIVE SUMMARY
DESCRIPTION
This report outlines the analysis performed for the intersections and roadway adjacent to
the proposed Lane Transit District (L TO) transit station at the Gateway Mall in
Springfield, Oregon. Currently L TD provides a transit station in the southern portion of
the Gateway Mall parking lot, providing access to L TO bus routes. L TD is proposing the
relocation of the transit station to the eastern edge of the mall parking lot adjacent to
Gateway Street between Oakdale Avenue at the south mall entrance. The new transit
station is proposed to contain four boardingldeboarding locations, a covered pedestrian
walkway for access to/from Gateway Mall, and a fourth leg to the intersection of
Gateway Street at Oakdale Avenue for exclusive use by L TO bus service. The proposed
new transit station will provide the existing bus service and will include a station for the
L TD rapid transit service, EmX, upon connection of this location with the ErnX service
line. Completion of the transit station is expected in year 2008.
RESULTS
This analysis examines the operation of the intersection of Gateway Street at Oakdale
Avenue with the addition of the fourth leg to accommodate the proposed LTD station and
examines the impacts to the signalized intersections immediately north and south.
A performance analysis was completed for all studied intersections for the existing
conditions (year 2007) and for the year of opening (year 2008) with and without
development. The results of the analysis conclude that all intersections meet the adopted
mobility standard with the relocation of the L TO station and the addition of a fourth leg
to the intersection of Gateway Street at Oakdale Avenue to accommodate the L TD transit
service route.
A queuing analysis was performed for the studied intersections for the existing conditions
and the year 2008 traffic conditions, without and with the proposed project. The results of
the queuing simulation conclude that, under these timing conditions, the 951h percentile
queue at all intersections will not exceed the measured storage lengths or link distances.
In addition, a queuing analysis was performed for the eastern perimeter road at the
Umpqua Bank, where the two travel lanes per direction are merged into one travel lane
per direction. The results of the queuing simulation conclude that the 951h percentile
queue will not exceed the proposed storage lengths and will not cause any unnecessary
queuing during normal operating conditions.
Date Received:
Planner:
I z.-17~o7
ft1-
jRH TRANSrORTATION ENGINEERING I LTOT",ffic ImpaetA"'I,'i' ,G..,way MalllOclobe,', 200711
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TABLE OF CONTENTS
EXECUTIVE SUMMARY ........................................................................................................... I
1.0 INTRODUCTION .................................................................................................................4
2.0 EXISTING CONDITIONS ...................................................................................................6
2,1 EXISTING STREET NETWORK ................,..,.."",.......,..,..".",....".....................................,..,'.""""", 6
2.2 EX1STING TRAFFIC VOLUMES ..................,..,....................,..,..",............................,..",..""""""""" 8
3.0 FUTURE YEAR TRAFFIC VOLUMES............................................................................. 9
4.0 PERFOR.J\lANCE MEASURES......................................................................................... 12
5.0 EXISTING PERFORMANCE ANALYSIS ......................................................................13
5, I OPERATIONAL ANALYSIS .....',..,...,.."....................,..".".,.................."""""""""""",...............,...13
5,2 QUEUING ANALYSIS ....,.................."..,...,......,......"""",.".........................."""""".,....................... 13
6,0 PROPOSED LTD STATION .............................................................................................14
7.0 YEAR OF OPENING - 2008 - INTERSECTION ANAL YSIS.......................................16
7, I OPERA TlONAL ANALYSIS .........................................,.....,....,.........................................,...............16
7,2 QUEUING ANALYSIS ."".",.............................................,........,......................",..."""""""'..,.......... 16
8.0 OPERATION OF PERIMETER ROAD........................................................................... 17
9.0 CONCLUSIONS AND RECOMMENDATIONS............................................................. 19
LIST OF TABLES
TABLE I: STUDY AREA ROADWAY CHARACTERISTICS ..,............................................. 6
TABLE 2; TRAFFIC COUNTS AT STUDY AREA INTERSECTIONS................,.................. 8
TABLE 3: HCM LEVEL OF SERVICE CRITERIA
FOR SIGNALIZED INTERSECTIONS .......................................................,.......... 12
TABLE 4; INTERSECTION OPERATIONAL ANAL YSIS- YEAR 2007 CONDITIONS... 13
TABLE 5: INTERSECTION QUEUING ANALYSIS-YEAR 2007 CONDITIONS..,..,......, 14
TABLE 6: INTERSECTION OPERATIONAL ANALYSIS-YEAR 2008 CONDITIONS... 16
TABLE 7: INTERSECTION QUEUING ANALYSIS-YEAR 2008 AM CONDITIONS ,.... 17
TABLE 8: INTERSECTION QUEUING ANAL YSIS- YEAR 2008 CONDITIONS
WITH PROJECT ...,.",..,..,..,.....,."....".,.."..,..,..,."..,..,..................... ..........,......"".." i 8
1'2.--17-07
Date Received:- -
Planner: fr1--
JRH TRANSPORTATION ENGINEERING I LTDT",fficlmp,,,^,,,Iy>i,,G'lew'yM,IIIOclObe,', 200712
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FIGURE 1:
FIGURE 2:
FIGURE 3:
FIGURE 4:
APPENDIX A
APPENDIX B
APPENDIX C
APPENDIX D
APPENDIX E
APPENDIX F
APPENDIX G
APPENDIX H
.
LIST OF FIGURES
EXISTING LANE GEOMETRY AND INTERSECTION CONTROL ,......,.....,.. 5
2007 PM PEAK HOUR LANE CONFIGURATION ....,..,...........,......,..,......,........ 7
2007 PM PEAK HOUR TRAFFIC VOLUMES.........,......................,.......,.......... 10
2008 PM PEAK HOUR TRAFFIC VOLUMES............................,..,......,..,......... 11
LIST OF APPENDICES
SITE PLAN
SIGNAL TIMING
TRAFFIC COUNTS
SYNCHRO OUTPUTS YEAR 2007 ANALYSIS
SIMTRAFFIC OUTPUTS YEAR 2007 ANALYSIS
SYNCHRO OUTPUTS YEAR 2008 ANALYSIS
SIMTRAFFIC OUTPUTS YEAR 2008 ANALYSIS
SIMTRAFFIC OUTPUTS YEAR 2008 ANALYSIS - PERIMETER ROAD
Date Received:~
Planner.
1'2...-17-07
A-t..--
jRH TRANSPORTATION ENGINEERING [LTOT"ffi, Imp.ctA",ly,;" G",w'yM,IIIOctob<,', 200713
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1.0 INTRODUCTION
This report outlines the analysis perfonned for the intersections and roadways adjacent to
the proposed Lane Transit District (LTD) transit station at the Gateway Mall in
Springfield, Oregon. Currently L TD provides a transit station in the southern portion of
the Gateway Mall parking lot, providing access to L TD bus routes. L TD is proposing the
relocation of the transit station to the eastern edge of the mall parking lot adjacent to
Gateway Street between Oakdale Avenue at the south mall entrance. The new transit
station is proposed to contain four boardingldeboarding locations, a covered pedestrian
walkway for access to/from Gateway Mall, and a fourth leg to the intersection of
Gateway Street at Oakdale A venue for exclusive use by L TD bus service. The proposed
new transit station will continue to provide bus service and will include a station for the
LTD rapid transit service, EmX, upon connection of this location with the EmX service
line. Completion of the transit station is expected in year 2008.
This analysis examines the operation of the intersection of Gateway Street at Oakdale
Avenue with the addition of the fourth leg to accommodate the proposed EmX station
and examines the impacts to the signalized intersections immediately north and south. In
addition, the analysis examines the operation of the internal street at the eastern border of
the site, which parallels Gateway Street, at the main entrance, and at the Umpqua Bank
where the two travel lanes in each direction merge into one travel lane per direction. The
merging of the travel lanes is proposed to accommodate the exclusive bus lane and the
construction of the new station. Figure 1 contains a vicinity map and site location.
Upon completion of the proposed transit station the existing station will be removed. The
location of the existing station will be converted to parking spaces in concurrence with
the current parking plan. A preliminary site plan illustrating the location of the proposed
LTD station is included in Appendix A.
Date Received'
Planner.
1'2 -[1-07
frL
jRH TRANSPORTATION ENGINEERING I LTOT..ffic Imp,,, ^"J";,,G..,w'yM,]] IOc.obc",200714
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GATEWAY MALL SITE PLAN REVIEW
MINOR MODIFICATION
Figure 1: Vicinity Map
I Subject e Studied
Site Intersection
1 ,
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IRH LAND USE DIVISION
4765 Village- Plaza Loop, Suite 201
Eugene, Orl'gon 97401 {TEL} 541.687.1081
Date ReceiVe8:
DI..nnAr
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2.0 EXISTING CONDITIONS
2.1 EXISTING STREET NETWORK
The intersections of Gateway Street at the north mall entrance, Gateway Street at Oakdale
Avenue, and Gateway Street at the south mall entrance were evaluated to assess the
impacts of the proposed transit station. The characteristics of Gateway Street and
Oakdale A venue within the study area are included in Table I. The existing lane
configurations and intersection control for the studied intersections are included in Figure
2. Existing signal timing data used in the intersection analysis were provided by the City
of Springfield and are included in Appendix B.
Table 1: Study Area Roadway Characteristics
Roadway
Classification
Sidewalks
Present
--..'.. ....
. . . ...
Median Type
Gateway Street Minor Arterial Yes
No
2
Two-Way
Left -Turn Lane
Oakdale Avenue Local Intermittent
Yes
1
None
Date Received:
Planner.
12~\1-()7
f+L-
jRH TRANSPORTATION ENGINEERING 1 LTOTnffi, hnp"tA"ly,;"a",w'yM,1IIOctobff8, 200716
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GATEWAY MALL SITE PLAN REVIEW
MINOR MODIFICATION
Figure 2: Existing Lane Geometry
and Intersection Control
o Studied Intersections
A Signal I
tI Controlled NEW LTD STATION
IntersectIon
JR.H TRANSr'ORTi\TION ENG1NHRlNG .
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2.2 EXISTING TRAFFIC VOLUMES
As part of the analysis, peak hour turning movement counts were collected from the City
of Springfield at the intersections listed in Table 2. Traffic counts are provided in
Appendix C.
Periods
Counted
Gateway Street at Gateway
Mall South Driveway
Gateway Street
at Oakdale Avenue
Gateway Street at Gateway
Mall North Driveway
Internal Roadway
at Siuslaw Bank
Signalized
8/20/2002
4:00-6:00 PM
Signalized
8/23/2006
4:00-6:00 PM
Signalized
8/22/2006
4:00-6:00 PM
Unsignalized
9/26,9/27, 12:00-2:30 PM
9/28 2007 4:00-7:00PM
The global peak hour of traffic for roadways within the study area is 5:00 PM to 6:00
PM.
The intersection of Gateway Street at Gateway Mall south driveway was taken in the year
2002. Intersection counts more than three years old are typically considered to no longer
capture the existing traffic and usually would require adjustments that would exceed a
level of certainty needed in the analysis. Upon review it was detennined that the traffic
volumes shown in the count data for Gateway Street at the south driveway were
consistent or higher than the traffic volumes shown in the count data at Oakdale Avenue
and the north driveway and, therefore, usable for this analysis.
Currently there are no accesses between the studied intersections; therefore, traffic
volumes between the intersections were balanced
Date Received:J 2.-11-07
Planner. Irt-
jRH TRANSPORTATION ENGINEERING I LTDrmflk Imp,,, A"""i"G",w'yM,IIICktob<,8,200718
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3.0 FUTURE YEAR TRAFFIC VOLUMES
This study analyzes year 2007 existing conditions, the year 2008 traffic conditions under
the existing intersection geometry, and the year 2008 traffic conditions with the addition
of the fourth leg of the intersection of Gateway Mall at Oakdale Avenue to accommodate
the exclusive use by L TD bus service.
To determine the 2007 and 2008 traffic volumes, a 2 percent annual growth rate was
applied to the traffic volume counts. A 2 percent growth rate is on the high end of what is
a typical growth rate for roadways within built-out urban areas. As a conservative
analysis, a 2 percent growth rate was applied to the studied intersections. Figure 3
illustrates the year 2007 background traffic volumes. Figure 4 illustrates the year 2008
background traffic volumes.
Date Received:_l7 ,-17-07
Planner. Itt--
jRH TRANSPORTATION ENGINEERING 1 LTDT",m, Imp"'A""ys;, , Gateway Mall I OclOh<,', 200719
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GATEWAY MALL SITE PLAN REVIEW
MINOR MODIFICATION
Figure 3: 2007 PM Peak Hour
Traffic Yolumes
xx ~ TrafficVolumes
I NEW LTC STATION
JRH TRANSI\JR.TATION ENGINEERING .
478fi'w1I1.gIIP1lm1loop,SI.Ilt.201 ~
Eugene,Oregon97401CTELI641l'1iT1.10ll1 //
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GATEWAY MAll SITE PLAN REVIEW
MINOR MODIFICATION
Figure 4: 2008 PM Peak Hour
Traffic Yolumes
xx ~ TrafficVolumes
I NEW lTD STATION
JRH TRANSroRTATION ENGINEERING .
Qtl6....,JlIgePlqt..oop.SU~201
euoen..~87401(TE..16416I1.1CJBl //
_~.cun ~
Date Received: \L_I1--~'7'8FIGlD\\'G
Planner: ~
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4.0 PERFORMANCE MEASURES
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The measure of perfonnance of intersections analyzed in this report is based on a level of
service (LOS). Level of service is a concept developed to quantify the degree of comfort
(including such elements as travel time, number of stops, total amount of stopped delay,
and impediments caused by other vehicles afforded to drivers as they travel through an
intersection or along a roadway segment. It was developed to quantify the quality of
service of transportation facilities.
LOS is based on average delay, defined as the average total elapsed time from when a
vehicle stops at the end ofa queue until the vehicle departs from the stop line. Average
delay is measured in seconds per vehicle per hour and then translated into a grade or
"level of service" for each intersection. LOS is the perfonnance standard for
intersections under the City of Springfield's jurisdiction. LOS ranges from A to F, with
A indicating the most desirable condition and F indicating the most unsatisfactory
condition. LOS 0 is the minimum acceptable level of intersection operation for the City
of Springfield.
For this study, level of service analysis was completed according to the Hil!hwav
Caoacitv Manual (HCM) method implemented in SYNCHRO Version 6. The LOS
criteria as defined by the Hil!hwav Caoacitv Manual, HCM 2000, for signalized
intersections is provided in Table 3.
Table 3: HCM Level of Service Criteria for Signalized Intersections
level of Service
Average Delay per Vehicle
Per Hour (Seconds)
A
B
C
D
E
F
,;10
> 10 and ,; 20
> 20 and,; 35
> 35 and,; 55
> 55 and ,; 80
>80
In general, traffic facilities are analyzed for peak hour traffic flow rates. These rates are
detennined by dividing the traffic volumes in the peak hour by the peak hour factor. The
peak hour factor is the peak hour traffic volume, divided by four times the peak 15-
minute volume during that hour. The peak hour factor is always less than or equal to
1.00; therefore, dividing the peak hour volume by the peak hour factor results in design
volume greater than or equal to the peak hour volume. For this analysis the peak hour
factor of each movement was detennined based on the existing counts.
Date Received:
Planner:
12-l1-D~
;tL--
JRH TRANSPORTATION ENGINEERING'I LTOTnflk Imp", A..ly,ffi ,G..,w.y M.II I Octob<,S. 2007 I 12
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5.0 EXISTING PERFORMANCE ANALYSIS
5.1 OPERATIONAL ANALYSIS
A perfonnance analysis was conducted for the studied intersections for the year 2007
existing peak hour conditions. Perfonnance analysis calculations were perfonned using
the software program described previously. The level of service (LOS) for the studied
intersections is provided in Table 4, The SYNCHRO outputs are provided in Appendix
D.
Table 4: Intersection Operational Analysis - Year 2007 PM Peak Hour Conditions
Intersection
2007 Existing
Conditions
LOS
Gateway Street at north ,.., ..
Gateway Street at Oakdale Avenue
Gateway Street at south ~. t..~, .~~
LOS=LevelofService
D
D
D
B
A
B
As shown in Table 4, all intersections operate better than the adopted mobility standard.
5.2 QUEUING ANALYSIS
A queue length analysis was perfonned for all intersections studied as part of this
analysis for year 2007 existing conditions. The queue length analysis was perfonned
using the software program SimTraffic 6. The resulting average and 95th percentile
queues are illustrated in Table 5; all reported values have been rounded to the nearest 25
feet. The SimTraffic outputs are included in Appendix E.
Date Received:.
Planner.
\ 2.-11-07
(l('--
JRH TRANSPORTATION ENGINEERING I LTDT"mc hnp'ctA""y>i"GOIcw'y'''IIIQc,obe.8.2007111
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Table 5: Intersection Queuing Analvsis -Year 2007 PM Peak Hour Conditions
2007 Queue Length
(Feet)
Average
95
Percentile
Gateway Street at north EB L 125 100 125
driveway EB R 125 50 75
NBL 175 75 125
NBT 700 75 150
SBT 1,250 150 250
SB R 400 50 100
Gateway Street at WBL 150 50 75
Oakdale Avenue WBR +200 50 75
NBT 490 50 125
NBTR 490 50 100
SB L 120 75 125
SBT 700 50 150
Gateway Street EB LT 140 100 175
at south driveway EB R 140 50 75
(Main Entrance) WB L TR 100 25 50
NBL 175 75 125
NBT 500 75 125
NBTR 500 75 125
SBL 125 25 75
SBT 490 100 200
SBR 225 50 100
NB :: Northbound. sa = Southbound. EB:: Eastbound, WB '" Westbound. L = Left., R = Right, T = Through
6.0 PROPOSED LTD STATION
L TO is proposing a new transit station be constructed in the Gateway Mall parking lot
adjacent to Gateway Street between Oakdale Avenue and the south mall entrance. The
proposed transit station will replace the existing transit station found in the southern
portion of the mall parking lot near Target. The new transit station will continue to
provide bus service and will include a station for the L TO rapid transit service, EmX,
upon connection of this location with the EmX service line. The new transit station is
proposed to contain up to four boarding/deboarding locations and a covered pedestrian
walkway for access to/from Gateway Mall. To accommodate the ingress and egress of
buses at the new station, it is proposed that the intersection of Gateway Street at Oakdale
be improved to include a fourth leg for exclusive use by L TO bus service. In addition, it is
proposed that the signal timing of Gateway Street at Oakdale be modified to allow a
sufficient gap in the southbound through traffic that will enable the departure of
southbound buses from the station, A conceptual drawing illustrating the proposed transit
jRH TRANSrORTATION ENGINEERING I LTOT"mdmp.<tAMI"i"Gat,w.yM.1I I Ck'ob<,'. 2007 I 14 1 0""
R . ed' \ 'L..-( - L-
Dete DeelV .
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station and the eastbound approach of Gateway Street at Oakdale is included in Appendix
A.
The analysis included in this report studied the impacts at the intersection of Gateway
Street at Oakdale with the addition of the fourth leg and the effects of the adjacent
signalized intersections.
The parameters for the analysis of the intersections with the proposed fourth leg of
Gateway Street at Oakdale Avenue and the LTD bus service are as follows:
. It is estimated that the L TD EmX service in combination with the regular bus
service will have 6 minute headways through the intersection. It is assumed that
there will not be any more than one L TD bus utilizing the eastbound approach of
Gateway Street at Oakdale Avenue during a signal cycle.
. The eastbound approach of Gateway Street at Oakdale will be exclusive to the
L TD bus service, and will only allow left-turn movements.
. Based on information used in the analysis of the EmX for the downtown Eugene
service line, it is anticipated that the ErnX bus will require 5 to 15 seconds from a
stopped position to start and complete its movement through an intersection. For
a conservative approach to this analysis, it will be assumed that the bus will
require 15 seconds to move through the intersection.
. The LTD bus service will use actuation for service to the intersection. Upon
leaving the station the bus will put in a call to the intersection and receive a green
indication when approaching the intersection. The eastbound approach will get
green time only when called upon by an L TD bus,
The parameters for the analysis of the intersections to create a gap in southbound traffic to
allow the busses to exit the southbound bus terminal are as follows:
. A northbound left-turn phase (phase 5) will be coded into the timing parameters at
the intersection of Gateway Street at Oakdale Avenue. Phase 5 will run as a
phantom phase and will run concurrently with the northbound through phase.
Coding a left-turn phase will give the southbound through traffic north of Oakdale
a red light and still allow the northbound through to have a green light. By giving
the southbound traffic a red light, a gap in traffic will be created which will be
sufficient in length to allow the bus to leave the terminal and enter southbound
traffic.
· The southbound bus terminal will be equipped with a loop detector which will put
in a call for the southbound though phase (phase 6) at the Gateway Mall south
entrance at Gateway Street. When a bus is ready to leave the station, the driver will
position the bus over the loop, sending a call to the intersection of the south
driveway and Gateway Street for the southbound through movement, while
simultaneously sending a call for a red light to the southbound movement at the
intersection of Gateway Street at Oakdale Avenue. Date Received:
Planner.
12-11-01
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Based on the above information, the intersection of Gateway Street at Oakdale Street was
analyzed with the addition of the eastbound approach. The intersection was modeled with
an eastbound left turn only and modeled to run 10 L TD buses during the peak hour (6
minute headways results in a total of 10 buses per hour). To accommodate the additional
approach, 15 seconds was added to the current cycle length. This 15 seconds is the total
time allotted to the eastbound approach and includes 4 seconds of yellow time. The
results of the analysis are discussed in the following section.
7.0 YEAR OF OPENING-2008-INTERSECTION ANALYSIS
7.1 OPERATIONAL ANALYSIS
A performance analysis was conducted for the studied intersections for the year 2008
traffic conditions with and without the proposed LTD station. Performance analysis
calculations were performed using the software program described previously. The level
of service for the studied intersections is provided in Table 6. The SYNCHRO outputs
are provided in Appendix F.
Table 6: Intersection Operational Analysis - Year 2008 PM Peak Hour Conditions
II' 10:
. .. .
.
Intersection
2008 Without
Project
LOS
Gateway Street at north entrance 0 B B
Gateway Street 0 A A
at Oakdale Avenue
Gateway Street at south entrance 0 B B
LOS~ Level of Service
As shown in Table 6, all intersections operate better than the adopted mobility standard
with the modification proposed for the new LTD station.
7.2 Q1JEUING ANALYSIS
A queue length analysis was performed for all intersections studied as part of this
analysis for year 2008 traffic conditions with and without the proposed project. The
queue length analysis was performed using the software program SimTraffic 6. The
resulting average and 95th percentile queues are illustrated in Table 7; all reported values
have been rounded to the nearest 25 feet. The SimTraffic outputs are included in
Appendix G.
JR.H TRANSPORTATION ENGINEERING I LTDTratlic Impact Analysis-Gateway Mall I Oclober 8. 2007 I 16
Date Received' /2.-1/-01
Planner. t'rL-
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Table 7: Intersection Queuing Anal sis -Year 2008 PM Peak Hour Conditions
Queue Length
(Feet)
Queue Length
Feet)
100
50
75
100
150
50
50
50
75
50
75
75
75
50
25
100
75
75
25
125
75
NB:::: Northbound. 5B =- Southbound. EB = Eastbound. WB == Westbound. L = Left. R = Right, T = Through
Gateway Street
at north driveway
--
. . ..
'. -.. .
EB L 125 100 150
EB R 125 50 75
NB L 175 75 125
NBT 700 100 150
SBT 1,250 175 275
SB R 400 50 75
WBL 150 50 75
WBR +200 50 75
NBT 490 50 125
NBTR 490 50 125
SB L 120 75 100
SBT 700 75 150
EBLT 140 100 150
EB R 140 50 75
WB L TR 100 25 50
NBL 175 100 125
NBT 500 75 125
NBTR 500 75 125
SBL 125 25 75
SBT 490 125 200
SBR 225 75 150
Gateway Street
at Oakdale
Avenue
Gateway Street
at south driveway
Average
-
150
75
100
150
250
75
75
75
150
125
125
200
100
100
50
175
150
125
50
200
125
The intersection of Gateway Street at Oakdale Avenue queuing analysis was p~;:v..ued
with the addition of the fourth leg of the intersection. It is estimated that the LTO EmX
service, in combination with the regular bus service, will have 10 minute headways
through the intersection. It is assumed that there will not be any more than one L TO bus
utilizing the eastbound approach during a signal cycle. The eastbound approach will only
be available for the use of L TO buses and, therefore, the length of queue for this
approach is estimated to be the length of one L TO bus, or one EmX bus, and may be
variable, depending on which vehicle is used.
8.0 OPERATION OF PERIMETER ROAD
The eastern perimeter road is proposed to be modified from the southern main entrance to
just north of the Oakdale Street extension. The eastern perimeter road currently exists as
two lanes in each direction. With the construction of the new station, it is proposed that
the eastern perimeter road be modified to one lane in each direction from the Umpqua
JRH TRANSPORTATION ENGINEERING I LTDT"mc I"""ClA>>aIy>i"G,tew'yM,lI I Cklobe,8. 2007 I 17 ^-1
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Bank access to just north of the new Oakdale Street access. Two lanes northbound and
southbound will still be present at the northern approach of the main entrance at Gateway
Street; there are no changes to the lane geometry proposed for this intersection. At
approximately 180 feet north of the main entrance, the northbound direction will merge
from two travel lanes into one, and the southbound direction will change from one travel
lane to two. At approximately 80 feet north of Oak dale Street, the northbound direction
will return to two lanes, and the southbound direction will merge from two lanes to one
lane. The proposed modifications are included in Appendix A.
As requested by the City of Springfield, an operational analysis was p,,/.'v. ",ed for the
perimeter road at the Umpqua Bank. The operational analysis was performed for the mid-
day peak hour and for the PM peak hour. Counts for the mid-day peak period were taken
from 12:00 PM to 2:30 PM on September 25th and October 2nd of2007. Counts for the
PM peak period were taken from 3:30 to 7:00 PM on September 25th and 26th of2007.
The mid-day peak hour was determined to be from I :00-2:00 PM, and the PM peak hour
was determined to be from 4:30 to 5:30 PM. The count information is included in
Appendix C.
The operational analysis was performed to determine if the proposed removal of one
travel lane in each direction will create undesirable queuing conditions for the section of
roadway fronting the Umpqua Bank. The analysis was performed using SimTraffic, a
microsimulation software, to determine the queuing conditions anticipated by vehicles
with the proposed modification. Table 8 includes the queuing and delay results for the
mid-day and PM peak hour. The results of the analysis are included in Appendix H.
Table 8: Intersection Queuing Analysis -Year 2008 Conditions with Project
~ I . .
Queue Length
Mid-Day Peak Hour
(Feet)
2008 with Project
Queue Length
PM Peak Hour
Feet)
Average
Perimeter Road NBT +300 25 75 25
at Main Entrance NB R +300 75 100 75
SB L 180 75 100 50
SBT +300 50 75 50
Perimeter Road NB LT 180 25 50 25
at Umpqua Bank NB R 100 25 25 0
SB LT 100 25 25 25
SBTR +300 25 50 25
NB = northbound, 5B = southbound. L = left, R = right, T = through
-
50
100
75
75
50
25
25
50
The results of the analysis of the perimeter road indicate that the proposed modifications
will not adversely affect the operations.
jRH TRANSPORTATION ENGINEERING I LTD T"ffidn'l'''l Aoaly,;,-Gat'w,y Mall j Octob<,8,2007 I 18 1
17 -11 -0
Date Received:-A'
Planner. fr1.-
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9.0 CONCLUSIONS AND RECOMMENDATIONS
This report outlines the analysis performed for the intersections and roadways adjacent to
the proposed Lane Transit District (L TD) transit station at the Gateway Mall in
Springfield, Oregon. Currently L TD provides a transit station in the southern portion of
the Gateway Mall parking lot providing access to L TD bus routes. L TD is proposing the
relocation of the transit station to the eastern edge of the mall parking lot adjacent to
Gateway Street between Oakdale Avenue at the south mall entrance. The new transit
station is proposed to contain four boarding/deboarding locations, a covered pedestrian
walkway for access to/from Gateway Mall, and a fourth leg to the intersection of
Gateway Street at Oakdale A venue for exclusive use by L TD bus service. The proposed
new transit station will continue to provide bus service and will include a station for the
LTD rapid transit service, EmX, upon connection of this location with the EmX service
line. Completion of the transit station is expected in year 2008.
This analysis examines the operation of the intersection of Gateway Street at Oakdale
Avenue with the addition of the fourth leg to accommodate the proposed LTD station and
examines the impacts to the signalized intersections immediately north and south.
A performance analysis was completed for all studied intersections for the existing
conditions (year 2007) and for the year of opening (year 2008) with and without
development. The results of the analysis conclude that all intersections meet the adopted
mobility standard with the relocation of the L TD station and the addition of a fourth leg
to the intersection of Gateway Street at Oakdale A venue to accommodate the L TD transit
service route.
A queuing analysis was performed for the studied intersections for the existing conditions
and the year 2008 traffic conditions, without and with the proposed project. The results of
the queuing simulation conclude that, under these timing conditions, the 95'h percentile
queue at all intersections will not exceed the measured storage lengths or link distances,
In addition, a queuing analysis was performed for the eastern perimeter road at the
Umpqua Bank where the two travel lanes per direction are merged into one travel lane
per direction. The results of the queuing simulation conclude that the 95'h percentile
queue will not exceed the proposed storage lengths and will not cause any unnecessary
queuing during normal operating conditions.
Data Received:.
Planner.
12-\ 7-D1
f\1---
jRH TRANSPORTATION ENGINEERING I LTDTrnftk Imp", Am'Y'i"G",w'yM,1l10oto"',8,20071'9
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I'ROlfCT Mi\NAG[ ['LANN1RS
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A JJ~_'.J~=X A
PROPOSED LTD GATEWAY
MALL STATION
"
Date Reeelved:-
Planner:
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LEGEND
I EXISTING CURBED AREAS
I
NEW CURBED & PAVED AREAS TO
REPLACE EXISTING PAVING OR
LANDSCAPING
. EXISTING CURBED AREAS TO BE
DEMOLISHED AND REPLACED WITH
NEW CURBED AREAS
-1 EXISTING CURBED AREAS TO BE
DEMOLISHED AND REPLACED WITH
NEW PAVING
q
~
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"=~ ./
0 . PLANTER S ~"=
TO BE REPLACE) :--..:~ ./
WITH PARKIN 3 "= ~
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SU"f' 201
E"'JO'~.Ofeqon'7401
(TELISoIl681.11l81
GATEWAT
STATlON
9.24.2007
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EXHIBIT C
SrTE "L,,\~
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LTDGATEWAY STATION
Exhibit C: SITE PLAN - A 1.1
IRH LAND USE DIVISION
4765VillilgePlalClloop,5uite201
fugefle,Qregon97401{TEL.1541.687.I081
www.jrhweb.com
v..J.l-' _11-
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PR.OJECT MANAGE'
APPE_\lDIX 3
SIGNAL TIMING
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12.-11-07
AL-
Date Reeeived:
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INTERSEC-r:ION: Gatewav St. "& OakCla'ie St.
qroupAssignment" NONE
Field'Master Assignment: NONE
System-Reference Number: 57
Change Record' ~
ChanQe I Bv I Date II Change Bv Date
:T-r ----- I
I I II I
I I II I
I I II I
IDrop Number I 2 I<C/O+O+O>
IZone Number 1 I<C/O+O+1>
IArea Number 1 I<C/O+O+2>
IArea Address 59 l<C/O+O+3>
IQuicNet Channel OIGI12: l(auicf'Jet)
Communication,Addresses
IManual'Plan
IManualOffset
Manual Selection
I,''''
q'f'
I Phase
Column Numbers _> ~,,:.;;*-rr~';2~"I" il"...(",['m :' v.~. '~'lr'''''~'\*':I''''-;\'Ot;>':-:.t ~1~!a~-'w;8~
. _nl'~""C~" 'i.<.iis-J' '_'~"+-"~" ~_.,.,'fi<<N;I~._..,-"-""'.3,r,... .,",,^
I Phase Names-;.I . i .:..____~
IPed Walk 1---0- ----a-, - 0 0" 0 0----0- ---or
IPed FDW 0 12' 00 d' 0 I 0 0 21
IM;n Green ' 0 5 I 0 0 'I I 01 5 0 5
ITvpe 3Disconnect I 0 0:1 0 0 'II 0 I 0 0 0
IAdded per Vehicle I 0,00.0:' 0,0 0.0'1. 0,0 I 0.0 0',0 0.0
IVeh Extension I 0.0 3,0 l 0,0 0.0,11 0,0 I 3.0 0,0 1.5
IMax Gap I 0.0 3.0 I 0,0 0,0 II 0.0 I 3.0 0.0 1,5
IMinGap 0.0 3,0 10.0 0,0'1,0,0 13.0 0.0 1.5
I-Max Limit 0 24 'I 0 0 :f! 0 I 24 0 21
IMaxLimit2 0 30 (I 0 0 C:I\ 0 I 30 0 25
IAdv, I Oelav Walk 0 0 'I 0 0 --I, 0 I 0 0 0
I RRMin Ped FDW 0 7'1 0 0 II 0 I 7 0 7
ICondServCheck 0 0 1 0 0 ii' 0 I 0 0 0
I Reduce Everv 0.0 0,0 ", 0,0 0,0 'II;, 0,0 I 0.0 0.0 0.0
IYeilow Chance 0,0 4.0, 0,0 1 0,0, I, 0,0 I 4,0 0.0 4,0
IRed Clear 0.0 ,0,011 0,0 I, 0,0 Iii: 0,0 \ 0,0 0,0 0.0
Phase,Timing - Elank <C+C>F=l>
Printed on 11/6/2006 1:55 PM
-
-
-
-
Flash Start II 0
Red Revert 5.0
Ail Red Start 0.0
Start I Revert Times
o
o
o
o
o
o
o
o
Max Initi..~
AlternateWalk~
Alternate FDW ~
Alternate Initial
Alternate Extension
lW:9<!'(l(%l~l;r;.~r.i!..e",~~ll!.1
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
N/S.'StreeliName:
Em Street Name:
Notes:
MRn"al PI>'!!)
O::Automalic
1~9 '" Plan 1-9
14 = Free
15 = Flash
M:Jn""lnff,,~
o = Automatic
1.= Offset A
2=OffsetB
3 = Offset C
I<C/O+A+1>
<CIO+B+1 >
I
IPhase 1 0
IPhase 2 20
I Phase 3 0
I Phase 4 20
I Phase 5 0
I Phase 6 20
I Phase 7 0
I Phase 8 20
/'
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Alternate Timing <C+O+F=l>
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
<Fl1+0+E)>
<F/1+0+F>
<F/1+C+O>
1""Eifl
8.+ ..."
0.0
0.0
0.0
0.0
0,0
0,0
0,0
0.0
'RR.l Delay I 0
RR-1 Clear 0
EV~A Delav 0
EV~A Clear 10
EV-B Delav 0
EV-B Clear 10
EV.C Delay 0
EV-C Clear 10
EV-D Delav 0
EV.O Clear II 10
RR,2 Oelay II 0
RR~2 Clear II 0
View EV Deray I
View EVClear II
View RR Delay I
View RR Clear
Preempt Timing
-
-
-
-
-
PaQe l',(of I;);
" .
:~.LastDatabase.iChange: .1115/2003"15:49
~xclusiv eWalk II 0 j<F/,"t+O+O>
I Exclusive FDW 0 <F/1+0+1>
IAII Red Clear 0.0 <F/1 +0+2>
Exclusive PedPhase
(Outputs specified in Assignable
Outputs aIEf127+A+E & F)
Lt%~~~~:,~~4-~:i':~1
F~(Iw i
jPermit 2 ___6~8 ~llO]
IRed Lock ~1iJ
IYellow Lock --- - lF2J
IMi" Recall 2 6 i3~
IPed Recall . ; i4~ f
::;-; ,:~. , ~! :'~'.-; ,
IRed Rest __' ~7.d "
/Dual Entry ___ _ ~ .1;8~ '
IMaxRecai! _=- Q9n.
ISoftRecall __ iPi'l
!Max 2 __. I ~)B~~
lCond. Service 1 ]IC~
IManCntrlCaJls ___ ;lFl0~
IYellow-8tart . I GJE&,
IFirst Phases 2__6 -I;J ;.;FJl
Phase Funct ons<C+O+F=l>
81 Tran Systems, inc. Sacramento, California
j] ,
~;p Overlap I
I~ ' I COI~~:rl:;:::: =:~~II":" ;\1." -' J,:I-''''2C'''''''it ~'"'l3f-"J "'''ll:'~1I'""", .;:;g""5'i;i""""'''$f''~ ,,,,,,'J JIj, ""f'" ;J!J[ '"'''''1
, A I tcoadSWltch Number I. 0 II 0 J > 0 0 0 0 0 0 I
. :' Iveh Sel1 ' Phases III ' I I
\ 'I' Veh Set 2 - Phases It I III J
ffiij' Veh Set 3 - Phases I II III I
f ~ IINeCl Veh Phases I;, rl__ d I
'~~ INeQPed Phases ,IL ill', .-. ,I I
.~ llGreen Omit Phases IL ir ,'I 1
I, .ill tlGreen Clear Omit Phs. IF II_ 1_
~S~ I II 'I' 'I
~MI-I I II II
. SAfP:il I' 1.1: :1:
i JBIJ '11 I II II
I ~C.lJ,1 I' II ,,1
jJD~ ,1lGreen Clear I- 0.0 'I 0.0 'I 0;0
~EdlYellowChanae II' 0.0 II 0.0 I 0:0
" JFJ! ) IRed Clear I ' 0,0 II 0,01 0:0
Overlap Assignments
-
-
-
-
-
-
-
-
INTERSECTICIN: Gatewav 51. &iOakdale St.
:~~I~ I ExCIUS~::;~~~=~ ->1~~~'S~&"*;
IL1t\; :URR-1 Clear Phases
: ~"2,:! :dRR-2 Clear Phases
.111-3~ JRR-2 Limited Service
l'f4~ (Protl Perm Phases
,i5~ "Flash to PE Circuits
" J6Jlj ~'Iflash En~ry Phases
f B\7tt11IDisable Yellow R~mae
I '~8* IDisable Ove Yel Ranoe
j jl:S~ IOverlae Yellow Flash
"'0 0 , IA~ I EV,A Phases
m 9L ~B~ IEV-B Phases
::J II) ,eel IEV,C Phases
~ Xl ';O! IEV,D Phases 2
:'"!(D ~E:~ IExtra 1 Confi}l.'Bits ~n 1 3 5
2 ,;:fi 'Ie Select (Interconnect) ,II 2
<- Configuration <C+O+E=125>
~
~\:'
,
I
I Ext. Permit 1 Phases
I Ext. Permit 2 Phases
I Exclusive Ped Assian
I Preemot Non-Lock
I Ped for -2P Output
IPed for 6P Output
I Ped for 4P Output
I Ped for 8P Output
Yellow Flash,Phases
Low Priority A Phases
Low Prioritv B.Phases
Low Priority C' Phases
Low Priority D Phases
!Restricted- Phases
Extra 2 Config. Bits
Configuration
I
I
I
I
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6
I
8 I
I
D
--..\
Pnnted on 11/6/2006 1:55 PM
-
-
-
-
0,0
0,0
0.0
0,0
0,0
0.0 I
<C+O+E=29>
0,0
0,0
0.0
0,0
0,0
0,0
0,0
0,0
0.0
~.J~#FJ,f6j
6
I
I
i
I
1
I Fast GreenFlash Phase
IGreerl'Flash Phases
IFlashinCi WallO:: Phases
IGuaranteed passaqe
ISimultaneous Gao Tenn
ISeouential Timina
IAdvance Walk Phases
I Delav Walk Phases
IExternal Recall
I Start-ut? Overlap Green
Max Extension
Ilnhibit Ped Reservice
ISemi-Actuated
IStart-up.Overlao Yellow
IStart~uDVehicle Calls.
iStart-upPed Calls
Specials
II 2
Ii
II
II
II
II
II
II
b
h 4 I
<C+O+E=125>
4
8
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
-
j:rtr..1 i=l:"n~
1 =-TBe Type 1
2 = NEMA Ext. Coord
3 = Auto Daylight Savings
4 = EV Advance
5 = Extended Status
6= Intemaliooal Ped
:, = Fla~h - Clear Outpuls
8 = Split Ring
~>ltrn? FrAn,!
1 = AWB During Inilial
2=LMUlnstal1ecl
3 == Disable Min Walk
4 = QuicNetl4 System
5 = Ignore PIP on EV
6"
7 = Reserved
8"
j ,,~,,~,~ '"
II ~ ~'",l1. it"..-<
,I ~
Fl"",h In PJ=;;&
P!;Non_Lo~
1;;iEVA 5=RRl
2=EV.S 6=RR2
3=EVC 7=SE'1
4=EVD B=SE2
I
I
~
Ie Set~c1 Fl~
1 "
2=Modem
3 == 7-Wire Slave
4 = Flash I Free
5"
6 = Simplex Master
7=7-\lVireMaster
268 I
I
<C+O+F=2>
-
-
-
-
I EV-A 0
IEV-B 0
I EV-C 0
I EV,O I 0
IRR"l' I
IRR,2' I
ISE,I II 0
ISE-2 II 0
Preempt
Priority
<C+O+E=125>
(- RR-1lsalways Highest. and
RR-2 is second Highest)
'~H2~\
I
IPhase1 0
IPhase 2 20
IPhase 3 I 0
IPhase 4 0
IPhase 5 I 10
IPhase 6 II 25
IPhase 7 II 0
[Phase 8 30
Coordination
Transition
Minimums
<C+O+C=5>
Pade 2110f:8)
WC~l :.Row
40'!l
: '4,1J~
w}2il
~3~
t24~
l15~
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-
-
-
-
-
-
-
-
-
INTERSECTION: Ga-teW8\1 St "&-:Oal(dale 51::
'jj
I I Plan
--< '1' . r~ _.~2t "I>,-JI'~\"'" f~'\a'i.~'~"" "~, ;61 cl'-,J'17Ir ,. 'I
','~' Column Numbers ->Y ,_, "'-d ....~ .;.' Jl1;;.-__ :(,e-;a ';~'M-=:W~t",_, _, .';,,'~:-:;::lf,~'If"Y{,-,',} l'
, w l Fc __.__~I~~~a~e-->:! ,
. ti Cvcle LenQth _ I 80 r 80 :1~1OO 100- 100 100 100
Ii ,!!If i I Phase 1 - F orceOff I 55 ,I 55 ' 55 55 55 55 ,I 55
I (; [I Phase 2 - ForceOff 1 , 0 1 0 'I 0 0 0 0 0
; I L Phase 3 - ForceOff I 20 ',[ 20 'I 20 20 20 20 20
<~1 !Phase 4 - ForceOff II, 40 .I 40 ,I 40 40 40 40 .1 40
i G I Phase 5. ForceOff 11'1 55 55 d 55 55 55 55 55 1
,~~ 1 Phase 6 - ForceOff II. 0 II 0 I 0 0 0 0 I 0 I
, IPhase 7 - ForceOff II: 20 'I 20 20 20 20 20 I 20 1
: -i8\JJ nphase 8- ForceOff' I: 40 1 40 40 40 40 40 1 40 I
~)9J I' IRina Offset '0 I 0 0 0 0 0 I 0
:'iA'R I, IOffset 1 II 0 i 0 0 0 0 0 I 0 ,I
. ,tB~ 10llset2 0 0 0 0 0 0 0
'Cl 10llset 3 0 0 I 0 0 0 0 0
. JD~ I IPerm 1 - End 15 15 '1 15 15 15 15 15
!EIIIHold Release 255 255 1 255 255 255 255 255
, 'lET ii IZone'Offset 0 0 'I 0 I 0 I 0 I 0 0
, Coordination - Bank 1 <C+O+C= 1::>
RoWl
':Ilii . I Ped Adiustment
I '~1~ ' I Perm 2 - Start
':l2iJ I Perm 2 - End
I J3rf IPerm 3 - Start
i4f1 Perm 3 - End
. :1'5!i Reservice Time
~ Reservice Phases
:\Sm Pretimed Phases
od9..1 IMax Recall
: I~A'~ IPerm 1 Veh Phase
)lSi IPerm 1 Ped Phase-
; !~C~ IPerm 2 Veh Phase,
"'OJI I Perm 2 Ped Phase
~ @jf ::::';,~:~':~:::
_'1
~- ':8,:- ,lrccr,,:9V1=-:1 '
I
I
-
100
55
o
20
40
55
o
20
40
o
o
o
o
15
255
o
-
-
100
55
o
20
40
55
o
20
40
o
o
o
o
15
255
o
,I
1
'I
,I
1
1
I
I
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
I
II '12345678+12345678 : I. I I
II 12345678 12345678 I 12345678 I 12345678 I '12345678 12345678 I 12345678 I
II 12345678 I 12345678 i 12345678'1 12345678 I 12345678 I 12345678 I 12345678 12345678 1 12345678 I
~ I .i I I I I 1 I
I I I I I I .. ~ I I
II I .i I, I I I I
Ii 1.. I ~ o'-:I~ ----~I' I; -I I I
Coord; nation. Bank 2 <C+O+C=2>
Printed on 11/6/2006 1:55 PM
TIming Sheet Version: 233 RV2 Revision: 71015
-
-
-
-
-
:'Paae3'(Clf B\'
(Coord Extra Bit 1 = Programmed WALK
Time for Syn'c Phases)
I
IPlan 1- Sync 2
IPlan 2 - Sync 2
IPlan!3 - Sync 2
IPlan 4 - Sync 2
IPlan 5 ~Sync I 2
IPlan 6 -'Sync I 2
IPlan 7 -Sync I 2
IPlan 8 - Sync I 2
IPlan 9 - Sync 11 2
INEMA Sync II
INEMA Hold II
I ~
ICoord'Extra II
1 h
Sync Phases
IFree Lag
Planl- LaQ
Plan 2,- Lao
Plan 3 - Lac
Plan 4 ~ lac
Plan 5-- Lao
Plan 6 - Lao
Plan 7 - Lao
Plan 8- Lao
Plan 9 - Lao
IExternal Laa
I
I
I
I
1
Lag Phases
tii'$.";;t(~E1Mi~B' ; RoW
6
6
6
6
6
6
6
6
6
~
~";J
01'
T1C
:2~
L(3~1
:4;
:5!:
L6:1
F\7r'::
t~8J
c:9B
~\!
bB~
/tel
no)
':E~
"F;
<C+O+C=1~ -
!?'4-':k~rt:;-f',",\~Z@
246 8
2468
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 8 8
2 4 6 8
24611
J, 2,4 6 8
II
1
I
I
I
!
-BI'Tran Systems. ,Inc. Sacramento,.'California
-
-
-
-
-
-
-
-
-
- INT-ERSECTION:. GatewavSr. &'Oakdale 51::
;;;
:I:
~i i~~r~~~iIrTr' ~~1:0~~~r
~ 'II Sp'ee, Funct, 4 I 0 OR-4lbl 0
'J!IJ!J. I NANO,3 (a) II 0 OR,5 la) 0
, ~" INANO-3 (b) II, 0 OR,5 !b) 0
~ iIINAND-4 (al II 0 OR,6 !a) 0
~3'J ,I NANO-4 (bl_1 OR,6 jbl I 0
) ffi I I OR-7 (a) 0 F!o 3 O,amond I 0
n9:n I OR-7 (b\ 0 FIH 4 Diamond I~
: 'A'! J I OR-7 (c) 0 ANO-4la) I---L-
'B~ IOR,7Id) 0 AND-4 (b) '---L-
,ell IOR-8Ia) 0 NAND-1 la) '---L-
'-0, I OR,8 (bl ~ NAND,1 lbl_---L-
,',El ! OR,8 (c) ~ NAND-2 la) ~
~'I QR-8 (dl r-o- NANO,2 (b) I 0
-
-
-
-
-
-
-
-
-
-
:Paae 4:(of BY'
~~Tgf~~Tf'g;~~F ~lr~rn~~~-'~f1;~
System Del 5 l~ 0 'Pian'S II;; 0 Sto~ Time dl 82 Free (7-'-VVire) I~ 0 RR-1 51 .'5f,
System Det 6 lbi=' ,Plan 6 II 0 Flash"Sense 'Iii 81 Flash (7-lNirel II 0 RR-2 52 :6~1
; Svstem'Det 7 I 0 ! Plan 7 LL ,Manual Enable ,I ~ Excl. Ped Omit j~ Soec. Event 1 ~ ;J7.~
,System Det 8 10 I Plan 8 I, 0 Man. Advance I. 0 NOT-1 I 0 Spec. Event 2 0 :,;8~:
; Max Inhibit (nemall 0 Plan 9 10 II External Alarm,j 0 ~ NOT-2 _ I 0 External Laq 0 ~9ij[
ForceAcnema) I 0 DELAY-A I 0 :'PhaseBank2 Ir 0 OR-1.{a) I 0 ANO-1 {a) I 0 ";,"A~
'Force B (nema) I 0 'DELAY-B I 0 j, 'Phase Bank 3;1~ OR-1 {b) 1----0- ANO-1 {b)~ 0 ~.B:
C.N.A. (nema) I~ IDELAY-C I--..!..J ,Overlap Set 2 ~I 0 OR-2 (a) i 0 AND-2 {a}~ -L [~C,
Hold'ooma) I-.!!.- OELAY,O I:....!..i Overlap Set 3 I 0 OR,2 (b) IH-- ANO,2 (b) I-.!!.- I DI
Max Recall' 0 .oELAY,E I 0 IDetector Set 2 I 0 OR_3 (a) I 0 ANO,3 (a) I 0 ::El;
Min Recall Ira- DELAY-F iOi ,Detector Set 3 '1, 0 ORc3 ibi I 0 AND,3 ibi I----O-J ,!.MJ
Assignable Inputs ' <C=0+~=126'
ll" ~;.C.&lj:i"rfl~}9L_.-~~'Ul'~'._ "",'"JC,ci14mn.1J\\::',,_~~-:';! ff~f':tTho!uii'_fi~~r~
'l!F'nase ON - 1 0 preemDtFail II OJ ;FJasnero II
I;Phase ON - 2 0 So Evnt Out 1 I! 0 ;flasl1er 1
Phase ON.:. 3 0 Sp Evnt Out 2 I!_ 0 Fast Flasher
JI Phase ON - 4 0 SD Evnt Out 3 II' 0 FiQ,3 Diamond
I Phase ON - 5 0 So Evnt Out 4 :1 i 0 Ffg 4 Diamond
I Phase ON, 6 I 0 So Evnt Out5 '1, 0
.1 Phase ON - 7 '1~.20 Evnt Out 6 I ~
'I Phase ON, 8 I 0 'So Evnt Out 7 I! 0
,-1 Ph. Check -1 I ~ Sp Evnt Out 8 II~
'I Ph, Check, 2 I 0 Ir---
I!,h, Check, 3 0 Oetector Fail II 0
Ph. Check - 4 I 0 'Soec. Funct. 1 II: 0
Ph. Check - 5 0 'Spec. Funct. 2 r 0
Ph, Check - 6 I 0 ,Central Control <'W 0
Ph. Check -7 II 0 'IExcl. Ped OW ql~
'h'Ph;"Check'-8 ~l' 'O"=,,, :'Excl."'Ped WK --Ill" 0-
. Row
,'-
I :i01
IUI!
'I }2.'11
:. j3~
"AI
U5~
'~,61,
~
i "'!s,
j.h....;;.
, ~gll
j :~A'%
::8~
; b;C,~
"'CO '''0'
iDa .~E~
- ::S~<D ~ i\C:,j;
:J ,...
alAi
~2
<'
(l)
?-
f-
-(p
C'>'"
,
-J
~
~ Prinled on 11/612006 1 :55 PM
&:@1'~~'QQ:fiIi.n.IVR~:;~&~,~ '
l?58luRfuJOVZ::_-'~"
'6','''- .
Free ~ 0 NOT-,1
Plan 1 0 OR~1
Plan 2 0 OR-2
Plan 3 III 0 OR-3
Plan 4 0 ANO-1
Plan 5 II 0 AND-2
Plan 6 ILJLi ANO'3
I Plan 7 Ir-o- NOT,2
1 o Plan 8 If+hv-A
-.
II 0 Plan 9 I 0 EV-B
,/I 0 Spec, Funct. 3 II 0 EV-C
;11 0 Spec. Funct. 4 II 0 EV-D
/I 0 NANO-3 II 0 RR-1
,/I 0 NAND-4 II 0 RR-2
-~~:I~ ~.~~ ,g~~~~.~ - -:k~ ~I~~:~;'~~:~~ ~
Assignable Outputs
o
o.
o
o
o
NOT,3
NOT-4
OR-4
OR-5
OR,6
AND-4
NANO-1
, NANO,2 c
Timing Sheet Version; 233 RV2 Revision: 71015
'[1 0 TOO Dun
II 0 TODOut2
I 0 TOO Out 3
ill' 0 TOO Out 4
II, 0 TOO Out 5
'II' 0 TOO Out 6
'I~ TOD Out7
iJl!----O- TOO Out 8
I~ Adv, Warn-1
lira- Adv, Wam- 2
'II 0 OELAY,A
ill; 0 DELAY,B
Ij 0 OELAY,C
I! 0 OELAY-D
,Il~~'.'~ ~~~~:~
<C=O+[:=127>
'iCdlumnfEt""='~'4i 1-'{Z~Column,f~4i.;:rtt
';0 Oial2 (7-Wirel 0
'(I DiaI3\1-VV1ral 0
:iO Offset 1.'(7-l/v'ire) 0
o Offset-2 C7-lh'ire) 0
o Offset. 3 {7-lIVirel 0
II 0 Free (7-Wire) 0
'I 0 Flash (7-VV1re) II 0, .
I~ Preeml?t Ir-OI
I ~I Low Priori!V.A..J~. I
o LowPrioritv""'BIr-o-
o Low Priority CliO
I 0 Low Priority 0 II 0
o II
, 0 II
u ,I,=~;, -~ :~
Bt Tran Syslems"Jnc; Sacramento; California
Ro;j
fOIl
,.,1,
l.2'; .
;':3,1j
~'4:
i;$~:
E6;.:
[7: '
f.:S~ i
1;9:;
t:At
~81
tICj'
,jO,.1
~E"
~F.~
-,-
-
-
-
-
-
-
:INTERSECTION: Gatewav St.:& Oakdale st
Phase I
CO/~;;;:::~ =: . /;,;<;'1~'L':~'~?2)$: ~'tjS~lBJifJ4W&r8ff{'j~}\6,j~;:I~~:r$~1~~~t8~g!
Ped Walk I 0 -y- 0 I 1 I 0 I 7 I 0 ,--.,-
Ped FOW 0 15 0 --1L1 0 I 15 I~
IMin Green 4 1 4 I 4 r 4 1 I~
~ " IType 3 Oisconnect 0 20 0 I 20 i 0 I 20 I 0 I 20
, [" IAdded per Vehicle 0:0 2.0 0.0 I 2.0 I 0.0 I 2,0 I 0,0 I 2,0
r : IVeh'Extension ,'2.0 4.0 2,0 I 2.5 1 2.04.0 I 2,0 I 2,5
" I' IMax Gao II 3.0 6.0 3.0 I 3.0 I 3:0 6,0 I 3,0 3,0
! ';7,f IMin Gao II 0.5 2.0 0.5 I 1,5 '0,5 2.0' 0.5 1.5
~8~ IIMax Lim'it II 20 30 20 I 25 I 20 30' 20 25
19[' . IMax Limit 2 II 30 50 30 I 40 I 30 50 I 30 40
['A~ I lAdY, I Oelay Walk II 0 0 0 I 0 I 0 0 0 0
is' ' IRR Min Ped FOW II 1 1 1 " 1 I 1 1 1 1
ICk' ICond Serv Check II 10 10 10 I 10 I 10 10 10 I, 10
10", IReduce-Eyerv II 1.0 1,0 1.0 1,0 I 1.0 1,0 1,0 I 1,0
, IE,' IYellow Chance II 3.0 4.0 3,0 3.0 I 3,0 4.0 3,0 I 3,0
, ~F~! IRed Clear II 1,0 I 1.0 1.0 1.0 I 1,0 1,0 1,0 I 1,0
I--=-:' Phase Timing M Bank <C=O+F=2>
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-
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1;1:39''1' "'N.';:J:-':'B,,\I"~"11i:l0'>;4
TIming Sheet Version: 233 RV2 Revision: 71015
',.1
0.0 I
0.0
0.0
0.0 I
0,0 I
0.0 I
0.0 I
0.0 I
./" '
'~~ I :::~ ~;~ ,:r:~l 'I' ;~:- Lr~i'iI:~~ ~~l'71~:'i:;i~rl~:CI, : Phase 1 1>7":;~~:i'~:~ ;~:~~~~:1
1211:, IMin Green II, 4 1" 4 I 4 _~_J._lj' 4 'I 4 IPhase 2 0 0 0 0 0.0
~3~ r 'Type 3 Oisconnect:lI, 0 20 I; 0 ,1""'20 ----oT2D1: 0 i 20 IPhase 3 0 0 0 0 0.0
i.!4~!IAddedperVehicle 110,0 2.0,,/,0.012,0 0:0 12,0 I 0,0' 2:0 I Phase 4 0 0 0 0 0.0
k5~ Ilveh ExtenSion II' 2.0 I 4.0 II' 2.0 2:5 2.0 I 4,0 I 2.0 2.5 I Phase 5 0 0 0 0 0.0
J6,1 ,lMax Gao d , 3.0 I. 6.0 Iii 3.0 I 3.0 3.0 I 6.0 I' 3.0 3.0 r IPhase 6 0 0 0 0 0,0
1,.7.. IMin Gay '1110.5 I, 2.0 II:' 0.5 I 1.5 0,5 I 2:0 0.5 1.5 I, IPhase 7 0 0 0 0 0.0
i'llli IMaxLimit ,11',20 130111 20 125 20 130 I 20 2511Phase8 0 0 I 0 0 0.0
I c9~ IMaxLimIT 2 'I' 30 J 50 1'1: 30 I 40 30 I 50 Ii 30 40 ~
"'l] 0 ,'MIAdY, / Oelay Walk II 0 I 0 '1, 0 I 0 0 lor 0 0 Max Initial.............
fi) a . [,Sil IRR Min Ped FOW IIi' 7 1 1 ,I 1 I 1 1! 1 I 1 I 1 Alternate Walk
5 ('J) I :;Cli ICondServ Check II' 10 , 10" 10 I 10 10 I 10 I 1.0" 10 Alternate FDW .............
lD-'JJ', ,Oll' I Reduce Eyerv' 1,"1,Ok1,Ojl-1,0-1-1'0 11,O'!1,0--lc1,O'I-1,0 -I -"Allernati"'nitial ./"
~ ~ lIE,!j\ I Yellow ChanQe ,1~~_~.:.Q_L.!Q_--L~.~.~.l~!_JL.~.~~ ~ Alternate Extension ~
~. :!Y!J IRed Clear 111:0 C 1,0 .r 1.0 1 1.oT {oTT.oTl-:D1 1,0
<Phase Timing - Bank 3 <C=0+F=3> Alternate Timing
~ '
:1.
Iphase 1 '~', .~' , '~'I'~'I
IPhase 2 0 0 I 0 I 0 I
IPhase 3 0 I 0 I 0 I 0 I
IPhase 4 0 I 0 I 0 I 0 I
IPhase 5 0 1 0 0 I 0 I
IPhase 6 I 0 I 0 0 I 0 I
I Phase 7 II 0 I 0 0 I 0 I
IPhase 8 II 0 I 0 0 I 0 I
Max Initial/I
Alternate Walk" /
Alternate FDW .............
Alternate.lnitial ./
Alternate Extension
Alternate Timing
-
TransitionTvM
O,X=Shor'tWay
1:X=Lenglhen
K1t11ruX.4=
Number of
cycles when
lengthing
-
-
-
-
-
-
~ t-'~
,
\: --.l
,
C)
--.l Printed on 11/6/2006 1:55 PM
\.Paoe5 (0(,8\
ITransition TVlJe II 0.3 ~<C/5+1+9>
, TBCTransition
ILaaHold Phases II _ J<C/5+1+A>
Coordinated Lag Hold Phases
ISl{nc Output Time II 0;0' I <C/5+1 +C>
7-Wire Master
Beain Month 0 I <C/5+2+A>
Benin Week 0 I<C/5+2+B>
End Month 0 I<C/5+2+C>
End Week 0 I <C/5+2+D>
Daylight Savings Time
ITime'Before Yellow II 0.0 I<F/l+C+E>
Phase Number 0 <FI1+C+F>
Advance Warning Beacon - Sign 1
ITime Before Yellow II 0.0 I<F/l+D+E>
IPhase Number 0 I<F/1+D+F>
Advance Warning Beacon - Sign 2
I,!.onq Failure II 0.7 I<F/1+0+6>
ISho'rt Failure 0.7 I<F/1'+O+7>
Power Cycle Correction (Defaull = 0,5)
IMin TimeHsecondslll 4 ~<F/1+D+8>
Min Green Before PE Force Off
IMaX Time,(minuteslU, 255 I<F/1+0+9>
Max PreemplT1'me Before Failure
lMin Time (seconds)!1 0 I<F/1+0-tA>
Min Time Between Same Preempts
-I,ow Prinritv--~~. ~~,(Does NolApply To Railroad Preampt)'
1 = Channel A
2'= Channel 8
3 = Channel C
4 = Channel D
ILow Pri. Channel )1 J<El125+C+8>
Disable Low Priority Channel
Bl Tran Sys~ems. Inc, Sacramento, California
-
-00
-Ill
Ill....
::J'Q)-
~::tl
:"!('l)
~
~.
F!-
::t'
\'
-
-
-
-
-
-
INTERSECTION: Gafewav,St. '& Oakdale si.
;u
:J: Column Numbers->
, j,1 Derecro,N,m,
, l!!l& ' I
~',
'lliU::;,1
;~I
,~,l
. ,;~~ II
i~11
JiB!! I
:19!Ji'1
~A1',!1
UBltl
, !fcli'l
jlDI11
II)E~ ,II
',l!'i!F, I
""'" e'O'!l!'r,~".C't;1''''''''I,,",,' ~- "'~<'P''''''''~'','~",d
'-". ~,.. "71.:, jf".. _~.-. .",. ....1)..'__,~ ::"'_:II'li~;JJ;..~>_t"',~_J,'u;iF,..,). ~'3-""'1
C1 Pin
Number- Attributes _ Phase{s) Assi!::::m I
39 ~ 7 'i~- -1i3'-s1
40 45 7 6 '123 8 I
41 45 7 4 ~23
42 45 7 81123 8
43 45 7 2 123 8,
44 45 7 ' 6' 123 8 I
45 I 45 7 4 1 123 I
46 I 45 7 8 1 123 8 1
47 I 67 2 1 123 I
48 I 67 6 I 123 J
49 I 67 4 J 123 I
50 I' 67 8 I 123 I
55 1 45 7 5 I 123 I
56 I 45 7 1 I 123
57 I 45 7 L 7 I 123
58 I 45 7 I 3 I 123-.1
-
-
-
-
-
-
-
-
-
-
-
-
Paoe 6 lo'f.B'
=~'~~nj
--0;0- "0,0 1
0,0 0,0 I
0,0 0.0 I
7.0 0.0 I
0,0 0.0 I
0,0 0.0 I
0,0 0,0 I
0.0 0.0
0.0 0,0 I
0.0 0.0 1
0.0 0.0
0.0 0.0
0,0 0.0
0.0 0.0
0,0 0.0
0.0 0.0
Ped I Phase I Overlap
~'r" ~ ~' t:[~~:II:i1~n'Z~U:';'t ~1~
o 0 I,' 0 01 , , ,0" 0' 1 0 0
o 0 0 0 I '0' 0 d., 0 0
I 0 0 I 0 0 'I '0' 0' II: 0 0
I 0 0 1"0 0 iI 0' 0' 1 0 0
:: ~ 1 ~':; ~ 1 ~: .~; I ~ J ~ ~
Redirect P~ase Outputs <C+0+E=127>
ICabinet Type II 0
Enable Redirection
(Enable Redirection'" 30)
Column Numbers ,-->
Row
~W1'
1111
,j2~l
~~3i
. ':4~
~5!
I :~6tl
'lm~
IWalk
I Don't Walk
IPhase'Green
IPhase Yellow
IPhase Red
IOverlap Green
IOverlap Yellow
IOverlap Red
~ow
,=
r:-at;
'"_,,,:'1:\
: ')2~
'J3~
~t$ '!
, "51
,16U
r!ZAl
I <E/125+D+O>
loutput Port 1
Output Port 2
IOutput Port 3
IOutout Port 4
IOutput Port 5
IOutput Port 6
IOutput Port 7
Pimming
1
I
I _~
II
II
II
II
II
<C+O+E=125>
IMaxOFF (ininutes)II ,20 I<D/0+0+1>
IMaxON6ninutes) 7 I<D/0+0+2>
Detector Failure Monitor
, Row
f 10,
, "1n
, J2J
; ~3h
:[j.;fi
, US:;
~ '"J:6~'
D7~
I ;.'8~t
: ~9~
. ,.:JAV
1'8]
: ~ c~
.:.OJ
",'Et -I
, ,~F.! I
Ii! C~~~in-"; ~- - '-- ~5L '1JI~L:~6r ~Jlqffi0:,'4'l@f.:~.il 1'~'tl%~l!~"
I DetectorName hi Number' I AttiibLill:~ Phase(~)__I----A~~i.9!L..J I Delav lover np-tp.ctnr Attrihlltp.~ ,t,iJ.~Dim
!:'i 59 -, 457 5 123 I 1 0.0 -----0;0 1 "'FullTimeOelay INumberof.Diaits 0
), I, 60 ,I 45 7 1 123 I 0.0 0:0 2'" Ped Call 11 st Oiait 0
.1 61 'I 45 7 7 123 I 0.0 0.0 :: Count 12 ed DtaJt 0
I,i 62 \1 45 7 3 123~ I 0.0 0;0 I 5'" Extension 3 ed Diqit 0
'I 63 'I' 457 2 123'8 I 0.0 0.0 10:Typ.3 4 lh OiQit 0
I 64 I 457 6 123 8 I 0.0 0.0 I 7. C.,,", 15th OiQ'it 0
; I 65 ij 457 4 123 I I 0:0 0.0 i 8 "'Alternate 16th D~h 0
II: 66 1 45 7 8 123 I I 0,0 I 0.0 I 17 th OiQn 0
;1 67 ,I 2. 2 I 123 I ~ Oet_ Assianments 18 th,Olait 0
I' 68 I 2 ~ 6 1 123 I ~ 1 = Del. Set 1 19 th Orqit 0
,I 69 ;1 2 4= 4 1123 I I 0,0 I 0,0 1'.D.tS,,, 110lhDi,qjl " 0
il 70 II 2 81_123 II 0.0 I 0.0 I ::OeI.Set3 111'thO~qlt II 0
II 76 'I 457 2 1 123 81 I 0,0 I 0,0 15. 112 lh OiQil 1,---0-
II 77 J 457 6 1 123 8 I I 0;0 I 0.0 j6"'Failure-MinRec<l1l 113th,Ofait II 0
= -%~-- '78-- 'I 4507 4 I -123' "1"1 - 0;0'--1 -0.0 7'" Fallure- Max Recaft"114'thDiQit "I ~ -0 -I Time IIOt<C/5+C+O>
:11 79 I 45 7 I 81123 II 0.0 ( 0.0 B"'ReportOflFailure 115thOiait II 0 Redial Time (rninutes)
Detector ASSignments <C+O+E=126> <C+Q+D=O> Dial~Back Telephone Number <C+O+C=5>
'"
to=' '"
\
-l
\
~
Printed on 11/612006' 1:55 PM
Pi~Rhl~ A1RrrTlS
l'= Slop T1me
2 = Flash Sense
3 = Keyboard Entry'
4 = Manual Plan
5 '" Police Control
6 "'Extermil Alarm
7 '" Delector.Fllilure
,.
lDDEELALA Yy-,AB 11"":0 .~I ;;;
r gBS
10ELAY'C I 0 {CI
IOELAY,D I 0 'iQ;
IDELAY,E "0 iErt-
10ELAY,F II 0 t)FI;
Pelay Lagle Times
<C+Q+O=O> (seconds)
'Omit Alarm [1- __ J<Cf5+F+O>
Disable Alarm Reporting
Timing Sheet Version: 233 RV2 Revision: 71015
81 TranSystems, Inc, Sacramento, California
-
-
-
-
-
-
-
'INTERSECiioN: Gatewa" St. 8. Oakdale St
;0
~i~ime : ~ Lffi~tDClYOfWeekl
',.' .:p, "" I 00: 00 E ~A I 1234567 1
',],@,r 00:00 0 AI]
: ,!2J r" 00,00 0 A I I
~iOO.OO..!..A I
~ 00'00 IDA
!!J, 1 100:00 'm A I
:&!! 100:0010 AI
,'N I 00: 00 IDA I
~ 100:00 I 01 Ad
I ;-.;9E I 00: 00 lOA I
','A'i 100:00 10AI
'1;81 100:00 10AI
f'O,1 I 00: 00 10 A I
',,01 I 00: 00 10 A I
'rEI' 00:00 10AI
, ;I"J 100'00 10AI
- TOO Coordination <C+Q+9=O.1>
(Bank 1)
.~I O~i~;O 1~ I~.. oaYOfWeekj
!",1M 00 : 00 DO!
,121 00:00 0 0 I j
.(~3! 00:00 0 0 I
''f4~ I 00: 00 DO!
~5j I 00,00 0 I 0 I
i "j'6t 100-:00 I 0 I 0.11
';j7,~ I 00: 00 I 0 I 0 ,
[t81 100:00 10 loll
!i9!1 I 00: 00 I.J!... =H'
"tl 0 ji\f, I 00: 00 I.J!... 0 I
- III "BIc I 00: 00 I 0 0
~ S' 1;01 00: 00 10 0 'I
~~ ;0;1 OO:oololoi
~~ l~:,~~~' ,~~ ~~~. :+H1:
<" TOO Coordination <C+O+9=O.2>
to (Bank 2)
l.
~
~
->~
6
--l.
Printed on 11/6/2006 1 :55 PM'
-
-
I'~I
. '~hliOasesiBi'is
2 6
f-
f-
Time r:rl Day of Week
07,00 81---
18: 00 8 I 1
00:000
00 :00 0
00 :00 0
00:00 011
00:00 011
00:00011
00:001 OIL
00 ,00 1011
00:001011
00:001011
00:001011
00:001011
00 : 001 0 'I'
00:00101
TOO Funct!on <C+Q+7=1> <C+O+E=27>
T
c
. Time If Day:ot Week-
: 00:00 a-
DO': 00 0
00:000
,00:00 0
,00:00 0
00: 00 0
00,00 0
00: 00 0
00 :00 0
00 :00 0
00:00 --.!...,_
100:0010!
I 00: 00 10 I
I 00: 00 10 I
I 00: 00 I~I
I 00-:'001.:!.t::-- '.'
Holiday <C+O+7=2>
TOO Function
I
I
I
f-
~,"'C'JlIiiiiili:,,",
'PhasesfBJts
------
I
I
I
I
f-
I
~- ~
<C+O+E=28>
-
-
-
I ! I ~: I~' Holiday Typel
roo 00 a '---',
1000001 I
iooooo! I
1000001
100000i-
10010010i _
00 00 I 0 r----
0000101
00 00 I '0 C=,_
~! ~
~!
10010010!
10010010!
10010010! _
I 00 I 00 10 c=::::--
10010010.1
Holiday Dates <C+0+8=1,1>
(Bank 1)
111 j ~ I
~ _~_,I H~~~ Type
1000001
I 00 00 0 I,
1000001
1000001
I 00 00 0
00 00 0 II
000001-
...QQ.....QQ....!..I
...QQ.....QQ....!..I
...QQ.....QQ....!..I
..!Q....!Q......Q...'!
...QQ.....QQ....!..I
...QQ.. 00 0 I
...QQ.. 00 0 I
-OO~ '00 0 I ~
Holiday- Dates <;C+Ot8=1.2>
(Bank'2)
Timing Sheet Version: 233 RV2 'Revision; 71015
-
-
-
Time I ~ .! J Holiday Type
~~ :~~ : :1----
00:0000
00 : 00 0 01
00:00001
00:001001
OO:OOlmo
00:00100
00:00100
00:00100-
00:0010101
00:0010101
00 : 00 10T0l1
00:0001011
00:0001011
00:0001011 I
Holiday Events <C+O+9=1.1>
(Bimk1)
'--_TIrve ~'~ l Holiday Type
100:00"'0"'0
100:0000
100:0000
100:0000
100:00 0 0
100:00 0 0
100:00010
100:000101
I 00 :00 .0 I 0 I'
I 00: 00 10T0l1
100:00 Imo I
100:001001
, 00: 00 I 0 0 I
100:00101011
I 00 :00_ 10T0l1
00 :00 I 0 I 0 II _
Holiday Events <C+O+9;::1.2>
(Bank 2)
-
-
-
-
paoe 7;of'Bj
I
~
o~
1 = Red Lock
2 = Yellow Lock
3=VehMll'!Recall
4 "'Ped Recall
5'
6 = Rest In Walk
7= Red Rest
8 = Double Entry
9=Veh Max ReCall
A'" Veh Soft Recall
B = Maximum 2,
C = Conditional Service
D '" Free Lag p'hases
E '" Bii ,1 - Local Override
Bit 4 - Disable Detector
OFF Monitor
Bit 7- DelectorCoun!
Monitor
Bit 8 - Real Time Split
Monitor
PI>'InS..!F.r'
1 thru 9= Coordination
Plan 11hru9
14orE= Free
15orF=Flash
OffselSelect
A=OffsetA
B=OffselB
C =OffselC
Mnnlh Rp.I,,'i
1 = January
2= February
3= March
4=April
5= May
6=June
7 = July
B=August
9= September
A "October
B = November
BJ'Tran Systems,.lnc,' Sacramento,California
-
-
-
-
-
-
-
-
-
-
-
-
-
-
INTERseCTIClN: Gatew3'II St. &'Oaltdale St.
;iJ-
I
-<
@'w ; :;:~lt~~;S~t~lf~~;~ ~;&{:::c;~1~;~~~~~~ ~~~~~~~:~~r'~;~i~~~\~~"~:;::I~~~-~;:~ f~~~J ~:~~~~'~~~~;~;l'
~I: -~- . ---
,'I 0
t ~ I 0
~ I 0
nil 0
1\iJ!;L 0
~7I. \ I 0
'I ~8' II 0
19]" ---' 0
lA~I' _ 0
1 :&B~ 0
- -
~<c~ i 0
, ~~U- ~
!lli!111 0
I
,I
I
;1
:1
:1
it
ij
+
I
Special Event Schedule - Table 1
<C+Q+E=27>
, ,ROW: r'"B~~;'>'" 1~~~~11 '0 ~~~8~;~~~.w~~.!l:'';(~':~~:'AI p For~~- ,
J'O~~ 1 L - -'~O' -,-====:=, 1: - - --
1 ;;-1~~: I 0 I
! }2i! ,il 0 1
':t3:l:' I 0 ~;r
I !~~ ,1 0 ,I
~;,~i;~ ~ +
",Jd 0 I I
"OO:~::ir I-~ : :
mmlJ'A~1 101 I
J ti 'IBIII 1 0 1 1
~ ~ JC~ I 1 0 1 1
Q) "'-
;"1 ro ,0> 'I 1 0 1 :1 +
~i_:Ell 1 1 0 1 :1 .
<',oFj 1 1 0 I --U- .....L
(1) -Special Event Schedule -. Table 2
?-
- ~_.i""JC["'--__:;I'~,?');~*":t,V>:~.L~~it~~~ rif~~F.'D~~
VehiCleCal,!:J Permit Phases Ped o~~ ~~
t
+
I
I
I
I
'I
i
I
I
I 1
I --4--.
<C+O+E=28>
:e
:'-J
,
-rn
--loo
,
C)
---l
Printed on 1"116/2006 1 :55 PM
-
-
-
-
-
Paoe:8:;(of,B)
Notes:
1
1
~
L.....Q....-.J<E/27+5+F>
Limited Service Interval
Notes:
~
1
"~
L.....Q....-.J <E/28+5+F>
Limited Service Interval
Timing Sheet Version: 233 RV2 Revision:]1015
BI Tran System~', Inc, Sacramento, California
-
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~:::J~" ~'
Gl~
:"'!Q)
2
;;:'
(\)
R-
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~
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,
--l
,
C>
--...\
-
-
-
-
-
-
-
:AJ
I
-<
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~
W
'0
o
"
!".
0'
~
m
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<0
S'
'"
~
S'
<0
~INTERSECTfONi Gatew8V St:& South Driyewav
. ~roup AS~ignmenl: ~O~E
Field Master Assignment: NONE
System Reference Number: 56
Chance
Chanqe.Record
_~_~~_l_Q~Ei!_ Cha_~llL-_
I
E1L Oate I
- i
I
I
I
I
I
IOraD Number 1 <C/O+Q+Q>
IZoneNumber 1 <C/O+O+1>
IArea Number 1 <C/O+O+2>
IArea Address 54 <CfO+O+3>
IQuicNet Channel II D1GI12: J(QuiCNet)
Communication Addresses
IManual Plan
I Ma.nual Offset
Manual Selection
Row
=
, O~
(',1;'
i.2~
\_~3~
C42i
:_5,
y,,61
:,71
L8'i
;9(~
CAli
bBl1
tCli
eD~
,Ei
~
Column Numbe~ --> ~~a'W il1l-W!Y':~~wJ L -'~~~;;';"rl';-- , ,]6~ Jr!,"m10~lr~,~a~
PhaseName:;-> 1,_ _____L. il __ :J'___::1
Ped Walk - r 0 7 0 5 1 0 7 II 0 0
Ped FDW '0 12 0 18 0 I 19 ,'" 0 0
IMin Green 5 10 0 5 5 I, 10 ,', 0 5
ITvp"e 3 Disconnect' 0 0 0 0 0 tOO 0
IAdded per Vehicle 0.0 3.0 0.0 2.0 0.0 I 3.0 0.0 0.0
Veh 8ctension 2.0 3,0 0,0 2.0.J 2.0 I 3.0 ' 0,0 2.0
IMax Gap 2.0 3,0 0,0 2.0 2.0 I 3.0 0.0 2.0
Min GaD 2.0 3.0 0,0 2.0 'I 2.0 i 3.0 0,0 2.0
Max Limrt 10 25 0 20 'I 10 I 25 0 5
IMaxLimil2 10 30 0 30 30 30 0 5
IAdv, I Oelav Walk 0 0 0 0 0 0 0 0
IRR Min Ped FDW 0 7 0 7 0 7 0 7
:~~~~,;e;,,;~eCk I 000 O~O O~OO~OO~O' O~O" O~O u O~O
I Yellow ChanQe I 4.0 4,0 0.0 4.0 I 4.0 . 4,0, 0.0 4,0
IRed Clear I 0,0 _ 0.0 0.0 I 0.0 ' 0.0 I 0,0 'I 0.0 0,0 I
Phase Timing - E3ank 1 ' <C+l'F=1>
CD
<0
-
-
-
-
NJ?'Street;~P.me:
EM! Street'Name:
Notes'
M;mualPlan
o = Automatic <
]-9 = Plan '-9
14'" Free
15 = Flash
ManualOffseJ
Q=Automatic
1 = QffsetA
2 = OffsetS
3 =OffsetC
I <C/O+A+1>
<C/O+B+1 >
I
IPhase 1 0
I Phase 2 20
IPhase 3 0 ,
IPhase 4 20
IPhase 5 0
IPhase 6~ 20
IPhase 7 0
IPhase 8 II 0
IFlash Start II ,0
I Red Revert 5.0
IAII Red Start 0,0
Start I Revert Times
11f,~!I"'Jl."~~~I~C,,';WiJlml
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Max Initial ~
Alternate Walk ~
Altemate FOW ~
.,....,.~'Alternatelnitial /"
Alternate Extension ~
o
o
o
o
o
o
o
o
AlternateTiming <C+O+F=l>
Printed on 1116/2006f:56PM
Timing Sheet Ve"rsion: 233 RV2 Revision: 71015
-
-
I<F/1+0+E)>
<FJl +O+F:>
<Ff1 +C+O>
1;;:c-ew!.J
0.0
0,0
0,0
0,0
0,0
0,0
0,0
0.0
RR-1 Delav 0
RR-1 Clear 10
EV-A Delav 0
EV-A Clear 10
lEV,S Oelav 0
lEV,S Clear 10
IEV,C Delay 0
IEV,C Clear 10
IEV,O Delay 0
I EV,D Clear 10
I RR~2 Delav 0
IRR'2 Clear 0
IView EV Delay
IView EV Clear' - - -
IView RR'Delay
'View RR Clear
Preempt Timing
-
-
-
-
-
tPaCle.~1 {o{R
Last Database:Change: 1/1512003.t5:49 ..
Exclusive Walk II OI<F/1+0+0>
Exclusive FDW 0 ~<::FI1 +0+1 >
All Red Clear 0.0 ~<FI1+0+2>
Exclusive Ped Phase
(Outputs specified in Assignable
Outputs at E/127+A+E & F)
Row l,
IPermit 12 456 8 I : :10" '
IRed Lock __I 0'1,\
:~~~O;:~~k ,=~~_.=:-811 ~~~ ,
IPed Recall ~~; I
IView Set Peds 2_4 6 J'5!; ~
IRest In Walk }6[ \
I Red Rest I :'l!T/Y ,J,
IDual Entry i ; :581- l
IMax Recail .......J . t19f I
I Soft Recall I 1~A':
IMax 2 I JBf I
ICond. Service I "','C;,'
'IManCntrl'Calls' 11-, ~ ~- ::iO'
IYellow Start _2_6 I :1.E'~
'First Phases 4 , "i1F.D '
Phase Funct ons<C+0+F=1>-'
BITran Systems. Inc. Sacramento, California
-
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:J'X]
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\
~
~
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-
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-
-
-
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iINTERSECTlON: GatewavSf'& $ouJ:h Drlvewa'l,
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L7e::
[8;
f9.
fA,;
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fOii ,
~ E~
- F~
-
-
-
. I ..Overlap_... ," '", - ~
Co'umnNumo.,- _> r,"~i:>ih'-1.lI~","~-;..~~,-r4r':;'~"rY'-~"~"'';;I~'"'-''''2~'A1''' ~ ~ '-'''''','.5'''''''--'''' Ih'- ,'c6~"- """'Ill!'"- '--,""'";j;-:'-' ,:';'1l,1:!-.,ti~'7A
. """~ 'fi.(,_~.1.;::I-"'!/l"="'._i",~~"",~~.,~..,~,,,,",,,,,~;j_~!l\'<''''''''_L. "'_" ......._ ....... ',.....:;_ _.......c. I.:!:__dl!.~,~.._~~ ... "'"""'"....
f- Overlap Nifme->I ~I ~ ._-~ ..- - .
Load SWitCh, NUrriber-I-o- -- 0 -----0'1 0 -------0---- 0 0 ".". 0 I
IVeh'Set 1 . Phases
IVeh:Set 2 - Phases 1-
IVeh Set 3 - Phases t
INeQ Veh Phases I~
Nea Ped Phases I
Green-Omit Phases I
Green Clear Omit Phs. C
I
I
I
I
I
lGreen-Clear
]YellowChanQe
I Red Clear
-
-
0.0 0,0 0.0 0,0 0,0 0,0 0.0 0,0
0.0 0.0 0,0 0.0 0,0 0,0 0.0 0.0
0.0 0,0 0.0 J 0.0 0.0 0,0 0.0 0.0
Overlap A ,signments <C+O+E=29>
p'"w
=-
-~OJ:
~-~1\';
1.2:
r 3--
14l
, 5~
'~6J
,-.;,7J
tS--
L9~
~A,
l811
~Cl
loa
IE:
...i.:
Column Numbers':'-"
""",'~""",",l
"""_.o'~~""'"
I
IEx1. Permit 1. Phases
I Exf Permit 2 Phases,
~xdusive Ped Assian
[Preempt Non-Lock
[Pedfar 2P Outout
IPed for 6P Output
I Ped for 4P Output
I Ped for 8P Output
IYellow.Flash Phases
ILowPrior~tv A Phases
I Low Prior~tv B Phases
I Low Priority C Phases
I Low prior(ty D Phases
I Restricte-d :Phases=~~~~
IExtra 2 Con59 SRS
Configuration
IExelusive Phases
I RR-1 Clear Phases
lRR-2 Clear Phases
IRR.;.2 Limited Service
IProt I Perm Phases
. I Flash to PE Circuits I
I Flash En~f't Phases I
JDisable Yellow RanQe I
IDisabte Ovp. Vel Ranae 1
IOverlap Yellow Flash I
IEV-A Phases 2 5 1
EV-B Phases 4 I
EV-CPhases 1 6 ~
~ ~~~-~~:~fi~Q"Bits -- 1 3'5 810
lie Select (Interconnect) II 2 J
Configuration <C+O+E=125:>
1
5
'"
'"
Printeaon 11/6/2006 1:56'PM
~~r4~1Ftm:~J':~1
2
Fast Green Flash Phase
Green Flash Phases
Flashing Walk Phases
Guaranteed Passaoe
ISimultaneous GaD Term I
ISeauential,Timin...Q ,1
IAdvance Walk Phases
IDelav Walk Pha.ses
I External Recall
Start-uD Overlap Green
IMaxExtension
I Inhibit Ped. Reservice
ISemi-Actuated
Start-uD Overla.~-.yellow
Start-uD" Vehide'CaJls.
Start~p Ped Calls
Specials
6
4
8
4
<C+O+E=125:>
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
FYlrR1 FIRo,s
1 =TBCType 1
2= NEMA Ex!; Coord
3=AiltciDaylightSallings
4 = EV Advance
5= Extended Status
6= International'ped
7 = Flash - Clear Outputs
.8= Split Ring
FYlrnZFIRn.~
1 =AV'JBDuring Initial
2=lMU Installed
3 '" Disable Min Walk
4 ., QwicNetl4 System
5 =lgnoreP/PonEV
6'
7 = Reserved
'8=
tj,,'rfAftE;,,~;'i~~:~
,
I
1 =EVA
2=EVB
3=EVC
4=-EVD
12 4568
If: ~f!If!rlFI,.ns
1-
2=Moctem
3 "'7-Vvlre Slave
4 =- Flash I Free
5=
6=- Simplex Master
_ .7.=-7-'NireMaster
1-12-456"8'
-
Flash 10 PE &
PF Nnn_1 nrJc
5"'RR 1
6=-RR2
7'" SE 1
8=SE2
<C+O+F=2:>
D-^"~,,'l............,.~
-
-
-
-
~~j
I 0
I 0
I 0
I 0
I --.
II 0
ISE'2 I 0
Preempt
, Priority
<C+O-i-E=125>
( . RRc H5 always Highest, and
RR.2 is second Highest)
I EV'A
lEV'S
IEV,C
IEV,D
IRR'1 .'
IRR,2'
ISE,,1
!:~::: ~ I~';'.f~
IPhase.3 ~I
IPhase4 5
IPhase 5 5
IPhase,6 5
IPhase 7 5
IPhase8 5
Coordination
Transition
Minimums
<C+O+C=5>
Paoe 2 '(orS)
Row
~O:ll
r,1i!i
iJ2
iH'J'
~~
r:s: '
~6!1
t-7f,'
~
~9~1)
f!Alf,
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1~:3~; :
;[4'j
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116,
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BJ.Tran-s..vstems;fnc, Sacramento, California
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j<D
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Ro~
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; ~3!
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. 1':F,~ .
N
---i
\
Q)
--..\
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
'4jj
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-;
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1NTERSECTiO,.j, G.i'tBwav si & South DrivBwav Paoe :f(of,'B)
Plan J (Coord Extra Bit 1 " Programmed WALK
Column Number.; -> ;t;~.Y:P:l;:"~~'~t'~\:"2':lJ;:2~I--"~ -c:3l.'; -'--]~--r, '-4-~T"-~""'A''6i "'I '7= r" i8""''''' "'.9 Time for Sync Phases)
_ _ .'" .'<:.-""-'''-' _'_ ,..... . __'_.~'2. ___. __ _n _ .' . L'<' ': "i-,%; -. ,_,,;, .~" l.,;>.;;'i..A' ,,;~1 ~ ~. L _J ~ "-=_. __.~~ 2._
I Plan Name --> I I I -).Q)j\\~E.:1?~i;~( Row
IC~I;Le~<Jth-~~ IT 100, 1 100 " 100 I 100- 100 I 100 I 100 100 I "',Q;1
Phase 1 ' ForceOff 55 551 55 I 55 55 55 I 55 55 55' IPlan 1 - Sync 2 6 '(;111
Phase2 - ForceOff 0 0 I 0 ! 0 0 0 0 1 0 1 0 I [Plan 2 - Sync. 2 6 ~':2;;i
Phase 3 ' ForceOff I 20 20 I 20 1 20 20 20 I 20 1 20 1 20 IPlan 3- Sync I 2 6 t.3;
Phase.4 - ForceOff I 40 40 40 I 40 40 40 40 I 40 I 40 I IPlan 4 ~ Sync I 2 6 <4;
Phase 5 -.ForceOff 55 55 5S I 55 55 55 55 55 55' IPlan 5, Svru:- n 6 r51
Phase 6 - ForceOff 0 0 0 I 0 0 0 I' 0 I, 0 Ii 0 I IPlan 6. Sync I 2 6 i'6i
I Phase 7 .;. ForceOff 20 20 20 I 20 20 20 I 20 I 20 I' 20 IPlan 7 - Sync I 2 6 kj7'::
I Phase 8 - ForceOff 40 40 40 1 40 40 40 1 40 I, 40 1 40 IPlan 8 - Syric .1 2 6 1:83
I Rina Offset 0 0 0 I 0 0 0 I 0 I 0 1 0 IPlan 9. Sync I 2 6 F9~
IOffset 1 0 0 0 I 0 0 0 I 0 I 0 I' 0 INEMASync I'A~
Offset 2 0 0 0 1 0 0 0 " 0 1 0 1 0 INEMA Hold ME
Offset 3 0 0 0 1 0 0 0 0 I 0 I 0 I ~18,i
Perm 1- End 15 15 15 I 15 15 15 15 15 15 I ~
Hold Release 255 255 255 I 255 255 255 255 255 I 255 ICoord Extra lEi
Zone Offset 0 0 0 0 I 0 I 0 0 0 0 , :'.f3
Coordination - Bank 1 <C+O+C=1 > Sync Phases <c+o+c=' >
w
l
; ,!!I,~
1
,
:t
~
, "
, .
I k,i J:
~81'
, '1.9fJ
P'M
2B~
. ,~C~i
~ --D~
; ",E~
l:F.t
I Ped Adjustment
IPenn 2 ' Start
Perm 2 -,End
Penn,3 - Start
Perm 3 - End
Reserviee Time
Reservice Phases
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 ,0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
OO~FfFA:~;~ ~]
J7Q~
111tI
L2,
~3;;
00
~5tl
f.6'i
L7L'
[8"
1'9', '
UL
~
i!CJ
liD, '
I liE',
I~ ~"II~""~' r:F.= ,-
Lag Phases <C+O+C= > -
12345678 12345678
12345678 12345678
12345678 12345678
12345678 12345678
IFree Laq
Plan 1 - LaQ
Plan 2 - Lao
Plan 3 - Lao
E.!an 4 - Lao
Plan 5 - Lao
IPlan 6 - LaQ
IPlan 7 - Lao
)Plan,a - Lao
Plan 9 - Lao
External LaQ
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
2 4 6 8
o
o
o
o
o
o
Pretimed, Phases
Max Recall
Perm 1 Veh Phase
I Perm 1 Ped Phase
I Perm 2 Veh,Phase
IPerm 2 Ped:Phase
IPerm3 Veh Phase
I Perm' 3'Ped'Phase'
12345678 !
12345678 J
1
i
+
12345678
12345678
12345678
12345678
I
I
I
I~I
Coordination - Bank '2
12345678
12345678
I 12345678
12345678
I
I
I
~
'-,C -
I
I
'-' -' ~,(' 'I
<C+O+C=2>
I
-l~
~
Printed on 1116!2006' 1:56PM
BI Tran Systems; Inc," Sacramento;' California
Timing Sheet Version: 233 RV2 Revision: 71015
-
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2
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-
-
-
-
-
INTERSECTION: GatewavSt. & South.Drivew811
;0
I
i .,,",W : J _ ~~ ~:' nColumn:9~
1 ~ it I Spec Funct 1
j - 0 I Spec Funct 2
: '4 I SDec Funct 3
I ~=3~ I Sp'ec Funet 4
~ I NANO-3 (al
"ii I NANO-3 (b)
'1&1j II NANO-4 (a)
'l! ,I NANO-4 (bl
"'8~ I OR,? (aJ
"9; I OR-? (b)
, .A1 OR,] (c)
~.Bl OR,] (d)
,-
kel! OR~8 (a)
'01 OR-8 (bi
, ~EJ OR,8 (c)
,rE,! II ORc8 (dl
II
II
II
,
":~ tt~~~!fZ\eo'urnnlA'L:'~~
o , 'NOT'3 'I 0,
o NOT-4 I '0:
o ,oR.4 (a) I 0
00R,4 (b) II, 0
o OR-S (a) II 0
o ! OR-S (bl II 0
,0 OR,6 (a) :.11 0
o OR-B (bi 'II 0
o Fiq 3 Diamond' 0
o ,FiR 4 Diamond :11 0
o ANO-4 (al :11 0
o AND-4(b) ,II 0
o NAND,1 (a) I' 0
o NANO-1 (b) ,I 0
o NAND,2 (a) 'L 0
o 'NAND-2 (bl : I 0
-
-
-
-
-
-
-
-
~
-
-
-
'<,\, _CdlumtliB~Ikk~~S
Max 2 I 0
System Det 1 0
System Det 2 0
SvstemDet3 0
Svstem'Det 4 0
Sv&emDet5 0
Sv&emDet6 0
System Det 7 0
SvstemDet 8 0
Max,lnhibitCnemal 0
Force A (nema\ II 0
Force B (nemJilI II 0
C.N.A. (nema) 11 0
Hold (nema) II 0
Max Recall II 0
. Min Recall II 0
b:iS~~GcdUmn:~C'~:~l'"J.i::;:::;:!
Pretimed- I 0
Plan 1 0
Plan 2 0
Plan 3 0
PlanA 0
Plan 5 0
Plan 6 0
Plan 7 0
Plan 8 0
Plan 9 0
DELAY,A 0
DELAY-B ,0
DELAY-C 0
DELAY,D 0
DELAY,E 0
DELAY-F 0
Assignable Inputs
-
Paoe 4Jfcih3\
~rT ~1'~r' fr~~[TI
Set Clock' 0 Offset 3 (7-VVirel ! 0 EV-D I~ 74 I
Sto~ Time. 82 Free (7-Wrel 0 RR.1 ) I 51
Flash Sense 81 Flash (7-\fv'irel 0 RR~2 II 52
Manual Enable 0 Excl.PedOmit 0 Soec. Event 1 II' 0
Man, Advance 0 NOT -1 0 Spec. Event 2 III 0
External Alarm 0 NOT.:.2 0 External Laa Iii 0
Phase Bank 2 0 OR,1 (al I 0 AND-l(a) ,II' 0
Phase Bank 3 0 OR,1 (bl I 0 AND-l (bill 0
OVenaD Sel2 0 OR,21al I 0 ANO,2 (a) '11 0
OVenaD Sel3 0 OR-2 (b) II 0 ANO-2 (b) I 0
~ Delector Sel2 ' 0 OR,3 (a) II 0 ANO-3 (a) II 0
. Detector Set 3 0 OR-3 (b) 0 AND':'3 (b) III 0 I:
<C=O+I:;.=126>
Row
:tLO~
t;tJ
1,;2~' ,
13
t"4'~ :
:5:
r'"60
~7t! .
8l
~9)'
!fA'~
j1B'~
~C~
!'DJ
IE: '
J F.J ~
Row tm-a~.~<C01Ul'nrrgf;;@9~'a[rJti1-~~NCOIIillRn~A'l~WJ.11~:I; ~ '~;C6Iurnrt~BJ?:"::_':::~, e~Coli.imn\C;;"'-:~ZI,::-L"~]Coli:imn!Olt:-=- ;;-, ;f)';i;e';-~~Cohjriln:f;r.:'". .~~-r'~"~::~Cb'lumn:ff:r:-+~~~? ~2wl
~ 'Phase ON - 1 TODOut~' Diar2 l'7-'Wrel
)O,\l 0 Preeml:?t Fail 0 Flasher 0 I 0 free 0 NOT-1 II 0 I 0 rO',l
..i,1V,; Phase ON .:; 2 0 So Evnt Out 1 0 Flasher 1 I 0 Plan 1 0 OR,1 , 0 TOD Out 2 J.O Diaf3f7-lNirel 0 i-11;
t}2~ Phase ON - 3 0 So Evnt Oul 2 0 Fast Flasher I 0 :Plan2 0 OR.2 I' 0 TOO Out 3 :1 0 Offset 1 (7-\r\Iire) 0 u:
',311 Phase ON - 4 0 So Evnt Out 3 0 Fip 3 Diamond 0 , Plan'3 0 OR.3 I' 0 TOOOut4 0 Offset 2 (7~'Nire) 0 /l'3:: '
: (~ I Phase ON - 5 0 So Evnt Out 4 0 Fie 4 Diamond II 0 Plan 4 0 AND-1 I, 0 TOD Out 5 U 0 Offset'3 (7-W/l"e) 0 !::4
. ~5!i I Phase ON - 6 0 So Evnt Out 5 0 II Pian'S 0 AND-2 'III 0 TOD Out 6 II 0 FreeC7-\r\Iirel 0 oS:'
, ;J6-~ I Phase ON - 7 0 S'p Evnt OiJt 6 0 II Plan:6 0 AND-3 II 0 I'TOD Out? I 0 Flash (7-Wre) 0 :L6L j
: n7JJ. I Phase ON - 8 0 So Evnt Out 7 0 II Plan7 0 NOT-2 0 !TOO Out 8 I 0 Preeml?t 0 #C7i, !
~ ~8I' I Ph, Check - 1 0 So Evnt Out a 0 NOT-3 II 0 Plana 0 EV-A r 0 Adv. Warn -1 I 0 Low Priori.ty A 0 ,8'
. qgJi: I Ph, Check, 2 ,0 I NOT-4 ,II 0 Plan 9 0 EV-B "II' 0 Adv. Warn ~ 2 0 ' Low Priority B 0 t,gij}
,~ I Ph, Check - 3 0 Detector Fail 0 10R-4 ill 0 Soec. Funct. 3 0 EV-C 0 DELAY-A 0 Low Prioritv C ~A1 ~
:-'At 0
. :jB~ I Ph, Check - 4 0 Soec. Funct. 1 0 10R-S II 0 Spec. Funct. 4 0 EV-D , 0 DELAY,B 0 !'LOWPrioritv D 0 ~B;l
i I Ph. Check - 5 0 Soec. Funcl. 2 0 IOR-6 II 0 NANO-3 0 RR,1 'I 0 OELAY-C 0 , ~Cl "
I Ph, Check - 6 0 Central Control 0 IANO-4 II 0 NANO-4 0 RR,2 0 DELAY.O 0 i1D~'
::E! I Ph, Check, ? 0 Exd. Ped OW 0 INANO,1 II 0 OR,? 0 Spec. Evenl1 I 0 OELAY,E 0 ~Ej
, ~ 1F.~ I Ph, Check - 8 0 Exd. Ped WK 0 I NANO,2 II 0 OR-8 II 0 Soec. Eve-ilt 2 I, 0 .OELAY,F 0 1ilfiJ :
'Assignable Outputs - <C=0+E;:=127>
~
.;
~
--l
~
OJ
"
Printed on 11/6/2006 1:56 PM
Timing Sheet Version: 233 RV2 Revision: 71015
Bf Tran Syslems, Inc, Sacramento, California
-
"tlO
-Ill
Ill_
::3(1)
5~
-om
.'2
:C'
?~
'Y
.....1
6
~
-
-
-
-
-
INTERSECTiON: Gatewa</ St & South Drivewav
;0
I
-j Phase-
n3 Column Numbers ->~';;;'1:f'J{.!: ~'\a#!1I@~~3r::;_: $?::4r~;.: !Z;~SE~'
j' :i;; : I Phase Names_>
lli!, ::~ ~;~ ~o --;5- ~ 175 .~'
~ I Min Green _ 4 7 4 4 4
~_ T'(oe 3 Disconnect 0 20 0 20 0
,~ Added ~er Vehicle I 0.0 2.0 0.0 2.0 0.0
I ),~f ! IVeh Extension 2.0 4;0 2.0 2.5 2.0
, ~ ! IMax Gap 3,0 6,0 3,0 3,0 3,0
);7., IIMin Gay 0,5 '2,0 0,5 1,5 0,5
'_~8r : I Max Limit 20 30 20 25 20
_ :i9r: I Max limit 2 I 30 50 30 40 30
, 1A' ' IAdv, / Delav Walk II 0 0 0 0 0
}B1 , I RR Min Ped FDW II 7 7 7 7 7
, iC: j ICond Serv Check ~ 10 10 10, 10 10
:~O!: I Reduce Everv II 1.0 1.0 1.0 1.0 1.0
',Er ' {Vellow Chanae II 3.0 4.0 3.0 3.0 3.0
JFt r IRed Clear II 1,0 I 1.0 I 1,0 11,0 I 1.0 I
Phase Timing - Bank,2
\'- .
" "ow '\'''-1'
; :JOi IPed Walk I I .(1
I ,'11,1 [Ped FOW II '0
; 12~~ IMinGreen : III 4
1131 ITvpe 3 Disconnect'!I' 0
i i4~ , IAdded per Vehicle II 0,0
( ;l5~ _~ IVeh Extension qr 2.0
. !J6f -~ IMax Gao llh 3.0
, ":I71i '1lMin GaD. II 0.5
,j8}rl lMax Limit II. 20
U91' IMax Limit 2 II 30
" !IM "IAdv, / Delay Walk II 0
. ;!BI ,IJRR Min Ped FOW II 7
: C~C&, i,', Cond Serv Check III 10
. ;JDil ,- .ReduceEverv 11'1.0
. fjEiJ ! IYellow ChanQe jl, 3.0
~llRed Clear : 1.0
CD
w
Printed on 11/6/2006 1:56 PM
-
-
:;~6@";h7N;I':"lt,1t1
''''- 0 7 I
15 0 15 I
7 441
20 0 20 I
2.0 0.0 2,0 I
4,0 2.0 2,5 I
6,0 3,0 3,0 I
2.0 0,5 1.5 I
3020251
50 30 401
000
777
10 10 10
1.0 1,0 1,0
4.0 3,0 3,0
1,0 1,0 I 1,0 f
<C=O+F=2=>
, -'2.\~lt'~";1i:" l:l<l'\uri>!'>"fu!?...t!~;'''''-~'$;'~:.0!~-~~-73a -~t[-,Q~'~!
_. ,__: p."",q""" .__.,',...._,;.<t A,,,"'V....", _,'_,'""'V,.",,., ,,,~.,, ..:,;;;_ 'h'''_''''';-'".
7070707
15' 0 15 0 15 0 15
7 I' 4 4 4 7
201020020
2.0 I, 0,0 2.0 0.0 2.0
4,0 2.0 2,5 2.0 4,0
6.0 : 3.0 3.0 3.0 6.0
'2,0 '0.5 1,5 0,5 2,0
30 20 25 20 30
50 30 40 30 50
o 0 0 0 0
7 7 7 7 7
10 10 10 10 10
,1,0 ~I .1,0 1.0 1,0 1.0
4.0 lil 3.0 3.0 3:0 4.0
1.0.'11 1,0,1 1.0 I 1,0 I 1.0
'Phase Timing- Bank 3
4 4
o 20
0,0 2,0
2,0 2.5
3.0 3.0
0,5 1.5
20 25
30 40
o 0
7 7
10 10
1.0 1:0
3.0 3,0
1.0 1.0
<C:::Q+F=3>
-
-
-
-
l;~ 9'tl';f';Y:A:"-,1j"'S,.',T"'C"'I',~f) cdl
Phase 1 0
Phase 2 :0
Phase 3 0
Phase 4 0
Phase 5 0
Phase 6 0
Phase 7 0
PhaseS 0
o
o
o
o
o
o
o
o
Max Initial ~
Mernate Walk..............
Alternate FDW
Alternate Initial
Alternate Extension
Alternate Timin!!
o
o
o
o
o
o
o
o
o 0.0
o 0,0
o 0.0
o 0.0
o 0.0
o 0.0
o 0.0
o 0.0
...-----
./'
..............
.'f#j9'W~ f~~'K-ter;e;6~ ).%:G~ 2j:tD~'
Phase'1
Phase,2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
Phase B
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Max Initial ~
. Alternate Walk ~
Alternate FDW
Alternate Initial
AJternate Extension
Alternate Timing
TIming Sheet Version: 233 RV2 Revision: 71015
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
0.0
0.0
0.0
0.0
0.0
0.0'
0.0
0.0
...-----
./'
..............
-
Trnn<:\itinnTvn!>
O.X = Shortway
1X = Lengthen
x., thruX.4=
Number of
cycJeswhen
lengthing
Low Prlnrill(
""'.Channel A
2 '" Channel B
3: Channel C
4"'Channel 0
-
-
-
-
-
-
'Pac'e 5'iof8~
[Transition Tve.e II 0;3 J<C/5+1+9=>
TBC Transition
[LaQ Hold Phases II ~<C/5+1+A>
Coordinated La!! Hold Phases
[S'(nc Output Time 11 0:0 J<C/5+1+C=>
7-Wire Master
Beqin.Month 0 <C/5+2+A>
BeoinWeek 0 <C/5+2+B>
End Month 0 <C/5+2+C>
End Week 0 : <C/5+2+D>
Daylight Savings Time
ITime'Before Yellow II 0.0 1<F/1+C+E>
Phase Number 0 I<F/1+C+F=>
Advance Warn in!! Beacon - Sign 1
ITime Before Yellow II 0.0 J<F/1+D+E=>
Phase Number I 0 J<F/1+D+F>
Advance Warning Beacon. Sign 2
ILono Failure II 0.7 J<FI1+0+6=>
Short Failure 0.7 J<F/1+0+7=>
Power Cycle 'Correction (Defauit:i 0,5)
rp..1in Time (seconds) II 4 J<F/1+Q+8=>
Min Green Before PE Force Off
I Max Time (minutes)11 255 J<F/1+0+9>
Max Preempt Time Before Failure
[Min Time (seconds)ll 0 J<FI1+0+A>
Min Time Between Same Preempts
(Does Not Apply To Railroad Preempt)
[Low Pri, Channel " ___ _ J<E/125+C+8>
Disable Low Priority Channel
JjI Tran Systems, {ne,' Sacramenta,'California
-
-
-
-
-
-
-
-
-
-
INTERSECTION:' GatOwav-St & SouttiiDriveway,
'" 'r~~~\Ol.;":Jl0""~1'f '.~ll~~2~:~\'f~I',"i\:"~~<f\\~~
I ~5:h9i S.~3:~l';;l1
-i Column Numbers-> ___I .. _ __.. _ ,I..~__' ,__"",,,. _..<<0..:..1 '.u<;W o,o,);!o:i<,^
ii3 . I C1iP.in ~ { - Carry-
l~r Numb~r: I Attributes 1~~~~Ls) I Mm~ Dela
, ~ ,1 FtecrorName over
I, t , ~ i J 39 "I 45 7 2 '-123 8 0,0 1.5
~III II 40 I;l 45 7 6 123 8 I 0.0 1.5
i .'Z;, I ',II 41 ;'h 45 7 4 123 I 0,0 0.0
i iID. ' I 42 I 45 7 ~ 123 8 ~ 0,0 0.0
:~II .11. 43 , I 45 7 2 123 8 0,0 0.0
i;JIDj I'll 44 45 7 6 12~ I 0,0 11.0
~ III 45 457 4 ! 123 I I 0.0 0.0
: '11~ III 46 45 7 8 123 I I 0.0 0,0
!18il ,II 47 67 2 123~ I 0.0 0.0
, "91 .11 48 67 6 123 I 15,0 0.0
iJA"!; ill 49 67 4 123 I I 0,0 0.0
EBl ill 50 'I' 67 8 123 I 0.0 0,0
Ra III 55 45 7 5 123~ I 0,0 0,0
. cD;1 'II 56 45 7 , 123 8 I 0,0 0,0
!Flj 111 57 45 7 7 123 I 0.0 0,0
,1Fit ill 58 45 7 3 123 I I 0,0 0,0
, RoW
.,- Y4''Ij' 75\":-11-" :fiF".II, -C.J:,i91 :'~;'2:TI~~~'
1_",. 1__.__ > ~ -_.' --- .. .]~,- ~.".- '-"'. /1' - -
\ 1- G1'f'in' Garry-
DetectorName j i N'u'r;,ber,1 Attributes Phase(s) Assian Dela' over Detector Attribut~
" 59 45 7 ----5- 123 I 0,0 0,0 1 '" Full Time Delay
II 60 45 7 123 I 0,0 0,0 2= Ped Call
,!I' 45 7 7 123 I 0,0 0.0 3"
61 4=Counl
62 45 7 3 123 I I 0,0 0,0 5=E.ictension
63 45 7 2 123 81 I 0,0 0,0 6=Type3
,II 64 45 7 ~ 123 8 I I 0.0 0,0 7=Call1ng
II' 65 45 7 4 123 8 I 0,0 0,0 B=Allemate
,II 66 45 7 8 123 , 10.0 0,0
II, 67 :1 2 2 123 I 0,0 0.0 I)et. Assianments
II! 68 2 6 123 I 0,0 0,0 J1 "'Det. Set 1
- I 2=Del.$et2
'III 69 2 4 123 I 0,0 0,0
II. 70 2 _8 123 0.0 0.0 f 3=Det. Set3
4=
Ii, 76 45 7 2 123 8 0.0 0,0 I 5"
I' 77 45 7 6 123 0.0 0,0 I 6 = Failure - Min Recall
'I 78 45 7 4 123 8 15.0 I 0,0 I 7'" Failure- Max Recall
II 79 45 7 I 8 123 0.0 0.0 I a", Report on FallUfe
Detector Assignments <C+0+E=126> <C+Q+O=O>
~jl':,
, '~11(:j
. /121
,.'J~
:_::4 ~l
. ;:s~
'116'
i l;7-~
i'8iJj
"'tIO ,fj@
arm ~At\
::SS"'~B~-
::s '~
Gl AI ' "Cc
:'"! (1) LD~
n '"'El
(1).-
c:. lE'b
CD ..
P.-
f
~
-'"
~;:
,
~
Printed on 11/6/2006 1:56 PM
-
-
-
-
-
-
IWalk
loon" Walk
Phase,Green
(PhaseYellow
I PhaseHed
loverlao Green
Overlao:Yellow
IOver1ao Red
" _ _oped 1 Phase I Overlap
Column Numbers -'-> [j,1rJ ~2t'I11~53i-'9 _4'r1 ~15M:;j,611E ~1,~;':; 5,,[~8-i~,';;
o '0:.\ 110 Of, 0," 0 0 0
o 0 ,I '. fO Of 0.: 0 0 0
o '0' !i I :0 0:' 0" 0 0 0
,;.:: ~ I ~'Ii:i!~ I,~ ~ ~. ~_! ~ ~
r'lI 0 0 i .~O Of or O! 0 0
III' 0 0 Iii 0 rOO' 0 0 0
HI, 0 I 0 it ,0 I 0 .1 0, I: 0 0 0
Redirect ~I~ase OutPuts <C+O+E=127>
I CabinetType 11 0
Enable Redirection
(Enable Redirection = 30)
I<El125+0+0>
I
IOu!put Port-1
IOutput-port 2
IOutout Port 3
IOutput Port 4
IOutputPort 5
IOu~ut Port 6
IOutout Port 7
Pimming
IMax OFF (minutes) II 20 1<0/0+0+1>
IMaxON:(~inutes) 7 1<0/0+0+2>
Detector Failure Monitor
~D~;;;
<C+0+E=125>.
-
-
-
Pace 6 lof.8)
Ro;:;J
I :.iOi
c\1E
:"12~
_3,\
, :'4P
:51
;:Z6:t-
.'17.':
Row
';01,
~.1J
:21
~;3-~
c4~
I !SM
:611
F;7J
INumber of Diaits 0
11 stDiait 0
12 ed Diait 0
13 edDi'Qh 0
14.th OjQ~ 0
15-th O(qit 0
16 th Oiqil 0
17 th O(Q-it 0
18-th Di~lit 0
19 th Oiq'it 0
110thOiqit i, 0
111 thDfa'it I 0
112 th Olc!t "0
13thO~ait II 0
14th Oioit II 0 ITime 110 I<C/5+C+O>
,15 th Oi~it II 0 Redial Time (minutes)
Pial-Back Telephone Number <C+0+C"5> .
Timing Sheet Version: 233 RV2 Revision: 71 015
Disable Al~ums
t "'Slop Time
2 "'Flash Sense
3=KeyboardEntry
4 '" Manual Plan
5= Police Control
6 '" ExtemalAlarm
7 = DeteclorFailure
8=
i>~lBH!~ ~
IDELAY,A I 0 I ~Aj
IDELAY-B I 0 I ~-m
IDELAY,C 0 1 1$;
IDELAY-D 0 I j,!!J
10ELAY-E 0 I :E,
IDELAY.F 1 0 I ,fil
Pelay Logic Times
<C+O+D=Q> (seconds)
J.f>mit Alarm p __ __ ..j<C/5+F+O>
Disable Alarm Reporting
BI TrairSyslems. Inc, -Sacramento, California
-
RoW
l^~O:J,
j;Uji
I ;J2~!
: D3fl
: ~:4li
',5!
~~
1211i
:jB~
]9~
',AI
-00
-m ',:8f1
e ~""'k
_ (0 ~
::I 'XI. ~Di'
~ (1) : "'E!!
~..;J"l
:C'
~
~
--
;-J
\
-(l)
-10;
~
.::..\
-
-
-
-
-
-
jj
:t
INTERSECTION: GatewavSt.& South Drivewali
I,'
L _"(jrne _l~ !- toay of Week I
I 00: 00 J E A1r1234567 I
100:0010 AI
100:0010 AI
100:0010 AI
100:0010 AI
100:00 fOA
100:00101A
100:0010 A
I 00: 00 10 I A
,1 00:00 I~' A
00:0010 A
00:0010 A
OO,OOIOA
00:0010 All
100:0010 All
100:00 I 0 All
TOO Coordination <C+Q+9=O.1>
(Bank 1)
I Time ~ ~ 8 ~Day of Week
100:00 0 O~Oo-I---
100:00 0
100:00 0
100:00 0
00:00 0
00:0000
00,00 0' 0
00,00 0 0,
00:00001
00:00001
00:00001
00:0001,011
100:000101!
I 00: 00 0 j, 0 I!
I 00 :00 0 I 0 'I
I 00 :00 0 I' 0 I
TOD'Coordination' <C+O+9=O.2>
(8ank2)
,;tJ
.~ ,~
~ ~(9.~1
/A'11
)B~
~'.Cil
:::D~j
:EII
IF,~
Printed on 11/6/2006 1: 56 PM
-
-
""fl
Time LE J Day OfWee~
07:00 B~- -
18 :00 B I
00 : 00 10"1-
00:0010"1-
00:00 0 I
00:00 01/
00:001011
00:00 I~L
00 : 00 101,
00:001011
00:0010//
00 :00 I~I
00 :00 1011
oo:oolol!
00 :00 I~L
00 : 00 1011
TOO Function <C+O+7=1> <C+O+E=27>
~
.
Time Lf Day of Week
-00:00 -0
00: 00 0
00:00 0
00:00 0
00:000
00: 00 0
00: 00 0
00:00 0,
.00:00 0 ~
00 :00 0
:00:0010
00,0010
'00:0010,:
: 00 : 00 I~I
00.: 00 1011
: 00 : 00 I..!,L
Holiday <C+O+ 7=2>
'rOO Function
~"'elIu1lib14'f
[phases/Bits
I
J
I
I
r
l~lli:bllln\n!<tf
Phasesii3fts
I
I
I
I
I
f-
I
L
<C+O+E=28>
-
-
-
I ~ ~ Il: Holiday Type
rOO 00 0 r-=---
1000001
00 00 0,' _
00 00 01 ~_-=-I
~ j
""""OOTOOTO., =-
001,00 1011-"
0010010 R'
l 00 J!Q.LQ..
roo 00T0
1 ~~' ~~ -tis. :
~ 00 ~
100 00 01
I 00 000 II
0000_011 J
Holiday Pates <C+0+8=1.1>
(Bank 1)
lr! ~ ~
IDO 00 0
100000
100000
I 00 00 0
I 00 00 0
00 00 0
00 00 0
,00 00 0,
000001
~~ ~~ ~ I
0000101
00 001011
10010001
1001001011
J 00 I 00 1 ,0 II
Holiday Pates <C+0+8=1,2>
{Bank 2)
Holiday T1
I '
i
,
, I
I I
I 1
I /
/
I
I
I
I
I
TlI11ing Sheet Version: 233 RV2 . Revision: 71015
-
-
-
I . I ~"
I Time I ~ _9_ Holiday Type
100:000 OJ
100:0000
I 00 :00 0 0
I 00:00 0 0 1
I 00: 00 I.J!.. 0 i _
00:00 I 0 0'1
00'001001
00:00 I~
00 : 00 1'OTOl1
00:0010"01
00:001001
00:001001
00:001001
00:001001
00:00101011
00:00101011
Holidav Events <C+O+9=1.1 >
{Bank.;1}
I Time ~olij.. L~o~ I Holiday Typ~ I
100:00 :I
100,0000
100:00 0 0
/00:00 0 0
100:0000
100:0000
100:0001'0
I 00: 00 '0 I 0 II
100:00010
00 :00 0 I 0
00:00 010 ~
00:00010
00:00010
00:00 ~O
00:0000
I 00: 00 '0" 0'
tloliday Events <C+O+9=1.2>
(Bank 2)
-
-
-
-
.Paae7,rof,S'1
0.
1'" Red Lock
2 '" Yellow Lock
3 '" Veh Min Recall
4'. Ped Recall
5=
6=RestlriWalk
7=Red Rest
B=DoubleEntry
9 '" Veh Max Recall
A .. Veh Soft Recall
B=Maximum2
C .. Conditional Serv.ice
D '= Free La!lPhases
E '" BiLl- local Override
8114 - Disable Detector
OFF Monilor
Bit 7 . Detector Count
Monitor
BilS'-RealTime Split
Monilor
Plan Select
11hru 9: Coordination
Plan 1 thru9
14or.E = Free
150rF '" Flash
Offset Select
A=QffsetA
B=QffsetB
C= OffsetC
MnntnSP./pg
1 = January
2=Februal)l
3= March
4 = April
5~May
6= June
7=July
8=AuQu5t
9 " September
A= October
B" November
81 Tran System:., Inc,' Sacramento. Califomia
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,- Table 1
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<C+O+E=28>
Timil"!Q Sheet Version: 233 RV2 Revisi~n: 71015
Outout
. ....,
i\5&~i~;:'"'~"~~~ ~~d8~!___~.~:==r"'):~~~~);!i'~r;;;:~i<t>I'';;~ :;;~::; 1~~:e:~~'ftfff'~~~~~11
: ~ J -- ~
I ~ il -,
:- ~ -4-
~ ~
I 0
I 0
1 0
I 0
I ~
l'lNTERSECiioN': Gatewav 5t & South:Drivewav
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o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
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: Row
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, ci;1m
, L;~~
, ~L3~
'14:4
, [51
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, :,,1I~
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. ." ....""_..H...". . _.... .~,."......... ,~"',.. .'~
:.~-~g:8~:i~.:~t;~jB*~:~~:~~:~Z~~~-~I~~~c;~:60~~~;;,JI~~~ji~~S~~~ ,Ped'Omit
.. .- .''j=------ I- -----:------'1--.- -. --,,--=--
I II I
I
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...1_
:1
1.1
t
I
I
Special Event Schedule
'I
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I
1= I
Special Event Schedule - Table 2
I,
II
I
I.
I
I
+
I
I
<C+O+E=27>
-
-
-
-
-
Pace;) .(offn
Notes:
~
..J
~<E/27+5+F>
Limited Service Interval
B/1ran Systems, Inc, 'Sacramento, California
Notes:
LU<E/28+5+F>
Limited Service Interval
-
-
-
-
-
-
-
-
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~
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INTERSECTION: :Gatewav.St; &'North"Orivewav,
Group Assignment: NONE,
Field Master' Ass'ignment'; 'NO-"NE:
System Reference Number: 58
Ch-ange Record
I Cha.nCle Bv Dat~ II ChanQe
:--~--~II
: I
I I
I
_ ~~ Oat'!,
J
Drop Number 3 <C/O+O+O>
Zone Number 1 <C/O+Q+l::>
Area.Number 1 <C/O+O+2>
Area Address 64 <CIQ+O+3>
QuicNet-Channel D1GI12: I(QuicNet)
Communication Addresses
IManual Plan
IManualOffset
Manual Selection
I Phase
r-flt~"~.~,<~~~,~,^,,,,-@,,,~~~-
i" Row!,l COI;;;s:~:::::=: U~mh'fl "'rT.;l:>'~'-' ,\.""""'~^._{ - W !~",~"1:~ :'Jl"I~"'%~~cuOi';g}
,:fOil !pedwalk -11I111111----s-11I----r-----o-----o-
g,lilll Ped FDW I 0 0 0 20 0 18 0 0
[;iZl). IMln Green I 0 11 0 10 4 11 0 0
,3~ ITyoe 3 Disconnect! 0 0 ,0 0 0 0 0 0
i411 IAdded per Vehicle II 0,0 3,0 0.0 2.0 0,0 3,0 0.0 0,0
85W IVeh Extension II 0,0 2.0 0,0 2.0 2,0 2.0 0,0 0.0
; 1,:'611 IM~xGap U 0.0 2.0 0.0 2.0 2.0 2.0 0.0 0.0
''-fT~ MInGlp 0,0 2.0 0.0 2.0 2.0 2,0 0,0 0,0
tia~l Max Limit 0 20 0 20 10 20 0 0
:19~ Max Umit2 0 30 0 30 3030 0 0
-oO"fA~ Adv,lOela~Walk 0 0 0 0 0 0 0 0
iii' a ',B1 RRMtnPedFOW 0 7 0 7 0 7 0 0
:J (lI1e! Cond Serv Check 0 I 0 0 0 0 0 0 0
~ ~ ;"0}1 RedueeEvery 0.0.- 0.0 0.0 o~o 0:0 0.0 0.0 0.0
:"! CD I,Ell IYellow ChanQe 0:0 4.0 0.0 4.0 4.0 4.0 0.0 0.0
~ i :F),: IRed Clear 0.0 0.5 0,0 0.5 0.5 0.5 0:0 0,0
::: Phase Timing - Bank 1 <C+0+F=1>
a
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Printed on 11/6/2006 1 :56 PM
-
-
-
-
:N/S;Street,~ame:
EIw Street.Name:
Notes:
Manu<'lJPI<'ln
o = Automatic
1~9" Plan 1-9
14=Free
15 = Flash
M::mu::IfOff_t
o = Automatic
1 = Offset A
2= OffsetS
3=OffsetC
I<C/O+A+l>
<C/O+B~l >
IFlash Start I 0
I Red Revert 5.0
IAIJ RedStart 0.0
Start I Revert Times
1~1l-'~~,)l4_\iJ!GI!'tw\'!l1
I .. - I
IPhase 1 0 0 0 0 0.0
IPhase2 20 0 0 0 0.0
IPhase3 0 0 0 0 0,0
IPhase4 I 20 0 0 0 0,0
I Phase 5 ILJl_J_o I 0 I 0 I 0.0 I
IPhase61~
!Phase 7 II 0 I 0 I 0 I 0 0.0 I
I Phase 8 II 20 I 0 I 0 I 0 0.0 I
Max.lnitial/ I
Alternate Walk /
Alternate FDW _______
Alternate Initial / .
Alternate Extension ~
Alternate Timing <C+Q+F=l>
Timing Sheet Veislon: 233 RV2 R_evision: 71015
-
-
<F/l+0+E)>
<F/1+Q+F>
<F/l+C+O>
~'\lEl;f;1
IRR'1 Delav I 0
IRR,1 Clear 10
I EV-A Oelav 0
I EV,A Clear ,10
I EV.B Deiav I 0
I EV-B Clear II 10
EV-C Delav II 0
EV,C Clear II1il
EV_O Oelav II 0'
EV-D Clear I~
RR-2 Oelav II 0'
RR-2 Clear II 0
View EV Delay II
View EV Clear II
View RR Delay II
fView RR Clear II
Preampt Timing
-
-
-
-
-
Paaefr (ot8
I,~as~.:pa!a~ase G.hange:'1!:1~!.200~.1~:49 -
Exclusive Walk. II 0 <F/1+0+0>
Exclusive FDW 0 <F/1+0+1>
All Red Clear 0;0 <F/1+0+2>
Exclusive Ped Phase
(Outputs specified in Assignable
Outputs at El127+ME & F)
';""''''<'''''''''''~,l
Row
Permit _2_456 I ~;:O>
Red Lock _. __ I rM1
Yellow Lock l il2'
Min Recall 24 6 I it3~;
Ped Recall I 1,4'
View Set Peds II 4 6 ~5'
Rest In Walk II ~!6~
Red Rest III' - --, r7"' .
,oualEritl"'( !!i8:;
Max Recall 1'1 \f;i9f: 1
~oftRecall l/J:.-~ I
Max 2 II '.'_ WB;
Condo Service II ll!:C;J ,
Man Cntri Calls II __ t ~D'.J .
Yellow Start II 2 6 _ II, ~,,; ,
.First Phases I =-4_ I !!!I:if
Phase Functions<C+D+F=i '
BITran Syslems, Inc, Sacramento, California
",Overlap 'I
j,........"',.'iRj.....,.,'" -o:J".Vo' -1 ~"'"l,l>i5;~-";"<>-~lr,.-.'-\6~ "'jl"-"-'7,r"" , i"'"""--~8;r711
,..If... 'c_ _""...!- ~- -_,t/:;""'<'<"r ""'TIlii--"'~. ._"_' _".. ._..; ,_ _ _.. _.,,""_, :I:i!. _.....
, __ ,,---,1 , " 'J
-
-
-
-
-
-
-
-
-
,iNtERsEcnON~ Gatewav S'L & Nonll Drivewa'lI
;,
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Column Numbe~ -> .~4""lffj:f~'~::~.:."'!,k2r
Overlap Name -> I
~ Switch N,umber I
Veh Set 1 - Phases
Veh,Set 2 - Phases !
Veh Set 3- Phases
NeC!. Veh,Phases
Neq Ped Phases
Green Omit" Phases
Green Clear Omit Phs.
"I""
_ J_
1
.1
i~
~
';:ii:
I~
-~
'!l~
"ii
-;m,
~B'
~9_;l
"A1
, :6,1
: ~_C~
, :01
:,tgj
Bl
0 1 0 0
1
1
,1
1
1
it
o
o
t t
I I
1 1
1 1
1 1
0,0 I 0,0 1
0,0 1 0,0 1
0.0 I 0,0 1
Overlap Assignments
Green Clear
Yellow ChanQe
Red Clear
-
-
-
-
-,-
o
,I
o
o
,1
1
_I
I
Frlr~ 1 FI~D:::'
1:TBCType1
2 ::: NEMA Ext Coord
3.== Auto Daylight Savings
4 '" EV Advance
5= ExlendedStalus
6::; IntemationalPed
7 = Flash c Clear Outputs
8= Spill Ring
E1dra2 Flf!"'l
1 ::.AWBDuringlnitial
?=LMUI!'stalle<j
.3=DisableMinWalk
4 = QufcNetl4 System
5 = Ignore PIP on EV
,.
7 '" Reservati
,.
0.0
0.0
0.0
0.0 0,0 0,0 0.0 0.0
0.0 0.0 0.0 0,0 0.0
0.0 0.0 0.0 0.0 0.0
<C+O+E=29>
Row Column Numbers _.> ~:?t1ti~ lf~'''''''~
= Exclusive.Phases I EX!. Permit 1 Phases 1~'.'If.:
:DI;
,1~1 . RR.1Clear Phases
,121 RR,.2 Clear Phases , I Ext. Permit 2 Phases
:J3tl RR-2 Limited Service r I Exclusive Ped AssiQn I
~'4; Prot / Perm Phases I 5 IPreemot'Non-Lock 1
t.51 Flash to PE Circuits I Ped for 2P Outout 2
L$[1 Flash En~ry Phases I Ped for 6P Outout 6
[,7~ Disable Yellow RanQe I Ped for 4P Outout 4
'.':8iJ Disable Dve Yel'Rance IPed for 8P Ouipu! B
Lt9\1 Overlap' Yellow Flash IYellow Flash Phases
['A~ EV-A Phases 2 5 ILow'Prioritv A Phases
~'Br EY-B Phases 4 I Low Prior{ty B Phases
-00 CC, EY.C Phases /I 6 ILow Prioritv C Phases
-ll) :01 EY-D Phases /I ILow Priority D Phases
ll),_
:::I(\) ~E~ '" Extra 1 CanttQ. Bits Ii 1 3 5 I Restricted Phases
~~ m Ie Select (Interconnect) II 2 1 IExtra2.ConfiR: Bits 1 4
:1(1) Configuration <C+O+E=125> ' Configuration <C+O+E=125>
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Printed on 11/6/2006 1:56'PM
.-
-
-
-
'Paoe 2.fof8\
~;1C""":
I EV,A 10
EV,B I 0
I EV.e 0 I
EV,D I~
IRR-1' I."
IRR,2' I,u
ISE-1 II 0 I
ISE,2 110 I
Preempt
Priority
<C;+-O+E=125.>
( . RR.1 is always Highest; and
RR.2 is second HIghest)
Row
k"O~
,J,1j
t;2~
f,:3J
il45!
[5";
L6'
;t~;~f:l"F.\?~~;.l r$2o,J ~w
IFast Green Flash Phase I I to,;
I Green Flash Phases I Phase 1 0 r:hJ
lFlashinq.Walk Phases Flash 10 PF & I Phase 2 20 ~~,'
I Guaranteed passaqe I PF Nnn.Lrick I Phase 3 0 ,aj
ISimultaneous Gap Tenn j 1 =EVA 5. RR 1 IPhase 4 0
2= Eva 6=RR2 ,:14\]
I Se.ouential Timinp I 3= Eve 7'" SE 1 ,If'hase 5 ,I 10 ~S,' .L
lAd vance Walk Phases /I 4'" EVD 8=SE2 Phase 6 I 25 f..6:~ I
IDelavWalk Phases II 1 Phase 7 If-fo- ~i'(
IExternal Recall U If: ~,'JP<'I FISlm' ' Phase 8 I 30 ~;j8fj
IStart-uD Overlao Green II .24~ 1 = Coordination i-g'j
IMax Exiension II 2 "'Modem
3 "'7;'wre Slave Transition ~A..
Ilnhibit Ped Reservice II I 4==FleshlFree Minimums fig4~
ISemi-Aetuated 11 -- I 5' <C+O+C=5> !iC~
IStart-up OverlspYellow II~ 6 == Simplex Master 10:,
IStart;'UD Yehicle'Calls :: 'X:5:_ 7 ='7-Wtre Master ~E' '
D ~ nu"". '~'n~-.n'~'
I Start-up Ped Calls L~ F-'; ~
Specials <C+0+F=2>
Timing She~t Version: 233 R\(2 :Revision: 71015
"81 TranSystems;lnc. 'Sacramento.-.California
-
-
-
-
-
-
-
-
-
-
-
-
-
'INTERSECTION: Galeway;St. &'North DriveW8\1
'"
gw I COlum;,~::-;=:I~C"l1r:"'}N'
ii, ICycle LenHth 11'80
'll~IIPhase 1 ' ForceOff I' 55
j~ . IPhase 2 - ForceOff 1[.: 0
t1 LPhase 3.c ForceOff III 20
l' ~ rPhase 4 - ForceOff III 40
I ~ ~ Phase 5 - ForceOtf I:, 55
,J Phase 6,- ForceOff 'III 0
li) ~l il Phase 7 - ForceOff 20
~8{{, Phase 8 . ForceOff II 40
J9'l! Rino Offset II 0
J/'il!' Offset:1 II 0
lB,' I' Offset 2 II 0
; ~Cfl: Offset.3 Ij 0
'OJ :, Perm 1 - End II 15
: )E~ I Hold Release Ij 255
'}J::l J Zone Offset II 0
'R;
~O_:~ f: Iped Adjustment
J::.1ij);, Perm 2~ Start
, 12~ . lpenn 2 - End
~3~ I?erm 3 - Start
]4.1 Perm 3 - End
'15~ lReservice Time
1 S6~ IReservice,Phases
IluA
""'~8t IPretimed Phases
IMax Recall
IPerm 1 VehPhase
I Perm 1 Ped Phase
Perm 2 Veh Phase
Perm 2 Ped Phase
Perm3 Veh Phase
,Perm-3'Ped Phase
. J9I,
}A~i
, lB'
-CO ",Cli
Di' !a 1:01
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o I
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II 12345678 I
II I
II I
II I
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Printed on 11/6/2006 1: 56 PM
II
I
I
I
I
I
I
I
I
I
'1
'I
Plan
"::2;~\,~j"~:&-~};:f<:-~?\;q; '}!::'>:~d';4ifJl;j.~ ~)t'S,1H;;;;~ii'~i~{B~"i6i~1-ml-~:J# ;'(L~~~;;,i:8;J,'iril!J'.;rit-;-';;';!'$l1;_9L~i'f~
80 100 - 100'100"'--;00-- '-~~ 10~ 100
~ ~ ~ ~ ~ ~ $ ~
o 0 '0 0 0 0 0 0
~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ $ ~
00000000
~ ~ ~ ~ ~ ~ ~ ~
~ ~ @ ~ 4D ~ ~ 40
00000000
00000000
00000000
o 0 0 0 0' 0 0 0
15 15 15 15 15 15 15 15
~ ~ ~ ~ ~ ~ ~ ~
00000000
Coordination - Bank 1 <C+O+C=1 >
0 0 0 0 0 0 I 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
I,
12345678 I 12345678
12345678 I 12345678
I
I
!
J. _ , ~
Coordination - Bank 2
I
12345678 I
12345678 I
I
I
I
1. , I
<C+Q+C=2>
1
12345678
12345678
12345678
12345678
12345678
12345678
12345678
12345678
12345678
12345678
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
.-
-
-
-
.Paoe3iiof8\
(Coord Extra Bit 1 '" Programmed WAlK
Tiine- fofSym; Phases)
~6i~trJ~\1iN
I I
I 2 6 I
I 2 6 I
I 2 6 I
I 2 6 I
I ~ : 1
2 5
2 6
2 8
, Row
.i.O~
1.M
~i2,g
~"'3'
. .,
~:4'l.'
':511
<6n
:;71.:
If,'8ill
"\9fl
[ll.~
tJB~
EC~
,01
liEI
~
<C+O+C=1 >
Ii>,,,,,o;e,,,.,,,,,I
."''''",....."r."''..-',~,..
I 2 4 6 8
246 8
i 2 4 6 8
L2 4 6 8
2 46 8
2 46 8
2 4 6 8
2 46 8
2 4 6 8
2468
R,,!
rot
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JMI
m
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t5n
~t)}J
:;;7;1
!8~
::9M
''"M
'~B~,
;eM
lOD
tE";
ill
<C+O+C= 1 >
BJ Tran Sy.-.tems, 'lIlC, Sacramento, California
1
I Plan 1 - Sync
IPlan 2.~ Sync
IPlan-3 - Sync
IPlan 4 -Sync
IPlan 5 -Sync
]Plan 6 -Sync
[Plan 7 - Sync
IPlan 8 - Sync
IPlan 9 - Sync
INEMA Sync
INEMA Hold
I
I
ICoord Extra
I
Sync Phases
Free,Laq
Plan 1,. Lao
Plan 2- Lao
Plan 3 - Lao
Plan 4.- Lao
IPlan 5- Lag
IPlan 6 - Laq
IPlan 7.- Lad
IPlan 8.~ Lao
IPlan 9- Lao
IExtemal Lao
I
I
I
I
I II
Lag Phases
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
I!III
-
.'INTERSECTION: Gatewav'Sl & North Drivewal4
Paoe 4'(of8)
j)
:I:
-<-
: Flaw
'~
'~
:~J
m
~
'~',"
I " ~
:~ p
'~
'~
l.,lH
]s1!:
_,";11
~B~
~C~
;0]
lEt
~
. ..1.:
:[;iiIf1g;r;r~ ~r~~rumnT~f~I!~g;;7~;~niry."'~:~~~~~o'umrill~r i~';~grrri~~r ~illn~~~:;ler'~ff:'um~EI!':!;r.
I SEec, Func\' 4, I 0 ISJR-4lb) II 0 System Oet 3 II 0 Plan 30 OimminQ I 0 I Offset 2 (7,IM'" I 0 EV-C I 73
NAND-3(a)-l 0 OR-5 (a)l~ System Del4 11 0 PlanA 0 Set Clock I 0 Offset 3 i7-VVire) I 0 EV~D I 74
NANO,3Ib) I 0 OR,S (bl "~ System Det S .I 0 Plan 5 0 Sto~ Time I 82 Free (7,\Mia, - ra 'HR,1 I-s:!
NAND-4{a) I ~ OR-6{a) ,,~ SYstem Det 6 d ~ Plan 6 -L Flash Sense I~ Flash (7-'Nrre)' 1--0 'iRR-2 1----s2
NAND-4 (b) I 0 OR-6 (b) 0 System Det7 :1 0 Plan 7 0 Manual Enable I 0 Excl. Ped Omit I' 0 . Spec. Ellent 1 1---0-
OR-7 (a} I 0 F1Q 3 Diamond 0 System Det 8 1'1 0 Plan 8 0 Man. Advance I 0 NOT~1 0 Spec. Event 2 1----0-
OR~7 (b) I ~ .f.!.q 40iamond ll:........!..- Max Inhibit(nema)l---..!!....- Plan9 :........!..- External Alarm I.---!...- NOT-2 I 0 "External Lao Ira
OR-7 (c~ I ~ AND-4 {a} il ~ Force A lnemal rll ~ DELAY~A ~ Phase Bank 2 I~ OR-1 ~a~ I........!- 'AND~1 (a} 1----0-
OR-7 (d) I ~ AND-4lb) II ~ Force B ,o~,' ]'1:........!..- OELAY-B ~ Phase Bank 3 ,'~ OR-1Ib) ........!- AND-1 (b) 1-0
OR-B (a) I ~ NAND,1 (a! 1':........!..- CNA, '",m,' "I ~ DELAY'c ........!- Ovedac Set 2 ~ OR,2(a) I 0 !ANO,2Ia) 1-0
OR-B (b) I ~ NAND"1 (b) 'I ~ Hold 'oom,' i" ~ OELAY-O ........!- Overlap Set 3 'H-1 OR-2 (b) IK= AND-2 (b) 1-0
OR,B!c) I ~ NANO-2 (al---1J:........!..- Max Recall ",I:........!..-l OELAY-E 0 Detector Set 2 0 OR,3'(a) I 0'AND-3 (a) 1-0
OR,B (d) I 0 NANO,2 (bl 'I 0 Min Recall '1 0 OELAY-F 0 Oetector Set 3 I 0 OR,31bi I 0 "AND,3 (bi 0
Assignable Inputs <C=O+E=126>"
-0,0
-m
m_
:JCD
ffi'Xl
:"'!(t)
~
<"
CD
.a.
~:.'::iC61~yRMrr~ ,_.. ....
Row 'r.'...'~coIUmn!9r'.... - i1CO'lumn{A1,r:-~"'< -,Clii'ffirl~q e""!! L.'-:300lutl,h'!()'": ...~'1:':: u-,Coh.lmJ'-:E~:""'-=- :"ct'.\k'f0i,it;::Co(Utnn!f,~~;~"f
= Preem~iI7all:
~Ot 'Phase ON ~ 1 II 0 ill 0 ;Flasl1er>o Hl ',0' Free I ,'0 NOT-1 r 0 raDDut 1 III '0 Dial 2 (7-Wre) 0
Ek11t Phase ON --2 I 0 So Evnt Out 1 11 0 Flasner.1" I ,0 plan 1 I .0 OR,1 ;[l 0 TOO Oul 2 I 0' DiaI3/?-VVire) 0
f32~j I Phase ON - 3 0 So'Evnt Out 2 III 0 Fast Flasher I 0 Plan 2 0 OR-2 ,Ii 0 TOD Out 3 0 Offset 1. (7-lh'&"e) 0
U3tf 'IPhase ON - 4 0 So Evi1t Out 3 Iii 0 FiQ 3 Diamond ii" 0 Plan 3 0 OR-3 IIi 0 TOO Out 4 0 Oftset2'O-Vvirel 0
E4~ I Phase ON - 5 0 So Evnt Out 4 ;jli 0 Fiq 4.Qiamorid ill 0 Plan 4 I 0 :AND-1 III 0 TOD Oul S 0 Offset 3 (7.W1rei 0
~51l I Phase ON - 6 :1 0 So Evnt Out 5 III 0 H Plan 5 0 :AND.2 11-1 0 TOO Out 6 " 0 Free (7-VVirel 0
r:.6~ 1 Phase ON -7 0 So.Evnt Out 6 IIi 0 i:IL Plan 6 :1 0 IAND_3 :Il,! 0' TOO Out 7 'I 0 Flash (7-W1rel 0
;::1
~7"~ Phase ON -8 II 0 So Evnt Out, 7 iflil 0 HI Plan 7 0 , NOT,2 III! 0 TOO Out 8 ! 0 Preempt II 0
[;6~ Ph, Check, 1 Ii 0 So Evnt Out B :11" 0 NOT.3 'Ii 0 Plan 8 II 0 EV-A III 0 Adv. Warn - 1 0 Low Priority A Ii 0
:"~M Ph, Check, 2 II 0 J Detector Fail 'II lNOT-4 :r 0 Plan 9 I 0 IEV-B IIi 0: Adv. Warn - 2 i:{' 0 Low Priori"tv B II 0
>tAl Ph, Check - 3 II 0 II 0 OR-4 ]' 0 ~ Spec. Funct. 3 0 EV'C r 0 10ELAY-A 0 Low Priority C II 0
"81 Ph, Check" 4 II 0 Soec, Fund. 1 II 0 OR,S 0 Sp'ec. FUnd. 4 0 EV,D I;, 0 DELAY,B 0 . low Prioritv D II 0
'''C! Ph, Check,~ 5 II 0 Soec. Funct. 2 0 OR,6 0 NANO,3 0 RR-1 0 DELAY,C ',I 0 II
':Ol I Ph Check, 6 0 Central Control I: 0 AND-4 .11. 0 NANO-4 0 RR-2 '111i 0 DELAyeD I 0 II
'IE! Ph Check, 7 0 Excl. Ped OW 0 NAND-1 0 OR,7 0 Spec. Event 1 Iii 0 DELAY-E i, 0 II
~S. Ph, Check - 8 0 Excl: Ped WK II 0 NAND-2 0 OR,B I 0 _:Spec. Event 2 II 0' _ DELAY,F ;.1' 0 II
.. Assignable Outputs " <C=O+E=127>
'"
'"
o
f
-
t-:I
,
--'
6
---:,
Timing Sheet Version: 233 RV2 Revisloo: 7101S
81 Tran Systems. Inc, Sacramento, California
Printed on 11/6/2006 1:56 PM
-
-
f:ow.
EO,:
Fll1
t;2::
~31
~(4;
f5:: :
1(6i3 l
~L-71~ :
f:B~! ,
[9J
t.-A't
[JB~
r:C3
~;O.1
~.
G.frlI.
Row
:,,0::;
~1i;
~2 '
lt3!, .
~4'J '
i$S~j .
:~:6l, t
~:7.Jt1 :
!8"
t~g:
i~A"~
~B~'
Ie"
~oJl.
ftE~
r'F..'::
-
-
-
-
-
-
-
-
INTERSECTION: Gatewav'St. &'North'Drlvewail
":<)
I
-l Phase
9:! Column Numbers-> 0^~2"'1. ~>~'3~r");~~!! l~i5:el:'~6t'" ~ r.J-7gj'1-'~8~.
j _I!.~'II PhaseNames-> I _ II
,~" Ped Walk ID 7 0 -r -0iIT ~
i~IIPedFOW I 0 15 0 15 0 I 15 0 ;1' 15
~ IIMinG'een I 4 7 4 4' 4 :1 7 I, 4 11 4
, [~t IType 3 Disconnect 0 20 0 20, 0 I 20 I, 0 ~
'I ",! ,i Added [>Or Vehicle 1--0:0 2'0 --0:0 2'0 '0,0 2.0 1"O:Oi1TO
, m,' IVeh Extension ,,2,0' 4.0 I 2,0 2;5 2.0,1 4.0 I' 2,0' 2,5
, F<i1i' IMax Gap II 3.0 I 6.0 I 3.0 3.0 3,0 d 6.0 I 3,0' 3,0
",7~ IIMin Gap II 0.5 I 2.0 I 0.5 1.5 I' 0,5 I 2.0 r 0,5 1.5
, 118~ I' IMax Limit II 20 I 30 I 20 25 Ii 20 30 r 20' 25
Ll9i IMax Limit 2 I 30 50 30 40 i 30 50 I: 30 I 40
; i?A~ I lAdY, / Oelay Walk 0 0 0 0 0 0 J O' 0
'I>BI i IRR Mln PedFDW 1L2-1_2_,Ll_-'~ 7 I 7 7
"C,l ,; ICond Serv Check 1I10T1011D- '10T10" ~I 10 10
.ID~!, IReduce Eyerv II 1,0 I 1.0 I 1.0 1,0 I 1,0' 1,0 I: 1,0 1.0
'lE"~ Ii I Yellow Chanoe II 3.0 I' 4.0 I 3.0 3.0 I 3,0 i 4:0 I' 3.0, 3,0
.JF~i i IRed Clear II 1,0 1.0 I 1.0 1,0 11.0 I 1.0 I 1,0 1.0 I
, ' Phase Timing - Bank 2 <C=0+F=2>
~ ;o~ 1,IPed Walk ,:~~rJnJ!iT~fZ:;j~ij,: ~i:r~!t{~~~<J:~Lt.~~:K~nl~~~~$.~'~fl
1.1'11 IPed FDW I 0 15 0 15 0 15 0 15 I
1}2:; ) IMin Green 4 74 _4 4 7 4 4' I
g3~ IType 3 Disconnect 0 20 0 20 0 20 0 20 I
i ~I4;~ IAdded Def Vehicle I~ 0.0 2.0 0.0 2.0 0.0 2;0 0.0 2.0 I
: 25~ lVeh Extension i 2.0 4.0 .2.0 2.52.0 4;0 2.0 2.5 I
:'61 IMax Gap .2Q.. ~ .2Q.. 2:l!.. 2:l!.. ~ .2Q.. ~
:',\711 IMinGap I~~~~,~
;]8W IMax Limit I 20 30 I 20 ~
_I_~H IIWIWIWI~IWIWIW!~
~ ci ,fA~ lAdY, / Delay Walk II 0 I 0 0 I 0 I 0 I 0 I 0 I 0
g; lD ~Bl, IRRMin ped FOW II 7 I 7 i 7 I 7 I 7 I 7 I 7 I 7
,;j Ii "CI' ICond Serv Check II 10 i 10 I 10 I 10 I 10 I 10 I 10 I 10
i ~ ;,:01, IReduce EYe~~ 1.0 '1.0 1.0' 1.0 1.0' 1,0 1:0' 1.0'
., (I) "lEi: IYellow ChanQe-l 3~O 4.0 3.0 3.0 3.0 4.0 3.0 3.0
. (')' .
(1) ~F,,;' IRed Clear II 1.0 I 1,0 I 1,0 \ 1.0 I 1.0 I 1.0 1.0 I 1,0
<: Phase Timing - Bank 3 <C=0+F=3>
~
f
-OJ
~~
\
-l
\
o
--..l
Printed on 11/6/2006 ':56 PM
-
-
-
-
1j;:!~~9;~~;hWA"@l~tB~~j'H7C-t'rI!i~1J)H.t]
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0, 0 0.0
Phase 3 0 0 0 0 0,0
Phase 4 0 0 0 0 0,0
(Phase 5 0 0 0 0 0,0'
Phase 6 0 0 0 0 0,0
Phas-e 7 0 0 0 0 0,0
Phase'8 0 0 0 0 0.0
Max 'nitial~
Alternate Walk~
Alternate FDW
Alternate Initial
Alternate Extension
......---
/'
~
Alternate Timing
~,' fftJ1(]if'r~,{8~lt"F::C~ ~,;f
I
IPhase' 0 0 0 0 0.0
IPhase2 0 0 0 0 0.0
IPhase 3 0 0 0 0 0.0
IPhase4 0 0 0 0 0.0
IPhase5 0 0 0 0 0.0
IPhase 6 0 0 0 0 0.0
I Phase 7 0 0 0 0 0.0
IPhase 8 II 0 I 0 I 0 0 0.0
Max Initial/I
Alternate walk/
Alternate FDW ~
Alternate Initial- .,/
Alternate Extension ~
Alternate Timing
Timing Sheet VerSion: 233 RV2 Revision: 71015
-
Tr::lnsilionTvo~
OX = ShOrtway
1X=Lengthen
X.1 ttlru X_4 =
,NlaTlberof
cycles when
lengthing
!nw'Prinnh1
1 =ChanrielA
2= ChanrielB
3 = Channel C
"'OChannel D
-
.-
-
-
-
-
PaCte 51(of ay.
!Transition TVDe II 0.3 I<C/5+1+!iJ>
'TBC Transition
ILaq Hold Phases II ~<C/5+1+A>
Coordinated Lag Hold Phases
'S,!nc Output Time II 0.0 I<C/5+1+C>
7-Wire Master
BeQinMonth 0 I <C/5+2+A>
BeQin Week 0 I<C/5+2+B>
End Month 0 I<C/5+"2+C>
End Week 0 I<C/5+2+D>
DavllghtSavings Time
ITime Before Yellow II 0.0 I<F/1+C+E>
IPhase Number 0 <F/1+C+F>
Advance Warning Beacon - Sign 1
ITlme Before Yellow II 0.0 I <F/1+D+E>
Phase Number 0 I <F/1 +D+F>
Advance Warning Beacon - Sign 2
lLano' Failure II 0,7 /<F/1+0+6>
Short Failure 0.7 <F/1+0+7>
Power..Cycle Correction .(Default =: 0.5)
IMin Time (seconds) II 4 I<F/1+0+8>
Min Green Before PE Force Off
IMax Time (minutes)11 255 ~<F/1+0+9>
Max Preempt Time Before Failure
IMin Time (seconds) II 0 ~<Fl1+0+A>
Min Time Between Same Preempts
(Does Not Apply To Railroad Preempt)
ILow Pri. Channel JI _ I<E/125+C+8>
Pisable Low Priority Channel
BJ-Tfan Systems._lnc, Sacramento; California
-
-
-
-
-
-
-
I/VTERSECTioN: Ga'tswav si 8. North Orivowa\l
;jj
g... Column Number.> --> ~1'~~~'O;~~~-.J4~~tr~\f.,f]r~;"f~3ICin:^ ~~ijt~
1 ~ DetectorName II Number Attributes Phase(s) Asslon
, !!.! 1r9 45 7 ~~ - 123-'8
J'!!ill 40 457 6 12~
i i'FJ 41 45 7 4 123
~ ~ 42 45 7 8 -123
~ . 43 45 7 2 123 8
;$~ I 44 45 7 6 123_
.~, I 45 45 7 4 123
'~ 46 45 7 8 123
,'8' I 47 67 2 123
r191 48 67 6 123 8
,..lA~ 49 67 4 123~
~;B[ 50 67 8 123__
,lCl 55 45 7 5 123 8
. ;;0' 56 45 7 1 123
1.EIJ 57 45 7 7 123
,.Fjl 58 ~, 3 123
-
llill'.,1,* </ii-
Cany,
Delav --.9~
, 0.0 {5
0,0 1,5
0.0 0,0
0,0 0,0
0,0 0,0
0.0 0,0
0,0 0,0
0.0 0,0
0.0 0.0
0:0 0,0
0.0 0,0
0,0 0.0
0.0 0,0
0.0 0.0
0,0 0.0
0.0 0.0
Row
"""
~O,~'
,,1~
pj2~
'13~
'I4'1
, ,ISa
:J6R
':,l1!il
, fHaij
1019-1,'
:2 o FA'",
t\) ll)' "-
::J <D UB~
:l "'CU
CD 'to\'
.., CD . .:
. ~ ~_ ~E:.
<,JS:
~
r- .,,:- -~~"~f<.1~~,,,,,,.t:...,..:.~,,,;.t'~"-'};<:ffl:6-lii~h{f1I.M""""~:I9'A~,,,,=I r;.t..~ ~yy,,>~. ll'I'A,,"',",~~"'''~,,'.'
11;''t~;;;~M;:r'',''''''\t~''';;.};:'J,"~'-:<:'"'':'':< :,;;",_:!;",~",..1~,~Uf:;,~,,-,"ttf.... ~"""" ";;r;:~
II Number ~ Attributes' Phase(s) Assian I I Delav over
I 59 ---4l['r 5 123-'-J I-OJ) 0:0-
I 60 45 7.1 123 1 I 0,0 0.0
I 61 45 7 7 123 I 0.0 0.0
62 45 7 3 123 I 0.0 0.0
63 45 7 2 123-!, I 0.0 0.0
64 45 7 6 ~ 123 I 0.0 0,0
65 45 7 4 123 8 I 0,0 0,0
III 66 45 7 8 I 123 I I 0,0 0,0
67 2 2 I 123 I UL 0.0
'11 68 2 6 I 123 I ro:o: 0,0
H 69 2 4 I 123 I I 0.0 0,0
I 70 2 8 I 12.3-.] I 0,0 0.0
I 76 45 7 2 I 123"8l I 0.0 0,0
I 77 45 7 6 I 123 I I 0.0 0,0
II 78, i '45 7 4 I 123 8 I I 10.0 0:0
II 79 I 45 7 I 8 , 123 I I 0.0 . 0,0
Detector Assignments <C+O+E=126> <C+Q+D=O>
i~erecto:!,,~e
I
f
:-...l
,
-OJ
-.\'"
, '"
o
-l
Printed on 11 f6/2006 1 :56 PM
imDj-&
I Number of Diqits 0
11 stOilIi! 0
12 ed Diait 0
13 edDiqit 0
14 th Diait 0
15 th Diait 0
16 th Orait 0
17th D[ait 0
Det. Assianme:nts 18 th Diait 0
1 = Det. Set 1 19 th Diqil 0
2=Det:Set2 110th DiQit 0
3=Det.SeI3
4 = 11fth Di~it 0
5'" 112thDi~it 0
6= Fallure- Min Recall 113th Dicit 0
7= Failure-Max Recall 114th-Diait 0 ITime II 0 I <Cf5+C+O>
8" Report on Failure 115 th Diait 0 Redial Time (minutes)
Dial-Back Telephone Number <C+O+C=5>
-
-
-
-
-
Op.tector Attriblltp,s
1 c Full Time Delay
2 = Peel Call
3"
4: Count
IS=Extension
6_"' Type 3
7=Calling
8 = Alternate
-
-
-
-
-
-
I,Paoe 6 (of.8'1
Column Numbers -->
IWalk
I Don't Walk
I Phase Green
IPhase Yellow
I Phase Red
IOverlap Green
IOver1ao'Yellow
IOverlao Red
. Ped /'Phase I Overlap
;ifEt~~ ~i~2t!j; '!i:t3i'':::; C:ro;.';] ~:a:5~J t:S~J ~~~~t,7jf&HL;6;:':
I 0 0 0 01 0, 0 0 If 0 '
0, 0 0 0' 0 DOL 0
o 0 0 0: 0 DOL 0
o 0 0 0, 0 0 0 I 0
o 0 :0 0' 0 0 to: I. 0
o 0 '0 (, 0 0 0 ,0, I' 0
o 0 :0 I 0 0 0' 10' h 0
I 0 I 0 '0 I 0 0 0 I 01, 0
Redirect P lase Outputs <C+O+E=127>
Row
=
"O~
rw,~~
~2.Y
~3~
',.A-l
r5~
1:6:1
t..\7&
ICabinetType ]1 0
Enable Redirection
(Enable Redirection'" 30)
J<E/125+O+O>
I
I Output Port.1
IOutput,Port 2
IOutput Port 3
IOutPutPort 4
Output Port 5
9u~ut Port 6
Oute.ut Port 7
Pimming
Row
!~O~
~!'~'
tJJ'
~,:.(:~'
t15!:
L6'~
F,7..:'l
IMax OFF'(minutes) II 20 J <0/0+0+1 >
IMax ON,(minutes) 7 J<D/O+0+2>
Petector Failure Monitor
.I
<C+O+E=125>
ni!,;Rhlp. AIRrm!';
1 '" Stop Time
2 '" Flash Sense
3 '" Keyboard Enlry
4'" Manual Plan
5 '" POUce Control
6" External Alarm
7 '" Deleclor Failure
8"
:?:~;B4~~ Row
IDELAY,A I' 00 ,,,",
IDELAY-B 18:
IDELAY,C I 0 I:'C"
I DELAY -OD,D:'
rOELAY,E , 0 .;E'
IDELAY-F II 0 "1':'
Pelay Logic Times
<C+Q+D=O> (seconds)
lOmit Alarm II I<Cf5+F+O>
Disable Alarm Reporting
Timing Sheet Version: 233 RV2 Revision: 71015
BITran Systems, Inc, Sacramento, Califomia
-
.,,0
-lD
lD_
~ Ill'
~ .
1ll:lJ
;"11ll
~
<'
III
..
r
\~ ~
'"
~
,
~
-
-
-
-
-
-
iN'h~~RSECTION: Ga1ewav SL ':&',North Drivewav
;0
:'i' L Time l ~ 18' ~ Dav of Week
':$. 'I 00: 00 E A I 1234567
~ 100:00 0 A
!!l1lI00:00 0 AI
i!ii' 100,000 AI
jj!l100:00 0 Al
,:3Jj 100:0010 AI
',~~ I 00: 00 lOA
'm 100:0010 A
l:mi' 100:00 lOA
r;9'~ I 00: 00 lOA
'fAl ,",00:00 Imo A
~I
'lB'il 00 ,00 lOA
llcll 100:00 lOA
1101: I 00:00 I~
.lE! 100,00 faTA'll
,',F,l LOO:OO I~I J
TOO Coordination <C+Q+9=O.1 >
(Bank 1)
g ~l
l Time a: 0 J Dav of Week I
r 00,00 00'----'
100:00001
100:00001
00:00 0 0 L
00,00 ('001
00 :00 I 0 I 0 I
00 :00 I 0 I 0 h
00 :.00 I 0 0 II
00:00100/
00:00100,1
/00:00100'
100:0010~_
I 00: 001 00-1
100:00 lOa,
100:00 ('0 ~I- j
I 00: 00 I' 0 01 J
TOO Coordination <C+O+9=O.2>
(Bank 2)
R;:;J
~
l"i1"i.
if2J
I ~_3~
, 'f4~
, '151
. r~~61J
\ J7JJ
. J,8il
~~~'
: ';A~I
.,Bl
,:Ci,
0'"
eEl
.\E~
Printed on 11/6/2006 1:56 PM
~
I Time Ii Dav of Week
107:00 Ifl
118 :00 B
I 00: 00 ..!.L
100:000'-
100:0001
loo:ooo!
100,000'
100:00 O!I
100,000,
100:0001
100:00101
I 00: 00 i 0 I
00:0010"
00: 00 100r
00:001011
00:00 011 I
TOO Function <C+O+7=1> <C+O+E=27>
1
"Tl
I Time tf. Day of Week
00:00 0
00: 00 0
100:00 0
I 00: 00 0
100:00 0
100:00 0
100:00 0
100'00 0
100:00 0
100:001011
100:001011
100:001011
00:001011
00:001011
00:001011
00:00 I 011
Holiday <C+O+ 7=2>
TOO Function
-
-
I%!1QllUimtit4'~
; PhaseSlf:fits
I
-1
1
.1
I
I
I
1~..cWijnmfMi
I Phases/Bits
-1
!I
<C+O+E=28>
-
-
-
I O~ · ,,1
.;!. ~ I Holidav T vpe
r'OOooOI
1000001_
1000001
1000001 I
00 00 O~
000001-
00 00 0
00100-101
001001011 I
I 00 I 001 0 r----I
1001001011 -.J
1001001011 "I
LOOjOOjOIL
rooTOoTiill .
1001001011
1001001011
Holiday Pates <C+O+8=1.1>
(Bank. 1)
m ,,1
~ :J:. J Holidav Tvpe
100 00 0 --,- u_
I 00 00 0
100000
100000
100000
100000
10000011
100100011
I 00 I .00 '0 II
I:I~~ ~
00 00 lil:
1001001011
000001
000001
0000 0 I
Holiday Dates <C+O+B=L2>
{Bank 2)
18
I
I
I
I
-1
Timing Sheet Version: 233 RV2 Revision:}10t5
-
-
-
Time _ ~ >~181:HOlidav Tvpel
00:00 DOn
00:00 0 0
00 :00 00
00:00001
00,0000
00,00 0 0 II
00'000011
00:000011
00 :00 0 I 0 II
00:0001011
00:0001011
00 :,00 0 I 0 II
00:00001 ~
00:001001 -
00:001001
OO:OOloor I
HOliday Events'<C+O+9=1.1>
(Bank 1)
~. ,1! 1
_ Time . _~ ~ Holiday T~p~
00:00 0 OJ'
00:00100 cJ
00:00100 I
00:00100, i
00: 00 10 01 I
100:001001
100:00100
100:001001
I 00: 00 I..!...!.I
100:00100
100'00101011
100:00101011
'00:00101011
I 00: 00 10 I 0 II
00 : 00 10l0l1
I 00: 00 I 0 I, 0'11
'Holiday Events <C+O+9=1;2>
(Bank 2)
-
-
-
-
'Paae 7 (01'.8'1
0=
1= Red Lock
2 = Yellow Lock
3 = Veh .Miri Recall
4 '" Ped Recall
5=
6= Rest In Walk
7= Red Resl
8 = Double Enlry
9 = Veh Max Recall
A=Veh Soft RecaU
B = Maximum 2
C = Conditional Service
o = Free lag Phases
E: Bil1 - Local Overlide
Bit 4 - O(sable DeteCtor
OFF Monitor
Bit 7- Detector Count
Monitor
Bil B - Real Time Split
Monitor
Plan Select
1 thru9::: Coordination
Plan 1 thru9
14 orE = Free
15orF= Flash
OffselSelect
A=OffsetA
8=OffsetB
C = OffselC
~
J
Month Select
1 :;:January
2= February
3=: March
4 :;:April
5=:May
6:;: June
7:;: July
8:;: Augusl'
g:;:September
A:;: Qctober
B :;: November
HI Tran-S..V!J'tems,lnc, Sacramento, California
-
-
-
-
-
-
-
-
-
-
-
-
-
::/NTERSECTlON: ~Gat9waV'S1. & North OrhieYiav
-00
ji'ID
:lS'
l$'Xl
:1(1)
2
<'
CD
0.
Row
t ~10;.
, t:~1ft
21
'i3!ll
; ;-~E
, c5U
':M
i;;Z"i
, :\Sll
:';91
'A.
,B'l
,Cl
lOI
f~E~
:;F~
~
-
~~
. ...
~
,
o
-!
""
I
-<
i
:....1
".:2:;;
':VI
~
,!Jj'
,,711
I r;:8~
:9ii
"'A'it
I~
,Bi
, ~ G~;
; ~Dl:
, .E\
: :F..'
~~ki;~:-:;~S~:~'~~~ "I~~~;~~~ali)
'- f-:l
'I 0
: 0
: 0
'I', 0
if 0
II 0
II 0
I 0
I 0
II 0
II 0
" 0
~ I ~
~l:-~-~~~~:~~-i k~~::;~ W~~~~l~:'le~:~c~;~~":~~;~~:~:: ~~~:~~=*;_If\~~;~:::~~f~t-
I '-- -r'~-'- I -, I
:; I i
: : I
: : +
'I I f
: I +
I I.
i'
+
i
I
Special Event Schedule -- Table 1
<C+O+E=27>
-
~. ~~~I:;;"~~IT~;~ r~~ped8~all "1~~"2~:~';lI>1!1:~~~:rrjl 'l"f~;~~;'~: W~:;~~'1;::~':~;:r;!0~~'S::~~'\'~;:'<\i'1
:. 0 " . ._~
I 0 I
o
o
o
o
o
o
o
o
o
o
o
o
o
o
I
:1
I
I
II
If
I
Printed on,11/612006 1:56 PM
I
"
I
I
I
I
-I~
I
I
I
I
I
I
I
-.L
<C+O+E=28>
I
I
I
I
I
I
---L
I
I
I
I
I
I ,
-L.
I
I
I
I
I
II I
Special Event'Schedule -- Table 2
Tiniing Sheet Ve-rsion: 233 RV2. Revision: 71015
-'
-
.-
-
-
-
Pane 8"(0'18)
Notes:
~<E/27+5+F>
Limited Service Interval
Notes:
~
i
J
~<Ef28+5+F>
Limited Service Interval
BJ-Tran Systems, lite, Sacramento. Califomia
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
I
\.1'" ~Jo.i~
-or",ft~-""..-, ."":%1 m%~--.21--
............L--r;"II...~Y'"f""
_ 0""""'!~"""""-~ -: -I -
f N GIN F FRS
r R 0 I f C T /1.\ A NAG E II
PlANNERS
1
I
A J?~_'l~=X C
TRAFFIC COUNTS
Date Rece/ved:~
Planner: /\l..--
v () Il I 5...j I . () 8 7
.... 7 (),) V I l I A G [
lOti]
[' I ^ I. A 100 ['
~,\ \ 5 -I 1 .l -I 5 (1 5 l) l)
IV I!I 'R II W r fl. C 0 1\.,
UREGUN Q7-tOI
[U (j F N F
SUI T [ 101
I
j
-~-----
.
~-=rURN COUNTS
'2<:.0 L
File Name 'GatewaLSouth_Drive_PM
Site Code : 00000310
Start Date : 08/20/2002
Page ,No : 1
I GroupS ?r\nlec). Ctirs. Trucks &tiuses. .
i n !3~.tEW.,ySJreet ,-. '-~~nfr,v;)OOVi'iJIJf\PartmenIS I u,a~_~<!y's"II-::~! I -;~~y.~,,!I!,~rJt.iiJlUi'ive '11
i '51,::::' From Nortt-, " wi3 FromF..sf5l _r;L,G>.__F:rom~1~'if1.__..__ .._~f3__~1:~om''',~~;,,'l ,"'-'__"'_'1
li'~-;-;T-;;:,~p",Tg'I"Th,iT i.~ft,; p,eih, App F1i9,I,"J'J'),I Left \ ped-,! App. j 819: I ,~ri L,eftl P, ed:, Ap,P', , ;~,I!l; Inri Left i, ,D,"'",'_: A~P;I Int.,:
a 1m I. _ ht" _,u.:j _ -; ,!:t,,; T.,tal ht,j U'I, _.. s~ Total!. ht_~;_~)j_:r,o.~_~~~T!?!!!-~-__~}.Jl_ -'~;j-~i-"Il""~;' Ttil_a'l_~.Totat.j
1- -FaCI01r-r'l,-~DJi..2,'. 'I ~1~cfl rol :-,:Q:J :":.-,'-, , "'="1':-Q]-::EoTt:Q -.1:,OJ ~ 1.lJ'l 1.ul "l.vl 1'_'J./__ 1.'.1~ 1,,!,t 1,01 1-!.t.';1 " ,1
'g:;~ ~~ - ~"~~: ~- 1'- ';~i~' '-b ~g --; . - gi;"IJ i ':~J" ~f ;"- It: l1~ ~ .~g ~~ 1~,} ~jj
04'30 PM 13 164 6 4 241 1 0 6 0 l' 0 134 46 2 182i ~O 0 54 2 106', 642
. 04'4~PM" ~5 170 4 1 220 2 1 1 3 7! 2 116 36 3 '",\'<:.:>ll 0 47 0 8~' 411
Tolal 2ii4-'6~f7 8 ";l20W"-'-'Tlb" ',' '30.1 I ""T.iS2"ci3il, '11 64lfi ~f88 - z"'7[!li? T XJr; -'96.3:
.
05:00 PM 48 162 6 1 217 1 0 1 2 4 3 131 30 1 165 39 1 39 1 80' 466
. 0~15 PM 61 192 4 0 257 2 1 3 0 6 4 114 41 3 162 39 0 49 3 91 516
05:30 PM ~9 119 4 3 '185 1 ,0 1 0 2 6 130 35 0 111 35 0 42 1 18 436
05'4~ PM 66 159 6 0 231 6 3 6 2 5 o 131 24 2 157 35 0' 53 0 88 481
-- Total 234 632 20 4 890, '4' ""-""'4'- --e"~'5'~'" --- 4~ ""'f? '-13"506 130 6-"65'5' "'148"-" 183 5 337Tl~9'9
. Grand 438 132 31 13 1810 14 5 21 1 47 20 998 268 17 1301! 336 3 313 12 1241 3882
Total 2 '46'4 ]
Apprch % 24,2 13.0 2,0 0.7 29,8 10,6 44,1 14,9 15 16.7 20.4 1,3 0.4 ,51,5 1.1
Total % 11,3 34,' 1'0 0,3 46,6 0.4 01 0,5 0.2 1,2 " 0,5 2tL1 6,9 0.4 33.51 8,1 0,1 9,6 0,3 18.7 j
I
.' - GaI~y ~~l~t:_r -: ~11l;VfO\"#l,i VIJ~a Apartme-nts ...... -I.--~Gilt~a~ ,~I(pgl < e'..a)W"av;->'4ull SqLJlti [ijlvli(
\ .,..~, _ _, ._ _-,' fmT...li.u.E'!!.;;.., """'1_,"' l-ilAll ali$l _~_ Fmrn ....-tl~I(j1_ _ . >:'_1. _......:-~-Fr(;m.Y..~~s:: -, .- I
I StartT;me R,h;9,',:,' 'Thur'j' lehf" p"ea., TApo'I~,',I,.R,h;gI.1 T,.hurl, L,.,h.:, P.,sd'l APP'l Rlgl T""l ft'l ped!-App 1'""91':""; Lftl p"edTAPP:'i~I'
- '._ _ _ _ W <V '._ _ - _ T2.!~J_~ u ~ _e r _ ~~ _1.~ 'ftl ._ul. e 'i_s:\ .T-tittit';bT':.ltcil,
Pe.~k Hour Flom. C4iOO P~To,05:45_Prv,.- Pe_~~"1 0(-1 - _..,.-, -~
lntersectio 04:30PM l
n
'Volume 227 688
Percent 24,1 13,1
04:30 73 164
Volume .
Peak
Factor
Hi9h1nt. 05:15 PM
Volume 61 192
Peak
Factor
.peak Hour From 04:00 P.M 1005:45 PM - peak" 1 of 1
By. I
Approach 04:30 PM ,04;00 PM
Volume 221 688 20 6 ,9411 10 1 16 3
. Percent 24,1 13,1 2,1 06 ',33,3 3,3 ~3,3 10,0
H~h Int. 05;15 PM : 04:00PM
Volume 61 192 4 0 2~1 i 1 0 5 0
Peak - f'
Factor 0.915_i
20
2,1
6
6
0,6
4
94(
6
25,0
1
2 11
8,3 45,8
o 6
~'
20,8
o
24
247
1
9 491
1,3 14.4
o 134
1~3
22,9
.
46
9
1,3
2
668
162
166
45,9
50
1 189
0,3 ~2,2
o 54
6
1,7
362
1995
2
106
542
0,920
4
o
i 04:30 PM
2511' 1 0
,
0:915 i
6
o
i 04:30 PM
1 0 134
46
2
182
0,918
04:30 PM
50 0
64
2
1061
0,8541
0,851
12
48
2
3
I
i
3871
I
1061
0,913 i
,
04:15 PM
30
1 509
1,0 15,1
04:30 PM
o 134
147
21.9
9
1.3
04:00 PM
672 188 2, 100
48,6 0,5 49,1
04;00 PM
182 52 1 50
1
1.8
0,625
0.923
.
.
.
.
.
.
JRH Transpo,rtation Engineering C1 7
Date Received' 11.-l1-0
Planner: .I\l--
I
2006 TURN COUNTS
I
File Name : GatewaLN_DrivewaLPM
Site Code : 00632000
Start Date : 08/22/2006
Page No 1
~" Cirou~Pr)nle6.Cars._nut..'lt~&Buses ,~_.. _,__'_ ~__~____ ... . ~
I" (i"l!;.'V-::,y ~lreel - ~'-I--. -- Gateway ~"rr;el-''''''~f North "~~~llprl...aw<IY - -II'
! 5'> Fro;l"}.!S!i!!!..-T';;::.----- ___,_,t1~,___ -[t;.,rO'!'I2!>,jl)~;lTC" I (~___f~"I-WeSi" __ --_~_~
~~~i!f.tJl~..;~.ig~~i~~hf!j~ :"':R~ds~p:~TotaIT .. T~r~,J e~_ ,:P:d~~l'P-~TQ@L-~-13.lg!~r L.e~" P'':~~>;~.!:?~.:r;:l!ciJ;; 'lliCrl.>fU4ll,
F}JC1o.LL-. L!J~r9; :1.0), _ ~, , ,LV,! . 1.u,I__ ._k(,O) ",.', ~,I- 1.U'1 ..._f'.U.L~ ~1,V.': t ,I
'-,(j4:5d:p~, -"27'.' ;:j6~(j'""--'""243' ,- -f51' ,9 -3- 'i'];gT -:11 .5' 0 80,;- 1-,92
04:15 PM 42 231 0 273 167 20 1 188' 10 58 1 69! 530
04:30 PM 80 215 0 275 179 17 2 198- 12 50 4 65:, 539
:04:45 PM 45 227 0 272 156' 15, _ ,_ 2 It:! 16 V1," 1 ,,",! 510
Total 11,1' ~~: 0 ~i56~',i 6~9""- 5~:8~ -r_~~f--6?- 212 .fF ~?8~M ~'191,1'
I
I
I
61 236 0 2971 184 17 3 204 ;. 21 44 2 67! 568
60 252 0 ' 312'1 200 22 1 2231 16 55 0 71 ; 606
64 215 0 2791 182 23 1 206 ! 15 43 1 59 544
81 199, _lL ' 280'-___.1 E;9~ 16 0, ~:B5t3~ ~'b 0 63 :n~b
26b: ' ^9U2; 0 "1',,58'1 735', 78 5 ~inrli--6T ?90.' 3 260 '22'lu"
440 1791 0 22311 1394 139 13 15461 129 402 9 540 4317
19,7 60,3 0,0 90,2_ 9,0 6,8 23,9 74.4 1.7
10,2 41.5 0,0 51,7 32,3 3,2 03 35,8, 3,0 9,3 0,2 12,5
05:00 PM
05:15PM
05:30 PM
I ~05:~5;PM,~
~~ - ~-Total
Grand Total
Apprch %
Tota/%
I
Ir-.------ .,~.----~-. 1 G~~e;J~~;~et------ - ,1. -
'----Jlart.Tin'e,! 'Riqhll" ,Thr"-L:Pe'dS1ADP.d:.~fufr'Thrul
Peak fiour From 04:00;p,M to-05:45.PM-~~Peqhtof 1
, , 'nterseCticiri05:00 PM .." I
Volume 266 902 0 1 1 68 ; '735
I Percent 22,8 7}.2 0,0 : 89,9
05:15 Volume '60 252 0 312 i 200
Peak Factor "
High In!. 05:15 PM I' 05:15,PM
I Volume 60 252 0 312 200'
Peak Factor 0.936
Gateway,streeY---"---" ~rthC-MaiiDi1~ve')wy -.o.-.c..~l
'r:-fom3iil.JftI- _~-'_ _ .1,. __._From,WetL_.. ....,.....1.
L.ftcr.=PedSl~p~l'o~~I_ Rlohl i '_afl '-P;,Os l,fiw.,rG'~~II, _':T~'::;~I:i";
I ,
78 5 616 r 67 190 3 260 I 2246
9.5 0,6 ,i 258 73.1 1.2
22 1 223'16 55 0 71, 606
I 05:15 f.'M ,!0927
,
22 2231 ' 16 55 0 711
0,917 0,915 !
I
Peak Hour From 04:00 PM to 05:45 PM - Paak 10f 1
By Approach 05:00 PM '
Volume 266 902 0
Percent 22,8 77.2 0,0
Highln!. 05:15 PM
Volume 60 252 0
Peak Factor
I 05:00PM '04:00 PM
1168 735 78 5 818' 62 212 6 260
; 89,9 9,5 0,6 22,1 75,7 2,1
I 05:15PM 04:00pM
312! 200 22 223 24 56 0 80
0,936 ,; , 0,917 0,875
I
I
I
I
I
I
I
I
JRH Transportation Engineering
. Date Received'
Planner:
C2
\;;1.,-1(--01
frL.,
I
2006 TURN COUNTS
I
File Name : Gatewy Oakdale PM
Site Code : 00031500 -
Start Date : 08/23/2006
Page No : 1
I - - i '._""'~~"'Giifeway s~i_eii(~""-~C""~---i9rou~[inted- ~6ik~;~~~<~_~,~~e.!.- - ....T.,_m--_.-GaleWay_~l~T.-'n... . . ~-1
i,.....,___._.....~.:,.-:..,-.i .-:_ _5_(~ ,F!Drnl~rtih I'.~:;;-....L-..~~~~....._~ F:nm.~ilr.l '~r; M_.J~ tJ;!} _;~~J1,'-~...~_..,~ ,11".__ .o.!. _,..._._'..,
'1'_, ... .S,ta!l:Itry1)l;:L~lml",Lc_... lef,.=,g~9,"~~E~P~,~!.Qt,'rJJL, _;B!9tu:.l,!. - ,=J~,'.t ~- .-F.\:idS,;;~}I.JTOlall_J1!gl,'t! 'Thrti1f~f..~edS.i, ADD, r;jla',G~ 'lI:li,:To,ta, LL
,FaclQrL '1.Q.J 1'0<1 1,0., 1.Q'll,O-'IUl4 ,- -, '1.0.1 1.0', lilll ,- -'" ";',- _,
1-- 'g:.~'~~' ~~~;'-~i~=-g'-~Itg,'~ "Tf Y ---g .~. -- ~~' :;- ~~~'.---:--r ;~; IUt
04:30 PM 182 24 0 2061 24 16 0 40 '15 150 . 3 168 414
04:45 PM 209 36 0 2451 23 13 , 0 36 6 177 3 186 467
.. ____.0._.." _"." ......_..___..___ _. __"_"''''-'''_''-''."._";...".~._".._,,,,__.___.__ _'~-.'C_''-'''___"__. _.. ~.,"__.., _
I Total 826 113 0 939 i ' 64' 48 0 132! 47676 ,9 732 1B03
05.00 PM 164 32 0 226 lB B 0 26.1 15 177 4 196! 448
05:15 PM 222 28 0 250 :l2 7 0 391 ,18 167 3 18B,' 477
05:30 PM 210 22 0 232 27 14 il 41.f, 1,1 168 4 1B3! 456
05:45,PM i!l9:! 32., 0, 23.1, io ;~u, Q, 351_.11__E1-..-........L....,.....:;:..YlZ/ _-~5..
Tolal ~?5' ~4"- ._""O---~3;11 103 -, ;J9' -'0 '142 I: 5~ , (i83: . '): ' ((;:11 "8,35.
I
I
Grand-Toial
Apprch %
Total %
1651
879
45A
227
12,1
6.2
o
0,0
00
1878 [
51,6
187
6B,2
5,1
B7
31,6
2A
o
06
0,0
2741
75 [
'105
7,1
2,9
1359
915
37.4
22
15
0,6
14861'
i
40,B,
3638
.1 I -G~~~y);~re~t-~_..;e~_k-C"':.' l' ., - -~Oa~d!le; """-c:-'.c._'-'-~;-~-t-'---G~leWa!Street I
I I ,,' m,-ro~f)NQr1h 'm_ , -~, '" ,,' "-,ornt:ilSI::,,, ,"" .~~--~~ "",:rnm,:;.OLf{fl._ _ ,,':.'~--:-"_'-
:~--=----Start:nmB ]::Thf.~J --le;lj':;'~.cJ.!tli~p~To(nl:r: "RI9!l!L ~f[[:f~a5:r:bTi~~T,Qj~T.J2f?iliP ::fll7l[;~-:I~~Q~Li.:~~~.7~~lJ;~:\~_I!11~JIfu-;
Peak HourF(o.m04~OO PM,\t.l 05:45!?tI/i -"Pea!-\ 1'01 1"'.
. m - Iniersec~or,'.--ir4:45'PM .:~. ,-.. I 1 1
Volume 835 118 0 953 100 42 0 142 5Q 6B9 14 753.1
'Percent ,B7,6 .12A '0,0 70.4 29,6 0,0 6,6 91,5 1,9
05',15 Volume 222 26 0 250 32 7 0 39 18 167 3
,Peak Factor ! .
High Int. 05:15 PM I 05:3D PM
~~ m ~ 0 _i II
Peak Factor '0,953 J
1648,
I
41
0,866
05:00 PM
15
lBB] 477
',0969
I
14
o
177
4
196 i
0.9601
Peak Hour From 04:00 PM to 05:45 PM - Peak 1 ,of 1
By Approach 04:45 PM I 04:45 PM 05:00 PM
I Volume B35 118 0 953, 100 42 0 142 58 6B3 13 7541
Percent 87.6 12.4 0,0 ! 70.4 29,6 0,0 7.7 90,6 1,7
High Int. 05:15 PM 105:3DPM 05:00 PM ,
Volume 222 2B 0 250 I 27 14 0 41 15 177 4 1961
I Peak Factor 0,9531 0,866 0,9621
I
I
.'
I
I
I
I
JRH Transportation Engineering C3
I.
Date Received:
Plari,ner:
\1:\1-oJ
I\l---'
-
~
;U
I
-<
"tIO ill
or a ~
__.::1 <D~-g_
----'::J,.'.--------;:1.'--
CD ~ ~
:""! CD g
fa
~.
F!-
f -0
-..) ..
,
~
-->
\
(:>
----"
-
Gal!>way NOt1h Drivewav
ISlreetNam"
,
I rime
,
,
,
,
,
,
,
,
lI-'eaKVO!Ume
l!-'eaKHOU,f-actor
Growth Rate
Year 2007 Vols
YM(2008Vols
GalewavSouth Driveway
IStreetName
~im"
,
,
,
,
,
f-
,
~akVQIUme
Le2aKHou'raclO'
GrowlhRate
Yea,2007Vols
Year 2008 Vols
-
IRiahl
400PMI
4:1~ PM"'
4:30PMI
::~:~l
5;15 PM'~
tI:~I-'Mj
t>A"SPi'vll
IRioht
4;OOPMI
4'1~PM
4:~OPMI
::::::i
f>'lt>PMI
5,:ii5PM!
":~-o"'MI
-
-
-
-
-
-
-
8122/2006
Gateway I ~Il"'ad\ I J ApproaCh.. G"leWa;{
Southbound To!.>1 J WestboUn<l . TOlal) Northbound
Ilh'U ILeft HLahl IThru Jlett HKlh! JThru ILefl
21 ~lb OJ 243J 0"1 UJ OJ UJ OJ l:.i,
~~j, ~3,:1 UJ U31 01 OJ OJ ~. OJ 16{)
W LJ OJ 2"!5J UI 01 OJ OJ 01 1791
451 22iJ UJ 272.' 01 uj UJ UJ oj 155
6!1236 UJ ~YI} 0'1 UJ UJ OJ UJ 1114-'
6[]1 '2b~J UJ ~121~ -01 .UJ m UI UJ 7ll!ll
1;41 '~1:>1 U} ~f9J 01' , OJ OJ O} 0) 1821
~I:i(:; 811 9U~1119 0 UI 1H;8~8UI' U _UI ""I " "I U UI 0 'UI 13!,1~1
uii . U.8!! #DIVIUI U.94 "ulvioi IlUIVIU' "UIVIUI "UIVIUI I "UIVlUI ().Y~
2.00%
'"
m
2.00%
",0
'"
Gatewa~
~oulhboUf]~
JThru JLetl
39.1 1901
471 166
(-JI 11;4"1
45 170)
:~l ~:~";
59; 119j
titil 1::>91
~~4 I ti~~ 20
0,89 I 0,8~ 0.83
2.00%
""
'"
2.00%
""
'"
Gateway at Oakdale
ISlreetName I Galewav
L ;;outhbo':;nd
(-rime Riohl JThru }Left
: 4'00 PM) ~) ~~~I
I ::55~~1 oJ 1821
I 4:45PMI OJ 2_091
I (iOOI-'MI OJ - 1941
I 5'!..5PMl O'L 2221
I ::>,3QPMI 0'1 2101
~ t>:ibPMI O't 1!1!l1
Peak VOlume ' 0 I 8~:> I
Peak Hour reCiOf I #UIVIUI I U.9~ I
GroWlhRate
Year 2007 Vols
Y"ar2Q08Vols
en
~
>D
5'
ro
~
5'
>D
2.00%
o
o
2.00%
'"
'"
2,00%
o
o
2,00%
1191
1215
2.00%
o
'0
2,00%
o
o
2.00%
o
o
2.00%
o
o
513112006
J Approach I Onftwood villa Aoarlm""ls 1 Approach I
Total I We!<tbound Tolal J
I;'lflht "IThill .ILeft Klohl
'j 2~'!.J 7.1 01 5 12)
5 218' 0_1 01 41 ~
5 24:; 1.1 01 6_ f)
4J 21" 2.1 11 1} 4J
b) 210 '.1 Ut 1) ~
4} 257 21 11 ~, 5} 41
4} 18, .1 01 l' 2} til
81 ~,~~ZJ1 U~U 01 U:J ~I O~~ Oi 01~ JI 01~ 01
2.00%
"
"
I Approach,.
I''',' j'
Klaht
261 228
2il ~501
2~ 2061
35} 24~
~~l ~~~)
i ~~~}I:
114 9J9
0.119 0-"""
2,00%
'"
'"
2.00%
""
""
2.00%
,
,
2.00%
,
.
liakdala
W,,"lbound
IThill jLeft
18 01
~:"I ~:
2jl 01
III ut
~~I 01
271 UI
~l:il 01
lOJ I U I
\.\,81.\ 1 #\>\'J1\.\1 1
2.(10%
'"
on
2.00%
'"'
'"'
200%
o
o
2.00%
,
,
2.00%
"
"
8123/2006
"
lUll
JAPi::;Chi
Riahl
1O} 2~
91 2~1
15} 401
1JI ~~
Il} 26
7} 39
14} 41
'"I Jb
142 51!
iiEr U.lll.
Gateway J ApproaCh'
Northbound Total'
IThru IL"ll .".orit
14'1 166 OJ lac
',~'I 1l!~ 01 19~
" 150" OJ 16':
l:il 17il OJ 18,
11)1 1/{1 OJ 19"
liifl UI ll!e
1681 O} nf
1111 Ul 180
~~~ I #D;~1U1 ~:~
Eastbound J
IThru )Lefl
UI UI 01
01 0"1 0'1
01 0"1 OJ
01 0"1 UJ
01 u"l OJ
UI \)', (
01 i:
"U~lo!OIIlUI~lUi I #U~I:!l
2.00%
"
"
2.00%
'"
'"
2.00%
"
o
Gatewa1
Northbound
Ilhfu ILell
it nil
il 1261
m ',~I
~,\ '"
" 1::111
nil
5O}~11'
o,il'r
2.00%
"
"
'"
2.00%
"
'"
I APPfOaWj
) Tolal
_ KICht
91 166
20} 18~1
.n) 1%)
15 171)
1/1 ~01l
~iJ 22iJ
2JJ ZU~I
"I '''I
(II tiB
U'II!>" \.\,9~
2.00%
'"0
'"
2.00%
""
"
-
-
North Mall Drivewav
Eastbound
IThru }Lctl
24 OJ
10) OJ
"I OJ
ll:i OJ
_Zll UJ
161 01.
1:>' OJ
>>, "I
bl ' .0
118U l"#oi\/lO!
2.00%
""
""
200%
""
"
2.00% .
o
o
I ApprOlJCh I Gateway Mall South Drive J
J Total J' Easlbound
KI<1ht JThru I'.'
19} 1~1:i 52J 1 50}
~~ ll:i~J 48 1~1 39}
46.1 1BOI 50] 01 ~.l
'~I:iJ 151'1) 36 47}
~o, 1Ml 39) 391
~~; ~~~~ '-~~J OJ uv.;,,~~)
130241 649 lObi 14B'J1>1 ' "I ;'~'3.t>3'
0.79 0.95 1.\.93 \l.~tI U.B{; I
2.00%
""
",
2.00%
'"
'"
2.00%
eo,
no
2.00%
"
"
-
,1 "pp'oacnl
Total I
J
'"I
"
"J
~I
7i1
"J
"I
"/.;,{
if90
56)
"
,"
"J
"I
55}
4~
"I
''"
0,l!1:i
2.00%
'"
'"
-
-
15-mln
"m
'"
S~8
m
'"'
5l:iJ
'"'
~,
::'~l!
l~Jl!
0,~2
Hour
Volume
2u~U)()ta5:00
2131 ~:1!)tob:15
220B f:30t05:30
2217 ~:45to5:45
U~5:00to6:00
':1~tol:i:15
0:30 to 6:30
Hour
Approach ,
Total , l~.mln Hour Hour
J ,"m Valume
103J '"' 1953 ~
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'~l ,~ '9~\:3Cl\<>5:3(l
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"I 432 \JU"95:30106:30
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APprOaCh]
Tot,,1
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Volume
1,94
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1793
11134
Hi;'"
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4:00 to 5:00i
::~:~ ~:jH
~c45 to 5:45
,:00 t<> (:;:0"'0-
5:15106:1,
5:30 to 5:30
-
-
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interseC~Dn G.lowavM311,ntem.lr<Nl<I.tB.nk Counltakon g~5I200r
"~, ""Oft,.o" Alloroaol\ ~~, l""om.oI\.",,,.,,.n "~~ ""'
'" "f" . 10"" "TI"t t<'~n' I~"" ""Y' ""'" I" >urn Vo~me'
l1A~ . 1..DO " '" ;>fl ,00 U ,."" '.0 114~ .2.4.
12:00 ID 12:15 , " ", " . H,=< :<'" 12:00 . 13:00
12:15 . 12:30 " , " "bf 12:15 . \3.15
12:30 . '.:45 " '" " " '" '" 12:30 . ,,~
1N5 . 13'00 ~ ~ " zU' " '" "' ,.. 12:45 . 13:45
13.00;to,13:\5 m " " " " " '"" m 13.00 . ,"00
13.15 ID 1330 " " " '" " ,," 403 13:15 . 14:15
13.30 . 13.45 .- " " " " " '" '"" 'HI 13:30 . '4'30
1345 . 14'00 W '" , '" " '" a " 13.45 ID 1445
1400 . 14;15 " '" "" " '" '"
'.:15 . 14:30 " . , , " " " '" " ,,'"
14:30 ID 14:'5 '" '" " " , , '" '" , "' " " , ,
~""VOlume " " , '0 '" W, ~J '"" , " '" 00
Peak Hou, F.<"" 050 on ""' , 'DtvlO' , "'" "" U"~ D."' UM "" 0.'" , #LJIVIO' , Utib ""'
intersect;Dn Gatewa, Mall ,"lam.1 rnadatB.n~ COoJn''''k.n 912512007
liour ~outh"ooo" ~"- We''''''"'''' '.AO~:~ NMno<>unO ':"'~~:C" ~'''O<Iuno AI'I""",on j:,o.-m,n ~"' I ".,
'Orn "''''hI i;'"" '"" """,,' ce" ,- "';'" '"" """'" '.; sum Volume
lo:JU ID '5:45 '" " , 1:< n '" """ '''''" '" ,".""
1,.45 ID '6:00 " " " , " .... " '" '" "' '" 15:45 '" 1645
16'00 . 16.15 :In " , '" " .. " " "' ,., 16'00 " "00
16.15 . 16:50 '" '" " , '" u 1ti " " " w, ,,' 16:15 '" 17.15
'6:30 . '6'45 '" jl , , , U '" '" U U .. '6:30 '" 17.30
'6:45 " 17:0D " , u
17.00 . 17:15 '" , 0 , , " '" '" '" " "'
11.\5 ID 17.30 " '" " " , " , . " " " " " '"
~o..vcl"mo , ,~ , '" " , , '" "' '" " '"a
Pe.. Hnu, Fac'or U.'U U.tlU U.;a U."' U.," ,..c5iiiA" , U.JU Uob "" "" '" O.~, U." " ~~ "'" ,'iU.'"
intersection G.",,,.,Maiin'omalroad.'B.nk C"',"lIa,.n 912612007
Ho", ""'"t"OOuM 'Ao~;::" We,""'"n" ';""7::~ "n;~:c-" An;;.;;"'I:'::: v:=.. I "00'
,"rn ";'" lo" ,"rn ",ah' le" "'r' '"it'
1b:JU " '.;4~ " ." " .,,, '" WJ ,,"a la:"" " ","u
16.45 ID 17.00 " 3~ " '" , "' . , , "' '" , 16:45 '" 1745
1/:00 " 17;15 " " " " "' '" TJ , '"H M" 17.00 '" 18.00
11.15 . 11,30 '" '" '" " 4:1 '" '-J "' '"., 17;15 '" 18.15
1/:30 ID 11;45 '9 '" , " " " .' ''''' IUD '" 18.30
H.45 ID 18:00 " " u " " 1145 ID la'45
16-00 . 1a'15 .,~ .,~ " " ." "" 'R'OO '" woo
16:'5 . 1a'30 m 7:l n '" '" , , t:<
18.30 0 18:45 , " " , , " "' '" ,. ~
18.45 . 19:00 , " '" " , '" " '" , " "
~..'Vc'"me . 131 ,.. , , " " '" '" '" ~ " ,1%
Peak Hcu,F.clc, U.'U U."" U..' "" U.,' "... Il.'" U.., ,
G",,,,thRate 2.0D% ,~ ,~ '00' 2.00% '00' 2.00% 2.00% ,~ 200% 2.00% 2.00% 2.00% 200% 2.00%
V....200aVcl. . ,. " -152 0 , . " ~ '" . m " , "
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JRH Transpo:rtation Engineering C5 1
Date Received: \ '2..,\1-0
Planner:
I\V
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F N GIN [ [ It .s
PROIFer MANAGER
" I ANN E R S
A?J~_\1~=X ~
SYNCHRO OUTPUTS
YEAR 2007 ANALYSIS
I~
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Date Received: \ J ---~ l-Dr J
Planner. ~
V\Jlll ."~l (lR7.1nKI IA,,"41.34S.(I)'1'1 I\'fl\ JRII\V~I).Cl1M
-I 7 (, 5 V I I I 1\ GEl' LA Z A L U 0 r S LJ I T r 1 nIl lJ lJ I Nil) R 1- G l) N 'l 7 -t 0 I
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JRH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
/ .. '\ t -1- .;
10/1/2007
NSL
'I
1900
175
1
4,0
50
o
,15,
1.00
NST:
tt
1900
SST
tt
1900
SBR
r'
1900
400
1
4,0
50
o
I:)
1,00
0,850
Lane Group-
Lane Configurations
Ideal Flow (vphpl) ,
Storage Length (ft)
Storaqe Lanes
Total Lost Time (5)
LeadinCl,Detector(ft)
Trailing Detector (ft)
!turninqSpeed (mph)
Lane UtiL Factor
Fit
Fit Protected
Satd, Flow (prot)
Fit Permitted
Satd, Flow (perm)
Right Turn on Red
Satd:, Flow (RTOR)
Headway Factor
Link Speed (rTlph) ,
Link Distance (ft)
~ravel'nme (5)
Volume (vph)
Peak Hour FaCtor
Adj, Flow (vph)
!:-ane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phases
Minimum Initial (s)
Minimum SpliUs)
Total Split (5)
!total Split (%)
Maximum Green (5)
;Yellow Time (5)
All-Red Time (5)
Lead/Laq
Lead-Lag Optimize?
:Vehicle Extension (5)2,0 2,0
Minimum Gap (s) 2,0 2,0
!time Before RedUce (s~()~O,O
Time To Reduce (s) 2,0 2,0
Recall Mode Min Min
Walk Time (s) 5,0 5,0
Flash Dont.Walk (s) 20,0 20,U
Pedestrian Calls (#/hr) 3 3
Act Eltct Green (5) 14,9 14,9
Actuated g/C Ratio 0,29 0,29
v/G:Ratio 0.44 _ 0, 16.
Control Delay 21,1 5.7
ESL
'I
1900
o
1
4,0
50
o
15\
1,00
EBR'
r'
.1900
115
1,
4,0
50
o
I:)
1,00
0,850
, "J,
4,0
50
o
4,0
50
o
0,95
0,95
0.950
1770
0,950
1770
0,950
1770
0,950
1770
1583
3539 3539 1583,
,
3539 ,3539
1583
Yes
85
1.00
15B3,
Yes
304
1,00
1,00
35
538
10,5
912
0,82
1112
1112
1,00
1,00
35
827
16,1
722
0,92
785
785
1.00
30
147
3,3
194
0,86
226
226
271
0,89
304
3U4
Perm
68
0,80
85
85
Perm
80
0.85
94
94
Prot
5
2
6
4
4 6
4 4 526 6
10,0 10,0 4,0 11,0 11.0 11,0
,29,5 29,5 8,5 20,5 29,5 29,5
29,5 29,5 15,0 44,5 29,5 29,5
39,90/0 39,9%20,3%-60-:-r%39,9"lo-39,9%
25,0 25,0 10,5 40,0 25,0 25,0
4,0 4,0 4,0 4,0 4,0 4,0
0,5 0,5 0,5 0,5 0,5 0,5
Lead Laq Laq
Yes Yes Yes
2,0 2,0 2,0., '2:0
2,0 2,0 2,0 2.0
0,0-:--0-:0-0-:-0 0,0
0,0 3,0 3,0 3,0
None Min Min Min'
7,0 7,0
18,0 18,0
5 5
7.7' 27,6 21.-1 21.-1
0,140,540.410.41
0-:-38-0-:-,4'1-0'77' 0,37
29,6 7,6 20,0 3,7
"
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L TD Station _Gateway Mall
Existing Conditions-Year 2007
Page 1
JRH Transportation E~gineer~ng D1 \7; l1-o7
Date ReceIVed.. '
Planner: j'Il/
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JRH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
/ " '\ t
Lane Group , EBI:"""'!:-BR' NS"LNBT
f;lueueDelav------ ~-b,b-'-o~O--i-O,O- - 0,0
Total Delay 21,1 5,7 29,6 7,6
LOS CA C A
Approach Delay 16,8 10,0
~pproach LOS B' A
Intersection, Summary ,
!\reaT~;pe;T --'(5ther----
Cycle Length: 74
Actuated Cycle Lenqth: 51,5
Natural Cycle: 70
r:;ontrol ,l'ype:' Actuated'Uncoord i nated
Maximum v/c Ratio: 0,77
,Intersection Siqnal Delay: 14,3
Intersection Capacity Utilization 50.4%
i'\nalysisPeriod (min)'15
~
~
SBl; SBR'
-0,0 - 0,0
20,0 3,7
B A
16,5
B
Intersection LOS: B
ICU Level of Service A
Splitsand Phases:
I t "2
1441S'8
1,\ 1'15
t151s
2: North Entrance & Gateway Street
-t ,,~
II! 11' I 19,5IS
1~'5'::'
L TD Station_Gateway Mall
Existing Conditions-Year 2007
10/1/2007
'" .,
.1
---:--l
- "
I
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JRH Transportation Engineering DJ 1
I;:) -\ [/0
Date Re<;eived:.--L->'>-
Planner. Jt1...--'
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JRH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
/ "). .... t +
Movement, " >EBL EBR NBL
, Lane Configurations ~ ~ ~
Ideal Flow (vphpll 1900 1900 1900
Total Lost time (s) 4,0 4,0 4,0
Lane Util. Factor 1,00 1.00 1,00
Frt 1,00 0,85 1,00
FItProtected 0,95 1.00 0.95
Satd, Flow (prot) 1770 1583 1770
Fit Permitted 0,95. 1,00 0.95
Satd, Flow (perm) 1770 1583 1770
~cilume@)h) --~~-194~-::68--- ~80-
Peak-hour factor, PHF 0,86 0,80 0,85
:A,dj, Flow (vph) 226 85 94
RTOR Reduction (vph) 0 61 0
Lane Group Flow (vPh) 226 24 94 '
Turn Type Perm Prot
Protected Phases ' 4 5
Permitted Phases 4
Actuated Green, G (s) 14:3" 14,3
Effective Green, g (s) 14,8 14,8
Actuated glC Ratio 0.28, 0.28
Clearance Time (s) 4,5 4,5
~ehicle Extension (s) ;<,0.2,0
Lane Grp Cap (vph) 497 445
v/s'l,atio-Prot cO,13
,
vis Ratio Perm
~iC'Ratio
Uniform Delay, d1
Proqression Factor
Incremental Delay, d2
Delay (s)
'Level of Service
:A,pproach Delay (s)
Approach LOS
OA5
15,6
1.00
0.2
15,9
B
15.3
B
Intersection'::>ummary Y
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c . Critical Lane Group'
L TO Station_Gateway Mall
Existing Conditions-Year 2007
4,3
4,8
0,09
4,5
2,0
161
cO:05
0,02
0,05
13,8
1,00
0,0
13,9
B
0,58
23,0
1,00
3,5
26.4
C
13,0
0:64
52,7
.50.4%
15
.;
NBT SBr-sBR
tt tt ~
1900 1900 1900
4,0 4,0 4,0
0,95 0,95 1,00
1,00 1,00 0,85
1,00 1,00 1,00
3539 3539 1583
1,00 1,00 ,1,00
3539 3539 1583
722--ilT2-271 ~~,
0,92 0,82 0,89
785 1112304
o 0 182
785, 1112122
Perm
2
29.4
29,9
0,57
4,5
2,0
2008
0,22
.20,6
21,1
0.40
4,5
2,0
1417
cO,31
0.3il-0-:-78
6,3 13,8
1,00 1,00
0,0 2.7
0.4 16,5,
A B
8,5 15,2
A B
6
6
20,6
21,1
0.40
4,5
2,0
634
0,08
0,19
10,3
. 1,00
0,1
10,3
B
HCM Level of Service
Sum of lost time (s)
ICULevel of Service
10/1/2007
I
~ _~,~' ----~_~ml
I
B
12,0
A
.1
Page 3
JRH Transportation En,9ineering 03 1
\ 1-ll-0
Date Receive(L .
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JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
f ~ t ~
Lane'Group - ','
Lane Configurations
Ideal Flow (vohpll
Storage Length (ft)
ptoraqe Lanes
Total Lost Time (s)
,Leadinq Detector (ft)
Trailing Detector (rt)
~urninq Speed (mph)
Lane Uti I. Factor
Frt
Fit Protected
Satd. Flow (protl
Fit Permitted
Satd, Flow (perm)
Right Turn on Red
Satd, Flow (RIOR)
Headway Factor
,Link Speed (rnph)
Link Distance (ft)
!travel Tirne (s)
Volume (vph)
Peak Hour Factor
Adj, Flow (vph)
Lah'eGfoup Flow (vph).
Turn Type
Protected Phases
Permitted Phases
Detector Phases
Minimum Initial (s)
Minimum Split,(s)
Total Split (s)
[l'otal Split (%)
Maximum Green (s)
!fellow Time (s)
All-Red Time (s)
Lead/L'lQ
Lead-Lag Optimize?
Vehicle Extehsion(s):
Recall Mode
WalkTime(s)
Flash Dont Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated q/C Ratio
v/c Ratio
\OontrolDelav
Queue Delay
ifotafOelav
LOS
, WBL
"i
1900
o
1
4,0
50
o
15
1,00
WBR
~
1900
o
'1,
4,0
50
o
9
1.00
0.850
0,950
1770
0,950
1770
.N8T
tt.
1900
0,95
0,988
1583 3497
1583
Yes
04.,
1,00
".
1,00
30
300
6,8
40 105
0,92 0,92
43 114
43 114
custom
3497
1.7
1,00
35
593
11,6
697
0,92
758
822
8 8
882
5,0 5,0 5,0
32:032.0 24,0
32,0 32,0 24,0
57,1% 5701% 42,9%
28,0 28,0 20,0
4,0 4,0 4,0
0,0 0,0 0,0
1,5' . ,1,5
None None
7,0 7:0
21,0 21,0
5 5
11,8 11,8
0,19 0,19
0,13 0,32
. .10,7 7.6
0,0 0,0
'Iu:r-I,t>
B A
L TO Station _Gateway Mall
Existing Conditions-Year 2007
,.. ;
3,0
Min
8,0
12,0
,13
40,6
, 0,67
0,35
6,6
0,0
t>,t>
A
NBR
4,0
50
o
1900
o
o
4,0
9
0,95
SBL
"i
1900
120
1
4,0
. 50
o
15
1,00
10/1/2007
\.
~
SBr
H
1900
I
4,0
50'
o
.1
'0,95
0,950
o 1770 3539
0,216
o 402, 3539
Yes
2
1,00
1,00
.' .~
1,00
, .'35
827
16.1
864
0,92
939
939
.1
59
0,92
64
o
116
0:92
126
126
Perm
6
1
.1
6
6 6,
5,0 5,0
20,5, 20,5
0,0 24,0 24,0
0,0% 42,9% 42,9%
20,0 20,0
4,0 4,0
0,0 0,0
3,0 3.0
Min Min
1
40,6 40,6
0,67 . 0,67
0.47 0,39
20,5 7,1
0,0 0,0
2U,5 7,1
C A
Page 4
JRH Transpqrtation Engineering D4
, Date Received: l7 .......ll~D7
,
Planner. /\L--
JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
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Lane'Group
ARproacti Delay
Approach LOS
,WBC
,------8,,4'
A
WBR-NBT
6,6
A
NBRSBL " S8T
- ,- -- - --8'6-T --"
A
Intersection Summary
Area Type: Other
Oycle Lenqth: 56
Actuated Oycle Length: 60,5
.Natural Cycle: 60
Control Type: Actuated-Uncoordinated
JY1aximum vlc Ratio: 0047'
Intersection Signal Delay: 7,8
rntersectionCapacity Utilization 41, "fv;o
Analysis Period (min) 15
Splits and Phases:
~~1s:' _"
1+'" 06
.24;s
Intersection LOS: A
,CD-Level of-SerVice A
3: Oakdale & Gateway Street
I
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LTD Station_Gateway Mall
Existing Conditions-Year 2007
10/1/2007
s
- I
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"-~ ~
T
. i\
Page 5
JRH TransP9rtation Engineering 05 -1
Date Recelved:_12 -I 7-() I
Planner:
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JRH TRANSPORTATION ENGINEERING
3; OAKDALE & GATEWAY STREET
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Movernent
Lane Configurations
Ideal Flow (vphpl)
Total Lost time (5)
~ane Uti!. Factor
Frt
Fit Protected
Satd, Flow (prot)
Fit Permitted
Satd, Flow (perm)
i"oluriie-(vph)-- -,
Peak-hour factor, PHF
1\di, flow(vph)
RTOR Reduction (vph)
Lane Group FloW (vplih
Turn Type
Protected Phases
Permitted Phases
A'ctuated Green,;G (s)
Effective Green, g (5)
1\ctuated Q/C,Ratio
Clearance Time (5)
~ehicle Extension (5)
Lane Grp Cap (vph)
Vis Ratio Prot
vis Ratio Perm
Vie Ratio
Uniform Delay, d1
RroQression Factor
Incremental Delay, d2
Delay (5)
Level of Service
~pproach Delay (5)
Approach LOS
WBL'
'I
1900
4,0
1,00
1,00
0,95 .
1770
.,0,95
1770
40
0,92
43
o
43
}:
8 8
,11,0 11,0
",0 11,0
0,.19 0.19
4,0 4,0
1.5 '1,5
329 294
0,02 cO,04
033-0.21
20.1 20.4
1,00 1,00
0,1 0,1
20,2 20,6
C C
20.4
C
interseclion ::iurnm<lr:v,'
HCM Average Control Delay
FlC'M"/olume,to,Capacitv ratio
Actuated Cycle Length (5)
Intersection ,Capacitv Utilization
Analysis Penod (min)
~ . Critical Lane Group ,
L TD Station_Gateway Mall
Existing Conditions-Year 2007
,WBR
7'
1900
4,0
1,00
0,85
1.00
1583
1,00
1583
-"105
0,92
1.14
52
custom
NBT
tf>
1900
4,0
'0,95
0,99
1.00
3498
1',00
3498
697
0,92
..758
5
'402
40,2
'0,68
4,0
3,0
2375
0~23
0-:--34
4,0
1,00
0,1
,U
A
4,1
A
5.4
,oc35
592
,( 41,7%
15
'.
+
10/1/2007
,NBR SBV SBT
'I tt
1900 1900 1900
4,0 4,0
1,00 0,95
1,00 1,00
0,95 ,1,00
1770 3539
0,32 1,00
605 3539
59-'-1,1,6-864-,--,--
0,92 0,92 0,92
64 126 939
000
o 126, 939
Perm
2
6
6
,40,2 402
40,2 40.2
0,68 0,68 '
4,0 4,0
3,0 3,0
411 2403
cO:2f
0,21
U,31~0,39
3,9 4.2
1,00 1.00
0.4 0,1
4.3 4.3
A A
4:3
A
, "
HCM Level of Service
Sum of lost time (5)
ICU Level ot Service
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Page 6
JRH Transportation.EngiJl~ering 06 \ 1:1.J::P7
Date RecelVeq.-
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JRH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET
/' -+ " ~ +- '- ..,
Lane Group
Lane Configurations
Ideal FloW (vphpl)
Storage Length (ft)
Storaqe Lanes
Total Lost Time (5)
Leadinq Detector (It)
Trailing Detector (ft)
~urninq Speed (mph)
Lane Util. Factor
17rt
Fit Protected
Satd, Flow (prot) ,
Fit Permitted
Satd, Flow (perm)
Right Turn on Red
patd, Flow (RTOR)
Headway Factor
Link Speed (mph)
Link Distance (ft)
n'ravelTime (5)
Volume (vph)
Peak HoUr Factor
Adj, Flow (vph)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phases
Minimum Initial (5)
Minimum Split (5)
Total Split (s)
ifotal Split (o7c,)
Maximum Green (5)
;Yellow,Time (5)
All-Red Time (s)
Lead/La~
Lead-Lag Optimize?
WehicleExtensioh (s1
Recall Mode
Walk Time (5)
Flash Dont Walk'(s)
Pedestrian Calls (#/hr1
Act Elfct Green (5)
Actuated.g/C Ratio
v/c Ratio
Control Delav
Queue Delay
jfotal Delav '
LOS
'EBL' .EBJ "EBR' WBL
1900
o
o
4,0
'50
o
15
1,00
1,00
187
, '0,92
203
o
Perm
4
1900
0,953
o 1775
0,718
1337
,"0 -
4,0
50
o
l'
1900
o
1
4,0
50
o
9
1,00
0.850
1900
o
o
4,0
50
o
15
1,00
5
0,92
5
,0
Perm
WBT WBR
.;.
1900'1900,
o
,,0
4,0
4,0
50
o
1,00
0,858'
0,981
o 1t51
0,924
o 1649
1,00
4
1,00
30 '
198
'4,5
4
0,92
4
,13, ,
9
1,00
NBL
'I
1900
175
1 '
4,0
50
o
15
1.00
,NBT
tl<
1900
4,0
.50
o
0,95
0,997
0,950
01770-3'529
0,950
o 1770 3529
Yes
1,00
4
0,92
4
o
8
448
4 4 4, 8 ,8 -
5,0 5,0 5,0 5,0 5,0
.-- -------------
27,0, Lf,U Lf,U LU,O LU,:;'
27,0 27,0 27,0 27,0 27,0
38,0%.38,0% 38,O"io 38,0% 38,0%,
23,0 23,0 23,0 23.0 23,0
4,0 4,0 4,0 4,0 4,0
0,0 0,0 0,0 0,0 0,0
.2,0
None
5,0
18,0
5
LTD Station_Gateway Mall
Existing Conditions-Year 2007
1,00
1583
1,00
30
180
.4,1
1
0.92
1
204
4583
Yes
164
1,00
151
0,92
164
164
Perm
.4
''"'2,0 [0
None None
5,0 5,0
18,0 18,0
5 5
13.7 13.7
0:2~0:2-1
0.71 0,35
35,1 5.7
0,0 0,0
35,1 5,7
D A
1.00
133
0,92
145
145
Prot
5
'4
1.00
35
493
9.6
565
0,92
614
628
5 2
5,0 10,0
~,5 '23,0
0,0 14,0 30,0
0,0%,19,7% 42,3%
10,0 26,0
4,0 4,0
0,0 0,0
LeadLaq
Yes Yes
[0-3,0 '
None Max
7,0
12,0
6
8.4 41.4
0,13, 0.67
0,62 0.27
38.3 7,6
0,0 0,0
38,3 ,7,6,
D A
2,0 2:0,
None None
8,6
0,1:< '
0,06
20,3
0,0
20.3
C
t
~
'NBR
SBL
'I
1900
125
1
4,0
50
o
15
1,00
o
Yes
1,00
20
0,92
22
22
Prot
1
5,6
0:08
0,15
33,0
0,0
33,0
C
10/1/2007
'-..
+ ~
~BT SBR
H l'
1900. 1900
225
11
4,0 4,0
50 50
o 0
9,
0,95 1,00
, ,O,85~
1900
o
o
4,0
9
0,95
0,950
o ',f771i~39-----r583
0,950
1770' 3539,,1583
Yes
,260
1.00
I
I
239
0,92
260
260.
Perm
I
6
166
5,0 10,0 10,0
9.5 30,0 300,
14,0 30,0 30,0
19.7% 42,3% 42,30}.i
10,0 26,0 26,0
4,0 4,0 4,0
0,0 0,0 0,0
Lead' La~ Lag
Yes Yes Yes
, 20 3"0--3:0
None Max Max
7,0 7.0
19,0 19,0
4 4,
33,0 33,0
0,53--0,53
0,37 0,27
13.4 3,1i
0,0 0,0
13.4 3,1j
B A
1,00
13
0,92
14
o
2
0,0
0,0%
1,00
35
593
11,6
645
0,92
701
701
6
Page 7
JRH Transportation Engineering D7 .1 -07
Date Received:. ~,:;L-1. '
Planner: ;'I:V
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JRH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET
10/1/2007
.J
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SBL
SBT' ,SBR
'~1Tf--l
B
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Lane Group
tlpproac!ibelav"
Approach LOS
EBL EBT
~22])--
C
EBR. WBL WBT
---- 20~3 u
C
WBR NBL
NBT
13~4 .
B
Intersection Summary
Area Type: Other
Cycle Lenqth: 71
Actuated Cycle Length: 61,9
Natural Cycle: 70 .
Control Type: Actuated-Uncoordinated
Maximum v/cHatio: 0:71
Intersection Signal Delay: 13,9
Intersection Capacitv Utilization 52,3%
Analysis Period (min) 15
"I
. .
.:
Intersection LOS: B
ICU .Level 'of Service A
Splits and Phases:
1\..,
I~S-~I
4: Gateway Mall Main Entrance & Gateway Street
t 02 -t. .4
30;$ _~l~' '_ -I 271$.~ ",.... j,l1iI!l..
~ 06 ~ 08
30 8..1;,: dj 11,ii1lli~ll".1 27JSl11l11i1i1"""""'''';''~~j''~,..I.,~", I
P ~41s111..~U~,~i.t ,1.1I,;,Hii,:J
L TO Station_Gateway Mall
Existing Conditions-Year 2007
Page 8
JRH Transportation Engineering 08 __ _ J
Date Received: 12 II [) _,u ~
Planner: Jr;:L,.-" "
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JRH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET 10/1/2007
...J -+ .. .- +- '-. .., t ~ '-. ~ ~
Movement EBL ' ,EBT ' EBR WBL WBT WBR NBV, NBT NBR SBL ,SB1 ' SBR
Lane Configurations 4 I' 4> ~ tf> ~ tt I'
Ideal Flow (vphpl) ,1900 1900 1900 1900 1900 1900" 1900 1900 1900: 1900 1900 .1900
Total Lost time (s) 4,0 4,0 4,0 4,0 4,0 4:0 4,0 4,0
Lane Uti!. Factor 1.00 1.00 1,00 1.00 0,95 1,00 0,95 1,00
Frt 1,00 0,85 0,96 1,00 1,00 1,00 1,00 0,85
,Fit Protected '0,95 1,00 0,98 0,95 1.00 0,95 1,00 1.00
Satd, Flow (prot) 1774 1583 1752 1770 3527 1770 3539 1583
Fit Permitted 0,72 1,00 0,89 0,95 1,00 0,95 1,00 1,00
Satd, Flow (perm) 1338 1583 1594 1770 3527 1770 3539 1583
;Volume (vptij 187~"';" -1- '151 5 , --4---4---133---565---- 13'~-20-645- -239
Peak-hour factor, PHF 0,92 0.92 0,92 0,92 0,92 0,92 0,92 0,92 0,92 0,92 0,92 0,92
Adi, Flow (vph) 203, t 164 5 4 4 145 614 14 22 701 26q
RTOR Reduction (vph) 0 0 134 0 3 0 0 2 0 0 0 124
Lane Group Flow (von) '0 204 30 0 10 0 145 626 0 '22 701 136
Turn Type Perm Perm Perm Prot Prot Perm
protected Phases 4 8 5 .2 h:r,',J"\^i1:" 6 I
Permitted Phases 4 4 8 6
Actuated Green, G (s) ~l, ,:.-.12,2 ' 12.2 12.2 70.2 40,6 1.2 ,34,6, 34,6
Effective Green, g (s) 12,2 12,2 12,2 7,2 40,6 1,2 34,6 34,6
Actuated q/C Ratio, ' 0.18 0.18 0,18' 0,11 0,62 0,02 0,52 0,52
Clearance Time (s) 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0
~ehicleExtension (s) 2,0 2,0 2,0 2,0 3,0 2,0 3,0 3.0
Lane Grp Cap (vph) 247 293 295 193 2170 32 1855 830
Y/S Ratio Prot cO,08 0,18 0,01 cO,20 I
vis Ratio Perm cO,15 0,02 0,01 0,09
VlcKallo - -- l),U:5 O~1S-0~29 06g::-0;38-();f~
U:b~ ' V:'IU
Uniform Delay, d1 25,9 22.4 22,1 28,5 5,9 32.2 9,3 8.2
Proqresslon Factor :1,00 1,00 1,00 1,00 1,00 1,00, 1.00 1,Oq
Incremental Delay, d2 18,8 0,1 0,0 13,6 0,3 39,1 0,6 0.4
~yj?) 44,7 22.4 22,1 42,1 6,3 71.3 9,9 8,6,
Level of Service D C C D A E A A
~p'proach Delay (5), 34,8 ,22:"1" 1To 10:9 I
Approach LOS C C B B
Intersection'Summarv
HCM Average Control Delay
HCM Volume,to Capacitv ratio
Actuated Cycle Length (s)
Intersection Capacity 'Utilization
Analysis Period (min)
C " Critical Lane Group
HCM Level of Service
15,9
0:53
66,0
52,3%
15
B
Sum of lost time (s)
ICU level of Service
12,0
A
j
l TD Station_Gateway Mall
Existing Conditions-Year 2007
Page 9
JRH Transportation Engineering D9 l c1
Date Received: \ -;)..-\ --0 J
Planner: j\L-
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SIMTRAFFIC OUTPUTS
YEAR 2007 ANALYSIS
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Queuing and Blocking Report
Existing Conditions-Year 2007 10/1/2007
Intersection: 2: North Entrance & Gateway Street, Interval #1
Movement EB ":':EB NB NB '1
Directions Served L R L T T T T R
Maximum,Queue'{ltj 110 66 ,105 141 131 310 287 91 .Il
-' . . . ....
Average Queue (It) 90 39 59 83 82 202 178 54
95th Queue (n) 135 70 120 ,163 158 ' '315 293 95 ~:, <
Link Distance (It) 90 750 750 510 510
!2lpstream BIKtime(~), '12, 0
Queuing Penalty (veh) 0 0
~torage, Bay 8ist (It) 115 ,175 400
Storage Blk Time ('!o) 12 0 0 0 0
Queuing Penalt((veh) '10' 0 0 0 0 , II
Intersection: 2: North Entrance & Gateway Street, Interval #2
MoVement
Directions Served
Maximum;!.lueuT(It)
Average Queue (It)
,95ftlQueu~(ft)
Link Distance (It)
Upstream SlKTimelYo)
Queuing Penalty (veh)
Storage Bay Dist (It)
StOrag;Bik Time ('10)
Queuinq PenallY"(veh)'c
SB
T T T R
172~~238'~234 87
71 132 113 44
: 13Y;--205 f94~75
750 510 510
Ii
R L T
70 ----:J40 ~'153
28 54 70
58 1 0'6------.-,2'8
750
L
:110 :>:'
77
f20-~
90
6
o
6
4:
o
o
.1'15'7175
000
0" 0'-0
,
'4
'Ir
400
Intersection: 2: North Entrance & Gateway Street, All Intervals
Movement
Directions Served
Maxlmum,Queue (ft)
Average Queue (It)
95ttYQueue(ft) " . '
Link Distance (It)
Upstream Slk'time-(O/~) .
Queuing Penalty (veti)
Storage, Bay Disf(lt)
StOrage Blk time ('!o)
Queuing, Pen~l!Y:,{Y:~b) ,
EB NB NB NB' SB sa
L R L T T T T R
f11:r-'77 7146'-175. ,183~3T9--;r8'S:-10~4 '
w w ~ n M 1~ 1~ %
--:-f25---:--;-(f2~--:"'1T()'-f3'a-143~247'--23'()-'81-
90 750 750 510 510
8 0
o 0
ff5'7175 4()0,
8 0 0 0 0
5-:-'~:-'0., 0 0 ---:-"0
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Date Received:
Planner:
\2-\1-07
fru
L TD Station_Gateway Mall
JRH
JRH Transportation Engineering
SimTraffic Report
Page 1
JRH Transportation Engineering E1
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Queuing and Blocking Report,"
Exisiinq Conditions-Year 2007
, Intersection: 3: Oakdale & Gateway Street, Interval #1
MoVement *,WB'" NB
Directions Served L R' T TR L T T
M5'ximuin Queue--@ ,59' 77 118 99 108 .159' 164
Average Queue (It) 30 47 54 45 54 50 60
95th Queue (It)" 63 81' 120 ,,,, , 98~,__ 110 146 164
Link Distance (It) 251 251 530 530 750 750
UpstreamBlk Time (%t --.-...,......-----.
- -
Queuing Penalty (veh)
Storage Bay Dist.(It), 120'
--- ----" ~~ -
Storage Blk Time (%) 0 1
pueuing Penalty (veh) .. " , 1 '1
10/1/2007
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Intersection: 3: Oakdale & Gateway Street, Interval #2
Directions Served
Maximum Queue Jill '
Average Queue (It)
95th'7diJeiJe@
Link Distance (It)
Opstream:Bik':tlme.(%)
Queuing Penalty (veti)
Stora~e Bay Disnli)
Stora~e Blk Time (%)
QueUlnq PenaltyjveFi) ,
'L, R T TR L T T
. 73 66'"'136~1':;r3~:1'~1'68, :".1"74 '
29 40 43 37 54 ,;37 45
'6~1~~-~1'06, 95.' 1'00 , 112~"""1'27
251 251 530 530 750 750
~ /'
'120
o 1
1 ", ,1,
, ,
" ,
,
"I
Intersection: 3: Oakdale & Gateway Street, All Intervals
Directions Served
Maximum,Queue (Iii
Average Queue (It)
95thQueuEJ:'(ti)-;-:-
Link Distance (It)
UpstreamBllrTirne (%) ,~' ,"
Queuing Penalty (ven) ..
S\orageBai[)isf(!!r"~,, j
Storage Blk Time (%)
Queuing Penal~=<yet\), "
WB,WB NB NB
L R T TR L T T
73 rr' -153-- --:133'-126-----:f8T'-180-
29 41 45 39 54 ,40 49
", 6i~69-7'f1'o-96"-1'63---,-fi1~37-------
251 ' 251 530 '530- 750 750
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JRH
JRH Transportation Engineering
SimTraffic Report
;', . Page f
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.J~f:l Transportation Engineering
Date Receive,d:
Planner: '
E2
/2-17-01
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Queuing and Blocking Report
Existinq Conditions-Year 2007
Intersection: 4: Gateway Mall Main Entrance & Gateway Street, Interval #1
10/1/2007
Movement, EB::::hI,WB NB NB Nfl.. :gB <3B" ...SB SB
Directions Served LT R LTR L T TR L T T R
Maxirl1um,<':lueue (ft) 141 ,71 46 139 134 121 95 '194 176 102
Average Queue (ft) 97 41 16 79 88 65 34 129 114 50
95th Queue (ft) J5l 74 48 136 154' 136 ~_.3.~~;_ 192 100 I
Link Distance (ft) 122 122 145 454 454 530 530
!!pstreamBlk Time (Z2) 5 ,:1
-_.."""--~,,.~-~.,~-".'
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 175 ,'125 ." 225 " "\: I
-~"._--
Storage Blk Time (%) 7 0
Queuih~PehaltYJ~J:1)r:' r:t.., 1"' 0 J
Intersection; 4: Gateway Mall Main Entrance & Gateway Street, Interval #2
:NB: NB', NB)N!i'SB'l"" SB SB S8
L TR L T TR L T T R
:46 ~36---T29----.,T6~7:f"--n33: 186--;-"ff5,
12 68 61 50 15 93 88 49
4o----rf7'-;-'T09-c----g7~52. .161',-" 165----:-92
145 454 454 530 530
Directions Served
Maximum Queue (It)
Average Queue (ft)
Q5th Queue(ft)-
Link Distance (ft)
Upstream slDirl1e ("I,,)'
Queuing Penalty (veh)
,StorMeBavl51st (ft), ,
Storage Blk Time (%)
Queuing 15enaifi(veh)
LT
, .142
94
149
122
'4'
o
R
86
39
73
, 122
125,
22'5'
. J
175
o
u
4
1
o
u
Intersection: 4: Gateway MallMain Entrance & Gateway Street, All Intervals
NS-NB N13~Sf:l,S~S8
LT R LTR 'L T TR L T T R
144~9:i-__5:r-:r48-148-=--13611-00--c-264---:m4-127
95 39 13 71 68 53 20 102 94 49
-151 7C---42-:---12:r--j24~fo-8---'-64'1If3 174-94
122 122 145 454 454 530 530
4 ,":
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Movement
Directions Served
,Maximum Qu'eue (ft)
Average Queue (ft)
95thClUeue (ft) ,
Link Distance (ft)
Upstream Blktinie ('Yo)
Que;;[ng Penalty (veh)
Stora~e'!3ay Dis(;(ft) :
Storage Blk Time (%)
QueuinQ'Penally'(vetij:'7"':";
'I
"C--":C125 .
175
o
'0'"
225
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Nework Summary
NetworkwideQueuingPenaltYi ,Intervai-#'j :-1'4
Network wide Queuing Penalty, Interval #2: 7
Network wfde~Queuin~ Penalty, Alnntervalsca--'--
. ~ ., ---.----.
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L TI? Station_Gateway Mall
JRH
JRH Transportation Engineering
SimTraffic Report
Page 3
JRH Transportation Engineering E3
Date Received:~
Planner:
12:-17-D1
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SYNCHRO OUTPUTS
YEAR 2008 ANALYSIS
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I 2: NORTH ENTRANCE & GATEWAY STREET 10/1/2007
/- ~ t + ~
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I Lane Group.. ,...EBL' ,EBR' NBL NBT SElf. SElR ,,',^, '1
Lane Configurations 'I " 'I tt tt "
Ideal Flow (vphpl)A 1900 1900 1900 1900 1900 1900 \ I"
I Storage Length (ft) 0 115 175 400
Storaqe Lanes ' 0 l' 1 1 1 I
Total Lost Time (s) 4,0 4,0 4,0 4,0 4,0 4,0
Leadinq Detector (ft) 50 50 50 50 50 50
I Trailing Detector (ft) 0 0 0 0 0 0
Irurninq Speed (mph) 15 8. ' 15 9 1
LaneUtiL Factor ,1,00 . 1,00 1,00 0,95 0,95 1,00
I Frt 0:850 0,850 . . ,\
Fit Protected 0,950 0,950
Satd, Flow (prot) lTfO .1583 1770 3539 3539 1583
Fit Permitted 0,950 0,950 .'
I satd, Flow (!:>erm) 1770 1583 1770 3539 3539 1583 .;1 '. J
Right Turn on Red Yes Yes
Satd, Flow(RTOR) 88 311 'I .
I Headway Factor 1,00 1,00 ' 1,00 1,00 1,00 1,00
Link Speed (mph) . 30 35 35
Link Distance (ft) 147 827 538
~raveiTime(s) 3,3 " 16,1 105
I Volume (vph) 198 70 81 736 929 277
Peak Hour F-actor 0,86 ,0,80 0,85 0,92 0'82 0.89
Adj,'Flow (vph) 230 88 95 800 1133 311
I Lane Group Flow (vph) 230 88 95 800 ,1133 311.
Turn Type Perm Prot Perm
Protected Phases 4 5 '2 6
Permitted Phases 4 6
I Detector Phases. .4 4 5 2 .6 6,
Minimum Initial (s) 10,0 10,0 4,0 11,0 11,0 11,0
MinimumSplit(s') 29~5"'--:;9,5 8,5 20,5 2ff5V-;-Z9:5
I Total Split (s) 29,5 ' 29,5 ' 15,0' 44,5 29,5 29,5 .'
!fotalSplit (%) '39,90/03[1;9';;'-20,3% 60,1'%39,90/;-39,90/.
Maximum Green (s) 25:0 25,0 10,5 40,0 25,0 25,0
!fellow Time Is) 4,0 <, 4,0, 4.0 4,0 4,0 4,0 . I
I All-Red Time (s) ,0,5 0,5 0,5 0,5 0,5 0,5 " "
Lead/Laq Lead Laq , Lag
Lead-Lag Optimize? Yes Yes Yes
Yehicle Extension (s)' 2,0 . 2,0 2,0 2:0 2:0' 2,0 )-,,> ~
I Minimum Gap (s) 2,0 2,0 2,0 2,0 2,0 2,0
!time Before Reduce (s) 0,0 0,0 0:0 0,0 0,0 0,0
Time To Reduce (s) 2,0 2,0 0,0 3,0 3,0 3,0
I Recall Mode Min Min None Min Min' ,Min "
" '
Walk Time (s) 5,0 5,0 7,0 7,0
Flash DoritWalk (s) 20<0 20,0 18,0 .18,0 'I
I Pedestrian Calls (#/hr) 3 3 5 5
Act Effct,Green (s) 14,9 14,9 7,7 28.4 21..8 ,21..8 ;,
Actuated glC Ratio ,0,29 0.29 0,14 0,54 0.42. 0.42
vlc RatiO 0.46 ,0,17' 0,39 0.42 0:77 0,3" " , .'
I 'Control Delay 21.4 5,7 30,0 7,6 20,1 3,7
LTD Station_Gateway Mall
I Existing Conditions-Year 2008 ,. Page 1
JRH Transp.ortation Enginering F1
I Date Received: ' \211-07
Planner: ~
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JRH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
.-1- t ... t .\.
EBR
0:0
5,7
A
,NSL "NE:lT,
uuo.o-- -O~O-
30,0 7,6
C A
10,0
A
Lane<3~ouP "
pueue'Delay--
Total Delay
[OS
Approach Delay
~pproach LOS
Intersection Summary_
i'.reaType:---'- Other --,
Cycle Length: 74
Actuated Cycle Lenqth: 522. '..
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum vlc Ratio: 0,77
Intersection Siqnal Delay: 14.4
Intersection Capacity Utilization 51,1%
Analysis Period (min)15,
ESL
u---~--;'o,o
21.4
C
17,1
B,
2: North Entrance & Gateway Street
Splits and Phases:
1 t 02
14~:51S_
I... "5
1151s
j{ 06
129i~-
LTD Station_Gateway Mall
Existing Conditions-Year 2008
.J
SBT" 'S8R
-- 0:0--- 0,0
20,1 3,7
C A,
16,6
B
intersection LOS' B
ICU Level of Service A
-t .4
I 29!Sr
,f'
f,
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10/1/2007
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JRH Transportation Enginering F2 ...11-
Date Received' I 2 07
Planner:
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JRH TRANSPORTATIONENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
.f t ..., t ~ .J
Movemeht ' EBL~'. :EBRJNBL NBTCSBT SBR
Lane Configurations 'I r' 'I tt tt r'
Ideal Flow (vohpl) 1900. 1900 1900 1900 1900 1900
Tolal Lost time (s) 4,0' 4,0 4,0 4,0 4,0 4,0
Lane Uti I. Factor .1 :00 f.OO 1,00 0,95 0,95 1,00
Frt 1,00, 0,85 1,00 1,00 1,00 0,85
Fit Protected 0,95 1,00 ,0.95 1,00 too 1,00
Satd, Flow (prol) 1770 1583 1770 3539 3539 1583
Fit Permitted ,'0,95 'tOO 0,85 1.00 1,00 l,UO
Satd, Flow (perm) 1770 1583 1770 3539 3539 1583
~6Iume(vPhf- , :-198---'-70----81-736-929--277,
Peak-hour factor, PHF 0,86 0,80 0,85 0,92 0,82 0,89
Adj,Flow(vph) 230 ,,88 95 800 1133 311
'RTOR Reduction (vph) 0 64 0 0 0 185
Lane GroupFlow (vph) 230,'24 95 800 1133. 126
Turn Type Perm Prot Perm
Protected ,phases 4', 5 2 6
Permitted Phases 4
Actuated Greeh, G'(s) 14,3'14,3
Effective Green, g (s) 14,8 14,8
Actuatedq/C Ratio 0,28 0,28
Clearance Time (s) 4,5 4,5
~ehicle Extension \S) 2,0 2,0
Lane Grp Cap (vph) 491 439
~/S Katio Prot cO,13
vis Ratio Perm
, ~/C Ratio
Uniform Delay, dl
Proqression factor
Incremental Delay, d2
Delay (s) , ,'.'
Level of Service
~p'proach Delay.(s)
Approach LOS
~0.47
16,0
1,00
0,3
16,3
B
15.7
B
Intersection SUl11mar:y," ,,'
HCM Average Control Delay
HOM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity tHilization
Analysis Period (min)
cCritical Lane Group '>,
L TD Station~ Gateway Mall
Existing Conditions-Year 2008
4.4
4,9
0,09
4,5
2,0
162
cO,05
0,02
0,06';
14,2
1,00
0,0
14;2
B
,0,59
23,3
tOO
3,5
26,7
C
13.0
0,05
53.4
51,1%'
15
30.1
30,6
, 0,57
4,5
2,0
2028
0,23
21.2
21,7
0.41
, 4,5
2,0 '.'
1438
cO.32
0,39
6,3
1,00
0,0
0,3
A
8,5
A
0,79
13,8
1,00
2,7
Hi,6
B
15,2
B
.' l . .
!,
'Ii
,i'
10/1/2007
'1
...-, '------,,---" --~l
6
21,2
21,7
0.41
4,5
2,0
643
"
.t:
~\ '
0,08
0,20
10,2
1,00
0,1
10,3
B
'L
"1:
B'
HeM Level of Service
,
Sum of lost time (s)
ICU lievel of'Service
12,0
p.'
I,
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JRH Transportation Enginering- F3
. ed' \ 7 -\1:01
Date Recelv .- "
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JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
.. '- t I'
Lane Group"
Lane Configurations
Ideal Flow (vphpl)
Storage Length (ft)
~toraqe Lanes
Total Lost Time (s)'
Leadinq Detector (ft)
Trailing Detector (ft)
iTurninq Speed (mph)
Lane Uti I. Factor
Frt
Fit Protected
Satd,Flow (prot)
Fit Permitted
Said, ,Flow'(perm)
Right Turn on Red
,Satd, FloW,(RTOR)
Headway Factor
iHnkSpeed (mph)
Link Distance (ft)
Ifravel Time (s)
Volume (vph)
Peak Hour Factor .
Adj, Flow (vph)
Lane Group Flow (vph)
Turn Type
Protected Phases
Permitted Phases
Detector Phases
Minimum Initial (s)
Minimum Spiit(s)
Total Split (s)
!rotal Split'(%)
MaximurnGreen (s)
tyellow Time (s) "
All-Red Time (s)
LeadlLaq
Lead-Lag Optimize?
~ehicle Extension IS)
Recall Mode
,Walk Time (s)
Flash Dont Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
8-ctuated q/C Ratio
v/c Ratio
~oritrol Delay'
Queue' Delay
[rota I Delay
LOS
'.. +
WBL WBR NBT NBR--'--SBL, SBT
~ 7' tf> ~ tt
1900 ,1900 1900 1900 1900 1900
0 0 0 120
1 1 0 ,1
4,0 4,0 4,0 4,0 4,0 4,0
50 50 50 50 ' 50"
0 0 0 0 0 I,
,15.. 9 9 15'. ' Ii
1,00 1,00 0,95 0,95 1,00, .. 0,95
" 0,850 0,988
0,950 0,950
1770 1583 3497 0 1770 3539
0,950 0,208
',1T70' '1583 3497 0 387, :,,3539, , I .,
Yes Yes
,61 17
1,00 1,00 1,00 1,00 1,00 1,00
30, 36 35 ",V "
300 593. 827
6;8 11.6 16,1
41 107 710 60 119 880
0,92 0:92 0,92 0,92 0,92 0,92 ' i'
45 116 772 65 129 957
45 -116' .. 837 0 129 ,.957:
custom Perm
2 6
886
8 .8, 2 6 6
~O 5.0 5~ 5~ ~O
32:O-3Y6-z4,o 20,5 20'5..
32,0 32,0 24,0 0,0 24,0 24,0
57,10/0 57,1-0;. 42,9'70-0:-6% 42,9070 42,9%'
28,0 28,0 20,0 20,0 20,0
4,04,0"-4-0 4~0~4'(J
0,0 0,0 0,0 0,0 0,0
",
"
"
"f
1.5 . 1,5 3,0
None 'None Min
7,0. {,O 'lj,(J
21,0 21,0 12,0
5 6.. 13
11,9 11,9 40.4
0,19 0,19, 0,67
0,13 0,33 0,36
16:8~ifb 6,7
0,0 0,0 0,0
10,8 8:(J 6.7
B A A
30 3,0
Min Min
~~!
'11
40.4 40.4
0,67 0,67
0,50 0.40
22,1 7.2
0,0 0,0
22,1 7,2
C A
"
LTD Station_Gateway Mall
Existing Conditions-Year 2008
JRH. Transportation Enginering
,
Date Received:
"
Planner:
If
!~
10/1/2007
.. J
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Page 4
F4
!.;,l-II-D1
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JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
f , t ~
.....
+
WBL WBR NBT
~-8',r ---- -6~7
A' A
NBR "SBL " SBT
9,0
A
----------...-----.--
"
LaM Group "
~p'proacti' DelaY--'
Approach LOS
IntersectioriSummary ,
Area Type: Other
Cycle Lenqth: 56
Actuated Cycle Length: 60,3
Natural Cycle: 'liOe
Control Type: Actuated-Uncoordinated
Maxlmum.v/c Ratio: Q,t>O
Intersection Signal Delay: 8,0'
Intersection Capacity Utilization 42,3%
Analysis Period (min) 15
Intersection LOS: A
ICU Level of Service A
3: Oakdale & Gateway Street
Splits and Phases:
I t .2
~~:_mR1 mJ
124:Sl!,.- - I
-."
;- oS
I 1 3t,s
L TD Station_Gateway Mall
Existing Conditions,Year 2008
n
-Ii
JRH Transportation Enginering
Date Received:
Il
Planner:
10/1/2007
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Page 5
T2...~n-o 7_
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JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
i' '- t I'
10/1/2007
.,.
~
Movement).;i~~};~~~;;:i!"'~,~(~;l:,'15j\lB~WBR~j\rBt;rf\ltsK>:i;,$-Bt~~ t '~_~tst. ;~:'::~-~~;'tl":
Lane Configurations'll' tr. 'I, tt
laeai}:iOW:('lpEp'!)?;,;".:c190i'f~9bo">'1'90b"'c-190U ,'19UQ'?1libO'" ',~i .W!Jf, ;:c~"~,,,j(: ,~r;:~;"t,i' ,':
Total Lost time (s) 4,0 4,0 4,0 4,0 4,0
Eai'ie'CmCFaao~~t::"";",",f'o'd~oo' "Qi95". ,,1, .,1.00:',0,95'<" ,';:,~,'
._-----.~....._-"'-'~"-.,..,,......~._-_..~
Frt 1.00 0,85 0,99 1,00 1,00
FlfRrotected" : "j''''i',;;;;:;0:95;~;;:1TOOi7l'1\'''6b :,.," ',' ,,0:95.,. 'Hio' :~.
_.c...... ....... .,
Satd, Flow (prot) 1770 1583 3498 1770 3539
Flt"RermitleiJ';'''':j:,..,:',:.::;,,I; Oi95'h~i"oo%iT60 w ." '0;~2'''''1T60~''''
Satd, Flow (perm) 1770 1583 3498 594 3539
~6Ium,nvpnf[,P:P"~:41" " :107~:-:':ll~.7fO-;;;::60:,';;f19-::Te80;~'{"f,~' .'
peak-hou'r !actor, PHF '0]2 0,92 0,92 0,92 0,92 0,92
Ad{:Flow(vplil ,"''i~45~,'1T6''':0772 ' ; 65;', :129~957; ';,
RTOR Reluction (vph) 0 50 5 0 0 0-
Lahe:GrouPiFlow;(vPh)j< .,i'45':~,\,;66.&.,,;83'2, ,; "O""'\~f29Mi957:';;,,!i:~' '. D, .'
Turn Type custom Perm
Proteae(f8hases.:<_:i,;'~'" ~.~~~,t<, ,~:< :::~;:;:-I '<I6~'~.
Permitled Phases 8 8 6
ACtua'leiF--GreeniK(~j~;"f:fEo; ".f1',O",;'\39,9 '. -- ~39:9J'l1lli~'[!,l1 {,'''\<:
Effective Green, g (s) 11,0 11,0 39,9 39,9 39,9
I>.ctualed:g/C~Ralio~[[19"!;;-bTl~;i,t,b:68 ':O-:-lj8::~'O:68~
Clearance Time (s) 4,0 4,0 4,0 4,0 4,0
YehICie:Extensioh::(s)}:o.1, .....1 ,5"<~,ij1r5~:'1,~3-;O~p f'<;' '~~3.0t',:i<.3.0~~~~ ,,_~,"iit: "~;'~;b~ir,~\,~:} d'::~L
Lane Grp Cap (vph) 331 296 2370 402 2397
v/~RafloProt ,:' -";;0:\> ,: ..i'~'l ~"~;;(;0124i' ",-Y.-'>'t;';~cO-::li'~\\t~".~-
vis Ratio Perm 0,03 cO,04 0,22
v/cjRaiio ,",l' 'k"";,,,,7i"0:14,,:,'0:2'2TjO:35 ;, lL.:l27"''';OTho :''"'
Uniform Delay, d1 20,0 20,3 4,0 3,9 4,2
ProgressiOrl'factor7t',,' 1~6b,,'f'oO':'T71:00.(::.. '''F601:f';',TOb;ti, ':.-'
Incremental Delay, d2 0,1 0,1 0,1 0.5 0,1
Qel~J~)- ,",,,"<,.-~:~frf::~~2(j'T5;,:~~;~,'-~4'..f,;"r, ,,'~" ,,,4f4~~_;,47;j ~'-;;~;
Level of Service C C A ~ A' . A .
~p.J:ir6acthbelayJ~t2'_'>'o."'2(E4"b:';: :'.. ,_~ ,r - 4:--1 -q ,I,'t ,'~\:: s':t2':'Z;:JV473,~""";~~ _ ?i~t~~- t,
Approach LOS C A
;''':r','<~
,.',
, I
'~{;-~:I
-",.:-, ,;:--,; ,>
"~?
'jrlJ~,'J~:
.,-{,"
""i"",
".'"
'j-,",-+'- : {lC";"{~~'~
, ,
..' "'~:tit:'J~'~i
, :'~~Si'~.:i;~;'J1
',,"JI'-,>
if, ' .
, ~;'~;. :i!
',..~' -
A
HCM Average Control Delay 5:5 HCM Level of Service Ai
HCM'VolumeJercapaciiYJratio' <>7 ',,~,,-,6c36""':;:i, : ..i..,::.bl......:,j~;c:"::3::..:,,,;[r.:.i.,..JG . it;:; ':'7;.'1
Actuate.:i"Cycle Length(s)"--~-'_.'" 58,9 Sum of lost time (s) 8,0
!!:lterse~tl'?~f~pjciiyj~!!!!l~Ii!!9lJ:,:i:;~;t,; 42r3%;.'L~.':":::'ICU: leve(o(SerVice ,:Ji~..Ii1tYJ:';' '",j;';j;j'ti:";"c;i Y;",.~l!l
Analysis Period (min) 15
~- -Critical:l::ane:GrouPl :f:.f,'"i)'p;7~.>,-: .,", . "--0~!\~:~1;f '_, -: "....~ , ':, i'C,!/;::: .'::; !;-";:;,{,;"":;
< ~""---"- ---~ ...._"'~......,~..."....".~-~-'---'-~..:...
L TO Station_Gateway Mall
Existing Conditions~Year 2008
Page 6
JRH Transp~rtation Enginering
F6
12~11~o7
/l0
Date 'Received'
Planner:
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JRH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET
/--+ .. i' +- '- ...,
Lane Group~' ,
Lane Configurations
Ideal Flow (vphpl)
Storage Length (It)
Storaqe Lanes
Total Lost Time (s)
Leadinq Detettor,(It)'
Trailing Detector (It) .-
~urninq Speed (mph)
Lane Uti I. Factor
Frt
Fit Protected
Satd, f'low (prot)~
Fit Permitted
Satd, Flow (peth1)
RighlTurn on Red
Said: Flow (RTUR)
Headway Factor
Link Speed (mph)
Link Distance (It)
Wravel Time(s)
Volume (vph)
Peak Hour Factor,
Adj. Flow'(vph)
Lane Group flow (vphJ
Turn Type
Protected Phases
Permitted Phases
Detector Phases
Minimum Initi,li (s)
Minimum Split(s)
Total Split (s)
irotal Split ('!o)
Maximum Green (s)
iYellow Time (s)
All-Red Time (s)
Lead/Laq
Lead-Lag Optimize?
~ehlcle Extension (s)
Recall Mode
Walk Time (s)
Flash Dont Walk (s)
,Pedestrian Calls (#/nr)
Act Elfct Green (s)
Actuated qlCRatio
v/c Ratio
Control Delay
Queue Delay
~otal.DelaY
LOS
'EBL "
1900
o
o
4,0
50
,0
15,
1,00
EBE , EBR
<l l'
1900 1900
.0
1
4,0
50
o
9
1,00 1,00
0,850
" .4.0
50
o
0,953
o 1775
0,718
o 1337
1,00 1,00
30
'180
4,1
190 1
0,92 0,92
207 1
0-:---;iil8
Perm
1583
1583,
Yes
167
1,00
154
0,92
167
167
Perm
4
WBL
1900
o
o
4,0
50
o
15
1,00
'100
5
0,92
5
U
Perm
WBR~.NBL
'I
1900 1900
o 175
U 1
4,0 4,0
. 50
o
9 15
1,00 1,00
WBT
.;.
1900
4,0
50
o
1,00
U,958
0,981
U 1;751~,
0,924
U" 1649
)
NBT
t1>
1900
4,0
- 50
o
0,95
0,996
0,950
o 1770 ,3525
0,950
. 1770.3525
4
1,00 1,00
30
198
4,5
4 4
O,92-;--CoT92
4 4
13 U
448
~ 4 4 8 8
5,0 5,0 5,0 5,0 5,0
27,0 27,U 27,0 20,5 20,5
27,0 27,0 27,0 27,0 27,0
38,0% 38,0% 38,0% 38Tci% '38'.1:)%
23,0 23,0 23,0 23,0 23.0
4,0 ' 4,0 4,0 4,0 4,0
0,0 0,0 0,0 0,0 0,0
2,0
None
5,0
18,0
5
L TD Station_Gateway Mall
Existing Conditions-Year 2008
2:0
None
,5,0
18,0
5
13.7
0,22
0,71
3~,2
0,0
35,2
D
2,0
None
5,0
18,0
5
13.7
0,22
0,35
5.7
0,0
5,7
A
2,0 2,0
None None
8.6
U,12". '
0,06
20.4
0,0
20.4.
C
8
0,0
0,0%
o
Yes
','4 .
1,00 1,00 1,00
35 '" ii,
493
,9,6 '"
576 14 21
0.92~rO,92
626 15, 23
6410" 23
Prot
1
1,00
'35
593
11.6 I
657 243
0,92 U,9~
714, 264
714 264
Perm
~:I
6
16 ,6
I' 5,0 10,0 10,0
9.5 30.0 30,~
0,0 14,0 30,0 30,0
0,0% 19,7% 42:1% 42,3"7<1
10,0 26,0 26,0
4,0 4:U 4,U
0,0 0,0 0,0
'Ii Lead Laq Lag
Yes Yes Yes
, 2,0 3,0 3,q
None Max Max
7,0 7,0
19,0 19,0
4 <I
30,7 30.7
0.4.9 0.4.9
0.4.1 0,29
,13,9 3.2
0,0 0,0
13,9, 3,2,
B A
1,00
135
0.92
147
147
Prot
'~
5 2
5,0 10,0
9,5 23,0
14,0 30,0
19:7% 42',3%
10,0 26,0
4,0 4,0
0,0 0,0
Lead La9_'
Yes Yes
2,U~ ,3,0
None Max
7,0
12,0
6
8.5 37.4.
0,13. 0,59
0,64 0,31
39,3 ~9,3
0,0 0,0
39,3 9,3
D A
I'
NBRi ,'SElL
'I
1900.: 1900
o 125
0'1
4,0 4,0
50
o
15
1,00
. f~
9'
0,95'
1',0,950
0: '-1770
0,950
01770
Yes
2
1\
5,6
0,08
0,16
31,6
0,0
31,6
C
10/1/2007
'.
+
~
SBT SBR
tt t
1900 190~
225
1]
4,0
~50
o
~
0,95 1,00
,0,850
4,0
50
o
3539; 1583
3539
158~
Yes
264
1,00
I
6
Page 7
JRH Transportation Enginering
Date Received:.
Planner:
F7
12-11-()1
/IG
JRH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET 10/1/2007
/ --. " ~ +- .... ..., t ~ \.,.j. .'
Lane Group", EBl EBTEBRWBL, WBT-WBR, NtsL '.NtSl NBR" SBL' SB:r. SBR
~p'p'i-oach'Delay------; ---22'1---- _n__ 20.4----' - ----14~9--n..-: --'1;1:5 l
Approach LOS C C B B
Intersection SUmmary
Area Type: Other
Cycle Lenqth: 71
Actuated Cycle Length: 63,1
Natural Cycle:. 7U
Control Type: Actuated-Uncoordinated
Maximum YlcHatio: 0.71
Intersection Signal Delay: 14,6
Intersection CapacityUtiiization 52,9%
Analysis Period (min) 15 ,
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Intersection LOS: B
ICU Leyelof Service A '
Splits and Phases: 4: Gateway Mali Main Entrance & Gateway Street
I \..1 I t .2 -t. "4
Il~!s""" 30'$_ ~ 2''llr -~;__...
~s .5 _I :Ors 06 !"8
L TD Station_Gateway Mall
Existing Conditions-Year 2008
"
J
,1
"f
.1
,1
I
,1
I
61
Page 8
JRH Transportation Enginering' FB
.' , l2-t7-o1
Date Received: '
01anner: AU
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)RH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET
..J -+t i'+- '-~
WBT WBR
4>
1900 1900
4.0
1.00.
0.96
0.98
1752
0.90
1607
- -4-----4-
0.92 0.92
4 4
3 0
10 '0
Movement. . lOBI': EBT
Lane Configurations 4
Ideal, FloW rvphpl) . J 900 1900
Total Lost time (s) 4.0
Lane Util. Factor 1..00
Frt 1.00
Fit Protected 0,95
Satd. Flow (prot) 1774
Fit Permitted 0.72
Satd. Flow (perm) 1338
Yoiume(vpli) -----190mm,-j-
Peak-hour factor, PHF 0.92 0.92
Adi. Flow (vph) ..207 1
RTOR Reduction (vph) 0 0
Lane Group Flow (Vph) 0 208,
Turn Type Perm
Protected Phases
Permitted Phases
Actuated Green, Gis)
Effective Green, g (s)
Actuated q/C Ratio
Clearance lime (s)
;Vehicle Extension(s)
Lane Grp Cap (vph)
v/&Ratio~roi
.
vis Ratio Perm
v/C'Ratio
Uniform Delay, dl
proqression Factor
Incremental Delay, d2
Delay (s)
Level of Service
t<pproach Delay IS).
Approach LOS
4
13.7-
13.7
'0,21
4.0
2.0
280
cO.16
0)4
24.3
1.00
9.0
33.2
C
.27.8
C
fntersE!ctlon. Summary
HCM Average Control Delay
HeM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacitv Utilization'
Analysis Period (min)
cCriticalLane Group
L TD Station_Gateway Mall
Existing Conditions- Y ear'2008
EBR ,WBL
l'
1900 1900
4.0
1:00
0.85
1.00
1583
1.00
1583
154--- 5
0.92 0.92
167 5
132 0
35 0
Perm Perm
'4
4
13.7
13.7
0.21
4.0
2.0
331
0.02
0.11
20.9
1,00
0.1
21.0
C
15.0
0.54
65.5
52.9%
15
8
8
1.3J
13.7
0.21
4.0
2.0
336
0.01
0:03
20.6
1.00
0.0
2cf6
C
20:6
C
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
. N8L N8T "NBR". ssL'SSfr-SSR
'I tf> 'I tt l'
1900 1900 1900, 1900 1900 1900
~O 4.0 ~O ~O ~O
1:00 0,95" 1.00 0.95. 1.00
1.00 1.00 1.00 1.00 0.85
0.95 1,.00 - ~~ .0.95" 1.00 1.0q
1770 3527 1770 3539 1583
0.!!5 1.00. . r 0,95 1.00 1.00
1770 3527 I. 1770 3539 1583
U-j35---"576-14; - 21-657--243
0,92 0.92 0.92. 0.92 0.92 0.92
147 626 15) . 23 714261
o 2 0 0 0 133
639 0' 23 714 .13~
Prot Perm
'1 6 I
6
,32.4
32.4
0.4~
4.0
",3.0
783
I
0.08
II 0.35 .0.41-:'7lf"f1i
30.8 10.5 9.1
1.0-0~-:-()O 1.00
1.2 0.7 0.5
t, .32-:-o-fe~~9~6
C B A
11.2 I
B
Prot
5
. 7.4 ,
7.4
'0.11
4.0
2.0
200
cO:Oll
3'1.4
37.4
0.57
4.0
3.0
2014
U.18
0.74-(f32.
28.1 7.4
1.00 MO
11.4 0.4
3Y5-7~8
D A
13.7
B
10/1/2007
t
'-.
+ ~
~
2
. 2.4 32.4
2.4 32.4
" 0.04 0.49
4.0 4.0
, 2.0 3.0
65 1751
olr'-ccf2"o
I
B
12.0
A
Page 9
JRH Transportation Enginering F9 ~
Date Received: 12-11-0 I
Planner:
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)RH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET 10/1/2007
..J t ~ t + ~-
Lane Group E8L E:BR NBL 7NBT SBf-sSR
Lane Configurations 'I l' 'I tt tt l'
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 115 175 400
Storage Lanes 1 1 1 1
Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
Leading Detector 1ft) 50 50 50 50 50 50
Trailing Detector (ft) 0 0 0 0 0 0
Wurning Speed (mph) 15 9 15 9
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00
Frt 0.850 0.850
Fit Protected 0.950 0.950
Satd. Flow (prot) 1770 .1583 1770-3539 3539 1583 ,.
,
Fit Permitted 0.950 0.950 ,
Satd., Flow (perm) :1'170' ,1583 1.770 3539 3539 1583
Right Turn on Red Yes Yes
Satd. FloW (RTOR) ,88 311 I
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
~ink Speed (mph) . ,30, 35 35 J
Link Distance (ft) 147. 827 538
~ravel Time (s) 3:3." 16.1 10.5 I
Volume (vph) 198 70 81 736 929 277
Peak Hour Factor .0.86 0.80 0.85 0.92 0:82 0,89 I
Adj. Flow (vph) 230 88 95 800 1133 311 "
Lane Group Flow (vpn) 230 ll~, 9'5""80'0 1133 311 I 1
Turn Type Perm Prot Perm I
Protected phases , 4. 0 2 6 I 1
Permitted Phases 4 6
Detector Phases 4 4 5 2 6 6
.Minimum Initial (s) 10.0 10.0 4.0 11.0 11.0 11.0
Minimum Split.(s) '29,5 29.5 8.5 20.5 19:5 29.5 <<
"
-Total Split (s) 30.5 30.5 15.4 59.5 44.1 44.1
ifotalSplit (%) 33,9%.3'39%-17.1% 66.1% 49.0% 49:0%
Maximum Green (s) . 26.0 26.0 10.9 55.0 39.6 39.6
iYellow Time(s) ~;O 4.0 .' 4.0 4,0 4.0 4:0' j.
AII.Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5
Lead/Caq Lead, 'Lag.,. :Lag f,
Lead.Lag, Optimize?' Yes Yes Yes
~ehicle Extension (s) 2.0 2,0 2.0 2,0 2.0. 2.0.
Minimum Gap (s) 2.0 2:0 2.0 2.0 2.0 2.0
itlme;Before Reduce Is). 0'0 . 0:0 0.0 0.0 0'0 . 0.0 ',. '.'~
Time To Reduce (s) 2.0 2.0 0.0 3.0 3.0 3.0
RecaTi'Mode Min Min None Min Min Min 'jI-'.
Walk Time (s) 5.0 5.0 7.0 7.0.
Flash Dont-Walk(s) 20.0. 20:0 18:0 18.0 "
Pedestrian Calls (#/hr) 3 3 5 5
r.-"""'-::-...--. 15.5 ,. 15-;[; 30.5--24:o":2,CO'
Act EffctGreen (?) 8.0 . ~ J
Actuated glC Ratio . 0.28 0.28 0.13 0.55 0.43 0.43
y/c Ratio 0.47' 0;,17 OAO OA1 0.74. . 0,36 . I
Control Delay 24.8 6.9 33.8 7.1 17.6 3.2
L TD Gateway Station
2008 with new station
Page 1
JRH Tra~s~;;;~:~::;: F1\2_( l:!il-
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)RH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
..J
10/1/2007
t
+
.;
~
t
. JiEBL.ESR
.. o:o~---o':o" .
24.8 6.9
~: C; , A'
19.8
B
NBT: ,861 d' SBR
n '(fQ-- -'0.0--- -O~O
.7.1 17.6 3.2
A B A
10.0 14.5
A B
Lane Group ;
Qu,iue DelilV'T -- -'.
Total Delay
LOS. "
Approach Delay
Clp.proach LOS "
Intersection Summary
Area-Tyi'-e:--Other~-;-" -. --
_.
Cycle Length: 90.
Actuated Cycle Lenqth: 00,0
Natural Cycle: 70 .
Control Type: Actuated,Uncoordinated
Maximum vlc Ratio: 0.74
Intersection Signal, Delay' 13.6.
Intersection Capacity Utilization 51.1%
. Analysis Period (minH5 -
NBL
0.0
33.8
C
,- ----;,l~--
I
j-
,
I
".7""~-1
<-
,
.--~r ------
,>
,
, Intersection LOS: B
ICU Level of Service A
,~
2: North Entrance & Gateway Street
Splits and Phases:
1 t 02
159~5fS
I~ 05
115~~rs
I'
.,~.,."'; """".~""-I I
J-! 04
11015!s
".
I~ "6
I ",lIS
L TD Gateway Station
2008 with new station
Page 2
\2:-17-07
/rL--
JRH Transportation Er!iljnerin~ F11
Date Hecslved:
Planner:
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)RH TRANSPORTATION ENGINEERING
2: NORTH ENTRANCE & GATEWAY STREET
..J t. ~ t +
.I
.
Movement ;~;1::8L' .EBR NBL NS:T-SBT ',SBR
Lane Configurations 'I l' 'I tt tt l'
[deal Flow (yphpl) 1900' 1900 . 1900 1900 1900 1900
Total Lost time (s) 4.0 4:0 4.0 4.0 4.0 4.0
Lane Util, Factor' 1,00 1.00 1.00 0.95 0,95 1.00
Frt 1.00 -0.85 1.00 1.00 1.00 0.85
Fit Protected 0.95 1.00 0.95 leaD 1.00 1,00
Satd. Flow (prot) 1770 1583 1770 3539 3539 1583
Fit Permitted 0,!J5. 1.00 0:95 1.00 1.00 .1.00
Satd. Flow (perm) 1770 1583 1770 3539 3539 1583
~oluriie (vpli)- . 198 .70 '-'8-'- 736- 929 . 277
Peak-hour factor,'PHF 0.86 0.80 0.85 0.92 0.82 0.89
~- 230 88 95 800 1133 311
. !,-di. Flow (vph)
RTOR Reduction (vph) 0 64 0 0 0 179
Lane Group Elow(vph) , .230 24 95 800 113:), 1.32
Turn Type Perm" Prot Perm
Protected Phases 4 5 2 '.6
Permitted Phases 4 6
Actuated Green, G (s) 14.9 14.9 "4.4 32.3 23.4.23.4
Effective Green, g (s) 15.4 15.4 4.9 '32.8 23.9 23.9
Actuated q/C Ratio 0.27 /0.27' . 0.09 0:58 0.43 0.43
Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
;VehiclE" Extension (s) 2.0 2:0 2,0 2.0 20 2.0
Lane Grp Cap (vph) 485 434 154 2065 1505 673
vis RatloProL cO.13 cC05 0.23, to.32
vis Ratio Perm 0.02 0.08
v/c Ratio 0.47 .0.06 0.62. 0.39 . 0.75 0.20
,
Uniform Delay, dj 17.0 15.0 24.7 6.3 13.7 .10.1
Proqression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 5.1 0.0 1.9 0.1
Oelay (s) 17.3 1'0.1 2!!.8 6.3 15.6--To~2
Level of Service B B C A B. B
~pproach Delay (s) 16.7 8.8 14.4
Approach LOS B A B
Intersection.::;ummary '''.' .
HCM Average Control Delay
HCM Volui11e.to eapacity ratio .
Actuated Cycle Length (s)
Intersection Capacity Ulilization .
Analysis Period (min)
c Critical Lane Group
HCM Level of SerVice
12.8
0.64
56.2
" 51.1.%
15
Sum of lost time (s)
leu. Level of Service
L TD Gateway Station
2008 with new station.
,
, ,
10/1/2007
I
''''-.---,--::- -- - ------ -------"1
I'
"
I'
B.
, k
12.0'
A
. "',
Page 3
JRH Transportation Enginering
F12
12--\l-i)7
;n---
Date Received:
Planner:
JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
..);.
iIane Group ,
Lane Configurations
Ideal Flow (vphpl),
Storage Length (ft)
StOraqe Lanes
Total Lost Time (s)
Leadinq Detector(ft)
Trailing Detector (It)
ifurninq Bpeed Imph)
Lane Util. Factor
Frt
Fit Protected
Satd, flow (prot)
Fit Permitted
Satd. Filaw (perm)
Right Turn on Red
Satd. Flow (RT0R) ,
Headway Factor
Link Speed (mph)
Link Distance (ft)
[ravel Time(s)
Volume (vph) 10
Peak Hour Factor 0,92
Heavy Vehicles (%) 100%
Adj. Flow (vph) 11
Lane Group Flow (vph) 11
jrurn Type ' custom'
Protected Phases
Permitted Phases
Detector Phases
Minimum Initial (s)
Minimurn Split (s)
~otal Bplit (s) .',
Total Split (%)
Maximum Green (s)',
Yellow Time (s)
W:RedTime(s) .
LeadlLag
Lead-Laq.Optimize?
Vehicle Extension (s)'
RecalfMode . .
Walk Time (s)
Flash Dont waTk"(S)
Pedestrian Calls (#/hr)
Act EftctGreen3s)'
Actuated glC Ratio
ylc Rallo '
Control Delay
pueue, uelay ,
Total Del~y
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L TD Gateway Station
2008 with new station
-+
EBL EBT 'EBR
'I
1900' 1900
o
t
4.0
50
o
13 ,
1.00
0.950
902
0.950
,902
1.00
4
4
'5.0.
15.0
15.0
17.6%
11.0
4.0
.00
3.0
None
7.4
0.10
. 0.12
28.2
U.U
28.2
. 1.00
4.0
o
o
t
i'
+-
1900
WBR
l'
1900
o
1
4.0
50
o
9
1.00
0:850
'- ....,
NBL
'I
1900.
100
1
4.0
50
o
15
1.00
t
NBr
tf>
1900
0.95
0:988
0.950
1770 3497
0.950
1770-34!l7
1.00
1.00 1.00 1.00 1.00
30. 30'
1~9 300
3.4 '6,8,
o 0 41 0 107 10
0.9;f--70-:-92~0~9~~92--::-O-:-92-o-:-92
2% 2% 2% 2% 2% 2%
o 0 45 0'116' 11
o 0 45 0 116 11
custom custom Prot
5
0.0
.0.0%
1900
o
o
4.0
,WBL
'I
1900
o
1
4.0
50
o
15
1.00
WBr
9
1.00
0.950
o 1770
0.950
lira, ,
o
Yes
II
8
5.0
32.0
0.0 32.0
0.0% 37.6%
28.0
4.0
0:0'
0.0
0.0%
1.5
None
7.0
21'0
5
10.2
0.16
0.16
16.4
0.0
16.4
4.0
1.00
. 0: . 1583,
0~3
Yes
116
1.00
8
8
5.0
32.0
'32.0
37.6%
28.0
4.0
0.0
1.5
None
7.0
21-:-0
5
10:2
0.16
0:34
,6.7
0.0
6.7
6.7
0.09
0.07'
27.3
0.0
27.3
'12
1.00
.:35
593
.11.6
710
0.92
2%
Tr2,
837
3.0
Min
8.0
12':0,
13
43.~
0.68
'0.30
7.4
0.0
7.4
~
4.0
50
o
. NBR. ' SBL
'I
1900' 1900
o 120
o '1
4.0 4.0
50
o
9: 1.0
0.95 1.00
'-.
. 'SBT
tt
1900
0.95
., ~.
1.00
35
827
16.1.
880
0.92
2%
957
957
10/1/2007
+ .'
SBR
4.0
50
o
190q
o
o
4.0
I
0.950
0: 1710
0.301
Oi 561
'Yes
9,
1.00
I
,3539 q
3539 . 0
Yes
1.00
1.00
J
1.00
I
1
o
0.92
2%
0,
o
i
6
6
6 6
,5.0 5,01
20.5 20.5
0,0 28.0 28.0 0.0
0.0%' 32.9% 32.9% 0.0%
,24:0 24.0 ' .1
4.0 4.0
,0,0' 0.0 . .1
Lag' Lag
? Yes Yes
3.0 3.0
Mln MIn
41.7 41.1
0.65 0.65
0.35 0.41
17.4 11.1
.0.0 0.0 . I
17.4 11.1
Page 4
. JRH Transportation Enginering F13
. . \L..-:"'\l-DI
Date Received.. "
Planner: ;:v
":(
60
. 0.92,.
. 2%
65
o
119
0:92"
2%
129
129
Perm
5 2
4.0 ,5.0
10.0 24.0
,10,0 38.0'
11.8% 44.7%
; 6.0 34.0
4.0 4.0
0.0 0.0
Lead
Yes
3.0
None
,
;1-
2
"
JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STREET
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+-
'-
EHL . E8T E:B~; "WBL WBT WBR NBL
B-- -- ''A--n c-
Lane Group'
LOS___--------
Approach Delay
~RProachLOS'
IQtersection.Summary :
Area Tvpe:.".---._ Other-
Cycle Length: 85
Actuated Cycle,Lenqth: 63,8 .'
Natural Cycle: 80
Control1:~pe: Actuated".Uncoordinated
Maximum vlc Ratio: 0.41
Intersection Signal Delay: 10.1
Intersection Capacity Utilization 42.3%
Analysis Period (min).15
Splits and Phases:
t 02
jgT~'
I~S':'I If::~ .
L TD Gateway Station
2008 with new station
~
t
'-.
~
10/1/2007
+
~
SBL .SBT 'SBR
B B-n 1
11.8
B '1
I
-I
'1
J
.NBT NBR
'A
7.7
A ,
Intersection LUS:'8
ICU Level of ServiceA
---------,---_._~
3: Oakdale & Gateway Street
I
I .
~. ""11\ 13~ 08 '
I)' 04
115'S~1
I
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JRH Transportation Enginering
Date Received"
Planner:
Page 5
F14
\ Z:--! 1-01
;tL--
JRH TRANSPORTATION ENGINEERING
3: OAKDALE & GATEWAY STRE ET
'..J
Movement, ..
Lane Configurations
Ideal Flow"(vphpl)
Total Lost time (s)
Lane Uti I. Factor
Frt
Fit Protected
Satd. Flow (prot)
Fit Permltted~ ," :
Satd. Flow (perm)
~olume(vplif
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
tane:Group Flowrvph)
Heavy Vehicles (%)
jTIurn :ripe
Protected Phases
Permitted Phases ." '4
Actuated Green, G (s) 1.4
Effective Green, gJs) 1.4.
Actuated glC Ratio 0.02
ClearanceTlme.(sf ....4:0.
Vehicle Extension (s) 3.0
Lane'GrpGap (vpli)--''1~
vis Ratio Prot
yls H.atio Perin, '
vlc Ratio
Oniform Delay; ,dl
Progression factor
IncrementaflJelay, d2
belay (s)
Level of' Service
Approach Delay (s)
i2~proachCOS
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2008 with new station
EBL
'I
1900
4.0
.1.00
1.00
0.95
902
0.95
902
-10
0.92
11
o
11'
100%
custom'
cO.01
0.61
33.5
1.00
48,7
82.2
f
-+
t
i'
+-
EBT EBR WBL WBT .WBR.
'I l'
1900 1900 1900 1900 1900
4.0 4.0
1.00 1.00
1.00 0.85
0.95 .. 1.00
1770 1583
0.95 1.00
1770 1583
O~-O 4'1---0-''-07
0.92 0.92 0.92 0.92 0.92
~ 0 ~ 0 116
o 0 0 0 100
o 0 45 0 16
2% 2% 2% 2% 2%
. custom. U,custoiii -
'-
~
NBL
'I
1900
4.0
1.00
1.00
0:95
1770
0,90
1770
"10
0.92
11
o
'11
2%
Prot
5
10/1/2007
t
+ .;
~
'-.
NBT'NBR:SBL SBT:, SBR
tf> 'I tt
1900 1900. 1900 1900 1900
4.0 4.0 4.0
0.95 1.00 0.95
0.99 1.00 1.00
LOa 0.95 1.00
3498 1770 3539
1.00 0..34 1.00
3498 627 3539
- 710'.-60:-:-.1-19 .--880----~
0.92 0.92 0.92 0.92 0.92
772 651 129 957 0
. .
4 0 000
833 O. 129 ,'957 q
2% 2% 2% 2% 2%
Perni "]
2
6
8 '<<', ',.8.
9.4 9.4 0.9 46.1
9.4 '9:4 0.9 46.1,.
0.14 0.14 0.01 0.67
4.0 .. : 4.0..' .. 4,0 . 4;0
1.5 1.5 ao 3~
~----.241- --2'11';' -23-2340'."
0.01 cO.24
6
41.2 41.2
41,2 41.2
0.60 0.60
4.0 4.0
3.0 3.0
315~21167:~-"l
cO.27
0.01
0.07 0.48 0.36
26:0 33.8 5.0
1.00 1.00 1.00
0.1---:14,8 0.1
26.0 48.6 5.0
C 0 A
5.6
" ,,,~.A
cO.03
0.19
26,4,
1.00
0.1
26.5
C
82.2
,..
26.1
lJ
Intersection,Summary,' .
RCM Averiiqe CoiitroIDelay'----,.." ~-8.7
HCM Volume to Capacity ratio 0.42
Actuated evcle Length Is) . 611,9
Intersection Capacity Utilization 42.3%
Analysis Period (rllin) 15
c Critical Lane Group
HCM,LeYel"ofService
Sum of losttime(s)
ICU Level of Service
0.21
0.34
7.0
1.00
0.6
7.6
A
0.45
7.6
1.00
0.2
7.8
A
7.8
A
,€I '
". '
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, - ~A"--
16.0
A
'.'
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Page 6
JRH Trans~ortation Enginering F15
DatE! Received:.
Planner~
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JRH TRANSPORTATION ENGINEERING
4: GATEWAY MALL MAIN .ENTRANCE & GATEWAY STREET . 10/1/2007
Y t i' +- '- ~ t ~ \. + ~
-+
Lane'Group ,EBL. EBT," EoBR WBL. :wBf-WBR-NBL NtH NBR. SBL SBT <iBR
Lane Configurations 4 l' 4> 'I tf> 'I tt l'
ideallilow (vphpl) " 1900 . ,1900 ,1900 1900 1900. 1900 - 1900 1900. 1900 1900 1900 190~
Storage Length (ft) 0 0 0 0 175 0 125 225
Storaqe Lanes 0 1 0 0 1 0, ,1 11
Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
LeadinqDetector 1ft) 50 50 50 50 50 50 50 ,', \.j: -50 50 ,50
Trailing Detector (It) 0 0 0 0 0 0 0 0 0 0
Ifurninq <ipeed (Illph) 15 9 15 9 15 9 15 ~
Lane Utii. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00
Frt 0.850 0.958 0.996. 0,85U
Fit Protected 0.953 0.981 .0.950 0.950
Satd;Flow,.(prot) ~ 0 1775 1583 0 1,751 0 1770 3525 a. 1770 3539 .1583
Fit Permitted 0.718 0.926 0.950 0.950
. Satd, Flow (perm) 0, 1337 1583 0 1652 0 .1'%70'-3'(;25 ' ~O, 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
$ald'Flow (RTOR) 167 4 3 264
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Link <ipeed (mph) .':. '30: 30 .35 no 35 ,
Link Distance (ft) 220 198 493 593
jfravel Time(s) 5.0 ,'1.5 9.6 1'1.6
Volume (vph) 190 1 154 5 4 4 135 576 14 21 657 243
Peak Hour Factor 0,92. 0-:-9Z-0.92 0.92 0.92 0.92 ,: 0.92--O:-92-[9~0.92-;---0,92--o.92
Adj. Flow (vph) 207 1 167 5 4 4 147 626 15 23 714 264
Lane Group, Flow..(vph) 0 -208' 167 0 13 0 147 641 0 23 714 264
Turn Type Perm Perm Perm Prot Prot Perm
Protected Phases 4 8 5 2 1 O. - I
Permitted Phases 4 4 8 6
Oetectorf-nases . 'I 4 4 tl ~, b. ,2 1 6 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 10.0 5.0 10.0 10.0
MinimumSpffi(s)' 27.0 27,0 27,0 20.5 20,5 '9.5, 23,0 9.5 30.0" .30:0
Total Split (s) . 33.0 33.0 33.0 33.0 33.0 0.0 24.0 42.5 0.0 14.5 33.0 33.0
rotal Split (%) 36~'7% 36.7%-:-36.7% 36.7%36.7% 0;00/0-:26,7%-47,20/0 0.0% 16:1"70-36.7% 36.7o;J
Maximum Green (s)' 29.0 29.0 29.0 29.0 29.0 20.0 38.5 10.5' 29.0 '29.0
i)'ellow'Tlme IS) 4.0 4.0 4.0 4.0 . 4,0,' . 4.0 4.0 4,0 4.0 4.0
All-Red Time (s) 0.0 '. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lead/Laq' . .' Lead Laq Lead Laq Laq
,. . Lead-Lag Optimize? Yes Yes Yes Yes Yes
~efilcle Extension '(s)' 2-:-o~2-:-() 2.0-L,0 2.0 L:o-:3~o L.U ~~0'~3~~
Recall Mode None None None None .None .None Max None Max Max
Walk lime(s) , ","- ,.5.0- 0.0 5.0 7.0 7,0 7,~
Flash Dont Walk (s) 18.0. 18.0 18.0 12.0 19.0 19.0
Pedestrian ealls I#/hr) 5 5 0 0 Ii _ 4 4
Act Effct-Green(s) 14.6. 14.6 8.7 10.0 42.6 5.7 34.4 34.4
Actuated q/CRatio 0.21 0.21 0:11 0.14 0:62 0.08 0.50 0.50,
vie Ratio 0..74 0.36 0.07 .0.59 0.29 0.17 0.40 0.29
,Control Delay '_ 40.8 6.4 24.1 38.1 8,9 36.4 ' 14.8 3.3
Queue Delay '. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
rotal Delay, 40,8. 6.4 24.1 38.1 8.9 t. 36.4 14.8 33
LOS D A C D A D B A
LTD Gateway Station
: 20.08 with new station
Page 7
JRH Transportation Enginering F16 .
Date Received: Il~ 17 -07
Planner: ~
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JRH TRANSPORTATION ENGINEERING
4; GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET
..J '-+ t i' +- '- ~
"EBT EBRWBL WBT WBR' NBL
--- ;25~'5~---- -~--2~r1-~~ ---------.
C C
fane GroupEBL'
Approa:cIiDelaV:-~' ---0;- - .-.
Approach LOS
intersection Summary ~
Area Type: Other
f;vcle Length: 90 ,;
Actuated Cycle Length: 69
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.7~
Intersection Signal Delay: 15.4
Intersection Capacity Utilization 52:9%
Analysis Period (min) 15
Intersection LOS: B
IGULevel of Service A
Splits and Phases: 4: Gateway Mall Main.Entrance & Gateway Street
!1:S~~1 14z15~ '''I ~:.~.
~~__ '1~'s,06 !:8
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Page 8
JRH Transportation Enginering F17
Date Received: 17-- \1-07
Planner:
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JRH TRANSPORTATION ENGINEER)NG
4: GATEWAY MALL MAIN ENTRANCE & GATEWAY STREET
..J -+ t i' +-.. '- ~
Movement
Lane Configurations
Ideal Flow (vphpl)
Total Lost time (s)
Lane UliI. Factor
Frt
Fit Protected
Satd. Flow (prot)
Fit Permitted .
Satd. Flow (perm)
~olume,(ypli) -- - '---190
Peak-hour factor, PHF 0.92
Adj. Flow (vph) 207
RTOR Reduction (vph) . . 0
Lane"Group FloW (vph) 0
Turn Type Perm
Protected, Phases..
Permitted Phases
Actuated Green,.G (s)
Effective Green, g (s)
Actuated ~/C'Ratlo
Clearance Time (s)
;Vehicle Extension (s)
Lane Grp Cap (vph)
ids Ratio 'Prot
vis Ratio Perm
y"icRat,o
Uniform Delay, dl
f'roqression'Factor
Incremental Delay, d2
belay (s)
Level of Service
6pproach Delay Is)
Approach LOS
.1900
Intersection "
HCM Average Control Delay
HeM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity. Utilization
Analysis Period (min)
c Critical Lane Group ,
L TD Gateway Siation
'. 2008 with new station
..EBL
'EBT EBR
<t l'
. 1900 1900
4.0 4.0
,1.00 1.00
1.00 0.85
'0:95 1.00
1774 1583
.0:72 1'.00
1338 1583
"----c-l- 154
0.92 0.92
,~ .1.' 167
o 133
208
Perm
4
4
4
14'.6 14.6
14.6 14.6
0.20 0,20
4.0 4.0
2.0 '2,0
273 323
cO.16 0.02
0,76 . O,fl
26.8 23.1
1.00 1.00
10.7 0.1
. 37~6"':23-:-:<
D C
31.:<
C
15.6
0.53
71.5
02.9%
15
\!VBL vvsf )NBR f)JBL
4> 'I
1900 1900 1900 1900
'4.0 4.0
, 1.00 1.00
0.96 1.00
0.98 0:95
1752 1770
0.90 0.95
1610 1770
5--- ,"u4' ----"-4.---135
0.92 0.92 0.92 0.92
5 4 4 147
o 300
o 10. ,0' 147
Perm Prot
. :8 5
8
'14.\$, ..~,
'14.6
0,20'
4.0
2.0'.
329
8,8
8.8
0:,12
4.0
2.0
218
cO.08
0.01
0-:-03
22.8
1.00
0.0. "
22':'8
C
, 22.8
C
HCM Level of Service
Sum of lost time (s)
ICU Level of Service'
NBT. NBR
tf>
1900 '1900.
4.0
0.95 .
1.00
1,00
3527
1.00
3527
... 576
0.92
626
1
640'
42,5
42.5
0.59
4.0
3,0
2096
0':'f8
0-'-67---:-5:'31 .
30.0 7..2
1-.-(:fQ-1.00
6.3 0.4
3\';3 7.6 .
D A
12.9
,8
t
2
--14,
0.92
15
o
o
12.0
'A,
10/1/2007
~
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581:, SBR
tt. l'
1900 '1900
4.0 4.0
0.95 1.00
1.00 0.85
1,00 1.0~
3539 1583
1.00 1.00
3539 . 1583
--657--;-24~
0.92 0.92
714 26~
o 131
714 133
SBL
'I
1900
4.0
1.00
1.00
0,95
1770
0:95
1770
21
0.92
23
o
.23
Prot
1
{.
Perm
I
6
36.1:
36.1
0.50
4.0
3.0
799
I
0.08
U:39-0-:-40-::-O::f'7.
33.8 11.0 9.6
1.00 1'.00 HiD,
1.6' . 0.7 0.5
J5~fj-'-61-0']
D B B
, ,11:~, I
B
6
~, 2.4 36.1
2.4 36.1
0.03 0.50
4.0 4.0
2,0 3.0
59 1787
O.Ol---Co-:-:zO
'- .~, ,,-~
B
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Page 9
JRH Transportation Enginering F18
Date Received,~
:'>Ianner:
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SIMTRAFFIC OUTPUTS
YEAR 2008 ANALYSIS
Date Received:
Planner:
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Queuing and Blocking Report
Existinq Conditions-Year 2008
Intersection: 2: North Entrance & Gateway Street, Interval #1
10/1/2007
Movemel)tl~lT!";+ NB NB NB,::::SB' ' SB; .SB
Directions Served L R L T T T T R
Maximum Queue:(f!), 1.12 76 110 170 155 358"'. 324 ..85 :4. J
.~-...,_.,,".,
Average Queue (ft) 92 41 66 87 94 218 194 49
95th,Queue (!f). '131'.. 79 107 157 157 372. 346 83 Ii 1
Link Distance (ft) 90 750 750 510 510
Upstream Blk Time (.%) , . '11 1, " '1
Queuing Penalty (veh) - 0 0
~rag,?,Bay Dist@ ,1-15 ' ,175 400;' j~ .
Storage Blk Time (%) 11 1 1
Queuing Penalty (veh) 9. 3 , "" '2" I'"
~_-'>>_'""- _ ___ "_u,,,_ "'l .,
Intersection: 2: North Entrance & Gateway Street, Interval #2
'SB'
R L T T T T R
78 ."f1'6---;fsO-c-157T-Zl'0----;z04. ~'...SO,
29 47 75 74 131 102 43
66-96 ,142 132 i1'5::--173 68
750 750 510 510
MQvE\mentii...
Directions Served
Maximum.Queue.!ft) .
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Slkfime ("10)
Queuing Penalty (veh)
Storaqe Bay D1sClft)
Storage Blk Time (%)
Queuing Penalty (veh)
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Intersection: 2: North Entrance & Gateway Street, All Intervals
Movemenl'';'.:,::.
Directions Served
Maximum QueuE'-(ft)
Average Queue (ft)
951hQueue (ft)
Link Distance (ft)
!Jpstream Blk l'ime(,%) ,.'
Queuing Penalty (veh)
Storage Bay Dist(ft) -
StorageBIk Time ('/0
Q"ueuinq penaitv(veli)
EB:" EB
L R L T T T
11~S8-:--1:3o-'-84-167: 358
77 32 52 78 79 152
~126-~io~Or--141-140-274 .
90 750 750 510
.6" 0
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JRH
JRH Transportation Engineering
SimTraffic Report
Page 1
JRH Transportation En~ineerjng G1 \ Z. -\ 1- 07
Date ReceIVeQ: '
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Queuing and Blocking Report
Existinq Conditions-Year 2008
Intersection: 3: Oakdale & Gateway Street, Interval #1
10/1/2007
WB <,~~,WB"
Directions Served L R T TR L T T
Maximum Queue.(ft) 43,;,.'65 ,.124 103 . ,120. '114 139. , '~1:
Average Queue (ft) 24 42 56 44 60 38 63
95th Queue (ft) 54 ,68 128 111 116 '115 155 . ~l , ,~ '. :
,",
Link Distance (ft) 251 251 530 530 750 750
,\!pstream Blk,Time (~) , ,'. J
Queuing Penalty (veh)
Storag~~yjilj~!,(f!) .. 120. 1
Storage Blk Time (%) 1 0
Queuing:!?e.I}~!tyj~) 1 :. I
Intersection: 3: Oakdale & Gateway Street, Interval #2
Movement
Directions Served
,Maximum,Queue(ft)
Average Queue (ft)
95tli"C:Weue 1ft) .
Link Distance (ft)
Upstream Ellk'Time (%)
Queuing Penalty (veh)
Stora!le Bay Dist(ft)
Storage Blk Time (%)
f:lueuin!l Penalty (veh)
L
'5'Se'
27
56
251
R T TR L T T
8:r-:-7f2-8---:-f3b-~'fo~ '. 1(;3, '206'
39 47 38 49 37 54
65'--105:--jOO 94C::-:114~145
251 530 530 750 750
'""if',
>1'
.' .', ~
120
o 0
2 0
"li.
-''' ',"
Intersection: 3: Oakdale & Gateway Street, All Intervals
Movement' "':'
Directions Served L
Maximum Queue (ft) 58
Average Queue (ft) 26
951flQueue Ht) , 56
Link Distance (ft) 251
OpstreaiRSlkTlme (6/0)
Queuing Penalty (veh)
o;tora!le Bay Dist (ft)---::-
Storage Blk Time (%)
Queuinq Penalty (veh).
. L TD Station_Gateway Mall
JRH
JRH Transportation Engineering
WB
R T TR L T T
,83--:'~f52::--f<f9-----:-f37Tf79''C'-'208 ",
40 49 40 52 37 56
66~-:-:1Tj ~03 1 bo~'T14---:-f48
251 530 530 750 .750
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SimTraffic Report
Page 2
JRH Transportation Engineering G2
11..-\1-01
Date Received:.
Planner; ~
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Queuing and Blocking Report
Existinq Conditions-Year 2008
Intersection: 4: Gateway Mall Main Entrance & Gateway Street, Interval #1
Movement EB"".ii0E:B SB SB
Directions Served LT R LTR L T TR L T T R
Maximum Queue (ft) 134 78 " 22 - -132 107 105 51 .195 192 141
Average Queue (ft) 94 44 10 82 65 56 23 129 113 74
~5th Queue(!!), _,,- ~'" ,.154' 81. 32 138 119 '115 57 ,204 203 '. 151
Link Distance (ft) 122 122 145 454 454 530 530
,l,!pstream:Blk Time:(:!2). . . 5, 0 '.
Queuing Penalty (veh) 0 0
13toraqe Bay Dist (ft), 175 125, 225
Storage Blk Time (%) 0 7 0
Queu ing 'Penal!vi(veh) 0 2. . 1,
Intersection: 4: Gateway Mall Main Entrance & Gateway Street, Interval #2
EB 'NB
LT R 1TR L T TR L T T
1~2~84-, '42' 124-117---=-"b4--99---:2~lr--i:1O.
87 38 11 74 58 50 26 102 90
.144~f3~3'6~2-0-f03~~99--'------68~f8-3-f6-9
122 122 145 454 454 530 530
3"'- 0 ~ }-. 'j"
o 0
Directions Served
MaxirnumQueue.'(ft\
Average Queue (ft)
95th Queue (Ii)
Link Distance (ft)
!Jpstream Blk..Time(%). '
Queuing Penalty (veh)
$toraQe BayDist;(ft)
Storage Blk Time (%)
pueuinq Penalty (iieti) ,
10/1/2007
I
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147
56
110 .
. - ~
I
1'15
.225
..
125
3 0
1 a,'
Intersection: 4: Gateway Mall Main Entrance & Gateway Street, All Intervals
Movement;
Directions Served
Maximum Queue(ft)
Average Queue (ft)
951h,Queue (it) "
Link Distance (ft)
UpstreamSlkTime' (?;;)
Queuing Penalty (ven)
Storaqed:lay Jjisf(ft)
Storage Blk Time (%)
Queuinq'Penalty..;,(veh) :
l::B~:iIEB ",vvI3;:::;NS'ifil1l":NB:ilii,,jJB ,;SBjaii0~I3:" SB:
LT R LTR L T TR L T T R
. 142-r--85, 42-144-nr-1'15""'71'OO-223---:-2'22--17b
89 39 11 76 60 51 25 109 95 61
147:-."'15'-35-125-:-:-'-07,-103: 65--;:1'90-.------1'79-126
122 122 145 454 454 530 530
4:""~ ~ . < -,,"'----,--~-'
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., 225
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Network wide6ueuinqPenal~lnterval:#F25
Network wide Queuing Penalty, Interval #2: 7
Network wide'Queuin'9'l"enaltx, All Intervals: IT-~--
'1
L TD Station_Gateway Mall
JRH
JRH Transportation Engineering
SimTraffic Report
Page 3
JRH Transportation Engineering G3
Date ReceiVed:Jl1.7--V!
Planner: /'tV
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Queuing and Blocking Report
2008 with new station
Intersection: 2: North Entrance & Gateway Street, Interval #1
10/1/2007
EB EB sa,,, SB
Directions Served L R L T T T T R
MaximumQlieue .@......::. 109~c.' ~'74 ' 85 154 171 263 ;240 83 , .. ~J
Average Queue (ft) 94 38 56 82 83 180 150 49
95th Queue (~J.:. ... 127 . 81 ,', ',99 2~" 167 269 ' '236 . 85 I
c.____~~~
Link Distance (ft) 90 750 750 510 510
!:!p"streamBlkTime (,~) .",15 .~ O. ,., ~
Queuing Penalty (yeh) 0 0
~ge BaX.,Dist (ft) 115 . " 175. 400
Storage Blk Time (%) .15 0 0
QUeuingPenaity_(~) 1'1' ,,',,0 Dd ,.
Intersection: 2: North Entrance & Gateway Street, Interval #2
Moyerllent>a,~:~
Directions Served
Maximum.Uueue (ft) .
Average Queue (ft)
~5th"'dueue(fth; ,
Link Distance (ft)
9pstreani .Blk']'ifne"(%)
Queuing Penalty (veh)
Storage, Bay Disl(ft)
Storage Blk Tiii1e (OJ,)
()ueuinQ PenaltY'lveh)'
EB2:::..EB NB
L R L T T T T R
'. p l1'o"'-;T75 '....11'8- -f(f2--qf50~, :23~i"'.:2i2--:,,Jf6 .
79 30 51 72 73 133 113 44
<'1'21 . 60 97 t >1'32 ,13;f"7c2b3';'''~fIl9 70
90 750 750 510 510
"~I b. 0 ," ,+'
o 0
, ;1.15""'ft5
o
o
, ;,
~oo
7
4
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"
Intersection: 2: North Entrance & Gateway Street, All Intervals
MbvEiment
Directions Served
Maximum Queuec(ft),
Average Queue (ft)
95i~Queue (ft)
Link Distance (ft)
ypstream Blk,l'ime (%)
Queuing Penalty (veh)
StoraQe Bay Dist(ft)
Storage Blk Time (%)
Queuing PenaffV(veh) ,
EB .r-,lB,;,t02 NB;:~l:I:-IB! SB sa
L R L T T T T R
''-1 0 84-~fj~17"2'-:-'j 73 '.269258 96
82 32 52 74 75 144 122 45
. f24~-66----'-91l 138 '143~227""";'20'5-7i1.
90 750 750 510 510
9 '0'..,
o 0
'-f5~i75' ." 40UN" '
9 0 0
7 .: 0, 0
.' J
.,
,
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L TD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 1
JRH Transportation Engineering G4
Date Received:
Planner:
I Z. -[ 7-07
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Queuing and Blocking Report
2008 with new station
Intersection: 3: Oakdale & Gateway Street, Interval #1
MQvE!rrlent NI3 NEt ,::iII!\IElx:c;k,,'SB
Directions Served L L R L T TR L T T
Maximum Queue (ft) 56 .46. 73 33 129. 108- 112 164 189
Average Queue (ft) 17 25 45 11 55 47 65 77 93
95thQueue(ft) 58 56 74 . '36 142 123, 123 183 221;;
Link Distance (ft) 100 251 251 522 522 750 750
Qpstream.Blk Time(~r a'".
Queuing Penalty (veh) 0
~g~y Dist@ 100 ,"120
Storage Blk Time (%) 2 1 2
Queuing Penalty.(veh) , ,a: 3 2
10/1/2007
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Intersection: 3: Oakdale & Gateway Street, Interval #2
Movement EB. SB
Directions Served L L R L T TR L T T .
MaXimum Queue-:-rftf b4 ~54~65~"'33-164~50i; "127>..18:6:-'197 c
Average Queue (ft) 13 27 38 8 57 47 50 47 58
951t1:"Queue 1ft) 53~54~6~' 29 128 119:---71oo~-"'T37 163
Link Distance (ft) 100 251 251 522 522 750 750
ppstream Slk'i'ime(%).:~. 0
Queuing Penalty (veh) 0
storaqeBayDist.(ft)
Storage Blk Time (%)
~g Penalty,(veh)
I
- ..;-
100
,120
o
1
1
,< .~
1
1
2
,0
Intersection: 3: Oakdale & Gateway Street, All Intervals
Movement
Directions Served
Maximum Queue 1ft)
Average Queue (ft)
951h"dueue rli)
Link Distance (ft)
ppstream ,B1k;'TirneA%)
Queuing Penalty (veh)
Storaqe BayOisf(ft):
Storage Blk Time (%)
,9yeuinqPenalty (veil)
i.WBi:!il)liV)lB,,,,c" NBj;~!li!JN6i; NB:<iiSB",;jS8 SB
L L R L T TR L T T
72-----:-011 80 34---:-;186.. ,165'141 -209 2'24
14 27 40 9 56 47 54 54 66
54~755-:--65-3'1-'-132---::-12Ci- j07~51-:-f8-0
100 251 251 522 522 750 750
0, .
o
.1
, ,
"
100 ' k ..',,. ... ,12'0
2 0
'0 1
.1
1
1.
L TD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 2
JRH Transportation Engineering G5
Date Received:.
Planner:
12.--[7-01
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Queuing and Blocking Report
2008 with new station
10/1/2007
Intersection: 4: Gateway Mall Main Entrance & Gateway Street, Interval #1
Movement .WB SB SB
Directions Served LT R LTR L T TR L T T R
Maximum Queue(~) , 78 ,78 25 152 126 106 4:1.. ,215 187;, 128 I
Average Queue (ft) 68 47 9 95 72 62 20 123 116 61
95th'Queuei.(ft) 94' 80 32 171 128 116 48 , 229 '220 118,
Link Distance (ft) 145 454 454 522 522
Upstream Blk Tiriie'(%) ,j
Queuing Penalty (veh)
Storaqe Bay Dist(ft), 175. 125 225
Storage Blk Time (%) 1 0 8 0
QU':'.!ll!Jg",Penalty'(veh) ,,> ':, ;;;", '.4 0 2 1
Intersection: 4: Gateway Mall Main Entrance & Gateway Street, Interval #2
Mo,yeh1el'it'''
Directions Served
Maximlim'Queuei(ft)'
Average Queue (ft)
95th'Queue (ft)
Link Distance (ft)
Upstream Sikfime (%)
Queuing Penalty (veh)
!3toraqe Bay Dist(ft)
Storage Blk Time (%)
i:lueuinq Penalty(vehl.
'NB cNB:':c~'
R LTR L T TR
. 78 . 37"""'189 160 f5~
40 15 86 67 54
75~0~55~35 ..,.1'20
145 454 454
'SB_SB
L T
51--:"~219
16 100
44,',184
522
.,
.. ,SB.
T R
205""""147
84 52
170 f09" '"
522
LT
76c,
65
90
.1
\i: ,~
175
1
~2.
12'5
I
.225
o
0' ' :
4
1
o
Ii
Intersection: 4: Gateway Mall Mair:J Entrance & Gateway Street, All Intervals
MovemeQt~13fr,i,;
Directions Served
Maximum Queue(ft)
Average Queue (ft)
95th UueueXft)
Link Distance (ft)
ppstream ,SlkTime(%)
Queuing Penalty (veh)
Storage Bay Dist(ft)
SiOiageBIk Tirile (%)
...~...~..._--..~---
Queuinq Penalty (vehL
EBEB NB
L T R L TR L
78 79-37-1119
65 42 13 88
~91---':i7 u'i~-39-'-159
145
T TR
f(,-g--'7'f51
68 56
134'""'"'-:120
454 454
L T T
60 ---234-22C'
17 106 92
45--197--185 '
522 522
R
.163
54
,111
, 'f?
175
1 0
--2-- 'U
j25
225
, I
5 0
1 --:-0
, I
LTD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 3
JRH Transportation Engineering G6 -17- 1
. Date Received:, I ~ ()
Planner. ,/XV
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Queuing and Blocking Report
2008 with new station-mid-dav
Intersection: 8: Main entrance & Perimeter road, Interval #1
10/2/2007
MO)lement NB
. Directions Served T
[v1aximum QueUe (ftj' " '4.1-
Average Queue (ft) 21
95th Queue,(tl) 52
Link Distance (ft) 250
UpstreamBII<TIme(%) ,
Queuing Penalty (veh)
Storage Bay Dist (ft)
SiOiage Blk ~(O;.)
Queuing. Penalty' (veh) '\.
NB
R L
92' .86
55 57
, 92 88
250 83
" 2
3
T
53
33
58
83
,'," ~.
"
..' 1,'
. r..
.~ ."
/'
Intersection: 8: Main entrance & Perimeter road, Interval #2
MoVement. NB'
Directions Served T R L T
Maximum Queue 1ft) 50---:'1'01 ,9-'---70 .
Average Queue (ft) 21 53 52 34
95thQueue(ft)i50~8rT7'82 , 60
Link Distance (ft) 250 250 83 83
Upstreanl'BlkTime ("!o) . , 1 0
Queuing Penalty (veh) 1 0
Storaqe 8ayDist 1ft)
r "
Storage Blk Time (%)
Queuing Penalty Iveh)
. ,,; '~:,
, I
Intersection: 8: Main entrance & Perimeter road, All Intervals
Movement,,,,,,,, 'J
Directions Served
Maximum-Queue (ft)
Average Queue (ft)
95th Queue 1ft) .
Link Distance (ft)
Upstream I3lktime-(%)
Queuing Penalty (veh)
Storage Bay Dist,(ft)., ,.
------ - - -
Storage Blk Time (%)
Que,uiii'oPenal!V'(ve'h) ,
1
T R
,55 '. ,11'0
21 53
51-im
250 250
L T
92'-10-
53 34
, 84-60
83 83
2 0
2 0
I
,,-;
j
-34'S
." .
*
L TD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 1
JRH Transportation Engineering G7
Date Received:
Planner:
(L~17J67
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Queuing and Blocking Report
2008 with new.station-mid-day
Intersection: 13: Umqua Bank-In & Perimeter road, Interval #1
Movement"
Directions Served
Maximl1m ,QueiJe;(m'
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream BlkTime(%)
Queuing Penalty (veiil
Storage Bay Dist(ft)
Storage Blk Ti";-;;- (010)
QueuinqRenaltyJveh) " '
LT
19
3
.17
83
R
8
2
16
83
LR
44', .
22
,52' "
72
o
o
-.;;..
LT
33
6
27
12
1
1
Intersection: 13: Umqua Bank-In & Perimeter road, Interval #2
Movement
Directions Served LR L T R
~aximumUueue (ft)--:~5o-C--'--34~lb - m
Average Queue (ft) 20 4 1
95th Uueue'(ft) ,. :00' 23-;-;---10
Link Distance (ft) 72 83 83
ppstream,sr;<;Time (%)~-'o
Queuing Penalty (veh) 0
Storaqe'Bay DisUft),'. "
Storage Blk Time (%)
QueuinqP.enaltY (\teh) -' .
LT TR
"Lb.- -'7.';;" , ..
2 1
15 10
12 12
1. U
o 0
Intersection: 13: Umqua Bank-In & Perimeter road, All Intervals
Movemehtht;'J%~:'f1f7!::S,~' ,
Directions Served
~aximl1m,Queue (ff)
Average Queue (ft)
95th Uueue,@
Link Distance (ft)
Upslream;Blk:fime(%)
Queuing Penalty (veh)
StoraqeBay. DisCfft)
Storage Blk Time (%)
Queuing PenaltY"(veh)
LR
61
20
50
72
o
o
SB
L T R L T TR
34;-----16 - -:3'5 17 '
4 1 3 1
22-12_=---'-1l: ~
83 83 12 12
1 0
1 0
L TD Gateway Station
JRH
JRH Transportation Engineering
10/2/2007
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SimTraffic Report
Page 2
JRH Transportation Engineering G8 7
Date Received:_ 12.-[7-0
Planner: j'\I/
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Queuing and Blocking Report
2008 with new station-mid-day
Intersection: 15: Umpqua Bank-out & Perimeter road, Interval #1
MD'vementw(,'C "
Directions Served
Maximum Queu~ (m '
Average Queue (ft)
95th'Queue (11). '
Link Distance (ft)
Upstream BlkTime (%)
Queuing Penalty (veh)
Storage Bay Dist (ft),
StOrage Blk Time ('/0)
QueuingPenaltyj~)
,,,,,"EB
LR
44
25
53,
89
"'WB
LR
43' '
21
.49
115
T
26
4
20
, ,
--~~_..-
,
25
o
o
Intersection: 15: Umpqua Bank-out & Perimeter road, Interval #2
Movement1:"ifii';.'.t0
Directions Served
Maximum"QueUe;rflj',
Average Queue (ft)
95th"'0ueue;(ft):, ',"
Link Distance (ft)
Upstream SU,-fime,(%)
Queuing Penalty (veh)
SloraqeBay Dist (ft) .
Storage Blk Time (%)
QueUlnq Penalty (veh)
LR LR
; ;:59 ..34
23 16
"50' ,>41
89 115
o-~"
o
LT
5
o
4
12
o
o
T
32
3
17
,'" ~-<;\
, '
20
o
.0
Intersection: 15: Umpqua Bankcout & Perimeter road, All Intervals
Movemenh}>>~i>S:::i2'0itui:
Directions Served
Maximum Queue(ft)
Average Queue (ft)
95th QueUe (ft)
Link Distance (ft)
9pslream.BiFT:ime,(%)
Queuing Penalty (veh)
Storaqe Ba/Disf(ft) ,
Storage Blk Time (%)
QUeuing PenaltY!lveh);,
10/2/2007
"
]
-. .':~.'''.
"
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WB'ii'",;;NB"
LR LR LT T
59 4r- '5 -32
23 17 0 3
;51" 43 3 lH
89 115 12
.0' "',. 0
o 0
;<5
o
o
Nework Summary
Network Wide Uueuinq Penaltv,interval"#1':-4"~-
Network wide Queuing Penalty, Interval #2: 2
NetworK:Wide Uueuinq:Penalty, Alflntervals:2~---
L TD Gateway Station
JRH
JRH Transportation Engineering
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SimTraffic Report
Page 3
JRH Transportation E~gineering G9\ 2--' 11 ~o1
Date Received: .
Planner: j\l.-/
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JRH
L 0:.; i....I
.- ,__:..;",:~J'Y'II!'I'III":f:"-';;--; -.:"_~
fNGIN~_ERS
PROJECT MANAGER
. , I '. ~.~ - r-: . I".~:.". I Q,;-,.r:-:"T ..:~ Ull ...
[' I ^ N N FRS
A?~~_\J~=X -
SIMTRAFFIC OUTPUTS
YEAR 2008 ANALYSIS
PERIMETER ROAD
Date Received'
Planner:
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12-(7-07
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V l\ I (!- ).~]. b X 7.1 II X] 1\ \ S..j 1 . J -I 5 . (1 -'1" <) IV f H I It II \V ~ l\ COM
-17 b:; V I I LAG [ r I A Z i\ to () r S lJ I T [ 20 I r LJ G r N r () It l G (1 N q 7 -I 0 I
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Queuing and .Blocking Report
2008 with new station
Intersection: 8: Main entrance & Perimeter road, Interval #1
10/1/2007
Directions
T
R
T
Intersection: 8: Main entrance & Perimeter road, Interval #2
Directions Served
L
T
T
R
Intersection: 8: Main entrance & Perimeter road, All Intervals
Directions
L TD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 4
\ 2;-\ 1-01
,At-
Date Received:.
PlanneL
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Queuing and Blocking Report
2008 with new station
Intersection: 13:, Umqua Bank-In & Perimeter road, Interval #1
10/1/2007
Directions Served
LTR
LT
LT
Intersection: 13: Umqua Bank-In & Perimeter road, Interval #2
Directions Served
L TR . L T
R
LT TR
Intersection: 13: Umqua Bank-In & Perimeter road, All Intervals
l:TD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 5
l2.-t 1-D1
Al.--
Date Received:.
P'anner~
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Queuing and Blocking Report
2008 with new station
Intersection: 15: Umpqua Bank-out & Perimeter road, Interval #1
10/1/2007
Directions Served
LT
T
LR L TR
Intersection: 15: Umpqua Bank-out & Perimeter road, Interval #2
Directions Served
T
LR . L TR
LT
Intersection: 15: Umpqua Bank-out & Perimeter road, All Intervals
Directions Served
LT
T
LR L TR
L TD Gateway Station
JRH
JRH Transportation Engineering
SimTraffic Report
Page 6
Date Received:
Planner.
l2-n--67
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JRH TRANSPORTATION ENGINEERING
\1'\1\\. i rh\\cb. com
EUGENE
-t765 Village Plaza Loop, Suite 201
Eugeue, Oregon 97-t01
5-t 1-687-1 081
--
litH LAND IJ,r
.IViSION
GATEWAY MALL
LTD Bus STOPS
OCTOBER 11, 2007
Revised DECEMBER 14, 2007
Date Received:
Planner:
! z..-i'f-07
/Tt-
'(II 541.687.10HI I', "-l1 3-1.1 Cl'lql)
n 6.' V ILL A G r f' 1 II 7 ^ 1 (I (II' ;II I r 1 1 nil tiC 1 N I
\'.' II~ II \v r [\ ( II J\\
l) It I l! l);'\J q 7.t III
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SITE PLAN REVIEW
MODIFICATION (TYPE II)
September 21, 2007
(Revised October 11,2007)
(2nd Revision-December 14,2007)
Prepared for:
Lane Transit District (L TD)
Administrative Offices
3500 E. 1 ih Avenue
Eugene, OR 97401-0470
Prepared by:
JRH (Land Use Planning Division)
4765 Village Plaza Loop, Suite 201
Eugene, OR 97401
(541) 687-1081
.
Request: Seeking the City's Administrative Approval for the relocation of L TD's transit
facility from the interior of Gateway Mall to the site's perimeter along the west
side of Gateway Street, including removal of existing transit stop and the
construction of a covered walkway and a new L TD transit facility, including
removal of existing trees and a new exit drive-intersection at Oakdale and
Gateway Streets.
Date Received:.J1..:.ItJ-01
Planner: (t:C
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I. INTRODUCTION
A. Background
B. Request
C, Site Information
D. Site Description
..
TABLE OF CONTENTS
II. CONFORMANCE WITH DEVELOPMENT CODE
A. SECTION 5.1-100 - DEVELOPMENT APPROVAL AND LAND USE
DECISION PROCEDURES
5.1- !O5
5.1-130
Description of Permit I Decision Making Proc,edures
Development Approval Review - Type I
B. SECTION 3.3-200 - DRINKING WATER PROTECTION (DWP) OVERLAY DISTRICT
3.3-220
3.3-235
Time of Travel Zones
Standards for Hazardous Materials within Time of Travel Zones
C. SECTION 3.2-300 - COMMERCIAL ZONING DISTRICTS
3.2_305
3".2-310
3.2-315
3.2-315
3.2-315
3.2-315
4.6-125
4.7-100
Establishment of Commercial Zoning Districts
Schedule of Use Categories
BaseZone Development Standards
Lot Coverage Standards
Setback Standards
Maximum Building Height
Vehicle Parking - Parking Space Requirements
Special Development Standards
: Date Received:. I 2.-llf-o 7
Planner;' J\'L..-
JRH 1 LTD/ Gateway Mall Site Plan Rcvic\\' - Modification (Type II) I September 21, 2007 (2nd Revision December 14,2007) 1'2
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D. SECTION 5.15-100 and SECTION 5.17 -MINIMUM DEVELOPMENT
STANDARDS AND SITE PLAN REVIEW (S.P.R.) STANDARDS
5. I 7- I 05 S.P.R. - Purpose and Applicability
5.17-120 S,P.R. - Submittal Requirements
5.17-145 S.P.R.-Modifications
5.17- 150 S.P.R. - Security and. Assurances
5.17-155 S.P.R. - Maintaining the Use
4.4-100/105 S.P.R. - Landscaping Standards
,
4.4- 100-105 S.P .R. - Planting Installation Standards
4.4-1 IO and 4.5- I 0011 10
S.P.R. - Screening and Lighting Standards
4.6-100-110 S.P.R. - Vehicle Parking, Loading, and Bicycle Parking Standards
4.6-120 S.P.R. - Parking Area Improvement Standards
4.6- \30/135 S.P.R. - Loading Standards
4.6-1401145 S.P.R. - Bicycle Parking Standards
4.6- 150 S.P.R. - Bicycle Parking Spaces - Facility.Improvement
4.6-155 S.P.R - Bicycle Parking Spaces - Number of Spaces Required
4.3-115 S.P.R. - Water Quality Protection
III. CONCLUSION
Date Received'
Planner:
l2-ILf-DI
In-
JRH I LTD! Gateway Mall Site Plan Review- Modification (Type II) I September 2t,2007 (2"d Revision December 14,2007) I ]
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IV. EXHIBITS
A. Vicinity Map
B. Lane County Assessor's Map
C. Site Plan (Reduced Copy of Plan Sheet A I. I)
D. Change in Curb Location (Rig~t-of-Way Adjustment) .
E. Site Phasing (4 sheets)
F. Traffic Impact Analysis (Attached as a separate document)
G- I Lighting Cutsheets
G. Plan Set (Attached as a separate set of plans)
. General
G 0.1 -_nnn---Cover Sheet, Code Information
S I---------------Site Assessment of Existing Conditions
. Civil
C 1.0 ---.----n~Civil Site Grading Plan and Civil & Survey Legends
C 2,0 --------_nCivil Vehicular AC Paving Plan
C 3.0 --------.".Storm Drain and Water Distribution Plan
C 4.0 .---------..Civil Details
. Landscaoe
L I. I m~~---.--Irrigation Plan
L 1.2 .-------.--Irrigation Plan
L 2. I ---"",-----PIanting Plan
L 2.2 ~nnm---PIanting Plan
.
Architectural
A 1.0-.-.h.---.Demo Plan
A 1.1 ---nn----Site Plan
A 1.2 m".------R.a. W Dedication; Landscape Area Diagrams & Table;
Reference Diagram
A 2. I ---.-------Platfonn Plan
A 2.2-------.mCovered Walkway Plan
A 2.3 --------,'.Platfonn Reflected Ceiling Plan
A 2.4----.------Covered Walkway Reflected Ceiling Plan
A 3.1 --.m-.---Elevations.
A 4. I h.n------Sections
Date Received:
Planner:
12'I4-D7
AL-
J R.H I L TD/ Gateway Mall Site Plan R.eview - Modification (Type II) I September 21. 2007 (20d Revision December 14. 2007) I 4
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. Electrical
E 0.1 -----n"mElectrical Legend and Abbreviations
E 1.0 m----m-EIectricaI Demolition Plan
E. 1.1 -m----mPower Site Plan
E 2.0 -_n-m---Lighting Platform Plan
. E 2.1 -----nnnLighting Covered Walk Plan
. Traffic
T 1.0 nn-n"-nSignal Plan
T 1.1 -----ncmDetector Plan
T 1.2 -m--m"-Interconnect Plan
.
, Date Received' {Z- (if-01
Planner: /fL.,
jRH I L TO/ Gateway Mall Site Plan R~view - Modification (Type II) I September 21, 2007 (2nd Revision December 14, 2007) 15
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I. INTRODUCTION:
A. Background:
The Gateway Mall was originally approved and constructed in 1988 under a
Disposition and Development Agreement between the City of Springfield and the
predecessor-in-interest to the Mall's current owners, General Growth Properties.
Subsequent amendments to the Development Agreement in 1998 and 1999 have
permitted the construction of several retail establishments, including restaurants,
around the peril11eter ofthe site. The most recent addition was the Kohl's
department store to the mall structure.
The Applicant, Lane Transit District (LTD), with the authorization of General
Growth Properties, Inc., is requesting approval of a Site Plan Modification
application for relocating L TD's bus transit stop facilities.
B. Request:
The Applicant is requesting approval of a Site Plan Modification under Type II
application procedures for a proposed new transit facility described in this
narrative and as shown in Exhibit C and the attached plan set. This project
involves the construction of up to three bus shelters with four 10,ading areas,
including bicycle parking along the west side of Gateway Street, a covered
pedestrian walkway, the construction of the fourth west leg of the intersection of
Gateway and OakdaIe Streets and, lastly, removal of the existing transit stop,
including creating additional parking replacing parking lost for the covered
walkway, plus landscaping. Per Springfield's Development Code, a Type II
Approval is an Administrative decision that is reviewed and approved by the
Director of Planning after a public notice and comment period. During various
meetings with the'City, staff indicated it appeared that no public hearing need be
required, based on nature and scope of this project.
t. SiteInformation:
1. Ownership:
General Growth Properties, Inc.
2. Address:
300 Gateway Stree!, Springfield, OR 97477
3. Location:
Wests ide of Gateway Street and
north of Harlow Road
4. Tax Lot Information:
A vicinity map is attached as Exhibit A.
The site consists of: Lots 2 109, 2200,
2218,2219,2300,2307 of tax map
17-03-22. A copy of the County Tax
Lot map is attached as Exhibit B.
Date Received:
Planner:
IZ-{Lf-07
/tL
JRH I LTDI Gateway Mall Site Plan Review- Modification (Type m I September 21, 2007 (2nd Revision December 14.2007) 16
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5. Development Mall Site Size: 72 acres (actual modifications area is
Tax Lots 2200 and 2300 - 4 I acres;
. actual affected area is 2.21 acres)
6. Comprehensive Plan Designation: Commercial
7. Zoning Designation:
CC ~ Community Commercial
D. Site Description:
The subject site is the Gateway Mall and associated parking. The site currently
consists of a large consolidated shopping mall and several detached retail and
service buildings totaling 718,449 square feet, including an off-street L TO transit
facility. Customer parking areas are.\ocated on all sides of the existing mall, but
primarily along Gateway Street, running..northl south along the east side of the
mall. The' mall is located near the center Of the property, and the site of the
proposed LTD's relocated transit facility is southerly ofthe midCIIe of the mall,
fronting on Gateway'Street. The area of modification is 2.21 acres. Impacted
interior parking area for landscape area requirements is 1.72 acre (74,892 square
feet) .
Ingress and egress on the site is located at four points: at Gateway Loop to the
north, at Beverly Street to the south, and two signalized entrances off of Gateway
Street. The site is zoned CC - Community Commercial. Surrounding uses to the
,
north and south are also zoned CC - Community Commercial, while an area of
Medium Density Residential (MDR) is located to the east across Gateway Street.
Interstate 5 borders the site on the west, separating the subject property from the
City of Eugene.
Description of Surrounding Area:
Table A: Land Use
f"""''TIi'=~''=~'~~ ==, .._._._~~'",c,~,C"""~,,,,,,,=,c"''', F."....""~'_~."'._..'I
::.:.....:.-JArca~-"'E t!ffiE~ ",,~Eandi!..lJse~~ "=., "'; ~~iJf;E,,*a:;'"" ..."",~-Zonlne:~-- .._. ==""_ ,=-
North Commercial CC (Community Commercial) I
I East Multi-family housing MDR I
I South Commercial CC (Community Commercial) I
I West Interstate highway N/A I
Table B: Public Facilities
I='~""""-~' '"'-'-'==<:'~;Jj'I"i!~""'I""''''''~''''''''{4~Ji.-''c~'' -..-.'",r,'''-'=''--~-r=r'~'-'' >..,.c 'w ,-""-w.-" .~~,,~.~~.,-_. '-;"',-',"",'.: :~.~.-" 'I
Itf::~Ser,yice~~~ ~~;;~~~0;~~~~~~"'~="" ~~~~~'"~ ""t '{!,~~~tiit:it.~
I Sanitary Sewer city of Springfield 8" On site I
I Storm City of Springfield 12" On site I
Date Received:
Planner:
Il-I4-Dl
frL
JRH I L TD! Gatc\vay Mall Site,Plan Review - Modification (Type 1I) I September 21, 2007 (2nd Revision December 14,2007) 17
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Table C: Transportation
l~srr:eeiS1Js~~:~~~~:i;';l~~~~.:.~'ri<.=~~~~;~;::~;:~::::~~~~~Y;jjF~~~~~~~l
- Plan Desil:nated R-O-W I Improvement I
80 feet , ' 70 feet I
"b--e:~:J
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Lane Transit District
Routes
12 and 79
Location
Off-Street Gateway Stop
Including. On-Street Stops
Gateway Street
Existinl:
Yes
Plan Desil:nated
Yes
H. CONFORMANCE WITH DEVELOPMENT CODE:
. This section identifies the applicable Development Code provisions and explains the
basis of the project's conformance with the identified Code standards.
A. "Section 5./~/00: The Development Review Process" .
"5./~/05 Description
. A. Development Approval- Type I and Type II. Except a,5 specifically
exempted by Section 5.1-110 of this 'A rticle, Development ApprovaIfrom the
Approval Authority shall be requiredfor all Type I and Type 11 development
withinthe City and its urbanizable areas. "
Resnonse: The Applicant understands from the discussion during the
applicant's Development Issues meeting of August 31, 2006 and a second
meeting of-June 14,2007, that this application for Site Plan Modification will
be reviewed under Type II procedures.
"5.1-130 Type II Procedure (Administrative)
Type II decisions shall be made by the Director afler public notice, but
without a public hearing, unless appealed. Type II applications shall be'
reviewed.as described below, unless the Director determines that the
application should be reviewf'd as a Type III decision due t6 the complexity of
the application or the needfor discretionary review:
Date Received:IZ-fc1 -fJ7
Planner: ;l1.--
JRH I L TD! Gateway Mall Site Plan Review - Modification (Type II) I September 21, 2607 (2nd Revision December 14, 2007) I 8
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A. Type 1/ applications are submilled to the Development Services
Department. The Director shall determine application completeness.
B. The Director shall provide mailed notice to the property owners and
occupants within 300 feet of the property being reviewed and to the applicable
neighborhoodassociation. In addition, the applicant shall post one sign,
approved by the Director, on the subject property. For all Type 1/ notices, an
affidavit shall be completed by stajl stating that the required notice was
provided to the appropriate individuals. There shall be a 14 day period,
beginningfrom the date of the notice,for persons to provide wrillen coinments
to the Director. The Type 1/ notice shall: . .
C. The Director shall distribute the application to the Development Review
Commillee or the Historical Commission/or comments.
D. The Director's decision shall address all of the applicable approval
criteria and/or development standards and any wrillen comments }rom those
persons who received notice. The Director may approve, approve with
conditions, or deny the application.
E. The Director's decision shall be the City 'sjinal decision and is effective
the day it is mailed to the applicant, property owner and those persons who
submilled wrillen comments, unless appealed. The Director's decision shall
include an explanation of the rights of each party to appeal the decision.
F. The Director's decision may be appealed within 15 calendar days to the
Planning Commission or Hearing's Official as specified in Section 5.3.100.
Any action taken to begin development prior to the expiration of the appeal
period is solely at the applicant's risk and expense. The City assumes no
liability or expense if the development is ultimately terminated based upon the
outcome of the appeal. .'
ResDonse: The Applicant understands that the subject application for a
Site Plan Modification will be reviewed as a City of Springfield Type II.
Development Review Procedures and that the decision.making authority is the
Director of Planning without a public hearing,
B. SECTION 3.3-200 - DRINKING WATER PROTECTION (DWP)
OVERLAY DISTRICT
"3.3.220 Time of Travel Zones
A. The DWP Overlay District includesfour TOTZ: 0.1 year: 1.5 years; 5.10
years; and 10.20 years. The locations of the TOTZ for e~ch wellhead are shown
on Drinking Water Protection Area Maps kept onjile with the City of Springfield
Development Services, Public Works, and Fire and Life Safety Departments; and
Springfield Utility Board (SUB) and RainbO\l' Water District (RWD).
Date Received:
filinn~;
I L-ltf-D7
ftL-
jRH I LTD/ Gateway Mall Site Plan Reviev..'- Modification (Type II) I September. 2 1, 2007 (2nd Revision December 14,2007) 19
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B. The areas within specified wellhead TOTZ are those drinking water
protection areas certified by the Oregon Health Division, under the Oregon
Administrative Rules that apply to Oregon's EP A-approved Drinking Water
Protection Program, in Oregon Health Division Delineation Certification
#0002R, March 18, 1999.
C. In determining the location of a property within a TOTZ, the following
criteria shall apply:
1. The Lane County Department of Assessment and Taxation maps
. .
shall be used as a base map with the addition of TOTZ boundaries.
2. That portion of a tax lot that lies within a T.OTZ shall be governed
by the restrictions applicable to that TOTZ.
3. Tax lots having parts lying within more than one TOTZ shall be
governed by the standards of the more restrictive TOTZ."
ResDonse: The subject property is located entirely within a 10 to 20-year
Time of Tr:weI Zone as shown on the City of Springfield DrinkingWater
Protection Area Maps.
"EXCEPTION: The Director may waive the requirement that the more restrictive
standards apply when all of the following apply:
a. Storage, use, handling, treatment, and/or production of hazardous.
materials that pose a risk to groundwater will not take place within the portion of
the tax lot having the more restrictive TOTZ standards; and
b. Storage, use, handling, treatment, and/or production of hazardous
materials that pose a risk to ground~'ater will not take place within 50feet of the
portion of the tax lot having more restrictive TOTZ standards; and
c. The tax lot is 20,000 square feet or larger. "
ResDonse: There is no storage, use, handling, treatment or production of any
hazardous materials as part of L TD's operation at this relocated,transit stop.
Therefore, because the subject property lies entirely within one 'TOTZ and no
waiver of any regulations affecting the City's groundwater supply-is being
requested, these standards do not apply.
D. A property owner may request the TOTZ be modified by
submitting a Zone Change application to the City. Any-request for modification of
the TOTZ shall be accompanied by certification of the TOTZ as proposed to be
modified by the Oregon Health Division, under the Administrative Rules that
apply to Oregon's EPA-approved Drinking Water Protection Program."
ResDonse: The Applicant is not requesting any modifications to the TOTZ;
therefore these standards do not apply.
Date Received:
PlanliEll'~ .
12-1t./--D7
PrL..-
JRH I LTDI Gateway Mall Site ptan Review - Modification (Type tt) I September 21, 2007 (20d Revision December t4, 2007) 110
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"3.3.235 STANDARDS FOR HAZARDOUS MATERIALS WITHIN TIME
OF TRA VEL ZONES
Applications shall comply with the following standards. Where the following
standards are. more restrictive than the standards of the Uniform Fire .Code, the
following standards shall apply: .,
D. iO.20 year TOTZ Standards. The storage, handling, treatment, use,
. production or keeping on premises of more than 20 gallons of hazardous
materials that pose a risk to groundwater in aggregate quantiti~s shall be allowed
only upon compliance with containment and safety standards set by the most
recent Fire Code adopted by the City. "
ResDonse: As a public transit stop facility, dropping off and picking up riders,
. there is no hazardous materials beyond the normal levels associated with the
public transit service operating on the public street system or currently occurring
on the subject site as part ofLTD's present transit service. The'storage,handling,
treatment, use, production or keeping on premises of any hazardous materials is
not proposed as part of this L TD public transit redevelopment proposal; therefore,
this project is exempt from the above standard (standard does not apply).
Note: As part of the Applicant's Completeness Review Meeting of December 4,
2007, the Applicant was requested to contact the Springfield Utility Board (SUB)
staff to obtain a letter acknowledging that LTD's transit stop's exemption and or
scope ofDWP Overlay District's standards applicability. The Applicant was
advised that SUB didn't issue such letters and would review the application and
comment accordingly.
C. SECTION 3.2-300 - COMMERCIAL ZONING DISTRICTS
"3.2.305 ESTABLiSHMENT OF COMMERCiAL ZONING DiSTRICTS
In order tofully implement the policies of the Metro Plan, regulate the use of
land, structures and buildings, and protect the public.health, safety and-welfare,
the following zoning districts are established in this Article:
A. (Not applicable)
B CC COMMUNITY COMMERCIAL DISTRiCT The CC District
establishes sites to provide for a wide range of retail sales, servic.eand
professional office use and also includes all existing strip commercial areas.
ResDonse: The Applicant is proposing to construct three bus shelters,
including companion transportation facility improvements. These transit facility
roof areas range in size from approximately 530 square feet to 830 square feet.
The site plan showing the transit shelter location is labeled Exhibit C. Also refer
to attached plan set Sheet A 2.3. This work includes landscapiri'g, construction of
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Oate:Received: Il-IL/-07
, . PIMnner:. fr1--
jRH I L TD/ Gatev.ray Mall Site Plan Review - Modification (Type II) I Septer,nber 21, 2007 (2nd Revision December 14, 2007) III
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a covered pedestrian walkway and a new LTD bus egress/ exit drive for
northbound buses. The removal of trees along Gateway Street, including trees
within the parking lot to make way for the pedestrian walkway and additional
parking, and removal of the existing transit facility, plus adding parking spaces
(so there is no net loss of parking) are all shown on plan set Sheets A 1.0 and A
,1.\. The proposed facility is a use permitted in the Community Commercial
District. This work is also shown in Exhibit C.
"3.2-310 SCHEDULE OF USE CATEGORIES
The following uses are permitted in the districts as indicated, subject to the
provisions, additional restrictions and exceptions set forth in this Code. Uses nor
listed specifically listed may be approved as 'Specified in Section 5.11-100.
"P" = PERMITTED USE, subject to the. standards of this Code.
"S" = SPECIAL DEVELOPMENT STANDARDS, subject to speciallocational
and siting standards as specified in Section 4.7-100.
"D" ~ DISCRETIONAR Y USE, subject. to review and analysis under Type III
procedure (Section 5.9-100) at the Planning Commission or Hearings Official
level.
"N" ~ NOT PERMITTED
SITE PLAN REVIEW SHALL BE REQUIRED unless exempted elsewhere in this
Code. ,.
ResDonse: Transit stops nor transit facilities are listed in Sec'tion 3.2-310
under Transportation Facilities. Typically, transit stops are located in public street
right-of-way adjoining the paved portion of public streets. The existing L TO
transit facility on privately-owned mall property (public-private partnership) is
allowed as an accessory use to the mall; carrying out a public fUflction of transit
servic,e pick-up and drop-off. The new location of the new transit facility
continues this partnership between the Mall and LTD. The new facility will be
partially within a widened City street right:of-way and partially ,on mall property.
The changes in Gateway Street curb locations are depicted in Exhibit D.
Note: In the Applicant's Completeness Review Meeting of December 4, 2007
staff informed the Applicant that L TO must proyide a minimum of 10 bike spaces
of which 3 must be long term bike parking as if the proposed transit stop-station
was a bus terminal. The Applicant believes such a determination is not the proper
or the correct application of the Springfield Development Code. The following is
being provided to explain the Applicant's understanding of the Code.
"'.
Date ~ecelved:
Pllanner~
I Z.-ltt-Dc
(\L
JRH I L TD! Gatev,!ay Mall Site Plan Revic\v.,-- Modification (Type II) I September 21, 2007 (2nd Revision December 14,2007) 112
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There.are various types of L TD bus-transit facilities.
I. Bus-transit stops of various sizes and types (Not defined by City Code ~
typically along public streets, but not limited to just street ROW; some
with roof shelters most without).
2. Park and Ride facilities (Not defined by City Code but by the common
words which defines it as a place (parking lot) where L TD transit users
park their car or bike and takes a bus).
3. Transit Station (Not defined by City Code).
4. Transportation facilities, bus terminals (This is the only transportation
transit-bus related "principal" land use listed in the City's Schedule of
Uses-SDC3.2-310. .
It does appear to be the intent of the Code that bus terminals and transit
stations neither were to be one and the same nor is transit station defined as a
principal land use under the Springfield Code.
Commentary: In the City's Schedule of Uses (page 69-mid) under category
of Transportation Facilities lists the words 'bus terminal'. Under this category
it also lists heliports and helistops, and by definition distinguishes between the
two, There is no listing for transit-stop or ~tation nor are bus termina'l and
transit station defined in the Code. Transit stations are not listed as a principal
land use in this list because they are accessory uses for the following reasons:
. A true transit station, like the downtown station where there are
enclosed buildings, with restrooms, waiting areas and where riders
transfer and bus layover before beginning their route to be a
principal use. Why isn't an L TD use on private property that
occupies only a small portion of an existing development site that
has a lawful principal use(s) (Gateway Mall) considered an
accessory use' by City definition? In understanding this concept'the
City's definition of "drop off space" is also helpful. L TD's transit
stop-station (Station is a marketing term having nothing to do with
code application or provisions) is nothing more-nothing Iess- than a
type of drop off area; a transit rider drop off area. No one would try
and make the case the drop off area at entrances to a hotel or for post
office mail box drop and pick-up is a principal use. (Facilities
having no parking, no enclosed building, etc).
. Transit bus stops or stations are typically uses located within
street ROW (Customary use of streets) and where located on private
property as part of an existing principal use parking lot (Such as the
Gateway Mall) is an incidental and accessory use to the site's
principal use. Based on the Springfield's Development Code (See
definition of accessory structure) the only way the proposed L TD
Date ~eceived: 12.-( Lf -67
J RH I L TD/ Gateway Mati Site Plan Review - Modification (Type tt) I September 21,2007 ~ll:mnfil{. December 14, 2007) 113 ;tL-
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facility is subject to the City's bike parking standards is for the City
to determine it to be a Principal use (Same as Bus Terminal) because
under Section 4.6-145.A. it states that bike parking is applicable
only to principal uses.
. Then there is the "unintended consequence of a determination
in the context of Special Use Provisions 4.7-240 entitled
Transportation Facilities, Bus Terminals (Second of2 places in the
Code that uses the words "transit station"). If they are the same then
per the City's Schedule of Uses transit stations-bus terminals are
only allowed in the CC and MRC zoning districts when meeting the
City's Special Development Standards. Therefore this L TD project
would,be subject to meeting the standards of 4.7-240--eg 200 foot
setback from residential districts, noise barriers, etc and is too close
to residentially zoned lands to the east of Gateway'Street for the City
to allow. .
In summary, the Applicant believes what L TD is seeking approval
for is to build a transit-bus stop--transit station-not a bus
terminal and it is clearly nota Park & Ride. Therefore, if the
proposed L TD facility is an accessory use to the mall (drop off) the
bicycle parking ~tandards do not apply. If the City continues t()
determine that what LTD is proposing is a Bus Terminal and is
therefore a principai use the proposed LTD facility can not be built
at the proposed location because it can not meet the City's Special
Development Standards set forth in Section 4.7-240.
"3:2-315 BASE ZONE DEVELOPMENT STANDARDS.
The Community Commercial Standards listed in Table 3.2-315 are addressed
below:
MINIMUM AREA.
The minimum lot size in all commercial districts shall be 6,000 square feet with a
minimum of 50 feet of street ji-ontage. "
ResDonse: The subject site is 72 acres in size (3,116,341 square feet) and has
2,050 linear feet of street frontage along Gateway Street, exceeding the minimum
standards. This project neither increases nor decreases the development site's size
'and frontage, with the exception of minor dedication of additional Gateway Street
width to accommodate a dedicated bus lane separate from the existing two south-
bound travel lanes. The actual area impacted by this change in public street curb
location is 3,620 square feet (or 0:083 acres). The reduction in area of General
Growth Property equals the increase in street right-of-way controlled by the City'
12.-1Li--67
f'r"t-
Date Received'
Planner;
JRH I L TDl Qate\vay Mall Site Plan Revic\\.' - Modification (Type II) I September 21, 2007 (2nd ReviSion December 14, 2007) 114
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of Springfield. Approximately 350 linear feet of street frontage is affected by the
new station.
MAXIMUM LOVPARCEL COVERAGE
Lot coverage standards are limited only by standards specified in other Sections
of this Code.
ResDonse: The subject site is located in the Community Commercial District;
therefore there are no specific lot coverage standard limitation to be met.
SETBACK STANDARDS.
In all com'mercial districts, each lot shall have planted setbacks of not less than
the following sizes:
Front, Street Side Yard and Through Lot Rear Yard.
Building setback
lOfeet"
,
ResDonse: It does not appear these setback standards are applicable to public
transit stop facilities structures whether on private property or public street right-
of-way. (Setbacks are measured from property lines,)
Note: If the proposed transit stop-stations are determined to be a principal use the
City will need to grant an exception-variance to the City's setback standards.
"Parking, driveway and outdoor storage setback
5 feet"
ResDonse: The mall's existing parking areas and perimeter dri ve are set back
approximately five feet from Gateway Street right-of-way. The mall's parking lot
and perimeter drive remains in place except for the area between the mall's
southern Gateway Street entrance (Umpqua Bank) and Oakdale Avenue. Again,
setbacks cannot be applied to public transit stop facilities situated along a public
street or as an accessory use (pick-up & drop-ff) area to the Gateway Mall.
"Interior Side Yard and Rear Yard Setbacks When Abutting Residential
Districtsor CI District:
. Building setback
. Parking, driveway and outdoor storage setbacks
. Except: in NC districts this set~ack shall be
10 feet
5 feet
7feet"
ResDonse: The subject mall property is "adjacent" to a MDR District to the
east across Gateway Street, as defined in the Development Code; however, the
Section 6.1-100 Definitions do not define 'abutting'.. Webster's Dictionary
defines "abut" to mean "to border on, to touch along a border or with a proj ecting
part". This section does not apply to the mall site (land), because the mall does
not have a common! touching boundary with any Medium Density Development
1z.-jt.f--01
Date Received:.
planner: ;tL
J RH I L TD/ Gate\vay Mall Site Plan Review - Modification (Type II) I September 21, 2007 (2 . fievi~ion December 14,2007) 115
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or touch the MDR District that's located some 80 feet across Gateway Street
right-of-way. Here, again, setbacks cannot be applied to public transit facilities.
"2. There shall be no setback requirements/or buildings in the Downtown
Exception Area. " (Eol/om a/page 70)
ResDonse: The subject site is not located within the Downtown Exception
Area; therefore, this standard does not apply nor could be applied.
"3. Where an easement is larger than the required setback standard, no
building or above grade structure, except/or a fence, shall be built on or over
that easement." (page 70)
ResDonse: It does not appear that public transit facilities as an accessory use
to the mall are subject to setback standards, especially since they are typically
allowed. within public street right-of-way or onprivate property out in front of the
standard principal structure and within building setbacks, Further, any utility
lines identified will be modified and/or relocated as part of this project's ~rivately
engineered public improvement plans as. approved by the City.
Conflicts between easement and existing public facilities, to the extent they exist,
will be handled in the following mamler:
. Any existing public street lighting or intersection signal equipment
identified to be impacted will be modified and/ or relocated as part of this
project's privately engineered Public Improvement Plans, as approved by
the City (PubJic Works Engineering).
o Any such public equipment or facilities that are required to be relocated
outside the existing or proposed right-of-way willne provided with,the
appropriate sized publici City easement, to be recorded prior to final
approval of this project.
. There is an existing 30-inch public storm line and corresponding easement
running perpendicular (east/ west) more or less between the south and the
middle open air bus stop shelter. A strict reading of the above Code
provision (#4 above) requires relocating the bus stop shelter or relocating
this storm line. In lieu of this expensive solution, the applicant is
requesting the transit stop shelter be allowed to be built over the stonn
line, based upon the following analysis,
o This storm line is presently under the mall's perimeter drive and 1.
parking lot surfaces. . ed' 12..-ILf-b ,
Date ReC8IV. A'L--
. Plannec
JRH I LTD/ Gateway Mall Site Plan Review - Modification (Type II) I September 2 L 2007 (2nd Revision December 14,2007) 116
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o The storm line has approximately 4Y:z to 5 feet of cover.
o One end of the transit stop roof overhang and landscape roof area
storm water planter over this existing line is not much different in
scope than a fence and paving, which are allowed.
o The applicant understands for the City to make this determination
or application of the Code, the City will impose conditions for such
a grant.
"4. When additional right of way is required. whether by Cily Engineering
standards or the Metro Plan (including the TransPlan),setbacks shall be based
onfuture right of way locations. Right of way shall be dedicated prior to the
,issuance of any building permit that increases required parking. " (page 70)
ResDonse: Within the ~ontext of the above criterion, no additionaI,right-of"
way is required, either by City Engineering standards or by the Metro Plan, nor
because of, any need for an'increase in parking; therefore, this standard does not
apply. Nevertheless, there are right-of-way issues: additional street width rteeded
for a dedicated transit vehicle drop offIane; the fourth leg of the intersection for'
L TO bus exit drive design, etc. The right-of-way modifications are shown on the
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site plan. The City's Public Works public improvement privately-engineered
construction plans review procedures and construction authorization, which will
occur prior to any Building Permit issuance authorizing work within the mall's
parking lot areas.
"5. Architectural extensions may protrude into any 5 foot or' larger setback
area by not more than 2 feet. "
ResDonse: Again, the proposed relocate,d public transit facility is not subject
to standard private property setbacks. ..
"3.2-315 MAXIMUM BUILDING HEIGHT.
In the NCDistrict the maximum building height shall be 20feet There are no
building height limitations in the GO, CC or MRC Districts unless abulfing an
LDR or MDR District. In this case, one of the following shall apply:
When a GO, CC or MRC District abuts an LDR or MDR Distri,t to the north. the
maximum building height shall be defined by the Maximum Shade Point Height
requirement of Section 225A.I.b., or up to 50 feet south of a northern lot line a
plane extending south with an angle of 23 degrees and originating from the top of
a 16 foot hypothetical fence located on the northern lot line. "
ResDonse: The,subject property, including this portion of the site, does not
abut an LOR or MDR District to the north; therefore, this standard does not apply.
Date Received:,
. Planner:.
jRH I LTDI Gateway tyl'all Site Plan Revic\v- Modification (Type II) I September 21, 2007 (2nd Revi~ion December 14,2007) 117
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The transit.structure's height, at the tallest point is less than 15 feet measured
from bus travel lane surface.
When a GO, CC or MRC District abuts an LDR or MDR District to the east, west'
or south. the building height limitation shall be no greater than that permitted in
the LDR or MDR Districtsfor a distance of 50 feet. "
ResDonse: While the subject property is adjacent to an MDR District to the
east, the proposed mall property does not abut (touch) any LDR or MDR
Districts. With a facility roof height of less than 15 feet, this structure will have
no shading-solar access impact on any neighboring property.
"6 Incidental equipment may exceed the height standards"
ResDons<<: There are no building height limitations in the CC District, thus
there, are no height limitations for incidental-accessory building'equipment;
therefore, this standard is met.
4.6-125
VEHICLE PARKING-PARKING SPACE REQUIREMENTS
USE CATEGORIES.
NUMBER OF SPACES
Shopping centers and malls
1 for each 250 squarefeet of gross
floor area, exclusive of covered
pedestrian walkways. Once a
shopping center or mall has been
approved, no additional parking
shall be required, unless there is new
construction. "
ResDonse:
The new transit stops as an accessory use to the mall do not create
a need or require any additional off-street parking. The Site.
Modification provides for no net loss of parking - possibly could
provide up to 3 additional spaces: In the area of the' covered
walkway, 27 spaces will be eliminated. However, this project,
with the removal of the transit stop from the mall site's interior!
parking lot, will allow for.the construction of 12 additional vehicle
parking spaces. In the parking bay opposite the Umpqua Bank, 16
to 17 parking spaces are'being added. (See Exhibit C and Sheet A
1.0 and A 1.1 of the plan set.)
"4.7-100
SPECIFIC DEVELOPMENT STANDARDS
4.7-240 .
TRANSPORTATION FACILITIES-BUS TERMINALS,
HELIPORTS & HELISTOPS
Date Received:
Planner:
12-ltt-O'7
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JRH I LTDI Gateway Mall Site Plan Review - Modificatil?n (Type II) 1 September 21,2007 _(2nd Revision December 14, 2007) 118
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New bus terminals, heliports and helistops shall not be located within 200
feet of any residential district. Noise attenuating barriers shall be
constructed where necessary to mitigate land use conflicts. "
ResDonse: This proposed L TO transit/transit drop off and pick-up
facility is not a transportation facility like a bus terminal (e.g., Greyhound,
Trailways or even LTD's Downtown Bus-Transit Terminals), boat marina,
heliport, or an airport; therefore, the special use standards do not apply to
this transit facility (local transit stops).
Note: Unless it is determined the proposed transit stops area a principal
use.
D. SECTION 5.15-100 AND SECTION 5.17-100 - MINIMUM DEVELOPMENT
STANDARDS AND SITE PLAN REVIEW STANDARDS ( Respectively)
"5.i7-i05 SITE PLAN REViEW-PURPOSE AND APPLlCABiLlTY
"A Purpose. The purpose of Site Plan Review is to: Facilitate and enhance
the value of development: Regulate the manner in which land is used and
developed; Ensure the provision of public facilities and services;. Maintain the
integrity of the City's watercourses by promoting bank stability, assisting in flood
protection andflow control, protecting riparian functions, minimizing erosion,
and preserving water quality and significant fish and wildlife areas; Provide for
connectivity between different uses; Utilize alternative transportation modes
including and walking, bicycling and mass transit facilities; implement the Metro
Plan, applicable refinement plans and specific area plans and specific
development plans; Minimize adverse effects on surrounding property owners and
the general public through specific conditions of approval; and Otherwise protect
the public health and safety.
B. Applicability. Within the city limits and the City's urbanizable area, Site
Plan Review shall be requiredfor:
1.
2. Multi-family residential, commercial, public and semi-public, and
industrial development or uses, including construction of impervious surfaces for
parking lots and storage areas, including:
a... .
b. Additions or expansions that exceed either 50percent of the
existing building gross floor area or 5,000 square feet or more o.lnew
building gross floor area and/or impervious surlace area. "
ResDonse: The proposed relocated open-air transit facilities (four stops under
the three shelters) will have a combined roof area of approximately 2, I 90 square
feet; therefore, only a Site Plan Review Modification is required. The City has ./
. Date Received: rz.-\uc{)7
Planner: ~ ~~
JRH I L TO/ Gateway Mall Site Plan Review - Modification (Type II) I Scptembcr,21, 2007 (2nd Revision December 14, 2007) 119
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determined the new transit. stops constitute a Modification to the maIl's existing
approved site plan requiring a site plan for the areas being modified.
"5.17-120 SITE PLAN REVIEW - SUBMITTAL REQUIREMENTS.
All Site Plan applications that contain structures over 4,000 square feet of gross
.floor area shall be prepared by an Oregon licensed Architect or Engineer. The
services of an Oregon registered Engineer may also be required by the City in
order to resolve utility issues, especially stormwater management, street design
and transportation issues, site constraint and/or water quality. A Site Plan shall
contain all the elements necessary to demonstrate that requirements of this Code
are beingfuljilled and shall include but not be limitedto the following:... "
'ResDonse: The transit facility three structures in roof area ranges from 530
square feet to 830 square feet are substantially less than 4,000 square feet. The
aitached plans by the L TO Project Design Team are for Planning review and
approval 'onIy. The Design Team consists ofthe following professionals:
Architect
ROWELL BROKA W ARCHITECTS, PC
DIVISION
1 East Broadway, Suite 300
Eugene, Oregon 9740 I
PH: (541) 485-1003'
FX: (541) 485-7344
Contact(s): Greg Brokaw, AlA Principal
Mark Young, AIAProject Manager
Land Use Planner.
JRH, LAND USE PLANNING
4765 Viilage Plaza Loop, Suite 20 I
Eugene, Oregon 9740 I
PH: (541) 687-108t
FX: (541) 345-6599
Contact(s): Larry Reed
Traffic Ene:ineer
JRH TRANSPORTATION ENGINEERING
ENGINEERS
4765 Viilage Plaza Loop, Suite 20 I
Eugene, OR 9740 I
PH: (541) 687-1081
FX: (541) 345-6599
Contact(s): Jim Hanks
Civil Engineer
BALZHISER' & HUBBARD
100 West 13th Avenue
Eugene, OR 9740 I
PH: (541) 686-8478
FX:: (541) 345-5303
Contact(s): Monica Anderson
Lari.dscane Architect
SATRE.& ASSOCIATES
t32 East Broadway
Eugene, OR 9740 I
PH: (541) 465-4721
FX: (541)465-4722
Contact(s): Sara Geddes, ASLA
Electrical Em!ineer
REYES ENGINEERING
1733 S.E. Morrison Street
Portland, OR 97214
PH: (503) 771-1986
FX: (503) 772-2496
Contact(s): Flaviano Reyes
"A. Generaf:requirements. A Site Plan shall be drawn in ink on quality paper
"and shall contain the following information...
B. A Site Assessment of the entire development area. The Site Assessment
shall be prepared by an Oregon licensed Landscape Architect or Engineer and , t 1
: . 12.,+cD
, . Date R~celved: ~
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jRH I L TDI Gateway Mall Site Plan Review - Modification (Type II) I September 21, 2007 (2"PJ~Qn~&ecember 14.2007) 120,
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drawn to scale with existing contours at 1 :foot intervals and percent of slope that
precisely maps and delineates the areas described below. Proposed modifications
to physical features shall be clearly indicqted. The Director may waive portions
of this requirement if there is afinding that the proposed development will not
have an adverse impact on physical features or water quality, either on the site or.
adjacent to the site. Adjacent properties include those within the distances
specified in.Section5.17-1 05 of this Code. Information requiredfor adjacent
properties may be generalized to show the connections to physical features. A Site
Assessment shall contain the following information..."
ResDonse: The attached plan set is in 24" x 36" format and depicts the
existing Gateway Mall (Sheet S I) and proposed Site Modification, Civil,
Landscape, Architectural, and Electrical sheets.
The City has previously determined the mall site is both a conforming use and
conforming development site. The proposed transit facility does not require any
significant changes in the existing street or parking lot, except for widening the
street for a dedicated bus/EMX dropoff/pick-up lane and reducing the perimeter
road to one lane in each direction for transit facility area betweer Umpqua Bank
and Roadhouse Grill, the existing storm water drainage facilities are not impacted
by these changes in curb lines. Therefore, no site assessment of the entire mall
site was required by the City.
"e. An Access, Circulation and Parking Plan complying with the provisions
of this Code"...
. ReSDonse: The proposed covered walkway requires a reconfiguration and
conversion of one row of existing 60 degree parking spaces. This change and
other changes are shown on Exhibit C. Also see Sheet.A I. I of the plan set.
These parking space changes are based on architectural graphics standards, page
50, in the document entitled "Parking Lots and Garages", as provided by the City
of Springfield.
"D. A Landscape Plan, drawn by a Landscape Architect or other professional
approved by the Director, complying with the standards of this Code..."
ResDonse: The changes in existing landscape are relatively minor with the
exception of the removal of trees within the mall parking lot and between
Gateway Street and the perimeter road to make room for the transit facility.
Additional landscaping is being provided around the transit facility, in the median
between northbouhd bus/EMX land and reconfigured perimeter road and along
the pedestrian walkway. The project requires removal of approximately 30
existing trees (19 trees along Gateway and I I within the parking lot), The
applicant, on behalf of the owner, will be submitting a tree felling permit, per
Springfield Development Code Section 5.19-100. The project landscape plan also
. . Date Received: 11-1 tf-01
Planner. frL-.
JRH I. LTD/ Gateway Mall Site Plan Review ~ Modification (Type II) I September 21, 2007 (2nd Revision December 14, 2007) 121
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shows adding back trees and shrubs per Code requirements within the parking lot
at the walkway, several landscape islands, and the existing (to be removed) transit
stop. The applicant is providing tree replacement in the L TD project area as
shown on Sheet L 2. I of the plan set. The proposed landscaping was designed
iaid out-in compliance with the landscaping code standards.
"E. An Improvements Plan complying with the standards of Section 4.1-100,
4.2-100 and 4.3-100 that contain the following information.
(I) Name and location of all existing and proposed public andprivate streets
within or on the boundary of the proposed development site including the right-of
way and paving dimensions, and the ownership and maintenance status, if
applicable;
(2) Location of existing and required trqffic control devices, .fire hydrants,
str.eetlights, power poles, transformers, neighborhood mailbox units and similar
public facilities;
(3) . Location, width and construction material of all existing and proposed
sidewalks, sidewalk ramps, pedestrian access ways and trails; and
(4) Location and size of existing and proposed utilities and necessary
easements and dedications on and adjacent to the site including sanitary sewer
mains, stormwater management systems, water mains, power, gas, telephone, and
cable TV Indicate the proposed connection points. "
ResDonse:' The project is set forth Exhibit C and on the attached plan set Sheet
A2. I - New TransitPlatform Plan, Sheet A2.2 ~ Covered Walkway Site Plan,
Sheet A I.I - Site Plan showing 4th Leg ofIntersection L TD-Only Exit Drive, and
Sheet AI.O'- Existing Transit Area - Demolition Plan. Also refer to civic plan
sheets C 1.0 - Grading Plan and C2.0 - Paving, Stonn Drain and Water
Distribution. The proposed site modifications are in compliance with City
standards.
"F. A Grading, Paving and Stormwater Management Plan drawn to scale with
existing contours at l-foot intervals and percent of slope that precisely maps and
addresses the information described below. In areas where the percent of slope is
10 percent or more, contours may be shown at 5-foot intervals. This plan shall
show the storm water management system for the entire development area. For
Site Plans with more than 5,000 square feet of new paving area, an Oregon
licensed Civil Engineer shall prepare the plan. Where plants are proposed as part
of the stormwater management system, an Oregon licensed Land~cape Architect
may be required. The plan shall include the following components... "
ResDons<:: The construction of covered walkway and reconfiguration of
parking spaces does not change any of the parking lot surface elevations or the
existing 'stormwater drainage. Sheet C2.0 of the. plan set best depicts the lack of
changes to the site's existing drainage patterns. In addition, roof areas of the
transit facility and walkway will drain into the existing on-site stormwater system.
Date Received' \ 2- 14- -07
JRH I LTD/ Gate\vay Mall Site Plan Review - Modilication (Type II) I September 21, 20J?~~~i~:on December 14, ~22
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Therefore, det?liIed grading, paving, and stormwater management plans are not
required as part of this Type II procedure. A limited grading plan, Sheets C 1.0
and C2.0 of thb plan set, is provided,
"G. A PhaLd DeveloPI~ent Plan. Where applicable, the Site Plan application
shall include q phasing plan that indicates any proposed phases,for development,
including the boundaries and sequenCing of each phase as may be permitted in
Section 5. ]7-1115. Phasing shall progress in a sequence that promotes street
connectivity b~tween the various phases of the development and accommodates
other required public improvements, including but not limited to, sanitary sewer,
stormwater mbnagement, water and electriCity. " ,
ResDonse: fThiS project will be constructed as a single project and' not being
phased in terrris of separate permitting or construction contracts. Construction will
be sequenced 6r phased to reduce impact to the mall while maintaining L TD
transit service.! It will start with removal of trees, construction of transit facility,
covered walkway, and Oakdale intersection egress drive, and ending with
demolition of histing on-site transit stop after the new transit facility is in
operatiol1. Thjs phasing is shown on Exhibit E (four pages, E-I ,through E-4).
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"H On-site Lighting Plan. The lighting plan shall show the location,
orientation, aAd maximum height of all proposed exterior light fixtures, both free
standing and 6ttached. The. lighting plan shall also detail the type and extent of
shielding, including cut-off angles and the type of illumination, 'the wattage,
luminous area~ and a photometric test report for each light source. "
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ResDonse: : The existing on-site parking lot lighting is not being modified;
however, additional lighting is required for the new transit facility and walkway.
, "
The transit stop platform and covered walkway lighting is shown on Sheets E 2.0
and E 2.1. Tne lighting cutsheets are attached as Exhibit G-l. In addition this his'
platform and walkway lighting heights, shielding, wattage, and photometric test
reports will also be ona luminaire schedule, and cut sheets submitted later as part
o{the City's cbnstruction plans code review - Building Permit Procedures,
1 ,
"1. Addjtiqnal information and/or applications required at the time afSite
Plan Review applications submittal shall include the following items, where
. "I ".
applicable... : . '
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ResDonse: I The purpose of the LTD transit facility is public transit stops
which.is an ac~essory use to the mall (self evident). The mall o,wner's signature
on the City's application documents the owner's authorization for this application
- modifying tlie mall's conforming site design layout. This property has no
applicable Latld Use Overlay District, nor is the proposed use required to address
the City's Discretionary Use criteria. The mall site is inside th~ City of
. I ' '- 1
: Date Received:. \ 1. Iz..\- {)
Planner fr:l--
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JRH I LTD/ Gateway Mall Site IP1an Review- Modification (Type II) I September 21,2007. (2nd Revision December 14,2007) 123
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Springfield and, as an existing development, does not involve any wetland,
geotechnical issues (report) or Federal or State review or approval. .
"517-145 SITE PLAN REVIEW - MODIFICATIONS
A.. Purpose. The Site Plan Modification process establishes procedures to
allow certain adjustments to an approved Site Plan, either after Preliminary
Approval or after Final Approval. This process shall assure that any proposed
Major Site Plan Modification continues to comply with the approval criteria
specified in Section 5.17-125.
B. Applicability. The Site Plan Modification process shall only apply to Site
Plan applications approved after June 5, 1986.
1. The.Site Plan Modification process shall not apply to any proposed
development that qualifies as an MDS application. '
2. Where there is a change of use on a property that received Site
Plan Review approval, the Diredor mqy perform a site visit prior to a Site
Plan Modification application submittal. If the property is currently in
compliance with all criteria of approval specified in Section 5.17-125 this
Code, no Site Plan Modification application will be required. "
ResDonse: As previously stated, the City has determined the mall site is a
conforming development site, and the proposed L TD transit/ pedestrian facility
improvements are relatively minor (Less than 3 % of total existing development
site) a?d, therefore, subject to a Site Plan Modification Application.
"c. Site Plan Modification Review Process. The Director shall determine
whether the Site Plan Modification will be processed under the Type I or Type 1/
review process as follows:
1. . A Minor Site Plan Modification application shall be evaluated
under the Type I review process. The application shall be reviewed based
upon a particular standard as specified in this Code that does not involve
a Type II or Type III Variance, e.g., a modification in tHe location or type
of required landscaping or an insignificant change in the number and/or
layout of parking "paces.
2. A Major Site Plan Modification application shall be evaluated
under the Type 1/ review process. The application shall be reviewed based
upon a particular criterion as specified in See/ion 5. j 7-125, e.g., a
revision of the stormwater management plan, a substantial increase in the
size of the building or when commercial or industria/development abuts
property zoned residential. The Type 1/ review process shall also be
applied when:
1. The modification involves any items listed in Subsection
5.17-105; ,
2. A federal or state agency issues a permit that substantially
alters an approved Site Plan; or
Date Reooived:_17.-14--0 7
Planner: Jr\l--
JRH I LTDI Gateway Mall Site Plan Review- Modification (Type II) 1 September 21, 2007 (2"" Revision December t4. 2007) 124
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3. Pad sites in shopping centers or fi.ture phases shown on an
approved Final Site Plan have not been constructed within the time
line specified in Section 5.17-135 of this Article. "
ResDonse: As previously stated, the City has determined, based on the nature
of the project (use ),and scope of modification in the atTected area of the site, this
application may be evaluated under the City's Type II review process (i.e., minor
changes to existing parking lot curbs, no changes in the site's stormwater system,
but fairly significant changes in the mall's perimeter road and abutting public
street) .
"517"150 SITE PLAN REVIEW - SECURITY AND ASSURANCES.
All required improvements shall be installed prior to the issuance ofa Certificate
of Occupancy or Final Building Inspection for the development, except as
specified in Sections 5.15-100 or improvements may be deferred for good cause
by the Director if security in accordance with Subsection c., below approved to
the satisfaction of the City Allorney.
5.17-155 SITE PLAN REVIEW - MAINTAINING THE USE.
Oncea Certificate of Occupancy hasbeen granted or a Final Building Inspection
has taken place.'
A. The building and site shall be maintained in accordance w.ith the
provisions of this Code in order to continue the use.
E. It shall be the continuing obligation of the property owner to maintain the
planting required by Section 4.4-100 in an allractive.manner free of weeds and
other invading vegetatio/l. Plantings in the vision clearance area shall be trimmed
to meet the 2 1/2foot height standard in accordance with Section 4.2-130 of this
Code.
C. Parking lots shall be maintained by the property owner or tenant in a
condition free of litter and dusi, and deteriorated pavement conditions shall be
improved to maintain conformance with these standards.
D. Undeveloped land within a development area shall be maintainedfree of
trash and stored materials in a mowed and attractive manner. Undeveloped land
shall not be usedfor parking. "
ResDonse: L TO and the mall owner will need the City's Public Works
Engineering and Building Inspection approval to use the new transit (Certificate
of Occupancy) prior to demolishing existing transit and construction of additional
parking spaces. Further, it understood and acknowledged it will be L TO's and
mall owner's responsibility to maintain the new transit stop and existing parking
lot area, respectively. These responsibilities will be handled in im agreement
between mall ownership (General Growth Properties) and LTD'. The details of
such an agreement have not been finalized,
Date Received:
Planner:
( 2-1L}-b7
fV-/
JRH I L TD/ Gateway Mall Site Plan Revie\v- Modification (Type II) I September 21, 2007 (2nd Revision December 14,2007) 125
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"4.4-100 through 105 SITE PLAN REVIEW - LANDSCAPING STANDARDS.
B. Three types of landscaping may be required:
1. Landscaping Standards for private property as specified in this section
and other Sections of this code
2. Street trees in the public right of way as specified in Section 4.2-140.
3. Curbside planter strips in the public right ()fway as specified in
Section 4.2-135
ResDonse: This project will be a,ffecting a minor amount ofIandscaping,
except for rem'oval of trees within the parking lot and along Gateway Street .
between Gateway Street and the perimeter road required to allow for construction
of the new public transit facilities. New)andscaping'is proposed and is shown on
Sheet L 2. I of the plan set. This plan shows adding (back) trees and shrubs per
Code standards within the parking I6t, 'landscape islands, and former transit stop.
"e. Materials and installation costs of planting and irrigation other ihan what
is required by the, Minimum Development Stam!ards (Section 5.15-100) shall not
be required to exceed 10 percent of the ' value of the new development. including
parking facilities. The Director shall determine the location, qucmtityand quality
of required landscaping in accordance with this Code." .
ResDonse: The Applicant understands the relationship between the materials
and installation costs of the additional landscaping (replacement trees) on site and
cost of the proposed re<leveIopment. Because of the 'type of development (transit
facility), landscaping and irrigation costs will exceed the minimum 10 percent of
the transit facility and. related improvemen.t'costs. The landscape plan will meet
Code requirements with respect to numbers and size of plan materials, as well as
meeting the 5 percent minimum area. Therefore, this standard will be exceeded:
"D. Unless otherwise specified in this Code, the areas of a lot which shall be
planted include: '. .
1. All required setback areas and any additional planting areas as
specified in the appropriate zoning di;,.trict.
2. Parking lot planting areas'required in this Section. "
ResDonse: All required setback areas and other planting areas have been
. planted In accordance with City requirements as part of past land use approvals
for the Gateway Mall site. City records indicate that the City has noticed some
landscaping has died and/or is in need of maintenance, and the mall is in the
process of reestablishing these landscaped areas. None of these areas are within
the LTD project (2.21 acres) area. As stated above, the Applicant will be
retaining and protecting the existing landscaping within the surrounding parking
lot and will only install additional landscape planlings within the parking lot,
along the covered walkway, etc. around the new transit facility and median
-,
Date Received'
Planner:
12-14-~D7
A1--
JRH I LTD! Gateway Mall S'ite Plan Review -Modification (Type II) I September ~.~~}007 (2nd Revisio~.Decembe,r 14,2007) 126
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separating the bus/EmX lane and the maIl's perimeter road, as shown on Sheet
L2.1 of the plan set.
"E. At [east 65 percent of each required planting area shall be covered with
living plant materials within 5 years of the date of installation. The living plant
materials shall be distributed throughout the required planting area The planting
acceptable per 1000 square feet of required planting area shall be asfollows:
1. As a minimum, two trees not less than 6feet in height that are at least 2
inches in caliper (at the time of planting, not including root ball): and
2, As a minimum, ten shrubs, five gallons or larger.
3. Lawn and/or groundcover may be substitutedfor trees or shrubbery,
unless required for screening when there are adequate provisions for ongoing
maintenance.
Exception: These standards do not apply to single family & duplex dwellings on
individual lots/parcels in the LDR District. "
"F. Parking lot planting areas, shall include one canopy tree at least 2 inches
in caliper that meets City street tree standards as may be permitted by the City's
Engineering Design Standards and Procedures Manual and at least 4 shrubs, 5
gallon or larger, for each 100 square feet of planting area. Shrubbery that abuts
public right-of-way. or that is places in the interior of any parking lot shall
generally not exceed 2 Y::feet in height at maturity. Parking lot planting areas
shall include:
1. Parking and driveway setback areas specified in the applicable
zoning district; and
2. Five percent of the interior of a parking lot, exclusive of any
required parking setbacks, if 24 or more parking spaces are located
between the street side of a building and an arterial or collector street,
and are visible from any street.
3. See also Section 3.2-240D.8.c of this Code for multi-family design
standards. "
ResDonse: The new planting areas of the proposed transit facility and covered
walkway allows for additional landscaping opportunity, as previously explained
and as shown on Sheet L 2.1 of the plan set. Planting areas within the transit
facility will have some additional landscaping; however, because of pedestrian
traffic and need to provide clear access and visual security, including open'sight
lines, it is not desirable to provide all the ground cover and shrubs that may
appear to be possible (avoids creating planting areas that cannot be maintained
and that could become hiding places for possible criminal activities). The parking
lot will continue to meet City standards within the context ofthis proposed site
modification providing public transit stops at a new location within the existing
mall property.
Date Received:
P'anner~
\ 1. -14--D/
fit--
JRH I LTD/ Gateway Mall Site Plan Revic\v- Modification (Type II) I September 21, 2007 (2nd Revision December 14.2007) 127
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"G. Except where planted with native species or plant communities, all new
required planting areas on private property and public schools shall be provided
with apermanent underground irrigation sy,item unless exempted by the
Director. "
ResDonse: All of the planting areas existing in this project area will be
watered by the existing pennanent underground irrigation system. The full extent
of these system modifications or new systems will be determined after Site Plan
Review approval. The irrigation system is shown on sheets L I.I and L 1.2 of the
plan set. The permanent irrigation system plans will also be included as part of
the architectural construction plans development phase and submitted to the City
as part of the City's Plan Review-Building Permit procedures. (Design-build)
"H. Landscaped setbacks abutting requiredscreening on the same property
maybe exempted by the Director Fom planting requirements if the area is not
visible from any public right-of~way or adjacent property. ..
ResDonse: As previously mentioned above, the mall's existing parking lot,
including all required setbacks, have been planted in accordance with City
siandards as part of past land use approvals for the mall. Public transit facilities
(an accessory use by nature )aIong a public street are exempt from street setback
standards and, therefore, are also exempt from planted screen within such
setbacks.
"J. PLANTING INSTALLATION STANDARDS.
(I) The applicant shall provide methods for the protection of existing
plant material, which will remain through the construction process. The
plants to be saved and the method of protection shall be noted on the
Planting Plan.
(2) Existing trees to be retained on private property shall not have
construction occur within the drip line, unless a landscape architect
certifies that affected trees will have at least a 90 percent chance()f "
survival over a 5 year period. Trees to be saved shall be kept free from
trunk abrasion.
(3) The Planting Plan may be required to include specifications for
topsoil, including depth and organic mailer requirements, to ensure the
health and vitality of required planting. Where planting areas have been
excavated, the Planting Plan shall provide for the replacement of topsoil.
All waste material shall be removed from required planting areas prior to
the application of topsoil.
(a) Inspection may be made by the Director prior to planting to
verifY proper rough grade and installation of irrigation systems.
(b) Plant materials and soil preparation may be inspected
prior to or in conjunction with the occupancy inspection to ensure
that placement, quantity, size and variety conform to the approved
. Datli!l Received' 11,-ltf-b 7
Planner: ftL--
JRH 1 LTDI Gateway Mall Site Plan Review - Modification (Type II) I September 2 t, 2007 (2"' Revision December t4, 2007) 128
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Planting Plan and the requirements of this Article. NurselY tags
identifying variety and ;,pecies shall remain on plant specimens
until the Final Building Inspection by the Building Official or the
issuance of a (;ertificate of Occupancy. "
Resoonse: Consistent with the above, the Applicant intends to protect all
existing landscaping within the parking lot and the existing transit facility, as
shown on Sheet L 2. I of the plan set. In addition the details of landscape and tree
protection measures will also be part of the later construction pIim set, as well as
part of the future Tree Felling Permit.
"4.4-110 SITE PLAN REVIEW - SCREENING
A. Unless otherwise ;,pecified in this Code, screening shall be required:
1. Where commercial and industrial districts abut r.f!sidential districts
and no approved screening exists.
2. For outdoor mechanical devices and minor and major public' .
facilitieS.
3. For outdoor storage yards and areas in non-residential districts
abutting residential districts along common property lines.
4. For trash receptacles.
5. For automobile wrecking and salvage yards.
6. . For multi-family developments. "
Resoonse: The proposed public transit facility development will be located in
a commercial district that adjoins a residential districno the east across Gateway
Street. No significant changes in the parking lot configuration relating to the
above list are being proposed. As part of the previous development of the
Gateway Mall site, a sufficient level of screening (trees) exists today between the
mall and the residential uses to the east. This screening (trees) in the area of the
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transit facility will be removed-replaced by the transit stop facility, including trees
in a new median between the north-bound transit lane and narrowed perimeter
road. Public transit facilities along a public street cannot be screened from the
street or at least it would be impractical to do so. In essence, the transit facility
. itself, to some extent, becomes the screening.
"B. Screening shall be vegetative, earthen and/or structural and shall be
designed to minimize visual and audible incompatible uses from adjacent
properties. Except as specified elsewhere in this Subsection, screening shall be
continuous to at least 6 feet above ground level. The following standards shall
apply:
1. Vegetative Screening. Evergreen shrubs shall be planted which will grow
to jiJrm a continuous hedge. When immediate screening is necessary, a sight-
obscuringfence shall be installed in place of, or in conjunctiqn iwith the plantings.
The 6~foot height standard specified in Subsection B of this Section shall occur
within 4 years of planting. Date Received: ll-I+-b 7
Planner: f:V
JRH I LTD/ Gateway Mall Site ~lan Review - Modification (Type II) I September 21, 2007 (2nd Revision December 1'4,2007) 129
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2. Earthen Screening. Earthen berms may be used to screen either visual or
noise impacts. A berm shall be combined with evergreen plantings or afence to
form an attractive sight and noise buffer. Themaximum height of a berm shall be
6feet along local streets and 8 feet along collector and arterial streets or railroad
rights-ofway, unless an acoustical engineer determines a lower or higher height
can be utilized. Height shall be measuredjrom the base of the berm to the top of
the berm and does not include additional fences or landscaping,..
3. Structural Screening. A fence or masonry wall shall be constructed to
provide a uniform sight-obscuring screen.
Exceptions:
I. No screen shall exceed 4 feet in residential district front yard
setbacks, and all screening shall comply with vision clearance
requirements of Section 4.2-130 of this Code.
2, Wherever a required screen in ihe form of a fence is adjacent to a
.' residential or commercial district or an arterial or collector street, it shall
be non-metallic and of a subtle color to blend with surrounding
vegetation. A slatted chain-linkfence may approved by the Director.
3. Except for single and two family dwellings, any refuse container or
disposal area which would otherwise be visibleji-om a public str~et,
customer or resident parking area. any public facility, adjacent property,
or any residential area, shall be screenedfrom view as specified in
Subsections I) and 2 of this Section. All refuse materials shall be
contained within the screened area See also Section 3.2-240D.3.b of this
Code for multi-family design standardr. This standard does not apply to
single and two family dwellings.
4. When abutting a street, outdoor storage areas and yards shall be
provided with a 5-foot planting strip as specified in Section 4.4-100.
ResDonse: These criteria do not apply to these public transit, facilities located
along the public street right-ot:way and the mall's 5-foot setbac~; therefore, no
additional vegetative screening or earthen screening or structural screening is
proposed adjacent to any residential district as part of this. Application. (See
Response immediately above.)
"4.5-110 . On-Site Lighting Standards--lllumination and Height
A. On-Site lighting shall be the minimum illumination necessaryfor a given
application including parking areas and vehicle sales areas, All exterior light
fixture shall be shielded or recessed so that direct glare and reflection are
contained within the boundaries of the property, and directed downward and
away.trom abutting properties;, public right-ofways; and riparian, wetlands
and other protected areas identified in this Code and on the,same property.,"
ResDonse: No changes to the on-site parking lot lighting are being proposed.
The transit facility roof structures will have under-roof light fixtures, This
lighting is designed to shine downward and not shine across the street or on on-
Date Receiv~:
jRH I'L TD! Gateway Mall Site Plan Revieiv - Modification (Type II) I September 21, 2007 (2"~IaWQElS.cember i4, 2007) 130
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coming vehicles, including L TD buses. (See plan set Sheets E 2.0 and E 2. I .and
Exhibit G-l).
"4.6-100 through 110 SITE PLAN REVIEW - VEHICLE PARKING,
LOADING, AND BICYCLE PARKING STANDARDS
A. Off-street parking spaces shall be providedfor:
1. All new construction and expansion ()f multiple family residential,
commercial, industrial and public and semi-public uses. If an existing
development is enlarged, new parking. spaces shall be provided in
proportion to the increase only. "
ResDonse: The mall is not being enlarged; therefore, no additional
parking is required, Removal of existing interior on-site public transit stop
provides room to construct I I additional parking spaces, plus the
recontiguration of 2 rows of 60 degree parking located between the
existing and proposed transit facility just west of Umpqua Bank will result
in 16 additional spaces. This modification provides a net gain of between
o to 3 parking spaces compared against a loss of 26 spaces in the area of
the covered walking parking bay.'
"2. Changes in use or the use category of an existing building or
structure. "
ResDonse: No change in principal or primary use categories of the
mall (retail trade and service uses) is proposed in this Application; again
this proposed project is an accessory use to the mall; therefore, this
standard does not apply.
"3. The Director may authorize a reduction in the nitmbel'()f required
parking spaces without a Variance:
a. Based on an approved Traffic Study; and/or
b. When the location ofa building on a site makes it
impractical to provide the number of required spaces without
demolishing all or part of the building, and no alternative parking
arrangements are reasonably available; and
c. Based on an affirmative.finding by the Director that the
exception will have no negative impacts on neighboring
properties; and
4. All installed parking shall conform to the design standards of
this Section and Section 4.6-115 and 4.6-120."
ResDonse: Parking on the site is adequate to meet the requirements of
Section 4.6-100 through 4.6- I 25 as demonstrated in the responses on
pages 15 and 26 of this narrative and as demonstrated by recently
approved modification to the Gateway Mall (Applebee's, Kohl's
Date Received:
JRH 'LTD! Gateway Mall Site Plan Review - Modification (Type It) 1 September 21, 2007 (2"d Revfsi~'m~~iber 14.2007) 131
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department store, etc.). This proposed Site Modification results in no net
loss of parking and, depending on final plans, possibly could result in ~ net
gain of 3 additional parking spaces. There is a loss of parking along the
walkway and an adding back of parking in the area of the demolished
transit stop and large landscaped areas, etc. Therefore, this standard does
.not apply. No Planning Director authorized reduction in the number of
parking spaces is required. In addition, the newly-created parking spaces
are in conformance with City Parking Space Design standards.
"B. If parking has been provided to serve an existing use, the number of
parking spaces shall not be reduced if the result would be fewel: spaces than
required by this Article.
C.
D.
E. The Director, upon application by all involved property owners, may
authorize joint use of parkingfacilities, 'provided that:
1. The applicant shall demonstrate that there is no substantial
conflict in the principal operating hours of the buildings or uses for which the
joint use of parking facilities is proposed; and
2. The parties concerned in the joint use of off-street parking
facilities shall provide evidence of agreement for ~uch joint use by a legal
instrument approved by the City AttorneY. An agreement for joint use of parking
facilities shall provide for continuing maintenance o/jointly used parking
facilities. "
ResDonse: Parking is adequate to meet the needs of the existing mall and the
proposed transit facility relocation without the use of joint parking facilities, as
demonstrated' in the response to the above Section 4.6- I 00 through 125 on page
28 of this narrative; t)1erefore, this standard does not apply.
.. F. Parking spaces in a public right of way directly abutting the development
area may be counted asj"uljilling a part of the parking requirementsfor a
development asfollows: For each 18 feet of available on-street parking, there will
be Ii2 space credit toward the required amount of off-street parking spaces. The
developer shall be responsible for marking anyon-street spaces. "
Resrionse: Parking is adequate to meet the needs of the existing mall and the
proposed transit facility relocation without the use of parking spaces in a public
right-of-way, as demonstrated in the previous responses to Section 4.6-100
through 110 on pages 15 and 28 of this narrative; therefore, this standard does not
apply. .
"4.6-120 SITE PLAN REVIEW - PARKING AREA IMPROVEMENT STANDARDS
All parking areas shall conform. to the setback, vision clearance, planting and
screening provisions of this Code and shall be completed prior to occupancy.
Date Received'
. Planner~
JRH I L TO! Gateway Mall Site Plan Review - Modilieation(Typell) I'Septembc,r 21,2007 (2"" Revision December 14,2007) 132
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Required parking ,spaces shall be improved in accordance with the following
standards:
A. All parking areas shall have a durable, d~st free surfacing of asphaltic
concrete, Portland cement concrete or other materials in accordance with the
Building Safety Codes and approved by the Building Official. Parking lot
surfacing shall not encroach upon the public right of way except where approved
for access. "
ResDonse: The existing and reconfigured parking areas are surfaced with
asphaltic concrete and do not encroach upon the public right-of-way except where
the proposed new drive-intersection is proposed for bus e~dt access out onto the
public street; therefore, this standard is met. All surface repairs, as part of the
construction of pedestrian walkway and construction ofthe additional parking in
the location of the existing mall transit and reconfigured landscaped areas, will be
designed to match in elevation the existing parking lot construction (asphaltic
concrete surfaces). Sheet C 2.0, details 1,2,3, and 4 of the plan set, which will
set forth the construction details of this proposed parking lot and drive
intersection exit facility.
"B. Adequate drainage improvements shall. be provided to di;pose of all on-
site run-off. Provisions shall be made for the on-site collection of drainage waters
to eliminate sheet flow onto sidewalks, public rights of way, and abutting private
property. All drainage systems shall be approved by the, Building Official and
shall be constructed in conformance with the Building Safety Codes. "
ResDonse: The minor changes in curbing location and new curbed areas will
be served by existing parking lot stormwater collection system and continue to
dispose of all on-site runoff, therefore, this provision is met. All new-replaced
catch basin inlets will be of an approved type to prevent sediment and pollution
from entering the City's stormwater (discharge).
"C All parking stalls fronting a sidewalk, alley, street, planted area or
structure shall be provided with a secured wheel bumper or linear curb not less
than 6 inches ih height to be set back from the ;ront of the stall a minimum of 2
feet to allow for vehicle encroachment. Wheel bumpers shall be a minimum of 6
feet in length. Curbs shall be constructed in conformance with the Standard
Construction Specifications.
EXCEPTION: As an option, the sidewalk or planted area may be widened 2 feet
beyond the minimum dimension required to allow for vehicle encroachment. A
curb not less than 6 inches in height shall protect the widened sidewalks and
planter areas. "
ResDonse: Consistent with the above requirement, parking spaces that abut a
planter island and the proposed pedestrian walkway will have a 6-inch high curb
for protection of the landscaped areas. The pedestrian walkway will be 17 feet,
Date Received' \ Z.-l 4- D 7
. Planner:. fiJ.--
JRH I L TO/ Gatc\vay Mall Site Plan Review - Modification (Type II) I September 21, 2007 (2nd Revision December 14, 2007) 133
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10.5 inches in total width measured outside face of curb to outside face of curb, 7-
foot clear walkway, plus a 3.5 foot vehicle overhang and with roof structural
supports located in the north side 7 feet, 4.5 inches wide landscaped area. (See
plan set Sheets A 2.2 and A 2.4.)
"D. Except for parking areas of less than 4 spaces on a residentially zoned lot.
backing into the public right of way, other than alleys is prohibited."
ResDonse: The proposed development does not include any parking spaces
that back into a public right-of-way; therefore, this standard does not apply.
"E. All spaces shall be permanently and clearly marked unless it is determined
that the spaces should not be markedfor safety considerations. Old striping shall
not be visible after being replaced by new striping. "
ResDonse: The proposed development will result in the net gain of 0 to 3
parking spaces. The old striping will be painted outl remoVed, where required,
and the new striping will be permanently and clearly marked, as shown on the
Site Plan; therefore, this standard will be met.
"P Parking areas shall be designed to connect with parking areas on abutting
sites within the same zoning district to eliminate the use of the street for cross
movements. .,
ResDonse: The existing parking lot that serves the Gateway Mall provides on-
site circulation for patrons of the mall and the detached restaurant sites
eliminating the use of public street for pedestrian cross movements. The
relocated transit facility will be located at the edge ofthe mall's parking lot and
will not require the use of Gateway Street for pedestrian cross movements to
access the mall; therefore, this standard is met. Nevertheless, as part of this
transit facility improvement, a covered pedestrian walkway and crosswalks will
be delineated across the mall's circulation drives to provide a clear path of travel
from the transit stop to the entrance of-the mall itself. This delineation will be
done in a manner meeting ADA accessibility standards.
"G. Not more than 30% of the total parking spaces in a parking lot may be
designatedfor compact cars. Such spaces shall be signed and/or the space
paintedwith the words "Compf!ct Car Only. "
ResDonse: The reconfigured Site Plan (eliminated and additional vehicle
spaces) does not result in any additional compact parking spaces. The mall has
3,480 spaces; 30 percent of this number is 1,044 compact spaces. By a physical
count, the mall currently has 200 compact spaces. The total of200 compact
spaces is 6 percent ofthe total parking spaces in the existing Gateway Mall. This
percentage is not being changed.
Date Received: \ 7.;-1~-D1
Planner: frL-
JRH I L TO/ Gateway Mall Site Plan Review - Modification (TypeII) I September 21, 2007 (lod Revision December 14, 2007) I 34
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"H Parking spaces for disabled persons.
1. Parking spaces for. disabled people and accessible passenger
loading zones that serve a particular building shaii be located on the
. shortest possible circulation route to an entrance of the building... "
ResDonse: As noted earlier in this narrative, the relocated transit stop is not
required to provide any additional parking spaces. Further, the parking spaces
being eliminated in the area north of the pedestrian walkway does not contain any
ADA parking spaces. There are no ADA parking spaces being lost by this
modified Site Plan, therefore, this standard continues to be met.
Bicycle parking shall be provided as required for the specified uses in Section
4.6-155, and shall meet the standards set forth in Section 4.6-145. Bicycleparking
provided in parking lots meet the requirements must be visible, accessible. and
'not conflict with pedestrian ways. "
ResDonse: L TD is not required by the City Code to provide .any bicycle
parking. See a more detailed response below to Sections 4.6-140 and 4.6- I 55
addressing the bicycle parking stal]dards.
"1. Any lights provided to illuminate any public or private parking area or
vehicle sales area shall be arranged so as to reflect the light away from any less
intensive use and comply with the lighting standards specified in Sections 4.4-110
and 4.5-100/110. of this Code"
ResDonse: Again, the relocation of transit facility will not require any changes
in the mall's parking lot lighting system. The platform under-roof shelter lighting
will be provided as part of the new transit facility while providing security
lighting for the platform and will not shine light toward the residential uses
located to the east.
"4.6-130-135 SITE PLAN REVIEW-LOADING AREAS
A. All necessary loading spaces for commercial and industrial buildings and
uses shall be off-street and shall be provided in addition to the required parking
spaces. "
ResDonse: Historically, public transit platforms/transit facilities are not
considered loading docks; therefore, this standard is not applicable, including
subs.ection (B), (C), (D), and (E).
"4.6-145 BICYCLE PARKING - FACILITY DESIGN
A. The required minimum number of bicycle parking spaces for each
vrincival use is three spaces. Specific requirements per use are given in
Section 4.6-155. Additiona/bicycle parking spaces may be required at
Datelileceived:. ll-I~-07.
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common use areas. Fractional numbers of spaces shall-be rounded up to
the -next whole space.
B. Each bicycle parking space shall be at least 2 by 6 feet with an
overhead clearance of7 feet, and with a 5-foot access aisle beside or
between each row of bicycle parking. and between parked bicycles and a
wall or structure. (the dimensions for commonly used bicycle racks are
sho'wn in Figure 4.6-. Bicycles may be tipped vertically for storage but not
hll1ig above the floor. Bicycle parking shall be provided at ground level
unless an elevator is easily accessible to an approved bicycle storage
area. Each required bicycle parking space shall be accessible without
removing another bicycle.
C. All required long-term bicycle parking spaces shall be sheltered
from precipitation. Short-term bicycle parking is not required to be
sheltered.
D. Direct access ji-om the bicycle parking to the public right-ofway
shall be provided with access ramps, if necessary, and pedestrian access
from the bicycle parking area to the building entrance. "
ResDonse: As previously stated L TD is not required by Code to provide any
bicycle parking facilities for transit stops; HoweVer, L TD policy supports the
intent of the Code by encouraging alternatiye transportation, including bicycling,
and provides bicycle parking at its major transit stops. The number of spaces is
based on proportionality - in terms of ridership, the Gateway Mall stop falls
somewhere between a minor roadside stop and a maj or transit station, such as
Springfield Downtown Terminal. Based on the type of stop and the projected
ridership, 4 bicycle parking spaces are proposed to be located at the south end of
the platform, as shown on Sheet A2.l of the plan set. These spaces are separated'
from the motor vehicle parking area, and are located at a convenient distance t the
bus stops and to the pedestrian walkway leading to the Mall entrance. Although
L TD typically does not provide long-term rider nor employee biCycle parking at
its transit stops, three of the proposed spaces are fully covered by a bus shelter,
effectively making them long-term spaces. The bicycle parking will be provided
in accordance with the design requirements outlined in Section 4,6-1 50-Facility
Improvements and Figure 4.6-B.
4.6-120 (1)
Motor Vehicle Parking Space Reduction Credit.
Bicycle parking may substitute for up to 25 percent of required parking.
For every five non-required bicycle parking spaces that meet the short or
long term bicycle parking standards, the motor vehicle requirement is
reduced by one space. Existing parking may be converted to take
advantage of this provision.
ResDonse: The Applicant is not requesting a motor vehicle parking space
reduction credit; therefore, this criterion does not apply. Thema!l owner does ./ (7
Date,Received:.-l7+-rD -
Planner: !\l-
JRH I LTDI Gateway Mall Site Plan Review - Modification (Type II) I September 21. 2007 (2nd Revision December 14,2007) 136
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preserve the right to use this bicycle parking as a credit toward the reduction of
vehicle parking as part of some future development, if needed, to support some
future mall project.
"4.6-150
BICYCLE PARKING - FACILiTY IMPROVEMENTS
B Businesses with changing rooms and shower facilities or other additional
amenities that encourage bicycling or other alternative modes of
transportation by employees or patrons may be eligible for a reduction of
Transportation System Development Charges if the City Engineer
determined a decrease in vehicle trips will result. "
ResDons~: L TO does not provide transit stop facilities with changing rooms or
shower facilities. As such, neither the mall nor L TO is eligible for nor seeking a
reduction of Transportation System Development Changes based on this
Application.
"46-155
BICYCLE PARKING - NUMBER OF SPACES REQUIRED
"1. Shopping Centers and Malls:
1 per 3000 squarefeet off/oar area
25% long term / 75% short term
.2. Transit Park & Ride, Transit Station: Minimum of 10 spaces or 10% of auto
Spaces whichever is greater.
25% long term /75% short term
3. Transporation Facilities:
1 per each 3000 square feet off/oar area
75% long term /25% short term"
ResDonse: As outlined previously under SeCtion 4.6- I 45, the L TO proposed
project of providing a pick-up and drop-off transit facility on the mall property as
an accessory use under Section 4.6-145 is not required to provide any bicycle
parking spaces; however, they are doing so as a matter of policy/ choice,
"4.3-115 SITE PLAN REVIEW - WATER QUALiTY PROTECTION
The intent of this Section is to apply water quality protection to only those sites
that require Site Plan Review approval as specified in Sections 5.17-100 and
5.12-100 of this Code. Thefollowing standards do not apply to single_family
homes and duplexes in the Low Density Residential District as of the date of this
Ordinance, except as specified in Subsection A.I., below. Existing buildings that
are within the riparian areas specified in Subsection A.I and 2 shall not be
considered non-conforming. Subsections A.2.a. and b. provide additional
protection from a non-conforming status.
A. When addressing criterion E as specified in Sections 5.12-125 and 5.17-
125 of this Code to protect riparian areas along watercourses shown on the
Date Received' J 2..-- H -07
Planner: fJG.-
JRH I LTD/ Gale\vay Mall Site Plan Review - Modification (Type II) I September 2 L 2007 (2nd Revision December 14.2007) 137
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Water Quality Limited Watercourses (wQLW) Map bhfile in the Development
Services Department. the following riparian area boundaries shall be utilized:
"E. Permitted Uses in Riparian Areas. The following uses shall be permitted
in riparian areas as long as they do not diminish riparian functions: "
ResDonse: Neither the subject property nor the relocated transit facilities are
located on or adjacent to any identified riparian corridor or watercourses shown
on the Water Quality Limited Watercourses (WQL W) Map; therefore, this
standard does not apply.
"c. For protection of water quality and protection of riparian weafwlctions
as specified in S,ection 4.3~II 01115 of this Code. the following standards shall
apply: .
1. Avoid development or redevelopment in the following
circumstances:
a. Unsuitable areas, including, but not limited to unstable
slopes, wetlands and riparian areas;
b. Stream crossings - where crossings must be provided, the
impacts on water quality shall be minimized; and
c. Hardening of stream banks and shorelhies. "
ResDonse: The proposed transit facilities are located within the widened
Gateway Street right-ot:way and the mall's existing perimeter setback and drive
. area. This location, straddling the street right-of-way will not involve
development on unstable slopes, wetlands or riparian areas, or require stream
crossings or the hardening of stream banks and shorelines; therefore, these
standards where previously applicable to the greater mall site have been mel and
continue to be met.
2. Prevent:
a. Stormwater discharge impacts to water quality and
quantity; and"
ResDonse: The relocated transit -facilities are located within the widened
Gateway Street right-of-way and the pedestrian walkway within the mall's
existing parking lot will not create any significant additional storm water discharge .
(areas are already paved, hardscaped, or roofed over). The roof areas and
impervious sidewalk area of the subject redeveloped area' will be served by
existing connections to storm sewers to dispose of all ori"site storm water;
therefore, this provision is met. The construction plans required to be submitted
as part of the Building Code Review and Building Permit Issuance procedures
will incorporate the use of double chamber catch basins With oil/water separation
and filtration system for all new installations within any new vehicular pavement
areas to help prevent water quality impacts. In the Development Issues Meeting
(DIM), City Staff provided direction to Design Te.am that double chamber catch
Date Received: . 12.. - H-07
Planner: ' ~
J R H I L TD/ Gateway Mall Site Plan Review - Modification (Type II) I September 21, 2007 (2nd Revision December 14, 2007) 138
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basins with oil/water separation and filtration system will suffice as treatment for
stormwater runoff from new vehicular pavement areas; and where existing
impervious surfaces are proposed to be replaced with impervious surfaces, it is
acceptable for stormwater runoff from these areas to drain directly to existing
private storm drain inlets.
"b. Erosion and sediment nm-off during and after construction ".
ResDonse: As mentioned above, the pedestrian walkway, as part of the
relocated transit project, are located within the existing parking lot of the Gateway
Mall. Because of the existing paving, a minimal amount of erosion and sediment
run-off will be generated. The proposed new transit facility, after construction,
will not produce any erosion or sediment. During construction, as part of
Building Pennit requirements, the Applicant will ensure that all inlets will be
protected from sediment run-off and silt barriers will be placed around the
construction areas. The later construction plans required to be submitted as part
of Building Code Review and Building Permit issuance procedures will provide
additional details pertaining to storm water /construction site management.
"3. Protect:
a. Riparian areas, buffers andfunctions around all
watercourses; and
b. Wetlands, wetland buffers and wetlandfunctions.
4. Preserve the hydrologic capacity of any watercourses.
5. Utilize native vegetation in riparian areas to reduce the need to.
apply water, herbicides, pesticides andfertilizer. The required riparian
area landscaping shall be installed as part of the building permit process.
The required riparian area landscaping may be bonded as specified in
Section 31.110 of this Article.
6. Restoration and enhancement of riparian areas that are degraded
in riparianfunction.
7. 1n applying Subsections (3)(a) through (3)(f) ojthis Section for
riparian areas, protection, preservation, restoration and enhancement
measures shall be applied as follows.'
a. For new development and redevelopment. existing riparian
area junctions shall be protected and preserved and degraded
functions shall be restored or enhanced through the full riparian
area width, specified in Subsection (1)(a) and (l)(b) of this
Section, and extending through thefullfrontage of the lot along the
watercourse on the Water Quality Limited Watercourse (wQLW)
Map
b. For additions and expansions on any portion of a lot.
existing riparian area junctions' shall be protected amj preserved
through the full riparian area width specified in Subsection (1)(a)
Date Fhcei\'Gd: ,J2-\ 4 -D7
Planner: At.-
JRH I LTDI Gateway Mall Site Plan Review- Modification (Type II) I September 21. 2007 (2nd Revision December 14,2007) 139
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and (l)(b) of this Section and extending through thefullfrontage
of the lot along the watercourse on the WQLW Map.
c. For additions and expansions within 100 feet of a
watercourse on the WQLW Map on a lot that has degraded
riparianfunctions, the areafor restoration or enhancement shall
be based upon the ratio of the impervious area of the addition or
expansion to the existing building or impervious area on the lot.
The restoration or enhancement shall start at the top of bank of the
watercourse and work landward. "
ResDonse: The proposed development is located within the existing Gateway
Mall site and abutting widened street right-of-way. It should be noted this
development proposal results in a net decrease of impervious surface area. Bus
shelter roof drainage will be conveyed to on-site private landscaping areas for pre-
treatment (as discussed with and approved by City Staff) and, ultimately,
conveyed to existing on-site private storm drain. There is also 290 feet of 10.5
foot sidewalk (including 7 foot, 8 inches wide overlapping roof) that will drain to
the mall's parking lot. Neither the subject property nor the proposed development
is located on or adjacent to any identified riparian corridor or watercourses shown
on the WQLQ Map; therefore, these standards either do not apply and/or have
been previously met.
III. CONCLUSION:
The proposed L TD relocation of their Gateway Mall transit facilities, including the covered
pedestrian walkway, does not significantly affect the existing mall development (Less than 3
% of mall area) nor make the site non-conforming. The development, after completion of
this LTD/ Mall project, will continue to comply with all applicable standards of the City of
Springfield Development Code. Therefore, the mall owner and Applicant respectfully
request Type II Site Plan. Modification approval for the proposed L TD transit project, as
described herein and as shown in the accompanying Plan Set (Exhibit C).
Date Receivc~: ..,.11--/4--07
Planne': Ih-
J RH I L TD/ Gateway Mall Site Plan Review - Modification (Type II) I September 21, 2007 (2nd Revision December 14, 2007) 140
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SECTION 22, T. 1 75. R.J W W.IA.
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Exhibit B: Lane County Assessory Map
Date Received:
Planner.
12-llf--07
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I Subject Site
IRH LAND USE DIVISION
4765 Village Plaza Loop. Suite 201
Eugene,Qregon97401{TEL}541.687.1081
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LEGEND
_ J EXISTING CURBED AREAS
NEW CURBED & PAVED AREAS TO
REPLACE EXISTING PAVING OR
LANDSCAPING
. EXISTING CURBED AREAS TO BE
DEMOLISHED AND REPlACED WITH
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L J EXISTING CURBED AREAS TO BE
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I.~hibit c: SIT7;LAN - AU
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JRH LAND USE DIVISION .
4765 Village Pla.lil Loop, Suite 201
Eugene,Oregon974011TtL)S41.681.1081
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Exhibit 0: CHANGE IN CURB LOCATION
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JRH LAND USE DIVISION
476SVillilgePluilLoop,Suite201
Eugene,Oregon 97401 {TEL.) 541.687.1081
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Exhibit E-': EXHIBITE-
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'_ _ _' PLATFORM wi STORAGE AREA
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SITE PLAN PHASING
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4765 Village Plillil Loop, Suite 201
Eugene,Oregon 97401 {TEL} 541.687.1081
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'. _.' COVERED WALKWAY
---. PHASES:
I J CROSSWALK COMPLETION &
'. - REMAINING PARKING AREA CURBWORK
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LTD GATEWAY STATION
, Exhibit E-3: EXHIBITE-
SITE PLAN PHASING
)RH lAND USE DIVISION .
4765 Village Plilu Loop,Suite 201
Eugene,Oregon 974011TELI 541.687.1081
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,- - i PHASE 6:
I I DEMOLITION OF EXISTING BUS
- - - STOP & REPLACEMENT WITH PARKING
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ITELIS41.6S1.10l11
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EXHIBIT E
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. Exhibit E-4: EXHIBIT E
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4165 VillClge Plaza loop. Suite 201
Eugene.Ort'gon 91401 {TEl.) 541.687.1081
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I Springfield, Dregon
Rowell Brokaw ArchltKU
107026
I August ]1, 2007
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476SVillagt" Plaza loo9,Suite 201
Eugene,Ort-gon97<<l1 {TELJS41.687.1081
www.jmweb_com
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CRAFT LITE'
APPLICATIONS:
. Ul/CUllisted Wet location
. Ul/CUl Ho,ordous locotion
ICID~ I, lIiIilion 2; Groups A,8,C & II
(/assll, OiJ/li01l2; Groups F& Gl
, NSF Certified Food Processing
(SplDsh ZOO" Food Z(frS)
. Industrial & Commercial
. UL Listed Marine
{/nm"fnsid'l/1i>p,,.n
. Transit
J'~C2 Series
SPECIFICATIONS:
HOUSING:
Constructed.of 20GA (.036) une coated slael for unmalched corrosion
protection. Featuring 0 double chorinel, 6ne welded inside the arhar, with
spocebetween the channo[side& to copture the diffuser. Threaded hubs ore
conlinuously welded into the channel ends providinG 0 Moled wirewoy occess.
Removable plugs seol the hubs when not utilized. .
Food Zone: All exIernol metol components of stoinless steel (53 option sid).
OPTIONAL PREMIUM MATERIALS:
52.304 stainless sleel outer channel.
S3 - External metal "components of 304 stainIess steel.
S4. AlI,melal components of 304 stainless steel.
REFLECTOR,
Fabricated of zinc cooled sleel, poinlad with 0 minimum reflectance of 88%.
ENP CAPS,
Die formed of 18GA (.048) stainless steel. A threaded, knurled ring
secures ine end cap to the luminaire housing. End .cops secure lens.
GASKETlNG: .
EPOM is used in the ryousing chonnels and and cops.
FINISH,
Pointed suriaces ore two mil of whoe polyester enomel,
special colors o\'oiloble.
LENS,
One piece nominol .125 while translucent cel! cost virgin acrylic.
A two piece lens with center joiner bond is available (H1 optionj. .
ELECTRICAL,
All ballasts and lompholders are UL Usled.
Marine: Utilizes a three gong terminal block for eledrico\ coonadions.
MOUNTING:
Surface, choin, or pendonl options available for co'Vered ceiling installations.
Continuous row luminaires manufadured with aligning pins and ulilize ioiner
bonds. Suriace mounted HO luminaires require 0 minimum 1 112'" clearance
(Bracket kit ;uppliecfJ. For furtber information, c.ontact Soles Representalive,
Splash and Food Zone: Sunoce for covered ceiling fnstollaljons only.
Marine: Surface for covered ceiling installotions only.
TEMPERATURE COPE,
Class I, Div. 2= 14 (135(>CJi Closs II, Div. 2;::1 13B (165t>C)
C2 JOINER BANOS
saUAREPOLYCARBONATE
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FLUORESCENT I SURFACED
BENEFITS:
. Luminaires adoptable to your specific needs
f\
FEATURES:
t Premium eledronic ballast standard
t Available in Stainless Steel construction
. Every lumina ire tested with lamps to assure
customer, satisfaction
. 5 year limited warranty
, Proudly mode in USA
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MfG. HOLES (STD)
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MOUNTING STRAP WI 112' THREADED
6116' DIA. MfG. HOLES (MC2) , 'HUBWI PlUG
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112" IHRi;A[)EO FLANGE (OPTJONAL,WET LOC.)
I!NSIH DIMIIUIONS IN INCHlI
A 6 C D
161/2" 1:!!4 6 lI/1 16""
13" 3 6 11 13 lid
16" 11/1 10 II 1611B
19" 4 10 18 II lid
2fT 41/1 16 15 26 lid
2fTTS 3ll/l6 16 23118 741/1
3fT 101/2 16 a7 a811D
afTTS I lIB 16 31V4 363/B
4fT 61/2 31 49 SOlID
4fTTS 71/1 32 41 481ft
6fTTDM 13 48 74 IS lID
8FTTDM 17 64 18 !11J8
Oak ,":,,--' .~-'.
Plan."",
12jj--07 f)
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PQlomoonllndoslo",lne. 600,\11,\40\ fo,6006\1.7114 VNlfI.poIomoontliohting.,.m
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t@UI Hazardous location; @ ~@ food Processing: G
'A'
C2.Series l' ~
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PHOTOMETRICS:
Model C21323, 4FT, White Painted Interior and Whife Acryjic Lens, 1 32W T8 Fluorescent Lamp, lamp Lumen Roling = 3050
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Coefficients of Utilization, Zonal Cavity Method
Floof CO'lillf Ref1edance: 20%
I( . ,8 I .1 1.1 I J I .I . 0
lW. .7 .S .3 J J .5 .3 .115 .3 .1 1.5.3 J l.s .3 .I 0
I 0 " 9] 97 9i 93 13 lJ lJ'l( 84 84 77 J7 J7 10 10 ]0 !6
(j II BII 75]0817671 6169 61 6262 II 1616 53 II!B
11 7663 61 II n 64 10 It 18 53 i41 52 4l 44 4744 41 37
369.~M~H~a~<<ij6~.~..~
4 62 II 43 31 59 41 41 35 41 37 3i.39 54 30 35 31 27 25
SD6U~~aB~~n27~W~~27~n
6.~nU.~~~HU~~UnU~IO~
7 ~ . U ~ a ~ 27 n ~ B 10 . n," u n D H
86. B 10 U ~ M " n n w u n R ~ n H "
tU~nw39.nRuIOMM"HnDHn
W 39 27 10 M Y U 10 H H W H n R " 10 M n "
'90.0
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CRAFT LITE" LUMINAIRE ORDERING INFORMATION:
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(2 WdOOti{l1l 1 STOr.donl
He2. HQlClrdous J2 bn&eoi
Se2.Sp'.1$hlone
FC2 f,~ 100'
RO AI.ainelnside
MC1 ln~!Dril)-orrof
). 18QD Imv 6240 Hi, (10.51
26DO 2!W62404~,(l0.S1
ISSX "81511(131
27SX n4,~71511{161
59SX 13H39151111r)
408X' HOT511(2fT)
S08X F~I511{2fT)
147S'1I4TS(2fT)
17' mfS(2fT)
2115' f2lTS~fT)
247lH fU1>'1lO QfT)
2S' F251SllfT)
2STS' 1201S(4fT)
32' 13118(411)
3915H f39T>'IlO(3fT)
S4T5H FS4TSIHOf4m
TANDEM LAMPS
Tandem 1(ItTI;)$ ere tandem wired
40SX'140iiTTj4fT) 0'
2115' F2ITS(611) 0'
2S' f251B(6fT) II"
7815' f20IS(BfT) 0'
32' f3218(BfT) 0'
39TSH 139T>'IlO(IfT) D'
S41SH f541\1110fBffi D'
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0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
I)'
I/'
0'
0'
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0'
2 .121 O~I AllJiic (II, Pollem)
3 .I2SWIm'AcnlktlmeJ
4.12Sr;""'cAllJiic(P4J '
6 .I2SikorPbl)"rIolllll.(U''''I!''IWA>m
1 .12S\\1;t,PbI)"rlolllll.(WA>4F1)
8 .156_~cPbl)tn_~12)WA>m
9 Sq".Po/vtorloool.
tWM'tS!MCl'rlilhlflrrilllNflavo!deJ
LENSES AVAILABLE
FOR FOOD ZONE
6 .115 Oem PbI)",ro"," 01.",,,,,) WA >m
7 .I2SI'lIUrep;",Iboo.,(IIIA>4fT)Ibls>J
8 .IS! r;""tlc P;i\'COIlollllla ~12) WA>411
9 .rePo/vtotbooole
fil"",S_o.rS""""Mlh\!JJ
Colored oc:ryfic lens avtJflobleJ
consLI!t ,ogent. (See ROge 215
(or available lens catorS.)
52 S....S!t<lIM.O".."
S3 5.... lreaJ Emil.
S4 SlDwmSleelCo,po1~
304 55 Standard,
316 5S and albet ffl(Jteriols
availabie, consult agent
" Lamp Type Ava"able for Hoxgrdous Location.
INDIVIDUAL UNITS STANDARD,
Other WoHages and Lengths Available, Consu', Factory_
~'.. NSF Food ProcessIng Note:
;r; Food Zone (F prefix) luminoires Come in DIRECT CONTACT with food.
Spkish Zooe ($ prefix) unifs may become soUed, but ore outside the danger
of recontamination.
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l~ llllMm 11lcmo ~lmtil'(l~a
O.~ 167 120 14.0
~~O 623 2M III '
~60 1111 40.0 l6.6
~1II 7034 66.7 77.S
90-120 451 ',5.0 17,4
90-130 SU 113 20.1
9O-1~ 585 19.2 22.3
1II.180 581 193 215
~IBII 2624 S6 100
T'lal wmi";,, O~tllDl Effitio,l\' = 86.0%
S;rati'B Crilefia~ 0' = 1.12, 90' = I.IS
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EMERGENcr. ".'
81 Bodir.08DI7QO(0.SIft)WA<311
B2 Bodi"BOISllO (~SIft) WA <411
B3 8odi",BDl9ilO1~\o'(lIllA<3ff
BALLASTS
DJ lrnrooD;1\1ug [(~IO
D2 [J""enlc~"""l
D4 <IO%JHD(r.r.JiFO<iory)
D8 iJrirlempu.g..tic B.U", IWATIl)
D9 ~Bo~
19 Raoj{Sfil."f!!dmnfcBaRMI
FUSING
fT GIMIlIlFUIi'ilfosl)
F! ~l'IIIllIlFl>l!mrslowl
LENSING
HI 1"d.n 1.-,IYohJ"", Boed
H2 .1511 WmHeolyo.o'AllJiic
H3 .JSlJbtroHlOIyr/!i1oAul'
10 loopS!ooos(SpOOlyCol.)
IS IIir.Go..d(WA5];Ie>IVFooIloo.1
KS M"""lo~Ir.r.Ji~"""
MOUNTING
MI.feede.IIiw,t(Peadr;"'''tOIireo)
M2 lliwnti~Bro~t1~I~',,",/a.ir)
M3 1,.Row{irml.I...,!ieebqu"'l.
M6 ~edMounliI\OBflllhl(CDn9J~Ao'!:l1l1
MIse
P9 SpOOnI frPnl Wor (&",d,I'o.' Codn & O.p)
R5 Spea.1lcrMrlllln~'IllRel\edlll'
51 SpOOnI!~"""{[oosuIlAgeor)
13 Tornpe:r2eSSlolr
T6 Su"",End(a~
WS IeoIV~"EI1lIy("""IIFO<i"Y)
YI Ni"tit,(C'MullA,jenrJ
Y5 II1Sop~....
Y6 fl<<-I.oc'lnmnHoltla
Add hyphens bel'ween oplions
Project Information:
Date Received'
Planner:
Information subject to change without notice. lamps supplied by others.
It:l2DOS Poromoun1lndustries, Inc. P.O. Box 259 Croswell, MI 48422
I\"amaunl ~duslrill, ~L 800-521,5405 [,,800-652-7154 "",.p"amounlligh~IlII."m
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120V/60H, Srondold
2/NIIIJH,
34IV/IIJH,
SOH,&
O/her Volloges
Available
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The new IP66 Impact
and UV resistant
polycarbonate optically
olear, captive fens
guarantees a completely
waterproof seal in any
position. horizontal
or vertical,
The new mounting
system is easy to install
and provides,an infin~e
numtier of bracket
positions. It also reduces
gaps between fixtures to
a minimum when
Installing In selies,
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Lineos. is a iow profile water resistant
adjustable linear fluorescent projector
that can be used in the up or down
facing position, complete with
gasketed end caps. Each fixture
undergoes a durable powdercoating
finishing process which extends the
longevity of the fixture in outdoor
environments, Each fixture is
assembled with an impact resistant.
optically clear. hinged lens.
New range of mounting
and optical accessories
are available.
Date Received:
Planner:
12-14--07
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/I of Lamps
lamp configuration Options
Lengths
I~
1,.:-.'
jJ2Q;
Watt
1
1
2
1
1
2
1
14W
21W
21W
24 W HO
28W
28W
39 W HO
39W HO
54 W HO
54WHO
2
1
2
HO= High Output
I
25"
371'
72"
25"
49"
96"
37"
72"
49"
Other combinations of lamps
possible contact factory.
96"
'B I
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Ordering guide:
Uneos.Gan be ordered as single fixture with 61 feed cable Included,
or as a continuous lighting system. The system is available withli1ree, fixture options:
Feed fixture with 6' feed cable Included. middle fixture wRh 12' jUmper cable Included,
end fixture WITh 12" jumper cable inciuded to connecl.together fixtures for conlinuous
linear applications. Each slngle.fixture or continuous system is available as up,/aclng
or down-facing Iighl direction, and with ieft power feed while fadng the instaJled Ii'dure or with right
power feed. The maximum run/row length is 9a feet for 120V. and 192 feet for 277V.
Each Uneos Iixture has an integrated electronic bellast (120/277V).
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Illumination level expressed in footcandles (center l:Jearn candle power CBCP)
14W 21W 28W
PI ~I tS?1
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6,5 10,1 13.9
2.9 4,5 6.2
1.6 2.5 3,5
1.0 1.6 2.2
39W 54W
IQl'Qj
! 6'1,'::2 ! 9~ _ 3'
(:'-\ /{?:
16:8 24,0 _ 7'
7.5 10.7 _ 10' .
4.2 6.0 _ 14'
2.7 3,9 16'
Date Received'
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"Rear" Mount'Cnp
Mounting systems
Rear Mount Clip
for fixed mounting
application in space
constrained areas.
Dublin Underpass CalIfornia
Ughtlng Design:
Associated Ughting Represanfatives
JolmBenson
\
'181
~
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"Y" Mount Bracket i .
The Uneos surface mounting
system w~h adjustable
connectlon.clamps can be
installed at any point along the
fIXture body mal<ing the I
installation easler, I
more accurate and provides'
. freedorn In positioning; 'I
especially In serles.
ct:
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Valencia Town Center Food Court and Atrium,
Valencla,Californla
Ughtlrig De$lgner: Kaplan Partners Architectural
Ughting Architect:
Attoon .... Porter Ardlitect\
Date Received:
Planner:
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Accessories
Longitudinal louver
~~?;,';:i"::'
Transversal grill
.:,.,
'-B'
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Air
The long arms, made of stainless steel
help achieve even Illumination of large
surfaces' and create new professional
applications as it can be field cut,
wall or ceiling mounted, .
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Top
Adjustable ceiling suspension arms
for 2 Lineos fixtures providing
multiple orientation possibilities,'
'.
, Louver system for
seleotively cutting off
glare from a 1?lngle
direction, while
keeping the optical
features of the
reflector.
Glare control
system.
Filters
Visor
Filters blue,
yellow, red,
green, frosted.
Consult factory for
other filter options,
Adjustable cut-off
visor.
Date Received: 17.-\',tD-tj)~ITi;
Planner:. ~
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GENERAL SPECIFICATION
Body and trim: Die-cast aluminum.
Finish: Silver powder coat~d. RAL9006.
Gasketing: Heat resistant silicone. .
T :anoormer. Not indud.ed. specify separately, electronic,
IlOVe"/)<
Power supply cable: lumi.riaires supplied with IOOOmrn/39'
power supply cable for connection to a remote driver.
',Mechanical: Mounts directly over a standard electrical
. junction box (by others}. Blade luminaires can be mounted
In any orientation.
Approval:ULCSA for wet location, IPb7.
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SPECIFY lAMP TYPElLUMINAIRE HOUSING
CalRe!:
661001
661M2
661(WS
6610011
t6 1005
661006
CaiRef;
661011
661012
661013
661014
661015
6&1016
Cat Ref;
661021
661022
661023
661024
,56 1025
66.1026
Narrow beam:
2 X 3W LEO warm whits
2 x 3W LEO cool white
2 x 3W lED bltJe
2 x; 1\\1 LED yello\.j
2 x 3W LEO green
2 x1W lED red
Twln beam~
2 x 3W LEO warm w211e
2 x 3W LEO cool white
2 x 3WlED blue
2 x1W lEDyeUow
2 x 3W LEO green
2 x 1WLEO red
Wide beam:"
2 x aw LED warm white
2 x fNI. LED cool While
2 x 3W LE:D blue
2 X iW LED yellow
2 X aw LED grean
2 X 1W LED red
f@t Ilk'!!'
f'~ j
II
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Remote translorrnefs:
661091 Max 5 Blade. foo.ures with red or yellow l.ED's
66'1092 Max 2 Blade fixtures with white, blue or green LEO's
661093 Max 4 Blade flx\ures with white, blue or green LED's
BLADE
10'
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Date Received:
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Extreme long I~e LED
source .
LUCIA Is a compact in-grade or
projector fixture ayailable with a variety
of lamp options including LED.
1 811 cast anodized
aluminum body to ensure
maximurn resistance to
corrosion.
Unique LED sofllight
effect available.
Date Received:
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IN-GRADE FIXTURE
MR16 20Wf1.2V
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ACCENT PROJECTOR
MR1620Wf12V
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Date Received:, II-ILf--o;'
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6 different LED colors available
O . .~~":J,'" CD .'"" 0
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WhIte Blua Amber Red Groen Warm White
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IN-GRADE FIXTURE.
20 high output LED 2W 120/277V
LED 20R Series I ~:::i 1
""r.
40 high output LED 4W 120/277V
LED 40R Series I ~~ I
BeVeled edge disc
Straight edge with polycarbonate cover
ACCENT PROJECTOR
20 high output LED 2W120/277V
LED 20P Series I ~o:,oi I
000
40 high output LED 4W 120/277V
LP SerIes
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D..OC.
000
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Date Re~ived:
Planner;
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Stracex@ 500
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IP 65 Certlned
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LISTED LISTED
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SELUX COIp, 112003
PO BoX 1050, 5 lumen lane
Highland, IN 1252B
TEL: (845) 591,7123
FAX: (845) 691-6149
E,ma~ seluxus@selux.com
WeD SilO: MWI,solUJ[,Cl)m/usa
STR5.lJl04.lJl (ss,Yl,03)
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Project: GATEWAY MALL BUS I EMX STOPS
Type: F
STRS
Fixture
Serias
S35
Pole Serias
R3 lB H150
Renoelor Mounling Lam~Typel
We ge
12 BK REC
Heighl Finish
F
0(];fD~
Qty:
BK
Finish
240
Voltage
PC
Options
Options
Finish Voltage Options
WH Wlllo 120 PC Pholocal
BK Black 20B os O'OarkSky
BZ Bronze 240 T1~Option
SV Silver 277
SP Specify 347
RAL,
21"
(5J3mm)
I
71/0"
(ZIIOmnIl
I
Series Renector Mounting lamp Type I Wallage
STRS Rl Type II relJeclor F HorizoIllBI SJp filer (2-3IB') M,Ja' H,ude ~
SVade~ R3 Type III reflector lB VeIl!ca1SlpFlrot(31 H050" 50'// 5050" SOW
500 51 5lngJearm H070 lOW 5070 lOW
52 Ooub~ arm &100' 5100 l00w
52L Iloubla ann @90' Hl00 lOOW
S!L Triple arm @90' HI50 150W 5150 ISOW
54 Quadrupleafll)@90' H175 175w
Ll 5ingle4a"1111
L2 Ooub~ 48' '1111&180' "Ollly .lIllllable In !2OY and 217,.
IV W.'_
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1. Fixture Housing. Ole cast alu.
minum fixture housing with inte.
gral heal dlsslpaUng fins.
2. GaskeUng. (nol shown)
Continuous molded gasket pro.
vldes seal at door. and glass
oponlngs. providing dust and
Insect control.
3. Lamp. (not shown) One clear
HorIzontal EO 17 melal haUde
lamp up to 115W Of hIgh pressure
sodium up to 150 W. [amp pro.
vlded by olhers.
4. Access Door. Hinged dIe cast
door, secured with earn actton
staInless steel latch. Door
secures f1al tempered glass lens
and Is provided wflh dampenIng
cytlnderfor ease of maIntenance.
5. Arm. Ole casl aluminum arm
Integrated Into I1lClura design. Sa.
cures to pole Of tennon wfth 6
stainless .steel sat screws.
AvaUable In a variety of configura.
lions for va rfous mounUng
options. AvallablEl with optIonal
dark sky brackel:,; Wting tlxture to
horizontal plane for full culoR.
a. Socket - purse rated porcelain
mealUm base socket pro-wfred to
ballast at ractory. Socket: is
secured to Electro Tra:y for ease 01
servicing.
7. EleclI'o.Tray - A high power
factor, open core and call ballast
regulates voltage for the HID
lamp. Ballast Is attached to
removeable gear tray (removable
without tools), and Is provfded
with a qultk discoMect to the line
voltage. COnsult raclory for
detalfed ballast Informa[fon.
8. Opllo'nal Phofocell ~. FlxlUre
can be provided with lwlsllock
photoceU Integrated Into fixture
housing.
9. Tilt Option - Standard connec.
lIon provfdes 6 degrees of tilt, OS
opllon brin~s fixture opllcs to hori.
zontal proVIding fuU cutoff.
10. Certifications. Fixtures are
suppfied standard wlth UL and
CUL for Wet locations. IP 65 certl.
fied, CIE Ustlngls also available
(for apptlcatlons oUlslde or North
Amerlta, please consult ractory
for details).
Exterior Lumlnalre Finish -
SELUX irtmzes oil high quality
Polyester Powder Coaung. All
SELUX luminaIres and poles
undergo a flve stagelntenslve
pretreatment process Where prod.
uctls thoroughly cleaned. pl1os.
phatnd and sealed. SElUX pow-
der coated produCls provIde
excellent sah and humidity resis-
tance as VieD as ultra violet resls.
lonce for 00101 retentlon. All prod-
ucts are tested In accOrdance with
lesl speCifications for coatings
rrom ASTM and pcr.
Standard exterior colors are WhIte
(WH]. Black (BK), Bronz. (B2),
and S~ver (SV). RAL colors (SPJ
ale available. please specify
RAlI.
Union Mada
AmI/a/ad with
IBEW Local 363
~'ClIIUlioJ.nOl.cif~liiabeslpro<k<t
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rdke. .,.~..__....ormate..i.!lilhatnDll
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Sl'ecl'aIi:"'h..15r<Ull~w...seiJx.olnW>a
erelhelOOSlri.'CeliversixlsMdsl4lCfcedeaD
"""pdlted~"""cric""""'.
Date Receivect-L7_- I t.f -0 1
Plaimer: /\1..-
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D Stradet 500
D Mounting
0 Single 48" Arm (L 1)
0 ~
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(l525nm) 18'
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0 11219rnm)
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ATS35.1a-BCJ
(1 B) Vertical Slip Fitter 3"
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-~ ~- gU{16mm} Tennon
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Double 48" Arm (L2)
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(2438mm)
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13oSOinm)
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ATao1-18-BC3
(51) Single Arm
f,
12"
(30'mmj
L
33~/411(85Gtnm)
-
- 3112" (9Qmm) Pcie Ol'TllMOn
-.........
~atrivJllgelf0lt0Cfi~1OO bes1 proOlclPO"U>,""""'IOOIigt~<ilaIlJe,
\\lJWoo<l:a, spedi'<a&ns m mateliall il'otbl Of apIrioo"l.. abr 100_
Ii the FOOltt Speci\<aIkIn stEels bm al.....seIlwimUia M.IOO ,..tr",~
versbns aoJ "'P""<fe al"""pI&)ted" el!<troo<:_.
Date Received:
Planner:
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Stradet 500
I
Mounting
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Vertical Slip filler (18)
~1~?lrln('!12fl":rl)
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1-27""'1
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535-12
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(F) Horizontal Slip Fitter
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23/U"
(60mm)
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STR5-ll104<l3
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24'1z"
(f121mm)
~~
Double Arm (52)
Wall(W)
~
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'8"! I
(1219rnm)
18'
42"_"::.
r06SmmJ S
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Wall Mounting Plale Delall
_' 5" '.....-.
(l27rr\fT'1l
J.
I., .-$:, 10"
.. I (25.fmm)
(228.6mmJ '1"
l. I1nt''''
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{t01.6rMtl
Clearance ror 3/ff' Mounting Bolts
(by others) .
AT53S.16-BC3
Horizontal Slip Fitter suitable for use With
slandard 2-3'S-- (60mm) 0.0. davit arms.
~~
~,coro.ingel!olllo,'[NlilebeslJ'O!l.<l"","I!,"l>l6Velileilgltt'd1oJ1i1\
.lOOtJtOO\ke. speciIi;at\>ol N KOt..t tI\Itinouro;1lJOOo w~ oota..ihelxittlio
ofti>l pOOt.<t.Spr<l1ca1oo She<lSfotnl,tw",.seIJxtoo\IJsa M' II1e mo. """
_.IIl~'lotherpi\'led~__.
Date Received'
Planner:
\ "2--\4-01
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Stradet 500
Mounting Configurations.
Horironlal Slip Fitter (f) Vertical Slip fitter (18)
EPA. o.ooa' (O.l6m') EPA. O,loa' (OR1m')
Weignt ~ !U~5I1Ukg) Welghl.l1.5~sl15.1lg)
I
Z41ff"~
{621I'1lm) _. I
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DOuble Arm @9D (S2l)
EPA'1.1aa'(Mlm')
W.Ig/lI. !l.5~511l.5ks1
t.'
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.-.
I
Single 48" Ann (L 1)
EPA 11l.olft.l (OJ)!Im?
W.ight.ll,Slltsll1,Oig)
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.-.
L .e.~
(H19mmJ
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SELUX corp." 2003
, PO Box 1060, 5 Lumen Lane
. H1gh~n<J.NY 11518
TEL: (945) 69,1'7713
FAX: (945) 691,6749
E-mail;.sefuxus@selux.com
Web She: IWIIV.selux.comtusa
STR5-ll)04.(J4 )
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21'1." I
(10Smm) "I
...
Triple Arm @90 (S3l)
EPI .1.658'@,11m')
Weighl.ll.O~slll,llQ)
I:'f~l .1-
-s7w.-1
(17t2mrrtl
Single Ann (511
EPA . 0.11 a' (ORIm')
W~gnt . li,) ~5I1o~kg)
~33'I":-i
(~956n1m) I
~
Quadruple Arm (54)
EPA .1,618' @.11m')
Wdg/ll . 40R ~s 11e.1ig)
__61'h"_
t1'nimm)
Double 48" Ann (l2)
"I . 1118' (0.11m')
Welghl'4z.o~511I,lkg)
-now'
(3oSOlllinj
..
,
9..
(2<43"8nVll)
~~
Double Arm @190 (52)
EM. wn' (O.13m')
Weight.l0,5~sI10.s1g)
-----,.....611h"-1
(ll12mml
~" -
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f"",,~~ . " .
Wall(W)
EPA. 9,11ft' (O.o1m')
Welgh'. !'~~5I1S.sksl
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. !106Smm) .:.
..--;;
In'~eIi>1.Dlf"""be<lprodl<t
pos>bl>.\\Il'''''''''''lighltoth>nge,VJilOO<.(
1Xi~ speclt.1... or maleDals '"'I . oor
~v.ill1llal"""~norll1eproOO:l.
SpeciXaful5ll!ElSi<uJj'I.""""""""",,
""""mo;('e<e<1 """",,,'II S\!lO""'"
cu.rpiWedCf.l>lroric",silnI,
Date Received:
Planner:
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Stradex@ 500
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R2 Renector
C.IaIog'STR5-R2.xx.fl175
Report'9559A2S
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. Maximum candela of
851gat 75~ rrom vertical.
. IES classlflcatlon.
Type II Semi Cutoff.
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R2 Renector (Dark Sky)
C'I'~g' STRS.RZ.xx,Hl1S,xx'JOOC.DS
Report' 9559A2D
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. Maximum candela of
8029 at ns from vertical.
0' IE~,crassificatton,
Type Hull Cutoff.
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R3 Renector
Calalog' STR5,R3.xx.fl115
Report, 9559MS
I
. Maximum candela of
8474 at 750 from vertical.
. rES classification.
Type III SemI Cutoff.
I
I
R3 Renector (Dark Sky)
Cala~g' S1R5,R~xx,H1lS,xx.=DS
Report' 9559MD
I
. MaxImum candela of
8180 at 72.50 from Vertical.
. IES classJrfcatJon,
Type III Full Cutoff.
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"" -
""-
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un
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I HID lamp Prorate Table
I Hiph Pressure Sodium
I Wa\talle F.<lOI' 1ni9di.un'oll>
50 0,26 3700
70 0.41 5600
100 0.63 8600
150 1,04 14500
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'5'7//
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longitudinal Distance in Unfts of Mounting Height
,"
"
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EI ~
~,~~
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5 ( J l I 0 I 2. 1
longitudInal DIstance In Units of MounUng Heighl
"
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<l ,"~~, ~
--0.-
-::::........ -..
.........&Y1Y----I.
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longl~dlnaj DIstance In Units of Mountlng Helghl
w
M
w
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go,
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~,
..
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"
IruU~i.un'olI>
3400
6000
7800
12500
14000
I Corwersion Chart,
ValJeo",,,,,..lf,,,,,,,Onghelgl!t
MounlIngIle!g/ll II.ulJp~
10' 1,96
'2' 1.J6
14' 1.00
16' 0.11
IS' 0.60
20' OA9
(ED.17 Coaled, Bas..Down Lamp)
Melal Halide
W.~ FaolOr
50 0.24
70 0..6
100 0.56
150 0.89
175 1.00
Dat~,Received'
Planner.
\-Z-itf-OJ
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....;,
Date Receive((
Planner:
\ l-I+-Dt
)(V
SELU)< ~x~:l-ricr
.;h~:.;i.l
I ~:{. "31'111.1' :: !~,-_->. "~"""";";--";i~~~w~''':':'':::_~::"~:I,~1!.<'''''''~'I~__~-'''__''.~'''''''''~'.........--
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Small 1 ,38"
Medium 3.38"
....~$:~
~~. ....
.A4~#
)~~~Y..
.,~ ;';;[l":'S:'
h:;~~ ~
,
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LED driVer~;
'-,.
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'-.-, -_,.l-_..,J... ..--..,..\.- ,- r,"'I,_.;".;}:,.-<,,~::I- ."....'\.
':..!:?:.' ';k'.:....l- ,,':.' ,-v. ~~. .,'" ',", ' '_ '_h'~""'_.,' .''-.' ..-..
1W high output LED, warm white
120/12 yolt, 60 wati class II power supply Included,
Compact profile, 'less than 2" in diameter,
IP65 rated. UL listed.
Ex1ruded alurninum body painted gray
UV resistant. p61ycarbonate snap on lens coyer,
Horizontal or vertical mounting positions with 1800
axis rotation. Slide mounting bracket for adjustable
spacing, Multiple fix1ures mount end to end with
.zero clearance. Ayailable in 1', 2', 3' and 4' lengths.
Symmetrical' asymmetric light distribution,
. .
Rep'laceable lED board
II
@O
Large 5.38"
Light source High Power 1 W LED
ML6 Series
..
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, '[
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..
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"
G: O;rMnslons
ABC D
1.3S". 1:5~' _ ~.~'_ ~~~(r
336" .14.50'
S.3B' 36.SO"
- --- 48"sa:
:>---....-.-.
'1"0"";
'''tr.'....
t~f,~(,.;
Date Received:
Planner:
(1-[ Lf--{) 7
;rz-
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(n=:! t!dl [g) ~ @i lb)
An__
4750 SERIES
KNUCK~E END TO END MOUNTING
T5-T5HO LINEAR FLUORESCENT
I
I
DESCRIPTION:
Tho Hydrel4750Seriesof linoarFluorescont,Ughtlng fixtures bring
the high pertormance oftha T5 & T5 HO lamp to the outdoors. Willi
the 4750 Series petent pending Polar Peck'" cold weather option,
full light output is nowa reality to O. FHa.C), The T5 & T5 HO I.mp
performance. the high 'olitput, symmetrical and asymmetrical
d i51ri butio [l5, ~ nd th B slmpl8 Jines make thIs 4750 Sarios filrtureld eal
for-spreading soft, 9ven IJ Itlmln alia n along walls, sig ns, and pi anters.
Th. 4750 Series Linear Fluerescent TSoffers single and multlplelem p
configurations. Five unique Ugl1ting distributions are offered wilh 8
varioty of lamp wattages,and sizes.
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SPECIFICATIONS:
MATERIAL: Ex~uded 5063-T4 eiul1linumwith die castA360 alumi-
num 6'nd caps. AU fasteners are stainless stael.
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LAMP: Fluorescen~ single er multiple TS & T5 HO to 54 Wett per
lamp {maximumt tamp Included unls!! l/LP is spec/fiod.
SOCKET: 65 Miniature Bi-Pin,
VOLTAGE: Multi-Volt!120Y -277V 50180 Hzl/347.
DISTRIBUTIONS: WWD, Wall Wash ,
NFL ' Nerrow Flood
MFL ' Medium flood
VFL, Verticel Flood
WFL ' Wide Flood
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LENS: Curvod high slrength optical grade clear acrylic
MOUNTING: Knuckle Endto End {ETEI Mountedwithtwo (2) 1/2."
NPT side. mounting arms.
ACCeSSORIES: External glare controlavallabla,
OPTIONS, Tamper-proof,hardware and Polar PackT. cold
we.ather options available.
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BALLAST: Integral Electronic mulli'volt, O.F('IS.CI minimum
starting temperature. Optlanill:~2.0"F (~29"C) mini!'lllm starting t8m~
perature for 54T!iHO lamps and selGct distributions.
FINISH: SOB ordering guide for color options.
I
LISTING: U.L, CUL
I
NOTE: HVOREL RESERVES THE RIGHTTO MOGlfY SPECIFlCATIONWITHOur
NOTICE. Anydimens/o(] on this sheot is to bealisumed as a reference
dImension: ~U$ed for Information purposos: only. It doos not govern
manufacturil\g or Inspac1ion requirements: (ANSI VI4.5.1913)
I
t;,;\ Hvdrells an ISO 9001
~ CertifledManufllcturer
<<:12007 Acu1tyBrends Ughtlng,lnc.
Revised 1'1./03/07
4760J<M.-ETEJIEV4
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I
'TYPE
SA
_.
PART NUMBER
4752 1 UNI
M(;d;) lamp Typa VoftP911
RUM: ACCIJS$orllls
Medium
Oisttihutlon
Dotions
SA
....
IJoa NAME
l TO Gat~wa~
End to Eft
MOUfltil1g
T5
lema
MountingO~tions
~
Finish listiritl
47/16" 2 5116"0
(1 ~o/ (59) .
~ (1t~)
~- '~
WMP sold separatelv.
41i2 rS:~;I====!.i
4153 Vf~__~l.t-- - p,'
,10'1lo) ,
,. "a
WMP EAS_
$old separate.ly.
~
u,str
"" '{
41W ~'I~
,
APPROYALS
--"'...-----
~
~lOOSERIES UNEMFL1JO~8CfNT
4
'"
O:<::l:'J
"
"t"'.
l,59!:}
J/:,-- --=~.:::.,g,
-"~
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'911,"
l'~;'."
'''1;
121l81BradleyAve
S'y1mar,CA91342
PhoIl1l:1!18.36H455
FalCl!I9.$2-&548
ww..y,hydultconi
Date Received:-
Planner:
17...-[+D7
~
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(1fjJl\Pl9l~@l [b)
TO ORDER RUNS/END TO END CONFIGURATION
EXAMPI.E.IlJ;.. To order two. runs of four fixtures (8 fixlures 101al):
OTV
I
PART NO,
4152 2415HO
MVOlT
Mf!,
KM.
WMP,
ETE4' In
Bl
-seonulB below
Will consist of:
OTV PART Nn
8 4752 24T5HO MVOlT MFl KM ETE lPI Bl
4 KA4750 8L (Knllcklellssemblles}
6 ECK4150 8l {Endto End Connoctor Kit)
10 WMP 128 8l (Wall Mount Platol
It wculd look like this: (two runs)
'r. ~Jt
WMP
KA4760
/~n;; Assembly}
4752
WMP_12B
(Wall Mount plate)
~,
KA4750
~
~-----~, .~A-r-
~
---dt
~-
fXAMPlE # 2: To order ll.!!!! run ohm fixlures (6 fixtures lolal):
I QTV~ PART NO,
4754 ys4T5HQ . 'MW!.I Wfl. KM
ETE6* . In
WME
EAS36
DDB
'Note: ETE quantity multiplied by number of runs must equal total quantity of fixtures
ETE Quantity I X I Numbar of Runs I =
Will consist of:
ll.TV PART Nn
6 4154 2154T5HO
2 KM4750 DOB
5 ECK4750 OOB
7 WMP EIIS36 DOB
QUANTITY
MVOlT. WFl KM ETE lPI DaB
(Knuckle Mountl
(End to End Connector Kit)
(Wall Mount Plat. with Extanded Arm Strtit36")
WMP EAS36
~ ~:_~ -
~ ECK4750
It would look lik. this: {on. run} '. ' 1
L ~C~ L-...
~
KM4750
KM4750
fJ;\. Hvdra! 1$81\/809001
W' Cortlffod Manufacturer
C2007 Acuity Brands lIghlinQ, Inc.
Revised 12103/O1
4750_.KM_ETE-.REW.
mSIBrlldl8j'AIJ&.
. Sylinar,CA.'l\'34t
Phone: 818.3/iH465
Fax:818.JM.6S4B
www.hrdrel.com
Date Received'
Planner:
12:-1 tf-07
AL-
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I
(C=Ul!jlIQ)~~{b)
""",.,. -~..oqr
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4750 KM ETE ORDERING INFORMATION
60 Hz A~pllc.lIon
Example shown Is Hvdral recommended for faster service. *Indlcates requIred selectton.
PART NO.
I
!ill
o 1m 15 Miniature BI-Pln
D 2/1415' Two (21 15 Miniature al.Pin
o 'zmHO T5HighOutput
Miniaturo BI-Piil
02lZmHO' Two(~15HO
Miniature Bi.Pin
Nolos:
I AvallabJa with WFl Distribution only.
, MVOlT Multi-Volt ballast fange: t20V.271V. 501S0 Hz.
J WFL DIstribution only available wllh mtrltipla lamp options as specified with nota L
. 'EA Extonded Arm Accessory available for WMP and WMSA mounting only.
~ OnlY avallllbta wflh NFL Blld MFl distrIbutions.
I Accessory Is mlJtually exclusive. choose one onlV.
lOne mOllnting provided fOI 88ch end and connet:.tion,
I Only available with WWD and WFL dlitribuUons.
t Only available-with 54T5HO lamD$.
I
475~..._
I
EXAMPLE:
4754
I
Model-
04152
04153
04154
04156
04158
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ill:!
o 21TS
o 2IZtT5'
o 3915HO
[J 7/3915HO'
I
ml
o 1m
o 2128T5'
o 54\"5HO
o 2I5415HO'
I
illIi
o
I
o
o 2/39T5HO
o 4I39TSHO'
I
ill:!
o 2IZ8T5
C 4/2815'
o 1I54T5HO
D4I54T5HO'
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UNI
54T5HO
MVOLT
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I VOltag.-'
o MVOLT'
0347
Lamp Type-
T5 Miniature Si-Pin
Two (2) 15 Miniature al.Pin
15, High Output
MinlalureBi-pin
Two 121 15. High Outpu,
Miniature BJ'p~n
T5M[nlll.turo BI.Pin
Two (21 15 Miniature Bi.PIn
15. High Output
MinlaturoBI.prn
Two f2J 15, High Output,
MiniatureBI-pin
2IZ1TS
Two IZI 1-5 High Output
MlnlBture BI-Piil
Fourf4) T-5 High Output
Miniaturo Bi'Pln
Two (II T-5. High Oulput
MinlaturoBi.pln
Four {41 Hi, High Output.
MinlatufoBI.pin
Two t21 T5 Miniatufe SI.Pin
Four [41 15 MlnlalUre BHin
Two (211O. High Output.
Miniature BI-pin
Four 14) TS.High Output,
Mintaturo SI-pln
4/2115'
C2007 AcuIty Branda Ughllng.lnc.
R6vlssd 12103/01
4750_KM...m_REV4
I
I
Medium
~
MFL
I
i I Mounting"
[J KM KnuGkla
Maunt
KM
T
WMP
FSS
ETE2
I
I Run.-
O"LII,IZI
spaclfy number of
fixtwes per run.
TPH
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OTPH
Options
Temper Proof
Iiardwere
OPLPKX Polar Pack""
Cold Weather
Start Option.
IZOV
OPLPKl Polar PeckTM
Cold Weather
Start Option
. 20B,271Y
DPlPKY Polar Pac~lM
Cold Woather
Start Option
347Y
OCW2~ Cold Woather
Ballast. .WaF
1.29GC) startinll
temp.IRecom-
monded with
PLPK option}
Distribution.
o WWD 'Wall Wash
o VFL Vertical Aood
tl NFL NarrowFlood
CI MFL Medium Flood
[J WW Wide Flood
I Accessories I
bIw1JII
C, FSS~ Flush
Source
Shiold
CFVSR' Full Visor
tlHVSRI 'Hafr VIS'or
lnlo!aII
C IOF Inl810al
DiffusIon
Aim
Mounting Option.'
Lamp.
[] ARJB Arch, J-Box
tJ JBA Aluml!1um J.Box
D JBB Bronze J.Box
o WMC Wall Mount Covar
o WMP Wall Mount Plate
o WMSA Wall Mount w1lh Splice Accsss
[J FJ8 Rush J.Box
o PSSA Pedestal Starwhion Mount
LlSMSA_ 12". 48" StenellloAM&. available in 60 Increments
D SBL iT or 18- St8ito MountodJ.Box.A1uminum
C 588_ 11' or 18" Stako Mounted J.Bo)(, Bronze
C PSS_ IB", 24' or 36" Polymer Seafad Gro'und Splko
WMSAlllVMP ACIlBssorIBs'
C EA_ Extomtad Arm Specify langth IT, 24., 36.
D EA45_ 45"Extanded Arm Specify langth 12",24.,36-
[J EA90_ 9O"Extflodod Arm Speclry length 12".24-,36.
(J EAS_ Extonded Arm Strut, Specify length 12".24",36"
D EAS45_ Extonded Arm Strtrt, Specify length 12", 24", 3tj"
D EAS90_ Extended Arm Strut, Specify length 12',24",36.
Segmantsshlpped separatelv
[lLPI
OLP35K
DlP41K
T5
LPI
ONAT
iooOK lamp
Includod
3500K lamp
lncludod
4100Klamp
Ineludod
Finlsh*
0 BL Black
0 BZ BroAze
o OOB Oarlc
Bronze
ODNA Natural
AllJm.
0 ON Oreen
0 OR Gray
DSND Send
o STO Steal
Grey
o TVO Terre
Verda
Graen
OWH White
0 CP Custom
Ftllish
14;\ Hvdrolls an ISO 9001
'4:':.J CenlfledManufaclurer
12891 BflldflVAve.
Sylmar,CA913f2
Phonll:818-3&NI465
Fax:BI8-3&2-654a
www,hvdrel..c:om
. \'2-~\4-01
Date Recelved:_
Planner: /IV
I
I ((g]l'i;!l[g)~~l\:,)
- ,... ,~..!
4750 KM ETE ORDERING INFORMATION
50 Hz Ap'pllcBtion
Example shown Is Hydrel recommended for faster service. *Indicates required selection.
I PART NO.
4752 UNI Medium End I'd
EXAMPLE:
4754 5415HO
-----r
I Model'l
04152
o 4153
04154
04156
04158
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lli2
o 14T5
o 111415'
o 2415HO
o 2J2ATSHD'
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I
IDa
o 2115
o ZJ2tTfiI
o 3915HO
o ~S15HO'
!Z>!
o 2815
o 2I28T5'
o 5415HO
o 2JS4T5HOl
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I
lliIi
o
I
o
o 2I39T5HO
o 4I391'5HO'
I
lli!!
o 2128T5
o lI28T5'
o 1I54T5HO
o 4J54T5HDI
I
MVOlT
I
IVoltage"
(] MVOLTI
Lamp TVpo.
212tl5
T5 Miniature Bi-Pin
Two 12115 Mirliaturo SI.Pln
T5 High OutpUt
MmlBture BI.Pin
TIVo 12)15 HO
Miniature BI'Pln
15 Minlaturo Si.Pin
Two (2) T5 Miniilttiro SI.Pln
16. High Output
Mlnfaluro Bi-pin
Two (2) T5, High Output.
MiniawreBI.pln
T5MiniatureBl.Pln
Two 121 T5 Minlafure SHin
T5, Hish Output
MlniatureBI-pln
Two 121 T5. High OUlpu'.
Mln/atureSl-pin
Two (2) 1.5 HighOulput
Minlatura SI.Pin
Four(41 T.5High Output
Miniature SI-Pin
TIVO 121 T-5. High Output
MiniaturB Si-pln
Four 141 T.S, High OutptJI,
Miniature BI.pln
TWtI (2) 15 Miniature ai.Pin
Four 14) TS Mlnlature Bi.Pin
Two (2J IS, Hlgl1 OUlput..
Miniature BI.pln
Four (41 T5. High Output.
MlniatureBI.pin
MFL
I
DistributIon"
D WWD Wall Wash
o VfL Vonicer Rood
o NFL Narrow Aood
o MfL Medium Flood
[J WFL1 Wide Rood
KM
WMSP
ETE2
I
I Runs"
OFrE_12.12)
spaclfynumbero'
fixtures per run.
Mounting-
tl KM Knuckle
Mount
FSS
I
I Accessories
fl<l1wl
[] FSS' Flush
Source
Shl,ld
DFVSR' Foil Visor
CHVSR' Half Visor
1nliuIJIJ
[J IDF Intarnal
Diffusion
Aim
412t15'
PlPK
I Options I
[] lPn Tamper Proof
Hardware
CPLPKZ Porar Packw
ColdWoathW'
Start Option
2OS.2IIV
DCW21}U Cold Waathar
B.U.s!, '2O"F
(.29.C) starting
temp, (Recom.
mondod with
PlPK cptionl
MountlngOptlons
o ARJB Arch. J-Box
[] JBA Aluminum J.Box
C JaB Bronze J-Box
[J WMSA Well Mount with Splice Access
o WMC Wall Mount Cover
o WMP Wall Mount Pl6le
D FJB Aush J.Box
D PSSA Pedostal Stanchion Mount
OSMSA...... 12". 48' Stanchion Mt, available in 6" Increments
[J SaA-. 12' or 18"' Stake MoUnted J.BoX', Aluminum
Cl 889_ 12' or IS- StBko MounllJd J-Box. Bronze
C PSS_ 18',24' or 3G" Polymer Sealed Ground Spike
WMSAIWMP ACCOUDffos'
o EA..... Exhmded Arm Spoclfy ~angth 12",24",36.
[] EA45_ 45DExtended Arm Specify longth 12".24-,36.
o EA9O_ 9O'"Extonded Arm Specify length 12",24-,36"
o EAS_ ExtendooArm S!rut. Specify langth 12',24",36"
o EAS45_ Extended Arm Strut, Specify lengfh 12",24",35"
C EAS9D_ Extended Arm Strut, Specify 10nlll11 12', 24....:36.
T5
~
lPI
ONAT
I
Ffnfsh.
lEe
o BL
o BZ
o OOB
Black
Brollle
Dark
Bronze
Natural
Alum.
Green
Gray
Sand
Steel
Gray
Terra
Verde
Groltn
White
Custom
Finish
DONA
o ON
o DR
OSND
o sm
o TVO
o WH
o CF
Lamp"
CJ LPI 3000K lamp Includad
[J lP3SK 3SOOK lamp Included
o LP41K 41DOK lamp Included
Segments shipped seperately
Note':
I Availabla with WFlOistrlbution only.
t MVOLT MuiUNolt ballasl range: 120V-217V, 50180 Hz.
) WFl Distribution only 8'1allable with multlplo lamp opllons 811 spaclflod with note I.
I EA Extondod Arm Accossory aliallablo for WMP and WMSA mOUJlting only.
, Only availabla with NFL and MfL distributions,
I Accessory Is mUlually exclusive, choose one only.
t DnB mounting providod 'or each end ond llonnoction.
, Only &valloblo with WWD alid WFL dislributlons.
. Only evailable with 54T5HO lamps,
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I
I
Cl2007 Acuity Brands lIghttng, Inc,
Ravisud 12103107
4760..KM_ETE..AEV4
I
I
Listing
[] lEe fnlarnatlona(
Electra;
technical
Commission
t;\ Hydrat Is an ISO 9001
W Celtif/9tIManufacturer
12881 BadfoyAva,
Svfm.r,CA913U
Phont;818-38'NUS5
fak;BIB,362<6S48
www.hydrel.tom
Date Received:
Planner:
\7.: \4--01
J1v
I
I
SA
At... TUNA-it:
I
~"....'",,':,.
, .
.
Specialized Lighting Solutions) Inc.
LINDA TRANSPARENT DIRECT-lNDlRECT DlSTRwu uON
I
bIMA. TRANSPARENT: For use In car-parks or low environments where Indirect
direct lighting Is required to supply uniform illumination,
ceiling and diffused
I
MECHANICAL CHARACTI!R.iST~:
. Transparent housing In self"extlngulshlng Injection molded UV
stabilized V2 Polycarbonate.
. Gasket :Molded one pIece Injected long life sealing foam gasket
provides.
. IPG5 watertight seal.
. Diffuser~ Transparent Self"extlngulshlng InJectlon molded V2
polycarbonate, UV stabilized, with smooth' external surface and
differentIated prismatic Internal surface.
. Gear~trilY reflector unit: reduced width for a greater Indirect
distribution, In hot velvaolzed steel, pained In white polyester,
fixed to the housing by means of-snap.lock. devices In steel.
Hinged opening for sfmpJemalntenence and Inlrtallatlon.
. Snug fit snap.lock clips, In staInless steel, (or diffuser's
mounting, vandal~proof opening.
I
1. E>80r,
2x E> 70v.
I
I
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I
Installatlonl
Linda offers qufck and safe Installation wlth various types of lIldngs.. The luri'lfnarfesare supplied wIth two types ofmountfng devices:
..'
.-, Ceiling:
PrOVlclcd with PaIr or metal brackets sup.
plied for quIck Installation.
~I
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. ASV
Reflector to reduce light trespass and to provide
Improved asvmmetrlcalllght distribution
32W 1'8. 54, 28W T5
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ORnt;tmm DI'T~ (DESCRIPTION)
3P LINDA TRANSPARENT lx32 TS
3F LINDA TRANSPARENT 2x32 T8
ORDERING NUMBER
OPTIONS
SLS-LTR-:lxJ2W-T8-xx
SLS-LTR-2x32W-TS-xx
ASV-Asymmelrlc Reflector
I
www.slsnw.com
640 NW Silverado Drive, Beaverton OR 97006 Tel: 503.530-8908 FaK' 503-531-0711
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Date Received'
Planner:
\ 1..-\ 4: -01
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JRH LAND USE DIVISION
\\ \\\\.irh\\'cn.coJ1l
EUGENE
,no5 "illage Plaza Loop. Suite 201
Eugene. Oregon 97-101
5-11-687-1081
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L'l'U Gateway Mall
Bus/EMX Stops
Drainage Study
Springfield, Oregon
Engineer of Record:
Monica B. Anderson, P.E.
Project Manager:
Tina Guard, P.E.
Designer:
Ryan Nossaman
December 13, 2007
BHE Project No. 2100-025-07
BALZHISER & HUBBARD ENGINEERS
Mechanical. Electrical. Civil. Surveying Date Received'
tJlSnntn;
100 West 13th Avenue, Eugene, Oregon 97401
Phone: (541) 686-8478. Fax: (541) 345-5303
www.bhengineers.com
12.-I:3-D7
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L TO Gateway Station
Storm Drain Study
.October 8, 2007
TABLE OF CONTENTS
INTRODUCTION ...... .............. ..... ... .... .... ........... .... ...... .... ... ... ..... ..... ... ...... ... ... ....: ........ ... .... ............ 1
SITE STORM DRAIN CALCULATIONS SUMMARy.........................,....................................... 1
OVERFLOW IMPACTS OF THE 25-YEAR DESIGN STORM ...................................................... 2
WATER QUALITY SUMMARY ..............................:........................................................................2
Appendix A: Stormwater Management Syste'm Scope of Work
Appendix B: Pre- and Post-Development Drainage Basin Map and Area Calculations
Appendix C: Flow Calculations and Catch Basin Detail .
Appendix 0: Wellhead Protection Area Map
Appendix E: Lane County Tax Assessor's Map
Appendix F: Flood Plain Data
Appendix G: Soil Properties Data
Appendix H: National Wetlands Inventory Map
Date Received' 1'2.-\ 3 -D7
Planner: J\l--
~ BALZHISER & HUBRARD ~NGINEERS---
~~
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L TO Gateway Station
Storm Drain Study
October 8, 2007
INTRODUCTION
The purpose of this study is to meet the City of Springfield's requirements for a Stormwater
Management System Study for Site Plan Review submittal. As per City staff direction, this is a Small
Site study and, therefore, includes an analysis of the pre- and post-development flows for the water
quality (WQ), 2- and 5-year design storms. .
The proposed development is located on Tax Lots 2200 and 2300 of Lane County Tax Assessor's
Map 17-03-22 (Appendix E). The disturbed area is approximately 0.95 acres in size. Existing site
stormwater runoff from within the private mall property is collected in catch basins and ultimately
conveyed to the piped public system. New site improvements will not alter current drainage patterns
and will result in a net impervious area reduction.
This project involves the construction of bus shelters adjacent to the west side of Gateway Street, a
covered pedestrian walkway from the new station to the mall, construction of the west fourth leg of
the intersection of Gateway and Oakdale Streets, and the removal of the existing transit stop near
Target. Minor incidental modifications to various parking and landscape areas within the mall
parking lot area are. also proposed.
City of Springfield Water Quality Design Standards require 50% of non-building rooftop (NBR)
impervious area be treated by vegetative methods. The remaining 50% of NBR impervious area
must undergo treatment, as well, but vegetative or mechanical methods may be used.
During the Development Issues Meeting (DIM), City staff indicated vegetated stormwatertreatment
would not be required forthe proposed development because impervious area will be replaced by
impervious area, with a resulting decrease in net impervious area. Runoff from the bus station
shelters will be piped directly to adjacent landscape areas and allowed to flow overland into the area
drains within landscape areas. Runoff from the covered walkway will be piped through adjacent curb
weepholesto existing pavement and, ultimately, to the public storm drain system via existing private
catch basins within the mall parking lot.
Flood Insurance Rate Map No. 41039C1.133F indicates the subject property is located in Zone X;
areas determined to be outside the 500-year flood plain (Appendix F). The National Wetlands
Inventory Map does not indicate wetlands on the project site (Appendix H). The City of Springfield
Wellhead Protection Area Map indicates the site is located within the 10-20 year time of travel zone
and, therefore, located within the Drinking' Water Protection Overlay District (Appendix D). The Soil
Survey for Lane County indicates soil permeability for the site is moderate, runoff rates are slow and
water erosion hazard is slight. Streams and waterways are not conveyed through the site.
SITE STORM DRAIN CALCULATIONS SUMMARY
. Due to the small project size and existing drainage basins will essentially be unaltered by the
proposed development, a simple flow comparison was made between existing impervious'
and pervious areas and post-development impervious and pervious areas using the Rational
Method (Appendix C).
. In accordance with Springfield Code, new on-site private pipe sizing is based on a 2-year
event with a 10-minute time of concentration, using the Rational Method (Appendix C).
Date Recelved:.-l..7 - -t '7,-07
Planner: /IL-
~ BALZHI5~-~ & HUBRARD ENGINEERS
~~
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L TO Gateway Station
Storm Drain Study
October 8, 2007
. . As the various minor curb, pavement and landscape repair and replacement areas
throughout portions of the mall parking lot are considered incidental to this project, only the
major impact area was considered in the analysis, which includes the proposed new bus
station and covered walkway areas (Appendix B).
. Analysis shows both the pre- and post-development 2-year storm events result in peak flows
of 0.7 cubic feet per second (cfs).
. Analysis shows both the pre- and post-development 5-year storm events result in peak flows
of 1.1 cfs.
. The post-development site runoff condition does not exceed the pre-development site runoff
condition.
OVERFLOW IMPACTS OF THE 25-YEAR DESIGN STORM
During a 25-year storm, site drainage is anticipated to exceed the capacity of. the existing storm
drain system. Temporary, short-term ponding within pavement areas is expected to occur.
WATER QUALITY SUMMARY
. New on-site private vehicular pavement areas, adjacent to the new bus station, will drain to a
double chamber catch basin with oil/water separation and filtration system (Appendix C).
. Mechanical and electrical equipment will not be installed on walkway or bus station covers,
or within bus station areas, and as a result, secondary containment for hazardous materials
is not necessary.
. Per the City of Springfield Engineering Design Standards and Procedures Manual, a water
quality intensity of 0.25 inches per hour was used for water quality calculations (Appendix C).
. Analysis indicates the post-development water quality event results in a peak flow of 0.13
cfs. .
Date Received' [2.-\ '2,)"01
Planner. l\L
P:\2100-025-07\SO Studylrep RNN 091907 so Study.doc
~A B:ZHISER & -HUBBARD ENGINEEr,S
5~
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BALZHISER
: & HUBBARD
ENGINEERS
. 'Z-f'3-07
Date Received: .
Planner: ;tl.-
ApPENDIX A: STORM WA TER MANAGEMENT
SYSTEM SCOPE OF WORK
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PUBLIC WORKS DEPARTMENT / Engineering Division
Phone: (541) 726.3753 Fax: (541) 736-1021
STORMW A TER MANAGEMENT SYSTEM SCOPE-OF WORK
..-------- (Area belOl!.' thi.. Unefilled out by Applic4m) ___._n';.__.._~___._____
(please "",," to Matt Stouder@ CiIy ofS)mngfidd Public Works Engi"eering; FoX # 736.1021, Phon, # 736.1035),
email:mstoUder(ii),ct. springfield. or. us
Project Name: \-1'0 G.krf.vJ/o'-I """'-^'T,.oN
Assessors Parcel I-'le)>" 7_
Land Use(s): ItH <;. Sr-r/h'J ~~
Project Size (Acres): I '),?o..
Approx, Impervious Area: I '5'.A<--
Applicant:
Date:
Phone #:
I Fax #:
Email:
~:z."15t.tt. ~ ~lAlO~J'ot.D &-ll..'NUIlS
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Project Description (Include a copy of Assessor's map):
D--..\\.;1. .......,..,"; ':>--<.1 's-l-,...l--,o~ ,,~J. f......~'~ <V~. I ~~
Nt."'" b-.cS ~\-4",...... ""l..' ...oj,. Sid.t:. ",&-. G,~"'1 ""he..""\', ~...,~o:.d-r~t7"--1
'...,.,."" ""-c.-W ~." ~ "'....l!N....... Lo..v. <-x',~ .~Il \,,\~ "'+ ......__~ Ie.j .J- 0~d.,.J,<.( "'~""1
f~~cJ-,o~. ~.....,\.-...l.\'.>", f'-~"'j ....~..t. 6.~J.~,,~ ~r~~,' .
I Drainage Proposal (p;bhc co';;;cction(s), discbarge location(s), etc. Attach additional sheet(s) ifnecessary:
OtY>,-."'''J<''JJM+u...,,; ./., ........." ..1'\";"",,,.,&, ~~~ (~_bJ,'(.. '.~f'" ,...tJ ...nlt b... r.e-,.x.J, ~~J
N.l. o~/,t'..,o\.-.J! "",t-i-. "~,,, I~"/;~ ~ !:.r3,-., o~ -r,-'fe.J-'W,,"'7=- _, II b", <<~..J ,....
1....J)l'<"1'- ...1'4...,. .(I'....~., 'i"J f"~ ,..,i. ~ <1'<;';"" f(j~~ (J.,.... d/W" rl1"'''')~ ... A.e.-,./y,
, ~ -J~ ..... ,1,-J ~:J:O 71(,,- "-~ "'.l~I<-"''"'1 clr,""~~ ""-,,II f>-h,.".d(''re~ :U-~.-:;'- ....<-<.f'
~.o ".~\._ "')::=-"~l. ""J~,.,...~:l- <0 Jk. ......JIt""j MJ ....rl-:,"'.:.~!".<-Ll-o "'..0......- ~J. ~
ProoosedStormwaterRestManapementPractices1 Nfir ''''''/GF~.D''''S ".,~.~ """"-- (::t Gf--~'~. 1"
feJ"c:..t,\ t,; t-.J!I.t+ u-. ()e.J"'~r'-..-.d- Is'b....'ic..$ ,.t4~~ s-j.-..,.,..... -..~ r...~.~ f-r"~ ~V~6-e ,
""<>-II "",p..\I~....,,",\ ,_pro...........uJQ .....:Cl nolo- .~....)~ ~-..A-- f....~..t-<t ~._ (r,JA-k- f ,..I...
(/<'l.....J.<.-*- "'----., t.""'-,.........~ ""'~ '1"-"" <;~~,.... .......r"""'-,..h ~\'L\ .v~" \-<0 4',,1.,1... ~ c..~
~"_!.l.Ar, .........n.t~ .........:':'" ~'::4':,,: ;,:y,::.~~- t.,.J............. ,""ell "'<'1~"'~ ~4~4- ,..., ,.."l":....,~,
------~----~ tAnto h,dLJ'U! rIlls Ii,fle trued Oil! bl' th~ ('111) and Rf!tlJ.nu:d rtI rhe! AppHcan./J _
(A.t a miniml1m, all boxes chuk(!d by the City on the /ront and back of rhis sheer shall be submitl!'.d
(or an CIDT?licqlian to be complete for submittal, althOUf!h other requirements mav be necessary,)
Drainll.l'e Study TVDe mDSPM Section 4.03,2): (Note. UH may be suhstituted for Rational Method)
~ Small Site Study - ("-'0 R.tional Mothod for c,ueul.tions)
o Mid-Level Development Study'- (use Unit Hydrogrtlph Method for ealeulatiorn)
o Full Drainage Development Study - (US" Unit Hydrogrllph Mernod for clllew.lions)
Environmental Considerations:
jj! Wellhead Zone: 10 - 20 '4.v ""1>__.. J'1;'..,....c..1 2~""... Ilf! Hillside Development: "J I A
~ WetlandfRjparian; N/A i!iIIi FloodwaylFloodplain: N{A
~ Soil Type: .",.iV\""h.bo...,.twb.... ~ [o....o/~ ~ Other Jimsdictions -#/A
Downstream Analvsis':\B. 5<>l.~ '\t'l).l<,\\'1 >11+ lo"'~
iIi N/A
o Flow line for starting water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
Rerum to Mart Srouder @ City of Springfieid, emai/: mstouder!1JJcl.sorinafieid.or.us, FAX: (541) 736-1021
'"
Date Received'
Planner:
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vO, ....., I..VU/ vu."'" rl\A 0)"1. I.JO .lU;!l
CiTY OF SPRINGFIELD PW
I4J 003
COMPLETE STUDY ITEMS
I ForOffioi.oIU.eOnI~C
* Based upon the in/onnalion provided on the from of this '!tl~el. the follOM'ing rr:prl]j't:nls Q minimum of whL1.( i~ nu.dedfor an
application Lo be complele for submittaJ with respect to drainage,' however, rhis list shou.ld nol be used in lieu of the ~pringfield
Dftl'dopmf:'nl COOt! (SDC) or the City's Engineer-in/! Design Manual. Complianc~ with the.Je requirement.~ does nor constib.ite site
appruvol; Additional site sped fie in/annat/on may be requi1"ed. Note: Upon scopine she~t submittal, ensure completedfarm has been
sfgrwd in the space provided belOw:
Interim Design Standarcl,IWatcr Quality (EDSPM Ch"ptcr 3)
. Req 'd NIA
~ 0 AU non-building rooftop (NBR) impervious ,un.ecs shall be pre-treated (e.g. multi-ehamhered calcbbasin wloil filtr,tion
. media) for stormwatcr quulity, M'::~::':.L:.'wh.., _ _:,...:~ _... .U .:)00)0 01 aLe l'IItH:<' bllVl;1 viJ~ ,)'.....;.,...,.". ~u..:.; ..'-<:i,.......;. ~J"
....u....e""..............:.....ll;...:.V..:...:- .
Ii!I Where required, vegetative stormwaler design shall be cunsisTenl with in\crim design standards (EDSPM Section 3.02). sel
. forth by the Bureau of Environmental Services (BES) or Clelln Waler Services (CWS).
.Ii Fi?r new NBR impervious area less than 15.000 square feet, a simp1itled design approach may be followed as specified by
thc BES for vegcl.abvc treatment.
II If a stonnwater trea~ent swale is proposed, submit calculations/specifications for sizing, velocity. now, side slopes, bottom
slope, and seed mix c.:onsistent with either BES or CWS requirements.
o WDter QUlIlity Clllcul.tions as required in Section 3.03.1 of the E])SPM
o All building rooftop motlItred equipment, or other fluid containing equipment located oUL<ide of the building, sball
be provided with secondary containment or weather resistant enclosure.
Genel'3l Study Reqnirement' (EDSPM Section 4.03)
iii 0 Drninage study prepared by . Professional Civil Engineer licensed in the staie of Oregon.
o iii A complete drainage study, as reqUired in EDSPM Section 4.03.1, including a hydrological study map.
. 0 Calculations showing system capacity for a 2-year ~t.Orm event and overllow effects of a 25-year stonn event.
o _ The time or concentration (Ie) shall be determined using n 10 mirrute start time for developed ba.o::ins,
o
o
o
IIJ
.
Review ofllow.,tream SY'll:m (EDSPM Section 4.03.4.C)
o . A downstream draina.ge analysis as described in EDSPM Section 4.03.4.C, On-site draina..gc shall be govemed by the
Oregon Plumbing Specialty Code (OPSe).
o III Elevations of the HGL and flow lines for both city and private syst.erns where applicable.
I Design of Storm Sy,tem. (EDSPM Section 4.(4)
- ~vJ II DFlow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
",j ~iM . fill Minimum pipe cover ,ball be 18 inches for reinforced pip. and 36 incbes for plain cOnerele and plastic pipe materials, or
I ~~J.<. ~ proper engineering calculations ,hall be provided wben less. The cover sball bc sufficient to support. lln 80,000 Ib load
v.r:ithout failure of the pipe structure.
o i!!j Manning's "n" values for pipe, ,hnl1 be 'consistent with Table 4-1 of the EDSP. All storm pipe, shall be designed to
achieve a minimutn velocity of three (3) feet per second at 0.5 pipe full based on Table 4-) a..o:: well.
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OtherlMi~c
II 0 Existi..~.and proposed conlouts, located at one foot int.r;rval, Inclvdt: spot elevations and site grades shov.mg how site::
drains
Ii. 0 Private slonnwatet e:Q&mlents ::fhull b<<: clearly depicled on plans when private !1tormwatt..'T flows from one property to
aoothl;t
o M Drywells shall not receive runoff frorn any surface w/o being treated by one or more BMPs, with the exception of residential
building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this.. required by the DEQ. Refer to the websitc:
v..'WW_dea.stnte,or_LL<:.h.vu/l?'l-t)unLlwnluichlmle,hc1'O for more infOrmtltion.
lIIDetentioo ponds ,hili be designed \0 limi\-~~ff'to pre-development rates for the 2 througb 2S.year storm events
,
o
. "Tllis form shall be induJed 4f air aJ1acltment, inside ti,e front cover, of the .rtOrnf"H'aler $tM.dy
1
. IMPORTANT: ENGf,VEER PLEASE READ BELOW AN]) SIGN!
As tho engineer of record, I hereby certify the above requited items llJ'e.
complete and included with the submiUcd storrnwater study and plan set
Signature ~~(
Date 10/5/07 j
12-13-07
;'L-
Form Version 2; March 2004
Date Received:
Planner.
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BALZHISER
& HUBBARD
ENGINEERS
Date Received: 11.-13-0'7
Planner: It L--
ApPENDIX B: PRE- AND POST-DEVELOPMENT DRAINAGE BASIN
MAp AND AREA CALCULATION
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PROJECT TI TLE
LANE TRANSIT DISTRICT - GA TEW A Y STATION
DRAINAGE STUDY
o
SHEET TI TLE
EXISTING CONDITIONS PRE-DEVELOPMENT SURVEY
AND POST-DEVELOPMENT SITE PLAN
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BALZHISER
& HUBBARD
ENGINEERS
.. 12.-1 :2,-() 1
Date Received: ~ .
Planner: ;t1.--
ApPENDIX C: FLOW CALCULA nONS
AND CATCH BASIN DETAIL
IC"PWf~'iO';' _= of"" "' lill' re'polliibili', ~ = de"'- ,,"iliti~ = ~gin"""" to
I~! provide adequate protection for pubIicand private property and natural resouices: .
I Other agencies may require some fOrr:ll of drainage review and impose clrainage requirements that
I are separate from and in addition to' those of the City, The applicant shall cooidinate with these
agencies and resolve any conflictS or concerns in drainage requirements and water quality
requirements,
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.4.03,1 Drainal!e StUl:iV
All developments which will increase or IDOdif'y impervious surface shall, if Jurther study is not
required by the criteria outlined below, submit a drainage study and' plan for tlie development site
. which provides for system caoacity desim for a 2 Vldl):'.-StQnn even.!- The time ,of con"","~,,"~on
for the study shall be determined by using a I o minute start time and calculated travel times in
'---'
gutters, pipes and swales for each drainage basin on the development area The drainage design
shall be checked for overflow impacts that may occur in the 25-year storm event and shall
incIude contingency measures to protect both on-site buildings and abutting properties,
I'
AcompIete drainage study, as outlined below, shall be submitted for all deveIopments which
generate public and/or privati: storm drainage from more than one acre ofland;or generate peak
flows in excess of 0.5 cfs, Developments or redevelopments that create 5000 square feet of new
impervious swface or modif'yan eXisting drainage system with Capacity ofOScfs or'greater shall
also submit a complete drainage study, as outlined below, Note: the complete drainage study
shall be prepared by a licensed Civil Engineer in the state of Oregon. All developments
containing or adjacent to a floo~rb;~. stream, wetland, natural resource area., ~r wellhead
protection zone shall review and report their impact to those systems as part of the drainage study
required for the deveIopment. .
If required by the criteria stated above, a cOmplete drainage study shall be pr~vided for a .
development which is proposed within Springfield's pIanningjurisdiction. This study shall
include the following: .'
A.
A written narrative describing the proposed drainage system in detail, including
connections to the public system, a description' addressing water quality measures (BMPs)
proposed, as well as any necessary quantity measures which may be required for
development (i,e, - Detention pond), . .
A hydrological study map, which shall contain:
B.
1. The entire drainage basin, well defined, and.an <1!,!,W!,L~ate amount of area beyond the
. drainage basin limits; 100 foot minimum di~ce. .
2. Streets iinportant to the study, and stieet names,
3, Bow arrows in"streets and ditches. .
4, Contours or spot eIevations for verification of direction of overland .flow and pipe
cover,
,
,
Date ~eceived:
Planner:
\ 2-1:,-D 7
.7Q.......-
Section I - DESIGN STANDARDS
4-2
EDSP April, 2006
I
I
below).
2. Floodplain analysis if development impacts a floodplain.
3. Wellhead time of travel analysis as required by utility.
4. Storm evcnt as volumes outlined in Small and Mid-Level above and I OO-year flood
for areas ilHhe floodplain.
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Based on information gathered from the West Springfield Drainage Master Plan, as.well as the
Eugene Areav.iide Drainage Master Plan. the following represents the SCS Type'l A design
rainfall depths that shall be used for Unit Hydrograph calculations for the 24-hour duration, 2. 5,
10,25, and 1 OO-year storm events:
Storm Event
Rainfall
WQ Event.
2 :- Year
5 - Year
10 - Year
25 - Year
100- Ycar
0.83 Inchcs
3.3 Inchcs
3,8 Inches
4.3 Inches
4,8 Inchcs
5,2 Inchcs
I
/or rational method design, the Intensitv Duration Freouencv curve~ located in the Springfield
Dramage Master Plan(s) shall be used for deSign. An mlenslty of ';.' per hour shall be used for
the'water quality storm event (reference Chapter 3).
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4,03.4
A.
B.
Hvdranlic Calculations
The method of hydraulic calculations shall be subject to City approval.
Site development improvenient projects shall address on-site and olr-sile'drainage
concerns, both upstream and downstream of a project. including but not limited to:
I. Modifications to the existing on-site storm drainage facilities shall not restrict flows
creating backwater onto off-site property to levels greater than the existing situation
unless approved by the affected off-site propet1y owners and the City_ The affected
property owner(sj shall agree to and sign an easement identifying the'location of the
backwater storage. The easement shall be in a t'Jrm approved by the City:
2. Storm drainage facilities shall be designed and constructed to accommodate all flows
generated from upstream propel1y fi'om the most recent approved land use plan at full
development. '
3. The design of storm drainage facilities shall analyze the impact of restrictions
downstream of the project site. qownstream reslTictions that create on-site backwater
shall be removed by the developer or the on-site backwater shall be addressed in the.
design ofthc developmenl"s storm syslem. The rcmoval of downstream obstructions
shall not be allowed if this removal creales downstream cap'!city problcms.
Review of Downstream System'
I. The design cngineer for each development constructing new impervious surface of
more than 5,000 square feet shall submit documentation, for review by the City, of
the downsrream ~apacity of any existing sto'rm facilities impacted by the proposed
development. The design engineer must perform an analysis of the drainage system
downstream of the development to a point in the drainage system where the proposed
development site constitutes ten percent or less of the total'triQutary drainage volume,
but in no event less that 1/4 mile.
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tmp#17,txt
Manning Pipe Calculator
Given Input Data:
Shape '.,."""""""""..",
Solving for.... '.' c..............
Diameter ."""",.".""..""
Flowrate ",.,~...,."....,.:....
Slope ",."""", ,.; , . . . , , , , , . . .
Manning's n """,'."..""..,.
Computed Results:
. Depth "",.."""".""""""
Area ..."",."""".""""""
Wetted Area ..... '.' . . . . . . . . . . . . . .
Wetted Perimeter......... .......
Perimeter .......................
Velocity"""""",. ,...,....,
Hydraulic Radius ..""""",'..",
Percent Full ..........,...,..",.
Full flow Flowrate ,,""""""
Full flow velocity ...."....,.",
Circular
Depth of Flow
6.0000 in<(
0,1400 cfs ~
0,0100 ft/ft<(
0,0090
1,6875 in
0,1963 ft2
0.0453 ft2
6.7080 in
18,8496 in
3.0914 fps!..,.
0.9722 in
28.1256 %
0.8105 cfs
4,1278 fps
Criti~al Information
critical depth......",."""" 2:2320 in
Critical slope""".""..."" 0.0034 ft/ft
critical velocity,.,............ 2.1044 fps
Critical area "",.,."..,.,.", 0,0665 ft.2
Critical perimeter".,.,.,.,.", 7.8715 in
critical hydraulic radius....... 1.2170 in
Critical top width."",..""" 5.8001 in
Specific energy..,...:.......... 0:2'89'1 ft
Minimum energy.".,............. 0.2790 ft
Froude number ................,.. 1. 7172
Flow condition. ,........."",., Supercritical
Page 1
Date Received'
Planner:
I z. -( 3-07
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OIL AND GREASE
FLEX- TRANSITION SOLID STEEL FIURA TION SYSTEM' STRUCTURE GRATE
MANUFACTURED PLATE LID ~ \11TH FILTER INSERT ~ REfER TO NOTE 3' RIM SET TO _
rlT1ING ': ~ fiNISHED GRADE
I FINISHED GRADE . I
.,v////////////////~'//F -------=- '~" .' =" , u..~.'I. 7~
I ~ 4' t~~~E~ACCESS .11 _
45' PVC BEND OUTLET PIPE
. M ~EFER TO,
PE X PE EXTENSION ~ ~ ~1"1'..r ~,~ NOTE No 4 GREASE TRAP ~ ~
LENGHT AS REO'D I , "' ~ "'~
~-i~l'll-i, "
~ Ii!,
J ~ . I '!
E~""~. ~~ ..~~g~I~~DAJ ,-g, ~
'::!! INDICA TED ON " " 4" ~
. ~A" PLAN U1 MIN -%~
~:~~NSITI: -4- - J
. . MANUFACTURED FITTING . ~
' \~ 4". t . ~'
\ MiN1, 1:~
~r'/<<<<~'<;(%%~~K~<<' '</'1' '%~~~%~
/. / /,,//. /. . //.,~,<<>~w 0
PVC PIPE DUCTILE IRON SCHEDULE I) " ',-"",,-,,,, 4" MIN
,2 24 SOU ARE
40: 0:NDC9~~~~.PIPE CHAMBERS \11TH SUMP. COMPACTED
W -0 CRUSHED
~ ROCK
,. TRACER \I1RE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PRO..,DE ENOUGH FREE \I1RE TO EXTEND 18" ABOVE
'TOP OF GRATE TO FACILITATE TESTING. COIL \I1RE AND SECURE \11TH NON-CORROSIVE FASTENER 2" 'UNDER FRAME.
2. LOCATION SPEClFIED ON PLAN INDICATES CENTER OF GRATEO SECTION OF 8ASIN OR fACE OF CURB AT CENTER OF
GRATED SECTION.
3. ALL STRUCTURES SHALL BE PRO..,DED \11TH HEAVY DUTY GRATE \11TH BICYCLE BARS EXCEPT STRUCTURES INDICATED ON
PLANS REQUIRING AOA-APPROVED GRATE.' .
4. OUTlET LOCATION SHALL 8E IN ACCORDANCE \11TH CATCH BASIN ORIENTATION AS SHOWN ON PLANS.
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FilTRATION SYSTEM &
DOUBLE CHAMBER CATCH BASIN
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NO SCALE
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Date Received:
Planner: .
/2.-(3-01
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BALZHISER.
& HUBBARD.
ENGINEERS
Date Received; 12-13'67
Planner: ,1tl----
ApPENDIX D: WELLHEAD PROTECTjON AREA MAp
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Drinking Water Protection Overlay
Lane Transit District-Gateway Station
2100-025-07
Zone of
. Concentration
(99yr TOTZ)
Proposed Lane
Transit District
Gateway Mall
Station
20 year TOTZ
...
N
Not to Scale.
Wellhcad Protection Area Map Detail
Gateway Street Time of Travel Zones
-.'
Source: City of Springfield
Date Received:
Pla",ner:
12.-1.3-67
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BALZHISER
& HUBBARD
ENGINEERS
Date Received: 11.-l3-D7
Planner: ~ '
ApPENDIX E: LANE COUNTY TAXA;sSESSOR's MAp
I
FOR A. SSESS~ENTJ
AND .TAt::ATJON
~~. f<f,-~. a ~
o I i,lf~r; Y.,.-:J '-",r"'...._. LANE COUNTY
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SECTION 22. T,17S, R,3 W W,M,
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Date ReceiveEt:_
Planner.
1l-l3-61
JL.--
SEE t.IAP 17 OJ 27 21
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. BALZHISER
& HUBBARD
ENGINEERS
Date Received' 12.-l3-b/
Planner: ;4v
. ApPENDIX F: FLOOp PLAIN DATA
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HARU
CITY OF SPRINGFIELD
415592
HARLOiN
.... ,,-,.._-
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APPROXIMATE SCALE IN FEET
500 0 500
E----
-......,
FIRM
FlOOO INSURANCE RATE MAP
LANE COUNTY,
OREGON AND
INCORPORATED AREAS
PANEL 1133 OF 2975
(SE[ MAP INDEX Fon PANas r~OT PAINTEDI
NIJMBER. ?.I.~jEL_ 2!,J!B!
~uc,,,1'. CfTY'N
S"I'NCFIH.D. err, ~'F
UI",,,OI.lIlJY.
UNINCOfl~"""'''c'.F'EAS
"",., n~J
4',,~n ~!
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MAP NUMBER
41039C1133 F
EFFEGTlVEOATE:
JUNE 2, 1999
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d This is an official copy of a portion of the atxJve 'eferenced flood map It
was extracted using F-MIT On-Line. This map does "not reflect changes
or amendments which may hayo been made subsequent to the dOlt" on the
title block. For the latest product informatioll about National Flood Insurance
Pro?'am flood maps check the FEMA Flood Map Store at wNW.msc.fema.gov
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BALZHISER
& HUBBARD
ENGINEERS
Date Received: lZ.-/3-D1
Planner: /11.---
ApPENDIX G: SOIL PROPERTIES DATA
I
Web Soil Survcy
Page.1 of2
I
j~~L.i~~t;i;r~~,!fii~l~tfNlJr:%';tkl~tlt;W
'~<::""""';':.""':,,''"'''''-''''';''-~''fL' ,j~IQ:i=
Contact Us ! D",,,,,,,o,,<.I Soil'; D",t" Af<.:hive'd S<.!il Stlrv~\':; Pref<!~nn.-"" i looout Help
~1;..;i"\'JI~ElfI'..6~' _~':;";.f. oi1f:l1?m"
V).\'I "",/, bW[ "i;iL ~ '- , .,;.r/!'j ,1-:J1 '1
Adt ~ _N .",;$1 _H" _ ~_ tl
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Area of Interest [AOI) Soil Map
'I View Soil Information. By US~: All Uses
Soil DMa Explorer
Shoopinq Cart
-s"
"P~int..bl," Versiord [Add i:.~'"
Intra to Soils
Suitabilities and Limitations for Use
Soil Properties and Qualities
Soil Repc.rts
S(iil Reports
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'SoH M;'1p
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R(~port - E1'Igil1eering Proocl'tic:!o'
Lane County Area, Oregon
Map unit symbol and Deptl1 USDA Classification Fragments Percentage Liqui{
soil name texture passing sieve limit
number-
Unified AASHTO >10 3-10 4 10 40 200
inches inches
Io Pet Pet Pet
76-Malabon-Urban
land complex
Malabon 0-12 Silty clay ML A.6 0 0 95. 90. SO. 75. 35-4C
loam 100 100 100 95
12~ 'Silty clay, eL A.7 0 0 95. 90. 85. 80. 45-5(
42 silty clay 100 100 100 95
loam
42. Clay loam, ML A-4, A- 0 0 95. 85. 70. 60. 30-4(
60 loam 6 100 100 100 80
; 118-Salem gravelly
silt loam
Salem 0.7 Gravelly silt CL'Ml, H 0 0.5 55. 50. 45. 40. 25-3~
loam GC-GM, 80 75 75 70
GM,ML
7-26 Gravelly CL, GM, A-2, A- 0 0.5 55. 50' 40. 20. 35-4~
clay loam, ML,SM 6, A-7 80 75 70 65
gravelly
silty clay
loam,
gravelly
sandy clay
loam
26. Very GP, GP- A.l 0 10-15 25. 15. 10. O. 0-14
60 .gravelly GM, SP, 55 50 35 10
sand,very 5P-SM
gravelly
loamy [2-13-D7
sarid, Date Received'
extremely
grave!!y Planner: ;1v
sand
IO{,iiiuipl:ion EnginCt'ri1lrl Prcp'2.tUes
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http://websoi Isurvey .nrcs.llsda. gov/app/W ebSoi I Survey .aspx
9/24/2007
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BALZH1SER
& HUBBARD
ENG1N EERS
... t 1.--(3-07
Date Received'
Planner: ;t l/
,
ApPENDIX H:NATIONAl WETLANDS INVENTORY MAp
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Not to Scale
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National Wetlands Inventory Map
Lane Transit District - Gateway Station
2100-025-07
Proposed
Lane Transit District -
Gateway Station
No Identified Wetlands
National Wetlands Inventory Map Detail
'.
Source: City of Springfield
Date Received'
. Planner.
Il-13-:D7
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