Boulder City Council · Document
Attachment A - Applicant Written Statement and Plan Set
Regular Meeting, September 3, 2026 · item 5B: Concept Plan Review and Comment for a proposal to expand the existing Xcel Energy service and operations facility at 2655 N. 63rd Street. Co… · 25 pages
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Attachment A - Applicant Written Statement and Plan Set
Attachment A - Applicant Written Statement and Plan Set
Attachment A - Applicant Written Statement and Plan Set
Attachment A - Applicant Written Statement and Plan Set
CONCEPT PLAN REVIEW XCEL - BOULDER SERVICE CENTER
PROJECT OVERVIEW
OWNER Public Service Co. of Colorado 414 Nicollet Mall, Minneapolis, MN 55401
Site Description: The existing Xcel Energy Boulder Service Center is a secure essential public utility facility that supports electric and natural gas operations for the Boulder Valley region. Developed in the early 1970s, the site currently supports approximately 92 employees, with future staffing expected to increase modestly. The facility operates during standard weekday business hours and has no public access.
1. Cover Sheet
Project Scope and Purpose: Xcel Energy proposes a phased redevelopment of the site to modernize aging infrastructure and ensure continued, reliable utility service. The project includes construction of new service and fleet buildings, demolition of obsolete structures, continued outdoor storage and fueling, utility and stormwater improvements, and site upgrades. The redevelopment maintains the existing use while improving operational efficiency and long‑term functionality of this essential facility.
9. Architectural Character Sketches
2. Project Overview 3. Context Map 4. Concept Plan 5. Phasing Plan 6. Landscape/Open Space Code Compliance Plan 7. Landscape Precedents 8. Architectural Character Sketches
ENTITLEMENTS Norris Design 1101 Bannock St, Denver, CO 80204
LANDSCAPE ARCHITECT Norris Design 1101 Bannock St, Denver, CO 80204
DEVELOPMENT CONSULTANT Ronan Design Group 9234 Eagle Cliff Rd Conifer, CO 80433
CIVIL ENGINEER Anderson & Hastings Consultants 7175 W Jefferson Ave Suite 4350 Lakewood, CO 80235
GEO-TECHNICAL ENGINEER Terracon 7175 W Jefferson Ave Suite 4350, Lakewood, CO 80235
ARCHITECT Barker Rinker Seacat 990 S Broadway Suite 222, Denver, CO 80209
VICINITY MAP
10. Architectural Character Sketches
VALMONT RD.
11. Architectural Character Sketches
63 RD ST.
VALMONT RD.
12. Architectural Character Sketches
RL
1/4
KOA LAKE
Y. W K P
M
DIUS RA
SHEET INDEX
E IL
SCOPE OF WORK
A PE
SITE
600’
1,200’
NORTH
VALMONT RESERVOIR
CENTRAL AVE. 63 RD ST.
0’
55 TH ST.
LEGGETT RESERVOIR
SCALE
CONCEPT PLAN REVIEW
Attachment A - Applicant Written Statement and Plan Set
HILLCREST RESERVOIR
2
Attachment A - Applicant Written Statement and Plan Set
CONTEXT MAP VIA MOBILITY SERVICES
WESTERN DISPOSAL
(I‑G)
(I‑G)
RAILROAD TRACKS
KOA LAKE (PUBLIC)
GERALD STAZIO BALLFIELDS (PUBLIC)
63RD ST.
R.
D STAZIO
SOUTH E BOULD
(PUBL
PUBLIC SERVICE CO OF COLORADO - XCEL (PROPOSED: I‑G)
PUBLIC SERVICE CO OF COLORADO - XCEL
R CRE
IC)
(UNINCORPORATED BOULDER COUNTY)
EK
LEGGETT RESERVOIR (PRIVATE)
STAZIO DR.
FLATIRON INDUSTRIAL PARK (I‑G)
GERALD STAZIO SOFTBALL FIELDS (PUBLIC)
63 R
D
0’
NORTH
50’
100’
ST .
200’
SCALE
CONCEPT PLAN REVIEW
3
Attachment A - Applicant Written Statement and Plan Set
CONCEPT PLAN
VIA MOBILITY SERVICES 63RD ST.
Existing Zoning:Unincorporated Boulder County Proposed Zoning:General Industrial Total Site Acreage: 13.8 Acre Total Building SF: 87,457 SF Building A SF: 32,611 SF Building B SF: 54,846 SF Total Storage Yard SF: 190,374 SF
GERALD STAZIO BALLFIELDS (5-7)
Total Passenger Vehicle Parking: 81 stalls
STORAGE YARD
Total Electric Vehicle Parking: 39 Stalls
2
30,166 SF
Total 15’x32’ Parking: 24 Stalls 1
Total 15’x60’ Parking: 17 Stalls Total Bicycle Parking: 17 Stalls 1
DETENTION POND
EAST ACCESS (GATED ENTRY) BUILDING A
2 PROPERTY LINE
32,611 SF
3 BIKE RACKS
8
5
4 LANDSCAPE BUFFER 5 10 FT PERIMITER FENCE
STORAGE YARD 160,208 SF
8 7 3
6 SOUTH ACCESS (GATED ENTRY)
1
7 STORAGE ACCESS (GATED ENTRY) 54,846 SF
4 6 2
0’ NORTH
125’
250’
63RD ST. 63RD ST.
BUILDING B
8 PROPOSED COVERED PARKING
STAZIO DR.
GERALD STAZIO BALLFIELDS (1-4)
SCALE
CONCEPT PLAN REVIEW
4
Attachment A - Applicant Written Statement and Plan Set
PHASING PLAN
VIA MOBILITY SERVICES
Phase 1: Construct a new Service Center (Building B) in the southeast parking lot
•
Complete detension pond and yard improvements
•
Demolish the existing Service Center after completion of the new facility
63RD ST.
•
GERALD STAZIO BALLFIELDS (5-7)
Phase 2: •
Construct a new Fleet Garage (Building A)
•
Demolish the existing Fleet Garage after completion of the new facility
STORAGE YARD
DETENTION POND
BUILDING A
PHASE 2 STORAGE YARD
PHASE 1 BUILDING B 63RD ST.
STAZIO DR.
0’ NORTH
125’
250’
GERALD STAZIO BALLFIELDS (1-4)
SCALE
CONCEPT PLAN REVIEW
5
Attachment A - Applicant Written Statement and Plan Set
LANDSCAPE/OPEN SPACE CODE COMPLIANCE
VIA MOBILITY SERVICES
Open Space Calculations - Xcel Service Station
63RD ST.
9-8-1. - Schedule of Intensity Standards. Area Contributing Area
1
Open Space
114,733 SF
86,191 SF
Buffer / Landscaped Areas
50,724 SF
n/a SF
Paving / Storage Yard
418,792 SF
n/a SF
Total Property Area
584,218 SF
Total Open Space Required
65,472 SF
10%
Total Open Space Provided
86,191
15%
GERALD STAZIO BALLFIELDS (5-7)
STORAGE YARD 1
9-9-12.e General Landscaping and Screening Requirements:
DETENTION POND
2 9-9-14.b Parking Lot Landscape Standards 1
BUILDING A
3 9-9-14.d Parking Lot Landscape Standards 4 9-9-14.c Parking Lot Landscape Standards
1
STORAGE YARD
3 2
BUILDING B
1
4
STAZIO DR.
0’ NORTH
125’
250’
63RD ST.
3
3
3 4
3
GERALD STAZIO BALLFIELDS (1-4)
SCALE
CONCEPT PLAN REVIEW
6
Attachment A - Applicant Written Statement and Plan Set
PRECEDENTS: LANDSCAPE CHARACTER
CONCEPT PLAN REVIEW
7
Attachment A - Applicant Written Statement and Plan Set
6 2:39:49 PM Autodesk Docs://Xcel Boulder/Xcel BSC_26.rvt
ARCHITECTURAL CHARACTER SKETCHES
SERVICE CENTER - NORTHEAST SERVICE CENTER - NORTHEAST
SERVICE CENTER - NORTHWEST SERVICE CENTER - NORTHWEST
SERVICE CENTER - SOUTHEAST SERVICE CENTER - SOUTHEAST
SERVICE CENTER - SOUTHWEST SERVICE CENTER - SOUTHWEST
CONCEPT PLAN REVIEW
8 Project Number:
2025.064
Attachment A - Applicant Written Statement and Plan Set
:39:49 PM Autodesk Docs://Xcel Boulder/Xcel BSC_26.rvt
ARCHITECTURAL CHARACTER SKETCHES
FLEET GARAGE - SOUTHEAST FLEET GARAGE - SOUTHEAST
FLEET GARAGE - SOUTHWEST FLEET GARAGE - SOUTHWEST
FLEET GARAGE - NORTHEAST FLEET GARAGE - NORTHEAST
OVERALL SITE - SOUTHWEST OVERALL SITE - SOUTHWEST
CONCEPT PLAN REVIEW
9
Attachment A - Applicant Written Statement and Plan Set
ARCHITECTURAL CHARACTER SKETCHES EXTERIOR WALL & MATERIAL LEGEND
FIBER CEMENT PANELS METAL PANELS
FIBER CEMENT PANELS - COLOR 1
UPPER ROOF 137' - 6"
FIBER CEMENT PANELS - COLOR 2
METAL PANEL
ALUMINUM STOREFRONT SYSTEM
SECOND FLOOR 120' - 0" CONCRETE
TILT-UP CONCRETE PANELS
FIRST FLOOR 100' - 0" 0
SERVICE CENTER - WEST
8'
16'
24'
FIBER CEMENT PANELS METAL PANELS
ALUMINUM STOREFRONT SYSTEM
METAL SHADE STRUCTURE
UPPER ROOF 137' - 6" TILT-UP CONCRETE WALL
SECOND FLOOR 120' - 0" FIBER CEMENT PANELS
FIRST FLOOR 100' - 0" 0
SERVICE CENTER - SOUTH
8'
16'
24'
METAL PANELS
FIBER CEMENT PANELS ALUMINUM STOREFRONT SYSTEM
UPPER ROOF 137' - 6"
FIBER CEMENT PANELS SECOND FLOOR 120' - 0"
FIRST FLOOR 100' - 0"
0
4/17/2026 2:39:45 PM Autodesk Docs://Xcel Boulder/Xcel BSC_26.rvt
SERVICE CENTER - EAST
8'
16'
24'
FIBER CEMENT PANELS ALUMINUM STOREFRONT SYSTEM UPPER ROOF 137' - 6" METAL PANELS
TILT-UP CONCRETE PANELS
SECOND FLOOR 120' - 0"
FIRST FLOOR 100' - 0"
CONCEPT PLAN REVIEW
Xcel Boulder Service Center
SERVICE CENTER - NORTH
0
8'
16'
24'
Project Number:
2025.064
10
Attachment A - Applicant Written Statement and Plan Set
ARCHITECTURAL CHARACTER SKETCHES EXTERIOR WALL & MATERIAL LEGEND LOUVERED SCREEN
CONCRETE FLEET UPPER ROOF 133' - 0" CONCRETE
TRANSLUCENT INSULATED WALL PANEL SYSTEM
FLEET MEZZANINE 114' - 0"
FIRST FLOOR 100' - 0" TILT-UP CONCRETE WALL; PAINTED
FLEET GARAGE - EAST
TILT-UP CONCRETE WALL
0
8'
16'
24'
0
8'
16'
24'
LOUVERED SCREEN
TRANSLUCENT INSULATED WALL PANEL SYSTEM
FLEET UPPER ROOF 133' - 0" FLEET LOWER ROOF 127' - 0"
FLEET MEZZANINE 114' - 0"
FIRST FLOOR 100' - 0"
TILT-UP CONCRETE WALL
PREFINISHED ALUMINUM OVERHEAD DOOR W/ GLASS PANELS
PREFINISHED THERMAL ROLLING STEEL DOOR, TYP
FLEET GARAGE - NORTH
LOUVERED SCREEN
FLEET LOWER ROOF 127' - 0"
FLEET MEZZANINE 114' - 0"
FIRST FLOOR 100' - 0"
TILT-UP CONCRETE WALL
4/17/2026 2:39:48 PM Autodesk Docs://Xcel Boulder/Xcel BSC_26.rvt
FLEET GARAGE - WEST
CONCEPT PLAN REVIEW
LOUVERED SCREEN
0
8'
16'
24'
0
8'
16'
24'
TILT-UP CONCRETE WALL; PAINTED
TRANSLUCENT INSULATED WALL PANEL SYSTEM
FLEET UPPER ROOF 133' - 0" FLEET LOWER ROOF 127' - 0"
FLEET MEZZANINE 114' - 0"
FIRST FLOOR 100' - 0"
PREFINISHED THERMAL ROLLING STEEL DOOR, TYP
ALUMINUM STOREFRONT SYSTEM
Xcel Boulder Service Center
PREFINISHED ALUMINUM OVERHEAD DOOR W/ GLASS PANELS
PREFABRICATED LOUVERED OVERHANG
FLEET GARAGE - SOUTH
TILT-UP CONCRETE WALL; PAINTED Project Number:
2025.064
11
Attachment A - Applicant Written Statement and Plan Set
4/17/2026 2:39:48 PM Autodesk Docs://Xcel Boulder/Xcel BSC_26.rvt
ARCHITECTURAL CHARACTER SKETCHES
CONCEPT PLAN REVIEW
TILT-UP CONCRETE PANEL TITL-UP CONCRETE PANEL
SMOOTH FIBER CEMENT PANELPANEL SMOOTH FIBER CEMENT
VERTICAL METAL PANEL VERTICAL METAL PANEL
LOUVERED SCREEN LOUVERED SCREEN Project Number:
2025.064
Xcel Boulder Service Center 12
Attachment A - Applicant Written Statement and Plan Set
January 23, 2026 Mrs. Sarah Ronan Hornfeck Ronan Design Group 2589 S. Kilmer Street Lakewood, Colorado 80228 RE:
Traffic Assessment for Boulder, CO Xcel Service Center Reconstruction FHU Project No. 125400-18
Dear Mrs. Hornfeck: Felsburg Holt & Ullevig (FHU) has completed this Traffic Assessment for the proposed reconstruction of the Xcel Energy Service Center located at 2635 63rd Street in unincorporated Boulder County, Colorado. The proposed project would replace the existing facility to improve functionality and modernize systems for current needs. The project is being developed through the City of Boulder’s development review process, and a Traffic Assessment is required to report the estimated peak hour trip generation associated with the proposed reconstruction project. This letter is provided for submittal to the City of Boulder. This Transportation Assessment letter describes the project location, scope of project and trip generation estimates. Trip generation estimates are compared with published thresholds to support determination of whether additional traffic study will be necessary to support the development review process.
Project Location The Xcel Energy Service Center is located at 2635 63rd Street. Figure 1 displays the site location along with the accesses to the facility and the adjacent streets. The current vehicular site accesses are described as follows: Access 1
Description Entry-only (westbound) connection from 63rd Street, serving visitor and staff traffic accessing the site
2
Exit-only (eastbound) full movement connection to 63rd Street
3
Full movement access to/from 63rd Street, currently gated and locked
4
Full movement access to/from Stazio Drive, current gated and locked
As shown, only site accesses 1 and 2 are currently active. 6 4 0 0 S . F ID D LE R S G R E E N C I RC L E , S U IT E 1 5 0 0 | G R E EN WO O D V I L L AG E , CO 8 0 1 11 3 0 3 . 7 2 1 . 1 4 4 0 | W W W. F H U EN G .CO M
Attachment A - Applicant Written Statement and Plan Set
January 23, 2026 Mrs. Sarah Ronan Hornfeck Page 2
Figure 1.
Study Location
Trip Generation The Institute of Transportation Engineer’s Trip Generation Manual (12th Edition, 2025) provides equations and rates for estimating trip generation for a wide variety of land uses. Though these uses include a “Utility” facility (LUC 170), it is unlikely that the data for this use accurately capture the usage and function of the Xcel service center. Therefore, it was determined that traffic counts would be conducted to quantify the level of trip generation associated with the current site. The proposed reconstructed Xcel facility will support, not expand, existing site functions. Therefore, current traffic patterns and vehicle-trip generation levels associated with the site are likely to remain the same post-reconstruction. FHU collaborated with a vendor to collect bi-directional traffic count data at Accesses 1 and 2 of the Xcel Energy Service Center in Boulder, CO. Continuous traffic counts were obtained on Tuesday, November 11,
Attachment A - Applicant Written Statement and Plan Set
January 23, 2026 Mrs. Sarah Ronan Hornfeck Page 3 Wednesday, November 12, and Thursday, November 13, 2025, for the full 72-hour period. It is FHU’s understanding that the facility was fully occupied and operating at typical levels over this time period. Figure 2 presents the observed hourly traffic volumes collected over the three-day period at the study location. The data illustrate daily traffic patterns and identify peak periods of activity.
Figure 2.
Hourly Volume by Time of Day
FHU has summarized the resulting data to respond to agency requests for Service Center volume information and extracted the following information: •
Average Daily Traffic Volume: 279 vehicles per day Average Eastbound (exiting) Volume: 140 vehicles per day Average Westbound (entering) Volume: 139 vehicles per day
•
The maximum number of vehicles observed in a single hour for the three-day weekday period was 48 vehicles per hour observed on Thursday, 13th November, from 6:15 AM to 7:15 AM and 2:30 PM to 3:30 PM.
Attachment A - Applicant Written Statement and Plan Set
January 23, 2026 Mrs. Sarah Ronan Hornfeck Page 4 •
The westbound movements correspond to vehicles entering the facility, and the peak is typically observed in the morning. The eastbound traffic consists of vehicles exiting the site, and its peak is typically observed in the early afternoon, as explained in the previous bullets.
The City’s Transportation Design and Construction Standards (June 2024) state that a traffic study is required for any nonresidential development proposal where trip generation during the peak hour of the adjacent street is expected to exceed 100 vehicle-trips. Based on the recorded traffic counts and the understanding that the facility reconstruction will not expand vehicular trip generation, it was determined that the total turning movements in and out of the reconstructed facility would not exceed 100 vehicles per hour. Therefore, no traffic study is required. Please consider this Traffic Assessment in support of the proposed reconstruction of the Xcel Energy Service Center in Boulder County, Colorado. Please let me know if you have any questions about this letter or need any additional information. Sincerely, FELSBURG HOLT & ULLEVIG
Shazal Afraaz, PE Transportation Engineer
Lyle E. DeVries, PE, PTOE Principal ATTACHMENT
TRAFFIC COUNTS
Attachment A - Applicant Written Statement and Plan Set
Page 1
All Traffic Data Services 12200 W 52nd Ave Wheat Ridge, CO 80033
Site Code: 1 Station ID: 1 NORTH ACCESS
www.alltrafficdata.net
Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Total Percent AM Peak Vol. PM Peak Vol.
11-Nov-25 Tue
EB
-
0 0 0 0 0 0 0 0 0 2 3 0 1 0 2 0 1 1 0 0 0 0 0 0 10 6.8% 10:00 3 14:00 2
WB 0 0 2 0 4 2 42 7 4 9 18 4 14 8 7 4 3 2 2 2 3 0 0 1 138 93.2% 06:00 42 12:00 14
Total 0 0 2 0 4 2 42 7 4 11 21 4 15 8 9 4 4 3 2 2 3 0 0 1 148 -
-
-
-
-
-
06:00 42 12:00 15
Attachment A - Applicant Written Statement and Plan Set
Page 2
All Traffic Data Services 12200 W 52nd Ave Wheat Ridge, CO 80033
Site Code: 1 Station ID: 1 NORTH ACCESS
www.alltrafficdata.net
Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Total Percent AM Peak Vol. PM Peak Vol.
12-Nov-25 Wed
EB
-
0 0 0 0 0 0 0 0 0 0 0 2 0 1 2 3 1 0 0 0 0 0 0 0 9 5.2% 11:00 2 15:00 3
WB 0 2 0 0 7 3 39 11 15 9 8 9 9 16 12 8 3 2 0 7 1 1 1 0 163 94.8% 06:00 39 13:00 16
Total 0 2 0 0 7 3 39 11 15 9 8 11 9 17 14 11 4 2 0 7 1 1 1 0 172 -
-
-
-
-
-
06:00 39 13:00 17
Attachment A - Applicant Written Statement and Plan Set
Page 3
All Traffic Data Services 12200 W 52nd Ave Wheat Ridge, CO 80033
Site Code: 1 Station ID: 1 NORTH ACCESS
www.alltrafficdata.net
Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent ADT
13-Nov-25 Thu
EB
-
0 0 0 0 0 0 0 0 1 1 1 1 0 1 2 0 1 0 3 0 0 0 1 0 12 6.8% 08:00 1 18:00 3 31 6.2% ADT 166
WB 1 0 0 0 0 4 41 13 4 13 5 12 10 15 24 5 3 1 4 3 1 5 1 0 165 93.2% 06:00 41 14:00 24 466 93.8%
Total 1 0 0 0 0 4 41 13 5 14 6 13 10 16 26 5 4 1 7 3 1 5 2 0 177 -
AADT 166
-
-
-
-
-
06:00 41 14:00 26 497
Attachment A - Applicant Written Statement and Plan Set
Page 1
All Traffic Data Services 12200 W 52nd Ave Wheat Ridge, CO 80033
Site Code: 2 Station ID: 2 SOUTH ACCESS
www.alltrafficdata.net
Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Total Percent AM Peak Vol. PM Peak Vol.
11-Nov-25 Tue
EB
-
1 0 2 0 0 5 1 5 17 10 10 16 7 9 16 15 4 3 2 2 3 1 0 1 130 99.2% 08:00 17 14:00 16
WB 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.8% 08:00 1 -
Total 1 0 2 0 0 5 1 5 18 10 10 16 7 9 16 15 4 3 2 2 3 1 0 1 131 -
-
-
-
-
-
08:00 18 14:00 16
Attachment A - Applicant Written Statement and Plan Set
Page 2
All Traffic Data Services 12200 W 52nd Ave Wheat Ridge, CO 80033
Site Code: 2 Station ID: 2 SOUTH ACCESS
www.alltrafficdata.net
Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Total Percent AM Peak Vol. PM Peak Vol.
12-Nov-25 Wed
EB
-
1 0 1 0 0 7 3 6 17 10 14 8 12 7 19 28 9 3 1 8 0 1 1 2 158 98.8% 08:00 17 15:00 28
WB 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 1.3% 13:00 2
Total 1 0 1 0 0 7 3 6 17 10 14 8 12 9 19 28 9 3 1 8 0 1 1 2 160 -
-
-
-
-
-
08:00 17 15:00 28
Attachment A - Applicant Written Statement and Plan Set
Page 3
All Traffic Data Services 12200 W 52nd Ave Wheat Ridge, CO 80033
Site Code: 2 Station ID: 2 SOUTH ACCESS
www.alltrafficdata.net
Start Time 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent ADT
13-Nov-25 Thu
EB
-
0 1 0 0 0 0 1 9 22 13 10 8 7 11 16 33 4 3 2 6 1 3 7 0 157 99.4% 08:00 22 15:00 33 445 99.1% ADT 150
WB 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.6% 09:00 1 4 0.9%
Total 0 1 0 0 0 0 1 9 22 14 10 8 7 11 16 33 4 3 2 6 1 3 7 0 158 -
AADT 150
-
-
-
-
-
08:00 22 15:00 33 449