2020.10.12 - Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Crystal Planning Commission Agenda Summary
Monday, October 12, 2020
7 p.m.
Crystal City Hall and Zoom Video Conference
1. Call to Order
2. Approval of Minutes*
a. Monday, July 13, 2020 meeting minutes
3. Public Hearing*
a. Rezoning to Planned Development from City of Crystal for proposed police
building addition at 4141 Douglas Drive North (Application Number 2020-05).
4. Old Business - None
5. New Business - None
6. General Information
a. City Council actions on previous Planning Commission items: None
b. Update from Council liaison
c. Staff preview of likely agenda items for Monday, November 9, 2020 meeting
7. Open Forum
8. Adjournment
* Items for which supporting materials are included in the meeting packet
Page 1 of 2
CRYSTAL PLANNING COMMISSION
DETAILED AGENDA
Monday, October 12, 2020 at 7:00 p.m.
Council Chambers, Crystal City Hall
and Zoom Video Conference
Zoom call information: https://bit.ly/2FRQ5ey (meeting ID is 882 8422 5881
and password is 414141) or call-in toll free at 888-475-4499
Commissioners, please call 763.531.1142 or
email dan.olson@crystalmn.gov if unable to attend
* Items for which supporting materials are included in the meeting packet
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the
following members present:
Commissioner (Ward 1)
Sears
Commissioner (Ward 2)
Selton [Chair]
Commissioner (Ward 4)
Einfeldt-Brown [Vice
Chair]
Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
Commissioner (Ward 4)
Johnson
Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Seffren
2. APPROVAL OF MINUTES *
Moved by _______________ and seconded by _______________ to approve the minutes of
the July 13, 2020 regular meeting with the following exceptions:
Motion carried.
3. PUBLIC HEARING*
a. Rezoning to Planned Development from City of Crystal for proposed police building
addition at 4141 Douglas Drive North (Application Number 2020-05).
Staff presented the following:
Page 2 of 2
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _______________ to recommend ______ to
the City Council of the Rezoning to Planned Development for the proposed police building
addition at 4141 Douglas Dr N.
Motion carried.
4. OLD BUSINESS - None
5. NEW BUSINESS - None
6. GENERAL INFORMATION
a. City Council actions on previous Planning Commission items: None
b. Update from Council Liaison
c. Staff preview of likely agenda items for Monday, November 9, 2020 meeting:
7. OPEN FORUM
8. ADJOURNMENT
Moved by _____ and seconded by ______ to adjourn.
Motion carried.
The meeting adjourned at ______ p.m.
Unapproved Planning Commission Minutes – July 13, 2020
CRYSTAL PLANNING COMMISSION
MINUTES
Monday, July 13, 2020 at 7:00 p.m.
Council Chambers, Crystal City Hall and Zoom Video
Conference
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the
following members present:
Commissioner (Ward 1)
Sears
X Commissioner (Ward 2)
Selton [Chair]
X Commissioner (Ward 4)
Einfeldt-Brown [Vice Chair]
Commissioner (Ward 1)
Heigel
X Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
X Commissioner (Ward 4)
Johnson
X Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
X Commissioner (At-
Large) Seffren
Other attendees: City planner Dan Olson, rental licensing specialist Chee Yang, City’s IT
Systems Administrator Matt Haga, and City Council liaison Brendan Banks.
2. APPROVAL OF MINUTES
Moved by Maristany and seconded by Seffren to approve the minutes of the June 8, 2020
regular meeting. Ayes: Strand, Selton, Einfeldt-Brown, Johnson, Maristany, and Seffren.
Nays: None
Motion carried.
3. PUBLIC HEARINGS – None
4. OLD BUSINESS - None
5. NEW BUSINESS
a. Conformance to Comp Plan – sale of 3240 Hampshire Ave N
Planner Olson presented a summary of the staff report and stated staff is recommending
that the Commission determine the sale of the lot is in conformance to the Comprehensive
Plan.
Einfeldt-Brown asked if the Environmental Quality Commission (EQC) should see this in
case they recommended that the property be preserved due to the soil and wetland issues.
Unapproved Planning Commission Minutes – July 13, 2020
Olson said typically the EQC does not review EDA lot sales, but he’s not sure what the
purpose of such a review would be. There is a large park across the street so the city does
not have a need for more park land in this area.
Moved by Maristany and seconded by Seffren to determine that the sale of the lot is in
conformance to the Comprehensive Plan.
Ayes: Strand, Selton, Einfeldt-Brown, Johnson, Maristany, and Seffren. Nays: None
b. Conformance to Comp Plan – sale of 4741 Welcome Ave N
Planner Olson presented a summary of the staff report and stated staff is recommending
that the Commission determine the sale of the lot is in conformance to the Comprehensive
Plan.
Moved by Johnson and seconded by Seffren to determine that the sale of the lot is in
conformance to the Comprehensive Plan.
Ayes: Strand, Selton, Einfeldt-Brown, Johnson, Maristany, and Seffren. Nays: None
c. Woda Cooper Companies proposal to develop an apartment building at 5240 West
Broadway.
Planner Olson summarized the information in the staff report about the proposed
development.
Johnson asked if the Comp plan population projections would need to be changed if this
building is constructed. Olson stated that this is just one building and since the area is
designed as “mixed use”, it is understood that redevelopment would bring more residents
to the town center district.
Maristany asked if a shadow study would be done. Olson said it could be, but since there
is very little residential in this area, it may not be likely. Maristany asked if the city should
amend its exterior lighting requirements if a lot of town center properties are redeveloped.
Olson said those requirements could be amended, but it would be important to first identify
what issue you are trying to address. It’s possible that if there are negative lighting
impacts, code enforcement could be stepped up rather than amending the UDC.
6. GENERAL INFORMATION
City Council actions on previous Planning Commission items: Planner Olson stated that
the City Council approved these two applications as recommended by the Commission:
– Site plan review request at 5160 West Broadway
– Miscellaneous amendments to the Unified Development Code
Update from Council Liaison: Council liaison Banks answered miscellaneous questions
from Commission members, including the Council’s thoughts on the Woda Cooper
development and the proposed new police station building.
Staff preview of likely agenda items for Monday, August 10, 2020 meeting.
Mr. Olson said he has not received any applications for the meeting, but the deadline is not
until tomorrow.
Unapproved Planning Commission Minutes – July 13, 2020
7. OPEN FORUM
Commission member Maristany asked if staff had any idea when the Iron Horse park
improvements are to be completed. Olson said he was not exactly sure, but he believes those
improvements should be done this year.
8. ADJOURNMENT
Moved by Johnson and seconded by Seffren to adjourn. Ayes: Strand, Selton, Einfeldt-
Brown, Johnson, Maristany, and Seffren. Nays: None
Motion carried.
The meeting adjourned at 7:49 p.m.
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 1 OF 9
__________________________________________________________________________
FROM: Dan Olson, City Planner
__________________________________________________________________________
TO: Planning Commission (for October 12 Meeting)
DATE: October 6, 2020
RE: PUBLIC HEARING – Rezoning to Planned Development for a police building
addition at 4141 Douglas Drive North (Application 2020-05)
A. INTRODUCTION
The City of Crystal is proposing to construct a police building addition to the existing city
hall at 4141 Douglas Drive North. The property is comprised of four separately platted lots
zoned Low Density Residential (R-1). Public buildings are a conditional use in the R-1
district. The applicant is proposing to consolidate the lots into one parcel and rezone the
property to Planned Development (R1 - PD). Notice of the October 12 public hearing was
published in the Sun Post on October 1, mailed to property owners within 1000’ of the
property (see attachment A), posted in two locations on the site, and posted to all Crystal
neighborhoods on Nextdoor.
Staff Report Attachments:
A. Site location and neighborhood notice mailing map
B. Existing zoning map
C. 2040 Comprehensive Plan planned land use map
D. Project narrative
E. Site and building plans (28 pages)
Staff Report Organization:
Section Page Number(s) Information Provided
B. (Background) Page 2
Existing use
Surrounding land uses
C. (Proposed Police Building Addition) Pages 2-6
Proposed use
Site plan elements
D. (Rezoning to Planned Development)
Page 6-7 Rezoning to R1-PD
E. Conditional use permit criteria Pages 7-8 City response to criteria
F. (Requested Action) Page 8-9 Requested Planning
Commission action
Approval conditions
PLANNING COMMISSION STAFF REPORT
Proposed Police Building Addition
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 2 OF 9
B. BACKGROUND
Existing Use
The 3.4 acre (147, 429 SF) property contains two existing buildings, with an associated
surface parking lot:
4101 Douglas Dr N – The property contains an existing 6,533 square foot fire station
building constructed in 1975.
4141 Douglas Dr N - The property contains an existing 19,961 square foot city hall
and police building constructed in 1965.
Surrounding Land Uses
The following are the existing zoning districts and land uses surrounding the property:
North: Across Douglas Drive north of the subject property are single-family homes
zoned R-1, as well as a vehicle repair shop zoned Commercial.
East: Across Douglas Drive are single-family homes zoned R-1 and a veterinary clinic
zoned Commercial.
West: To the west is another institutional use, the Hennepin County library, which is
zoned R-1.
South – To the south are single-family homes zoned R-1.
C. PROPOSED POLICE BUILDING ADDITION
Proposed Use
The proposed use is to remove 4,800 SF from the north end of the existing city hall and
construct a 23,800 SF police building addition northwest of city hall. 14,700 SF of the
existing city hall would remain and continue to be used.
The height of the building addition is 28 feet.
The illustration on the next page shows the proposed building addition location with the
reconfigured parking areas.
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 3 OF 9
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
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Site Plan Elements
The properties included in the Planned Development consists of four platted lots.
The applicant will submit a lot consolidation application that will combine these lots
into one parcel. According to the UDC, a lot consolidation application is approved by
the City Council without the need for a public hearing. The following are the notable
site plan elements for the proposed building addition:
Building setbacks. Since the property fronts on three public streets, the property is
defined in the UDC as a through corner lot. For these lots the front lot line is defined
as that street upon which the building faces. Since the building’s entrance faces the
west side of the property, which is not located along a public street, staff has
determined that for zoning purposes the front property line is the north property line.
This interpretation follows the UDC requirement that the shortest street side is the
front property line. Since the west property line is the only side not facing a public
street, that side is the interior side yard.
The following are the proposed setbacks for the building addition compared to the
setback requirements in the underlying R-1 district. The Planned Development
zoning classification allows for flexibility in zoning requirements.
North (front) property line: 31.6’ (requirement is 30’).
As part of the lot consolidation plat, the county may request a 7-foot wide
easement for widened or relocated sidewalk or trail along 42nd Avenue and
Douglas Drive. This would reduce the building setback to 24.6’.
East (corner side) property line: 114.4’ (requirement is 20’)
South (rear) property line: 300+’ (requirement is 30’)
West (interior side) property line: 7’ (requirement is 10’)
The proposed building addition is not located in an existing or proposed drainage or
utility easement.
Parking.
The property currently has 100 parking spaces: 8 in the existing police garage
and 92 in surface lots. At this time, the lower (secure) lot is used for both Police
Department and police employee vehicles. The upper lot is also used by Police
Department and police employee vehicles in addition to its use by the public.
The site plan calls for removal of portions of the upper parking lot to
accommodate the building addition, and expansion of the lower lot into areas
occupied by the current police department wing of City Hall.
After the project is complete, the property will have 117 parking spaces: 33 in
the new police garage and 84 in surface lots. Because Police Department
vehicles will all be parked in the new garage, and police employee vehicles will
be parked in the lower lot, fewer spaces will be needed in the upper lot when
compared to the current parking arrangement.
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 5 OF 9
The UDC does not require a specific number of spaces for public buildings, but
the overall number of spaces is greater than existing number and adequately
meets the needs of the facility.
LOCATION EXISTING PROPOSED
Garage 8 spaces 33 spaces
Lower (secure) parking lot 19 spaces 27 spaces
Upper parking lot 73 spaces 57 spaces
-------------------------------------------------------------------------- ----------------------------------- -----------------------------------
Total Parking Spaces 100 spaces 117 spaces
Stormwater management and erosion control measures. Due to the scope of the
project, the stormwater plan is subject to Shingle Creek Watershed Management
Commission standards.
The project includes expansion of an existing stormwater infiltration tank
underneath the lower parking lot in the northeast corner of the property.
The percent impervious will increase from 68.7% to 75.2%. The maximum
coverage is 70% for the R-1 district, but this requirement can be modified under
PD zoning.
Despite the increase in impervious surface, the project will result in slightly
reduced runoff due to stormwater management improvements to be installed. For
example, in a 100-year rainfall event, the runoff rate will be 33.88 cubic feet per
second vs. 35.02 CFS for the site as it exists today.
During building construction, erosion control techniques to be used including silt
fences, sediment control logs, and erosion control blankets.
Utilities. The proposed building addition will connect with existing water through City
Hall, but it is proposed that a new sanitary sewer service connection be made to the
main under 42nd Ave. Existing overhead utilities are located along 42nd Avenue.
These utilities will be located in drainage and utility easements that are dedicated
with the new lot consolidation plat. If those lines are relocated or extended, then the
lines and extensions must be buried underground. New private utility services to the
proposed building, such as Xcel Energy, Century Link and Comcast, will be buried
underground.
Access and circulation. The city’s Public Works department and the West Metro Fire
Rescue District staff have reviewed this traffic circulation plan and found it sufficient
to meet vehicle movement into and within the site, including fire trucks.
As a part of the building addition, driveway access will change for both the city
hall/police station and the adjacent Hennepin County library (6401 - 42nd Ave N):
City hall/police station: The existing northwest driveway access to city hall off of
42nd Avenue will be permanently closed and the building addition will be
constructed in this area. Two existing accesses to the parking lot in the northeast
corner of the property will remain: one off of 42nd Avenue and the other off of
Douglas Drive, which will be slightly relocated to the south.
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
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Library: In 2019 the city and the county signed an agreement which provides
mutual access on each other’s property. It is planned to widen the existing library
driveway access off of 42nd Avenue to allow for east and west turning movements
for vehicles exiting the property. This access will continue to serve as the library’s
main entry point. An existing internal secondary access between the city hall
parking lot and the library parking lot will be relocated slightly northward.
Building elevations. The proposed major exterior building material is prefinished
aluminum panels, with brick, glass, and stone veneer as accent materials. These
materials meet the city’s requirements. A rending of the proposed building is
attachment E.
Landscaping. The landscape plan shows 11 existing trees to be removed to
accommodate the proposed building addition. The plan calls for 24 new trees to be
planted. These trees are speckled alder, quaking aspen, American linden, and
Japanese tree lilac. The landscape plan also shows ten varieties of shrubs. The
entire length of the building foundation facing Douglas drive is not completely
screened with shrubs as required by the UDC, but the foundation is sufficiently
screened from street view by a combination of trees, shrubs, and a wrought iron
fence along both 42nd Avenue and Douglas Drive.
Screening. The existing dumpster enclosure on the west side of the property will be
removed. A new enclosure will be installed near the fire station and will face inward
to the parking lot. A new electrical transformer on the north side of the building
addition will be screened by landscaping. No rooftop mechanical unit will be visible
from public streets.
Exterior Lighting. There are eleven existing light poles in the existing parking lots,
seven of which will be removed. Four new light poles will be installed in the new
parking areas. There will be three exterior lighting fixtures on the proposed building.
This lighting meets the city’s requirements.
Pedestrian connections. There are existing sidewalks along 42nd Avenue and
Douglas Drive, as well as interior sidewalks throughout the property. It’s possible the
County may require the city to dedicate a 7-foot wide easement for a future trail
connection (see above).
Signs. The applicant may install wall signs for the police building and must receive
sign permit approval before installing any building signage.
D. REZONING TO PLANNED DEVELOPMENT (R1 - PD)
The applicant is requesting that the consolidated properties be rezoned to Planned
Development (R1 - PD), which allows some flexibility in zoning requirements when
planning campus-type land uses. The underlying zoning for the property would be Low
Density Residential (R-1). The R1-PD zoning allows for the following differences from the
underlying zoning requirements:
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
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More than one principal building on the property. This is a reasonable use of the
property because it functions as a civic campus and already has multiple principal
buildings city hall and fire station).
Reduction of the west side building setback from 10 feet to 7 feet. This is necessary
due to the grade change and secure parking area located between the building
addition and Douglas Drive.
Additional reduction in the setback required from any adjacent public road in the
event that an additional roadway easement or sidewalk/trail easement is
subsequently granted, declared or dedicated in the future. This is necessary to
accommodate potential future widening or relocation of sidewalk or trail facilities
along the adjacent county roads.
Increase the amount of impervious surface to 75% of the property from the maximum
allowed of 70%. This is reasonable based on the enhanced stormwater treatment
systems proposed to be installed as part of the building addition project.
E. CONDITIONAL USE PERMIT CRITERIA
The following are the relevant criteria for approval of conditional use permits in city code
section 510.19:
(a) The proposed use has been approved as a conditional use in the zoning district for
which it is proposed.
Findings: Public buildings are a conditional use in the R-1 district.
(b) The conditional use will be in accordance with the general objectives, or with any
specific objective, of the city’s comprehensive plan and the unified development
code (UDC).
Findings: On the 2040 Planned Land Use map (attachment C), the property
is guided as Institutional, which includes “churches, schools, cemeteries,
and publicly-owned properties”. The existing police building is in
conformance with this land use designation.
(c) The conditional use will be designed, constructed, operated, and maintained so as to
be harmonious and appropriate in appearance with the existing or intended
character of the general vicinity and that such use will not change the essential
character of the same area.
Findings: The property is located on the edge of a commercial area that
transitions into a residential area. An institutional building has existed at
this location since 1965, and the character of that use will not change.
(d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently
addressed to mitigate negative impacts on nearby uses.
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
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Findings: The proposed building addition will not generate unusual noise
impacts. Hours of operation will continue to be the same as they have
been for many years. New exterior lighting meets the city’s requirements.
(e) Parking is adequately provided for the proposed conditional use.
Findings: There are not specific parking requirements for public buildings.
As described in section C, above, parking is adequately provided for.
(f) In the approval of a conditional use permit, the City Council may impose such
conditions as it determines is necessary to make the use compatible with other uses
allowed in the same district zone or vicinity.
Findings: The proposed conditions of approval for the CUP and rezoning
to R1-PD are found in section F of this staff report.
F. REQUESTED ACTION
The Planning Commission is asked to make a recommendation to the City Council to
either deny or approve the rezoning to Planned Development for the police building
addition at 4141 Douglas Drive North. This recommendation should include findings of
fact either for or against the proposal. The Commission may reference the findings for
approval in sections B, C, D, and E above. Staff recommends approval of the rezoning to
Planned Development (R1-PD) with the following conditions of approval:
1. Site Plan. The development shall be constructed according to the site plan in
attachment E.
2. Lot consolidation. Prior to disturbing the site, the applicant shall receive approval by
the City Council of a lot consolidation application to combine the applicant’s four
properties into one parcel and provide new easements on the final plat document.
3. Overhead utilities. If utility lines are installed, relocated or extended, the lines shall
be buried underground. New private utilities, such as Xcel Energy, Center Point
Energy, or Comcast shall be buried underground.
4. Special provisions related to Planned Development rezoning. The rezoning to R1-PD
implements the following special provisions in place of the standard R-1
requirements:
a) More than one principal building on the property is permitted.
b) The west side setback is reduced from 10 feet to 7 feet.
c) If an additional roadway easement or sidewalk/trail easement is subsequently
granted, declared or dedicated along an abutting public street or road, the
minimum setback shall be automatically reduced by the width of the easement.
d) The maximum impervious surface coverage on the property is increased from
70% to 75%.
4141 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
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City Council action of the first reading of the ordinance rezoning the property to R1-PD is
anticipated on October 20, 2020.
If the Council approves first reading, then second reading of the rezoning ordinance
would be considered at a future regularly scheduled Council meeting in which the lot
consolidation application will also be considered.
Site Location and Public Hearing Notice Mailing Map
4141 Douglas Dr N.
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
4141 Douglas Dr N.
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
2040 Comprehensive Plan Map
4141 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment C
September 15, 2020
City of Crystal
4141 Douglas Dr. North
Crystal, Minnesota 55427
Re: City of Crystal New Police Facility
Commission No. 192195
To Whom it may concern:
This projects primary goal is to provide the Police department with a facility that achieves the best
functional organization for the department and while providing the safety separation between
civilians and police staff while maintaining a friendly and welcoming environment for the public.
See the following responses to questions regarding this property:
1. Comment: What is the zoning district for the property?
Response: R1 – Low Density Residential
2. Comment: What is the existing use for the property?
Response: The property currently houses the City of Crystal City Hall, Police
Department, and West Metro Fire Station.
3. Comment: What is the proposed use for the property?
Response: The proposed use of the property will be the same as the existing use.
4. Comment: If applicable, describe how the existing adjacent residential uses will be
protected from potential adverse effects of the proposed use.
Response: The new building does not affect any of the surrounding residential areas.
5. Comment: Describe how the proposed site plan provides safe conditions for pedestrians or
motorists and prevents the dangerous arrangement of pedestrian and vehicular ways.
Response: The new building location reduces an access point on 42nd street which will help
mitigate congestion. The new layout also provides direct access onto Douglas Drive for
emergency vehicles allowing them to exit the property in a safe way. The proposed layout
also modifies the existing parking lot and will add new pedestrian walkways to allow for
safe passage from one building to another.
6. Comments: Have any use-specific standards for the proposed use been addressed (City
code section 515)?
Attachment D
Page 2 of 2
Response: The proposed building is considered an essential service within the Public
Facilities category. Under this use the essential services is a permitted use and there are
no use-specific standards listed as needed for this section.
I hope this give you a better understanding of the needs for the police facility.
Sincerely,
Wold Architects and Engineers
Melissa Stein
Associate
CRYSTAL POLICE BUILDING PROJECT
1
The City of Crystal is planning a new Crystal Police
Department building on the existing city hall municipal
campus at 4141 Douglas Dr. N. The site was chosen for
its cost savings and a desire to keep administrative and
police functions centrally located in the community.
The project includes a 23,800 sq. ft. police building
northwest of the existing city hall, east of the Rockford
Road library access road to 42nd Ave.
EXISTING BUILDING
The current city hall, which includes the police
department and city administration, was built in 1965, and
underwent a remodel in 1993. The police department
portion has significant structural issues, including fleet,
equipment and space inefficiencies. Technology
upgrades have been postponed, equipment storage and locker room space are inadequate; and gun storage and
the armory falls short of modern security standards. Also, the garage has structural issues and police vehicles are
stored outside. A recent state audit recommends upgrades to the jail, while interview rooms lack soundproofing
and the detention area needs security improvements.
NEW BUILDING FEATURES
The new police building will feature efficient, safe work spaces, including a secure, centralized evidence storage
area; secure indoor fleet storage; a dedicated space for K9 officer(s); and an up-to-date detention space and
expanded locker room space and capacity. Much of the current police department will be demolished, but some
will remain to be repurposed as an additional community meeting room for city hall.
Numerous energy efficiencies are included in the building's design.
As part of the project in cooperation with Hennepin County, the library access road to 42nd Ave. will be
reconstructed with a wider curb cut and right-turn lane, an existing city hall curb cut on 42nd will be removed, and
the internal access drive will be relocated with a pedestrian connection between the library and city hall.
PROJECT COST
The project will cost $16 million, including construction, fixtures and design fees. It will be paid for using cash from
the city's building fund and various other capital funds.
PROJECT TIMELINE
The design phase is expected to be complete in 2020, with project review by the planning commission and
approval by the city council in the 4th quarter of 2020. Construction would start in the spring of 2021. Occupancy
of new building is expected in early summer 2022.
C0.000ALTA/NSPS LANDTITLE SURVEYAttachment E
DOUGLAS DR N
(A Public R/W)42ND AVE N(A Public R/W)16" PCCP(Per Rec.)8" CI Force Main(Per Rec.)12" VCP8" GAS(Per Rec.)8" VCP(Per Rec.)24" PCCP(Per Rec.)
8" GAS(Per Rec.)
10" VCP(Per Rec.)3" GAS(Per Rec.)24" PCCP
10" VCP
8" GAS6" CIP(Per Rec.)8" PVC12" PVC10" RCP
12" RCP12" RCP2" PVC6" PVC 12" RCP12" RCP12" RCP41ST AVE N(A Public R/W)One story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided building
Address: 4101 Douglas Dr N
Foundation Area: 6,533 Sq. Ft.
Fire Department Crystal City Hall1181718" RCP(Per Rec.)8" PVCDeck IronFenceWoodFenceRocksRetainingWallStairs
WallBollardConcreteWoodFenceLandscapeLineLandscape
Line
Landscape
LineLandscapeLineFlag PolePID: 1711821140016Address: 6328 41st Ave NOwner: Owen F JohnsonPID: 1711821140017Address: 6400 41st Ave NOwner: Matthew Charles Lindahl PID: 1711821140015Address: 6401 42nd Ave NOwner: County of HennepinC1.000SELECTIVE SITEDEMOLITION ANDEROSIONCONTROL PLANCity SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181
16" PCCP(Per Rec.)8" CI Force Main(Per Rec.)12" VCP8" GAS(Per Rec.)8" VCP(Per Rec.)24" PCCP(Per Rec.)
8" GAS(Per Rec.)
10" VCP(Per Rec.)3" GAS(Per Rec.)24" PCCP
10" VCP
8" GAS6" CIP(Per Rec.)10" RCP
12" RCP12" RCP
12" RCP12" RCP12" RCPOne story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided building
Address: 4101 Douglas Dr N
Foundation Area: 6,533 Sq. Ft.
Fire Department Crystal City Hall18" RCP(Per Rec.)Deck
Stairs
WallBollardWoodFenceLandscape
LineLandscapeLineFlag PoleCity SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C2.000GRADING,DRAINAGE, ANDEROSIONCONTROL PLAN
16" PCCP(Per Rec.)8" CI Force Main(Per Rec.)12" VCP8" GAS(Per Rec.)8" VCP(Per Rec.)24" PCCP(Per Rec.)
8" GAS(Per Rec.)
10" VCP(Per Rec.)3" GAS(Per Rec.)24" PCCP
10" VCP
8" GAS6" CIP(Per Rec.)10" RCP
12" RCP12"
RCP
12" RCP12" RCP12" RCPOne story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided building
Address: 4101 Douglas Dr N
Foundation Area: 6,533 Sq. Ft.
Fire Department Crystal City Hall18" RCP(Per Rec.)Deck
Stairs
WallBollardWoodFenceLandscape
LineLandscapeLineFlag PoleCity SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C3.000UTILITY PLAN
One story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided building
Address: 4101 Douglas Dr N
Foundation Area: 6,533 Sq. Ft.
Fire Department Crystal City HallDeck
Stairs
WallBollardWoodFenceLandscape
LineLandscapeLineFlag PoleCity SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C4.000PAVING ANDGEOMETRIC PLAN
One story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided building
Address: 4101 Douglas Dr N
Foundation Area: 6,533 Sq. Ft.
Fire Department Crystal City HallDeck
Stairs
WallBollardWoodFenceLandscape
LineLandscapeLineFlag PoleCity SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C4.001DELIVERY TRUCKTURNING EXHIBIT
City SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C5.000CIVIL DETAILS
City SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C5.001CIVIL DETAILS6"NOTES:
8" PVC12" PVC10" RCP 12" RCP12" RCP2" PVC6" PVC 12" RCP12" RCP12" RCPOne story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided buildingAddress: 4101 Douglas Dr NFoundation Area: 6,533 Sq. Ft.Fire Department Crystal City Hall1181718" RCP(Per Rec.)8" PVCDeck IronFenceWoodFenceRocksRetainingWallStairsWallBollard ConcreteWoodFenceLandscapeLineLandscapeLineLandscapeLineLandscapeLineFlag Pole23411510" RCP
12" RCP12"
RCP
12" RCP
12"
R
C
P12" RCPOne story stucco sided buildingAddress: 4141 Douglas Dr NFoundation Area: 19,961 Sq. Ft.One story stucco sided building
Address: 4101 Douglas Dr N
Foundation Area: 6,533 Sq. Ft.
Fire Department Crystal City Hall18" RCP(Per Rec.)Deck
Stairs
WallBollardWoodFenceLandscape
LineLandscapeLineFlag Pole143256City SubmittalPRELIMINARYBKBMENGINEERSFEDCBA12345678NorthCheck:Drawn:Date:Comm:License Number:DateI hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and that I ama duly Licensed Professional Engineer under the laws of theState of Minnesota.2020 BKBM Professional Engineers, Inc.All rights reserved.This document is an instrument of service and is theproperty of BKBM Engineers, Inc. and may not be used orcopied without prior written consent.CCRYSTAL CITY HALL4141 DOUGLAS DR. N.CRYSTAL, MN. 55422CRYSTAL CITYHALLKABWH10/01/202019219510/01/202052209RevisionsDescriptionDateNumKevin A. Bohl4141 DOUGLAS DRIVE N.CRYSTAL, MN. 554226120 Earle Brown Drive, Suite 700Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comBKBM JOB NUMBER: 20181C6.000STORMWATERPOLLUTIONPREVENTIONPLAN
X1
X2
X3
X4
X4.2
X6
X7
X8
X3.7
X5
X5.9
X5.7
x5.6
XA
XA
XB
XB
XC
XC
XD
XD
XE
XE
XF
XF
XD.6
XD.6
XE.2
XE.2
XE.8
XE.8
XE.9
XE.9
XF.1
XF.1
XG
X4.1
X4.3
6
7
8
9
10
J
FITNESS ROOM
A008
QUIET
A005
QUIET
A006
DT STORAGE
A004
VESTIBULE
A001
CORRIDOR
A002
STORAGE
A008A
MECHANICAL
ROOM
A011
SHOWER
A013
CORRIDOR
A010
CORR.
A007
CORRIDOR
A009A005A006A008AA009A012A013A010AREA AAREA CAREA AAREA BB1A5.101B3
A5.101STORAGE
A003
BUILDING EXPANSION JOINT
WATER PROOFING AND
DRAINAGE TILE
SHOWER
A012A004A003
A001A
A008BA007
E2
A5.201
_______
E5
A5.201
_______
E7
A5.201
_______
E4
A5.202
_______
_______B5
A4.103
E1
A5.201
_______
E1
A5.204
_______1A0072
A007
A4.402
D3a
A4.402
D1a
A4.402
D2
GA2
GA2
MA3
GA3
MA3
MA3
GA2MA5MA3
MA3
GF1
72'-5 3/4"
1'-0 3/4"4'-2" 6'-2" 1'-9"
1'-2 1/2"
13'-4 1/2" 3'-8" 8'-0" 12'-0" 20'-0" 1'-1"
FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.
MASONRY PARTITIONS:
4" WALL: 3 3/4" FRAME
6" WALL: 5 3/4" FRAME
8" AND GREATER WALL: 7 3/4" FRAME
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL
SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
INTERIOR NON RATED:
CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
INTERIOR AND EXTERIOR RATED:
FIRE RATED
EXTERIOR NON-RATED:
CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
SEE SHEET AX.XX FOR FRAME TYPES.
SEE SHEET AX.XX FOR DOOR TYPES.
AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:
FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND
ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT
SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."
1.
2.
3.
4.
5.
6.
DOOR SCHEDULE GENERAL NOTES
SEE DETAIL 54012 FOR USE WITH ALTERNATE #1
SEE DETAIL 43018 FOR USE WITH ALTERNATE #11.
2.
DOOR SCHEDULE REMARKS
PROVIDE FIRE NUMBER AT EXTERIOR DOORS
DOOR NUMBER IN "_".
3.
FLOOR PLAN KEY NOTES:
1 DOOR ACTUATORS
2 BOLLARD - SEE DETAIL 21001.
3 TUB SINK - SEE MECHANICAL
4 CAN WASH - SEE DETAIL 43010.
5 EMERGENCY EYE WASH. SEE MECH.
6 CABINET UNIT HEATER. SEE DETAIL 43046.
SEE MECH. FOR SPECIFICATIONS, COORDINATE
LOCATION WITH MECH.
7 SALVAGED LOCKERS TO BE INSTALLED
BY CONTRACTOR.
8 LOCATION OF SEMI-RECESSED
DEFIBRILLATOR CABINET - SEE
DETAIL B/43004
9 LOCATION OF STACKED WASHER AND
DRYER (NIC)
10 SQUARE BRICK ACCENT - SEE ELEVATIONS/
SECTIONS FOR ADDITIONAL INFORMATION
SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK,
SOUND BLOCK, VWC AND PAINT.
1.
PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL
43008 FOR TILE PATTERN INFORMATION.
2.
PROVIDE EPOXY PAINT UP TO 13'-2" ABOVE FINISH FLOOR IN THE GYMNASIUM (155)3.
PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND
REFLECTED CEILING PLANS.)
4.
SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS.5.
SEE DETAIL 43006 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.6.
PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS
AND VENTS.
7.
ALL ELEVATOR FINISHES, OTHER THAN FLOOR MATERIAL ARE SPECIFIED TO BE PROVIDED
BY ELEVATOR MANUFACTURER.
8.
PROVIDE VINYL BASE AT CASEWORK.9.
PAINT ALL EXPOSED CEILING ITEMS, INC. STRUCTURE, DUCTWORK, ELECTRICAL, ETC.
BLACK.
10.
SEE DETAIL 4300X FOR CARPET CIRCLE ACTIVITY INFORMATION.11.
SEE INTERIOR ELEVATIONS SHEET A3.11 FOR GYP. BD. REVEAL LOCATIONS.12.
PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL -SEE PLANS FOR LOCATIONS.
PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL.
13.
PROVIDE 16" V-SCORED BLOCK THROUGHOUT CORRIDOR. THIS INCLUDES CONTINUING
THIS BLOCK INTO ADJACENT SPACES.
14.
SEE DETAIL 43007 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.15.
SEE DETAIL 43008 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.16.
SEE ALTERNATE #1 FOR GYMNASIUM FLOOR FINISH ALTERNATE. REFERENCE
SPECIFICATION, SECTIONS AND DETAILS FOR WOOD FLOOR INFORMATON.
17.
SEE DETAIL 43012-43016 FOR FLOOR STRIPING INFORMATION.18.
SEE PLANS FOR GYM EQUIPMENT LOCATIONS (I.E. PULL-UP BARS, WALL PADS, ETC.).19.
SEE DETAIL 4300X FOR VCT FLOOR PATTERN INFORMATION.20.
SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING
INFORMATION.
21.
SEE STAIR SECTIONS FOR GLAZED BLOCK FINISH LOCATIONS.22.
xxxxxxx.23.
ROOM FINISH SCHEDULE REMARKS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:58:54 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A2.00a
LOWER LEVEL
FLOOR PLAN -
AREA A
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP, DV, AP
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
0
1/8" = 1'-0"
LOWER LEVEL PLAN - AREA AF1
6'12'
KEY PLAN
A
B
C
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
A001A AL 1 3'-0" 7'-0" AL -- 3'-0" CW X -- AL --
A003 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A004 F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM --
A005 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A006 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A007 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A008A F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM --
A008B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A009 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM --
A010 F 1 2'-8" 7'-0" WD -- 3'-0" FR 1 -- HM --
A012 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A013 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
A008 Room
A001 VESTIBULE CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
A002 CORRIDOR CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
A003 STOR. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
A003 STORAGE
A004 DT STORAGE CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
A005 QUIET CARPET CONCRETE BLOCK PAINT BLOCK PAINT GYP PAINT BLOCK PAINT
A006 QUIET CARPET CONCRETE GYP PAINT BLOCK PAINT BLOCK PAINT BLOCK PAINT
A007 CORR. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
A008 FITNESS ROOM CARPET CONCRETE BLOCK BLOCK AND
GYP
BLOCK
A008A STORAGE CARPET CONCRETE GYP GYP BLOCK BLOCK
A009 CORRIDOR EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
A010 CORRIDOR EXISTING EXISTING GYP EXISTING EXISTING EXISTING
A011 MECHANICAL ROOM EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
A012 SHOWER TILE CONCRETE TILE TILE TILE TILE
A013 SHOWER TILE CONCRETE TILE TILE TILE TILE
Revisions
Description Date Num
X6
X7
X5.9
X5.7
x5.6
XF.1XG
6
7
8
9
10
D E F G H JCBA
ELECTRICAL
ROOM
B005B
MEN'S
LOCKERS
B006
WOMEN'S
LOCKERS
B007
WOMEN'S
TOLETS/SHOWERS
B007A
MEN'S
TOILETS/SHOWER
B006A
MUD ROOM
B001DECONTAM.
B004
ELEV.
B003
DEFENSTIVE
TACTICS /
MULTI-PURPOSE
B008
CORRIDOR
B002
STOR.
A003
B008AB008B
B006
B007 AREA AAREA CAREA AAREA BAREA BAREA CA4.402
B6
FLOOR FINISH:
TILE
FLOOR FINISH:
TILE
FLOOR FINISH:
KINITEX CARPET
FLOOR FINISH:
KINITEX CARPET
UTILTY SINK
24" x 24" LOCKER WITH
INTERGAL BENCH AND
BOOT DRAWER STAIR TO HAVE TILE FINISHCUBBIES
24" x 24" LOCKER WITH
INTERGAL BENCH AND
BOOT DRAWER
WATER PROOFING AND
DRAINAGE TILE
RUBBER MATS ON FLOOR
AND WALLS UP TO 6'-0"
_______B1
A4.103
ELEC.
B005A
F6
A4.201
_______
C7
A4.201
_______F5
A4.201
_______
B004
B005A
E7
A5.204
_______
E1
A5.202
_______E2
A5.202
_______
E4
A5.202
_______
E5
A5.202
_______
E7
A5.202
_______
E1
A5.201
_______
E6
A5.204
_______
E2
A5.204
_______
A4.402
B2
A4.402 B1
A4.402
B7
14'-9"14'-5 1/4"29'-4"22'-4 1/4" 5'-4" 11'-7 1/8" 4'-8" 12'-6 5/8"
4 1/8"
3'-4"
1'-4 3/4"
19'-4" 8'-4" 4"2'-2 1/4"9'-10 1/2"5'-2 1/2"4 1/8"3'-4"1'-4 3/4" 6'-9 1/8" 3'-4" 4" 7'-2"
23'-9" 1'-4 1/8"3'-4" 3'-0 7/8" 5'-10 1/4"1'-9 3/4"2'-2"3'-2"2'-6 3/8"MA3 MA3
MA3
MA3
MA3
MA3
C162
MA3
MA3
MA3
MA3
MA3
GA2
MA3
MA33'-3 1/8"3'-6 7/8"33'-8 1/4"17'-3"17'-11 3/4"6'-3 3/4"26'-2 1/2" 3'-4" 8"8'-7 1/8" 6'-4" 8'-7 7/8"
MA3
19'-4" 8'-4" 4"
FLOOR PLAN KEY NOTES:
1 DOOR ACTUATORS
2 BOLLARD - SEE DETAIL 21001.
3 TUB SINK - SEE MECHANICAL
4 CAN WASH - SEE DETAIL 43010.
5 EMERGENCY EYE WASH. SEE MECH.
6 CABINET UNIT HEATER. SEE DETAIL 43046.
SEE MECH. FOR SPECIFICATIONS, COORDINATE
LOCATION WITH MECH.
7 SALVAGED LOCKERS TO BE INSTALLED
BY CONTRACTOR.
8 LOCATION OF SEMI-RECESSED
DEFIBRILLATOR CABINET - SEE
DETAIL B/43004
9 LOCATION OF STACKED WASHER AND
DRYER (NIC)
10 SQUARE BRICK ACCENT - SEE ELEVATIONS/
SECTIONS FOR ADDITIONAL INFORMATION
FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.
MASONRY PARTITIONS:
4" WALL: 3 3/4" FRAME
6" WALL: 5 3/4" FRAME
8" AND GREATER WALL: 7 3/4" FRAME
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL
SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
INTERIOR NON RATED:
CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
INTERIOR AND EXTERIOR RATED:
FIRE RATED
EXTERIOR NON-RATED:
CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
SEE SHEET AX.XX FOR FRAME TYPES.
SEE SHEET AX.XX FOR DOOR TYPES.
AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:
FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND
ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT
SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."
1.
2.
3.
4.
5.
6.
DOOR SCHEDULE GENERAL NOTES
SEE DETAIL 54012 FOR USE WITH ALTERNATE #1
SEE DETAIL 43018 FOR USE WITH ALTERNATE #11.
2.
DOOR SCHEDULE REMARKS
PROVIDE FIRE NUMBER AT EXTERIOR DOORS
DOOR NUMBER IN "_".
3.
SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK,
SOUND BLOCK, VWC AND PAINT.
1.
PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL
43008 FOR TILE PATTERN INFORMATION.
2.
PROVIDE EPOXY PAINT UP TO 13'-2" ABOVE FINISH FLOOR IN THE GYMNASIUM (155)3.
PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND
REFLECTED CEILING PLANS.)
4.
SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS.5.
SEE DETAIL 43006 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.6.
PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS
AND VENTS.
7.
ALL ELEVATOR FINISHES, OTHER THAN FLOOR MATERIAL ARE SPECIFIED TO BE PROVIDED
BY ELEVATOR MANUFACTURER.
8.
PROVIDE VINYL BASE AT CASEWORK.9.
PAINT ALL EXPOSED CEILING ITEMS, INC. STRUCTURE, DUCTWORK, ELECTRICAL, ETC.
BLACK.
10.
SEE DETAIL 4300X FOR CARPET CIRCLE ACTIVITY INFORMATION.11.
SEE INTERIOR ELEVATIONS SHEET A3.11 FOR GYP. BD. REVEAL LOCATIONS.12.
PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL -SEE PLANS FOR LOCATIONS.
PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL.
13.
PROVIDE 16" V-SCORED BLOCK THROUGHOUT CORRIDOR. THIS INCLUDES CONTINUING
THIS BLOCK INTO ADJACENT SPACES.
14.
SEE DETAIL 43007 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.15.
SEE DETAIL 43008 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.16.
SEE ALTERNATE #1 FOR GYMNASIUM FLOOR FINISH ALTERNATE. REFERENCE
SPECIFICATION, SECTIONS AND DETAILS FOR WOOD FLOOR INFORMATON.
17.
SEE DETAIL 43012-43016 FOR FLOOR STRIPING INFORMATION.18.
SEE PLANS FOR GYM EQUIPMENT LOCATIONS (I.E. PULL-UP BARS, WALL PADS, ETC.).19.
SEE DETAIL 4300X FOR VCT FLOOR PATTERN INFORMATION.20.
SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING
INFORMATION.
21.
SEE STAIR SECTIONS FOR GLAZED BLOCK FINISH LOCATIONS.22.
xxxxxxx.23.
ROOM FINISH SCHEDULE REMARKS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:58:58 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A2.00b
LOWER LEVEL
FLOOR PLAN -
AREA B
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP,DV
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
0
1/8" = 1'-0"
LOWER LEVEL PLAN - AREA BC1
6' 12'
KEY PLAN
A
B
C
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
B004 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B005A F 2 4'-0" 7'-0" WD -- 8'-4" FR 1 -- HM --
B006 F 1 3'-0" 7'-0" AL -- 3'-4" FR 1 -- AL --
B007 F 1 3'-0" 7'-0" AL -- 3'-4" FR 1 -- AL --
B008A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B008B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
B001 MUD ROOM CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B002 CORRIDOR CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B003 ELEV. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B004 DECONTAM. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B005A ELEC. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B005B ELECTRICAL ROOM CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B006 MEN'S LOCKERS KINETEX
CARPET
CONCRETE BLOCK BLOCK BLOCK BLOCK
B006A MEN'S TOILETS/SHOWER TILE CONCRETE TILE TILE TILE TILE
B007 WOMEN'S LOCKERS KINETEX
CARPET
CONCRETE BLOCK BLOCK BLOCK BLOCK
B007A WOMEN'S TOLETS/SHOWERS TILE CONCRETE TILE TILE TILE TILE
B008 DEFENSTIVE TACTICS /
MULTI-PURPOSE
RUBBER
MAT
CONCRETE BLOCK BLOCK BLOCK BLOCK
Revisions
Description Date Num
1
2
3
4
5
6
D E F G H JCBA
F1
A4.201
_______
VEHICLE
GARAGAE
C001
GUN MAINT.
C002
ARMORY
C003
SWAT GARAGE
C006
SWAT LOCKERS
C007
SWAT STOR.
C007A
SWAT ARMORY
C007B
STAIR
C009
C002C003C001AC001BC001CC001D
C007A
C007B C005C006AC006B C001GC001FC009 AREA AAREA CAREA BAREA CD1
A5.102
E1A5.101B1A5.102PAINTED CONCRETE
COLUMNS TYP.
4" PAINTED LINES, TYP.
WHEEL STOP, TYP.
HIGH SPEED
OVERHEAD DOOR
HIGH SPEED
OVERHEAD DOOR
UTILITY
SINK
STAINLESS STEEL
COUNTERTOP
OVERHEAD SECTIONAL
DOOR
METAL LOCKERS
SALT AND WATER RESISTANT CONCRETE SEALER
STAINLESS STEEL
COUNTER TOP
UTILITY SINK
STAINLESS STEEL
COUNTERTOP
WATER PROOFING
AND DRAINAGE TILE
_______B1
A4.201
STAINLESS STEEL
COUNTERTOP
WASH BAY
K9 KENNELS
C004
K9 STORAGE
C004A
TECH.
C008
PERFORATED METAL
SCREEN
6 SOLID PHENOLIC CUBBIES
4' x 3'
F3
A4.201
_______
C004
C004A
GUN CLEANING
C005
E4
A5.202
_______
E1
A5.203
_______
E2
A5.203
_______
E4
A5.203
_______
E5
A5.203
_______
E7
A5.203
_______
E2
A5.204
_______
F1
A5.205
_______
F3
A5.205
_______2'-11 7/8" 12'-0"5A0071A0082
A008
A4.402 B1
A4.402B5a
A4.402
B4
A4.402
B3a
A4.402B1a
A4.403
F7
A4.403
E3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
GB2
MA3
MA3
13'-4" 9'-2" 8'-2"8'-10 1/4"8'-9 3/4"7'-8"9'-9 5/8"9'-7 1/2"12'-0 1/2"
7'-11 1/2" 6'-0 1/2"1'-9 3/8"4'-8"5'-4 1/8"6'-8"6'-7 1/2"2'-6" 3'-4" 9'-3 3/8"
2'-6" 3'-4" 7'-6"
9'-0" 3'-0"
19'-0 1/4" 3'-4"1'-0"11'-10"13'-4"3'-4" 3'-4" 4"
4"3'-4" 9'-0"13'-10" 3'-4" 6"6'-1 5/8"3'-4"1'-4"3'-4"5'-3 1/2"3'-4" 4"
20'-8"15'-7 3/4"11'-1 5/8"14'-0"5'-6 1/2"SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK,
SOUND BLOCK, VWC AND PAINT.
1.
PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL
43008 FOR TILE PATTERN INFORMATION.
2.
PROVIDE EPOXY PAINT UP TO 13'-2" ABOVE FINISH FLOOR IN THE GYMNASIUM (155)3.
PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND
REFLECTED CEILING PLANS.)
4.
SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS.5.
SEE DETAIL 43006 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.6.
PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS
AND VENTS.
7.
ALL ELEVATOR FINISHES, OTHER THAN FLOOR MATERIAL ARE SPECIFIED TO BE PROVIDED
BY ELEVATOR MANUFACTURER.
8.
PROVIDE VINYL BASE AT CASEWORK.9.
PAINT ALL EXPOSED CEILING ITEMS, INC. STRUCTURE, DUCTWORK, ELECTRICAL, ETC.
BLACK.
10.
SEE DETAIL 4300X FOR CARPET CIRCLE ACTIVITY INFORMATION.11.
SEE INTERIOR ELEVATIONS SHEET A3.11 FOR GYP. BD. REVEAL LOCATIONS.12.
PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL -SEE PLANS FOR LOCATIONS.
PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL.
13.
PROVIDE 16" V-SCORED BLOCK THROUGHOUT CORRIDOR. THIS INCLUDES CONTINUING
THIS BLOCK INTO ADJACENT SPACES.
14.
SEE DETAIL 43007 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.15.
SEE DETAIL 43008 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.16.
SEE ALTERNATE #1 FOR GYMNASIUM FLOOR FINISH ALTERNATE. REFERENCE
SPECIFICATION, SECTIONS AND DETAILS FOR WOOD FLOOR INFORMATON.
17.
SEE DETAIL 43012-43016 FOR FLOOR STRIPING INFORMATION.18.
SEE PLANS FOR GYM EQUIPMENT LOCATIONS (I.E. PULL-UP BARS, WALL PADS, ETC.).19.
SEE DETAIL 4300X FOR VCT FLOOR PATTERN INFORMATION.20.
SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING
INFORMATION.
21.
SEE STAIR SECTIONS FOR GLAZED BLOCK FINISH LOCATIONS.22.
xxxxxxx.23.
ROOM FINISH SCHEDULE REMARKS FLOOR PLAN KEY NOTES:
1 DOOR ACTUATORS
2 BOLLARD - SEE DETAIL 21001.
3 TUB SINK - SEE MECHANICAL
4 CAN WASH - SEE DETAIL 43010.
5 EMERGENCY EYE WASH. SEE MECH.
6 CABINET UNIT HEATER. SEE DETAIL 43046.
SEE MECH. FOR SPECIFICATIONS, COORDINATE
LOCATION WITH MECH.
7 SALVAGED LOCKERS TO BE INSTALLED
BY CONTRACTOR.
8 LOCATION OF SEMI-RECESSED
DEFIBRILLATOR CABINET - SEE
DETAIL B/43004
9 LOCATION OF STACKED WASHER AND
DRYER (NIC)
10 SQUARE BRICK ACCENT - SEE ELEVATIONS/
SECTIONS FOR ADDITIONAL INFORMATION
SEE DETAIL 54012 FOR USE WITH ALTERNATE #1
SEE DETAIL 43018 FOR USE WITH ALTERNATE #11.
2.
DOOR SCHEDULE REMARKS
PROVIDE FIRE NUMBER AT EXTERIOR DOORS
DOOR NUMBER IN "_".
3.
FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.
MASONRY PARTITIONS:
4" WALL: 3 3/4" FRAME
6" WALL: 5 3/4" FRAME
8" AND GREATER WALL: 7 3/4" FRAME
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL
SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
INTERIOR NON RATED:
CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
INTERIOR AND EXTERIOR RATED:
FIRE RATED
EXTERIOR NON-RATED:
CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
SEE SHEET AX.XX FOR FRAME TYPES.
SEE SHEET AX.XX FOR DOOR TYPES.
AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:
FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND
ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT
SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."
1.
2.
3.
4.
5.
6.
DOOR SCHEDULE GENERAL NOTES
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:59:03 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A2.00c
LOWER LEVEL
FLOOR PLAN -
AREA C
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP, DV
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
KEY PLAN
A
B
C
0
1/8" = 1'-0"
LOWER LEVEL PLAN - AREA CE1
6' 12'
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
C001A F 1 3'-0" 7'-0" WD -- 6'-4" FR 3A -- HM --
C001B F 1 3'-0" 7'-0" WD -- 6'-4" FR 3A -- HM --
C001C F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C001D F 2 4'-0" 7'-0" WD -- 8'-4" FR 1 -- HM --
C001F MCDF 1 13'-0" 10'-8" ST -- 13'-4" MCDF -- ST --
C001G MCDF 1 13'-0" 10'-8" ST -- 13'-4" MCDF -- ST --
C002 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C003 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C004 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C004A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C005 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C006A MCDB 1 14'-0" 8'-0" ST -- 14'-0" MCDB -- ST --
C006B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C007A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C007B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C009 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C019A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
C001A WASH BAY RESISTANT
SEALER
CONCRETE BLOCK BLOCK BLOCK
C004 K9 CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C005 K9 STOR. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C001 VEHICLE GARAGAE RESISTANT
SEALER
CONCRETE BLOCK BLOCK BLOCK BLOCK
C002 GUN MAINT. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C003 ARMORY CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C004 K9 KENNELS CONCRETE CONCRETE BLOCK BLOCK BLOCK CHAINLINK
GATE
C004A K9 STORAGE CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C005 GUN CLEANING CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C006 SWAT GARAGE RESISTANT
SEALER
CONCRETE BLOCK BLOCK BLOCK BLOCK
C007 SWAT LOCKERS CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C007A SWAT STOR. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C007B SWAT ARMORY CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C008 TECH. CARPET CONCRETE BLOCK BLOCK BLOCK BLOCK
C009 STAIR CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
Revisions
Description Date Num
UP
X1
X2
X3
X4
X4.2
X6
X7
X8
16'-3"32'-10"24'-10"24'-10"7'-6"18'-4 1/2"11'-4"35'-1 7/8"X3.7
X5
X5.9
X5.7
x5.6
XAXBXCXDXEXF
XD.6
20'-0"20'-0"20'-0"20'-0"20'-0"
XE.2XE.8XE.9XF.1
XG
X4.1
X4.3
5
6
7
8
9
10
H J AREA AAREA CAREA AAREA BBREAK ROOM
A102
COMMUNITY
ROOM
A101
PATIO
A103
LOBBY
A100
STOR.
A101A
A101B
A100A101A B1A5.101B3
A5.101
A4.402F6
BUILDING
EXPANSION
JOINT
CW1A102E2
A5.201
_______
E5
A5.201
_______
E7
A5.201
_______
E4
A5.202
_______
A4.402 B3
E1
A5.201
_______
E1
A5.204
_______
GA2
GF1 1A0072
A007
A4.403F6
BUILDING EXPANSION
JOINT
GB2
GB2
GA2
GA2
GA2
GA2
MA5
MA3
GB2
MA3
GA2
GA2
MA3
GB2
GB2
GF1
84"
CW2
A103
SEE DETAIL 54012 FOR USE WITH ALTERNATE #1
SEE DETAIL 43018 FOR USE WITH ALTERNATE #11.
2.
DOOR SCHEDULE REMARKS
PROVIDE FIRE NUMBER AT EXTERIOR DOORS
DOOR NUMBER IN "_".
3.
FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.
MASONRY PARTITIONS:
4" WALL: 3 3/4" FRAME
6" WALL: 5 3/4" FRAME
8" AND GREATER WALL: 7 3/4" FRAME
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL
SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
INTERIOR NON RATED:
CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
INTERIOR AND EXTERIOR RATED:
FIRE RATED
EXTERIOR NON-RATED:
CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
SEE SHEET AX.XX FOR FRAME TYPES.
SEE SHEET AX.XX FOR DOOR TYPES.
AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:
FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND
ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT
SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."
1.
2.
3.
4.
5.
6.
DOOR SCHEDULE GENERAL NOTES
FLOOR PLAN KEY NOTES:
1 DOOR ACTUATORS
2 BOLLARD - SEE DETAIL 21001.
3 TUB SINK - SEE MECHANICAL
4 CAN WASH - SEE DETAIL 43010.
5 EMERGENCY EYE WASH. SEE MECH.
6 CABINET UNIT HEATER. SEE DETAIL 43046.
SEE MECH. FOR SPECIFICATIONS, COORDINATE
LOCATION WITH MECH.
7 SALVAGED LOCKERS TO BE INSTALLED
BY CONTRACTOR.
8 LOCATION OF SEMI-RECESSED
DEFIBRILLATOR CABINET - SEE
DETAIL B/43004
9 LOCATION OF STACKED WASHER AND
DRYER (NIC)
10 SQUARE BRICK ACCENT - SEE ELEVATIONS/
SECTIONS FOR ADDITIONAL INFORMATION
SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK,
SOUND BLOCK, VWC AND PAINT.
1.
PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL
43008 FOR TILE PATTERN INFORMATION.
2.
PROVIDE EPOXY PAINT UP TO 13'-2" ABOVE FINISH FLOOR IN THE GYMNASIUM (155)3.
PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND
REFLECTED CEILING PLANS.)
4.
SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS.5.
SEE DETAIL 43006 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.6.
PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS
AND VENTS.
7.
ALL ELEVATOR FINISHES, OTHER THAN FLOOR MATERIAL ARE SPECIFIED TO BE PROVIDED
BY ELEVATOR MANUFACTURER.
8.
PROVIDE VINYL BASE AT CASEWORK.9.
PAINT ALL EXPOSED CEILING ITEMS, INC. STRUCTURE, DUCTWORK, ELECTRICAL, ETC.
BLACK.
10.
SEE DETAIL 4300X FOR CARPET CIRCLE ACTIVITY INFORMATION.11.
SEE INTERIOR ELEVATIONS SHEET A3.11 FOR GYP. BD. REVEAL LOCATIONS.12.
PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL -SEE PLANS FOR LOCATIONS.
PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL.
13.
PROVIDE 16" V-SCORED BLOCK THROUGHOUT CORRIDOR. THIS INCLUDES CONTINUING
THIS BLOCK INTO ADJACENT SPACES.
14.
SEE DETAIL 43007 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.15.
SEE DETAIL 43008 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.16.
SEE ALTERNATE #1 FOR GYMNASIUM FLOOR FINISH ALTERNATE. REFERENCE
SPECIFICATION, SECTIONS AND DETAILS FOR WOOD FLOOR INFORMATON.
17.
SEE DETAIL 43012-43016 FOR FLOOR STRIPING INFORMATION.18.
SEE PLANS FOR GYM EQUIPMENT LOCATIONS (I.E. PULL-UP BARS, WALL PADS, ETC.).19.
SEE DETAIL 4300X FOR VCT FLOOR PATTERN INFORMATION.20.
SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING
INFORMATION.
21.
SEE STAIR SECTIONS FOR GLAZED BLOCK FINISH LOCATIONS.22.
xxxxxxx.23.
ROOM FINISH SCHEDULE REMARKS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:59:07 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A2.01a
MAIN LEVEL
FLOOR PLAN -
AREA A
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP, DV
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
A100 LOBBY CARPET CONCRETE GYP EXISTING EXISTING EXISTING
A104 CONFERENCE ROOM
A101 COMMUNITY ROOM CARPET CONCRETE GYP CW1 GYP GYP
A101A STOR. CARPET CONCRETE EXISTING GYP GYP GYP
A102 BREAK ROOM TILE/CARPE
T
CONCRETE CW2 GYP GYP GYP
A103 PATIO RUBBER
PAVERS
CONCRETE PERF.
SCREEN
PERF.
SCREEN
BLOCK BLOCK
KEY PLAN
A
B
C
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
A100 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A101A F 2 3'-0" 7'-0" WD -- 6'-4" FR 1 -- HM --
A101B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A102 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
A103 AL 1 3'-0" 7'-0" AL -- 3'-0" CW X -- AL --
0
1/8" = 1'-0"
MAIN LEVEL PLAN - AREA AF1
6' 12'
Revisions
Description Date Num
X6
X7
X5.9
X5.7
x5.6
XF.1XG
6
7
8
9
10
D E F G H JCBA
LOBBY
B101
TOILET
B102
INTERVIEW
B103
INTERVIEW
B104
ADVOCATE
B105
RECORDS /
RECEPTION
B106
RECORDS
MANAGER
B107
COPY / MAIL
B108
ELEV.
B110SEARCH SALLY
PORT
B112
DETENTION
GARAGE
B113
INTOX.
B115
HARD
INTERVIEW
B116
JV / ADA
CELL
B117
CELL
B118
CELL
B119
CELL
B120
SALLY PORT
B121
RELEASE
LOBBY
B122
CORRIDOR
B109
COORIDOR
B111
B107
B122B121B116
B120B114BB119 B118B114AB117B102B103AB104A
B104B B105
B101B
B103BB112CB112BB112AB113B
B113A AREA AAREA CAREA AAREA BAREA BAREA CD1
A5.101 D6A5.101D7A5.101E1A5.101Sim16'-9"13'-7"10'-8"11'-0"A4.402
A4.402
C6
24" x 24" PACKAGE
PASS THRU AND
2' x 3' WINDOW
SECTIONAL OVERHEAD
DOOR
STANDING HEIGHT, SOLID
SURFACE COUNTERTOP WITH
BLOCK UNDERNEATH
DETENTION
GRADE
BENCH
CELL AND SALLY PORT
DOORS TO BE SECURITY
HOLLOW METAL FULLY
GROUTED DOORS
DETENTION GRADE
BENCH
DISPLAY CASE
STANDING HEIGHT
COUNTER WITH SOLID
SURFACE TOP
VESTIBULE
B100
LEVEL 3 BALLISTIC RESISTANCE
AT GLAZING AND IN GYP BOARD
WALL UNDERNEATH COUNTER,
FULL LENGTH
S.S. COUNTER
GLASS WALL STARTING AT
4'-0" AFF TO CEILING,
ON TOP OF A GYP. BD
KNEE WALL
42" HIGH GLASS AND
ALUMINUM RAILING
SYSTEM
_______B7
A4.103
CONCRETE BENCH
AND DETENTION GRADE
TOILET, TYP.
C5
A4.201
_______C4
A4.201
_______
F6
A4.201
_______
C7
A4.201
_______F5
A4.201
_______
_______B7
A4.201
_______B5
A4.201
_______C3
A4.201
_______C1
A4.201
W1 W1 W1 W1
SF1
CW3B100B
E7
A5.204
_______
E1
A5.202
_______E2
A5.202
_______
E5
A5.202
_______
E7
A5.202
_______
A4.402C5
A4.402 B3
A4.402F1 E1
E1
A5.201
_______
BOOKING
B114
E4
A5.204
_______
4'-3 1/2" 4'-3 1/2" 4'-3 1/2" 4'-3 5/8" 3'-2" 4'-3 1/2"
E6
A5.204
_______
E2
A5.204
_______
3
A007 4A0076A007A4.403 F4 A4.403F3
MA3 ?
MA3
MA3
MA3
MA3
MA3
GF1
GA2
GA2 GA2
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
MA3
GB2 MA3
MA3
GA2
GA2
GA2
GA2GA2
GA2
GA2
GB2
GB2
5'-1 1/2" 8'-2 1/4" 8'-2" 8'-2 3/8" 10'-10 5/8"
11'-4"
1 3 5 ° 0 0 ' 0 0 "
6'-4" 3'-4"1'-0"1'-4 7/8"3'-4"4 3/4"17'-2"7'-0 1/4"16'-6"9'-3"
4" 6'-3" 9'-1 1/4" 11'-4"
10'-9 1/2" 15'-10 1/4"7'-5 1/2"1'-2"4'-0 1/2" 5'-1 1/4" 10'-3 3/8"3'-4" 3'-3 3/4"
10'-8 5/8" 10'-8 5/8" 11'-2 1/8"10'-3 3/8"3'-4 3/4"5'-5 5/8"11'-0 3/4"12'-1 7/8"7'-11 1/4"10'-0 7/8" 8'-2"
12'-6 1/4"4"4"4"3 1/2"
3'-4" 6'-7 3/4" 11'-2 1/8"
6'-9 3/4"3'-4"2"4 7/8"
2" 3'-4" 6'-9 3/4" 7'-6 1/8" 3'-4" 4"
4" 5'-4" 6'-1"3'-0 3/4"3'-4"8 7/8"5'-9 5/8"10'-7 3/4"3'-2" 20'-0" 5'-5 7/8"1'-2"3'-4"25'-2"2'-8" 6'-0" 4'-6" 6'-0" 4'-6" 6'-0" 5'-1 1/8" 6'-0" 5'-9"6'-3 3/4" 3'-4" 5"
1'-4 3/4"
3'-4"
8 7/8"3'-7 7/8"2'-4 7/8"1'-7"6'-0"3'-10 7/8"4'-5 3/4" 3'-10" 3'-1 1/2"4'-4 7/8"1'-4"3'-4"6"FLOOR PLAN KEY NOTES:
1 DOOR ACTUATORS
2 BOLLARD - SEE DETAIL 21001.
3 TUB SINK - SEE MECHANICAL
4 CAN WASH - SEE DETAIL 43010.
5 EMERGENCY EYE WASH. SEE MECH.
6 CABINET UNIT HEATER. SEE DETAIL 43046.
SEE MECH. FOR SPECIFICATIONS, COORDINATE
LOCATION WITH MECH.
7 SALVAGED LOCKERS TO BE INSTALLED
BY CONTRACTOR.
8 LOCATION OF SEMI-RECESSED
DEFIBRILLATOR CABINET - SEE
DETAIL B/43004
9 LOCATION OF STACKED WASHER AND
DRYER (NIC)
10 SQUARE BRICK ACCENT - SEE ELEVATIONS/
SECTIONS FOR ADDITIONAL INFORMATION
SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK,
SOUND BLOCK, VWC AND PAINT.
1.
PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL
43008 FOR TILE PATTERN INFORMATION.
2.
PROVIDE EPOXY PAINT UP TO 13'-2" ABOVE FINISH FLOOR IN THE GYMNASIUM (155)3.
PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND
REFLECTED CEILING PLANS.)
4.
SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS.5.
SEE DETAIL 43006 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.6.
PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS
AND VENTS.
7.
ALL ELEVATOR FINISHES, OTHER THAN FLOOR MATERIAL ARE SPECIFIED TO BE PROVIDED
BY ELEVATOR MANUFACTURER.
8.
PROVIDE VINYL BASE AT CASEWORK.9.
PAINT ALL EXPOSED CEILING ITEMS, INC. STRUCTURE, DUCTWORK, ELECTRICAL, ETC.
BLACK.
10.
SEE DETAIL 4300X FOR CARPET CIRCLE ACTIVITY INFORMATION.11.
SEE INTERIOR ELEVATIONS SHEET A3.11 FOR GYP. BD. REVEAL LOCATIONS.12.
PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL -SEE PLANS FOR LOCATIONS.
PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL.
13.
PROVIDE 16" V-SCORED BLOCK THROUGHOUT CORRIDOR. THIS INCLUDES CONTINUING
THIS BLOCK INTO ADJACENT SPACES.
14.
SEE DETAIL 43007 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.15.
SEE DETAIL 43008 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.16.
SEE ALTERNATE #1 FOR GYMNASIUM FLOOR FINISH ALTERNATE. REFERENCE
SPECIFICATION, SECTIONS AND DETAILS FOR WOOD FLOOR INFORMATON.
17.
SEE DETAIL 43012-43016 FOR FLOOR STRIPING INFORMATION.18.
SEE PLANS FOR GYM EQUIPMENT LOCATIONS (I.E. PULL-UP BARS, WALL PADS, ETC.).19.
SEE DETAIL 4300X FOR VCT FLOOR PATTERN INFORMATION.20.
SLOPE CONC. FLOOR TOWARDS EXTERIOR DOOR. SEE PLANS FOR FLOORSLOPING
INFORMATION.
21.
SEE STAIR SECTIONS FOR GLAZED BLOCK FINISH LOCATIONS.22.
xxxxxxx.23.
ROOM FINISH SCHEDULE REMARKS
FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.
MASONRY PARTITIONS:
4" WALL: 3 3/4" FRAME
6" WALL: 5 3/4" FRAME
8" AND GREATER WALL: 7 3/4" FRAME
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL
SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
INTERIOR NON RATED:
CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
INTERIOR AND EXTERIOR RATED:
FIRE RATED
EXTERIOR NON-RATED:
CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
SEE SHEET AX.XX FOR FRAME TYPES.
SEE SHEET AX.XX FOR DOOR TYPES.
AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:
FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND
ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT
SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."
1.
2.
3.
4.
5.
6.
DOOR SCHEDULE GENERAL NOTES
SEE DETAIL 54012 FOR USE WITH ALTERNATE #1
SEE DETAIL 43018 FOR USE WITH ALTERNATE #11.
2.
DOOR SCHEDULE REMARKS
PROVIDE FIRE NUMBER AT EXTERIOR DOORS
DOOR NUMBER IN "_".
3.
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:59:13 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A2.01b
MAIN LEVEL
FLOOR PLAN -
AREA B
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP, DV
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
0
1/8" = 1'-0"
MAIN LEVEL PLAN - AREA BC1
6' 12'
KEY PLAN
A
B
C
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
B122R AL 1 3'-0" 7'-0" AL -- 3'-0" CW X
EXISTING
-- AL --
B100B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B101B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B102 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B103A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B103B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B104A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B104B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B105 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B107 F 1 3'-0" 7'-0" WD -- 5'-4" FR 3A -- HM --
B112A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B113A MCDF 1 20'-0" 10'-0" ST -- 20'-4" MCDF -- ST --
B113B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B114A F 1 2'-0" 7'-0" WD -- 2'-4" FR 1 -- HM --
B114B F 1 2'-0" 7'-0" WD -- 2'-4" FR 1 -- HM --
B116 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B117 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B118 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B119 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B120 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B121 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B122 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
B112B F 1 3'-0" 7'-0" WD -- 6'-4" FR 2A -- HM --
B112C F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
B100 VESTIBULE CARPET CONCRETE SF1/BLOCK BLOCK CW3/BLOCK NLOCK
B114 BOOKING CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B101 LOBBY CARPET CONCRETE GYP GYP BLOCK GYP
B103 INTERVIEW CARPET CONCRETE GYP GYP GYP GYP
B104 INTERVIEW CARPET CONCRETE GYP GYP GYP GYP
B105 ADVOCATE CARPET CONCRETE GYP GYP GYP GYP
B106 RECORDS / RECEPTION CARPET CONCRETE GL/GYP GYP GYP GYP
B107 RECORDS MANAGER CARPET CONCRETE GYP GYP BLOCK GYP
B109 CORRIDOR CARPET CONCRETE GYP GYP GYP/BLOCK BLOCK
B110 ELEV. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B111 COORIDOR
B112 SEARCH SALLY PORT CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B114 BOOKING
B115 INTOX. CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B116 HARD INTERVIEW CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B117 JV / ADA CELL CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B118 CELL CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B119 CELL CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B120 CELL CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B121 SALLY PORT CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
B122 RELEASE LOBBY CONCRETE CONCRETE BLOCK BLOCK CW5 BLOCK
B100 VESTIBULE
B102 TOILET TILE CONCRETE GYP GYP GYP GYP
B108 COPY / MAIL CARPET CONCRETE GYP GYP GYP GYP
B113 DETENTION GARAGE RESISTANT
SEALER
CONCRETE BLOCK BLOCK BLOCK BLOCK
Revisions
Description Date Num
X9
X8
1
2
3
4
5
6
D E F G H JCBA
F1
A4.201
_______
REPORT
WRITING ROOM
C100
TOLET
C101
TOLET
C103
STAIR
C154
INVESTIGATOR
OFFICE
C153
INVESTIGATOR
OFFICE
C152
INVESTIGATOR
OFFICE
C151
INVESTIGATION
LIEUTENANT
C150
CONFERENCE
C149
DEPUTY OFFICE
C139
CHIEF OFFICE
C148
CONFERENCE
ROOM
C140
PATROL
LIEUTENANT
C135
DICT. / WORK
ROOM
C137
SERGEANT
OFFICE
C133
SERGEANT
OFFICE
C134
EXPLORER /
RESERVE
STORAGE
C131
A/V ROOM
C128
JAN.
C132
OPEN COLLAB.
C141
COMMAND
STOR./COPY
C142
CASE
MANAGEMENT
C145
OPEN COLLAB.
C146
INVESTIGATOR
OFFICE
C155
INVESTIGATOR
OFFICE
C156
INVESTIGATOR
OFFICE
C157
INVESTIGATOR
OFFICE
C121
COMMUNTY
ENGAGE.
C138
EVIDENCE
OFFICE
C119
EVIDENCE
STORAGE
C106
EVIDENCE
PROCESSING
C107
EVIDENCE
INTAKE
C110
VAULT
C108
DISPOSAL
C109
SERGEANT
OFFICE
C112
SERGEANT
OFFICE
C111
MECHANICAL
ROOM
C105 CORR.
C102
CORRIDOR
C104
CORR.
C122
CORRIDOR
C147
CORRIDOR
C127
CORR.
C136
CORRIDOR
C143
SQUAD ROOM
C115
OFFICE
C125
BACKGROUND
C120
DRUG TASK
C124
FORENSIC LAB
C123
DARE OFFICE
C130
JCPP OFFICE
C129
C105C103 C101
C110AC109B
C019AC119 C108C110B
C112C111C133C115AC115B C131C120C116C121 C157 C156
C123 C124 C125
C128 C144C155C154
C153 C152 C151 C148
C129
C138C137C132AREA AAREA CAREA BAREA C13'-8 1/4"38'-0"26'-0"38'-0"19'-8"COFFEE BAR
C114
D1
A5.102
E1A5.101B1A5.102A4.402D6 A4.402 E6
PASS THRU LOCKERS
MOBILE METAL TABLE
WITH RESIN TOP
MOBILE HIGH
DENISTY STORAGE
ON ELEVATED 4" TRACK
4" CONCRETE CURB
FLOOR FINISH: TRAFFIC TOPPING
A4.402D3A4.402 E3
A4.402F3
_______D1
A4.103
34'-0"20'-0"4" CONCRETE
MECHANICAL PAD
STOR.
C116
STOR.
C117
STOR.
C126
_______B3
A4.201
F3
A4.201
_______
5'-10" 4'-2" 13'-2"32'-0"20'-8"20'-8"20'-8"18'-6"
CW6
SF3
C117COMMUNITY
STORAGE
C144
CORRIDOR
C118
CORRIDOR
C113
SF5
C126 C130
C131C132C134 C135C142C153 C152 C151C152
C139E1
A5.203
_______
E2
A5.203
_______
E4
A5.203
_______
E5
A5.203
_______
A4.402B5
A4.402D1
16'-0"
E7
A5.203
_______
E2
A5.204
_______
F1
A5.205
_______
F3
A5.205
_______
A4.403F2A4.403 F1
A4.403E7
A4.403 E5
A4.403
E4
GA2
GA2
GA3
MA3
MA3 GA2
MA3
GA2
GA2
GA2
MA3
C110B
MA3
GB2
MA3
GA3
GA2
GA3
GA2
GA2
GA2
GA2
GA2
GA2
GA2
GA2
MA3
GA3
GA3
GA2 GA2 GA2
GA2
MA3
GA2
GA3
GA3
GA2
GA2
GA2
GA2 GA3
GA2
GA2
GA2
GA2
GA3
GA7
GA6
GB2
GA2
GA2
GA2
GA2
GA3
GA7
GB2
GB2
MA3
GA2
GA2 GA3
GA2
GB2
GA2
GA2
GA6
GA2
GA3
1'-8 3/8"1'-5 1/2"13'-7 1/2"11'-10 3/8"10'-4 3/4"4'-3"8 7/8"4"4'-4"8'-3 7/8"3'-9 1/8"4'-4"8"14'-4 3/4"17'-5"8 7/8"3'-4" 4'-8 1/2" 9'-9 1/8"
12'-8" 12'-10 1/4"
7'-8 1/4" 17'-3 1/8"
12'-8 1/8" 12'-10 1/4"
11" 4'-4" 7'-6 1/4"
9 3/8"
4'-4" 7'-6 1/4"
11 1/2"
3'-4" 8'-6 1/4" 4'-3 1/8" 3'-4"
3 1/2"
8'-1 1/8"12'-1 1/8"7'-11 1/2"3'-4"5 3/8"8'-2"3'-9 3/8"3 5/8"8 1/4"3'-4"13'-11 1/8"8 3/4"
4'-4" 4'-9"64'-0"1'-4"5'-0"2'-6"6'-0"5'-0"16'-4"1'-6"5'-8"10'-0"4'-8"9 1/4"3'-4"1'-10 1/8"7'-0" 6" 3'-4" 31'-0 3/8" 3'-4"1'-1"7'-7"4'-4"4"7'-0 5/8"4'-4"4 3/8"7'-0 5/8"4'-4"4 3/8"7'-0 5/8"4'-4"4 3/8"7'-0 5/8"4'-4"4 3/8"7'-8 3/8"5'-4"4"12'-9 7/8"8'-1 1/2" 4'-4"4"8 7/8"4'-4" 7'-8 1/8"
27'-1 1/2" 7'-8 7/8"
4 1/2"
3'-4" 4'-10 3/8" 17'-3"10 1/2"3'-4"4"34'-8"16'-8"17'-7 1/2"6'-6 3/8"4" 3'-4" 11'-2 1/2"
46'-5 1/4"
3'-4"
1'-10 5/8"
3'-4"
11'-2 5/8" 17'-7 1/4"21'-5 1/4"3'-4"5 1/2"8'-0 1/8" 4'-4"
1'-0 7/8"
4'-4" 8'-2 1/4"4'-11 3/8" 3'-4" 6"4'-0 1/8"C167
1'-7 3/4"
3'-4"125'-8"
3'-4" 15'-8" 2'-0" 3'-8" 4'-0" 8'-8" 6'-0" 7'-4" 3'-4" 4'-0"5'-0" 7'-8"
1'-4" 1'-4"
7'-0" 15'-0" 5'-0" 7'-0" 2'-0" 4'-8" 7'-0" 4'-8"
18'-5"
1'-4" 4'-4" 6'-5 1/4" 8 7/8"4'-4" 6'-4 1/8" 8 7/8"4'-4" 6'-4" 8 1/4"4'-4" 8'-0 3/4" 8 7/8" 9'-4" 6'-8" 2'-0"8 7/8"4'-4" 12'-1"76'-8"2'-8"56'-0"5'-0"10'-0"8'-0"4'-0"7'-4"6'-0"2'-4"3'-0"14'-0"4'-0"7'-4"5'-0"8'-0"7'-0"13'-4"6'-0"7'-4"2'-0"3'-4"5'-8"1'-4"58'-8"64'-0"17'-8"FLOOR PLAN KEY NOTES:
1 DOOR ACTUATORS
2 BOLLARD - SEE DETAIL 21001.
3 TUB SINK - SEE MECHANICAL
4 CAN WASH - SEE DETAIL 43010.
5 EMERGENCY EYE WASH. SEE MECH.
6 CABINET UNIT HEATER. SEE DETAIL 43046.
SEE MECH. FOR SPECIFICATIONS, COORDINATE
LOCATION WITH MECH.
7 SALVAGED LOCKERS TO BE INSTALLED
BY CONTRACTOR.
8 LOCATION OF SEMI-RECESSED
DEFIBRILLATOR CABINET - SEE
DETAIL B/43004
9 LOCATION OF STACKED WASHER AND
DRYER (NIC)
10 SQUARE BRICK ACCENT - SEE ELEVATIONS/
SECTIONS FOR ADDITIONAL INFORMATION
FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.
MASONRY PARTITIONS:
4" WALL: 3 3/4" FRAME
6" WALL: 5 3/4" FRAME
8" AND GREATER WALL: 7 3/4" FRAME
FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL
SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.
ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.
FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:
INTERIOR NON RATED:
CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
INTERIOR AND EXTERIOR RATED:
FIRE RATED
EXTERIOR NON-RATED:
CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)
SEE SHEET AX.XX FOR FRAME TYPES.
SEE SHEET AX.XX FOR DOOR TYPES.
AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES:
FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND
ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT
SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES."
1.
2.
3.
4.
5.
6.
DOOR SCHEDULE GENERAL NOTES
SEE DETAIL 54012 FOR USE WITH ALTERNATE #1
SEE DETAIL 43018 FOR USE WITH ALTERNATE #11.
2.
DOOR SCHEDULE REMARKS
PROVIDE FIRE NUMBER AT EXTERIOR DOORS
DOOR NUMBER IN "_".
3.
SEE INTERIOR ELEVATIONS FOR LOCATIONS OF GLAZED BLOCK, PAINTED BLOCK, BRICK,
SOUND BLOCK, VWC AND PAINT.
1.
PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-6" WITH EPOXY PAINT ABOVE. SEE DETAIL
43008 FOR TILE PATTERN INFORMATION.
2.
PROVIDE EPOXY PAINT UP TO 13'-2" ABOVE FINISH FLOOR IN THE GYMNASIUM (155)3.
PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND
REFLECTED CEILING PLANS.)
4.
SEE A5.1 STAIR DETAILS, ELEVATIONS, AND SECTIONS FOR FINISH MATERIALS.5.
SEE DETAIL 43006 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.6.
PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS
AND VENTS.
7.
ALL ELEVATOR FINISHES, OTHER THAN FLOOR MATERIAL ARE SPECIFIED TO BE PROVIDED
BY ELEVATOR MANUFACTURER.
8.
PROVIDE VINYL BASE AT CASEWORK.9.
PAINT ALL EXPOSED CEILING ITEMS, INC. STRUCTURE, DUCTWORK, ELECTRICAL, ETC.
BLACK.
10.
SEE DETAIL 4300X FOR CARPET CIRCLE ACTIVITY INFORMATION.11.
SEE INTERIOR ELEVATIONS SHEET A3.11 FOR GYP. BD. REVEAL LOCATIONS.12.
PROVIDE TACK WALL FINISH ON ENTIRE INDICATED WALL -SEE PLANS FOR LOCATIONS.
PROVIDE FORM FINISHED FLOO0R TO 4" ABOVE THE CEILING, WALL TO WALL.
13.
PROVIDE 16" V-SCORED BLOCK THROUGHOUT CORRIDOR. THIS INCLUDES CONTINUING
THIS BLOCK INTO ADJACENT SPACES.
14.
SEE DETAIL 43007 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.15.
SEE DETAIL 43008 FOR GLAZED BLOCK AND TILE FLOOR PATTERN INFORMATION.16.
SEE ALTERNATE #1 FOR GYMNASIUM FLOOR FINISH ALTERNATE. REFERENCE
SPECIFICATION, SECTIONS AND DETAILS FOR WOOD FLOOR INFORMATON.
17.
ROOM FINISH SCHEDULE REMARKS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
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under the laws of the State of
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Date
9/15/2020 3:59:20 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A2.01c
UPPER LEVEL
FLOOR PLAN -
AREA C
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP, DV
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
KEY PLAN
A
B
C
0
1/8" = 1'-0"
UPPER LEVEL PLAN - AREA CE1
6' 12'
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR BASE
N WALL - TYP E WALL S WALL W WALL
REMARKSMATL FIN MATL FIN MATL FIN MATL FIN
C113 CORRIDOR CARPET CONCRETE GYP BLOCK GYP GYP
C114 CORRIDOR CARPET CONCRETE GYP GYP GYP GYP
C158 Room
C160 WASH BAY
C161 ELEV.
C165 Room
C166 Room
C154 STAIR CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C159 Room
C162 RECEPTION
C163 RECEPTION
C164 CELL CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C100 REPORT WRITING ROOM CARPET CONCRETE GYP BLOCK GYP GYP
C101 TOLET TILE CONCRETE TILE TILE TILE TILE
C102 CORR. CARPET CONCRETE GYP GYP GYP GYP
C103 TOLET TILE CONCRETE TILE TILE TILE TILE
C104 CORRIDOR CARPET CONCRETE GYP GYP GYP BLOCK
C105 MECHANICAL ROOM TRAFFIC
TOPPING
CONCRETE BLOCK BLOCK BLOCK BLOCK
C106 EVIDENCE STORAGE CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C107 EVIDENCE PROCESSING CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C108 VAULT CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C109 DISPOSAL CONCRETE CONCRETE BLOCK BLOCK BLOCK BLOCK
C110 EVIDENCE INTAKE CONCRETE CONCRETE BLOCK GYP BLOCK BLOCK
C111 SERGEANT OFFICE CARPET CONCRETE GYP GYP GYP GYP
C112 SERGEANT OFFICE CARPET CONCRETE GYP GYP GYP GYP
C113 CORRIDOR
C114 COFFEE BAR TILE CONCRETE GYP GYP GYP GYP
C115 SQUAD ROOM CARPET CONCRETE GYP GYP GYP GYP
C116 STOR. CARPET CONCRETE GYP GYP GYP GYP
C117 STOR. CARPET CONCRETE GYP GYP GYP GYP
C118 CORRIDOR CARPET CONCRETE GYP GYP GYP GYP
C119 EVIDENCE OFFICE CARPET CONCRETE GYP GYP GYP GYP
C120 BACKGROUND CARPET CONCRETE GYP GYP GYP CW6
C121 INVESTIGATOR OFFICE CARPET CONCRETE GYP GYP GYP CW6
C122 CORR. CARPET CONCRETE GYP GYP GYP GYP
C123 FORENSIC LAB CARPET CONCRETE GYP GYP GYP GYP
C124 DRUG TASK CARPET CONCRETE GYP GYP GYP GYP
C125 OFFICE CARPET CONCRETE GYP GYP GYP GYP
C126 STOR. CARPET CONCRETE GYP GYP GYP GYP
C127 CORRIDOR CARPET CONCRETE GYP GYP GYP GYP
C128 A/V ROOM CARPET CONCRETE GYP GYP GYP GYP
C129 JCPP OFFICE CARPET CONCRETE GYP GYP GYP GYP
C130 DARE OFFICE CARPET CONCRETE GYP GYP GYP GYP
C131 EXPLORER / RESERVE STORAGE CARPET CONCRETE GYP GYP GYP GYP
C132 JAN. CONCRETE CONCRETE GYP GYP GYP GYP
C133 SERGEANT OFFICE CARPET CONCRETE GYP GYP GYP GYP
C134 SERGEANT OFFICE CARPET CONCRETE GYP GYP GYP GYP
C135 PATROL LIEUTENANT CARPET CONCRETE GYP CW8 GYP GYP
C136 CORR. CARPET CONCRETE GYP GYP GYP GYP
C137 DICT. / WORK ROOM CARPET CONCRETE GYP CW8 GYP GYP
C138 COMMUNTY ENGAGE. CARPET CONCRETE GYP CW8 GYP GYP
C139 DEPUTY OFFICE CARPET CONCRETE GYP CW8 GYP GYP
C140 CONFERENCE ROOM CARPET CONCRETE CW7 CW8 GYP/SF4 SF3
C141 OPEN COLLAB. CARPET CONCRETE GYP/WD
PANEL
C142 COMMAND STOR./COPY CARPET CONCRETE GYP GYP GYP GYP
C143 CORRIDOR CARPET CONCRETE GYP GYP GYP GYP
C144 COMMUNITY STORAGE CARPET CONCRETE GYP GYP GYP GYP
C145 CASE MANAGEMENT CARPET CONCRETE SF2 GYP GYP GYP
C146 OPEN COLLAB. CARPET CONCRETE GYP/WD
PANEL
C147 CORRIDOR CARPET CONCRETE GYP/SF5 GYP GYP/SF2 GYP
C148 CHIEF OFFICE CARPET CONCRETE CW7 GYP GYP GYP
C149 CONFERENCE CARPET CONCRETE CW7 GYP SF5 GYP
C150 INVESTIGATION LIEUTENANT CARPET CONCRETE CW7 GYP GYP GYP
C151 INVESTIGATOR OFFICE CARPET CONCRETE CW7 GYP GYP GYP
C152 INVESTIGATOR OFFICE CARPET CONCRETE CW7 GYP GYP GYP
C153 INVESTIGATOR OFFICE CARPET CONCRETE CW7 GYP GYP GYP
C155 INVESTIGATOR OFFICE CARPET CONCRETE GYP GYP GYP CW6
C156 INVESTIGATOR OFFICE CARPET CONCRETE GYP GYP GYP CW6
C157 INVESTIGATOR OFFICE CARPET CONCRETE GYP GYP GYP CW6
DOOR / OPENING SCHEDULE
DOOR NO
DOOR / OPENING LABEL/
RATING
OVERALL
WIDTH
FRAME
GL
MOUNTING CONDITIONS
HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL
C162 F 1 3'-0" 7'-0" AL -- 3'-4" FR 1 -- AL --
C163 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C164 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C172 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C178 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C179 AL 1 3'-0" 7'-0" AL -- 3'-0" CW X -- AL --
C171 AL 1 3'-0" 7'-0" AL -- 3'-0" CW X -- AL --
C101 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C103 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C105 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C108 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C109B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C110A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C110B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C111 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C112 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C115A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C115B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C116 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C117 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C119 F 1 3'-0" 7'-0" WD -- 5'-4" FR 2A -- HM --
C120 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C121 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C123 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C124 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C125 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C126 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C128 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C129 F 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM --
C130 F 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM --
C131 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C132 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C133 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C134 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C135 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C137 F 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM --
C138 F 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM --
C139 F 1 3'-0" 7'-0" WD -- 4'-4" FR 3A -- HM --
C142 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C144 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM --
C148 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C151 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C152 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C153 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C154 F 1 3'-0" 8'-0" WD -- 3'-4" FR 1 -- HM --
C155 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C156 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C157 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C167 AL 1 3'-0" 7'-0" AL -- 3'-0" CW X -- AL --
C168 F 1 3'-0" 8'-0" WD -- 4'-4" FR 3A -- HM --
C175 GSW 1 3'-0" 8'-0" GS -- 3'-0" GS X -- --
C176 GSW 1 3'-0" 8'-0" GS -- 3'-0" GS X -- --
C177 GSW 1 3'-0" 8'-0" GS -- 3'-0" GS X -- --
Revisions
Description Date Num
D1
A5.101
B1
A5.101
D6
A5.101
D7
A5.101
E1
A5.101
B3
A5.101
BASE LL -TRUE
89'-6"
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
X6 X7X5.9
BASE UL -TRUE
102'-10"
EXISTING LL
89'-6"
6789
HIGH JOIST BEARING
116'-2"
WHITE
BRICK
RED BRICK TO
MATCH EXISTING
ANODIZED
ALUMINUM
FRAME
PLASTER
SOFFIT
PREFINISHED
ALUMINUM PANEL
ALUMINUM
COPING
EXTERIOR
GLAZING
METAL
DECKING
EXTERIOR
GLAZING
STEEL
COLUMN
DECORATIVE
PERFORATED
SCREEN
BASE LL -TRUE
89'-6"
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
XC XD XF.1
BASE UL -TRUE
102'-10"
J
HIGH JOIST BEARING
116'-2"
RED BRICK TO
MATCH EXISTING
ANODIZED
ALUMINUM
FRAME
PLASTER
SOFFIT
ALUMINUM
COPING
EXTERIOR
GLAZING
STEEL
COLUMN
DECORATIVE
PERFORATED
SCREEN
RED BRICK TO
MATCH EXISTING
ALUMINUM
COPING
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
XG
BASE UL -TRUE
102'-10"
D E F G HCBA
HIGH JOIST BEARING
116'-2"
PREFINISHED
ALUMINUM PANEL
EXTERIOR
GLAZING
STONE
VENEER
WHITE
BRICK RED BRICK TO
MATCH EXISTING
ALUMINUM
COPING
ANODIZED
ALUMINUM
FRAME
PLASTERWHITE
BRICK
PREFINISHED
ALUMINUM PANEL
ALUMINUM
COPING
REVEAL
STONE VENEER TO
MATCH EXISTING
STONE VENEER TO
MATCH EXISTING
EXTERIOR
GLAZINGREVEAL
COILING
DOOR
EXTERIOR ALUMINUM
LETTERING
METAL
DECKING
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
BASE UL -TRUE
102'-10"
910
PREFINISHED
ALUMINUM PANEL
PLASTERSTONE VENEER
TO MATCH
EXISTING
METAL
DECKING
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
BASE UL -TRUE
102'-10"
9 10
PREFINISHED
ALUMINUM PANEL
PLASTER STONE VENEER
TO MATCH
EXISTING
METAL
DECKING
STONE
VENEER
WHITE
BRICK
RED BRICK TO
MATCH EXISTING
BASE LL -TRUE
89'-6"
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
X9 X7X8
BASE UL -TRUE
102'-10"
EXISTING LL
89'-6"
1 2 3 4 5 6 7 8
HIGH JOIST BEARING
116'-2"
PREFINISHED
ALUMINUM PANEL
ALUMINUM
COPING
LOUVER
HOLLOW
METAL DOOR
EXTERIOR
GLAZING
STONE
VENEER
WHITE BRICK
RED BRICK TO
MATCH EXISTING
ALUMINUM
COPING
ANODIZED
ALUMINUM
FRAME
REVEALANODIZED
ALUMINUM
FRAME
WHITE
BRICK
HOLLOW
METAL DOOR
PREFINISHED
ALUMINUM PANEL
RED BRICK TO
MATCH EXISTING
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
Check:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:59:23 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A5.101
EXTERIOR
ELEVATIONS
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
0
1/8" = 1'-0"
PATIO ELEVATIONB1
6' 12'0
1/8" = 1'-0"
STAFF ENTRY ELEVATIONB3
6' 12'
0
1/8" = 1'-0"
SOUTH ELEVATIOND1
6' 12'0
1/8" = 1'-0"
FRONT ENTRY EAST ELEVATIOND6
6' 12'0
1/8" = 1'-0"
FRONT ENTRY WEST ELEVATIOND7
6' 12'
0
1/8" = 1'-0"
WEST ELEVATIONE1
6' 12'
Revisions
Description Date Num
EXTERIOR ELEVATION KEY
BASE LL -TRUE
89'-6"
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
X9X7X8
BASE UL -TRUE
102'-10"
EXISTING LL
89'-6"
123456
HIGH JOIST BEARING
116'-2"
PREFINISHED
ALUMINUM PANEL
ALUMINUM
COPING
COILING
DOOR
EXTERIOR
GLAZING
EXTERIOR
GLAZING
RED BRICK TO
MATCH EXISTING
STONE
VENEER
WHITE BRICK COILING
DOOR
RED BRICK TO
MATCH EXISTING
ALUMINUM
COPING
ANODIZED
ALUMINUM
FRAME ANODIZED
ALUMINUM
FRAME
BASE LL -TRUE
89'-6"
BASE ML -TRUE
100'-0"
EXIST JOIST BEARING
111'-5"
XF.1 XG
BASE UL -TRUE
102'-10"
EXISTING LL
89'-6"
EXISTING ML
100'-0"
DEFGHJ C B A
HIGH JOIST BEARING
116'-2"
PREFINISHED
ALUMINUM PANEL
ALUMINUM
COPING
EXTERIOR
GLAZING
RED BRICK TO
MATCH EXISTING
STONE
VENEER
ANODIZED
ALUMINUM
FRAME
ALUMINUM
COPING
WHITE
BRICK
EXTERIOR ALUMINUM
LETTERING
REVEAL
ANODIZED
ALUMINUM
FRAME
EXTERIOR
GLAZING
2'-5"B1
A5.102
D1
A5.102
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
9/15/2020 3:59:28 PMC:\Users\apaurus\Documents\192195_Crystal New Police Facility (CENTRAL_2019)_apaurus@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_NewPolice\02_ARCH\Revit\192195_Crystal New Police Facility (CENTRAL_2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
A5.102
EXTERIOR
ELEVATIONS
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
SITE PLAN SUBMITTAL
MS/JD
EP
08/14/2020
192195
Reg State
Issue Date
Arch Name
Arch Num
ARCHITECT
0
1/8" = 1'-0"
EAST ELEVATIONB1
6' 12'
0
1/8" = 1'-0"
NORTH ELEVATIOND1
6' 12'
Revisions
Description Date Num
EXTERIOR ELEVATION KEY
GENERAL SHEET NOTES
KEYED SHEET NOTES
A. ALL LIGHTING AND POWER CONDUCTORS SHALL
BE INSTALLED BETWEEN 24" (MINIMUM) AND 36"
(MAXIMUM) BELOW FINISHED GRADE.
B. ALL COMMUNICATIONS CONDUIT AND CABLES
SHALL BE INSTALLED 36" (MINIMUM) BELOW
FINISHED GRADE.
C. ALL CONDUCTORS FOR EXTERIOR LIGHTING AND
POWER CIRCUITS SHALL BE #10 AWG MINIMUM.
D. PROVIDE PVC-40 IN GREEN SPACES AND PVC-80
UNDER HARD SURFACES.
E. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS.
F. PROVIDE DETECTABLE UNDERGROUND TAPE
ABOVE EACH UNDERGROUND CONDUIT.
G. SET BACK CENTER OF POLE BASES 6 FEET FROM
FACE OF CURB OR SIDEWALK.
H. SEE LIGHTING PLANS FOR EXACT LOCATIONS OF
BUILDING MOUNTED LIGHTING.
I. HANDHOLES AND PULLBOXES MAY NOT BE
INDICATED ON PLANS. PROVIDE AS REQUIRED
FOR INSTALLATION.
1. EXISTING COMMUNICATION FIBER TO REMAIN.
PROTECT FIBER THROUGH OUT
CONSTRUCTION.
2. EXISTING COMMUNICATION FIBER. PREPARE
TO REROUTE FIBER. ROUTING BY OTHERS.
3. EXISTING CENTURY LINK COMMUNICATION
LINE. PREPARE TO REROUTE. ROUTING BY
OTHERS.
V
V
STORM STORM
STORMSTORMSTORMFIBER
FIBER
FIBEROHE
OHE
OHE
OHEOHEOHEUGE UGEUGEUGEUGEUGEFIBER
POWER
POLE
POWER
POLE
POWER
POLE
POWER
POLE
POWER
POLE
POWER
POLE
FIBERFIBERFIBERFIBERFIBER
UGE
STORM
STORM
FIBER
BOX
FIBER
BOXFIBER
BOX
FIBER
BOX
IRRIGATION
IRRIGATIONIRRIGATION IRRIGATIONGASGASSIGN
FIBER
BOX STORMUGEBOUNDARYBOUNDARY1
1
1
1
1
1
FIBER
BOX
2
2
3
3
2
1
UTILITY
XFMR
10' - 0"3' - 0"WW
WW
AA4
AA4
WW
AA5
AA5
1"C, 2#10+1#10G
1"C, 2#8+1#8G
H-LTG/11
H-LTG/11
H-LTG/11
H-LTG/11
H-LTG/11
H-LTG/11
H-LTG/11
12'
12'
12'
1"C, 2#10+1#10G
1"C, 2#8+1#8G
F
E
D
C
B
A
1 2 3 4 5 6 7 8
E
MN
NorthCheck:
Drawn:
Date:
Comm:
License
Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
10/5/2020 2:55:19 PMC:\_Local Files\192195 - Crystal PD (2019).rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Crystal\New Police\192195_New Police\06_ELEC\Revit\192195 -Elec(Central 2019).rvtCity of Crystal
Minnesota
City of Crystal New
Police Facility
E0.02
ELECTRICAL SITE
PLAN
4141 Douglas Dr. North
Crystal, MN 55427
4141 Douglas Dr. North
Crystal, MN 55427
NOT FOR CONSTRUCTION
DD DRAWING SET
Checker
Author
Issue Date
XXXXXX
MINNESOTA
Issue Date
BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
Revisions
Description Date Num
1" = 20'-0"
SITE PLAN - ELECTRICALE3
CRYSTAL PD PARKING LOT LIGHTING CALCULATIONSDesignerDate10/2/2020ScaleNot to ScaleDrawing No.Summary1 of 10.30.61.12.56.514.49.23.60.40.71.12.35.19.510.86.63.11.40.80.60.81.43.47.713.511.45.52.41.10.70.50.20.10.50.81.22.14.16.57.05.02.71.40.90.70.91.53.16.18.98.04.72.31.20.80.60.30.10.60.91.11.72.53.33.42.81.91.20.90.70.91.32.33.74.84.53.21.91.20.90.70.40.20.70.91.11.31.61.81.81.61.31.00.80.70.81.11.52.02.42.32.01.51.21.00.80.50.10.10.10.10.40.91.11.21.31.41.41.31.21.10.90.80.70.81.01.21.41.51.61.51.41.21.11.00.60.10.10.10.10.10.41.01.11.21.41.41.41.31.21.10.90.80.70.80.91.11.21.31.41.51.51.31.21.10.70.20.10.10.10.30.51.11.31.41.51.61.51.31.21.11.00.80.70.70.91.11.21.31.51.61.61.41.31.20.80.40.20.10.10.40.81.31.51.61.81.71.61.51.31.21.00.80.70.70.91.11.31.41.61.71.81.71.61.41.00.50.20.10.10.40.91.61.81.82.02.01.81.61.41.21.00.80.60.70.91.11.31.51.72.02.02.01.91.71.30.60.30.20.51.02.02.32.22.32.11.91.61.41.20.90.70.60.60.91.11.31.51.82.12.22.42.32.21.50.70.40.20.61.12.42.82.52.52.32.01.61.41.20.90.70.60.60.81.11.31.61.82.22.42.72.72.61.80.80.40.20.61.22.52.92.62.62.31.91.61.41.20.90.70.50.60.81.11.31.51.82.22.42.72.82.71.90.80.50.20.61.12.32.62.42.52.21.91.61.41.20.90.70.60.60.81.11.31.51.82.22.32.52.52.41.70.70.40.20.51.01.92.22.12.22.11.91.61.41.20.90.70.60.60.81.11.31.51.72.02.12.22.11.91.40.60.30.20.40.81.51.71.71.91.91.71.51.31.20.90.70.60.70.91.11.31.41.61.81.91.81.71.51.20.50.30.20.30.71.21.41.51.61.61.51.41.21.10.90.70.60.70.81.01.21.31.41.51.61.51.41.30.90.50.20.10.20.41.11.21.21.31.41.31.21.11.00.90.70.60.70.80.91.01.11.21.41.41.31.21.10.70.20.10.10.10.30.91.01.11.21.21.11.00.90.80.80.70.60.60.70.80.91.01.01.11.21.11.11.00.60.10.10.10.10.30.80.90.90.90.90.90.80.80.70.60.60.50.50.60.70.70.80.80.90.90.90.90.80.50.10.10.10.30.60.70.70.70.70.70.70.60.60.50.50.40.50.50.60.60.60.70.70.70.70.70.60.40.10.10.20.40.60.60.60.60.60.50.50.50.50.40.40.40.40.50.50.50.60.60.60.60.60.50.30.10.10.20.30.40.50.50.50.50.50.40.40.40.30.30.30.40.40.40.40.50.50.50.50.50.40.20.10.10.10.30.40.40.40.40.40.40.40.30.30.30.30.30.30.30.40.40.40.40.40.40.40.30.20.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.016.90.20.20.20.20.20.20.20.20.30.30.30.30.30.30.30.30.20.20.20.20.20.20.20.20.30.30.30.30.30.30.30.30.40.40.40.40.40.40.40.40.30.30.20.20.20.20.20.20.20.20.20.20.20.20.20.20.30.30.30.30.40.40.40.40.40.40.40.40.50.50.50.60.50.50.50.50.40.40.30.30.30.30.30.20.20.20.20.20.20.20.30.40.60.70.80.80.40.50.50.50.50.50.50.60.60.60.70.70.70.70.60.60.50.50.40.40.40.30.30.30.30.30.30.30.30.30.40.61.11.71.92.20.50.50.60.60.60.60.70.70.70.80.80.80.80.80.80.70.70.60.60.50.50.40.40.40.40.40.40.30.30.40.50.91.83.54.76.10.50.60.70.70.70.70.80.80.90.90.90.90.90.90.90.90.80.80.70.60.60.60.50.50.50.50.40.40.40.40.61.12.65.78.913.80.60.70.80.80.90.91.01.01.01.11.11.01.01.01.01.01.00.90.80.70.70.70.60.60.60.50.50.50.50.50.71.22.86.310.20.70.80.91.01.11.11.21.21.31.31.21.21.11.11.11.11.11.00.90.90.80.80.70.70.60.60.50.50.50.50.71.12.24.46.38.90.80.91.01.21.31.41.41.51.51.51.41.31.31.21.21.21.21.21.11.00.90.90.90.80.70.60.60.60.50.50.60.91.42.32.83.40.91.01.21.41.51.61.71.71.81.71.61.51.41.41.31.41.41.41.31.21.11.11.00.90.80.70.60.60.60.50.60.70.91.11.41.61.71.71.81.91.91.91.81.71.51.51.51.51.51.61.51.51.41.41.21.10.90.80.70.60.60.50.50.51.01.21.51.71.81.81.81.92.02.01.91.81.61.61.61.61.71.81.81.71.61.61.41.31.10.90.80.70.60.50.50.41.01.21.51.71.71.71.81.82.02.02.01.81.71.61.71.81.92.01.91.81.71.71.61.41.21.00.80.70.60.50.40.41.01.21.51.71.71.71.81.81.92.02.01.81.61.61.71.92.02.01.91.81.81.81.71.61.31.00.80.70.60.50.40.31.01.21.51.71.71.71.81.82.02.02.01.81.71.61.71.92.02.01.81.81.71.71.71.61.31.00.80.70.60.50.40.31.01.21.51.71.81.81.81.92.02.01.91.81.61.61.71.92.02.01.81.81.71.71.71.61.31.00.80.70.60.50.40.30.91.11.31.61.71.71.81.91.91.91.81.71.61.61.81.92.02.01.91.81.71.71.71.61.31.00.80.70.60.50.40.30.81.01.21.41.51.61.71.71.81.71.61.61.51.61.71.92.02.01.91.81.81.81.71.51.31.00.80.70.60.50.40.30.80.91.01.21.31.31.41.51.51.51.51.41.41.51.61.71.91.91.91.81.71.71.61.41.21.00.80.70.60.50.40.30.20.20.70.80.91.01.11.11.21.21.31.31.31.31.31.41.51.61.61.71.71.61.61.51.41.21.00.90.80.70.60.50.40.30.20.20.60.70.80.80.90.91.01.01.11.21.21.21.21.21.31.41.41.51.41.41.31.31.21.00.90.80.70.60.50.50.40.30.20.20.50.60.70.70.70.80.80.91.01.01.11.11.11.11.11.21.21.21.21.11.11.11.00.90.80.70.60.60.50.40.40.30.20.20.50.50.60.60.60.60.70.80.80.91.01.01.01.01.01.01.01.01.00.90.90.90.80.80.70.60.60.50.50.40.30.30.20.40.50.50.50.50.50.60.60.70.80.80.90.90.90.90.90.90.90.80.80.70.70.70.70.60.60.50.50.40.40.30.20.20.40.40.40.40.40.40.50.50.60.60.70.70.80.80.80.80.80.70.70.60.60.60.60.60.50.50.40.40.40.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.1 0.1 0.116.4WW-1WW-2AA4-1AA4-2WW-3AA5-1AA5-2Plan ViewScale - 1" = 20ftNOTES:1. ALL POLE LIGHTING CALCS TAKENAT 27' 6" AFF2. WALL PACKS SHOWN AT 12' AFFScheduleSymbol Label Manufacturer Catalog Number Description LampLumens PerLampLight LossFactorWattageWWLithonia Lighting WST LED P3 40K VF MVOLT WST LED, Performance package 3,4000 K, visual comfort forwardthrow, MVOLTLED6609 0.85 50AA4Lithonia Lighting DSX2 LED P1 40K T4MMVOLT HSDSX2 LED P1 40K T4M MVOLT withhouseside shieldLED 14397 0.85 140AA5Lithonia Lighting DSX2 LED P1 40K T5MMVOLTDSX2 LED P1 40K T5M MVOLT LED 19676 0.85 140