Architectural Commission Agenda Packet - 4:30 PM
City of Oconomowoc · Waukesha County · meeting of May 6, 2026 · Agenda packets
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City of Oconomowoc
ARCHITECTURAL COMMISSION MEETING
Wednesday, May 6th 2026 @ 4:30 PM @ City Hall, Conference Room #3
NOTICE: If a person with a disability requires the meeting be accessible or materials at the meeting be in an
accessible format, call the City Clerk, at least 48 hours prior to the meeting at 262-569-2186, or TDD at 262-569-
3272 to request adequate accommodation.
AGENDA:
1. Roll Call and Confirmation of appropriate meeting notification
2. Approve Minutes of March 4th 2026.
3. Dunkin’ – Consider/approve the restaurant updated façade plan at 427 E. Wisconsin Avenue.
4. Jersey Mike’s Subs – Consider/approve the restaurant signage plan at the 1350 Penny Lane.
5. BP Gas Station – Consider/approve the master sign plan for 1004 Summit Avenue.
6. The Social – Discuss building plans for an indoor recreation establishment at 1340 Snyder Way, (previous
address of 965 Cannon Gate Road).
7. Fox Communities Credit Union – Discuss building plans for a credit union at 1283 Olympia Fields Drive.
8. Reports and comments from the City Planning Department.
9. Reports and comments from the Architectural Commissioners.
10. Adjourn.
Members of other C ity governmental bodies (boards, commission, committees, council, etc.) may attend the above noticed
meeting of the Architectural Commission in order to gather information. The only action to be taken at the above noticed meeting
will be action by the Arch itectural Commission. Architectural Commissioners should notify the City Clerk's Office at 262-569-
3236 if they are unable to attend.
S:Clerk/Committees-Commissions/Architectural/Minutes/2025/ACmin 3-4-26
City of Oconomowoc
Architectural Commission Meeting Minutes
March 4, 2026
Chairman Flint called the meeting to order at 4:30 pm.
Members Present: Otten, Flint, Krogstad and Schulz
Members Absent: Johnson
Staff Present: Weber, Gallo, Frye and Dehnert
2. Approve minutes of February 4, 2026: Motion by Otten to approve the February 4, 2026 minutes; second by
Flint. Motion carried 3-0-1 (Krogstad abstained).
3. WIS-PAK - Consider/approve a special exception for signage at 970 Blue Ribbon Circle N: Weber
explained the applicant is looking for approval of a monument sign and a wall sign to be located on the screening
on top of their building which requires a special exception due to its size. Staff believes the sign on the top should
be even larger for visibility on I94. Weber noted, however, that she received a letter yesterday from the Southwest
Business Park at Pabst Farms Owners Association which agree with the sign on the building as proposed but no
larger. Based on this letter, Weber recommended approval of the sign as proposed. The applicant, Lindsey
Mickelson, explained the sign as proposed will be readable and the business does not want it to be any larger.
Motion by Flint to approve a special exception for signage for WIS-PAK at 970 Blue Ribbon Circle N as presented;
second by Krogstad. Motion carried 4-0.
4. Rakowski Residence – Consider/approve a façade update at 216 N Lake Road: Weber explained this
property is located in the Isthmus District which requires all exterior alterations must be reviewed by the
Architectural Commission. The proposed project includes adding portico’s over both entrances on the front
elevation; replacing the siding with an update to the color; and updating the back deck. Weber recommended
approval. The applicant, Adam Landwehr of Elegant Exteriors, provided samples and colors. He intends to use a
Terra Brown LP smart siding and Snowscape White LP Smart Side trim (which mimics cedar); is not replacing the
windows and getting away from the fluted corners; will be keeping the flower boxes; the light sconces are being
replaced with lights that shine down and a canned light over the entrance; the hot tub on the back deck will be
removed; replacing the deck boards with composite and the railing with an aluminum Bronze Powder coated cable
rail system on both levels; accent lighting in the stairs and post lights in the lower level; the soffit is to be stained
Chestnut; and the lower level repainted to match the deck. Members suggested that the deck boards be a darker
color or the same color as the soffit; and overall liked the changes. Motion by Krogstad to approve the façade
update for the Rakowski residence at 216 N Lake Road as proposed; second by Otten. Motion carried 4-0.
5. Reports and comments from the City Planning Department:
Weber explained the deadline on the noncompliance issue at Winnesota was March 1. Staff did a site visit earlier
this week and found they had changed out the coping and repainted the downspouts as required. Weber also
thanked Schultz for 28 years of service on the Architectural Commission.
6. Reports and comments from the Architectural Commissioners:
Members thanked Weber for all her work for the Architectural Commission and wished her well in the future.
7. Adjourn: Motion by Flint to adjourn at 5:03 pm; second by Schultz. Motion carried 4-0.
Chris Dehnert, Deputy City Clerk
Architectural Commission Background
May 6th 2026: 4:30 pm at City Hall in Conference Room #3
Department of City Planning
Robin Grams | 262.569.2173
oconomowoc-wi.gov/planning
Item #3 – Dunkin’- Updated Façade Update
The Applicant is requesting approval of a façade update located at 427 E. Wisconsin Avenue
Background
The Dunkin’ located at 427 E. Wisconsin Avenue originally obtained occupancy on May 22, 2014,
with plans approved in September of 2013. The site is zoned MC, Mixed-Use Commercial District.
The applicant approached the City with new architectural renderings and a new sign package in
April of 2026, to enhance the façade and to update the signage to align with the current brand.
Scope of Work
The application for the project discusses an interior and exterior remodel to the existing building.
The scope of work for the exterior shows façade enhancements including updated building
materials, revised color schemes, new brand finishes, and installation of new Dunkin’ signage.
Building Materials
• East Elevation- The existing brick and stone on the base and toward the south elevation will
remain and be painted. The existing siding will remain and will be painted to match the
wood siding. All existing EIFS will be repainted to refresh the building.
• West Elevation- The existing brick and stone will be painted grey to match east elevation.
New EIFS panels with “Y” Reveals will be added to the existing building with the Dunkin’
logo. The remaining façade will be painted with the new branding colors.
• North and South Elevation - The front (north) façade will be repainted to align with the
current Dunkin’ brand. That includes the existing brick base, wood siding, end caps, and
awnings. The south façade is made primarily of brick, which will be painted grey to match
the rest of the brick/stone around the building.
Signage
The Applicant is looking to update their signage to the new Dunkin’ branding. This includes
removing the logo with the coffee cup and replacing it with Dunkin’ on the North and West
elevations. They will also be adding a “Oconomowoc Dunkin’ logo on the new EIFS panels on t he
West Elevation. The applicant will also be updating the current pylon sign and the drive thru
wayfinding signs.
Sign Permits Required: If the signage is approved by the Architectural Commission, the applicant
can continue through the online portal workflow for the sign permits. There is a separate building
inspection required permit for each sign.
Recommendation:
Approve the façade improvements and signage located at 427 E Wisconsin Avenue , with the
following considerations:
Architectural Commission Meeting Background
May 6th 2026 – Page 2
• Building Materials- The Applicant to provide building material samples for the meeting.
• Building Colors- Commissioners to determine if the building colors are appropriate for the
update.
• Dumpster Enclosure- Commissioners to determine if the dumpster enclosure needs to be
updated to contain the two trash receptacles.
Item #4 – Jersey Mike’s Subs
The Applicant is requesting approval of a variance to the restaurant signage plan located at 1350
Penny Lane
Background
Jersey Mike’s Subs recently opened as part of the Pabst Farms retail space located at 1350 Penny
Lane. The Pabst Farms development required the submittal of a Master Sign Plan (MSP),
however, window signs were not mentioned as part of the MSP , therefore the regulations revert
to the sign zoning code. City code states that window signs shall not exceed twenty-five (25)
percent coverage of the total window area (Section 17.603 (1)(h)). The applicant is requesting a
special exception to allow for the retention of the full window graphics but is open to the 25%
coverage plan with additional clarification.
Signage
Jersey Mike’s is looking to receive permission to allow for the full coverage window signs that are
currently up at their location at 1350 Penny Lane. The windows that have signage are currently
covered from top to bottom with Jersey Mike’s logo and pictures of sandwiches and drinks. Besides
the window signs, Jersey Mike’s currently has three wall signs, a feather sign, and a temporary
banner sign. The current window signs exceed the twenty-five (25) percent coverage allowed per
city code.
Recommendation:
Deny the special exception request for Proposal 1.
Approve Proposal 2 to allow for a maximum of 25% coverage for each window in the tenant
space. The code states window signs should not exceed the 25% coverage of the total
window area. This means each individual window, not the total area of all windows.
Item #5 – BP Gas Station
The Applicant is requesting approval of the Master Sign Plan for BP located at 1004 Summit
Avenue
Background
The BP gas station is requesting approval of a Master Sign Plan (MSP) for the two separate tenant
spaces, including the anchor tenant located at 1004 Summit Avenue. The property is zoned GC,
General Commercial. The intent of the M SP is to update the placement, lettering style, color, and
related design. Unit A is the BP gas station and Unit B is Pub Summit 16.
Architectural Commission Meeting Background
May 6th 2026 – Page 3
Signage
Unit A- The BP gas station occupies this space currently. The MSP shows the existing monument
signs located at the northeast and south corners of the property which will be updated to match
the current corporate branding . BP will be updating the canopy signs to meet the BP branding
standards. BP is also looking to add a wall sign on the east facing façade of the building.
Unit B- Pub Summit 16 will be adding a primary wall sign on the west and east facing façade of the
building. They are also looking to add a tertiary wall sign on the south side of the building. The
applicant is also looking at adding a secondary wall sign to both the south and north facing façade.
Pub Summit 16 currently has a small multi-tenant sign on the existing south monument sign.
Recommendation:
Approve the Master Sign Plan for 1004 Summit Avenue with the following
recommendations:
• All signs at these locations require review and approval of sign permits.
• Remove all access signage that is not related to the businesses, including the small
dual post sign between the gas pumps and the signs promoting reward programs
for other unrelated businesses.
• Consider removing the parked food truck on the south side of the lot, which is does
not show any license plates or business names.
• Applicant must come back to the Architectural Review Committee if any new signs
are proposed in order to meet the sign code.
Item #6- The Social
The Applicant is requesting feedback from the Architectural Review Commission for an indoor
recreation establishment at 1340 Snyder Way (previously 965 Cannon Gate Road)
Background
The applicant is looking to obtain feedback from the Architectural Review Committee for the
property at 1340 Snyder Way. They are looking to redevelop the existing building into indoor
recreation establishment. The existing building will be remodeled in th e interior and exterior and
some additions will be added on the east facing side of the building. A combination of materials
consisting of metal siding and decorative accents and features will be added to the building. The
Social will offer pickle ball courts, bowling alleys, axe throwing, mini golf, food, games, and more.
Recommendation:
There is no action to be taken at this time. The applicant is looking for comments and
feedback from the Architectural Review Committee.
Architectural Commission Meeting Background
May 6th 2026 – Page 4
Item #7- Fox Communities Credit Union
The Applicant is requesting feedback from the Architectural Review Commission for a new 4,300
sq. ft. Credit Union located at 1283 Olympia Fields Drive
Background
The applicant is looking to obtain feedback from the Architectural Review Committee for the
property at 1283 Olympia Fields Drive. The building will be made primarily of brick and stone veneer
with timber accents. The building will also feature a central spline element with a pitched metal roof
and clerestory glass. Lighting will be integrated around the building to illuminate the brand blue
color. The applicant is proposing two drive-thru teller lanes and one ATM lane.
Recommendation:
There is no action to be taken at this time. The applicant is looking for comments and
feedback from the Architectural Review Committee.
April 15th, 2026
To: Jason Gallo
Plan Reviewer
City of Oconomowoc
174 E. Wisconsin Ave Oconomowoc, WI 53066
RE: Dunkin’
Architectural Commission
AC-26-2
427 E. Wisconsin Ave Oconomowoc, WI 53066
Project Narrative – Dunkin’ Remodel
This project consists of the interior an d exterior remodel of an existing Dunkin ’ restaurant to align with current brand
standards and improve overall customer experience, operational efficiency, and accessibility. The project does not
propose any changes to the building footprint, site layout, or land use.
The scope of work includes renovation of the dining and se rvice counter. Interior upgrades will feature new finishes,
furniture, lighting, and updated décor cons istent with Dunkin’s latest design pr ototype. The ordering area will be
reconfigured to improve customer flow and accommodate modern ordering methods, including mobile and pickup
integration where applicable.
Additionally, the scope of work includes exterior façade enhancements and minor site element updates. Exterior upgrades
will consist of new brand-compliant fini shes, updated building materials, revised co lor schemes, and installation of new
Dunkin’ signage. These improvements are designed to enha nce the visual appearance of the building and strengthen
brand identity while remaining compatible with the surrounding area.
The existing drive-thru will remain in it s current configuration, with no expansion or modification to traffic circulation.
Minor updates to drive-thru elements, such as menu boards, height limitation bar and canopies, will be minimal and
consistent with the overall architectural design.
Site elements, such as directional signage and pavement graphic arrows are to be upd ated to match current brand
standards. Landscape and site lighting are not included in this scope of work and will remain as existing with no proposed
modifications.
Overall, the design of this remodel is to refresh the building interior and exteri or appearance and maintain operational
efficiency. The Proposed improvements will provide a modern design appearance while main taining compatibility with
the surrounding properties and existing site condition.
Sincerely,
Kayla Ure
Architecture Project Manager
Project Designer
KP + J Architects and Engineers
847-271-8879
kure@kpenr.com
NEW DRIVE THRU BRANDED
GRAPHIC WITH ARROW (SEE
NATL. ACCOUNTS) TP-01 WHITE
EXISTING DD "WELCOME BACK" DIRECTIONAL SIGN
FACE TO BE UPDATED AND SIGN STRUCTURE TO
BE PAINTED TO LIKE-NEW CONDITION
EXISTING ORDER CANOPY
WITH INTEGRATED SPEAKER
TO REMAIN. PAINT CANOPY
TOP TO MATCH PMS 3564C
AND SPEAKER COLUMN SW
7063 NEBULOUS WHITE
NEW WELCOME POINT
BRANDED GATEWAY WITH
HEIGHT LIMITATION BAR
NEW DIGITAL MENU BOARD
TO BE INSTALLED AT
EXISTING LOCATION.
EXISTING DD "SEE YOU SOON"
DIRECTIONAL SIGN FACE TO BE
UPDATED AND SIGN STRUCTURE TO
BE PAINTED TO LIKE-NEW CONDITION
EXISTING DUMPSTER
LOCATION TO REMAIN AS IS
TRASH
CONC
EXISTING PYLON SIGNAGE FACE
TO BE UPDATE TO BRAND
STANDARDS
EXISTING DUNKIN DONUTS
427 E WISCONSIN AVE,OCONOMOWOC, WI 53066
6" LINE PAINT TP-01 WHITE
EXISTING DD "DRIVE THRU" DIRECTIONAL
SIGN FACE TO BE UPDATED AND SIGN
STRUCTURE TO BE PAINTED TO LIKE-NEW
CONDITION
EXISTING CONCRETE FILLED BOLLARD
TO RECEIVE NEW COVER TYP. (SEE
NATL. ACCOUNTS)
NEW DRIVE THRU CANOPY
EXISTING CONCRETE FILLED BOLLARD
TO RECEIVE NEW COVER TYP. (SEE
NATL. ACCOUNTS)
NEW ARROW BRANDED
GRAPHIC (SEE NATL.
ACCOUNTS) TP-01 WHITE "TYP."
"ARROW" BYPASS LANE TO BE PAINTED
TP-01 (TYP.)
SCALE: 1/8" = 1'-0"1 SITE PLAN
N
LANDSCAPE
ROAD
WALKWAY
CONCRETE
HANDICAP PARKING
LIGHT POLE
BOLLARD
INLET
SIGN
PROPOSED BUILDING
DIRECTIONAL SIGNAGE
PYLON SIGN
1. GC TO VERIFY OPERATING CONATION OF ALL ELECTRICAL EQUIPMENT/ CONNECTIONS PRIOR TO AT
START AND END OF PROJECT; SUCH AS SIGNAGE, EXTERIOR BUILDING AND SITE LIGHTING, AND
EXTERIOR EQUIPMENT CONNECTIONS. GC TO NOTIFY OWNER OF ITEMS OUTSIDE SCOPE OF WORK
PRIOR MAKING ANY ADJUSTMENTS.
2. GC TO VERIFY OPERATING CONDITION OF EXISTING GROUND LOOPS, PATCH AND REPAIR EXISTING
CONC. PAD AS REQ'D; TOP OF SLAB SHOULD BE FLUSHED WITH ADJACENT PAVEMENT SURFACE
3. GC TO VERIFY THAT ADA PARKING STALLS AND AISLE, SIDEWALK, OUTDOOR PATIO, AND POSSIBLE ADA
PATH OF TRAVELS ARE COMPLIANT WITH LOCAL ACCESSIBILITY CODES. INFORM OWNER IF THERE ARE
ANY CONDITIONS THAT MAY NEED TO BE ADDRESSED PRIOR TO MAKING ADJUSTMENTS.
4. PATCH/ REPAIR ALL DAMAGE PAVEMENT AS REQ'D AT THE DRIVE THRU LANE AND PARKING SPACES.
PROVIDE A SMOOTH SURFACE. TOUCH UP PARKING AND CROSSWALK STRIPPING AS REQ'D.
5. REMOVE AND DISPOSE OF EXISTING MENU BOARD EQUIPMENT FOR INSTALLATION OF NEW DIGITAL
MENU BOARD; REFER TO SHEET A-102. GC TO VERIFY THAT EXISTING CONCRETE BASE AND
ELECTRICAL CONNECTIONS CAN BE UTILIZED FOR NEW EQUIPMENT. AS WELL, PROVIDE DATA
CONNECTIONS AS REQ'D. EQUIPMENT TO BE INSTALLED SO IT'S ANGLED 30 DEGREES TO ON COMING
TRAFFIC.
6. GC TO CHECK IF EXISTING ORDER CANOPY AND SPEAKERS WORKS AND IS IN GOOD CONDITION.
7. ALL EXISTING CONCRETE FILLED BOLLARDS TO RECEIVE NEW COVERS(SEE NATL. ACCOUNTS)
CUPSCUPS CUPS CUPS
GO
2
1
ADA Clearance
ADA Clearance
5'-0 3/4"3'-2 1/2"
1'-1 1/2"
3'-10 1/4"
3'-0 3/8"
VESTIBULE
100
SEATI NG AREA
101
SALES AREA
102
SERVICE AREA
103
MENS RESTROOM
104
WOMENS RESTROOM
105
1
14
2
1
5
5
6
11
11
16
23
1
23
11
4'-6"14'-3 7/8" 10'-11 7/8"
17
101 EX
100 EX
104EX
105EX
103
N
1 FLOOR PLAN
SCALE: 1/4"=1'-0"
1. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS:
PREP/ KITCHEN AND STORAGE AREAS:
0'-0" TO 3'-0" - 5/8" DUROCK CEMENT BOARD, 3'-0" AND ABOVE - 5/8" ORIENTED STRAND BOARD (OSB)
SERVICE AREA:
5/8" MIN. ORIENTED STRAND BOARD (OSB), 5/8" DUROCK CEMENT BOARD BEHIND PORCELAIN/CERAMIC TILES.
SALES AND SEATING AREAS:
5/8" GYPSUM BOARD, 5/8" DUROCK CEMENT BOARD BEHIND CERAMIC TILES, 5/8" ORIENTED STRAND BOARD @ DECORATIVE PLAM "WOOD" WALLS.
RESTROOMS:
5/8" DUROCK CEMENT BOARD
G.C SHALL PROVIDE ADEQUATE BLOCKING AS REQUIRED THROUGHOUT: IN RESTROOMS FOR GRAB BARS, LAVATORIES, HAND DRIERS, MIRRORS, PAPER TOWEL DISPENSERS,
SOAP DISPENSERS, AND OTHER ACCESSORIES UNLESS OTHERWISE NOTED; IN SERVICE AREA FOR: VDU, WALL SHELVES, ETC.
2. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH.
3. REFER TO EQUIPMENT A-601 SHEETS FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT.
4. REFER TO SHEET -A-201 FOR DOOR SCHEDULE AND DOOR & FRAME TYPES
5. THESE PLANS ARE CONSIDERED MINIMUM DUNKIN' CORPORATE DESIGN REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIAN CE AND GENERAL
BUILDING REQUIREMENTS MUST BE EVALUATED AND CERTIFIED BY AN ARCHITECT REGISTERED IN THE STATE WHERE THIS STRUCTURE IS TO BE BUILT.
6. SEE SITE PLAN PROVIDED BY OWNER FOR NUMBER AND LOCATION OF THE FOLLOWING SITE FURNISHINGS: TABLE WITH SEATING, ADA TABLE WITH SEATING, TRASH CAN NEXT
TO EXTERIOR SEATING AREA, TRASH CAN WITH CHUTE NEXT TO DRIVE-THRU AREA , AND GROUNDSKEEPER SMOKING MANAGEMENT RECEPTACLE. SEE NATIONAL ACCOUNT
SOURCE INFORMATION FOR MANUFACTURER / SUPPLIER.
7. PROVIDE FIRE EXTINGUISHERS, TYPE ABC, WALL HUNG, TOP @ 5'-0" A.F.F. (BY G.C.). - NUMBER AND LOCATION AS DETERMINED BY LOCAL C ODE
8. IF LARGER OFFICE IS REQUIRED, EXPAND TOWARD B.O.H, NOT F.O.H. SEEK D.B.I APPROVAL PRIOR TO PROCEEDING.
9.
LAYOUT NOTES:
A. ARCHITECT & G.C. TO ENSURE 40" MINIMUM CLEAR ACCESS INTO AND THROUGHOUT THE STORE FOR DELIVERY OF LARGE EQUIPMENT ITEMS.
B. FOR STORES WITH CELLARS, THE FLOOR, WALL, AND CEILINGS FINISHES WILL BE THE SAME FINISHES FOR PREP. AREA. REFER TO THE MASTER FINISH SCHEDULES FOR THE
PROPER FINISHES.
C. FOR LOCATIONS WITH INTERIOR WALK-INS, PROVIDE: FLOOR DRAIN WITHIN 5' FT. OF WALK-IN FOR CONDENSATE DRAIN CONNECTION FROM INTERIOR OF WALK-IN (TYP.). 2"
MIN. AIR SPACE BETWEEN WALK-IN AND ALL ADJACENT WALLS.
D. FOR NON-DEPRESSED SLAB FOR WALK-IN BOX AN INTERIOR RAMP SHALL BE PROVIDED.
10.
INDOOR AIR QUALITY MANAGEMENT REQUIREMENTS:
B. DURING CONSTRUCTION THE USE OF SMOKING/TOBACCO PRODUCTS INSIDE THE BUILDING IS PROHIBITED.
C. CONTRACTOR AND SUBCONTRACTORS SHOULD MAKE EVERY EFFORT TO MAINTAIN CLEAN WORK AREAS.
D. CONSTRUCTION ACTIVITIES THAT PRODUCE DUST SHOULD TAKE PLACE PRIOR TO HVAC STARTUP/USE, AND EVERY EFFORT SHOULD BE MADE TO DIRECT THESE
POLLUTANTS TO THE OUTDOORS WITH FANS.
E. MATERIALS THAT ARE ABSORPTIVE SHOULD NOT BE BROUGHT ON-SITE UNTIL THE BUILDING IS SUFFICIENTLY DRIED IN, AND SHOULD BE ELEVATION FROM THE GROUND AND
COVERED WITH VISQUEEN WHILE STORED ON SITE.
F. IF THE HVAC SYSTEMS WILL BE USED DURING CONSTRUCTION ACTIVITIES, TEMPORARY FILTRATION (MERV 8) SHOULD BE USED ON ALL RETURN AIR INTAKES, AND THE
FILTERS INSIDE THE UNIT SHOULD BE REPLACED PRIOR TO BUILDING TURN OVER.
G. ALL INDOOR AIR QUALITY MANAGEMENT POLICIES OUTLINED ABOVE ARE PHOTOGRAPHED AT 25%, 50%, AND 75% PROJECT COMPLETION TO CONFIRM MEASURES WERE
FOLLOWED.
11.
CONSTRUCTION WASTE RECYCLING REQUIREMENTS:
A. ALL CONSTRUCTION-RELATED RECYCLABLE WASTE SHOULD BE RECYCLED/REUSED OR OTHERWISE DIVERTED FROM LANDFILL WHENEVER POSSIBLE.
B. AT MINIMUM ALL CONCRETE, METAL, AND PLASTIC THAT MEETS LOCAL RECYCLING STANDARDS SHOULD BE RECYCLED.
C. WHERE LOCAL MUNICIPALITIES OR VENDORS OFFER COMMINGLED RECYCLING OPPORTUNITIES TO HELP ACHIEVE OVER 50% CONSTRUCTION WASTE DIVERSION RATE FROM
LANDFILL, FRANCHISEE SHOULD PURSUE.
GENERAL NOTES
PLAN NOTES
CONSTRUCTION LEGEND
EXISTING WALLS OR PARTITION TO REMAIN
NEW INTERIOR PARTITION, ASSEMBLY OR SYSTEM
101
NEW DOOR AND FRAME (SEE SCHEDULE FOR DETAILS)
EXISTING DOOR AND FRAME
101
AREA OF WORK THAT IS NOT IN CONTRACT (N.I.C)
1. CASEWORK BY OTHERS.
2. EXISTING BUMP-OUT DRIVE-THRU WINDOW.
3. EXISTING ROOF LADDER.
4. EXISTING JANITOR'S SINK - PROVIDE DEDICATED WATER SUPPLY FOR P&G DISPENSER (SEE NATIONAL ACCOUNTS). P&G EQUIPMENT INSTALLED BY VENDOR.
5. SURFACE MOUNTED HAND DRYER W/ BRANDING AND SUSTAINABILITY MESSAGE; REFER TO NATIONAL ACCOUNTS.
6. P.O.S. OUTLET BOX (48" A.F.F.) WITH 1/2" CONDUIT W/ PULLSTRING TO CEILING.
7. EXISTING TANK TYPE HOT WATER HEATER.
8. EXISTING BOLLARD, REFER TO NATIONAL ACCOUNTS FOR NEW BOLLARD COVER INFORMATION.
9. EXISTING 3 COMPARTMENT SINK W/ 2 INTEGRATED DRAIN BOARDS - PROVIDE DEDICATED WATER SUPPLY FOR P&G DISPENSER (SEE NATIONAL ACC OUNTS). P&G EQUIPMENT
INSTALLED BY VENDOR.
10. EXISTING FROST PROOF HOSE BIB.
11. 2" X 2" STAINLESS STEEL CORNER GUARDS, FULL LENGTH OF CORNER UP TO CEILING (TYPICAL THROUGHOUT BACK OF HOUSE).
12. EXISTING ELECTRICAL PANELS.
13. HAND SINKS ARE REQUIRED WITHIN A 25 FT. RADIUS OF ALL WORK STATIONS IN SERVICE AND PREP. AREAS (OR PER LOCAL CODE IF MORE ST RINGENT).
14. SWING GATE BY MILLWORK VENDOR.
15. EXISTING ELECTRICAL METER.
16. PROVIDE DIRECT LINE W/ TEMPERATURE REGULATOR VALVE FROM HWH TO ALL HAND WASHING SINKS.
17. LINE OF ORANGE METAL CANOPY OVER ENTRANCE.
18. G.C. TO PROVIDE ANCHOR BOLTS FOR SLAB MOUNTED SAFE IN OFFICE- REFER TO SPECIFICATIONS TO BE PROVIDED BY FRANCHISEE.
19. WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE BREWING EQUIPMENT, BEVERAGE MACHINES, ETC. AND BOOSTER PUMP (OPTIO NAL); LOCATE ABOVE WATER
METER. ARCHITECT TO SUBMIT WATER SAMPLES TO WATER FILTER MFR. AS REQUIRED BY DB FOR WATER TESTING AND NEW FILTER SPECIFICATIONS.
20. WINDOW SHADE; SEE CONSTRUCTION SPECIFICATIONS ON GN-1.5 AND NATIONAL ACCOUNTS SUPPLIER ON THE EXTRANET.
21. CORE DRILL. REFER TO NEXT GENERATION PROTOTYPE SET FOR ADDITIONAL INFO.
22. LINE OF ORANGE METAL CANOPY OVER DRIVE THRU WINDOW.
23. MILLWORK SUPPLIER SHALL PROVIDE ACCESS FOR UTILITIES & CLEANING AT ALL FRONT LINE MILLWORK.
24. PROVIDE CLEAR ANODIZED ALUM EDGE TRIM (SCHLUTER "JOLLY") FOR FULL HEIGHT OF WALL @ EXTERNAL CORNERS & ALL LOCATIONS WHERE TI LE ENDS.
25. EXISTING WALL FINISHES IN OFFICE AND PREP./STORAGE AREAS TO REMAIN, TYP.
26. PROJECTION OF ORANGE ACCENT BEAM.
27. ACCENT PANEL. SEE EXTERIOR ELEVATIONS.
28. "PLAN TUBE" MOUNTED ON WALL.
29. EYE WASH STATION; REFER TO GN-1.7 FOR SPECIFICATIONS
30. NEW LOCATION OF EXISTING ICE MACHINE
2 EXISTING NORTH ELEVATION
N.T.S.
1 EXISTING EAST ELEVATION
N.T.S.
2 NORTH ELEVATION
N.T.S.
1 EXISTING WEST ELEVATION
N.T.S.
PTE-04
PTE-13
EXISTING STOREFRONT FRAMING
AND GLAZING TO REMAIN, TYP.
PAINT EXISTING EIFS.
PAINT EXISTING EIFS.
D/T CANOPY
PC-13
EXISTING COOLER TO BE PAINTED.
PTE-01
EXISTING BRICK AND STONE
SILL TO BE PAINTED.
EXISTING BRICK TO BE PAINTED.
EXISTING DT WINDOW TO REMAIN
PC-09
PTE-01
PTE-04
PTE-13
PS-03
EXISTING STOREFRONT FRAMING AND
GLAZING TO REMAIN, TYP.
EXISTING BRICK AND STONE SILL TO BE
PAINTED.
PAINT EXISTING EIFS.
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
TR-02
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PS-03
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
TR-02
PTE-04
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
DD "PINK" EXTRUDED
METAL CHANNEL
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
TR-02
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PS-03
PTE-04
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PTE-01
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
TR-02
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
TR-02
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PS-03
PTE-04
PAINT EXISTING CAP
PTE-04
EXISTING CAP TO BE PAINTED
EXISTING CAP TO BE PAINTED
PTE-02
EXISTING CAP TO BE PAINTED
PT-02
EXISTING ROOF TOP FENCING
TO BE PAINTED CHAROCAL
PT-04
EXISTING CAP TO BE PAINTED
PT-02
PAINT EXISTING EIFS.
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PTE-02
EXISTING CAP TO BE PAINTED
PTE-02
EXISTING CAP TO BE PAINTED
2'-1" 7'-5" 2'-6" 2'-6" 4'-0"
18'-6"
7'-11" 6'-7" 4'-0"
18'-6"
TR-01
2'-1" 7'-5" 2'-6" 2'-6" 4'-0"
18'-6"
3'-9"5'-3"9'-6"
18'-6"
REMOVE EXISTING SIGNAGE AND PREPARE
SURFACE FOR NEW SIGNAGE.
NEW SIGNAGE BY OTHERS.
PS-03
EIFIS WITH "Y" REVEALS
3" MTL. COPING TO BE PAINTED TO MATCH COLOR
OF FINISH BELOW
PS-03
GOOSE NECK LIGHT FIXTURE (TYP.)
WSCX-2
SIGN BY VENDOR (TYP.)
PTE-01 GRAY
PTE-02 CHARCOAL
PS-03 WOOD PATTERN
PTE-04 OFF-WHITE FINISH
PC-09 CHARCOAL
PTE-13 DD ORANGE
MATERIAL LEGEND
2 NORTH ELEVATION
SCALE: 1/4"=1'-0"
1 EAST ELEVATION
SCALE: 1/4"=1'-0"
TR-01 DD "PINK"
EXTRUDED METAL CHANNEL
TR-02 DD "OFF-WHITE"
EXTRUDED METAL CHANNEL
PTE-02
EXISTING COOLER TO BE PAINTED
PC-09
EXISTING DOOR TO BE PAINTED.
PTE-01
EXISTING BRICK TO BE PAINTED
PTE-02
EXISTING ELECTRICAL PANEL PAINTED.
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PS-03
D/T CANOPY
PC-13
"EXISTING DT WINDOW TO REMAIN"
PC-13
TR-02
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PS-03
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
TR-02
PTE-04
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
EXISTING BRICK TO BE PAINTED.
PTE-01
EXISTING COOLER TO BE PAINTED.
PC-09
EXISTING STOREFRONT FRAMING AND
GLAZING TO REMAIN, TYP.
DD "PINK" EXTRUDED
METAL CHANNEL
TR-01
DD "OFF-WHITE" EXTRUDED
METAL CHANNEL
CUSTOM DOOR HANDLES,
SEE NATIONAL ACCOUNTS.
PTE-01
EXISTING BRICK AND STONE SILL
TO BE PAINTED.
PTE-04PTE-13
PAINT EXISTING EIFS.PAINT EXISTING EIFS.
TR-02
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
PS-03
PTE-04
EXISTING SIDING TO REMAIN,
PAINT TO MATCH WOOD SIDING
3'-6"
12'-6" 2'-0" 4'-0"
18'-6"
14'-6" 4'-0"
18'-6"
2'-1" 7'-5" 5'-3" 3'-9"
18'-6"
7'-11" 6'-7" 4'-0"
18'-6"
REMOVE EXISTING SIGNAGE AND PREPARE
SURFACE FOR NEW SIGNAGE.
NEW SIGNAGE BY OTHERS.
EXISTING CAP TO BE PAINTED
PT-02
EXISTING CAP TO BE PAINTED
PT-02
PTE-02
EXISTING CAP TO BE PAINTED
PS-03 WOOD
EIFIS WITH "Y" REVEALS
PS-03 WOOD
3" MTL. COPING TO BE PAINTED TO MATCH COLOR
OF FINISH BELOW
SIGN BY SIGN VENDOR. (TYP.)
GOOSE NECK LIGHT FIXTURE (TYP.)
WSCX-2
3 WEST ELEVATION
SCALE: 1/4"=1'-0"
4 SOUTH ELEVATION
SCALE: 1/4"=1'-0"
PTE-01 GRAY
PTE-02 CHARCOAL
PS-03 WOOD PATTERN
PTE-04 OFF-WHITE FINISH
PC-09 CHARCOAL
PTE-13 DD ORANGE
MATERIAL LEGEND
TR-01 DD "PINK"
EXTRUDED METAL CHANNEL
TR-02 DD "OFF-WHITE"
EXTRUDED METAL CHANNEL
SIDE VIEWFRONT VIEW (SINGLE LANE)
1"
101
2"
6"
CURB
3 1/2" SQ.
STL. TUBE
6"4"
2"
1"
101
2"
6"
CURB
4'-6" (54")
DRIVE THRU SURFACE
8'-0" (96") CLEARANCE BAR
MOUNTING PLATE SET BACK
18" FROM FACE OF 6" CURB, TYP.
9'-0"
(108") CLEARANCE HEIGHT
4"
10'-11"
131-1/8"
12'-0"
(144") OVERALL HEIGHT
8"
PIVOT MECHANISM:
ARMS WILL ROTATE IF HIT
AND WILL NEED TO MANUALLY RESET
W/ NEW SHEAR PIN
(3 REPLACEMENT PINS INCLUDED)
OPTIONAL 24" MEDALLION
PER MUNICIPALITY CODES
AND RESTRICTIONS
3-1/2" x 3-1/2" x 3/16"
SQUARE STEEL TUBE
.90 ALUM. LETTERS,
8"H IN DUNKIN SANS
MEDIUM FONT PTD.
TO MATCH
PMS 7635C PINK
3 1/2" 11'- 0" HORIZONTAL CROSS ARM
1 3/8" 11-1/8"
101
2"
8"
3 5/8" SQ.CUT101
2"
8"
INSTALL Ø3/4" ANCHOR BOLT
10 1/2" X 10 1/2" X 1"
BASE PLATE
1 34 "
Ø7/8"
1"10 1/2"
8"
10 1/2"
8"
3 5/8"
SQ. CUT
R 3/8"
Ø11 5/16"
Ø7/8"1 3/4"
BOTTOM 1" BASE PLATE DETAIL
GENERAL SPECIFICATIONS:
POLE & ARM: PTD. SW 7063 NEBULOUS WHITE
DRIVE THRU LETTERS: .090 ALUMINUM LETTERS, 8"H PTD. TO MATCH
PMS 7635C OINK, PINK GLOSS FINISH CLEARANCE BARS: COVERED
WITH 3M #280-10 WHITE REFLECTIVE VINYL: COPY AND STRIPING TO
MATCH PMS 7635C PINK
CHEVRON ARROWS: .090 ALUM. MOUNTED TO HORIZONTAL ARM AND
PAINTED TO MATCH PMS 7635C PINK
MEDALLION: OPTIONAL 24" ROUND MEDALLION "WITH SPEEDY CAR
ICON" TO MATCH PMS 7635C PINK
ADDITIONAL NOTES: FONT IS DUNKIN' SANS MEDIUM CLEARANCE MAY
VARY PER SITE REQUIREMENTS PIVOT T-BAR:ARMS WILL ROTATE IF
STRUCK BY VEHICLE AND WILL NEED TO BE MANUALLY RESET
W/NEW SHEAR PIN (3 REPLACEMENT PINS INCLUDED)
MAXIMUM DESIGN WIND LOAD
35PSF WIND SPEED 3-SECOND
GUST-EXPOSURE C
6'-10"
OVERALL HEIGHT
2'-0"
8"
6'-10"
POST AND BOX
PAINTED TO MATCH
PMS 7540C DD GRAY
4'-5"
1'-4"
4'-5"
1'-4"
1'-01
2"
A
2'-3" 4'-7"
1
2
2'-0"
1
2 MULTIPLE PANEL
DIGITAL MENU BOARDS
NOTE:
REFER TO THE BLUEPRINT
PORTAL FOR COMPLETE
INFORMATION AND DETAILS.
NOTES:
1. MENUBOARD IS
POWDER COATED
TO MATCH PMS
7540C (CABINET,
BASE CLADDING,
DOOR FRAMES &
EXTENDER
FRAMES).
2. SAMSUNG OHF
SERIES DISPLAY
MENUBOARDS,
OHF55F - 55".
ADDITIONAL NOTES:
x ARTWORK FONT:
DUNKIN SANS
DISPLAYRUN CONDUIT FOR ELEC. &
DATA TO BLDG., VERIFY
SIZE w/ MANUFACTURER
G.C. TO PROVIDE
FOUNDATION, ANCHOR
BOLTS, CAGE, AND ALL
RELATED ACCESSORIES
PRIOR TO INSTALLATION.
SIGN VENDOR TO SUPPLY
5'-0"
SIDE VIEW
2'-0" 2'-0"
FRONT VIEW
1'-0 7
16"
8"
4" 4"
8"
1'-2 3
16"
11
2" 3'-0"
6"
2'-0" DIA.
41
2"
3
4"
(4) 12-1/2" RADIUS CORNERS
5/8" THICK STEEL BASE PLATE
3/4" DIA. ANCHOR BOLT
(4) 1" X4-1/2" SLOTS ON AN
11-5/16" DIA. PATTERN
9.843" X 3.937" X 3/16"
FABRICATED STEEL
COLUMN
3/16"
3/16"
TUBE TO
PLATE TYP.
OVER
TURN
3
4"
DIA.
3/4" DIA. HVY
HEX NUT
(GALV.)
3/4" DIA. X 36"
LONG
ANCHOR BOLT
(GALV.)
3/4" DIA. HVY
HEX NUT
(GALV.)
TACK
BASE PLATE DETAIL
SCALE: 1"=1'-0"
ANCHOR BOLT DETAIL
SCALE: 1"=1'-0"
OVER
TURN
SECTION A-A
SCALE: 1"=1'-0"
3/4" DIA. X 36" LONG
ANCHOR BOLT W/
WASHERS & NUTS
3" STIRRUP
HOOK TYP.
ANCHOR BOLT
PROJECTION DETAIL
SCALE: 1"=1'-0"
9.8" X 3.9" X 3/16"
FABRICATED STEEL
COLUMN
3/4" DIA. X 36" LONG
ANCHOR BOLT W/
WASHERS, NUTS
5/8" STEEL BASE PLATE
OVER
TURN
GRADE
SIDE VIEW FRONT VIEW
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
58"
17"
4"
6"
37"
44"
40"
Waterproof
electrical box w/
disconnect switch
P (BLANK WHITE FACE)
Q (BLANK FOR BACK OF
SINGLE FACE SIGN) PAINT
PMS 7540C GRAY
GENERAL SPECIFICATIONS:
MATERIALS:
6" X 1" X .063" ALUMINUM EXTRUSION FRAME; 1" ALUMINUM FACE
RETAINER;
4" X 4" X .075" SQ. TUBE SUPPORT; FLAT POLYCARBONATE FACES
CABINET DEPTH:
6"
FACES:
.118 FLAT CLEAR SOLAR GRADE POLYCARBONATE W/ 2ND SURFACE
DECORATION:
-PMS 3564C ORANGE
-PMS 7635C PINK
-3M 220-41 GRAY (FACE OPTION P ONLY)
-BACKGROUND IS 403 TRANSLUCENT WHITE BACK-SPRAYCABINET COLOR:
PAINTED PMS 7540C GRAY; INTERIOR FINISH TO BE REFLECTIVE WHITE
ILLUMINATION TO BE WHITE LEDS
1) 20A/120V CIRCUIT
DISCONNECTED SWITCH LOCATED
ON POLE AT ELECTRICAL BOX
UL LISTED
ELECTRICAL:
POLE AND TOP TRIM:
PAINTED PMS 3564C ORANGE
FONT:
DUNKIN' IS CUSTOM FONT
ALL OTHER COPY FACES IS DUNKIN' SAN MEDIUM
AREA SQUARED:
4.70 SQ. FT.
WIND LOAD:
STANDARD WIND LOAD - WIND SPEED / 35 PSF
DIRECT BURY
COLOR:
PHANTONE7540 C PHANTONE PHANTONE3564 C 7635 C
SCALE: 1/8" = 1'-0"1 DIRECTIONAL SIGNAGE
SCALE: 1/2" = 1'-0"3
SINGLE VEHICLE CLEARANCE BAR DETAIL
SCALE: 1/2" = 1'-0"2
DIGITAL MENU BOARD
PTE-13 DD ORANGE
MATERIAL LEGEND
PTE-12 DD PINK
DD PINK
PMS 7635C
"NEBULOUS WHITE"
SW 7063
TP-01 WHITE
1. SIGN VENDOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. ALL SIGNAGE
SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT DUNKIN’ DESIGN STANDARDS.
GENERAL NOTES
N.T.S.2 DRIVE THRU CANOPY DETAIL
tbdtbd
DUNKIN' only graphics
SIDE VIEWFRONT VIEW
B
A
C
DF HORIZONTAL MONUMENT STANDARD SIZES
76-5/16"
104-13/16"
147-9/16"
19.87
37.49
74.29
PART NO. B
10"
10"
10"
C
tbd
tbd
37-1/2"
51-1/2"
72-1/2"
A
PART NO.
tbd
tbd
PART NO.
tbd
tbd
tbd
B
DUNKIN' DRIVE THRU OPEN 24 HOURS graphics
A
PAN FORMED FACE
EMBOSSED GRAPHIC
FLAT GRAPHIC
FLAT GRAPHIC
DF LED ILLUM'D PYLON SIGN W/ PAN EMBOSSED FACES
DF LED ILLUM'D PYLON SIGN W/ PAN EMBOSSED FACES
BOXED
SQUARE
FOOTAGE
CABINET
DEPTH
CABINET
WIDTH
CABINET
HEIGHT
PAN FORMED FACE
EMBOSSED GRAPHIC
COLORS:
MATERIALS:
ALUMINUM ANGLE FRAME CONSTRUCTION; .080 ALUMINUM SKIN;
INTERIOR FINISH TO BE REFLECTIVE WHITE
CABINET:
EXTERIOR FINISH PAINTED PMS 7540C DARK GRAY (CABINET,
BASE CLADDING AND REVEAL)
1-1/2" FACE RETAINER PTD. WHITE (STREET SIDE AND BOTTOM)
AND PTD. PMS 7540C GRAY (TOP AND STORE SIDE)
FACES:
CLEAR SOLAR GRADE POLYCARBONATE DECORATED 2ND SURFACE;
FACES ARE FLAT EMBOSSED WITH DUNKIN' ONLY TO BE 1/2" EMBOSSED; ALL OTHER FACE
GRAPHICS AND REGISTER MARK ARE FLAT; FACES ARE REMOVEABLE FOR SERVICE ACCESS.
VINYL COLORS:
3M 3630-3202 ORANGE TRANSLUCENT
3M 3630-1511 PINK TRANSLUCENT
-BACKGROUND TO BE 403 TRANSLUCENT WHITE BACKSPRAY
FONT:
DUNKIN SANS EXTRA BOLD
DUNKIN SANS MEDIUM
AREA SQUARED:
SEE SIZE CHART FOR VARYING SQUARE FOOTAGE
WIND LOAD:
STANDARD WIND LOAD - WIND SPEED / 35 PSF
INSTALLATION:
SADDLE MOUNT INSTALLATION; POLE IS SOLD SEPARATELY
GENERAL SPECIFICATIONS:
ILLUMINATION TO BE AGILIGHT LS-U670-71K-B250-A OR EQUIVALENT
LED'S TO BE POPULATED FOR EVEN AND CONSISTENT LIGHTING
WITHOUT HOT SPOTS OR SHADOWS
1) 20A/120V CIRCUIT
UL LISTED
ELECTRICAL:
Pantone 3564C Pantone 7635C Pantone 7540C NEBULOUS WHITE
SW 7063
18" H " DUNKIN' " PRIMARY BLDG. SIGN
DUNKIN' CHANNEL LETTER STANDARD SIZES
DISPLAYHEIGHT DISPLAYLENGTH ACTUAL
SQUARE
FOOTAGE
BOXED
SQUARE
FOOTAGEELECTRICAL
(1) 20 AMP/120 VOLT CIRCUIT18"
24"
30"
AB
GENERAL SPECIFICATIONS:
MATERIALS:
.050 X 3" D ALUMINUM RETURNS; .063 ALUMINUM BACKS;
MOUNTING HARDWARE AS DETERMINED BY SITE CONDITIONS;
WEEP HOLES AS REQUIRED
RETURNS:
3" D PAINTED PMS 7540C DARK GRAY
LETTER INTERIORS:
PAINTED REFLECTIVE WHITE
TRIMCAP:
1" #313 BRONZE
FACES:
:
DUNKIN TO BE PMS 3564C, 3M 3630-3202 (ORANGE)
APOSTROPHE TO BE PMS 7635C, 3M 3630-1511 (PINK)
APOSTROPHE STANDS ON ITS OWN
REGISTER MARK- ® :
.063 ALUMINUM DISK PAINTED WHITE W/ ORANGE VINYL APPLIED
TO FACE
FONT:
FONT IS DUNKIN' SANS LEVEL 5
AREA SQUARED:
SEE SIZE CHART FOR VARYING SQUARE FOOTAGE
WIND LOAD:
STANDARD WIND LOAD - WIND SPEED / 35 PSF
ILLUMINATION TO BE AGILIGHT LS-U650-71K-B200-A OR EQUIVALENT
LED'S TO BE POPULATED FOR EVEN AND CONSISTENT LIGHTING
WITHOUT HOT SPOTS OR SHADOWS
1) 20A/120V CIRCUIT
REMOTE POWER SUPPLY
UL LISTED
ELECTRICAL:
DUNKIN' LED ILLUM'D CHANNEL LETTERS
ORANGE DUNKIN' LETTERS
SECTION VIEW
MAGENTA APOSTROPHE
SECTION VIEW
3"
3M3143M314
3"
3M3143M314
1" TRIMCAP #313 BRONZE
#2447 WHITE ACRYLIC FACE
W/ 3M 3630-3202 (ORANGE)
REMOTE LED POWER SUPPLY
.063 ALUMINUM BACKS
WHITE LED ILLUMINATION
AS REQUIRED
MOUNTING HARDWARE AS
DETERMINED BY SITE CONDITIONS
WEEP HOLES AS REQUIRED
3" D RETURNS PAINTED
PMS 7540C DARK GRAY
(1) 20 AMP/120 VOLT CIRCUIT
(1) 20 AMP/120 VOLT CIRCUIT
1" TRIMCAP #313 BRONZE
#2447 WHITE ACRYLIC FACE
W/ 3M 3630-1511 (PINK)
REMOTE LED POWER SUPPLY
.063 ALUMINUM BACKS
WHITE LED ILLUMINATION
AS REQUIRED
MOUNTING HARDWARE AS
DETERMINED BY SITE CONDITIONS
WEEP HOLES AS REQUIRED
3" D RETURNS PAINTED
PMS 7540C DARK GRAY
96.89"
129.27"
161.58"
12.11
21.54
33.66
6.85
12.20
19.06
A
Pantone 3564C Pantone 7635C
COLORS:
SIGNAGE AREA: 12.11 SQ. FT.
ILLUMINATION TO BE WHITE LED'S
A
B
BOXED SQ. FT.
36" H CUP ICON SECONDARY BLDG. SIGN
SIGNAGE AREA: 6.45 SQ. FT.
ILLUMINATION TO BE WHITE LED'S
BOXED SQ. FT.
B
C
A
Pantone 3564C
GENERAL SPECIFICATIONS:
MATERIALS:
.050 X 3" D ALUMINUM RETURNS; .063 ALUMINUM BACKS;
MOUNTING HARDWARE AS DETERMINED BY SITE CONDITIONS;
WEEP HOLES AS REQUIRED
RETURNS:
3" D PAINTED PMS 7540C DARK GRAY
LETTER INTERIORS:
PAINTED REFLECTIVE WHITE
TRIMCAP:
1" #313 BRONZE
FACES:
:
CUP ICON AND "D" TO BE PMS 3564C, 3M 3630-3202 (ORANGE)
APOSTROPHE TO BE PMS 7635C, 3M 3630-1511 (PINK)
"D" AND APOSTROPHE STANDS ON ITS OWN
FONT:
D FONT IS NEW DUNKIN EXTRA BOLD
MOUNTING:
INDIVIDUAL MOUNT
AREA SQUARED:
SEE SIZE CHART FOR VARYING SQUARE FOOTAGE
WIND LOAD:
STANDARD WIND LOAD - WIND SPEED / 35 PSF
ILLUMINATION TO BE AGILIGHT LS-U650-71K-B200-A OR EQUIVALENT
LED'S TO BE POPULATED FOR EVEN AND CONSISTENT LIGHTING
WITHOUT HOT SPOTS OR SHADOWS
1) 20A/120V CIRCUIT
REMOTE POWER SUPPLY
UL LISTED
ELECTRICAL:
ORANGE CUP ICON & LETTER "D"
SECTION VIEW
MAGENTA APOSTROPHE
SECTION VIEW
Pantone 7635C
COLORS:
3D VIEW
3"
3M3143M314
3"
3M3143M314
34.5"
A
CUP ICON CHANNEL LETTER STANDARD SIZES
CUP ICON
HEIGHT
CUP ICON
WIDTH BOXED
SQUARE
FOOTAGE
DEPTH
36"
48"
60"
25.75"
43"
3" 6.45
11.46
17.91
B
CUP ICON
WIDTH
10.75"
14.5"
18"
C
3"
3"
CUP ICON LED ILLUM'D CHANNEL
LETTERS
1" TRIMCAP #313 BRONZE
#2447 WHITE ACRYLIC FACE W/
3M 3630-1511 (PINK)
REMOTE LED POWER SUPPLY
.063 ALUMINUM BACKS
WHITE LED ILLUMINATION
AS REQUIRED
3" D RETURNS PAINTED
PMS 7540C DARK GRAY
MOUNTING HARDWARE AS DETERMINED
BY SITE CONDITIONS
WEEP HOLES AS REQUIRED
1" TRIMCAP #313 BRONZE
#2447 WHITE ACRYLIC FACE W/ 3M
3630-3202 (ORANGE)
REMOTE LED POWER SUPPLY
.063 ALUMINUM BACKS
WHITE LED ILLUMINATION
AS REQUIRED
3" D RETURNS PAINTED
PMS 7540C DARK GRAY
MOUNTING HARDWARE AS DETERMINED
BY SITE CONDITIONS
WEEP HOLES AS REQUIRED
SCALE: 1/8" = 1'-0"1 PYLON SIGN DETAILS
SCALE: 1/2" = 1'-0"2 CHANNEL SIGN BACKER PANEL
SCALE: 1/2" = 1'-0"3 SECONDARY BLDG. SIGN DETAILS
PTE-13 DD ORANGE
MATERIAL LEGEND
PTE-12 DD PINK
DD PINK
PMS 7635C
"NEBULOUS WHITE"
SW 7063
TP-01 WHITE
1. SIGN VENDOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. ALL SIGNAGE
SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT DUNKIN’ DESIGN STANDARDS.
GENERAL NOTES
C
B
D
A
H
G
EQ. EQ.
FE
ROUND PVC DISK PTD.
WHITE W/ ORANGE
VINYL FIRST SURFACE
LROD NON-ILLUM'D PVC TAGLINE, STACKED, PIN MTD.
(CITY) RUNS ON DUNKIN' STD. SIZES, STACKED FORMAT
MAN
(BOXED)
SQUARE
FOOTAGEDIA.
1-1/2"
2"
2-1/2"
9"
12"
15"
7-5/8"
10-3/16"
12-11/16"
6.34
11.09
17.62
AB
RUNNING
SIDE OF
SPACE E.A.
HEIGHT
MAN
RUNNING
CDE F
7-15/16"
10-9/16"
13-7/32"
2-1/2"
3-3/8"
4-3/16"
1"
1-3/8"
1-3/4"
(IE:C,U,Y)
HEIGHT
LETTER
ROUNDED
GH
51-1/2"
68-11/16"
85-7/8"
17-3/4"
23-1/4"
29-9/16"
OVERALL
HEIGHT
OVERALL
LENGTHCOPY
LINES OF
BETWEEN
SPACE
* NOTE: Overall length will vary if city name is longer than Running Man/DUNKIN'
LETTERS)
(FLAT TOP/BOTTOM
HEIGHT
LETTER 'D'
SIDE VIEW
FACES
PAINTED TO
PMS 3564C
ORANGE
(DUNKIN'
LETTERS)
FACES AND
RETURNS
PAINTED PMS
7635C PINK
(RUNNING
MAN AND
APOSTROPHE)
RETURNS
PAINTED
PMS 3564C
ORANGE
(DUNKIN'
LETTERS)
1/2"
STAND-OFFFACES
PAINTED
PMS 7635C
PINK
(CITY NAME)
RETURNS
PAINTED
PMS 7635C
PINK
(CITY NAME)
3
4"
3
4"
1/2"
STAND-OFF
"SOMETHING FRESH IS ALWAYS BREWING" STD. SIZES
(BOXED)
SQUARE
FOOTAGE
7-3/4"
10-1/4"
13"
7"
9-1/4"
11-1/2"
14.61
25.97
40.58
AB CDE
21-3/4"
29"
36-1/4"
1-1/2"
2"
2-1/2"
96-3/4"
129"
161-1/4"
OVERALL
HEIGHT
OVERALL
LENGTH
SIDE VIEW
LETTER
HEIGHT
LETTER
HEIGHT
BAR
HEIGHT
C
AB DD
E
LETTER FACES AND
SIDES PAINTED WHITE
BAR FACE AND SIDES
MATCH PMS 3564C
ORANGE
BAR FACE AND SIDES
MATCH PMS 7635C
PINK
1/2" STAND-OFF3
4"
3
4"
PVC CIRCLE WITH FACE
AND RETURN PTD. WHITE;
GRAPHIC TO MATCH SW
6246 NORTH STAR GRAY
SFIAB NON-ILLUM'D PVC LETTER, PIN MTD. - NEW 2022 IMAGE
EQ.EQ.
ROW 3
ROW 2
ROW 1
OF MONOLITH
4
A-305
CL
6" MTL. COPING TO BE PAINTED
GOOSE NECK LIGHT FIXTURE (TYP.)
NOTE: G.C. TO PROVIDE ELECTRIC
CONNECTIONS AT FREESTANDING WALL
FOR LIGHT FIXUTRES WSCX-2
EQ. 'D' EQ. 'D' EQ. 'D' EQ. 'D'
BOTTOM OF FOOTING
VARIES, SEE LOCAL CODES
FREESTANDING SIGNAGE WALL OPTION TO BE
USED AT LOCATIONS WHERE REAR ELEVATION
FRONTS A STREET OR IS CONSIDERED A
PROMINENT FACADE
EQ. 'A'
EQ. TO 'A' - 'B' EQ. 'B'
SIDEWALK
SIGN BY SIGN VENDOR
FOOTING AND
FOUNDATION AS
REQUIRED
LINE OF EXTERIOR WALK-IN BOX BEHIND
3" WIDE HARDI TRIM BOARDS- PAINT TO MATCH
ADJACENT PANELS (TYP.)
71
4" FIBER CEMENT LAP SIDING (6" REVEAL).
FULL HEIGHT SLAT @ TOP; CUT DOWN AS
NEEDED AT BASE OF WALL (TYP.)
7 14" FIBER CEMENT LAP SIDING
(6" REVEAL) WITH WOOD TEXTURE
3" MTL. COPING TO BE PAINTED TO
MATCH COLOR OF FINISH BELOW (TYP.)
TRIM @ OUTSIDE CORNER OF ACCENT PANEL
(TYP.)
TRIM @ INSIDE CORNER OF ACCENT PANEL
(TYP.)
PS-03
PS-01
TR-06
TR-04
TRIM @ BASE OF LAP SIDING TR-05EQ. 'B' EQ. 'B'EQ. 'A'
PC-02
1'-6" 2"2"1'-6"2"12'-0" 12'-0"
ROW 1
ROW 2
ROW 3
PANEL 'B'
2'-0" 2'-0" 4'-10" 3'-2" 3'-0" 9'-0"
6'-0"
6'-0"
3'-0" 7'-0" 2'-0" 2'-0" 5'-6" 4'-6"
NOTES:
1. ACCENT ELEMENTS ARE 12'
BREAK METAL SECTIONS,
PRE-FINISHED TO MATCH
PATTERN.
2. PANELS TO BE INSTALLED
AT THE CENTERLINE OF
MONOLITH, INSTALLED
OUTWARD AND MITER CUT
EACH END IN FIELD.
3. EACH PANEL (A and B)
CONSISTS OF 3 UNIQUE
ROWS (1, 2, and 3).
4. PANELS SHOULD REPEAT A,
B, A, B, ETC. UNTIL DESIRED
WIDTH IS MET.
AZEK ALTERNATE
1 1/2" PVC TRIM PIECE TO BE
USED AS AN ALTERNATE
MATERIAL TO EXTRUDED METAL
CHANNEL. WHEN USING AZEK
TRIM PIECE, G.C. SHALL PAINT TO
MATCH DD 'OFF WHITE' PTE-04 &
DD 'PINK' PTE-12, (TYP.)
CUT LINE - VERIFY EXACT
LOCATION IN FIELD
PC-04 'OFF WHITE' PORTION OF EXTRUDED
METAL CHANNEL
PC-12 'DD PINK' PORTION OF EXTRUDED
METAL CHANNEL OF MONOLITH
PANEL 'A'
2'-0" 4'-0" 5'-2"
10"
CL
SCALE: 1/2" = 1'-0"1 "LROD" STACKED BUILDING SIGN
SCALE: 1/2" = 1'-0"2 "SFIAB" STACKED BUILDING SIGN
PTE-13 DD ORANGE
MATERIAL LEGEND
PTE-12 DD PINK
DD PINK
PMS 7635C
"NEBULOUS WHITE"
SW 7063
TP-01 WHITE
1. SIGN VENDOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. ALL SIGNAGE
SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT DUNKIN’ DESIGN STANDARDS.
GENERAL NOTES
SCALE: 3/8" = 1'-0"3 DETAILS - FREESTANDING SIGNAGE WALL @WALK-IN
SCALE: 3/8 = 1'-0"5 ENLARGED ELEVATION @MONOLITH
SCALE: 3/8 = 1'-0"4 ENLARGED DETAIL @ 1 1
2" X 2" EXTRUDED MTL. CHANNELS
N.T.S.6 GOOSE NECK LIGHT FIXTURE
04/14/2026
3209 York Road
Oak Brook, Il 60523
RE:
DUNKIN’
427. E. Wisconsin Ave,
Oconomowoc, WI 53066
To Whom it may concern,
I, Kardo, Rasha, authorize KP + J Architects and Engineering to act as my agent for the project
listed above. Please feel free to call me with any quesƟons at 847-668-6842.
Kardo Rasha
Variance Request & Window Signage Proposal
Date: 04/15/2026 Location: Jersey Mike's, 1350 Penny Lane, Oconomowoc, WI Subject:
Request
for
Approval
of
Architectural
Window
Graphics
and
Code
Clarification
1. Project Objective
The objective of this project is to establish comprehensive architectural graphics that highlight
the
business
in
a
professional
and
sophisticated
manner.
These
graphics
are
specifically
engineered
to
provide
aesthetic
coverage
for
the
structural
elements
of
the
building
where
spandrel
glass
is
utilized.
This
ensures
a
clean,
uniform
exterior
that
prevents
the
visibility
of
internal
building
infrastructure,
maintaining
the
high
architectural
standards
of
the
Pabst
Farms
district.
2. Proposal 1: Retention of Current Graphics (Full Coverage)
We formally request the ability to maintain the current window graphics as full coverage. This
proposal
is
based
on
established
district
standards
and
the
specific
architectural
needs
of
the
building:
● District Precedent: Several established businesses within the immediate Pabst Farms
area
currently
utilize
full
window
coverage
to
maintain
brand
identity
and
professional
appearance.
Notable
examples
include
Sport
Clips,
AT&T,
and
Rosati’s
.
(Refer
to
attached
Exhibit
A
for
photographic
evidence).
● Equal Treatment: We seek to be treated with the same regulatory considerations as
these
neighboring
businesses.
Granting
this
proposal
ensures
visual
and
administrative
consistency
across
the
district.
● Structural Integration: Because these graphics are applied to spandrel glass (intended
to
hide
the
space
between
floors
or
structural
components),
full
coverage
is
the
most
effective
method
for
preserving
the
building’s
visual
integrity.
3. Proposal 2: Alternative 25% Coverage Plan & Code
Clarification
We are committed to adhering to all regulations set by the City. We understand that the current
City
Code
mandates
a
limit
of
25%
coverage
for
window
signage.
However,
the
code
does
not
explicitly
specify
the
method
of
measurement.
We seek formal clarification on the following: 1. Individual Basis: Is the 25% limit calculated per individual glass pane?
2. Aggregate Basis: Is the 25% limit calculated based on the total combined square
footage
of
all
windows
within
the
tenant
space?
Economic Impact: Clarification on this point is vital. An aggregate calculation would allow for
the
professional
adjustment
of
existing
graphics
to
meet
the
25%
threshold,
ensuring
a
high-quality
finish
without
the
significant
economic
burden
of
a
complete
removal
and
re-installation.
4. Conclusion
Our goal is to remain in full compliance with City Code while maintaining a professional
presence
that
aligns
with
the
established
look
and
feel
of
the
Pabst
Farms
area.
We
look
forward
to
your
guidance
on
these
points.
Submitted By: Logan Zagrodnik FASTSIGNS Waukesha 04/15/2026
August 5, 2025
Master Sign Plan
Project Address: 1350 Penny Ln., Oconomowoc, WI
Current Zoning: GC – General Commercial
Applicant Name: All Signs Skokie Inc.
Contact Person: Raymond Mandarino
Applicant Address: 8088 McCormick Blvd., Skokie, IL 60076
Contact Phone: 847-324-5500
Contact Email: sales@allsignscorp.com
Intent
This document comprises a Master Sign Program (MSP), located at 1350 Penny Ln., Oconomowoc, WI.
This is a development consisting of 3 separate tenant spaces with one anchor tenant. The intent of the
master sign plan is to set forth a theme as to placement, lettering style, color, and related design
consideration, while also reducing sign clutter. No sign shall be erected, placed, painted, or maintained,
except in conformance with this MSP.
Approval Procedure
Amendments to this document require Architectural Commission review and approval in the form of a
Master Sign Plan amendment. Any future signage outside the requirements of the Master Sign Program
shall not be permitted without the applicant receiving approval of a master sign program amendment
from the Architectural Commission. Separate sign permits are required for each individual sign in the
development. All signage also requires review and approval from the City of Oconomowoc Planning
Department, prior to being issued a building inspection permit.
All tenants will abide by the following requirements for signage at the property located at 1350 Penny
Lane in Oconomowoc, Wisconsin.
General Guidelines
This criterion is intended as a guideline for exterior wall signage for multi-tenant retail and restaurant.
The tenant’s sign shall be limited to the Tenant’s approved name as stated in the lease. The use of a
corporate logo or other established corporate insignia is permitted only if specifically approved in
writing by Landlord or its successors.
Wall Signs or Building Signs: Wall signs or building signs shall be placed against the exterior walls of
buildings; the total area of signage shall not exceed one and one half square foot in area for every one
linear foot of building face width on which it is mounted; and shall not exceed the height or project
beyond the building. There is no limit to the number of wall signs on a building; subject to the total sign
area is not to exceed the allowance for said building. Since this is Multiple tenant build, The endcap units
will be allowed to have signages on front, back, and side of the end unit, while the inline or middle unit
tenants are limited to signage on front and back of the building.
The primary sign must be located above the tenant’s leasehold storefront entrance which fronts a public
space (i.e. street, parking field, open public space or access drive.) Secondary signage can be equal to or
less than the square footage of the primary sign and shall be located on the opposite elevation (or
perpendicular elevation of the building in the case of end cap tenants). Both signs are not permitted on
the same façade. Note, tenant storefront renderings show the approved signable location for primary
storefront signs only.
Secondary signage is to be equal to or smaller than primary signage.
Signage General Requirements
All signage is to be of the highest quality construction. Shop fabrication and painting is required.
All signs must be of a new construction. Reused, renovated and remodeled signs will not be permitted.
All attachments, labels, fastener, mounting and brackets, wiring, clips, transformers, lamps and other
mechanisms required for signage will be non-corrosive and concealed from view.
Light leaks are not permitted. Weep holes are permitted only on exterior signs.
Tenant logos shall be in full color per national, regional, or brand standards.
LED illumination is required
NO neon illumination is permitted
No conduits, junction boxes, hardware, wiring or any other appurtenance or fixture shall be permitted
to be mounted on the building façade.
Raceways may be permitted to be mounted on the building façade subject to Landlord’s approval
All fasteners shall be concealed and non-corrosive.
Returns and trim are to be prefinished aluminum painted. Exterior signs shall be watertight and
comply with all governing code requirements regarding wiring and appropriate illumination equipment.
All joints are to be sealed with caulk.
All conduit/electrical feed to exit the back of the letters.
All mounting material shall have rust resistant plating.
All letters to meet U.L. electrical requirements for electrical components and wiring.
Seal all light leads and drain holes with baffles.
Signage colors must be inline with brand colors.
Signs shall be channel letters only
Addresses
One street address/unit no is permitted for each entry or exit door. Addresses shall be limited to street
number only and unit number. Street names are not permitted. All addresses shall be white vinyl die cut
numbers or painted numbers. All addresses shall be a minimum of 3 inches in height and a maximum of
4 inches in height. Addresses shall be applied to the interior face of glazing above the main entry doors.
Addresses on rear service doors must be mounted at a height of 5’-0” above finish floor.
Signs Not Permitted:
- Exposed neon signs
- Blinking or flashing signs
- Signs that emit smells
- Signs that emit sounds
Approval Process (to be completed prior to Planning Department Review)
Tenant shall submit to Landlord via Email one set of reproducible sign drawings for review and approval
by the Landlord. Approval of the Tenant’s design drawings by the Landlord shall not constitute review of
the tenant’s signage by the city for permit. The tenant is responsible to obtain sign and electrical permits
as may be required by the City of Oconomowoc and any other regulatory agency. Landlord’s written
approval must accompany submittal to City of Oconomowoc. Installation shall not commence until
Tenant has provided Landlord with a copy of the Tenant’s sign permit(s).
Sign Drawing Requirements:
Sign drawings submitted by the tenant shall provide complete information for Landlord to understand
the signage design, installation, and appearance. Sign drawings shall be prepared by a licensed
professional and include:
1. Provide elevation, to scale, of the storefront façade illustrating each sign’s location and size;
2. Provide a section or sections through the sign;
3. Identify the materials and construction;
4. Provide complete information on installation
All signs are subject to the criteria stated above and all signage drawings must be approved prior to
permitting, fabrication and installation.
Variances to this Master Sign Plan may be considered on a discretionary basis and must be approved by
both the Landlord (or its successor) and the City of Oconomowoc.
Existing signage is deemed as legal non-conforming until repaired or replaced, at which time tenant
signage must be brought into compliance.
12/02/2025 SpringFast LLC
1004 Summit Ave, Oconomowoc, WI 53066
Master Sign Plan
Project Name: 1004 Summit Ave – signs
Project Address: 1004 Summit Ave, Oconomowoc, WI 53066
Current Zoning: General Commercial
Created for: SpringFast LLC
Applicant Name: Bend Co Signs
Contact Person: Benajmin Slane
Applicant Address: 111 N 6th Ave, West Bend, WI 53095
Contact Phone: 262-343-1213
Contact Email: accounts@bendco.us
Intent
This document comprises the Master Sign Program (MSP) for SpringFast LLC, located at
1004 Summit Ave, Oconomowoc, WI 53066 is a development consisting of 2 separate
tenant spaces with one anchor tenant. The intent of the master sign plan is to set forth a
theme as to placement, lettering style, color, and related design consideration, while also
reducing sign clutter. No sign shall be erected, placed, painted, or maintained, except in
conformance with tis MSP.
Background Information
The subject, SpringFast LLC, is zoned GC (general commercial). The property is subject to
all GC standards and specific approvals of the City of Oconomowoc. The property in
question is located at the northwest corner of the intersection of State Hwy 67 and Summit
Ave.
Approval Procedure
Amendments to this document require Architectural Commission review and approval in
the form of a Master Sign Plan amendment. Any future signage outside the requirements of
the Master Sign Program shall not be permitted without the applicant receiving approval of
a master sign program amendment from the Architectural Commission.
Separate sign permits are required for each individual sign in the development. Prior to
application, the tenant shall obtain initial approval from the owner of SpringFast LLC. All
signage also requires review and approval from the City of Oconomowoc Planning
Department, prior to being issued a building inspection permit.
12/02/2025 SpringFast LLC
1004 Summit Ave, Oconomowoc, WI 53066
All tenants will abide by the following requirements for signage at the property located at
1004 Summit Ave, Oconomowoc, WI 53066.
General Guidelines
This criterion is intended as a guideline for exterior wall signage for multi-tenant retail,
service in the 1004 Summit Ave, Oconomowoc, WI 53066. The tenant’s sign shall be
limited to the Tenant’s approved name as stated in the lease. The use of a corporate logo
or other established corporate insignia is permitted only if specifically approved in writing
by Landlord or its successors. Taglines or identification of specific products or services is
permitted.
Unit A tenants are permitted 2 monument signs at NW corner of property and SE Corner of
Property. Additional signage on the canopy is permitted so long as it complies with the
brand it represents.
Unit B tenants shall be permitted two (2) total signs; one (1) primary and one (1) secondary.
Secondary and tertiary signage can be used in the case of indicating entrance or exit as
appropriate.
Signage Requirements
• Primary Signage:
o Unit A
▪ Monument sign must confirm to all local codes for height, width,
depth, nit(dusk to dawn), setback and backlit from both faces.
▪ Canopy signage must confirm to all local codes for height, width,
depth, nit(dusk to dawn) and as defined by the brand. Signage
installation on any face of the canopy shall be perpendicular to the
ground and gusset-bracing used attached to support framing on the
parapet.
o Unit B
▪ Wall-mount cabinet signs must conform to nit(dusk to dawn) and
backlit from both faces.
▪ Location 4 – material for this location can be comprised of corrugated
sign material or ACM/J-bond: aluminum-faced on two sides with
polyethylene core.
o Tenant primary and secondary signs must fit within the approved signable
area according to the attached tenant renderings.
12/02/2025 SpringFast LLC
1004 Summit Ave, Oconomowoc, WI 53066
Signage General Requirements
All signage is to be of the highest quality construction.
All existing signs can be reused, renovated and remodeled. All attachments, labels,
fastener, mounting and brackets, wiring, clips, transformers, lamps and other
mechanisms required for signage will be non-corrosive and concealed from view.
Light leaks are not permitted. Weep holes are permitted only on exterior signs.
Tenant logos shall be in full color per national, regional, or brand standards.
All fasteners shall be concealed and non-corrosive.
All joints are to be sealed with caulk.
All letters to meet U.L. electrical requirements for electrical components and wiring.
Seal all light leads and drain holes with baffles.
Mounting of Signage
All penetrations shall be made at the grout lines/mortar joints and a single electrical feed
shall be permitted for each individual letter.
Store Hour Signage
The overall store hour signage may be a maximum of 14 inches high and 10 inches wide.
Letters and numbers shall be a maximum of 1 inch high. The use of advertising logos other
than the tenant’s name shall not be permitted. Letters shall be vinyl applied or
professionally painted on the interior/exterior face of the storefront glass.
Addresses
Unit designator is permitted for each entry or exit door and shall be limited to unit number
only. All addresses shall be white vinyl die cut numbers or painted numbers. All addresses
shall be a minimum of 3 inches in height and a maximum of 4 inches in height and
mounted at the highest point on the entry door.
Approval Process (to be completed prior to Planning Department Review)
Tenant shall submit to Landlord via Email one set of reproducible sign drawings for review
and approval by the Landlord. Approval of the Tenant’s design drawings by the Landlord
shall not constitute review of the tenant’s signage by the city for permit. The tenant is
responsible to obtain sign and electrical permits as may be required by the City of
Oconomowoc and any other regulatory agency. Landlord’s written approval must
12/02/2025 SpringFast LLC
1004 Summit Ave, Oconomowoc, WI 53066
accompany submittal to City of Oconomowoc. Installation shall not commence until
Tenant has provided Landlord with a copy of the Tenant’s sign permit(s).
Sign Drawing Requirements:
Sign drawings submitted by the tenant shall provide complete information for Landlord to
understand the signage design, installation, and appearance. Sign drawings shall be
prepared by a licensed professional and include:
1. Provide elevation, to scale, of the storefront façade illustrating each sign’s
location and size;
2. Provide a section or sections through the sign;
3. Identify the materials and construction;
4. Provide complete information on installation
All signs are subject to the criteria stated above and all signage drawings must be
approved by SpringFast LLC or its successors prior to permitting, fabrication and
installation.
Variances to this Master Sign Plan may be considered on a discretionary basis and must be
approved by both the Landlord (or its successor) and the City of Oconomowoc.
Existing signage is deemed as legal non-conforming until repaired or replaced, at which
time tenant signage must be brought into compliance.
BendCo Sign is the preferred signage vendor of this development for new or additional
signage installations.
The ownership entity of the subject property and building is SpringFast LLC.
Contact: Jason Singh
Email: jasonsingh@aol.com
Phone: (414) 588-0554
Unit A -- Monument Sign 1
NE Corner
Backlit
10’W x 5’H
Unit A -- Monument Sign 1
South Corner
Backlit
10’W x 5’H
Unit A -- Canopy Sign
South-facing
Brand discretion
Unit A -- Canopy Sign
North-facing
Brand discretion
Unit B -- Secondary Wall sign
South-facing, Unlit
8’L x 1’H
Unit B -- Secondary Wall sign
North-facing, Unlit
8’L x 1’H
Unit B -- Primary Wall sign
West-facing, Backlit
9’L x 5’H, 45sqft
Unit B -- Tertiary sign
South-facing, Unlit
2’L x 1’H
Unit A -- Primary Wall sign
East-facing, Backlit
8’L x 3.75’H, 30sqft
Unit B -- Primary Wall sign
East-facing, Backlit
8’L x 3.75’H, 30sqft
Unit B -- Tertiary Wall sign
South-facing, Backlit/unlit
7’L x 4’ - East end of buildling
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
134 FUTURE PARKING SPACES
45 FUTURE
PARKING SPACES
T1
COVER
SHEET
CITY OF OCONOMOWOC, WI
22-049-1281
APRIL 15, 2026
BY: THE SOCIAL
N29W23810 WOODGATE CT. W
PEWAUKEE, WI 53072
2/6/2026
4/15/2026
1. THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS AND ANY SUPPLEMENTS THERETO, SHALL GOVERN
ALL CONSTRUCTION ITEMS ON THIS PLAN UNLESS OTHERWISE NOTED.
-STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, 6TH EDITION
(SSSWCW)
-THE WISCONSIN D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION,
LATEST EDITION
-WDNR STORMWATER RUNOFF TECHNICAL STANDARDS.
-WISDOT PAL APPROVED EROSION CONTROL MEASURES LIST, LATEST EDITION.
-CITY OF OCONOMOWOC TECHNICAL STANDARDS.
2. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO MINIMIZE EROSION, WATER POLLUTION
AND SILTATION CAUSED BY CONSTRUCTION OF THIS PROJECT. EROSION CONTROL MEASURES SHALL BE
IN ACCORDANCE WITH WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS.
3. EROSION CONTROL PLAN: PRIOR TO BEGINNING WORK, AN APPROVED EROSION CONTROL PLAN WILL BE
PROVIDED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY IMPLEMENTING THE
APPROVED PLAN.
4. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS PRIOR TO COMMENCING
WORK. THE CONTRACTOR SHALL ALSO FIELD VERIFY LOCATION, ELEVATION AND SIZE OF EXISTING
UTILITIES, AND VERIFY FLOOR, CURB OR PAVEMENT ELEVATIONS WHERE MATCHING INTO EXISTING WORK.
THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL CONTROL BY REFERENCING SHOWN COORDINATES
TO KNOWN PROPERTY LINES. NOTIFY ENGINEER OF DISCREPANCIES IN EITHER VERTICAL OR
HORIZONTAL CONTROL PRIOR TO PROCEEDING WITH WORK.
5. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION (CALL DIGGERS HOTLINE AT 800-242-8511). COST OF REPLACEMENT OR
REPAIR OF EXISTING UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATION SHALL BE
THE CONTRACTOR'S RESPONSIBILITY.
6. EXISTING UTILITY INFORMATION IS SHOWN FROM SURVEY WORK, FIELD OBSERVATIONS, AVAILABLE PUBLIC
RECORDS, AND AS-BUILT DRAWINGS. EXACT LOCATIONS AND ELEVATIONS OF UTILITIES SHALL BE
DETERMINED PRIOR TO INSTALLING NEW WORK. EXCAVATE TEST PITS AS REQUIRED.
7. PROPERTY CORNERS SHALL BE CAREFULLY PROTECTED UNTIL THEY HAVE BEEN REFERENCED BY A
PROFESSIONAL LAND SURVEYOR. PROPERTY MONUMENTS DISTURBED BY THE CONTRACTOR'S
OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF PERFORMING ANY CONSTRUCTION.
9. ALL TRENCHING SHALL BE PERFORMED ACCORDING TO OSHA STANDARDS.
10. ALL ITEMS SHALL INCLUDE ALL THE NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN
PLACE.
11. THE CONTRACTOR SHALL CLEAN ALL ADJACENT STREETS OF ANY SEDIMENT OR DEBRIS BY SWEEPING
BEFORE THE END OF THE WORKING DAY OR AS REQUIRED BY THE CITY OF OCONOMOWOC.
12. THE CONTRACTOR MUST AND IS REQUIRED TO NOTIFY THE CITY OF OCONOMOWOC SEWER AND WATER
UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF WATER MAIN FILLING, WATER MAIN FLUSHING, WATER
MAIN TESTING AND WATER MAIN CONNECTIONS. NO CONNECTION SHALL BE MADE TO THE EXISTING
WATER SYSTEM UNTIL SAFE SAMPLES FROM THE NEW MAIN HAVE BEEN OBTAINED.
GENERAL NOTES
CIVIL
SHEET INDEX
T1 - COVER SHEET
C1.0 - EXISTING SITE PLAN
C1.1 - OVERALL DEVELOPMENT PLAN
C1.2-C1.3 - DETAILED DEVELOPMENT PLAN
C2.0 - MASTER GRADING PLAN
C2.1-C2.2 - DETAILED GRADING PLAN
C2.3 - EROSION CONTROL PLAN
C3.0 - UTILITY PLAN
C4.0 - CONSTRUCTION DETAILS
PROJECT
PROPERTY
SITE PLAN
NOT TO SCALE
SCALE: 1" = 150'
TRIO ENGINEERING, LLC
19035 W. CAPITOL DR., SUITE 200
BROOKFIELD, WI 53045
CONTACT: MR. JOSHUA PUDELKO, P.E., M.S.
PHONE: 262-790-1480
FAX: 262-790-1481
EMAIL: jpudelko@trioeng.com
ENGINEER:
DEVELOPER:
THE SOCIAL
N29W23810 WOODGATE CT. W
PEWAUKEE, WI 53072
CONTACT: NATHAN STOPPENBACH
PHONE: (800) 364-3343
EMAIL: nathan@thesocialoconomowoc.com
1818
29
28
14
27
26
25
24
23
22
15
10
22
14
134 FUTURE PARKING SPACES
7
106
8
1445 FUTURE
PARKING SPACES
4
16
13
15
21
17
7
7
13
5
- EXISTING SANITARY SEWER
- EXISTING SANITARY MANHOLE
- EXISTING WATER MAIN
- EXISTING HYDRANT
- EXISTING STORM SEWER
- EXISTING STORM MANHOLE
- EXISTING STORM INLET
- EXISTING TRANSFORMER
- EXISTING ELECTRIC PEDESTAL
- EXISTING TELEPHONE PEDESTAL
- EXISTING CATV PEDESTAL
- EXISTING POWER POLE
- PROPOSED SANITARY SEWER
- PROPOSED SANITARY MANHOLE
- PROPOSED WATER MAIN
- PROPOSED HYDRANT
- PROPOSED WATER VALVE
- PROPOSED STORM SEWER
- PROPOSED STORM MANHOLE
- PROPOSED STORM INLET
- PROPOSED STORM END SECTION
- PROPOSED REJECT CURB & GUTTER
24.0'
C1.1
OVERALL
DEVELOPMENT
PLAN
CITY OF OCONOMOWOC, WI
22-049-1281
APRIL 15, 2026
BY: THE SOCIAL
N29W23810 WOODGATE CT. W
PEWAUKEE, WI 53072
2/6/2026
4/15/2026
SCALE: 1" = 50' (22"X34")
SCALE: 1" = 100' (11"X17")
OLDE
HIGHLANDER
DRIVE
PUBLIC
ROAD
12' ASPHALT MULTI-USE TRAIL
PROPOSED LOT AREA DATA:
TOTAL LOT AREA: 674,030 S.F. (15.47 Acres)
BUILDING AREA: 47,234 S.F. (1.08 Acres)
7.0% of Lot
PAVEMENT AREA: 137,143 S.F. (3.15 Acres)
20.4% of Lot
OPEN SPACE AREA: 489,653 S.F. (11.24 Acres)
72.6% of Lot
PARKING DATA:
PROPOSED STANDARD SPACES: 286 SPACES
PROPOSED ADA SPACES: 14 SPACES
TOTAL PROPOSED PARKING: 300 SPACES
FUTURE STANDARD SPACES: 179 SPACES
FUTURE ADA SPACES: 0 SPACES
TOTAL FUTURE PARKING: 479 SPACES
24.0'
FUTURE USE
(~10,000 SF)
181 PARKING SPACES
69 SPACES
50 SPACES
DROP-OFF
(;,67,1*
%8,/',1*
18" CONCRETE CURB
& GUTTER (TYP.)
9'x18' PARKING
STALLS (TYP.)
9'x20' PARKING
STALLS (TYP.)
9'x18' HANDICAP STALLS
& MARKINGS (TYP.)
GRAVEL
ACCESS
ROAD
(;,67,1*
(/(&75,&
($6(0(17
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($6(0(17
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:$7(50$,1
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($6(0(17
PROPERTY LINE
PROPERTY LINE
BUILDING
ADDITION
8' CONCRETE
SIDEWALK
22.0'
22.0
CONCRETE
PATIO
PROPOSED
WALL (TYP.)
24.0
24.0
PROPERTY LINE
9'x20' PARKING
STALLS (TYP. OF
ADJOINING STALLS)
9'x18' PARKING STALLS
(TYP. ADJACENT TO CURB)
EXISTING POND
(STORMWATER
MANAGEMENT)
EXISTING POND
(STORMWATER
MANAGEMENT)
9'x18' HANDICAP PARKING
STALLS & MARKINGS
18" CONCRETE CURB
& GUTTER (TYP.)
PROPOSED
WALL (TYP.)
PROPOSED
WALL (TYP.)
NOTE:
EXISTING UNDERGROUND UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE
RECORDS. THE ENGINEER MAKES NO GUARANTEE AS TO THE ACCURACY OF THIS
INFORMATION. VERIFICATION TO THE SATISFACTION OF THE CONTRACTOR OF ALL
UNDERGROUND UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BE
ASSUMED AS A CONDITION OF THE CONTRACT. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER OF ANY DISCREPANCIES BETWEEN LOCATION OF UTILITIES IN THE
FIELD AND LOCATIONS SHOWN ON THE PLANS.
CONTRACTOR IS REQUIRED TO CONTACT DIGGERS HOTLINE TOLL
FREE TO OBTAIN LOCATION OF UNDERGROUND UTILITIES PRIOR TO
COMMENCING THE WORK. WISCONSIN STATUTE 182.0715 REQUIRES
MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE.
x
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From: Nathan Stoppenbach
To: Bill Conine
Cc: 25-080@pdi-arch.tonicdm.com
Subject: RE: 260415 – Nate S – Owner Permission to Submit to ABR_25-080_1:18:59 PM
Date: Wednesday, April 15, 2026 2:03:49 PM
Attachments: image001.png
Bill,
You have my permission to function on my behalf and upload the documentation for
the Architectural Building Review
.
Nathan Stoppenbach
262.366.6045
thesocialoconomowoc.com
From: Bill Conine <bconine@pdi-arch.com>
Sent: Wednesday, April 15, 2026 1:28 PM
To: Nathan Stoppenbach <Nathan@thesocialoconomowoc.com>
Cc: 25-080@pdi-arch.tonicdm.com
Subject: 260415 – Nate S – Owner Permission to Submit to ABR_25-080_1:18:59 PM
Dear Mr. Nathan Stoppenbach,
RE The Social
965 Cannon Gate Road
Oconomowoc, WI 53066
As part of the online submission requirements, we need written
permission and acknowledgment from you that William (Bill) H.
Conine of Perspective Design, Inc. is acting on your behalf to upload
the documentation for the Architectural Building Review.
Please respond in an email reply with an affirmative response.
This response will be uploaded to the City of Oconomowoc Portal for
their records.
Thank you for your time and effort.
William H. Conine
Perspective Design, Inc.
Senior Project Manager
11525 West North Avenue
Wauwatosa, WI 53226
(414) 803-9646 Mobile Line
(414) 302-1780 X 201 Direct Line
(414) 302-1781 Fax Line.
bconine@pdi-arch.com
www.pdi-arch.com
Copyright Perspective Design, Inc.- All Rights Reserved. This drawing
and or data is not to be reproduced, changed, copied, or assigned to
anyone else in any way without first obtaining the expressed written
permission of Perspective Design, Inc. The client or recipient of this
data agrees to indemnify and hold Perspective Design, Inc. and the
Architect harmless from any damages, liability or cost, including
attorney's fees and costs for defense arising from any changes or
alterations made by anyone other than an authorized representative of
Perspective Design, Inc., or from any reuse of the drawings or data
without the prior written consent of an authorized representative of
Perspective Design, Inc. All information represented on the enclosed
drawings are provided for informational purposes only. All conditions
shall be verified in the field before commencing any work. The client
agrees to indemnify and hold Perspective Design, Inc. and the Architect
harmless from any damages, liability, or costs, including attorney's fees
and defense costs, arising from any work performed before field
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Fox Communities Credit Union
Oconomowoc Branch
SE corner of Summit Ave & Olym pia Fields Dr
Use: Credit Union Branch w/ Attached Drive-Thru
Zoning: GC - General Commercial
Building size: +/- 4,300 SF
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W ALL SIGN (X3)
Illuminated channel lettersIlluminated Box Sign
1
12'-0"
Monument sign:
(1) Monument Sign allowed per site, Max imum area=50 sf
(1) Monument Sign Proposed. Sign Area = 50 sf
Wa ll sign:
1.5 sf per linear foot of wall length
N & S Elevations: 77' * 1.5 = 115.5 sf 50 sf max imum
E elevation: 65 .5' * 1.5 = 98.25 sf 50 sf max imum
1st sign permitted.
2 nd sign permitted subject to it
-being on a different wall
-containing a secondary entrance or facing a road or paring lot.
SPECIAL EXCEPTION REQUESTED:
asking for 3rd sign as 1 faces each road and the parking lot.
(3) Wa ll Signs Proposed. Each Sign Area = 50 sf
ADDRESS #
4'-2"
2'-0" 0'-6 " 4'-0" 0'-6 "
12'-0"
ADDRESS #
4'-2" 149.3"
47.5"
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Wa ll sign
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SITE &
SIGNAGE PLAN
Directional sign:
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or 4'-0" max imum height allowed
DS
2
DS
1
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ADDRESS #
2'-0" 0'-6 " 4'-0" 0'-6 "
12'-0"
ADDRESS #
4'-2"
8'-0"
2'-10"
12'-0"
3'-10"
149.3"
47.5"
Monument sign:
(1) Monument Sign allowed per site, Max imum area=50 sf
(1) Monument Sign Proposed. Sign Area = 50 sf
Wa ll sign:
1.5 sf per linear foot of wall length
N & S Elevations: 77' * 1.5 = 115.5 sf 50 sf max imum
E elevation: 65 .5' * 1.5 = 98.25 sf 50 sf max imum
1st sign permitted.
2 nd sign permitted subject to it
-being on a different wall
-containing a secondary entrance or facing a road or paring lot.
SPECIAL EXCEPTION REQUESTED:
asking for 3rd sign as 1 faces each road and the parking lot.
(3) Wa ll Signs Proposed. Each Sign Area = 50 sf
DS1 DS2
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$6
Source: City of Oconomowoc website. First collected Oct 18, 2026.