HomeMy WebLinkAboutPermit 85-59-V - TECTON OFFICE CENTER - VARIANCE85-59-v
6450 southcenter boulevard
tecton office center
MR. GOE MOVED THAT THE BOARD DIRECT THE APPLICANTS TO REVISE
THEIR APPLICATION TO REFLECT THE NEED FOR A 4.1 FOOT SIDE YARD
VARIANCE, OR WITHDRAW THE APPLICATION WITH PROPER NOTIFICATION TO
THE CITY AND THAT IF A REVISED APPLICATION IS SUBMITTED, THE
BOARD VISIT THE SITE AT A DATE AND TIME AGREED UPON BY THE BOARD
MEMBERS. A PUBLIC HEARING ON THE REVISED VARIANCE SHOULD THEN BE
SCHEDULED FOR THE FEBRUARY 5, 1987 MEETING.
Mrs. Altmayer SECONDED the motion which PASSED UNANIMOUSLY.
Mr. Nesheim directed the City staff to advise the applicant of
the options as outlined in the Board's decision.
_85=59-V: 'Office Center at 6450'. Southcenter Boulevard
Request for extension of previously granted variance.
Moira Bradshaw explained that the original variance period has
expired with little or no basic changes in pertinent conditions
surrounding the property since the time of the original variance
approval.
Discussion ensued on the application.
MRS. REGAL MOVED AND MRS. HERNANDEZ SECONDED A MOTION TO GRANT A
ONE YEAR EXTENSION TO THIS VARIANCE. MOTION CARRIED UNANIMOUSLY.
ADJOURNMENT
The meeting was adjourned at 8:05 pm.
spectfully bmitted,
oanne John n, Secretary
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
(206) 433 -1800
Gary 1. VanDusen, Mayor
TO: Board of Adjustment
FROM: Moira Carr Bradshaw
DATE: December 29, 1986
SUBJECT: EXTENSION OF 85 -59 -V
MCB /sjn
Attachments:
Letter of Request for extension
Staff Report 85 -59 -V
Minutes - BOA 12/86 regular meeting
MEMORANDUM
Attached is a letter of request to extend a variance granted by the Board of
Adjustment. The variance approved allowed separate parking areas not accessible
to one another without reentering adjoining public streets for a proposed office
building. The site is located in the northwest corner of the intersection of
Southcenter Boulevard and 65th Avenue South.
The proposal is a two -story office building with a below -grade parking area and
an at -grade parking lot. The below -grade lot is entered and exited from one
curb cut located 82 feet from the intersection of Southcenter Boulevard and 65th
Street. The second parking lot is accessed via an existing curb cut on South -
center Boulevard which services the Xerox and King County buildings and a new
curb cut on 65th Street approximately 202 feet from the Southcenter /65th inter-
section.
The Board may extend the time period for up to twelve months past the originally
granted one -year time period (TMC 18.72.030). The condition for granting a time
extension would be a finding that there has been no basic change in pertinent
conditions surrounding the property since the time of the original approval.
The staff has concluded that there has been no change in either land use or
transportation conditions for the site's surrounding area.
Therefore, the staff recommends that the Board make a motion to grant an addi-
tional twelve -month extension of the variance with the finding that no change in
the previously existing land use and transportation plans and public or private
improvements have occurred in the site's surrounding area.
Dear Sir:
December 22, 1986
HOWARD NEEDLES TAMMEN & BEFIOENDOFF INC. P.S.
Mr. Curtis Nesheim J
Chairman Cfl ti Ur • - •. ,
Board of Adjustment PLANNING DEPT.
City of Tukwila
6200 Southcenter Boulevard
Tukwila, Washington 98188
Reference: Extension of Variance for #85 -59 -V Tecton Corporation,
Southcenter Blvd. Office Center
Please accept this letter as a formal application for the extension of the
Variance for the above mentioned property. The Variance, originally issued
on January 2, 1986, allowed access to two internal parking areas from two
different locations on the site which was contrary to T.M.C.
18.56.040(4)(A).
Due to recent aquisition of the project by Gencor Development in late
November, and subsequent redesign of exterior elements, adequate time has
not occurred to allow a building permit to be obtained. The building site
plan has remained the same with some modifications that require the dual
entry to parking areas off of 65th St. to remain. Exterior building
modifications, approved by the Board of Architectural Review on December
18, 1986, are similar to the existing development in site access which,
again, reflects on the need for dual access.
We are of the opinion that there has been no basic change in pertinent
conditions surrounding the property since the time of the original
approval. Our current schedule anticipates submission for
Excavation /Grading/Hauling permit in January with Building Permit
submission to follow shortly thereafter.
HNTB therefore, as agents for Gencor Development, hereby request an
extension, according to Section 18.72.030 of the Tukwila Zoning Code, for
project #85 -59 -V Tecton Corporation Southcenter Blvd. Office Center. (Now
known as Gencor Development, Southcenter Office Building)
HOWARD NEEDLES TAMMEN & BERGENDOFF INC. P.S.
Barton A. Drake
BD :db
A48.34
FIRM
`' 1986
,
Architects and Planners 600108th Avenue, N.E. Suite 405, Bellevue, WA 98004 206455 -3555
;1908
October 28, 1986
. \{
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
(206) 433 -1800
Gary 1. VanDusen, Mayor
Kurt Feichtmeir
President
Tecton Development Co.
16000 Christensen Road
Seattle, WA 98188
RE: 6450 Southcenter Office Building
Permit Application Extension Request
Dear Mr. Feichtmeir:
This is formal notification that your building permit application plan review
has been extended 180 days. The expiration date is now April 28, 1987. This
plan review may not be extended another time per Section 304 (d) of the Uniform
Building Code.
In addition, the expiration of your variance approval for this project expires
January 2, 1987, at which time it will become null and void if no building permit
has been issued. In order to extend the variance you must make a request to
the Board of Adjustment prior to the expiration date. TMC Section 18.72.030 -
Conditions for granting - Extension, is enclosed for your reference. You should
contact Moira Bradshaw, Planning Department, for further information regarding
this process.
If you should have any questions, please feel free to contact me at 433 -1851.
Sincerely,
7
(te/
uane G
Building Official
cc: Moria Bradshaw
DFG/wb
January 14, 1986
Mr. Barton Drake
HNTB
600 108th Avenue N.E.
Suite 405
Bellevue, WA 98004
RE: 85 -59 -V
Dear Mr. Drake:
The Board of Adjustment, at its regular January meeting, moved to approve
an extension of the variance granted by the Board in January, 1986. The
variance, subject to the condition that the below -grade parking area be
reserved for employees only and that the public use the upper parking lot,
was extended for one additional year. A building permit must be issued
by January 6, 1988 or the variance will expire without further opportunity
to extend.
If you have any questions, please call me at 433 -1848.
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
(206) 433 -1800
Gary L. VanDusen, Mayor
Sincerely, ,,
Moira Carr - Bradshaw
Planning Department
cc: Gencor Development
January 6, 1986
Mr. Kurt Feichtmeir
The Tecton Co.
16000 Christensen Road
Tukwila, WA 98188
Dear Mr. Feichtmeir:
This is formal notification that the Board of. Adjustment at its January 2,
1986 meeting, approved your requested variance for a proposed office struc-
ture at 6450 Southcenter Boulevard.
A ten -day appeal period, which follows any Board decision, will expire on
Monday, January 13. During this period, you may proceed with your plans
for the building. The City, however, is precluded from taking any official
action on your proposal until the 14th of January.
If you have any questions, please feel free to call me at 433 -1848.
Sincerely,
eckz
Moira Carr Bradshaw
Assistant Planner
cc: Planning Director
File
/ks
(TECTON)
(1B)
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
433 -1800
Gary L VanDusen, Mayor
+..
.
Chairman Altmayer opened the public hearing.
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
433 -1800
Gary L VanDusan. Mayor
BOARD OF ADJUSTMENT
Minutes of the January 2, 1986 meeting.
The meeting convened at 7:00 p.m. Board members present were Mrs. Regel,
Mrs. Altmayer, and Mr. Nesheim. Representing staff were Brad Collins,
Moira Bradshaw and Becky Kent, Planning Department. Jim Haney, City
Attorney, was also present.
MR. NESHEIM MOVED TO ELECT MS. ALTMAYER AS VICE CHAIRMAN FOR THAT NIGHT'S
MEETING. MRS. REGEL SECONDED THE MOTION, WHICH PASSED UNANIMOUSLY.
Ms. Altmayer chaired the meeting as Chairman Goe was not present.
Item II, Attendance, was moved to the latter part of the agenda.
Item III, Approval of Minutes, was deferred to the next meeting.
PUBLIC HEARINGS
A. 85 -59 -V: Tecton Corporation, requesting a variance from TMC
18.56.0 0(4)(14) which requires internal access for all parking
spaces without re- entering public streets, for a proposed office
building at 6450 Southcenter Boulevard and the intersection of
65th Avenue South.
Ms. Bradshaw summarized the staff report.
Kurt Feichtmeir, Tecton Development Corporation, 16000 Christensen Road,
Tukwila, WA, described the proposal and reasons for the request.
The Board discussed the site's access in relation to access of the building
located on the east side of 65th Avenue South, and the ownership and main-
tenance of the small section of Macadam Road.
Mr. Nesheim asked what type of business would be occupying the building and
if the underground parking was designated for the employees.
Mr. Feichtmeir described the project as a speculative office building, and
daylight covered parking would tend to be used by the employees.
TUKWILA BOARD OF ADJUSTMENT
Minutes of January 2, 1986 meeting
Page 2
The Board discussed the Southcenter Boulevard improvement, the possibility
of a light at 65th Avenue South, and right and left turn lanes of 65th.
Chairman Altmayer closed the public hearing.
Ms. Bradshaw entered the Transpo Traffic Report dated December 31, 1985,
into the record as Exhibit F.
It was suggested by the Board that the proposed trees near the access
points be changed to low shrubbery to ensure better vehicular visibility.
The Board recessed for five minutes.
Chairman Altmayer reconvened the meeting.
MRS. REGEL MOVED TO ACCEPT VARIANCE CRITERIA TMC 18.72.020(1).
SECONDED THE MOTION, WHICH PASSED.
MR. NESHEIM MOVED TO ACCEPT VARIANCE CRITERIA TMC 18.72.020(2).
SECONDED THE MOTION, WHICH PASSED.
MRS. REGEL MOVED TO ACCEPT VARIANCE CRITERIA TMC 18.72.020(3).
SECONDED THE MOTION, WHICH PASSED.
MR. NESHEIM MOVED TO ACCEPT VARIANCE CRITERIA TMC 18.72.020(4).
SECONDED THE MOTION, WHICH PASSED.
MRS. REGEL MOVED TO ACCEPT VARIANCE CRITERIA TMC 18.72.020(5).
SECONDED THE MOTION, WHICH PASSED.
MR. NESHEIM
MRS. REGEL
MR. NESHEIM
MRS. REGEL
MR. NESHEIM
MR.NESHEIM MOVED THAT THE VARIANCE BE APPROVED SUBJECT TO THE CONDITION
THAT THE COVERED PARKING AREA BE RESERVED FOR USE BY EMPLOYEES OF THE
BUILDING ONLY AND THE SURFACE LEVEL PARKING BE USED FOR THE GENERAL PUBLIC.
MRS. REGEL SECONDED THE MOTION.
MR. NESHEIM WITHDREW HIS MOTION, AND MRS. REGEL WITHDREW HER SECOND.
MR. NESHEIM MOVED THAT THE STAFF RECOMMENDATIONS BE ACCEPTED AND THE
VARIANCE BE APPROVED SUBJECT TO THE CONDITIONS THAT THE COVERED PARKING
AREA BE RESERVED PARKING FOR EMPLOYEES ONLY, AND THAT THE PUBLIC USE THE
UPPER PARKING LOT. MRS. REGEL SECONDED THE MOTION, WHICH PASSED.
Mr. Collins clarified that the Board was accepting the staff's recommen-
dations, including the findings and conclusions.
The Board concurred.
Mr. Collins introduced Jim Haney, City Attorney.
AGENDA ITEM
CITY OF TUKWILA
PLANNING DIVISION
STAFF REPORT
85 -59 -V: TECTON
PLANNING COMMISSION
INTRODUCTION
The Tecton Development Corporation is proposing an approximate 33,600 square
foot professional office building at the northwest intersection of Southcenter
Boulevard and 65th Avenue South. The developer is proposing two separate
parking areas for the building that will not be internally accessible and will
require reentering public streets to gain access to either area.
FINDINGS
1. TMC 18.56.040(4)(C) requires all parking spaces to be internally accessible
to one another without reentering adjoining public streets.
2. The applicant is proposing a below grade covered garage to be accessed from
65th Avenue South. The surface level parking area will be accessed from
both Southcenter Boulevard and 65th Avenue South.
3. Two curb cuts will be requested for 65th Avenue South. One will provide
access for the covered, below grade parking area and one for the surface
level parking area.
4. The Public Works Department has reviewed the plans and has not objected to
the two proposed curb cuts. They have stipulated that any curb cut would
have to be a minimum of forty -five feet from the intersection. The first
curb cut, for the proposed entrance to the covered garage is located
approximately eighty -two feet from Southcenter Boulevard.
5. The proposed structure will have two floors of office above the garage.
Three stairwells will be available within the garage to provide access to
the offices above.
6. Total required parking for the development would be eight -five; proposed
parking to be provided would be one hundred and thirteen.
Parking provided in the garage would be fifty -seven and fifty -six in the
surface level parking lot.
7. Both 65th Avenue South and Southcenter Boulevard, at this point, are
designated as collector arterials in the Comprehensive Land Use Policy Plan.
85 -59 -V: TECTON
January 2, 1986
Page 2
8. The subject property is zoned PO (Professional Office).
CONCLUSIONS
1. TMC 18.72.020(1): "The variance shall not constitute a grant of special
privilege inconsistent with the limitation upon uses of other properties in
the vicinity in the zone in which the property on behalf of the application
was filed is located."
The professional office buildings located along Southcenter Boulevard in the PO
district are on lots which vary in size from 34,500 to 117,186 square feet. The
structures are all basically two - story.
None of the developments in the area have incorporated garages into their
designs to address the issue of parking. However, the separate parking areas
and individual access points are necessary to this development to provide the
minimum required parking. The design is restricted by the topography of the
site and therefore is not a grant of special privilege.
2. TMC 18.72.020(2): "The variance is necessary because of special circumstan-
ces relating to size, shape, topography, location or surrounding of the sub-
ject property in order to provide it with use rights and privileges
permitted to other properties in the vicinity and in the zone in which the
subject property is located."
The footprint of the lot is irregular along the west property line, in part due
to the vacation of Macadam Road. (Exhibit A). The south property line measures
324 feet whereas the north property line measures 175 feet, which also indi-
cates an irregular lot pattern.
The slope on the site rises approximately ten percent on the north part of the
site. Access to the garage from the north or west sides of the development
would create a ramp that is not feasible because of its long length or a ramp
whose slope is in excess of the maximum permitted of fifteen percent.
Therefore, the variance is necessary because of the topography.
3. TMC 18.72.020(3): "The granting of such variance will not be materially
detrimental to the public welfare or injurious to the property or improve-
ments in the vicinity and in the zone in which the subject property is
situated."
Public Works has commented on the proposed project in a DRC (Development Review
Committee) meeting. The two points of access on 65th Avenue, and their impacts
on the traffic flow along 65th Avenue S., are acceptable to them. Access on the
southwest side is available from an existing curb cut which provides exiting and
entering for the Xerox building and the King County Health building. Therefore,
it would not appear that the variance would be materially detrimental to the
public welfare or injurious to the property or improvements in the vicinity.
85 -59 -V: TECTON
January 2, 1986
Page 3
EXHIBITS
A - Assessors Map
B - Land Use Variance Application
C - Site Plan Garage Level
0 - First Floor Plan
E - Second Floor Plan
Successful development of the site would initiate improvements by the developer
to Southcenter Boulevard which would be beneficial to the public welfare and to
property in the area. Curb, gutter and sidewalks would be required during the
building permitting stage.
4. TMC 18.72.020(4): "The authorization of such variance will not adversely
affect the implementation of the comprehensive land use policy plan."
Specific policies and objectives that relate to the subject of the variance are
as follows:
Objective 1, policy 7 (p. 62): Promote adequate provisions for parking for
all land uses.
Objective 4, policy 3 (p. 66): Encourage the location of commercial offices
in areas of high natural amenities.
The two proposed parking areas would provide the required number of parking
stalls. The subject property is located several hundred feet from Tukwila
Park. Therefore, it would not appear that authorization of the variance would
adversely affect the implementation of the Comprehensive Land Use Policy Plan.
5. TMC 18.71.020(5): "The granting of such variance is necessary for the pre-
servation and enjoyment of a substantial property right of the applicant
possessed by the owners of other properties in the same zone or vicinity."
The granting of the variance would allow the owner of the property the enjoyment
of a substantial property right enjoyed by property owners of other properties
in the same zone and vicinity.
The variance would allow the property owner to develop his property with an
office structure. The separate access points are necessary to incorporate a
below grade parking area as well as surface parking. Both parking areas are
needed to meet minimum parking stall requirements.
RECOMMENDATION
Based on the above findings and conclusions, the Board of Adjustment may wish to
approve the requested variance from TMC 18.56.040(4)(0).
3)
and uncovered)
CITY OF TUKWILA
Central Permit System
MASTER LAND DEVELOPMENT APPLICATION F
detrimental to other properties.
$ '2-
NrOJWIR
D 1985
I PI ArrdING DEPT.
S C H E D U L E
LAND USE VARIANCE.
1) TUKWILA MUNICIPAL CODE (TMC) SECTIONS FROM WHICH YOU ARE REQUESTING VARIANCE:
18.56.040 (4) (c) rPgarrli nr rpc i hi l i ty nnsitrl to a.l p areas
2) DESCRIBE THE VARIANCE ACTION WHICH YOU ARE REQUESTING: t0 allow parking areas
not accessible to one another from within the site.
3) DESCRIBE THE PRESENT USE OF THE PROPERTY, AND THE PROPOSED USE OF THE PROPERTY IF THE
VARIANCE IS APPROVED: Empty lot. Proposed office with parking (covered
DESCRIBE THE MANNER IN WHICH YOU BELIEVE THAT YOUR REQUEST FOR A VARIANCE SATISFIES•EACH
OF THE FOLLOWING CRITERIA AS SPECIFIED IN TMC 18.72.020 (ATTACH ADDITIONAL SHEETS IF.
NECESSARY).
1) THE VARIANCE SHALL NOT CONSTITUTE A GRANT OF SPECIAL PRIVILEGE INCONSISTENT WITH THE
LIMITATION UPON USES OF OTHER PROPERTIES IN THE VICINITY AND IN THE ZONE IN WHICH THE
PROPERTY ON BEHALF OF WHICH THE APPLICATION WAS FILED IS LOCATED.
RESPONSE: Granting will not detract from property values nnr hp
2) THE VARIANCE IS NECESSARY BECAUSE OF SPECIAL CIRCUMSTANCES RELATING TO THE SIZE, SHAPE,
TOPOGRAPHY, LOCATION OR SURROUNDING OF THE SUBJECT PROPERTY IN ORDER TO PROVIDE IT
WITH USE RIGHTS AND PRIVILEGES PERMITTED TO OTHER PROPERTIES IN THE VICINITY AND IN
THE ZONE IN WHICH THE SUBJECT PROPERTY IS LOCATED.
RESPONSE :In order to avoid on site parking exceeding slope requirements
and to allow underground parking, varience is required.
THE GRANTING OF SUCH VARIANCE WILL NOT BE MATERIALLY DETRIMENTAL TO THE PUBLIC WELFARE
OR INJURIOUS TO THE PROPERTY OR IMPROVEMENTS IN THE VICINITY AND IN THE ZONE IN WHICH
THE SUBJECT PROPERTY 1S SITUATED.
RESPONSE The additional ,access will not increase traffic flow. It will
serve employees within the building and not be for general public and
will not be detrimental to public welfare
4) THE AUTHORIZATION OF SUCH VARIANCE WILL NOT ADVERSELY AFFECT THE IMPLEMENTATION OF THE
COMPREHENSIVE LAND USE POLICY PLAN.
RESPONSE :Does not affect the C;Pneral Plan
£) THE GRANTING OF SUCH VARIANCE IS NECESSARY FOR THE PRESERVATION AND ENJOYMENT OF A
SUBSTANTIAL PROPERTY RIGHT OF THE APPLICANT POSSESSED BY THE OWNERS OF OTHER PROPERTIES
I N THE SAME Z O N E OR V I C I N I T Y .
RESPONSE :In order to utili7P with slope and shape hardships efficient
propalLy EXHIBIT B
ly, granting the varienati -� is necessary
I
TMC 18.72.070 PROHIBITED V UNDER NO CIRCUMSTANCES SHALL THE BOARD. OF ADJUST -
MENT GRANT A VARIANCE TO PERMIT A NOT GENERALLY OR CONDITIONALLY PERMITTED IN THE
ZONE INVOLVED, OR ANY USE E RESSLY-OR::BY PROHIBITED BY THE TERMS OF THIS
TITLE IN SAID ZONE.
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85 -59 -V: TECTON
January 2, 1986
Page 4
F - South Elevation Plan
G - East Elevation Plan
H - West Elevation Plan
I - North Elevation Plan
(TECTON)
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Transportation Planning & Traffic Engineering Consultants
December 31, 1985
Mr. Kurt Feichtmeir
The Techton Companies
16000 Christensen Road
Tukwila, WA 98188 .
Dear Mr. Feichtmeir:
�klL roe/
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SUBJECT: 6450 SOUTHCENTER OFFICE BUILDING - 65TH AVENUE ACCESS AND
CHANNELIZATION
nes
TRANSPO
*ro
Per your request, The TRANSPO Group has evaluated the proposed location of the
lower parking level access driveway. The primary concern of this location is
with its close proximity to the intersection of 65th Avenue South /Southcenter
Boulevard, and how this may affect the operational characteristics of this
intersection.
After several field observations, the taking of physical measurements, and
assessing traffic volume counts, we analyzed the data with very prescribed
technical methods to evaluate the levels of traffic congestion that would
occur at the driveway location and the adjoining intersection. These methods
and their associated calculations are very well documented in Special Report
209 - Highway Capacity Manual; Transportation Research Board, 1985, in Chapter
10 - "Unsignalized Intersections." Also realizing the proposed improvements
for Southcenter Boulevard, we completed the same procedures assuming the
revised geometrics.
The calculations reveal (summary sheets attached) that all of the critical
traffic movements will be operating at a very high level service (in fact,
LOS A), and should therefore experience very little, if any delay. These
critical movements include the right turns exiting the driveway location, the
left turns into the driveway, and all turning movements at the intersection of
65th Avenue /Southcenter Boulevard.
In order to also preserve safety with the proposed access, we have attached a
channelization schematic for 65th Avenue. This schematic was developed in
accordance with the Manual on Uniform Traffic Control Devices (MUTCD), which
carries the intent of providing safe and efficient, as well as uniform, road-
way delineation and channelization. After your approval, we will further
develop this schematic into a final construction plan which will be in accord-
ance with both the MUTCD and the City of Tukwila's delineation standards.
The TRANSPO Group, Inc. • 23 - 148th Avenue SE, Bellevue, Washington 98007 • (206) 641 -3881
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HOURLY VOLUMES VOLUMES IN PCPH
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1990
Time Periods
AM PEAK
Approach Speed:
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PHF:
Population: 5000000
VOLUME ADJUSTMENTS
Movement no.
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
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1
Volume (vph) I 200 I
STEP 2 : LT From Major Street
558
1000
895
2 I 3
Vol(pcph),see Table 10.11XXXXXXXXIXXXXXXXXI
s a= s aaa s a =a a s sa a s ======================== a
STEP 1 : RT From Minor Street 1
================ _________ ===============
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
% of Cp utilized and Impedance Factor
Actual Capacity, Cm (Fig.10.5)
==.asaaa =aaaa = ==
STEP 3 : LT From Minor Street I < -\ V7
. a s a. a a a a a s a a a a. a a. a =aaaa = . a. a a M OM=
a=
< ■■■ VS ■■■
--- V2 - - -> v-- -V4 - -- 66
--- V3 - - -v
s aasasa.a.aa. aaaa (I I> sa=a.a._=
1 I 1
V7 V9 1
I I
83 501
=== a a a s a a a a a a s a a a a s s a a s MU a a a a a a a a a a a a a a a s == a a a a a a a a a a a
4 I 5 I 7 I
90 I 60 I 165 I 75 I
66 IXXXXXXXXI 83 I
/ -) V9
11/2 V3 +V2= 45 + 100 = 145 vph(Vc9)
Tc= 5 secs (Tab.10.2)
I Cp9= 1000 pcph (Fig.10.3)
I Cm9=Cp9= 1000 pcph
____ = = = = =a = =a =a =aaaa= = == =aaaa = ==aaaa = ==
I v -- V4
=============== a a = = a aa========================= a a a a a =========== _ a as a ===========
1 V3 +V2= 90 + 200 = 290 vph(Vc4)
Tc= 5 secs (Tab.10.2)
I Cp4= 895 pcph (Fig.10.3)
I (V4/Cp4)x100= 7.4% P4= .96
Cm4 =Cp4= 895 pcph
=================================i aaaasaaaa ========i a a a a a= =aaaa .aaaa =111=========
1/2 V3 +V2 +V5 +V4=
45 + 100 + 165 + 60 = 370 vph(Vc7)
Tc= 6.5 secs (Tab.10.2)
Cpl= 581 pcph (Fig.10.3)
Cm7=Cp7xP4= 581 x .96 = 558 pcph
aaasassaaasaasaaaaaaaaaaaaaaaaaa aaaa saaaaaa =assaaaaaaaaaaaaa.a =a =aaa a a aasasa = ==
SHARED LANE CAPACITY SH = (V7+V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared
CR CR LOS LOS
MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH
a aaaa...= as= aasaaaaasasaaaa aaaa aaaaass .aa.aaassaaasa.a..aa•aaaa =as.= =saaaaaaa=
475
950
829
-.===== =. . :sass = ============
A
A
A
9
1
45 I
50 I
as
198E 'wog' e,'s7" - P' PEA,:
LOCATION:6450 SOUTHCENTER 'NAME:43th AVE / S.C. BLVD
-------------------------------------------------------------------------------
VOLUMES IN PCPH ="'
HOURLY VOLUMES :4
N
Major street:S.C. BLVD v
=•mommas a =aaasasmasasasssass a s ssss s = a s s
Nes W (-- -V5 - -- 170
Grade 205---V2---) v-- -V4 - -- 33
OX 60--- V3 - - -v N• 3
sasasmass•ssamms• (1 I) asaassmsaa
Date of Counts: I 1 I 1
1990 I V7 V9 I X STOP
Time Period: 1 I I I YIELD
PM PEAK I 115 901
Approach Speed: Minor Street: Grade
35 65th AVE 0%
PHF:
Population: 5000000
s a a sas a a a s sa s s s a a a m a s s m asaaa • a a as as aaa a as s a samosa sa a s a a ss sa a a a s as a s a s a ss = s s s s= a
VOLUME ADJUSTMENTS
Movement no.
Volume (vph) I 205 1
Vol(pcph),see Table 10.11XXXXXXXXIXXXXXXXX1 39 IXXXXXXXXI
assss == =a assasasaas =sssasasa ssss = =a= =sa ss: aaas =asasaaa = = = =s
STEP 1 : RT From Minor Street I / -> V9
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
STEP 2 : LT From Major Street I v -- V4
===110111=0=52 a a a a a a a a a = = = = = = a s a a = = = a a a a = _ _ = = a a s = a = ======
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
% of Cp utilized and Impedance Factor
Actual Capacity, On
(Fig.10.5)
= =_ssss_
sasaaas saasasa sassasasaaa saaasasaassssassas = = =assasas ssss=sasss ==
STEP 3 t LT From Minor Street
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
1 2 1 3
0011501110 == Ms s a
<---V5---
---V2---> v-- -V4 - -- 39
--- V3 - - -v
asasaa•sasssaaass (I 1> ssaaaa=sa
I I I I
I V7 V9 I
I 1 I I
1 127 991
I 4 I 5 I 7 1 9
60 1 35 1 170 I 115 I 90 1
127 I 99 I
ssa =a = = = =aa
= a = 5= _ _ = s a _ _ = = = _ a _ Mai
1/2 V3 +V2= 30 + 103 = 133 vph(Vc9)
Tc= 5 secs (Tab.10.2)
Cp9= 1000 pcph (Fig.10.3)
Cm9 =Cp9= 1000 pcph
00000==== = == _ _ _ = = ...311,0======== a ass = _ = = a - _
a
V3 +V2= 60 + 205 = 265 vph(Vc4)
Tc= 5 secs (Tab.10.2)
Cp4= 918 pcph (Fig.10.3)
(V4 /Cp4)x100= 4.2% P4= .97
Cm4=Cp4• 918 pcph
1 < -\ V7
1
= =s sax =ssa =a= = = =ssa == =a =s===a=s==s == =sass= == = =_
1/2 V3+V2 +V5 +V4=
30 + 103 + 170 + 35 = 338 vph(Vc7)
Tc= 6.5 secs (Tab.10.2)
Cpl= 603 pcph (Fig.10.3)
Cm7=Cp7xP4= 603 x .97 = 585 pcph
= ==== s as •a s s = s a s s as ====== •===== a s a s a = sa == s ==========
SHARED LANE CAPACITY SH • (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared
CR CR LOS LOS
MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH -V) CM CSH
asaas ssssssssssssssssssssssssss •sssssasossssssssss =ssss ssssssssssssssss =ssss ss
7 127 585 458 A
9 99 1000 901 A
4 39 918 879 A
VOLUME ADJUSTMENTS
-- - - - - --
HOURLY VOLUMES VOLUMES IN PCPH
N
Major street:S.C. BLVD v
a= mesas= aasasss=sssms=asssasssaasss=s=s
N• 1 - <-- -VS - -- 165
Grade 200--- V2 - - -> v-- -V4 - - 60
OIL 90--- V3 - - -v N= 1
s=MSaaassa=s=a==s (1 1> sa=s====s=
Date of Counts: 1 1 1
1990 1 V7 V9 1 X STOP
Time Period: 1 1 1 1 YIELD
AM PEAK: 1 75 451
Approach Speed: Minor Street: Grade
35 65th AVE 0%
PHF:
Population: 5000000
Movement no. 1 2 1 3
Volume (vph) 1 200 1 90 1
STEP 1 : RT From Minor Street
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, On
STEP 2 : LT From Major Street
STEP 3 : LT From Minor Street 1 < - V7
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
/ 9 8 4, 9weiAs7 -4•i P644
LOCATION:6450 SOUTHCENTER 1NAME:65th AVE / CC. t+lLVO � ia.sru�b �y�.w�
3 .. t
ssss ==MSSass=== =a = Ms==s
< ■■- VS ■■■
- -- V2 - - -> v-- -V4 - -- 66
- -- V3 - - -v .
=s=asa=saa=ss=sss (1 1> mums== ==
1 1 1 1
1 V7 V9 1
1 1 1 1
1 83 501
ssassMS=sssssasa=sss= assaasassa =a =ssa Massa = =a=sass::s=asa=s=ssssas =MSS. =ssas ==
1 4 1 5 1 7 1 9
60 1 165 1 75 1 45 1
Vol(pcph),see Table 10.11XXXXXXXXIXXXXXXXXI 66 1XX)00000(1 83 1
1 / -> V9
50 1
a s as a s s a a s a s s a - - as 5 =_= a - = a * 5 s 5 ........ a s M a = = = a = s a = = 5 = a = = s = M * s a s = = = = = = = s = = = = = = = =
ss as = =s =s = = = = = = = = == =ass= = = =ass = = =s===ass =s =sa====s=s ===
1 1/2 V3+V2= 45 + 200 = 245 vph(Vc9)
1 Tc= 5 secs (Tab.10.2)
1 Cp9= 937 pcph (Fi9.10.3)
1 Cm9=Cp9= 937 pcph
El===== .s =* = = =*s s == = =MO= ..5 = a ======= ..... 5 = = = = = 5a 5 = = * = s a *sas.... = _=sass = = = = _ 5 5 =
1 v -- V4
s_ass um= s=a =5 =mama saas 555 =5: =5= =a= =s =555=a=ss =s===ass = =sas=s= ==sas=s = ==
Conflicting Flows, Vc 1 V3 +V2= 90 + 200 = 290 vph(Vc4)
Critical Gap, Tc 1 Tc= 4.5 secs (Tab.10.2)
Potential Capacity, Cp 1 Cp4= 1000 pcph (Fi9.10.3)
% of Cp utilized and Impedance Factor 1 (V4 /Cp4)x100= 6.6% P4= .96
Actual Capacity, Cm (Fig.10.5) 1 Cm4 =Cp4= 1000 pcph
=MR= .Ms =a = = s ass s a * aas = s s a a s =M = _========== = =a == s s =5 5 = s = 5 a =M 55a ass===== = = =
5 =a=aassssss=sss= =s= ass== sass = = = =s =555 *ass =a = =a= =as55 =a55assass =sea = =s =a==m = = =s
1/2 V3 +V2 +V5 +V4=
45 + 200 + 165 + 60 - 470 vph(Vc7)
Tc= 6 secs (Tab.10.2)
Cpl= 573 pcph (Fig.10.3)
Cm7=Cp7xP4= 573 x .96 = 550 pcph
5= as= sass sa 111 11M * ss=a s=sa ssa = s=== ====== = == sa=ss =sassaa = = = s =====
SHARED LANE CAPACITY SH = (V7+V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared
CR CR LOS LOS
MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-:V) (CSH - V) CM CSH
sa s5 s=ss=asaaa== as=sssssa==asss a sarias ::sas=s=sasaasaas.a=s==ss =___s=ass =s ==
7 83 550 467 A
9 50 937 887 A
4 66 1000 934 A
.. , _ P/"7 P -e
198 �`�``o%"��,•�T �'
NAME : r'5 t h AVE / S.C. BLVD (E,nscor ebiANN
LOCAT I ON s 6450 SOUTHCENTER
HOURLY VOLUMES VOLUMES IN PCPH
N
Major str•etsS.C. BLVD v
.■.._.._== ■aaa = ==■..■._=. = = =s==.==a =.==
N. - <-- -V5 - -- 170
Gra • 205--- 4.02 - - -> v-- -V4 - - 35
0 60--- V3 - - -v Na 1
a.= s=a=a.=a=..=s (I I> __.=..=s==
Dat of Counts_ I 1 1
199 1 V7 V9 1 X STOP
Tim Periods 1 1 I 1 YIELD
PM K 1 115 901
App oach Speeds Minor Street: Grade
35 65th AVE 0%
PHF:
Pop lation: 5000000
Mass..=. =a= = ■. ==a
= 1111 = s =_ . a =_ = a ■ =a = a = _ a s ss s = = s a a a a = ■ == = _ _ = a a = a= a s = = s a a a s = _ _ _ a = == = _ _ s a = a s =
VOL E ADJUSTMENTS
Mov •nt no. I 2 I 3
Vol me (vph)
Con
Cri
Pot
Act
1 205 1
pcph),see Table 10.1IXXXXXXXXIXXXXXXXXI 39 IXXXXXXXXI 127 I 99
Vol
:am
STE 1 : RT From Minor
=.a = =s = =ssss =aas = = =_ = =s== =as====_ ■= =sas_= = ==s == =■__sssssa===== =s==
licting Flows, Vc
ical Gap, Tc
ntial Capacity, Cp
al Capacity, Cm
==a = =__aaa.= =_ ===a = == =_s_=_ = =s
STE 2 : LT From Major Street
Street I / -> V9
__ =_ = _____ =sass.== ==s == =s==ass= = = = = =s_s====== =s= ==
= = = =sas=s =_ ==s== ==
v -- V4
=== a = == a =_ =UM= = a a = _ _ _ _ = a _ _ = ======== a s = a = _ _ ======================== _ =ass =======
Con licting Flows, Vc I V3 +V2= 60 + 205 = 265 vph(Vc4)
Cri ical Gap, Tc I Tc= 4.5 secs (Tab.10.2)
Pot ntial Capacity, Cp I Cp4= 1000 pcph (Fig.10.3)
% o Cp utilized and Impedance Factor I (V4 /Cp4)x100= 3.9% P4= .98
Actual Capacity, Cm (Fig.10.5) 1 Cm4 =Cp4= 1000 pcph
=s= =aaa= =a= ==sa=ss == =asaa =ssaasa =sas = =a =_sa. =as= sass =s== = = = =a = =s =sss ssaMaas ==s
STEP 3 s LT From Minor Street 1 < -\ V7
=s
mom a_sss =a =s==s=as__a ass=sa== = =_ = =s = =a = =a =as = = = = = = = = = =s =a =s as
Conflicting Flows, Vc 11/2 V3 +V2 +V5 +V4=
1 30 + 205 + 170 + 35 =
tical Gap, Tc I Tc= 6 secs (Tab.10.2)
ential Capacity, Cp I Cpl= 595 pcph (Fi9.10.3)
ual Capacity, Cm 1 Cm7=Cp7xP4= 595 x .98 = 583 pcph
Cr i
Po
Ac
a=
=================== = _ _ =s0========
S - RED LANE CAPACITY SH = (V7+V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared
CR CR LOS LOS
M' EMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH -V) CM CSH
7 127 583 456
9 99 947 848
4 39 1000 961
(---V5---
---V2---> v-- -V4 - -- 39
--- V3 - - -v
(1 1> ■==aasa==
1 1 I
V7 V9 1
I I 1
127 991
4 1 3 1 7 1 9
60 I 35 I 170 1 115 1 90 I
11/2 V3+V2= 30 + 205 = 235 vph(Vc9)
1 Tc= 5 secs (Tab.10.2)
I Cp9= 947 pcph (Fig.10.3)
I Cm9=Cp9= 947 pcph
440 vph(Vc7)
A
A
A
LOCATIONs6430 SOUTHCENTER INAMEID**4Y / 65th AVE
_______________________ =-------------------------------------------------------
HOURLY VOLUMES VOLUMES IN PCPH
Manor streets65th AVE
a. saas.. s..ss.ss..s..s.a......s..saas..
Na 1
Grade 115--- V2 - - ->
0% 0--- V3 - - -v
a..s.a..sasss..s. <1
Date of Counts: I I 1
1990 1 V7 V9 1 X STOP
Time Periods 1 I 1 1 YIELD
AM PEA% 1 0 l:
Approach Speed: Minor Street: Grade
35 6450 DRVWY 0/.
PHFI
Population: 5000000
VOLUME ADJUSTMENTS
Movement no. 1 2 1
Volume (vph)
STEP 1 : RT From Minor Street 1
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
a s. as a . sass a a sa sss. .a --------------- = x = =
STEP 2 : LT From Major Street
= = = = 222 .sss s=ass s s sa 2 = s. .. _ =ssss . s = = = = = =
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
% of Cp utilized and Impedance Factor
Actual Capacity, Cm (Fig.10.5)
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
<N
<-- -VS - -- 100
v-- -V4 - -- 50
Num 1
1) sasssssssa
19 c4 :si - 4 /7d 4 .
s s .a s ..a •.ssss . s a a sass .sa s . s. a saa a a s a
--- V2 - - -> v-- -V4 - --
---V3---v
a s . s .ssas .. s s a. .a
< -- - --
(1 1>
1 1 1 1
1 V7 V9 I
1 1 1 1
1 0 11
a. a s s ss a ss . s a s s s -- sa a -- s a as s a s s s s . a a. a . a a s - s. s a 2 2222 22 . 2 s
55
3 1 4 1 5 1 7 1 9 1
50 1 100 1 0 1
Vol(pcph),see Table 10.1IXX)OO XXXIXXXXXXXXI 55 1)OCXXXXXXI 0 1 1 1
s s. 2 s s s = = = s. s a = = = = = = = a s a = = x .a a = = = a = = = a a s = = = = a s . s a = = = a a a s = x2= = = _ = = _ = a =sass = = = = = =
/ -> V9
a s. s ----- = iii .a s s a ---------- = =s sss = =
1 1/2 V3 +V2= 0 + 115 = 115 v.ph(Vc9)
I Tc= 5 secs (Tab.10.2)
1 Cp9= 1000 pcph (Fig.10.3)
1 Cm9 =Cp9= 1000 pcph
3711111i=== ------ = = = s s.= = = =
1 v -- V4
1 V3+V2= 0 + 115 = 115 vph(Vc4)
1 Tc= 4.5 secs (Tab.10.2)
1 Cp4= 1000 pcph (Fig.10.3)
1 (V4 /Cp4)x100= 5.5% P4= .97
Cm4 =Cp4= 1000 pcp
s assaas .as.ssassssssssas.a.s..ssssasa. ==.ssas-- sss= ===sssssa=s. sus sssssssss := ==
STEP 3 : LT From Minor Street 1 < -\ V7
=================== a as s sa . = = __ =sax = = = = a
----- Mi . .s s a ..aa. s. s = a s = ========== == ========= •
1/2 V3 +V2 +V5 +V4=
0 + 115 + 100 + 50 = 265 vph(Vc7)
Tc= 6 secs (Tab.10.2)
Cp7s 737 pcph (Fig.10.3)
Cm7sCp7xP440 737 x .97 = 715 pcph
!sass. . s. .a a saa .a .a sa a. a sa ! a i m s sss .. as . a s s.:: a s as s a s s a a a. sss a= ===== a a s .sass: a s 7
SHARED LANE CAPACITY SH - (V7+V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared
CR CR LOS LOS
MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM (CSH - V) CM CSH
s= ssss sssa.ssaas.a.ssssaa.sas..sssss. sss. ssss.* ass.s..sassa.sasasas.as.ssssas
7 0 715 1000 715 999 A
9 1 1000 1000 999 999 A
4 55 1000 945 A
A
A
iygG r%^/ /��.4
•
LOCAT I CN s 6450 SOUTHCENTER 1 NAME i OIlVWY / 65thu1 JE
------- - - - - -- - -- - -- -- - - - - -
--------------------------------------
HOURLY VOLUMES VOLUMES IN PCPH
(N
Major street,65th AVE
........ 5555... ■.. ■■■i■ ■ ...............
Na 1
Grade 155--- V2 - - -)
0% O--- V3 - - -v
=s2=aa..a2......2 (1
Date of Counts, 1 1
(-- -V5 - -- 95
v-- -V4 - -- 0
N= 1
1> 2sss =ssss.
1 1
1990 I V7 V9 I X STOP
Time Period, 1 I 1 1 YIELD
PM PEAK 1 0 501
Approach Speed: Minor Street: Grade
35 6450 DRVWY 0%
PHF:
Population: 5000000
VOLUME ADJUSTMENTS
Movement no.
I 2 1
Volume (vph) 1 155 1
Vol(pcph),see Table 10.1IXXXXXXXXIXXXXXXXXI
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
STEP 2 : LT From Major Street
Conflicting Flows, Vc
==== _ = -----
== ----- = = a = aa2 s sa .--------- = s . a a = - = s : : ::
Conflicting Flows, Vc
Critical Gap, Tc
Potential Capacity, Cp
% of Cp utilized and Impedance Factor
Actual Capacity, Cm (Fig.10.5)
Critical Gap, Tc
Potential Capacity, Cp
Actual Capacity, Cm
. ■ 5 = .2 ■ 2 a=. _ = 22= 2 = _ __ _ _ = a a . ■ = 2 = _ _ _ = a .
--- V2 - - -> v-- -V4 - --
--- V3 - - -v
( ■- -A ■■■
..a... =..s =s.2.s. (1 1) .=.as..a.
1 1 1 1
1 V7 V9 1
1 1 1 1
1 0 551
=== _ _ _ _ _ ======
3 1 4 1 5 1 7 1 9
0 1)0000)00(1
STEP 1 : RT From Minor Street 1 • / -> V9
0 1 0 1 95 1 0 1 50 1
0 1 55 1
= ----- = = =_ . . a = : a a = - s 2 a a = a = = = = = = = =ass = a = : ------ a a : = s= s a a = . a a . a a a a . . s a . = = = = z a
1 1/2 V3+V2= 0 + 155 = 155 vph(Vc9)
1 Tc= 5 secs (Tab.10.2)
1 Cp9= 1000 pcph (Fig.10.3)
1 Cm9 =Cp9= 1000 pcph
==== --a s a : .s ===========
0
_ _ =
1 v -- V4
a ssss a== =saaass =ss =sa = =sa =::aa:a:sa.s ==
1 V3+V2= 0 + 155 ■ 155 vph(Vc4)
1 Tc= 4.5 secs (Tab.10.2)
I Cp4= 1000 pcph (Fig.10.3)
1 (V4 /Cp4)x100a 0% P4= 1
Cm4 =Cp4= 1000 pcph
ss s..a =.sssasssss.2a.ssss. =ris=es. sass a. s=.= s.a s =ass=ssssssasasasss22sas = =.ss ==
STEP 3 : LT From Minor Street 1 < -\ V7
:= sass =a sass.sss :=ssss = =ssss:. = mum s = = =s =:s:s= =ssss =ssssas:ssss.5 ass = == = == = ==
1/2 V3+V2+V5+V4=
0 + 155 + 95 + 0 = 250 vph(Vc7)
Tc= 6 secs (Tab.10.2)
Cpl= 750 pcph (Fig.10.3)
Cm7=Cp7xP4= 750 x 1 = 750 pcph
==============M0==== == a== .2 2 =a2 =.2 22 2.= =a =.2a = 5525= .2= __ . _ __ ==
SHARED LANE CAPACITY SH = (V7+V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared
CR CR LOS LOS
MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH -V) CM CSH
= s.sss=...ssss== =s2=ss2s=2ass.s• ssss.= 5s. s■=.s a =.=.a.=22s=.a..a.=222s=.as.s.s.
7 0 750 1000 750 945 A A
9 55 1000 1000 945 945 A A
4 0 1000 1000 A
•
cr-
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
433 -1800
Gary L VanDusen, Mayor
CITY OF TUKWILA
NOTICE OF PUBLIC HEARING AND MEETING OF THE /
TUKWILA BOARD OF ADJUSTMENT C
NOTICE IS HEREBY GIVEN that the Tukwila Board of Adjustment has fixed the
2nd day of January, 1986, at 7:00 p.m., in Conference Room 3 of Tukwila
City Hall, 6200 Southcenter Boulevard, Tukwila, Washington, as the time and
place for:
Public Hearing
The Tecton Development orpo
Cration'is requesting a variance from TMC
18.56.040(4)(C) which requires internal access for all parking spaces
without reentering public streets,for a proposed office building at 6540
Southcenter Boulevard and the intersection of 65th Avenue South.
Other Business
i. Review of Board of Adjustment By -Laws.
Any and all interested persons are invited to attend.
Published: Record Chronicle, December 22,1985
Distribution: Mayor, City Clerk, Property Owners /Applicants, Adjacent
Property Owners, File
OCT
f'GWt•:l: t)E A'1" i'URNEY
\LEO 519851
f pi pr�\i:IN DEPT
REC•'DING NO. 81 -10 -01 -0722
OCT i
Know all men by these presents: That I, RAYMOND A. FEICHTMEIR, have
made, constituted and appointed, and by these presents do make, constitute
and 'appoint KURT CEICHTMEIR my true and lawful attorney for me and in my
name, place, and stead; and for my use and benefit, to ask, demand, sue for,
recover, collect and receive all such sums of money, debts, dues, accounts,
legacies, bequests, interests, dividends,.annuitites and demands whatsoever
as are now or shall hereafter become due, owing, payable or belonging to
me, and have use and take all lawful ways and means in my name or otherwise
for the recovery thereof, by attachments, arrests, or otherwise and to com-
promise and agree for the same, and acquittances, or other sufficient discharges
i_oi the same, for me, and in my name, to make, seal and deliver, to bargain,
contract, agree: for, purchase, receive and take hereditaments and accept the
seizir: and possession of all lands and all deeds and other assurances, in
the la%, nceret, :Ind to lease, let, demise, bargain, 'sell, remise, release,
convey, n ,,:;d hypothecate lands, tenements and hereditaments upon such
term:. . oncli t t.•r.s, and udder :;u,:h terms and conditions, and under such
nc• shall think fit. Also, to bargain and agree for , buy,
sell mortgage, hypothecate and in any and every way and mans r deal in and
with goods, wares, and merchandise, choses in action and other property
in possession or in action, and to make, do, and transact all and every
kind of business of what nature or kind so ever, and also for me and in my
name, and as my act and deed, to sign, seal, endorse, execute, deliver and
acknowledge such deeds, leases and assignment of leases, covenants, indentures,
agreements, mortgages, hypothecations, bottomries, charterparties, bills of
lading, bills, bonds, notes, receipts, checks, assignments, evidences of
debts, releases and satisfaction of mortgage, judgments and other debts,
and such other instruments in writing of whatever kind and nature as may be
necessary or proper in the premises.
Giving and granting unto my said attorney full power and authority
to do and perform all and every act and thing whatsoever requisite and
necessary to be done in and about the premises, as fully to all intents
and purposes as I might or could do if personally present with full power of
substitution or revocation, hereby ratifying and confirming all that my
said attorney, or his substitute or substitutes shall lawfully do or cause
to be done by virtue of these presents.
Dated this : yti, day of>:::,'T - , 1981.
:/ . .� ✓fi
STATE c_)t- ;i iIlll:;'i ±h
), ss.
County of King
/e/r/ , before me, the undersigned, a Notary
Public_ it , and for said State, personally appeared RAYMOND A. FEICHTMEIR,
known to me t.c, be the person whose name is subscribed to the within
instrument and acknowledged that he executed the same.
WITNESS my hand and official seal,.
4 t. Lt.4 r4.-/
• )
- „ T
'CITY OF TUI&ILA
Central Permit System
MASTER LAND DEVELOPMENT APPLICATION FORM
PLEASE WRITE LEGIBLY OR TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE
ACCEPTED FOR PROCESSING.
SECTION I: GENERAL DATA
TYPE OF APPLICATION: O BStP
2) PROP. OWNER: NAME
0 CONDITIONAL
USE
SECTION II: PROJECT INFORMATION
PROJECT STATISTICS:
0 SHORT
PLAT
0 SUBDIVISION
D UNCLASS.
USE
DATE — 5 - 6 "'
3UJSCR I FEi) AND SWORN BEFORE M
THIS l— DAY OF � J(�7�f.1 _ ! 'A , 19 ,QS.
Ncyrikr:yi pue-.. i': I N AND FOR THE STATE OF WASHINGTON
RESIDING AT -y c / G am .
`/Or
VARIANCE
over partially underground parking
SHORELINE
PERMIT
3) PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK)
6450 Southcenter Blvd. Corner of 65th Ave. South
ANTICIPATED PERIOD OF CONSTRUCTION: FROM Spring 86 TOFall 86
6) WILL PROJECT BE DEVELOPED IN PHASES? DYES [] NO IF YES, DESCRIBE:
A) ACREAGE OF PROJECT SITE: NET GROSS1 - 22
D CHG. OF
ZONING
TELEPHONE
)1\1 S 1,46 i' n q'c' `
r " .0 1985
p ^.Nr ?NG DEPT.
PRD G PMUD
COMP. PLAN
AMENDMENT
Kurt Feichtmeir
1 APPLICANT: NAME ThR TPntnn T) vp1 npmPnt Corp TELEPHONE (206 ) 241 -2111
ADDRESS 16000 Christensen ,Road, Tukwila zip98188
ADDRESS ZIP
BAR
OINTERURBAN
DESCR BRIEFLY THE PROJECT YOU PROPOSE Approx. 33,600 .s. f. of office space
EASEMENTS ()
B) FLOORS OF CONSTRUCTION: TOTALliFLOORS / INCLUDES: BASEMENT D MEZZANINE
TOTAL GROSS 5 X15 INCLUDES: AD BASEMENT D MEZZANINE
FLOOR AREA
SITE UTILIZATION: EXISTING PROPOSED NOTES
ZONING DESIGNATION PO PO no change
COMP. PLAN DESIGNATION PO PO
BUILDING FOOTPRINT AREA 0 0 15.220 0
LANDSCAPE AREA 0 0 12,950 0
PAVING AREA 0 0 50,8'10 0
TOTAL PARKING STALLS:
- STANDARD S r'ZE 0 64
- COMPACT SIZE 0 45
- HANDICAPPED SIZE 0 4
TOTAL LOADING SPACES 0 1
AVER. SLOPE OF PARKING AREA 4%
AVER. SLOPE OF SITE 6o
IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE
MAP? ❑ YES ®NO
SECTION I11: APPLICANT'S AFFIDAVIT f� - T � �o
i . \ e �-r ` ( r C '1 �Yp �C�] B EING DULY SWORN, DECLARE THAT I AM THE
CONTRACT PURCHASER OR OWNER OF THE PROPERTY INVOLVED IN THIS APPLICATION AND THAT THE FORE-
GOING STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN
ALL RESPECTS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
RE F ON
7- CT PU C SER OR OWNER)
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