18-105878PUBLIC WORKS DEPARTMENT
CITY OF 33325 Bch Avenue South
Federal Way253 Federal Way WA 98003 6325
01Mk-835-2700;Fax 253-835-2709
Centered on Opportunity wWw, ilvt�liid�r.�lw:1 .4u�
CAPA CITY RESER VE CERTIFICATE (CRC)
This CONCURRENCY DETERMINATION is made this 17"' day o Ja+uea+ 2019 by the City of Federal Way
(COFW), a political subdivision of the State of Washington (hereinafter called the "City").
WHEREAS, the developer intends to develop the property described as Confluent Depel�+uent reviewed
under City file CN Number(s)18-105878-00-CIV (hereinafter called the "development"); and
WHEREAS, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development
approval if the development causes the level of service on a transportation facility to decline below the standards
adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of
the development are made concurrent with the development; and
WHEREAS, the City adopted its comprehensive plan in November 1995; and
WHEREAS, Chapter 19 of the COFW Revised Code was amended by the creation of Chapter 19.90
Division III on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and
NOW, THEREFORE, a concurrency certificate is issued for the development of 4,004 SF Cofl° e Slum
and Credit, Union based on the facts and conditions set forth herein.
Development Parameters crp
This CONCURRENCY DETERMINATION is based on the following development:
Development type: Coffee Shop with Drive-Thru and Credit Union
Development size: 4,004 SF (2,194 SF Coffee Shop; 1,810 SF Bank)
Property address: 33650 21 Ave SW
Federal Way, WA 98003
Parcel No. (s): 930100-0020
Number of New PM Peak Hour Vehicles Trips Generated: 25
Validity of Coneurrency Determination
'Phis CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval
consistent with the development parameters and the City file number contained within this certificate.
If the development is changed, expired, cancelled or withdrawn, it will be subjected to reevaluation
for concurrency purposes.
Terms of the Capacity Reserve Certificate
This CAPACITY RESERVE CERTIFICATE is valid until the underlying development permit
expires, is withdrawn or cancelled, whichever occurs first.
Approved By + Date: 0 / Ay Z o 15"
Printed Name: Richard A. Perez, P.E Title: City Traffic Engineer
i .y
CITY OF
Federal Way
centere[a w opportt m ey
APPLICATION (NO(S):
Project Name
Property Address/Location
Parcel Number(s)
Project Description
CITYWIDE CONCURRENCY TEST SUMMARY
Public Works Department
33325 8th Avenue South
Federal Way WA 98003-6325
253-835-2'1)03 1:.ix 253-835-2609
www uityuffederalway coin
18-105878-CN Date: January 13, 2019
Confluent Development
33650 21 Ave SW
930100 0020
Tenant improvernentichan a of use from Bank to Coffee Shop and credit union
Based on the traffic distribution, intersections impacted by at least one or more evening peak hour trips were analyzed for meeting concurrcncy LOS standards
(vdc less than 1.2 for signalized and 1.0 for unsignalized) consistent with the City of Federal Way Transportation Concurrency Management code as described
in FWRC 19,90.
Table 1 below shows a summary of the LOS analysis for the study intersections with V/C ratio above 0-70 at the anticipated build -out year. Where a
performance measure does not apply to the entire intersection, the table shows the measure for the worst movement of the intersection. For all other study
intersections and detailed LOS calculation, please contact the Public WorksTraffic Division.
Now: Anv changes to the development praiccc that rea uire addiiinnol rcrleyv will he hilted on aft houriv haxiv.
Table 1: Concurrency Level of Service (LOS)
Intersection
2019 Background
LOS
2019 With Project
LOS
Conditions
Standard
Met?
Conditions
' Standard
met?
ID
I Zone
.North -South Street East-West Street
V/C
V/C
251
�_»Pacific
[ hvy S �.S 276 St
_
0.74
; V .
0.74
Y
^
451
'Pacific Hwy S AV S
Pacific HwS »T �S 288 St ~ v - -
f 0.5
V
�V_
-
0.75
Y _
--
1050
-?
0.94
_
0.94 4-
V
1648
1650
II PI S 'S Dash Paint Rd
' Redondo W S IS Dash Point Rd
0.72
0.84
-
w.B
V
0.72
0.84
}
Y -
1651
Pacific H� S S Dash Point Rd
0.87
0,77.
4'
11
0.87
0.77
1
_V
1839
SW Dash Point Rd _ SW 301 St _ _ _
--..
0.72
1935
; B AV SW SW Dash Point Rd
-_V
0.72
1
2051
iPacific HS S 304 St
0-76
Y.wv
2250
2532� -
* .
�
t Pacific Hwy S 308 St
tSW Dash Point Rd-- -SSW 3l2 St _
� �--
" -� S_312
0.78
0.95
V: - -
Y
0.78
0.95
~0.81
Y . -
Y
0.81
0.90
0.80
Y -
Y
Y
2545
2546
1�8 A St
8 AV S S 312 St vY
_0.991
0.80
.. l'
Y _
2628
21 AV SW SW Dash Point Rd
Y
3028
21 AV SW :SW 320 St
I AV S--- St
0.80
0.7_9
V
0,80
0.79
Y
w SJ »^
3046
--.320
8 AV S r 'S 320 St
0.78�
-
-_Y.._.
0.78
Y. »
»J...»
3640»
_
1 AV S »µ tSW 330 St
0.70
Y
0.70�r
L
4028
'21 AV SW IS W Carus Dr
074
1
0.75
» V
4840-�
11 Av S 'S 348 St
--,---45
0.79
i'
-0.7�
Y�
4846
- -
4848
9 S _ 348 St
.. .1.. r - -._..
Pacific F1 S - S 348 St
0.76
0.87
1'
•---.. ._..
Y
0-87
-
4850
Av S !SR 18
1-05
1
1,05
V
5228
I
116
:21 AV SW SW 356 St
0.87
0.80
0.79
V
1
5 Y
L
0.87
-0.80
I
5240
w
1 Av S _ S.356 St_ -
0.79
Y
» _Y
5246
� �
�.P.acific Hwy 5 _ S 356 St
5251
[Enchanted Pkwy S IS 356 St�
0.79
1
0.79
lf-
All intersections met the City or Federal Way LOS standards:
Concurrency Test Result:
if "Fail", identify intersections and possible mitigation.
hor ytafl I,sr(3nly:
Passed: 3� Fail:
Concurrency Test performed by: Sarady Lon Date
L:\DEPT\PW\TRA\Concurrency\2018 CN Project\18-105878-CN_Confluent Development\HCM LOS REPO RT_Confluent 1/1
.I S
01
CITY OF Public Works Department
Fe d e ra I Wad 33325 Sth Avenue South
s* Federal Way WA 98003-6325
253-835-2700; Fax 253-835-2609
Centered on Opportunity w,v.cityoli de .:I„:,CiAll
-
CITY CENTER CONCURRENCY TEST SUMMARY
APPLICATION (NO(S):
Project Name
Property Address/Location
Parcel Number(s)
Project Description
18-105878-CN
Date: January 13, 2019
_Confluent Development
33650 21 Ave SW
930100 0020
Tenant improvement/change of use from Bank to Coffee Shop and credit union
Based on the traffic distribution, intersections impacted by at least one or more evening peak hour trips were analyzed for meeting concurrency LOS
standards (v/c less than 1.1) consistent with the City of Federal Way Transportation Concurrency Management code as described in FWRC 19.90.
'Cable I below shows a summary of the LOS analysis for the study intersections with V/C ratio at the anticipated build -out year. For all other study
intersections and detailed LOS calculation, please contact the Public Works Traffic Division.
Nnie: Ins• chnnees io the development l2raiccl that rcnuire additional review will he hilled_an nn hourly basis.
Table 1: City Center Zone Coneurrency Level of Service (LOS)
Intersection
2019 Background
LOS
2019 With Project
LOS
Conditions
Standard
Met?
Conditions
Standard
Met?
ID Zone lNorth-South Street iEast-West Street
V/C
V/C
2549 C_C Av S ;S 312 St
0.48
0.48
_:14 _ _
255_L CCPacific Hwy S 1S 312 St
W 0.93
0.93 r
�.
2552 I CC '20 Av S _ 'S 3l2_St
.__.._.._.l. ---
-i23
0.38
.__
0.38 »»-
_ 0.44
:2554 1 CC Av S :S 312 St
_ _ 0.44
_ _
'2652 CC =20 Av S �:S 314 St
0.28
_ 0.28
0.24
T
'2654 i -CC j23 Av S ;S 314 St - -
0.24^
:2750 j CC 1, Pacific ;S 316 St w_x
0.77
-0.53
_[!nS
2752 jCC ;20 Av S tS 3�t
_
0.53
-_ 0.36 _
0.65 -
��-
'2754 CC 23 Av S _ ;5 316 5l _
............... - W
- 0.36
:2855C_C :23 Av S ?S 317 St
0.65
_M
.3048 ! 11 PIS IS 320 St
_
-
0.95 _
- W 0.95
_CC
.3050�-C_ 'Pacific Hwy S JIS 320 St
0.81.._.
0.81
0.74
0.90...
_C_
3052� _ CC20 Av S IS 320 St
0.74
3055 CC 23 AvS 320 St
0.90 _ ..
.S
3056 CC_ Gatew2yBlvd S � 320 St �
0.74+w
0.74
_�. » »w
'305-C-C SB Ram IS 320 St
0.72�_
0.72
_}h5
'3255 CC '23rd Ave S lS 322nd St
.__ 0.24
0.24
3348 CC ill PI S 5 324 St
0.28
0.28
0.84
3350 CC Pacific Hwy S S 324 St
0.84
CC Average v/c Ratio =
0.59
Y
0.59
Y
All signalized City Center intersections met LOS standards:
urrency Test Result:
If "Fail", identify intersections and possible mitigation:
Test performed by: Sarady Long
I+or Staff Use Only:
Ycs Ycs
Passed: CE(W- Fail:
Date
L:\DEPT\PW\TRA\Concurrency\2018 CN Project\18-105878-CN_Confluent Development\HCM LOS REPORT_ Confluent 1/1