19-100245RECEIVED
JAN 14 2019
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
PUBLIC WORKS DEPARTMENT
33325 8'4 Avenue South
Federal Way WA 98003-6325
253-835-2700;Pax 253-835-2709
www.0yoffederalway.com
2019 TRAFFIC CONCURRENCY REVIEW APPLICATION
APPLICATION NO(s) / I —. z o o c 7 5 Date / C
Project Name Bridge Point 1-5 Industrial Park C-T 12j4 k
Property Address/Location 80 5th Ave, Milton, WA
Parcel Number(s) 3221049153, 3221049162, 3221049151
Project Description Proposed project includes the development of four industrial buildings
PROPERTY OWNER
Name: Land Lloyd Development Inc
Phone/Fax:
City/State/Zip:
Address:
P.O. Box 3889
Federal Way, WA 98063
oZG�G,••'l�� v�/G sa7�
Email: /`C Zit%. C_i�rn --Cell:
Signature: —
- e,�6
APPLICANT flf different than 0wri er]
Name: Spencer Mayes
Phone/Fax: (425) 533-1360
City/State/Zip:
Bellevue, WA 98004
Cell: (425) 533-1360
Address:
10900 NE 4th St., Suite 2300
Email: smayes@bddgedev.eo
Signature:
_
Type of Development permit to be
❑ Commercial ❑ Multifamily (MF) ❑ Subdivision
❑ Single Family (SF) N None (Feasibility only) ❑ Other -
Approval for City to perform Concurrency analysis: N Yes ❑ No
❑ Short Subdivision
If NO: Applicant's Traffic Engineer must perform Concurrency analysis consistent with City procedures; however, the
application fee remains the same.
TWA
R3TR Malin Inramul lon►PW Cnncummy Appli allon Rev. Jan2019,dac
Required Information — Application is incomplete and will be returned if not tilled out.
Gross Square Feet (Commercial) Existi
Proposed 1,965,000 SF
Number of Dwelling Units f;xislin Pri3poied—
'TRMT—RFUrivers
Number of Employees f ;xistin ad ace si Proposed
Parcel size (acres or square footage) Existing 112 ACreS Proposed
Has the property previously been reviewed for concurrency? Yes No X
If yes, date of original application Concurrency Permit No:
Is this an amendment to an existing Concurrency Certificate? Yes No X
Will the project be phased? Yes
Development Build -Out Year Phase 11,030,000 Q3 2023, Phase II 935,000 Q4 2024
Note: Commercial subdivisions and other projects constructed in phases shall be evaluated for concurrency us each phase Is submitted
for applicable development pernnils.
• Once line concurrency test result has been determined, any changes to the development project require additional review will be
billed on an hourly bnsls.
Estimated Number of New Trip Generated by Project per Pre -application Summary:
If the applicant's engineer has prepared a trip generation analysis, please provide the following. If not, staff will calculate
the trip generation based on the above information.
Existing PM Peak Hour Trips (if applicable)
Proposed PM Peak Hour Trips
Net New PM Peak Hour Trips
3d/
367
CON CURRENCY TEST EXPIRATIOM JEIMRC 19,r111
■ A Concurrency Reserve Certificate (CRC) is valid untifthe underlying development permit expires, is withdrawn or
cancelled, whichever occurs titst. 1n that case, a new concurrency application would be required.
• A Concurrency Reserve Certificate is valid only for the specific development approval consistent with the
development parameters and City file number within the CRC issued.
A Concurrency Reserve Certificate (CRC) runs with the land, and cannot be transferred to a different parcel.
i have read the above information regarding expiration deadlines. i further understand that issuance of a concurrency certificate is
not a guarantee that the City will issue a development permit or building permit.
Property Owner/Ages ignature Date
SUBMITTAL nEQujRCMENTS — STAFF USt ONLY
Permit Subinittal: The following items are required for all applications:
❑ Completed and signed Concurrency Application
❑ Concurrency Application Fee paid (See Below)
Net New PM Peak Hour Trip Less than 10 11 - 50 51 - 500 Greater than 500+
2019 Application Fee $1,721.00 $4,938.00 $9,032.00 $14,479,00
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Lloyd's Site
Trip Generation Summary
ITE
Directional Distribution
Trips Generated
Land Use
Units
LUC 2
In
Out
Trip Rate
In
Out
Total
Weekday Daffy
Proposed Use:
Bldg. A: Warehouse
330,000 GFA
150
50%
50%
EQN
283
284
567
Bldg. B: Warehouse
480,000 GFA
150
50%
50%
EQN
402
402
804
Bldg. C: Warehouse
1,030,000 GFA
150
50%
50%
EQN
837
836
1,673
Bldg. D: Manufacturing
125,000 GFA
140
50%
50%
EQN
278
278
556
New Daily Trips :
1,800
1,800
3,600
Weekday AM Peak Hour
Proposed Use:
Bldg. A: Warehouse
330,000 GFA
150
77%
23%
EQN
50
15
65
Bldg. B: Warehouse
480,000 GFA
150
77%
23%
EQN
64
19
83
Bldg. C: Warehouse
1,030,000 GFA
150
77%
23%
EQN
115
34
149
Bldg. D: Manufacturing
125,000 GFA
140
77%
23%
0.62
60
18
78
New AM Peak Hour Trips =
289
86
375
Weekday PM Peak Hour
Proposed Use:
Bldg. A: Warehouse
330,000 GFA
150
27%
73%
EQN
18
49
67
Bldg. B: Warehouse
480,000 GFA
150
27%
73%
EQN
23
62
85
Bldg. C: Warehouse
1,030,000 GFA
150
27%
73%
EQN
41
110
151
Bldg, D: Manufacturing
125,000 GFA
140
31%
69%
0.67
26
58
84
New PM Peak Hour Trips - 108 279 387
Notes:
1. GFA = Gross Floor Area.
2. Land Use Code and trip rates based on ITE Trip Generation Manual, 10th Edition, 2017
3. Truck percentage based on ITE Trip Generation Handbook, 3rd Edition, 2017.
12/12/2018
VTENW
MEMORANDUM
DATE: January 4, 2019
TO: Rick Perez / Sarady Long
City of Federal Way
CC: City of Milton
FROM: Jeff Schramm
TENW
RECEIVED
JAN 14 2019
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
%OTENW
Transportation Engineering NorthWest
SUBJECT: Trip Generation Summary/Request for Speculative Traffic Modeling
Lloyd's Site - Milton, WA
TENW Proiect #5798
This memorandum documents the trip generation estimate and a request for a speculative traffic modeling run
for the proposed Lloyd's Site project in Milton, WA.
Project Description
The project site is located on the east side of Milton Road S, east of 1-5, and south of S 376rh Street. A
vicinity map of the surrounding area is shown in Attachment A. The project includes the development of four
industrial buildings including up to 1,840,000 square feet (SF) of warehouse building area and up to
125,000 SF of manufacturing building area. The land use and area of each building is shown in Table 1.
The existing site is vacant.
Table 1
Lloyd Site Milton Land Use Summary
Buildina Use Are❑ SF
Building A Warehousing 330,000 SF
Building B Warehousing 480,000 SF
Building Warehousing 1,030,000SF
Building D Manufacturing 125,000 SF
Primary vehicular access is proposed at three locations along Milton Road S. Project buildout is expected in
2021. A preliminary site plan concept is shown in Attachment B.
Transportation Planning I Design j Traffic Impact & Operations
11400 SE 8m Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747
Trip Generation Memo
Lloyd's Site Milton
Trip Generation
The trip generation estimate for the proposed Lloyd's Site Milton industrial development was based on
methodology documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual 1 Oih edition
for Land Use Code (LUC) 140 (Manufacturing) and 150 (Warehousing). Table 2 summarizes the total trip
generation estimate. A detailed trip generation calculation can be found in Attachment C.
Table 2
Trip Generation Summary (All Buildings)
Time Period
Pmspmaer
in
Vehicle
Out
Trios
Total
In
Truck Triips
Out
Total
Total Trip
Generation
In Out
Total
Daily
1,440
1,440
2,880
360
360
720
1,800
1,800
3,600
AM Peak Hour
231
68
299
58
18
76
289
86
375
PM Peak Hour
86
224
310
22
55
77
108
279
387
As shown in Table 2, the Lloyd's Site project is estimated to generate 3,600 new weekday daily trips with
375 new trips during the weekday AM peak hour (289 in, 86 out) and 387 new trips during the weekday
PM peak hour (108 in, 279 out).
This should provide you with the information needed to complete the speculative modeling run for the
proposed project. Please let us know the approximately time period in which we can expect to receive
results.
If you have any questions regarding the information presented in this memo, please call me at (206) 396-
8286 or email me at Schramm@tenw.com.
cc: Spenser Mayes — Bridge Development Partners, LLC
Dan Balmelli — Barghausen Consulting Engineers, Inc.
,Jeff Haynie, P.E. —TENW Principal
Attachments: A. Project Site Vicinity
B. Preliminary Site Plan
C. Trip Generation Calculation
I TENW January 4, 2019
Page 2
t
Trip Generation Memo
Attachment A: Project Site Vicinity
Trip Generation Memo
Lloyd's Site Milton
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Trip Generation Memo
Lloyd's Site Milton
ATTACHMENT C
Trip Generation Calculations
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