VI. 1. 2022-08 Cambridge Towers Site Plan Review
July 26, 2022 Planning Application 2022-08
Site Plan Review for Renovation of 1301 Cambridge Street
Cambridge Towers
Proposed Action: Staff recommends the Planning & Zoning Commission adopt the following
motion: Move to adopt Planning & Zoning Commission Resolution 2022-05, recommending
the City Council Approve the Site Plan application from Hopkins Apartments LLC to
rehabilitate the property located at 1301 Cambridge Street (PID 19-117-21-11-0126), subject to
conditions.
Overview
The applicant, Link Wilson of Kaas Wilson Architects (on behalf of Hopkins Apartments LLC),
requests site plan approval to allow renovation of the property located at 1301 Cambridge Street.
The proposal consists of converting 4 existing offices to 4 apartment units, recladding portions
of the exterior of the building, and installation of exterior amenities and landscaping. Based on
the findings in this report, staff recommends approval of this request subject to the conditions
detailed in the attached resolutions.
Primary Issues to Consider
• Background
• Applicable Zoning
• Site Plan Review
• Alternatives
Supporting Documents
• Planning & Zoning Resolution 2022-05
• Applicant’s Letter
• Plans & Elevations
_____________________
Ryan Krzos, AICP
City Planner
Financial Impact: $ N/A Budgeted: Y/N ____ Source: _____________
Related Documents (CIP, ERP, etc.): _________________________________________
Notes:
Planning Application 2022-08 Cambridge Towers Site Plan Review
Page 2
BACKGROUND
Development Proposal. Cambridge towers is located to the east of Blake Road and South of
Highway 7. The owner of the subject property, Hopkins Apartments, LLC, has recently started
repairs to the parking structure that spans much of the site. In the process of working on said
repairs, the exterior stucco on the east and west elevations was found to be beyond its useful life.
Accordingly, the owner is requesting replacement of the existing stucco with a combination of
cement board siding and metal panels. The existing concrete surfaces of the structure would not
be replaced. Site plan review is required for this type of exterior modification. The property
owner is also proposing additional changes to the exterior including addition of landscaping
plantings, creation of resident amenities on an existing plaza to the east of the building, and
additional exterior lighting.
In conjunction with exterior changes, the owner is also requesting to renovate floor area in the
building; principally on the first level. The original building was built with eight office suites on
the first level. Throughout the years, a number of these offices were converted to residential
units or storage areas. Currently, the first level is laid out in a manner that allows for open access
to residential areas from the office suites, leading to tenant safety concerns. As result the owner
is requesting to renovate the first floor to convert four existing office spaces to residential units,
renovate the existing first floor units, and create additional interior common areas.
Neighborhood Meeting. Chapter 7 of the City’s Legislative Policy Manual requires applicants
for certain types of zoning applications to hold a neighborhood meeting in addition to the City’s
required public hearing process. The purpose of the neighborhood meeting is to expand and
enhance the dissemination of information to the residents of the City and to encourage
involvement by residents in the planning process. The meeting was held on July 21st in the
Cambridge Towers community room. A summary of the meeting and any comments expressed
will be provided to the Planning & Zoning Commission during the public hearing.
Comments Received Before the Planning & Zoning Commission Public Hearing. This
site plan review application requires a public hearing. As required, the City published notice of
this public hearing in the local paper and mailed notices directly to those properties within 500’
of the subject property. As of the writing of this report, the City has received no comments on
this item. Staff will provided an update on all public comments received to the Planning &
Zoning Commission during the public hearing.
APPLICABLE ZONING
The applicant is requesting that this application be reviewed against the updated zoning code
which will be in effect prior to the City Council’s review and action. The existing building,
constructed in the 1970’s, conflicts with a significant number of provisions in the new Zoning
Ordinance. However, the property possesses a legally nonconforming status with regard to those
conflicts since it was established prior to the new code taking effect. With a legally
nonconforming property, in general, one is allowed to continue the use, and make certain
improvements provided those discrepancies with the code are not made worse or furthered.
Staff finds that the requested interior and exterior modifications not only bring the project closer
into compliance with the current zoning standards, but also create more livable environment for
Planning Application 2022-08 Cambridge Towers Site Plan Review
Page 3
residents of the building.
SITE PLAN REVIEW
Standards for reviewing site plan applications are detailed in Article 13 of Development Code.
This section establishes site plan review procedures to make a determination of whether
proposed buildings, uses, and structures comply with this development code and with other
applicable city regulations. Site plan review is required for any developments that include the
reconstruction, replacement, or remodeling of material on 50% or more on any part of the
exterior of an existing building. In this case, the proposed project includes replacing more than
50% of the west and east side of the building.
Site plan review applications are considered quasi-judicial actions. In such cases, the City is
acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning
Ordinance or Subdivision Ordinances are being followed. Generally, if this application meets the
City's established requirements, it should be approved. Staff’s review of the relevant standards
that apply to this application is provided below. As previously noted, the scope of the review
was limited to just those elements effected by the proposed changes such as building materials
and parking, since the unaffected element are protected as legally nonconforming.
Land Use and Zoning Standards. The proposed renovation allows for continuation of the
existing multiple household living building generally consistent with the subject property’s future
land use and zoning designation. The subject property is guided Activity Center by the
Comprehensive Plan and zoned NX2, General Residential Mix. Multiple Housing Living Unit
buildings are a permitted use in the MX2 zone. Residential density in the Activity Center
designation is 20-60 units per acre. The subject site is 1.89 acres. With the addition of a net of
four residential units, 120 total units result, equating to a density of 63.5 units per acre. This
would marginally exceed the specified density of the property’s Comprehensive Plan designation.
However, in staff’s view the changes do not represent an intensification of uses approved for
this property; and thus does not represent that type of development/redevelopment activity the
Plan speaks to. This determination would not hold were this a teardown and reconstruction of
the building or even a building addition to accommodate more units. Furthermore, the proposed
project is consistent with a number of the goals and policies of the plan including the goal of
supporting and strengthening the city’s residential areas with reinvestment.
Materials. Building material requirements are specified in the code with standards based on the
orientation of the elevation. The proposed recladding would occur on the east and west
elevations, which are considered side or non-street facades. Non-street façades have the widest
pallet of allowed materials. The new materials proposed include vertical seem metal panels, and
two varieties of lap cement board siding. Said materials are allowed on non-front facades
without limitation to the extent of their use. The north and south facing facades would remain
unchanged.
Vehicle Parking. Parking standards are detailed in Article 9 – Parking and Mobility. The
building, inclusive of the net new residential units, would exceed the minimum number of
parking stalls required. Parking is required at a ratio of one stall per efficiency and 1 bedroom
unit and two stalls per 2 or more bedroom units. As proposed, there would be 124 stalls
required based on 96 efficiency and 1 bedroom units, and 14 – 2 bedroom units. A total of 168
Planning Application 2022-08 Cambridge Towers Site Plan Review
Page 4
stalls are provided with 38 surface stalls and 130 covered garage stalls.
Bicycle Parking. Bicycle parking is required at a ratio of 1.1 stalls per unit. The Zoning
Ordinance stipulates that in instances where expansions are proposed to existing buildings or
uses, only the new area is required to comply with parking standards. As such, bicycle parking
standards should be applied to the four net new units, resulting in a total of four bicycle stalls
being required. Staff is recommending a condition requiring that the applicant provide four stalls
meeting the requirements for longer term parking on revised plans.
Landscaping. A significant number of new plantings are provided in the area between and the
building and parking area and the Cambridge Street right-of-way. These plantings are in area of
the existing front yard, and frame a new seating area connected to the sidewalk by way of a new
paved connection. Staff recommends a condition of approval require the applicant to provide a
landscape and pedestrian/streetscape letter of credit in a form acceptable to the City Attorney
for 125% of the value of all improvements. The City will hold the letter of credit until the
plantings have survived at least one growing season
Impervious Coverage. The NX2 zoning district has an impervious area coverage maximum of
60%. The existing condition exceeds this requirement with 85.7% of the site covered by building
and/or paved surfaces. The proposed site improvements would result in a slight net reduction in
the amount of impervious surface, down to 85.5%. As previously noted the improvements are
allow to be made provided the site moves closer to compliance with the 60% maximum.
Exterior Lighting. Additional site lighting is proposed as pole lights, bollard, and wall mounted
lighting on and around the building and parking area. The proposed lighting design would meet
the limitation on the amount of light spillover onto adjoin properties and mounting height
requirements. However, the lighting design proposes several uplights mounted on the building
45 feet above the ground. This type of lighting would conflict with the code requirement that
fixtures be shielded to prevent upward trespass of light. It should be noted that lessor intensity
lighting, those not exceeding 1,000 lumens would be exempt from the shielding standards. As a
result, staff is recommending a condition that the uplights be removed from the plan or revised
to use a lessor intensity light.
ALTERNATIVES
1. Recommend approval of the site plan application. By recommending approval, the City
Council will consider a recommendation of approval.
2. Recommend denial of the site plan application. By recommending denial, the City Council
will consider a recommendation of denial. Should the Planning & Zoning Commission
consider this option, it must also identify specific findings that support this alternative.
3. Continue for further information. If the Planning & Zoning Commission indicates that
further information is needed, the items should be continued.
CITY OF HOPKINS
Hennepin County, Minnesota
PLANNING & ZONING COMMISSION RESOLUTION 2022-05
A RESOLUTION RECOMMENDING THE CITY COUNCIL APPROVE THE SITE PLAN
APPLICATION TO RENOVATE THE PROPERTY LOCATED AT 1301 CAMBRIDGE
STREET (PID 19-117-21-11-0126), TO CONVERT EXISTING BUILDNG SPACE INTO
RESIDENTIAL UNITS, RE-CLAD PORTIONS OF THE BUILDING EXTERIOR, AND
EXTRIOR SITE IMPROVEMENTS, SUBJECT TO CONDITIONS
WHEREAS, the applicant, Link Wilson of Kaas Wilson Architects on behalf of Hopkins
Apartments LLC, initiated an application for site plan approval to Renovate the Property Located at
1301 Cambridge Street (PID 19-117-21-11-0126). The proposal consists of converting 4 existing offices
to 4 apartment units, recladding portions of the exterior of the building, and installation of exterior
amenities and landscaping, and;
WHEREAS, the subject property is legally described as Lot 2, Block 1, Knollwood Crossings,
Hennepin County, Minnesota; and
WHEREAS, the procedural history of the application is as follows:
1. That the above stated application was initiated by the applicant on June 24, 2022;
2. That the Hopkins Planning and Zoning Commission, pursuant to published and mailed
notice, held a public hearing on the application and reviewed such application on July 26,
2022: all persons present were given an opportunity to be heard; and,
3. That written comments and analysis of City staff were considered; and,
WHEREAS, staff recommended approval of the above stated application based on the findings
outlined in the staff report dated July 26, 2022.
NOW, THEREFORE, BE IT RESOLVED that the Planning & Zoning Commission of the
City of Hopkins hereby recommends the City Council approve the Site Plan application from Hopkins
Apartments LLC to rehabilitate the property located at 1301 Cambridge Street (PID 19-117-21-11-
0126), subject to the conditions listed below.
1. Compliance with the applicable standards of the NX2, General Residential Mix Zone.
2. Approval of all necessary permits from the Building, Engineering and Fire Departments.
3. Submittal of revised lighting plan removing proposed uplighting or revision to fixtures
having output of less than 1,000 lumens.
4. Provide a landscape letter of credit equal to 1.5 times the cost of all plantings. The City shall
hold this security until all plantings have survived at least one full growing season.
5. Addition of at least four bicycle parking spaces all of which must meet the Long-Term
Bicycle Parking and Storage Spaces requirements.
6. Submittal of fence details prior to building permits.
7. If applicable, approval of the development by the Minnehaha Creek Watershed District and
conformance with all related conditions.
8. Payment of all applicable development fees including, but not limited to SAC and City
Attorney fees.
Adopted this 26th day of July, 2022.
_______________________
Nathan White, Chair
MEMORANDUM
Tel: 612.879.6000 1301 American Blvd E. Suite 100, Bloomington, MN 55425 www.kaaswilson.com
Page 1 of 4
Date: June 23, 2022
Attention: City of Hopkins Planning Staff
Re: Cambridge Tower Narrative
RESIDING & PERMANENT PARKING REQUEST
OUTLINE
1. Project History
2. History of Transaction
3. Update on Current Garage Resurfacing & Wall Shoring
4. Construction Parking
5. Failing Stucco
6. Interior Remodel
7. Overall Parking & Site Proposal
8. Conclusion
__________________________________________________________________________
1. Project History
The Cambridge Towers apartments, was designed in 1975 and opened in late 1976. During this
time, it preceded the City of Hopkins parking ratio requirements of 2 stalls per unit which was
adopted in 1978.
The building’s original design had 119 multi-family units with an additional 4 commercial
spaces on the first floor. Given today’s environment, these commercial spaces appear to be a
security risk for the residents.
Tel: 612.879.6000 1301 American Blvd E, Bloomington, MN 55425 www.kaaswilson.com
Page 2 of 4
2. History of Transaction
Brian Fetterman, a Minnesota native & IPG President, purchased a large portfolio of Minnesota
properties in late 2019. At some time prior to this transaction, there was a sell-off of an adjacent
property to the west where 26 parking stalls that sits within the Cambridge Towers property line
were included. Therefore, when IPG Living purchased the Cambridge Tower, with no
knowledge of the exclusion of the 26 stalls, there was a parking challenge based on the parking
requirements of the current zoning ordinance. Additionally, the below grade parking garages
began to show signs of structural movement.
3. Update on Current Garage Resurfacing & Wall Shoring
IPG Living retained Kaas Wilson Architects and Braun Intertec to survey the garage and verify
structural stability and propose a plan to improve parking on the site.
In October of 2021, a permit was pulled by Langerman Construction to repair the garage
structure and to also make subtle site improvements such as adding surface parking on the North
and East of the property, as well as landscaping and lighting improvements.
23 parking stalls were added to the north side of the property that was previously underutilized,
as part of Phase 1 of the site improvements.
Tel: 612.879.6000 1301 American Blvd E, Bloomington, MN 55425 www.kaaswilson.com
Page 3 of 4
4. Construction Parking
Currently there is an agreement with Commonbond Communities across the street, at address
8815 Minnesota Highway 7, St Louis Park for temporary parking.
IPG Living would like to contract with Frana Construction who will be building on the above
mentioned site for 15 overnight stalls until October 31st ,2022 when the garage remodel is
expected to be completed.
5. Failing Stucco
As the waterproofing process began while the underlying garage structure is being solidified, we
had to remove stucco in order to waterproof up the wall. As a result of this process, we have
found that the existing stucco is beyond its useful life and must be replaced.
Existing city ordinance asks for brick to be used on the project. However, as confirmed by our
Structural Engineer in letter attached, demonstrates that we need an alternative to brick. The
building will require a lighter exterior cladding to keep the structure intact.
Variance: Exterior Cladding – Sec. 102-276. Architectural Standards
6. Interior Remodel
As Langerman Construction, Kaas Wilson and IPG are on the site continuously, we learn more
and more about this property and wish to make strategic improvements to enhance the living
quality of the residents.
As part of the site updates, we are also asking to make improvements to the interior. This would
require removal of the existing offices that pose as a security risk and update these spaces with a
combination of amenities and dwelling units. The total number of entities in the building will
remain the same at 123.
Thus, as part of this proposal, we are requesting to convert 4 existing offices to 4 apartment units
and also update 5 unused units on first floor to meet today’s Accessibility and Adaptability
guidelines as well as new unit bathroom fixtures and kitchen/bath finishes.
7. Overall Parking & Site Proposal
Per the new zoning ordinance ( In-Review), the current parking count proposed will meet the
requirements stated in Article 9. Please see plans for required parking count & final proposed
total.
As part of the Phase 1 site improvements, parking was introduced on the east side of the site.
However, in discussion with the city, the site was lacking in total open space that would meet
existing ordinance. Therefore, we would like to propose a larger plaza and open space on the east
Tel: 612.879.6000 1301 American Blvd E, Bloomington, MN 55425 www.kaaswilson.com
Page 4 of 4
side to meet the 1:1 ratio requirement in the current ordinance. Please see plans for open space
ratio calculation.
8. Conclusion
These improvements are not meant to reposition the property into a luxury/high-end apartment
complex. Rather, it is a much needed maintenance and repair of both interiors and exteriors that
will improve and enhance residents livelihood and experience.
We are looking for planning commission and council to approve a beautiful exterior cladding
design to enhance the aesthetic but to also enhance energy saving through new windows.
Additionally, we are looking to address interior safety concerns within the building, and update
these spaces to amenity and apartment units.
Lastly, we would also like to create recreation spaces to the east side of the building that would
serve different resident interests and add a landscape screen along the east property line to be
respectful of our neighbors.
AC AIR CONDITIONER
ACOUST ACOUSTIC/ACOUSTICAL
ACT ACOUSTIC TILE
ADH ADHESIVE
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
ALT ALTERNATE
ALUM ALUMINUM
AP ACCESS PANEL
ARCH ARCHITECTURAL
ASPH ASPHALT
AVE AVENUE
BD/BDS BOARD/BOARDS
BFE BOTTOM OF FOOTING
BITUM BITUMINOUS
BKT BRACKET
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BLVD BOULEVARD
BM BEAM/BENCH MARK
BOT BOTTOM
BR BEDROOM
BRG BEARING
BRK BRICK
BSMT BASEMENT
BTWN BETWEEN
CAB CABINET
CB CATCH BASIN
CEM CEMENT
CFB CEMENT FIBER BOARD
CG CORNER GUARD
CIP CAST IRON PIPE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLKG CAULKING
CLO CLOSET
CMU CONC MASONRY UNIT
CNTR COUNTER
CO COMPANY
COL COLUMN
COMB COMBINATION
COMP COMPOSITION
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORP CORPORATION
CORR CORRIDOR
CPT CARPET
CR CURTAIN ROD
CSK COUNTERSINK
CT CERAMIC TILE
CTOP COUNTER TOP
CU FT CUBIC FOOT
CU IN CUBIC INCH
CU YD CUBIC YARD
D DRYER
DBL DOUBLE
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIV DIVISION
DN DOWN
DPRF DAMPPROOF
DS DOWNSPOUT
DWG DRAWING
DWR DRAWER
EA EACH
EIFS EXTERIOR INSULUATION & FINISH
SYSTEM
EL ELEVATION
ELEC ELECTRIC/ELECTRICAL
ELEV ELEVATOR
ENGR ENGINEER
ENT ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EW EACH WAY
EWC ELECTRIC WATER COOLER
EX EXISTING
EXC EXCAVATE
EXH EXHAUST
EXP JT EXPANSION JOINT
EXT EXTERIOR
F TO F FACE TO FACE
FAB FABRICATE
FD FLOOR DRAIN
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FEP FINISHED END PANEL
FE FIRE EXTINGUISHER
FF FINISH FACE
FH FIRE HOSE
FIG FIGURE
FIN FINISH/ FINISHED
FIX FIXTURE
FL FLOOR
FLASH FLASHING
FLUOR FLUORESCENT
FM FACE OF MASONRY
FOW FACE OF WALL
FPRF FIREPROOF
FR FRAME
FRP FIBER REINFORCED POLYMER
FS FACE STUD
FSH FACE OF SHEATHING
FT FOOT/FEET
FTG FOOTING
FURN FURNISH
FURR FURRING
F.V.FIELD VERIFIED
G GAS
GA GAUGE
GAL GALLON
GALV GALVANIZED
GAR GARAGE
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GI GALVANIZED IRON
GL GLASS/GLAZING
GOVT GOVERNMENT
GPBD GYPSUM WALLBOARD
GPM GALLON PER MINUTE
GR GRADE
GRTG GRATING
GS GREASE SHIELD
GYP GYPSUM
HB HOSE BIB
HC HOLLOW CORE
HD HEAD
HDRL HANDRAIL
HDWD HARDWOOD
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HWY HIGHWAY
ID IDENTIFICATION/INSIDE DIA
IN INCH
INCL INCLUDE
INC INCORPORATE
INFO INFORMATION
INSUL INSULATE/INSULATION
INT INTERIOR
INV INVERT
JAN JANITOR
JCT JUNCTION
JT JOINT
JST JOIST
KD KNOCK DOWN
KIT/K KITCHEN
L LINEN
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAT LATITUDE
LAV LAVATORY
LB/LBS POUND/POUNDS
LBR LUMBER
LD LOAD
LDG LOADING
LG LENGTH
LH LEFT HAND
LIB LIBRARY
LIN LINOLEUM
LNDY LAUNDRY
LOA LENGTH OVERALL
LONG LONGITUDE
LR LIVING ROOM
LT LIGHT
MACH MACHINE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MC MEDICINE CABINET
MECH MECHANICAL
MEMB MEMBRANE
MEMO MEMORANDUM
MEZZ MEZZANINE
MFG MANUFACTURED
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MLDG MOULDING
MO MASONRY OPENING
MOD MODULAR
MTL METAL
MTD MOUNTED
MULL MULLION
N NORTH
NIC NOT IN CONTRACT
NO/#NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OVERFLOW DRAIN
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
OSB ORIENTED STRAND BOARD
OZ OUNCE
P&G PITCH & GRAVEL
PASS PASSENGER
PCF POUNDS PER CUBIC FOOT
PED PEDESTRIAN TRAFFIC COATING
PER PERIMETER
PERF PERFORATE
PERP PERPENDICULAR
PIL PILASTER
P LAM PLASTIC LAMINATE
PL PLATE
PLAS PLASTER
PLMB PLUMBING
PLYWD PLYWOOD
PNEU PNEUMATIC
POL POLISHED
PORC PORCELAIN
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT/POINT
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PREFAB PREFABRICATED
PREFIN PREFINISHED
PROP PROPERTY
PUR PURLINS
QR QUARTER/QUARTER-ROUND
QT QUARRY TILE
QTY QUANTITY
R RISER
R&S ROD & SHELF
RAD RADIATION/RADIUS
RB RESILIENT BASE
RC RESILIENT CHANNEL
RCT RUBBER COMPOSITION TILE
RD ROAD/ROUND/ROOF DRAIN
RECP RECEPTACLE
REC RECESSED
REF REFERENCE
REFRIG REFRIGERATOR
REG REGULAR/REGISTER
REINF REINFORCE/REINFORCING
REQD REQUIRED
RESIL RESILIENT
RET RETURN
RH ROBE HOOK/RIGHT HAND
RFG ROOFING
RM ROOM
RO ROUGH OPENING
RS REDUCER STRIP
RWD REDWOOD
RWL RAIN WATER LEADER
S SOUTH
SAN SANITARY
SB SPLASH BLOCK
SC SOLID CORE
SCHED SCHEDULE
SD SOAP DISH
S DISP SOAP DISPENSER
SEC SECOND
SECT SECTION
SH SHELF/SHINGLES
SHR SHOWER
SHT SHEET
SHTG SHEATHING
SID SIDING
SIM SIMILAR
SLID SLIDING
SM SMOOTH (FINISH)
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SPEC SPECIFICATION
SQ SQUARE
SS SERVICE SINK
SSA S INGLE STRENGTH A
S STL STAINLESS STEEL
ST STREET
STD STANDARD
STL STEEL
STOR STORAGE
STR STRINGER
STXT SPRAY TEXTURE
SUB FL SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
S4S SURFACED FOUR SIDES
T TREAD
T&G TONGUE & GROOVE
TB TOWEL BAR
TC TOP OF CURB
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERED
TERR TERRAZZO
TEX TEXTURE
TFE TOP OF FOOTING ELEV
THRESH THRESHOLD
THRU THROUGH
TK BD TACKBOARD
T.O TOP OF . . .
TPH TOILET PAPER HOLDER
TRANS TRANSOM
TV TELEVISION
TW TOP OF WALL
TYP TYPICAL
UL UNDERWRITER'S LAB, INC
UNO UNLESS NOTED OTHERWISE
VAN VANITY
VB VAPOR BARRIER/VINYL BASE
VEN VENEER
VENT VENTILATOR
VERT VERTICAL
VEST VESTIBULE
VFY VERIFY
VIN VINYL
VNL VINYL
VWC VINYL WALL COVERING
VCP VITRIFIED CLAY PIPE
VCT VINYL COMP TILE
W WEST/WASHER
W/WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WDW WINDOW
WI WROUGHT IRON
WP WATERPROOF
WR WATER RESISTAN
WS WEATHERSTRIP
WSCT WAINSCOTING
WT WEIGHT
WWF WELDED WIRE FABRIC
YD YARD
ABBREVIATIONS
(These patterns are scaled for 1-1/2"= 1'-0"details)
FOAM/POURED IN PLACE INSUL
EARTH
CONCRETE MASONRY UNIT
STEEL
RIGID INSULATION OR
BRICK/ MANUFACTURED STONE
CONCRETE
SAND
GRANULAR FILL
GYPSUM BOARD
ROUGH WOOD
QUARRY OR CERAMIC TILE
WOOD
STUD WALL
WOOD BLOCKING OR SHIM
BATT INSULATION (INSUL-10)
PLYWOOD
1
1
AXXX
1
DOOR NUMBER
ROOM NAME / NUMBER
INTERIOR/EXTERIOR WALL
TYPE, FLOOR-CEILING TYPE
REVISION CLOUD
DETAIL CALLOUT
BREAK LINE
HDCP SYMBOL
ELEVATION / WORK POINT
NORTH ARROW
KEYNOTES
ADDENDUM, CHANGE
ORDER, PROPOSAL
REQUEST, ARCHITECTS
SUPPLEMENTAL
INSTRUCTIONS
INTERIOR
ELEVATION
DETAIL
SECTION
ELEVATION
A
X
X
AXXX
X
AXXX
AXXX
A
B
C
D
?
?
?
X
AXXX
N
C
D B
UNIT NUMBER / NAME
DETAIL NUMBER?
??
?
SYMBOLS KEY
?
?
?
CASEWORK TAG
PARKING TAG
WINDOW TAG
HATCH KEY
FLOOR & WALL FINISH TAG
MILLWORK FINISH TAG
CPT-1
PL-1 NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson ArchitectsAs indicated6/24/2022 11:55:14 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtCover Sheet
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A000
Cambridge Tower - Siding & Interior Remodel
1301 Cambridge St, Hopkins, MN
55343
1301 Cambridge St, Hopkins, MN 55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
Drawing Index
Sheet
Number Sheet Name
Original
Issue Date
Current
Revision Date
A000 Cover Sheet 06/24/2022
V1.0 SITE SURVEY 05/24/2021
C2.0 SITE PLAN 06/24/2022
C3.0 GRADING PLAN 06/24/2022
L1.0 LANDSCAPE PLAN 06/24/2022
A030 Existing - Levels 1 + 2 06/24/2022
A200 Proposed - Level 1 06/24/2022
A201 Proposed - Level 2 06/24/2022
A500 Exterior Elevations 06/24/2022
A501 Exterior Elevations 06/24/2022
A900 Photography & Renderings 06/24/2022
A901 Photography & Renderings 06/24/2022
-.- Photometric Plan 06/23/2022
SITE
SITE MAP
N
ARTISTIC RENDERING OF PROPOSED NEW CLADDING
UNIT MIX (RENOVATED ONLY)- GROSS AREA
Name Count
Unit Gross Area
%Main Floor
0 BR (Studio)
Unit 0-0 3 519 ft² 30%
1 BR
Unit 1-0 1 733 ft² 10%
Unit 1-1 1 719 ft² 10%
Unit 1-2 - Type A 1 722 ft² 10%
2 BR
Unit 2-0 2 1,239 ft² 20%
Unit 2-1 2 1,252 ft² 20%
Grand total 10
PARKING
Level Type Count
Level -1 Garage 130
Level 1 Plaza East 1
Level 1 Plaza West 37
168
PROJECT SCOPE
1. Proposal to add parking stalls and exterior amenity on a back deck that prior to
renovation was an open concrete patio, owner will dex -o -tex treat the drivable
surface with yearly check ins with Braun Intertec
2.Proposal to Reside and replace windows on the exterior of the building
The reside will include decorative up lighting and backlit building signage. All other
monument signage will be removed.
3.Proposal to renovate the first floor and to convert 4 empty office spaces to
apartment units and renovate other first floor units to be adaptable with one
accessible. No units in the building comply with MN Accessibility Code
PARKING CALCULATIONS
PER HOPKINS, NEW ZONING ORDINANCE
ARTICLE 9: PARKING & MOBILITY
REQUIRED: 1 / 1 BR UNIT
2 / 2 BR UNIT
EXISTING
1 BR -90 UNITS = 90 stalls
2 BR -10 UNITS = 20 stalls
RENOVATED
1 BR -6 UNITS = 6 stalls
2 BR - 4 UNITS = 8 STALLS
TOTAL: 124 PARKING STALLS REQ. Rev. No.RevisionDate
REVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY8/26/21ADDENDUM 2..........22
CAMBRIDGE STREETDIVISION STREETN88°33'54"W 273.80S0°24'51"W 304.99S88°34'04"E 268.10N1°29'08"E 304.93
12PROPOSEDCOFFEE BAR517 ft²Unit 0-0ELEV.ELEV.A5001PARKING (x37 STALLS,2 ADA)1,239 ft²Unit 2-1AMENITYPLAZA1,239 ft²Unit 2-1EXISTINGMANAGER'SAPARTMENT TORECEIVEACCESSIBILITYUPDATEMAIL519 ft²Unit 0-0519 ft²Unit 0-0A2501HAMMERHEAD FORSERVICE VEHICLES07070707071111110801
06719 ft²Unit 1-1722 ft²Unit 1-2 - Type A122 ft²Stair119 ft²Stair104 ft²Bathroom110 ft²Bathroom57 ft²Storage737 ft²Office Space368 ft²Lobby273 ft²Elevator Lobby210 ft²
Package262 ft²Office Space (Existing)531 ft²Fitness525 ft²Seating Area55 ft²
Storage
522 ft²
Corridor
733 ft²Unit 1-0365 ft²
Corridor
983 ft²Community RoomCONSTRUCTIONLIMITSFAN AREA WELL,COORDINATE WITHARCHFAN AREA WELL,COORDINATE WITHARCHOPTIONAL:BITUMINOUS OVERLAY ANDRESTRIPE EXISTING PARKINGSTALLS- FEATHER INTO EXISTINGBIT. DRIVE AISLE PAVINGVEGETATED SWALEMATCH EXISTING CITYSIDEWALK, TYP.BIT. DRIVEWAY PERCITY STANDARDS,TYP.HC SIGNSNP SIGNS, TYP.22.0'SEE ARCH PLANSFOR FINAL EASTAND WEST PATIOLAYOUTSAW CUT ANDREPLACEPAVEMENT IN KINDFOR UTILITYINSTALLATIONSAW CUT AND REPLACEPAVEMENT IN KIND FOROPTIONAL UTILITYINSTALLATION,COORDINATE WITH OWNERWINDOW WELLS TO BEFILLED WITHBITUMINOUS , PER CITYSTANDARDSNOPARKINGLFO=915.8534.3'18.0'16.0'18.0'COMPACTPARKINGSTALLREGULARPARKINGSTALL5264BOULDERSURROUNDED BYPLANTINGS4.0'7.0'4" CONCRETECURB, SEE DETAILSYNTHETIC TURF,COORDINATE WITH ARCH.FOR STYLE. INSTALL PERMANUFACTURERSREQUIREMENTSOPEN PLAY AREAOUTDOOR AMENITY DECK,COORDINATE WITH ARCH.FOR FURNISHINGS ANDPROGRAMING7.1'15.1'7.3'9.
2
'4.0'11.1'4.6'8.7'45°0'0"6' BENCH COORDINATE WITHARCH. FOR STYLE. INSTALLPER MANUFACTURERSINSTRUCTIONS4' ALUMINUMORNAMENTALFENCE, TYP.36" SWING GATE W/REQUIRED HARDWARE36" SWING GATE W/REQUIRED HARDWARECONCRETESIDEWALK PER CITYSTANDARDS, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060CAMBRIDGE TOWER APARTMENTS
1301 CAMBRIDGE ST., HOPKINS, MN 55343
1301 AMERICAN BLVD. E, SUITE 100, BLOOMINGTON, MN 55425
KAAS WILSON ARCHITECTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:202828/6/2021PERMIT SET06/24/22SITE PLAN REVIEW - PHASE II..06/11/21BID SETDRAWN BY:REVIEWED BY:MW, KW, JSMP..............6/24/2022 11:00:21 AMCOPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/24/228/4/2021WATERSHED SUBMITTAL8/24/2021WATERSHED SUBMITTAL9/2/2021WATERSHED SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN6/25/21ADDENDUM 18/26/21ADDENDUM 2........SITE AREA TABLE:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THESITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BECORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY ANDSTREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OFSITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEWAND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE ANDSHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION.LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDINGPADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOTPREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OFTRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESSOTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITEIMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE.SEE LANDSCAPE DOCUMENTS.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)CITY OF HOPKINS SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & WEAR COURSE DEPTH, SEEDETAIL.CONSTRUCTION LIMITSTOPERVIOUS PAVEMENT (IF APPLICABLE) - CONCRETEPAVER PERVIOUS SYSTEM. INCLUDE ALL BASEMATERIAL AND APPURTENANCES AS SPECIFIED PERMANUFACTURER SPECIFICATIONS & INSTRUCTIONS.MAKE: BELGARD, OR EQUIVILANTMODEL: AQUASTONE, OR EQUIVILANTCOLOR: T.B.D. - PROVIDE SAMPLES, SHOP DRAWINGS & PRODUCT DATA REQUIRED PRIORTO CONSTRUCTION.SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BIDFOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONSOF BASE MATERIAL AND OTHER NECESSARYCOMPONENTS.1. STAMPED & COLORED CONCRETE2. CONCRETE PAVERSMAKERS, COLORS, MODELS, & PATTERN TO BEINCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TOCONSTRUCTION.ACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.
CAMBRIDGE STREETDIVISION STREETN88°33'54"W 273.80S0°24'51"W 304.99S88°34'04"E 268.10N1°29'08"E 304.93
12PROPOSEDCOFFEE BAR517 ft²Unit 0-0ELEV.ELEV.A5001PARKING (x37 STALLS,2 ADA)1,239 ft²Unit 2-1AMENITYPLAZA1,239 ft²Unit 2-1EXISTINGMANAGER'SAPARTMENT TORECEIVEACCESSIBILITYUPDATEMAIL519 ft²Unit 0-0519 ft²Unit 0-0A2501HAMMERHEAD FORSERVICE VEHICLES07070707071111110801
06719 ft²Unit 1-1722 ft²Unit 1-2 - Type A122 ft²Stair119 ft²Stair104 ft²Bathroom110 ft²Bathroom57 ft²Storage737 ft²Office Space368 ft²Lobby273 ft²Elevator Lobby210 ft²
Package262 ft²Office Space (Existing)531 ft²Fitness525 ft²Seating Area55 ft²
Storage
522 ft²
Corridor
733 ft²Unit 1-0365 ft²
Corridor
983 ft²Community RoomCONSTRUCTIONLIMITSVEGETATED SWALENOPARKINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060CAMBRIDGE TOWER APARTMENTS
1301 CAMBRIDGE ST., HOPKINS, MN 55343
1301 AMERICAN BLVD. E, SUITE 100, BLOOMINGTON, MN 55425
KAAS WILSON ARCHITECTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:202828/6/2021PERMIT SET06/24/22SITE PLAN REVIEW - PHASE II..06/11/21BID SETDRAWN BY:REVIEWED BY:MW, KW, JSMP..............6/24/2022 11:00:26 AMCOPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6/24/228/4/2021WATERSHED SUBMITTAL8/24/2021WATERSHED SUBMITTAL9/2/2021WATERSHED SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN6/25/21ADDENDUM 1..........1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.3.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THEOWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.4.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.5.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.6.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.7.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE,UNLESS OTHERWISE NOTED.8.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES INMAINTAINED AREAS IS 4:19.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHTSHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OFCONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELDCHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDINGACTIVITIES.11.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIALOFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ONTHE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THECONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS ANDEXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATEROR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.14.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREASUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BYTHE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.15. TOLERANCES15.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.15.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOTABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.15.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIREDELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.MAINTENANCE16.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OFTRASH AND DEBRIS.16.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIEDTOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREASWHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.16.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSEWEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF HOPKINS GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.3EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSEOF EOF
CAMBRIDGE STREETDIVISION STREETN88°33'54"W 273.80S0°24'51"W 304.99S88°34'04"E 268.10N1°29'08"E 304.93
12PROPOSEDCOFFEE BAR517 ft²Unit 0-0ELEV.ELEV.A5001PARKING (x37 STALLS,2 ADA)1,239 ft²Unit 2-1AMENITYPLAZA1,239 ft²Unit 2-1EXISTINGMANAGER'SAPARTMENT TORECEIVEACCESSIBILITYUPDATEMAIL519 ft²Unit 0-0519 ft²Unit 0-0A2501HAMMERHEAD FORSERVICE VEHICLES07070707071111110801
06719 ft²Unit 1-1722 ft²Unit 1-2 - Type A122 ft²Stair119 ft²Stair104 ft²Bathroom110 ft²Bathroom57 ft²Storage737 ft²Office Space368 ft²Lobby273 ft²Elevator Lobby210 ft²
Package262 ft²Office Space (Existing)531 ft²Fitness525 ft²Seating Area55 ft²
Storage
522 ft²
Corridor
733 ft²Unit 1-0365 ft²
Corridor
983 ft²Community RoomCONSTRUCTIONLIMITSVEGETATED SWALENOPARKING6 - HA24 - CH3 - CA37 - NW26 - PN6 - PR6 - CM3 - EP27 - SS5 - HD5 - HA34 - SH24 - AM5 - EH3 - SA25 - ZA6 - NW25 - ZA6 - SA23 - PN3 - CR24 - SS4 - EP24 - SH6 - SH3 - PR4 - HC34 - EH6 - HD5 - NW23 - AS3 - HC4 - CA37 - AA23 - CM3 - HC34 - SA26 - ZA3 - HB6 - EH6 - NW25 - HC33 - AS6 - EH7 - PR3 - CR23 - CA34 - CH4 - PN6 - AA5 - CA34 - EP25 - SA211 - SH5 - EH5 - SS5 - ZA4 - HA23 - SH26 - HA34 - HS35 - HA34 - AM2 - CR24 - AS6 - EP25 - SH7 - SA24 - SH24 - HA25 - HA38 - NW23 - HB3 - HC3 - VD5 - AA24 - AA3 - CA33 - CA54 - CA34 - AA3 - VDRIVER ROCKSWALEFOUR-O-ONEBOULDERSALUMINUM EDGINGTYP.SHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYAA14Regent Serviceberry / Amelanchier alnifolia `Regent`#5 CONTNATIVE CULTIVARYAA212Autumn Magic Black Chokeberry / Aronia melanocarpa `Autumn Magic`#5 CONTNATIVEYCH8Hummingbird Summersweet / Clethra alnifolia `Hummingbird`#5 CONTNOT NATIVEYCM9Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONTNATIVE CULTIVARNCA322Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONTNATIVE CULTIVARYCA53American Hazelnut / Corylus americana#5 CONTNATIVEYPR16Raspberry Lemonade Ninebark / Physocarpus opulifolius 'ZLEYel2' TM#5 CONTNATIVE CULTIVARYVD6Arrowwood Viburnum / Viburnum dentatum 'Arrowwood'#5 CONTNATIVEYGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYEH26Bottlebrush Grass / Elymus hystrix#1 CONTNATIVEYHA321All Gold Japanese Forest Grass / Hakonechloa macra `All Gold`#1 CONTNOT NATIVENPN13Northwind Switch Grass / Panicum virgatum `North Wind`#1 CONTNATIVE CULTIVARYSS16Smoke Signal Little Bluestem / Schizachyrium scoparium `Smoke Signal`#1 CONTNATIVE CULTIVARYSH26Prairie Dropseed / Sporobolus heterolepis#1 CONTNATIVEYPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYAS10Sun King Aralia / Aralia cordata `Sun King`#2 CONTNOT NATIVENAM8Montgomery False Spiraea / Astilbe japonica `Montgomery`#1 CONTNOT NATIVEYCR28Hillside Black Beauty Snakeroot / Cimicifuga ramosa `Hillside Black Beauty`#1 CONTNOT NATIVEYEP217PowWow White Coneflower / Echinacea purpurea `PAS702918` TM#1 CONTNATIVE CULTIVARYHC312Grande Black Coral Bells / Heuchera `TNHEUGB`#1 CONTNOT NATIVEYHC6Caramel Coral Bells / Heuchera x `Caramel`#1 CONTNOT NATIVEYHS34Lemon Supreme Coral Bells / Heuchera x `Lemon Supreme`#1 CONTNOT NATIVEYHA214Blue Angel Hosta / Hosta x 'Blue Angel'#1 CONTNOT NATIVENHB6Blue Mammoth Hosta / Hosta x 'Blue Mammoth'#1 CONTNOT NATIVENHD11Diamonds are Forever Hosta / Hosta x 'Diamonds are Forever'#1 CONTNOT NATIVENNW232Walkers Low Catmint / Nepeta x faassenii `Walkers Low`#1 CONTNOT NATIVEYSA225Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONTNOT NATIVEYSH211Helen von Stein Lamb`s Ear / Stachys byzantina `Helen von Stein`#1 CONTNOT NATIVEYZA21Golden Alexander / Zizia aurea#1 CONTNATIVEYPLANT SCHEDULEGROUND COVERSCOMMON / BOTANICAL NAMESIZEWasher River Rock / Decorative Rock Feature6"- 8" Washed river rock, uniform in size, composed ofround rocks that may be varied in color.MulchShooting Star No Mow Fine Fescue Mix / No MowSeed MixSeed MixBlue Grass Based / SodCommercial grade, locally grown, "Big Roll" preferredSodPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN6/25/21ADDENDUM 1..........Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060CAMBRIDGE TOWER APARTMENTS
1301 CAMBRIDGE ST., HOPKINS, MN 55343
1301 AMERICAN BLVD. E, SUITE 100, BLOOMINGTON, MN 55425
KAAS WILSON ARCHITECTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:202828/6/2021PERMIT SET06/24/22SITE PLAN REVIEW - PHASE II..06/11/21BID SETDRAWN BY:REVIEWED BY:MW, KW, JSMP..............6/24/2022 11:00:47 AMCOPYRIGHT CIVIL SITE GROUP INC.cLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder6/24/228/4/2021WATERSHED SUBMITTAL8/24/2021WATERSHED SUBMITTAL9/2/2021WATERSHED SUBMITTALLANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/ORTOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTINGBED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OFHARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAININGPLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OFTHE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWINGSEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORSAND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.13.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.14.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE ANDCAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BECAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.15.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIORTO INSTALLATION.
E
H
1 11234567810
F
G
D.4
H.3
1187 SF-
Office Space
119
1187 SF-
UNSURE
117
1212 SF-
UNSURE
196
1187 SF-
UNSURE
107
1187 SF-
UNSURE
105
1201 SF-
UNSURE
104
362 SF-
Elevator Lobby
111
501 SF-
Seating
103
52 SF-
Storage
102
498 SF-
Fitness
112
992 SF-
Community Room
101
94 SF-
Bathroom
121
100 SF-
Bathroom
120
334 SF-
Office
114
443 SF-
Corridor
116
415 SF-
Lobby
110
354 SF-
Corridor
108
1138 SF-
Manager's Unit
109
102 SF-
Stairs
118
97 SF-
Stairs
106
196 SF-
Seating
113
44 SF-
Mail
123
E
H
1 11234567810
F
G
D.4
H.3
2160 SF-
Corridor
190
104 SF-
Room
191
99 SF-
Room
192
794 SF-
Maint. Storage
193
394 SF-
Laundry
194
1038 SF-
Room
195
698 SF-
Room
197
484 SF-
Room
198
484 SF-
Room
200
681 SF-
Room
204
681 SF-
Room
205
484 SF-
Room
206
484 SF-
Room
207
698 SF-
Room
208
484 SF-
Room
209
484 SF-
Room
210
681 SF-
Room
211
681 SF-
Room
212
484 SF-
Room
213
Redundant Room-
Tenant Storage
214
698 SF-4 Occ.
Apt. "C" (EXISTING)
85
R-2-200SF/Occ.NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson Architects3/32" = 1'-0"6/24/2022 11:55:14 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtExisting -Levels
1 + 2
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A030
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
3/32" = 1'-0"1 Existing Level 1
3/32" = 1'-0"2 Existing Level 2 NRev. No.RevisionDate
PROPOSED
COFFEE BAR
519 ft²
Unit 0-0
ELEV.
ELEV.A500 1 A5011
A500
2
A501
2
PLAN KEY:
0 BR (Studio)
1 BR
2 BR
COMMONS ( NEW )
EXISTING
EXISTING (NEW FINISHES)
STORAGE
PARKING (x37 STALLS,
2 ADA)
1,239 ft²
Unit 2-0
AMENITY
PLAZA
1,239 ft²
Unit 2-0
EXISTING UNITS (x4)
TO RECEIVE
ACCESSIBILITY
UPDATE
EXISTING
MANAGER'S
APARTMENT TO
RECEIVE
ACCESSIBILITY
UPDATE
EXISTING UNIT TO
BE RENOVATED
MAIL
519 ft²
Unit 0-0
519 ft²
Unit 0-0
A250 1
A250
2
A251
1
A2512
HAMMERHEAD FOR
SERVICE VEHICLES
07
07
07
07
07
08
08
08
08
1
2
08
08
22
1
11
1
1
01
02
08
0202
01
01
06
06
06
1
01 101
101
101
719 ft²
Unit 1-1
722 ft²
Unit 1-2 - Type A
122 ft²
Stair
119 ft²
Stair
104 ft²
Bathroom
110 ft²
Bathroom
57 ft²
Storage
737 ft²
Office Space
368 ft²
Lobby
273 ft²
Elevator Lobby210 ft²Package262 ft²
Office Space (Existing)
531 ft²
Fitness
525 ft²
Seating Area
55 ft²Storage522 ft²Corridor733 ft²
Unit 1-0
365 ft²Corridor983 ft²
Community Room
DEDICATED OPEN SPACEOPEN SPACE CALCULATION
PER HOPKINS ZONING ORDINANCE
SECTION 102-160, OPEN SPACE
REQUIREMENT FOR R-4 = 1:1
PROPOSED
EAST PLAZA -8120 SF
SOUTH OPEN SPACE -3553 SF
WEST OPEN SPACE -3740 SF
TOTAL OPEN SPACE -15,413 SF__
BUILDING FOOTPRINT -13,616 SF
RATIO PROVIDED = 1 : 1.3 NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson Architects1/16" = 1'-0"6/24/2022 11:55:16 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtProposed -Level
1
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A200
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
1/16" = 1'-0"1 Level 1
N Rev. No.RevisionDate
513 ft²
Apt. "B" (EXISTING)
729 ft²
Apt. "A" (EXISTING)
513 ft²
Apt. "B" (EXISTING)
728 ft²
Apt. "C" (EXISTING)
729 ft²
Apt. "A" (EXISTING)
513 ft²
Apt. "B" (EXISTING)
513 ft²
Apt. "B" (EXISTING)
728 ft²
Apt. "C" (EXISTING)
728 ft²
Apt. "C" (EXISTING)
513 ft²
Apt. "B" (EXISTING)
513 ft²
Apt. "B" (EXISTING)
729 ft²
Apt. "A" (EXISTING)
729 ft²
Apt. "A" (EXISTING)
1,094 ft²
Apt. "D" (EXISTING)
A500 1 A5011
A500
2
PLAN KEY:
2 BR
EXISTING
STORAGE
A250 1
A250
2
A251
1
A2512
513 ft²
Apt. "B" (EXISTING)
1,252 ft²
Unit 2-1
731 ft²
Laundry (Expanded)
552 ft²
Maintenance Storage
115 ft²Stair117 ft²Stair960 ft²CorridorNOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson Architects1/16" = 1'-0"6/24/2022 11:55:18 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtProposed -Level
2
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A201
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
1/16" = 1'-0"1 Level 2
N
Rev. No.RevisionDate
Level 1
100'-0"
Level 2
109'-1"
Level -1
90'-11"
Level 3
118'-2"
Level 4
127'-3"
Truss Brg.
163'-7"
1 11234567810
Level 5
136'-4"
Level 6
145'-5"
Level 7
154'-6"
Elev. Mach. Rm.
Flr.
172'-4"
Elev. Mach. Rm.
Roof
181'-1"
WOOD-TONE SIDING
VERTICAL METAL
PANEL
CFB LAP SIDING -
ALTERNATING WIDTH
UPLIGHTING
Level 1
100'-0"
Level 2
109'-1"
Level -1
90'-11"
Level 3
118'-2"
Level 4
127'-3"
Truss Brg.
163'-7"
D E H I JFGD.3 D.4 H.3 H.6
3
A601
Level 5
136'-4"
Level 6
145'-5"
Level 7
154'-6"
Elev. Mach. Rm.
Flr.
172'-4"
Elev. Mach. Rm.
Roof
181'-1"
EXISTING DECORATIVE
CONCRETE
EXTERIOR MATERIALS
EXISTING DECORATIVE CONCRETE
GLAZING
VERTICAL METAL PANEL
CFB ALTERNATING LAP SIDING
CFB WOODLOOK LAP SIDING
% COVERAGE
17.2%
10.8%
24.2%
23.6%
24.2%NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson ArchitectsAs indicated6/24/2022 11:55:21 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtExterior
Elevations
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A500
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
3/32" = 1'-0"1 West Elevation
3/32" = 1'-0"2 South Elevation Rev. No.RevisionDate
Level 1
100'-0"
Level 2
109'-1"
Level -1
90'-11"
Level 3
118'-2"
Level 4
127'-3"
Truss Brg.
163'-7"
111234567810
1
A600
__________
Level 5
136'-4"
Level 6
145'-5"
Level 7
154'-6"
Elev. Mach. Rm.
Flr.
172'-4"
Elev. Mach. Rm.
Roof
181'-1"
WOOD-TONE SIDING
VERTICAL METAL
PANEL
CFB LAP SIDING -
ALTERNATING WIDTH
UPLIGHTING
Level 1
100'-0"
Level 2
109'-1"
Level -1
90'-11"
Level 3
118'-2"
Level 4
127'-3"
Truss Brg.
163'-7"
DEHIJFGD.3D.4H.3H.6
2
A600
3
A601
Level 5
136'-4"
Level 6
145'-5"
Level 7
154'-6"
Elev. Mach. Rm.
Flr.
172'-4"
Elev. Mach. Rm.
Roof
181'-1"
EXISTING
DECORATIVE
CONCRETE
CAMBRIDGE
TOWER
NEW BRANDING SIGNAGE -
DESIGN TBD
EXTERIOR MATERIALS
EXISTING DECORATIVE CONCRETE
GLAZING
VERTICAL METAL PANEL
CFB ALTERNATING LAP SIDING
CFB WOODLOOK LAP SIDING
% COVERAGE
17.2%
10.8%
24.2%
23.6%
24.2%NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson ArchitectsAs indicated6/24/2022 11:55:23 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtExterior
Elevations
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A501
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
3/32" = 1'-0"1 East Elevation
3/32" = 1'-0"2 North Elevation Rev. No.RevisionDate
NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson Architects6/24/2022 11:55:23 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtPhotography &
Renderings
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A900
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
NORTHWEST VIEW -EXISTING
NORTHWEST VIEW -PROPOSED
SOUTHWEST VIEW -EXISTING
SOUTHWEST VIEW -PROPOSED Rev. No.RevisionDate
NOT FORCONSTRUCTIONDate
Drawn By
Checked By
Project Number
1301 American Blvd. E.
Suite 100
Bloomington, MN 55425
tel: (612) 879-6000
fax: (612) 879-6666
www.kaaswilson.com
Copyright Kaas Wilson Architects6/24/2022 11:55:24 AMC:\Revit Local\22025 -Cambridge Renovation_V3_adams2MVKQ.rvtPhotography &
Renderings
Link W.
Adam S.
06/24/2022
22025
Cambridge Tower
-Siding & Interior
Remodel
Sage Apartment
Communities
A901
1301 Cambridge St, Hopkins, MN
55343
General Contractor:
Langerman Exteriors
8416 Xerxes Ave. N.
Brooklyn Park, MN 55444
Contact: Troy Poirier
(612) 578-7709
troyp@langermanexteriors.com
Mechanical (Design/Build):
A.R. Engh Mechanical
Contact: Michael Melz
(763) 229-4667 mwelz@arengh.com
Electrical (Design/Build):
Oaks Electric
Contact: Dewey (612) 366-6574
Structural:
Braun Intertec
1826 Buerkle Road
St. Paul, MN 55110
Contact: Kim Deibel, PE
C: (651) 245-3876
KDeibel@braunintertec.com
Civil/Landscape:
Civil Site Group Inc.
4931 W 35th St. Suite 200
St. Louis Park, MN 55416
Contact: Matt Pavek
O: (612) 615-0060
Mpavek@civilsitegroup.com
18006 Sky Park Circle Irvine, CA
92614
ENTRY CLOSEUP -EXISTING ENTRY CLOSEUP -PROPOSED Rev. No.RevisionDate
PAGE 1 OF 1Drawn By: SANDYDate:6/23/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.CAMBRIDGE TOWERSHOPKINS, MNChecked By: RICKLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionCalculation SummaryLabelCalcTypeUnitsArr. WattsLum. LumensAvgMaxMinAvg/MinMax/MinSITE GROUNDIlluminanceFc1.7712.00.0N.A.N.A.WEST PARKING5IlluminanceFc2.103.4AA4Single0.900NLS NOV-2-T4-32L-7-35K MOUNT ON 10FT POLE 7175261.11.9110BBSingle0.900NLS SSX-4-6R-SL-16L-7-35K SEASIDE BOLLARD 423520303CC5Single0.900NLS GRD-T5-20L-35K SURFACE MOUNT AT APPROX 9FT6761642DD5Single0.900NLS NV-2-T5-80L-7-35K MOUNT ON 20FT POLE WITH 2FT BASE168197134FF2Single0.900NLS NV-W-T2-16L-1-35K-UNV WALL MOUNT AT APPROX 12FT56.06597010GGSingle0.900LIGMAN VK-30002-M-W35 WALL MOUNT AT APPROX 45FT IN UPLIGHT POSITION27.9243510WP4Single0.900NLS NV-W-T4-16L-35-40K-UNV WALL MOUNT AT 8FT1926183.09Plan ViewScale: 1 inch= 25 Ft.64'-6 1/2"BBBBBBBBBBWP4WP4WP4WP4WP4AA4AA4AA4AA4AA4WP4WP4WP4CC5CC5CC5DD5DD5WP4FF2FF2FF2FF2WP4BBBBBBGGGGGGGGGGGGGGGGGGGGBBBB0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.4 0.5 0.20.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.9 6.3 0.90.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.7 1.1 1.4 1.1 0.7 0.2 0.2 0.3 0.3 0.3 0.3 0.3 1.8 3.2 2.02.0 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.8 2.7 3.6 2.7 0.7 0.4 0.5 0.6 0.6 0.6 0.5 0.4 0.4 2.9 9.04.5 1.4 0.1 0.1 0.1 0.2 0.3 0.2 0.10.1 0.2 0.6 2.5 4.5 2.3 0.8 0.7 0.8 1.0 1.4 1.6 1.20.2 0.3 0.6 2.1 1.0 0.10.1 0.3 0.5 0.8 1.2 1.1 1.1 1.0 1.2 1.7 3.0 5.4 2.91.0 1.5 0.8 5.5 1.5 0.20.2 0.3 0.6 0.9 1.1 1.3 1.5 1.5 1.8 2.5 5.5 11.9 5.11.7 2.2 0.6 0.7 0.5 0.10.2 0.4 0.6 1.0 1.3 1.6 1.9 2.1 2.3 2.8 4.9 9.2 4.43.2 3.0 1.0 1.5 0.7 0.20.2 0.4 0.6 1.0 1.4 1.8 2.3 2.8 2.9 2.9 3.7 4.5 3.16.7 4.1 1.6 3.9 1.6 0.20.2 0.4 0.6 0.9 1.4 1.9 2.7 3.3 3.1 3.1 4.0 5.9 3.65.2 4.7 1.2 1.2 0.6 0.20.2 0.4 0.6 0.9 1.4 1.9 2.4 2.9 3.0 3.4 6.0 11.6 5.43.6 4.5 1.0 1.0 0.6 0.20.2 0.4 0.6 1.0 1.3 1.6 2.0 2.2 2.4 3.0 5.3 10.3 5.04.2 4.6 1.4 6.3 1.5 0.20.2 0.4 0.6 0.9 1.1 1.4 1.6 1.7 1.9 2.5 4.0 6.8 6.86.3 4.7 1.5 2.0 0.9 0.20.2 0.4 0.6 0.8 1.0 1.2 1.3 1.3 1.5 2.2 4.5 10.5 10.37.5 6.7 2.1 0.9 0.5 0.10.2 0.4 0.5 0.7 0.9 1.1 1.1 1.1 1.4 2.0 4.6 9.9 11.27.7 10.1 2.7 4.5 1.4 0.20.2 0.4 0.5 0.7 0.9 1.0 1.1 1.1 1.3 1.7 2.9 5.2 4.27.1 4.3 1.8 2.5 1.3 0.20.2 0.4 0.6 0.8 1.0 1.1 1.2 1.2 1.3 1.7 2.3 2.6 2.22.8 2.6 0.9 0.7 0.5 0.20.2 0.4 0.6 0.8 1.1 1.2 1.4 1.4 1.6 2.0 3.0 4.3 2.80.5 0.9 0.9 2.1 1.2 0.20.2 0.4 0.6 0.9 1.2 1.5 1.8 1.9 2.1 2.7 5.1 10.1 4.41.7 2.3 1.0 5.9 1.8 0.20.2 0.4 0.7 1.0 1.4 1.8 2.2 2.6 2.7 3.1 5.5 10.5 4.54.8 3.5 1.0 0.7 0.5 0.10.2 0.4 0.6 0.9 1.4 1.9 2.6 3.4 3.1 3.1 3.8 5.1 3.29.2 4.6 1.4 0.7 0.4 0.10.2 0.4 0.6 0.9 1.4 1.9 2.6 3.1 3.1 3.0 3.7 4.7 3.112.0 6.1 2.2 5.3 1.6 0.20.2 0.4 0.7 1.0 1.4 1.8 2.2 2.4 2.6 3.0 5.1 9.8 4.69.3 6.5 2.0 2.2 1.4 0.20.2 0.4 0.6 0.9 1.3 1.6 1.8 1.9 2.1 2.7 5.2 10.8 4.97.4 6.3 1.4 0.7 0.5 0.10.2 0.3 0.6 0.9 1.3 1.7 1.8 1.7 1.7 2.0 3.1 5.1 3.36.3 6.7 1.9 2.0 0.9 0.20.2 0.3 0.5 0.8 1.6 3.0 3.3 2.1 1.3 1.4 2.0 3.2 3.69.0 7.4 2.5 6.3 1.7 0.30.1 0.2 0.4 0.9 2.4 6.5 8.6 3.1 1.4 1.1 1.9 4.4 8.2 4.8 1.4 2.3 4.94.2 2.1 3.7 12.0 9.4 2.7 1.4 0.7 0.20.1 0.2 0.3 0.7 2.4 6.9 9.4 3.3 1.1 0.8 1.5 4.7 9.5 5.4 1.7 1.5 1.81.7 1.9 3.9 11.1 8.8 2.2 0.6 0.2 0.10.1 0.1 0.2 0.4 1.9 5.3 6.3 3.2 0.6 0.4 0.9 4.1 6.4 4.8 1.4 0.6 0.50.6 0.8 3.6 7.5 6.9 1.8 0.3 0.1 0.10.0 0.1 0.1 0.2 1.2 1.7 2.0 1.4 0.5 0.2 0.7 1.5 2.0 1.6 1.0 0.2 0.10.1 0.6 1.5 2.3 2.4 1.2 0.2 0.1 0.00.0 0.0 0.1 0.2 0.4 0.5 0.5 0.5 0.3 0.2 0.3 0.5 0.4 0.5 0.3 0.1 0.10.1 0.2 0.5 0.5 0.5 0.4 0.2 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0TYPE AATYPE BBTYPE CCTYPE DDTYPE FF & WPTYPE GG