VII.1. Rail Facility ReviewShady Oak Station Update; Krzos CITY OF HOPKINS
Council Report 2023-088
To: Honorable Mayor and City Council Members
Mike Mornson, City Manager
From: Ryan Krzos, City Planner
Date: September 5, 2023
Subject: Hopkins Rail Support Facility (1515 – 6th St S) Review
_____________________________________________________________________
RECOMMENDED ACTION
MOTION TO Adopt Resolution 2023-029 finding that the proposed Hopkins Rail
Support Facility is consistent with the Comprehensive Plan.
OVERVIEW
The Metropolitan Council via Metro Transit’s Green Line Light Rail Transit (LRT)
Extension project is proposing to construct an approximately 24,000 square foot
maintenance facility at 1515 6th Street South. The facility will be continuously staffed by
approximately 50 full-time equivalent employees to provide support for facilities and
infrastructure throughout the LRT corridor. The proposed building will contain truck
garage space, workshop areas, warehousing, and office spaces. Outdoor storage and
exterior employee parking are proposed on the side and rear of the building.
Metropolitan Council staff will give a presentation on the proposed facility at the City
Council meeting. The presentation will also cover an update on the Shady Oak Station
area. The Council is being asked to provide feedback and review the proposed Rail
Support Facility for compliance with the Comprehensive Plan.
PRIMARY ISSUES TO CONSIDER
•Background
•Comprehensive Plan and Zoning Review
•Alternatives
SUPPORTING INFORMATION
•Resolution 2023-029
•Project Narrative, Plans, and Exhibits
Planning & Development
BACKGROUND
The subject property is zoned I-TOD, Industrial TOD Center and is guided as Activity
Center in the 2040 Comprehensive Plan. The site is 5.3 acres in size and contains a
regional stormwater facility on the south end that would remain. Surrounding properties
are industrial in use and have a similar I-TOD zoning classification. The subject site
formerly contained an industrial building which was demolished.
Planning for the Green Line LRT extension has been decades in the making. More
recently in 2014, the City gave Municipal Consent for the project, which is a process
where cities along the LRT route respectively review and approve preliminary plans. In
2015, Hopkins gave approval for the project in a second Municipal Consent process,
covering changes in project scope. Up to this point the project plans included an
Operations and Maintenance Facility (OMF) to be located on the subject site. The City
reviewed a concept plan for the OMF in late 2015 and granted land use approvals in
2016. Due to additional changes to the project and budget considerations the Hopkins
OMF was removed from the project and the Rail Support Facility was proposed. The
main difference is that the OMF was a place to store and maintain Light Rail Vehicles,
whereas the Rail Support Facility services the system’s facilities and infrastructure.
At their meeting on August 22, 2023, the Planning and Zoning Commission reviewed
the proposed facility. The Commission discussed the facility, particularly as it related to
the proposed landscaping, outdoor storage, truck circulation, impervious coverage, and
sustainability aspects including storm water, wastewater, and solar energy potential.
The Commission also discussed development in the Shady Oak station area, and
systemwide issues including safety, and station design. The Commission adopted a
resolution finding that the proposed facility is in compliance with the Comprehensive
Plan, while noting that the companion resolution for Council consideration should
highlight sustainability-related aspects of the facility.
COMPREHENSIVE PLAN AND REVIEW
The proposed facility is being brought forward for City feedback and review as opposed
to consideration of formal land use approval – Site Plan Review in this instance.
However, for context, Staff has evaluated the proposed plans against the standards of
the zoning code, which is summarized in the linked “Zoning Review” document. Under
State Law, the Metropolitan Council has the ability to exempt the project from local
zoning jurisdiction. Working in partnership with Metropolitan Council staff, the project
was modified and revised in its design and orientation in keeping with more of the
zoning requirements as described in the attached project narrative. In maintaining this
partnership, the Planning & Zoning Commission is being asked to provide feedback and
review the proposed Rail Support facility for compliance with the Comprehensive Plan.
The 2040 Comprehensive Plan contains sections related to land use, transportation,
and sustainability generally in the City. Within the Plan’s land use section, a goal
relevant to this proposal is to maintain and diversify the city’s strong employment base.
The policy most directly related to the proposal is to encourage development of living
wage jobs, especially in the Center and District future land use categories … in close
proximity to transit. The proposed facility will house 50 full-time equivalent positions, in a
location that will have direct access (by new sidewalk connection) and walkability to the
Shady Oak LRT station.
A transportation goal within the Comprehensive Plan relevant to this proposal is to
participate in the development of the Green Line Extension project to expand
transportation and development benefits for the community. The most direct action step
connected to this goal is acting in partnership with the County/Metro Transit around
Green Line planning and construction.
There are a number of goals in the Sustainability section of the plan. Specifically, the
plan calls to increase the use of solar power and other renewable sources. The facility
has the capacity to support installation of roof mounted solar panels (with the addition of
additional steel members for solar grid attachments in the roof structure). The
Metropolitan Council routinely evaluates its facilities for solar energy systems and
implements new system installations as incentives and funding sources are available.
Additionally, the plan sets a goal to improve water quality through management of
stormwater. The facility will coincide with construction of a regional stormwater pond
that will serve the Rail Support Facility, the Shady Oak Station, portions of the adjacent
LRT corridor, as well as future development near the Shady Oak station platform.
Staff finds that the proposed Rail Support Facility would advance the above noted
principles and is consistent with the vision identified in the Comprehensive Plan.
ALTERNATIVES
1.Approve Resolution 2023-029 finding that the proposed Hopkins Rail Support
Facility is consistent with the Comprehensive Plan.
2. Deny Resolution 2023-029 with a finding that the proposed Hopkins Rail Support
Facility is not consistent with the Comprehensive Plan. Should the City Council
consider this option, it should also identify the specific findings that support this
alternative.
3.Continue for further information. If the City Council indicates that further information
is needed, the item should be continued.
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2023-029
A RESOLUTION MAKING FINDINGS OF FACT AND FINDING THAT THE HOPKINS RAIL
SUPPORT FACILITY IS IN COMPLIANCE WITH THE COMPREHENSIVE PLAN
WHEREAS, the property at 1515 – 6th Street South with PID 25-117-22-23-0050 (the
“Subject Property”) is owned by the Metropolitan Council, and
WHEREAS, The Metropolitan Council via Metro Transit’s Green Line Light Rail Transit
Extension project is proposing to construct an approximately 24,000 square foot maintenance
facility on the Subject Property; and
WHEREAS, The Subject Property is guided by the 2040 Comprehensive Plan as being
within the future land use category of Activity Center; and
WHEREAS, The 2040 Comprehensive Plan establishes goals to maintain and diversify
the city’s strong employment base and participate in the development of the Green Line
Extension project to expand transportation and development benefits for the community; and
WHEREAS, The 2040 Comprehensive Plan also establishes sustainability-related goals
to increase the use of solar power and other renewable sources and improve water quality
through management of stormwater; and
WHEREAS, The Hopkins Planning and Zoning Commission reviewed the proposed
project plans and approved Planning and Zoning Resolution 2023-11 finding that the proposed
Hopkins Rail Support Facility is in compliance with the Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Hopkins
hereby finds that the proposed Hopkins Rail Support Facility at 1515 – 6th Street South is in
compliance with the Comprehensive Plan.
Adopted by the City Council of the City of Hopkins this 5th day of September 2023.
By:___________________________
Patrick Hanlon, Mayor
ATTEST:
_______________________________
Amy Domeier, City Clerk
Hopkins Rail Support Facility
1515 South 6th St reet, Hopkins, MN
21 July 2023
Overview: The Metropolitan Council via Metro Transit’s Green Line LRT Extension project is proposing to
construct an approximately 24,000 square foot maintenance facility in the City of Hopkins at 1515 South
6th Street.
This maintenance facility, named the Hopkins Rail Support Fa cility (HRSF), is akin to a municipal public
works facility with truck garage, workshop, warehouse, and office spaces. Specifically, the facility is
planned to house approximately 50 full-�me equivalent employees over three shi�s and be staffed
24/7/365.
The 5.3-acre site sits between a large regional stormwater pond to the west, exis�ng industrial
proper�es to the north and east, and a freight rail corridor to the south. The METRO Green Line Shady
Oak Sta�on and park and ride are within walking distance from the facility to the north.
Site design: Project staff have engaged city staff in the design development of this facility. The first
itera�on of the site design had the building oriented such that the overhead garage doors were facing 6th
Street which required drive isles located between the building and the public street and sidewalk. This
orienta�on was needed to help u�lize exis�ng improved soils from the building that was removed from
the site for the project. Upon a request from city staff to rotate the building 90 degrees and place the
office use along the public sidewalk, project staff conducted an addi�onal geotechnical inves�ga�on and
determined that the exis�ng improved soils would support a rotated building. Project staff redesigned
the site and building layout to meet the city’s request. Using the exis�ng improved soil as the base for
the new building saves significa nt cost s.
The proposed site design has a curb cut on either side of the building which leads to parking areas, a
loading dock, and a yard located south of the building . Periodic semi-truck traffic will enter the eastern
driveway and exit through the western driveway in a one-way movement. Daily maintenance trucks and
employees will enter and exit the site at either driveway. Thera are 62 parking space on the site and 2
are electric vehicle ready. There are 8 bike parking spaces adjacent to the main entry. The site contains
approximately 20 new trees including trees along a new public sidewalk on 6th Street South, sod in a reas
closest to the street, seed in areas further from the street and closer to the wetland to the rear,
perennial plan�ng beds by the front entrance and breakroom pa�o (both of which are adjacent to the
public sidewalk bringing eyes on the street ), an irriga�on system for landscaping areas adjacent to the
street, and a row of evergreens along the western property edge screening the loading dock and
driveway. The exterior site lights are full cut off, dark sky compliant and are mounted to the building walls
or pole mounted. Decora�ve landscape ligh�ng highlights the street trees and the flagpole as ground
mounted up lights.
Building Design: The building is comprised of two masses. A single -story mass, with a flat roof line, fronts
the public street and houses the office . A two-story gable roof mass sits behind the lower mass and
houses the truck garage, workshop, and warehouse. A loading dock is atached to the west side of the
two-story mass. A site wall matching the building screens equipment from public view along the eastern
side of the two-story mass. A series of windows around the en�re building provide dayligh�ng to the
interior allowing for less ar�ficial light and energy use.
Building Materials: A combina�on of glass, prefinished metal panels, and architectural concrete clad the
lower mass of the building facing the public street. The entry ves�bule is made of glass storefront. Those
same materials wrap the remainder of the building. The color scheme is a combina�on of gray tones
highlighted with a yellow strip of metal panel along the front façade.
13
Shady Oak Station Area – HRSF site
14
Hopkins Rail Support Facility
Shady Oak Station Area Planning
15
Lamberts 1402 5th St
Peterson Salt 1415 5th St
HRSF Site Context
16
Comet Tool 1418 5th St
Kuhl 1515 5th St
HRSF Site Context
17
Spantek 1520 5th St
HRSF Site Context
Blue Ox 535 15th Ave S
18
BNR 621 15th Ave S
WL Hall 530 15th Ave S
HRSF Site Context
19
HRSF Building – Main Facade
20
HRSF Site Context
22
Hopkins Rail Support Facility – Building Orientation
Final DesignPrevious Design
Prior improved
soil perimeter
Prior improved
soil perimeter
23
HRSF– Building Orientation Previous Design
24
HRSF– Building Orientation Final Design
25
HRSF– Site Plan
10 ft building setback from
north property line
Total Area: 233,820 sf
Pervious Area: 133,330 sf
Impervious Area: 100,490 sf
Impervious Percent: 59.6%
8 bike parking spaces at
main entry
62 parking spaces – 2 EV
ready
GREEN LINE EXTENSION
("SOUTHWEST LRT")
HOPKINS RAIL SUPPORT FACILITY
DATE: JUNE 09, 2023
WARNING: THIS RECORD MAY CONTAIN SENSITIVE SECURITY INFORMATION THAT IS CONTROLLED
UNDER 49 CFR PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS
WITHOUT A "NEED TO KNOW", AS DEFINED IN 49 CFR PARTS 15 AND 1520, EXCEPT WITH THE WRITTEN
PERMISSION OF THE ADMINISTRATOR OF THE TRANSPORTATION SECURITY ADMINISTRATION OR THE
SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR
OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C.
522 AND 49 CFR PARTS 15 AND 1520.BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:43:10 PM
NOPARKINGCOCOCOCOCOCOCOCOCONOPARKINGCOCOCOCOCOCOSHEETOFSHEET NAME:DISCIPLINE:NO.DATEDRAWNREVISION / SUBMITTALCHECKDESIGNEngineering SurveyingLandscape Architecture10151HOPKINS RAIL SUPPORT FACILITY SITE PLANCIVILHRSF-CIV-PLN-C002I hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervision andthat I am a duly Licensed Professional Engineer underthe laws of the State of Minnesota.AARON K. CARRELLDATE:LIC. NO.:6/23/2347494ISSUED FOR BIDANOAKC6/23/230ANOANOAKC
NOPARKINGSHEETOFSHEET NAME:DISCIPLINE:NO.DATEDRAWNREVISION / SUBMITTALCHECKDESIGN19115HOPKINS RAIL SUPPORT FACILITYLANDSCAPE PLANLANDSCAPE ARCHHRSF-LAN-PLN-L001100% SUBMISSION - NOT FOR CONSTRUCTIONOVERALLI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervision andthat I am a duly Licensed Landscape Architect underthe laws of the State of Minnesota.(MICHAEL P. MCGARVEY)DATE:LIC. NO.:04/26/1726216
UP
UP
2 3 4 5 6 7 8
A A
B B
C
E
D
F
G
SHARED
FABRICATION
139
SIGNAL
SHOP
140
STOCK
138
FUTURE
GARAGE
EXPANSION
TRACK
SHOP
141
TRACTION
POWER
SHOP
142
WASH BAY
144
AREA 'A'AREA 'B'
1 / A101A
1 / A101B
AREA 'A'
AREA 'B'1 / A101A
1 / A101B
GEAR
LOCKERS
131
H
K
L
M M
J
LOADING
DOCK
137
HALLWAY
146
OVERHANG
ABOVE
OVERHANG ABOVE
1
ENTRY
VESTIBULE
100
WAITING
102
RECEPTION
101
ASST. DIR.
111
MGR T.P.
107
MGR. TRK.
109
MGR.
SIG./COMM.
108
WORKROOM
104
BREAKROOM
124
COMM.
SHOP
135
TOOL CRIB
136
COMM.
118
FIRE
PROTECTION
130
CONF./TRAINING
103
UNISEX
120
CUSTODIAL
122
KITCHENETTE
125
SHOWER
121
HALLWAY
127
HALLWAY
126
HALLWAY
129
HALLWAY
128
OPEN
106
OPEN
105
OPEN
110
CONF.
112
ELEC.
119
HALLWAY
152124' - 6"24' - 8"FUTURE
MEZZANINE
ABOVE + STAIR
NIC.
LINE OF
FUTURE
MEZZANINE
ABOVE + STAIR
NIC.
LOW
ROOF
HIGH
ROOF
LOW
ROOF
HIGH
ROOF
MECH.
EQUIP. PAD
MENS
132
WOMENS
133
1.3 1.5 4.5 5.1 5.2 5.7 7.9 9 10 11
D.1
F.2
C.7
C.9
D.7
D.9
D.10
G.1
G.5
H.1
4.6 4.9
GARAGE
143
HALLWAY
147
4.2
A.3 A.3
SHEET NAME:
SOUTHWEST LIGHT RAIL TRANSIT
HOPKINS RAIL SUPPORT FACILITY
DISCIPLINE:
ARCHITECTURE
NO DATE DRAWN CHECK DESIGN REVISION / SUBMITTAL
SHEET
OF
DATE: REG. NO.:
'A' 'B'
0 5'10' 20'
3/32" = 1' - 0"
'A' 'B'TRUE
NORTH
BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:47:50 PMA101
OVERALL MAIN LEVEL FLOOR PLAN
HRSF-ARC-PLN-
51
151
A101 Scale: 3/32" = 1'-0"
1 MAIN LEVEL FLOOR PLAN
GENERAL NOTES - FLOOR PLANS
1. CONSTRUCTION DOCUMENTS ARE DRAWN ANSI
D (22"H x 34"W) SHEET SIZE WITH
CORRESPONDING GRAPHIC SCALE & DRAWING
SCALE AS INDICATED ALONG WITH RESPECTIVE
DRAWING TITLES. WHEN CONSTRUCTION
DOCUMENTS ARE PRINTED ON TABLOID/A3
(11"H x 17"W), DRAWING SCALE IS ASSUMED TO
BE HALVED OF THE ORIGINAL INDICATED
DRAWING SCALES.
2. SEE G003, G004 & G005 FOR ABBREVIATIONS,
TYPICAL INFORMATION, INDICATION OF
MATERIALS, SYMBOLS, GENERAL NOTES &
PROJECT INFORMATION.
3. REFER TO G-SERIES DRAWINGS FOR LIFE
SAFETY INFORMATION.
4. REFER TO A700 & A701 FOR INTERIOR
PARTITION TYPES & PARTITION NOTES.
5. REFER TO A800 FOR OPENING SCHEDULE.
6. FINISHED FLOOR ELEVATION IS TO BE 903'-0"
UNO. REFER TO CIVIL FOR ADDITIONAL
INFORMATION.
7. PROVIDE CONTINUOUS FIRE-RATED
CONSTRUCTION AROUND ALL RECESSED
FIXTURES LOCATED AT FIRE-RATED PARTITION.
8. PROVIDE BLOCKING AS REQUIRED FOR
WALL-MOUNTED EQUIPMENT.
9. ALL FURNITURE NIC UNO.
0 05/01/2023 ISSUED FOR BID
DN CRPPCR PP
CR
CR CR CR
CR
CR CR2
A303
1
A303
2
3
4
5
A B C ED
F
G H K
K
L MJ AREA 'B'1 / A101BAREA 'B'1 / A101BAREA 'A'AREA 'A'LOW
ROOF
HIGH
ROOF
LOW
ROOF
HIGH
ROOF
OVERHANG
ABOVE
OVERHANG
ABOVE
A604
1
5
A411
6
A410
4
A411
3
A412
1
A411 2
A411
1
A410
4
A410
5
A412
2
A412
1
A412
23' - 8" 1' - 0" 14' - 5" 8' - 6" 16' - 4" 1' - 8"
10' - 3 1/2"
11' - 7 1/2" 19' - 6" 20' - 8" 8' - 3" 11' - 3" 1' - 0"
SHARED
FABRICATION
139
GEAR
LOCKERS
131
LOADING
DOCK
137
HALLWAY
146
ENTRY
VESTIBULE
100
WAITING
102
RECEPTION
101
ASST. DIR.
111
MGR T.P.
107
MGR. TRK.
109
MGR.
SIG./COMM.
108
WORKROOM
104
BREAKROOM
124
COMM.
SHOP
135
TOOL CRIB
136
COMM.
118
SUP. TRK.
117
SUP. T.P. 1
113
SUP.
COMM.
115
SUP. SIG.
116
FIRE
PROTECTION
130
CONF./TRAINING
103
UNISEX
120 CUSTODIAL
122
KITCHENETTE
125
SHOWER
121
HALLWAY
127
HALLWAY
126
HALLWAY
129
HALLWAY
128
SUP. T.P. 2
114
OPEN
106
OPEN
105 OPEN
110
FUT. WS.
123
CONF.
112
A604
1
A604
4
A605
8
A600
5
HALLWAY
152
2
A304
14' - 5 3/4"88' - 2"10' - 8 1/4" 11' - 2 1/8" 30' - 4"
124' - 6"9' - 6 3/4"19' - 7 3/8"SF. RO.24' - 0"15' - 2 1/2"9 7/8"36' - 0"1' - 9"31' - 5"34' - 9"A620
1
68' - 4 5/8"SF. RO.14' - 0"5' - 7 5/8"32' - 0 5/8"4' - 8 1/8"11' - 1 7/8"21' - 2"1' - 9 1/4"6' - 0"6' - 2"RO.20' - 0"3' - 6"A612
12
A612
5
11' - 1"3
ELEC.
119
A605
1
SF-1 SF-3SF-4
SF-11SF-12SF-5MECH.
EQUIP. PAD
MENS
132
WOMENS
133
WC. &
EMERG.
EWS/SHW.
134
5
A410
3
A411
SF-6SF-10SF-2
3
A410
2
7
8
3
11
8
6
6
A600
2
A620
3
12
1
6' - 5 1/2"
4
4 4
4
5
9 9 10 10
HALLWAY
147
1
2
A400
2
A400
1
A400
1
A400 143-1137-2138-3138-1138-2147136-1136-2136-3146124-1
122130
135121120100-1
103-2
103-1
127105106107108119109124-2110111112
143-3118-1133132132-2137-1118-2100-2143-23' - 6"11' - 2 7/8"2' - 2"
1' - 10"
18' - 2"12' - 7 5/8"20' - 3"11' - 9"8' - 4"8"9' - 8"13' - 8 7/8"
1
13
13
1
CANOPY
ABOVE
25' - 4"11 1/4"2' - 8 1/8"12' - 8 1/2"4' - 1 1/8"
1.3
1.5
4.5
5.1
D.1 F.2C.9
D.7 G.1 G.5 H.1
4.6
4.9 104LA3
LB3
LB3
LB3
LB3
LB3
LB3
LB3LE3 LE3
LE3
LB3 MP-2V.MP
MP-2V.MP
LB3
LA3
LA3
MP-2V.6G
MP-1V
C8
M8.1FB
M8.1FB MP-2V.6G
LA3
LE3C8C81
C.J.
C.J.
14
ALIGN
14
2
A703
2
SLOPESLOPEC.J.C.J.C.J.C.J.
SLOPE
C.J.
SLOPE
FD
FD
FD
FD
FD
FD
FD
FD
FD
1' - 6"
1' - 6"6"
6"6"2' - 0"15
15
15
15
15
15 3' - 0"8' - 0"8' - 6"15
4.2
A.3
x 8'-0" M.O.3' - 11 5/8"5' - 0"CMP-1C CMP-1C
CMP-1C
8' - 0"2' - 4"11' - 9 3/4"2' - 4"5' - 5"3' - 9 1/4"3' - 11 3/4"C8.2G
C8.2G
LB3
6"16
SHEET NAME:
SOUTHWEST LIGHT RAIL TRANSIT
HOPKINS RAIL SUPPORT FACILITY
DISCIPLINE:
ARCHITECTURE
NO DATE DRAWN CHECK DESIGN REVISION / SUBMITTAL
SHEET
OF
DATE: REG. NO.:
TRUE
NORTH
'A'
0 5' 10' 15'
1/8" = 1' - 0"
'B'BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:48:01 PMA101A
MAIN LEVEL FLOOR PLAN -AREA 'A'
HRSF-ARC-PLN-
52
151
A101A Scale: 1/8" = 1'-0"
1 MAIN LEVEL FLOOR PLAN - AREA 'A'
GENERAL NOTES - FLOOR PLANS
1. CONSTRUCTION DOCUMENTS ARE DRAWN ANSI
D (22"H x 34"W) SHEET SIZE WITH
CORRESPONDING GRAPHIC SCALE & DRAWING
SCALE AS INDICATED ALONG WITH RESPECTIVE
DRAWING TITLES. WHEN CONSTRUCTION
DOCUMENTS ARE PRINTED ON TABLOID/A3
(11"H x 17"W), DRAWING SCALE IS ASSUMED TO
BE HALVED OF THE ORIGINAL INDICATED
DRAWING SCALES.
2. SEE G003, G004 & G005 FOR ABBREVIATIONS,
TYPICAL INFORMATION, INDICATION OF
MATERIALS, SYMBOLS, GENERAL NOTES &
PROJECT INFORMATION.
3. REFER TO G-SERIES DRAWINGS FOR LIFE
SAFETY INFORMATION.
4. REFER TO A700 & A701 FOR INTERIOR
PARTITION TYPES & PARTITION NOTES.
5. REFER TO A800 FOR OPENING SCHEDULE.
6. FINISHED FLOOR ELEVATION IS TO BE 903'-0"
UNO. REFER TO CIVIL FOR ADDITIONAL
INFORMATION.
7. PROVIDE CONTINUOUS FIRE-RATED
CONSTRUCTION AROUND ALL RECESSED
FIXTURES LOCATED AT FIRE-RATED PARTITION.
8. PROVIDE BLOCKING AS REQUIRED FOR
WALL-MOUNTED EQUIPMENT.
9. ALL FURNITURE NIC UNO.
KEYNOTES - FLOOR PLAN
1 SEMI-RECESSED WALL-MOUNTED FEC.
2 HYDRAULIC DOCK LEVELER & PIT. COORD. W/
STRUCT & ELEC.
3 LOADING DOCK SEAL
4 12'-0"H PALLET RACKING W/ PALLET RACK
GUARD
5 TRENCH DRAIN. COORD. W/ CIVIL
6 PICNIC BENCHES. SEE LANDSCAPE
7 BOLLARD & RAIL GUARD, SEE 2/S204.
8 CONDENSER UNITS. COORD W/ MECH.
9 SCRAP METAL DUMPSTER. NIC.
10 WASTE & RECYCLING DUMPSTER. NIC.
11 CONCRETE APRON. COORD. W/ STRUCT.
12 WASTE CONTAINER. NIC.
13 AUTOMATIC DOOR ACTUATOR ON BOLLARD
POST
14 O.H. DOOR
15 BOLTDOWN BOLLARD - SEE 8/S006
16 BOLLARD WITH CONC. FOOTING - SEE 7/S006
#
0 05/01/2023 ISSUED FOR BID
DN
CR
CRCR
CR
CR
CR
2
A303
1
A304
5
6
7
8
A B C F
F
H K
K
MJ AREA 'B'AREA 'B'AREA 'A'1 / A101AAREA 'A'1 / A101A2
A410
A601
1
LINE OF
FUTURE
MEZZANINE
ABOVE
NIC.
A600
3
FUTURE
MEZZANINE
ABOVE
NIC.
1/4" PER FT
SLOPE
5
A411
2
A412
1
A412
SHARED
FABRICATION
139
SIGNAL
SHOP
140
STOCK
138
TRACK
SHOP
141
TRACTION
POWER
SHOP
142
WASH BAY
144
LOADING
DOCK
137
2
A304
6
A411
4
A412
10' - 0"
3' - 5"
4' - 6"
RO.
12' - 0" 10' - 4 1/4" 3' - 0" 37' - 3 3/4"
RO.
8' - 0"
1' - 8"
3' - 0" 44' - 8" 5' - 0"
20' - 8"19' - 6"14' - 5"24' - 8"
124' - 6"SF. RO.14' - 0"5' - 7 5/8"15' - 10"SF. RO.14' - 0"9' - 7 1/2"SF. RO.14' - 0"10' - 6 1/2"SF. RO.14' - 0"11' - 1"23' - 6"23' - 9"25' - 5"RO.20' - 0"3' - 6"RO.20' - 0"3' - 6"RO.20' - 0"5' - 6"RO.20' - 0"3' - 6"SF-7SF-8SF-10SF-9A602
1
A602
3
2
3
11
4
4
4
11
A620
3
1
6' - 5 1/2"
5
GARAGE
143
HALLWAY
151
HALLWAY
147
2
A400
2
A400
1
A400
1
A400 143-1137-2138-3138-1138-2147
143-3
137-1143-2
138-4151-2151-1138-5143-6143-4
143-5
144-1
144-2
2' - 2"
1' - 10"
20' - 3"11' - 9"1
1
CANOPY
ABOVE
4.5
5.1
5.2
5.7
7.9
9
F.2
C.7
C.9
D.7 D.9
D.10
G.1 G.5 H.1
4.6
4.9
MP-1V
C8
C.J.
C.J.
C.J.
C.J.C.
J
.C.J.C.J.
14
14
14
14
1414
ALIGN
14
ALL FORK LIFT LANES
11'-0" CLEAR MIN.
ALL FORK LIFT LANES
11'-0" CLEAR MIN.
ALL FORK LIFT LANES
11'-0" CLEAR MIN.SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE
SLOPE
C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.
SLOPE
SLOPE
SLOPE
C.J.
SLOPE
SLOPE
C.J.C.J.
C.J.
C.J.
FD
1' - 6"
1' - 6"6"
6"6"2' - 0"15
15
15
15
15
15
15
15
15
15
4.2
A.3
16
16
SHEET NAME:
SOUTHWEST LIGHT RAIL TRANSIT
HOPKINS RAIL SUPPORT FACILITY
DISCIPLINE:
ARCHITECTURE
NO DATE DRAWN CHECK DESIGN REVISION / SUBMITTAL
SHEET
OF
DATE: REG. NO.:
'B'
TRUE
NORTH
0 5' 10' 15'
1/8" = 1' - 0"
'A'BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:48:09 PMA101B
MAIN LEVEL FLOOR PLAN -AREA 'B'
HRSF-ARC-PLN-
53
151
A101B Scale: 1/8" = 1'-0"
1 MAIN LEVEL FLOOR PLAN - AREA B
GENERAL NOTES - FLOOR PLANS
1. CONSTRUCTION DOCUMENTS ARE DRAWN ANSI
D (22"H x 34"W) SHEET SIZE WITH
CORRESPONDING GRAPHIC SCALE & DRAWING
SCALE AS INDICATED ALONG WITH RESPECTIVE
DRAWING TITLES. WHEN CONSTRUCTION
DOCUMENTS ARE PRINTED ON TABLOID/A3
(11"H x 17"W), DRAWING SCALE IS ASSUMED TO
BE HALVED OF THE ORIGINAL INDICATED
DRAWING SCALES.
2. SEE G003, G004 & G005 FOR ABBREVIATIONS,
TYPICAL INFORMATION, INDICATION OF
MATERIALS, SYMBOLS, GENERAL NOTES &
PROJECT INFORMATION.
3. REFER TO G-SERIES DRAWINGS FOR LIFE
SAFETY INFORMATION.
4. REFER TO A700 & A701 FOR INTERIOR
PARTITION TYPES & PARTITION NOTES.
5. REFER TO A800 FOR OPENING SCHEDULE.
6. FINISHED FLOOR ELEVATION IS TO BE 903'-0"
UNO. REFER TO CIVIL FOR ADDITIONAL
INFORMATION.
7. PROVIDE CONTINUOUS FIRE-RATED
CONSTRUCTION AROUND ALL RECESSED
FIXTURES LOCATED AT FIRE-RATED PARTITION.
8. PROVIDE BLOCKING AS REQUIRED FOR
WALL-MOUNTED EQUIPMENT.
9. ALL FURNITURE NIC UNO.
KEYNOTES - FLOOR PLAN
1 SEMI-RECESSED WALL-MOUNTED FEC.
2 HYDRAULIC DOCK LEVELER & PIT. COORD. W/
STRUCT & ELEC.
3 LOADING DOCK SEAL
4 12'-0"H PALLET RACKING W/ PALLET RACK
GUARD
5 TRENCH DRAIN. COORD. W/ CIVIL
6 PICNIC BENCHES. SEE LANDSCAPE
7 BOLLARD & RAIL GUARD, SEE 2/S204.
8 CONDENSER UNITS. COORD W/ MECH.
9 SCRAP METAL DUMPSTER. NIC.
10 WASTE & RECYCLING DUMPSTER. NIC.
11 CONCRETE APRON. COORD. W/ STRUCT.
12 WASTE CONTAINER. NIC.
13 AUTOMATIC DOOR ACTUATOR ON BOLLARD
POST
14 O.H. DOOR
15 BOLTDOWN BOLLARD - SEE 8/S006
16 BOLLARD WITH CONC. FOOTING - SEE 7/S006
#
0 05/01/2023 ISSUED FOR BID
DN
CR
CR CR CR
CRMECHANICAL
200
2
A303
1
A303
2
3
4
5
A B C ED
F
G H K
K
L MJ
1
5
A411
6
A410
4
A411
3
A412
1
A411
2
A411
1
A410
4
A410
5
A412
2
A412
1
A412
2
A304 AREA 'B'AREA 'B'AREA 'A'AREA 'A'200-1
LOW
ROOF
HIGH
ROOF
LOW
ROOF
HIGH
ROOF
200-20"25' - 3 1/4"1' - 7 1/4"36' - 0"1' - 9"31' - 5"34' - 9"42' - 6"12' - 4"54' - 3"15' - 5"
23' - 8" 1' - 0" 14' - 5" 8' - 6" 16' - 4" 1' - 8"
10' - 3 1/2"
11' - 7 1/2" 19' - 6" 20' - 8" 8' - 3" 11' - 3" 1' - 0"
LOW ROOF
BELOW
11' - 1"11' - 1"AIR
COMPRESSOR
ROOF BELOW
CEILING
BELOW
MECH.
EQUIP. PAD
ON GRADE1 / A102B1 / A102B124' - 6"
5
A410
6
A412
3
A411
A310 7
3
A410
A620
1 Sim
A620
3 Sim
2
A400
2
A400
1
A400
1
A400
A310
11
A310
12
1
1.3
1.5
4.5
5.1
D.1 F.2C.9
D.7 G.1 G.5 H.1
4.6
4.9
2
7
A410
16' - 4 3/4"7' - 0"2' - 5"
4.2
A.3
SHEET NAME:
SOUTHWEST LIGHT RAIL TRANSIT
HOPKINS RAIL SUPPORT FACILITY
DISCIPLINE:
ARCHITECTURE
NO DATE DRAWN CHECK DESIGN REVISION / SUBMITTAL
SHEET
OF
DATE: REG. NO.:
TRUE
NORTH
'A'
0 5' 10' 15'
1/8" = 1' - 0"
'B'BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:48:22 PMA102A
MEZZANINE LEVEL FLOOR PLAN -AREA 'A'
HRSF-ARC-PLN-
55
151
A102A Scale: 1/8" = 1'-0"
1 MEZZANINE LEVEL FLOOR PLAN - AREA 'A'
GENERAL NOTES - FLOOR PLANS
1. CONSTRUCTION DOCUMENTS ARE DRAWN ANSI
D (22"H x 34"W) SHEET SIZE WITH
CORRESPONDING GRAPHIC SCALE & DRAWING
SCALE AS INDICATED ALONG WITH RESPECTIVE
DRAWING TITLES. WHEN CONSTRUCTION
DOCUMENTS ARE PRINTED ON TABLOID/A3
(11"H x 17"W), DRAWING SCALE IS ASSUMED TO
BE HALVED OF THE ORIGINAL INDICATED
DRAWING SCALES.
2. SEE G003, G004 & G005 FOR ABBREVIATIONS,
TYPICAL INFORMATION, INDICATION OF
MATERIALS, SYMBOLS, GENERAL NOTES &
PROJECT INFORMATION.
3. REFER TO G-SERIES DRAWINGS FOR LIFE
SAFETY INFORMATION.
4. REFER TO A700 & A701 FOR INTERIOR
PARTITION TYPES & PARTITION NOTES.
5. REFER TO A800 FOR OPENING SCHEDULE.
6. FINISHED FLOOR ELEVATION IS TO BE 903'-0"
UNO. REFER TO CIVIL FOR ADDITIONAL
INFORMATION.
7. PROVIDE CONTINUOUS FIRE-RATED
CONSTRUCTION AROUND ALL RECESSED
FIXTURES LOCATED AT FIRE-RATED PARTITION.
8. PROVIDE BLOCKING AS REQUIRED FOR
WALL-MOUNTED EQUIPMENT.
9. ALL FURNITURE NIC UNO.
KEYNOTES - FLOOR PLAN
1 SEMI-RECESSED WALL-MOUNTED FEC.
2 HYDRAULIC DOCK LEVELER & PIT. COORD. W/
STRUCT & ELEC.
3 LOADING DOCK SEAL
4 12'-0"H PALLET RACKING W/ PALLET RACK
GUARD
5 TRENCH DRAIN. COORD. W/ CIVIL
6 PICNIC BENCHES. SEE LANDSCAPE
7 BOLLARD & RAIL GUARD, SEE 2/S204.
8 CONDENSER UNITS. COORD W/ MECH.
9 SCRAP METAL DUMPSTER. NIC.
10 WASTE & RECYCLING DUMPSTER. NIC.
11 CONCRETE APRON. COORD. W/ STRUCT.
12 WASTE CONTAINER. NIC.
13 AUTOMATIC DOOR ACTUATOR ON BOLLARD
POST
14 O.H. DOOR
15 BOLTDOWN BOLLARD - SEE 8/S006
16 BOLLARD WITH CONC. FOOTING - SEE 7/S006
#
0 05/01/2023 ISSUED FOR BID
MAIN LEVEL
EL 903' -0"
T.O.W. -SHED ROOF
EL 917' -0"
T.O.W. -PITCH ROOF
EL 925' -0"
ABCDFGHKLMJ
T.O.W. -LOADING DOCK
EL 919' -6"
ROOF RIDGE -PITCH
ROOF
EL 930' -6 1/2"
HEADWALL -SHED ROOF
EL 920' -4 3/4"
6' - 0" 11' - 2 1/8" 10' - 8 1/4"88' - 2"14' - 5 3/4"14' - 0"8' - 0"17' - 4 3/4"10' - 1 3/4"124' - 6"24' - 8"
1
A411
2
A411
1
A410
MP-3H.MPMP-2V.6 MP-2H.6 CIPCCIPC27' - 6 1/2"122222
SF-1SF-4
3
A411
2
A400
2
A400
L-1 L-2
MP-1V IMRP-1
34 55567
1"
1'-0"
1"
1'-0"
D.1F.2 C.7D.7D.9G.1G.5H.1
2' - 6"4' - 8 3/4"1' - 4"1/4"5' - 10 1/2"1/4"7
A410
A.3
MAIN LEVEL
EL 903' -0"
T.O.W. -SHED ROOF
EL 917' -0"
T.O.W. -PITCH ROOF
EL 925' -0"
2345678 1
ROOF RIDGE -PITCH
ROOF
EL 930' -6 1/2"
HEADWALL -SHED ROOF
EL 920' -4 3/4"
5
A411
6
A410
4
A411
3' - 6"
RO.
20' - 0" 5' - 6"
RO.
20' - 0" 3' - 6"
RO.
20' - 0" 3' - 6"
RO.
20' - 0" 6' - 0"
RO.
6' - 4" 23' - 10 5/8"
SF. RO.
8' - 0" 2' - 0 1/2" 4' - 8 1/8" 32' - 0 1/2"
142' - 3 1/8"36' - 8 5/8"
4
A410
6
A411
14' - 0"8' - 0"17' - 4 3/4"10' - 1 3/4"27' - 6 1/2"88888888
MP-2V.6 CIPCCIPCMP-2V.6
9 9 52
SF-5
3
A410
1
A400
1
A400
SF-6
CMP-1MP-3H.MP
2 134556799
IMRP-1 MP-1HMP-1H
1"
1'-0"
1.31.54.55.15.77.99 4.64.9 4.2 NOTE:
CONSTRUCTION DOCUMENTS ARE
DRAWN ON ANSI D (22"H x 34"W)
SHEET SIZE WITH CORRESPONDING
GRAPHIC SCALE & DRAWING SCALE
AS INDICATED ALONG WITH
DRAWING TITLES. WHEN
CONSTRUCTION DOCUMENTS ARE
PRINTED ON TABLOID/A3 (11"H x
17"W), DRAWING SCALE IS
ASSUMED TO BE HALVED OF THE
ORIGINAL INDICATED DRAWING
SCALES.
SHEET NAME:
SOUTHWEST LIGHT RAIL TRANSIT
HOPKINS RAIL SUPPORT FACILITY
DISCIPLINE:
ARCHITECTURE
NO DATE DRAWN CHECK DESIGN REVISION / SUBMITTAL
SHEET
OF
DATE: REG. NO.:
0 5' 10' 15'
1/8" = 1' - 0"BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:48:50 PMA303
EXTERIOR BUILDING ELEVATIONS
HRSF-ARC-ELV-
59
151
EXTERIOR MATERIALS LEGEND
CIPC CAST-IN-PLACE CONCRETE, SEE
SPECS FOR FINISH.
CMP-1 COMPOSITE METAL PANEL. COLOR
LITE SILVER
IMRP-1 INSULATED METAL ROOF PANEL.
COLOR: LITE GRAY
MP-1H METAL PANEL. COLOR: LITE GRAY.
HORIZONTAL RIB.
MP-1V METAL PANEL. COLOR: LITE GRAY.
VERTICAL RIB.
MP-2H.6 METAL PANEL. COLOR: MID GRAY.
HORIZONTAL RIB.
MP-2V.6 METAL PANEL. COLOR: MID GRAY.
VERTICAL RIB.
MP-3H.MP METAL PANEL. COLOR: YELLOW.
HORIZONTAL RIB.
A303 Scale: 1/8" = 1'-0"
1 NORTH ELEVATION
A303 Scale: 1/8" = 1'-0"
2 EAST ELEVATION
KEYNOTES - EXTERIOR ELEVATION
1 METRO TRANSIT SIGNAGE- SEE
SPECIFICATIONS
2 EXHAUST FAN HOOD. REFER TO MECH. FOR
ADDITIONAL INFO.SEE 2/A520 FOR CURB DETAIL.
3 LOUVERED GRAVITY VENTILATOR. REFER TO
MECH. FOR ADDITIONAL INFO. SEE 2/A520 FOR
ROOF CURB DETAIL.
4 EXHAUST DUCT. REFER TO MECH. FOR
ADDITIONAL INFO.SEE 3/A520 FOR PIPE
PENETRATION DETAIL TYP.
5 EAVES GUTTER & DOWNSPOUT
6 METAL PANEL SCREEN - CENTRIA PERFORATED
PANEL - BR5-36 40% SCREEN
7 CANOPY
8 CONCRETE FILLED BOLLARD, SEE 7/S006
9 WALL PACK. REFER TO ELEC. FOR ADDITIONAL
INFO.
10 BOLLARD & RAIL GUARD, SEE 2/S204.
11 LOADING DOCK SEAL
12 12" X 12" LOUVER - SEE MECHANICAL
#
0 05/01/2023 ISSUED FOR BID
MAIN LEVEL
EL 903' -0"
T.O.W. -SHED ROOF
EL 917' -0"
T.O.W. -PITCH ROOF
EL 925' -0"
A B C ED F G H K L MJ
2
A410
T.O.W. -LOADING DOCK
EL 919' -6"
ROOF RIDGE -PITCH
ROOF
EL 930' -6 1/2"
HEADWALL -SHED ROOF
EL 920' -4 3/4"
1
A412
8' - 0"14' - 0"10' - 1 3/4"17' - 4 3/4"11' - 3"
RO.
10' - 0" 3' - 5" 4' - 6"
RO.
12' - 0" 10' - 2 1/4"
RO.
3' - 4" 37' - 1 3/4" 8' - 0"
1' - 6"
RO.
3' - 4" 1' - 2" 43' - 4"
24' - 8"124' - 6"27' - 6 1/2"MP-2H.6 CIPC MP-2V.6CIPC
2222
1"
1'-0"
2
A400
2
A400
233
1"
1'-0"
4 555 61079999911
MP-1H
D.1 D.7 G.1 G.5 H.1
7
7
A410
A.3
MAIN LEVEL
EL 903' -0"
T.O.W. -SHED ROOF
EL 917' -0"
T.O.W. -PITCH ROOF
EL 925' -0"
2 3 4 5 6 7 81
T.O.W. -LOADING DOCK
EL 919' -6"
ROOF RIDGE -PITCH
ROOF
EL 930' -6 1/2"
HEADWALL -SHED ROOF
EL 920' -4 3/4"
3
A412
5
A412
2
A412
4
A412
SF.
9' - 6 5/8"
SF.
12' - 1 3/4" 7' - 5 5/8"
SF. RO.
24' - 0" 15' - 2 1/2" 5' - 7 5/8"
SF. RO.
14' - 0" 5' - 7 5/8" 11' - 1" 4' - 9"
SF. RO.
14' - 0" 9' - 7 1/2"
SF. RO.
14' - 0" 10' - 6 1/2"
SF. RO.
14' - 0" 7' - 4"
36' - 8 5/8"142' - 3 1/8"8' - 0"14' - 0"10' - 1 3/4"17' - 4 3/4"27' - 6 1/2"MP-2V.6 MP-1VCIPC
CIPC CIPC
2
9999
11 9
SF-7
SF-11SF-12
SF-3
899' - 0"
1
A400
1
A400
SF-8SF-9
SF-10
1"
1'-0"
2 3
9 9
MP-1V
MP-2V.6CMP-1 MP-3H.MPMP-3H.MP IMRP-1
IMRP-1
1.3 1.5 4.5 5.1 5.2 5.7 7.9 94.6 4.9
3'-8".7'-0".
7
E.J.
5
12
5
4.2
NOTE:
CONSTRUCTION DOCUMENTS ARE
DRAWN ON ANSI D (22"H x 34"W)
SHEET SIZE WITH CORRESPONDING
GRAPHIC SCALE & DRAWING SCALE
AS INDICATED ALONG WITH
DRAWING TITLES. WHEN
CONSTRUCTION DOCUMENTS ARE
PRINTED ON TABLOID/A3 (11"H x
17"W), DRAWING SCALE IS
ASSUMED TO BE HALVED OF THE
ORIGINAL INDICATED DRAWING
SCALES.
SHEET NAME:
SOUTHWEST LIGHT RAIL TRANSIT
HOPKINS RAIL SUPPORT FACILITY
DISCIPLINE:
ARCHITECTURE
NO DATE DRAWN CHECK DESIGN REVISION / SUBMITTAL
SHEET
OF
DATE: REG. NO.:
0 5' 10' 15'
1/8" = 1' - 0"BIM 360://60336960-SWLRT Hopkins Rail Support Facility/60336960_SWLRT Hopkins Rail Support Facility_A.rvt5/10/2023 1:49:03 PMA304
EXTERIOR BUILDING ELEVATIONS
HRSF-ARC-ELV-
60
151
EXTERIOR MATERIALS LEGEND
CIPC CAST-IN-PLACE CONCRETE, SEE
SPECS FOR FINISH.
CMP-1 COMPOSITE METAL PANEL. COLOR
LITE SILVER
IMRP-1 INSULATED METAL ROOF PANEL.
COLOR: LITE GRAY
MP-1H METAL PANEL. COLOR: LITE GRAY.
HORIZONTAL RIB.
MP-1V METAL PANEL. COLOR: LITE GRAY.
VERTICAL RIB.
MP-2H.6 METAL PANEL. COLOR: MID GRAY.
HORIZONTAL RIB.
MP-2V.6 METAL PANEL. COLOR: MID GRAY.
VERTICAL RIB.
MP-3H.MP METAL PANEL. COLOR: YELLOW.
HORIZONTAL RIB.
A304 Scale: 1/8" = 1'-0"
1 SOUTH ELEVATION
A304 Scale: 1/8" = 1'-0"
2 WEST ELEVATION
KEYNOTES - EXTERIOR ELEVATION
1 METRO TRANSIT SIGNAGE- SEE
SPECIFICATIONS
2 EXHAUST FAN HOOD. REFER TO MECH. FOR
ADDITIONAL INFO.SEE 2/A520 FOR CURB DETAIL.
3 LOUVERED GRAVITY VENTILATOR. REFER TO
MECH. FOR ADDITIONAL INFO. SEE 2/A520 FOR
ROOF CURB DETAIL.
4 EXHAUST DUCT. REFER TO MECH. FOR
ADDITIONAL INFO.SEE 3/A520 FOR PIPE
PENETRATION DETAIL TYP.
5 EAVES GUTTER & DOWNSPOUT
6 METAL PANEL SCREEN - CENTRIA PERFORATED
PANEL - BR5-36 40% SCREEN
7 CANOPY
8 CONCRETE FILLED BOLLARD, SEE 7/S006
9 WALL PACK. REFER TO ELEC. FOR ADDITIONAL
INFO.
10 BOLLARD & RAIL GUARD, SEE 2/S204.
11 LOADING DOCK SEAL
12 12" X 12" LOUVER - SEE MECHANICAL
#
0 05/01/2023 ISSUED FOR BID