Zoning & Planning Board of Appeals
Regular MeetingGreen Bay, WI · January 20, 2026
Agenda
AGENDA OF THE ZONING & PLANNING
BOARD OF APPEALS
TUESDAY, JANUARY 20, 2026, 4:30 PM
City Hall, Room 604 - The Harry Maier Room.
Virtual attendance is also available via Zoom.
A. Zoom Meeting Information.
1. Join Zoom Meeting Online:
https://us02web.zoom.us/j/85259382056?pwd=z6OdaYq0gNap7CSvkqqg0Ofv7lQ77t.1
Or call in by phone: +1 312 626 6799
Meeting ID: 852 5938 2056
Passcode: 915604
If you wish to leave a comment for this public meeting, please fill out the online Comment
Form prior to the meeting. More detailed Zoom Instructions can be found online.
B. Roll Call.
1. Members: Chair Noel Halvorsen, Vice Chair Joshua Koch, Steven Schuchart, and Brian
Ritter.
C. Approval of the Agenda.
1. Approval of the agenda for the Tuesday, January 20, 2026, meeting of the Zoning & Planning
Board of Appeals.
D. Approval of Minutes.
1. Approval of the minutes from the December 15, 2025 meeting of the Zoning and Planning
Board of Appeals.
E. Regular Business.
1. (Appeal 26-02) Consideration with possible action on a request from Colin Terlip of
Milbrew Holdings (applicant) and Garritt Bader of GB Real Estate Investments (property
owner), requesting to exceed accessory building front yard setback standards in a
Agenda of the Zoning & Planning Board of Appeals
January 20, 2026
Page 1
commercial zoning district at 2435 W Mason Street. (Ald. M. Eck, District 11)
2. (Appeal 26-03) Consideration with possible action on a variance request from Brianna
Hammersley (applicant and property owner), requesting to exceed driveway standards for a
one- or two-family residence at 1035-1039 Bellevue Street.
F. Informational.
1. Next Meeting: Monday February 16, 2026.
G. Adjournment.
1. Adjournment of the Tuesday, January 20, 2026, meeting of the Zoning & Planning Board of
Appeals.
1) THIS MEETING IS RECORDED: THE VIDEO OF THIS MEETING AND MINUTES ARE AVAILABLE ONLINE
AT www.greenbaywi.gov
2) ACCESSIBILITY: Any person wishing to attend who requires special accommodation because of a disability,
should contact the City Safety Manager at 920-448-3125 at least 48 hours before the scheduled meeting time so
that arrangements can be made.
3) QUORUM: Please take notice that a majority or quorum of the Common Council will attend this Zoning &
Planning Board of Appeals meeting and will constitute a meeting of the Common Council for purposes of
discussion and information gathering relative to this agenda.
4) REPRESENTATION: The party requesting the communication, or their representative, should be present at this
meeting.
Agenda of the Zoning & Planning Board of Appeals
January 20, 2026
Page 2
Packet
AGENDA OF THE ZONING & PLANNING
BOARD OF APPEALS
TUESDAY, JANUARY 20, 2026, 4:30 PM
City Hall, Room 604 - The Harry Maier Room.
Virtual attendance is also available via Zoom.
A. Zoom Meeting Information.
1. Join Zoom Meeting Online:
https://us02web.zoom.us/j/85259382056?pwd=z6OdaYq0gNap7CSvkqqg0Ofv7lQ77t.1
Or call in by phone: +1 312 626 6799
Meeting ID: 852 5938 2056
Passcode: 915604
If you wish to leave a comment for this public meeting, please fill out the online Comment
Form prior to the meeting. More detailed Zoom Instructions can be found online.
B. Roll Call.
1. Members: Chair Noel Halvorsen, Vice Chair Joshua Koch, Steven Schuchart, and Brian
Ritter.
C. Approval of the Agenda.
1. Approval of the agenda for the Tuesday, January 20, 2026, meeting of the Zoning & Planning
Board of Appeals.
D. Approval of Minutes.
1. Approval of the minutes from the December 15, 2025 meeting of the Zoning and Planning
Board of Appeals.
E. Regular Business.
1. (Appeal 26-02) Consideration with possible action on a request from Colin Terlip of
Milbrew Holdings (applicant) and Garritt Bader of GB Real Estate Investments (property
owner), requesting to exceed accessory building front yard setback standards in a
Agenda of the Zoning & Planning Board of Appeals
January 20, 2026
Page 1
commercial zoning district at 2435 W Mason Street. (Ald. M. Eck, District 11)
2. (Appeal 26-03) Consideration with possible action on a variance request from Brianna
Hammersley (applicant and property owner), requesting to exceed driveway standards for a
one- or two-family residence at 1035-1039 Bellevue Street.
F. Informational.
1. Next Meeting: Monday February 16, 2026.
G. Adjournment.
1. Adjournment of the Tuesday, January 20, 2026, meeting of the Zoning & Planning Board of
Appeals.
1) THIS MEETING IS RECORDED: THE VIDEO OF THIS MEETING AND MINUTES ARE AVAILABLE ONLINE
AT www.greenbaywi.gov
2) ACCESSIBILITY: Any person wishing to attend who requires special accommodation because of a disability,
should contact the City Safety Manager at 920-448-3125 at least 48 hours before the scheduled meeting time so
that arrangements can be made.
3) QUORUM: Please take notice that a majority or quorum of the Common Council will attend this Zoning &
Planning Board of Appeals meeting and will constitute a meeting of the Common Council for purposes of
discussion and information gathering relative to this agenda.
4) REPRESENTATION: The party requesting the communication, or their representative, should be present at this
meeting.
Agenda of the Zoning & Planning Board of Appeals
January 20, 2026
Page 2
Report to the
Zoning & Planning Board of Appeals
of the City of Green Bay
MEETING DATE PREPARED BY
January 20, 2026
AGENDA ITEM # D.1
Approval of the minutes from the December 15, 2025 meeting of the Zoning and Planning Board of Appeals.
BACKGROUND
RECOMMENDATION
FISCAL IMPACT
ATTACHMENTS
1. BOA Minutes 12.15.2025
100 North Jefferson Street, Green Bay, Wisconsin 54301-5026
greenbaywi.gov
MINUTES OF THE ZONING & PLANNING
BOARD OF APPEALS
MONDAY, DECEMBER 15, 2025, 4:30 PM
City Hall, Room 604 - The Harry Maier Room.
Virtual attendance is also available via Zoom.
A. ZOOM MEETING INFORMATION.
1. Join Zoom Meeting Online:
https://us02web.zoom.us/j/85419145658?pwd=VWxYY1FIRXBMcXU3dzU0VU0xQ1NKdz09
Or call in by phone: +1 312 626 6799
Meeting ID: 854 1914 5658
Passcode: 735080
If you wish to speak at this public meeting or leave a comment, please fill out the online
Comment Form prior to the meeting. More detailed Zoom Instructions can be found online.
B. ROLL CALL.
1. Members: Chair Noel Halvorsen, Vice Chair Joshua Koch, Steven Schuchart, and Brian Ritter
Present: Noel Halvorsen, Steven Schuchart, Joshua Koch, Brian Ritter
Excused: None
Absent: None
C. APPROVAL OF THE AGENDA.
1. Approval of the agenda for the Monday, December 15, 2025, meeting of the Zoning &
Planning Board of Appeals.
Moved by Steven Schuchart, seconded by Brian Ritter to approve the agenda.
Motion Passed.
Yes—Steven Schuchart, Joshua Koch, Brian Ritter, No-None, Abstain-None.
D. APPROVAL OF MINUTES.
1. Approval of the minutes from the November 18, 2025 meeting.
Moved by Joshua Koch, seconded by Steven Schuchart to approve the minutes.
Motion Passed.
Yes—Noel Halvorsen, Steven Schuchart, Joshua Koch, Brian Ritter, No-None, Abstain-
None.
E. REGULAR BUSINESS.
1. (Appeal 25-29) Consideration with possible action on a variance request Brad Rymer of
Vierbicher (applicant) and KTS West Investments LLC (property owner), requesting to
exceed minimum Floor Area Ratio standard in an OR Office Residential District at
1087/1101 W Mason Street. ( Ald. J. Ridderbush, District 8)
Chair Noel Halvorsen asked the Board of Appeals members to confirm whether they had
any conflicts of interest. All members affirmed they did not.
Chair Noel Halvorsen asked the Board of Appeals members to confirm whether they had
received any communication about this matter. All Board members affirmed they did not.
Chair Noel Halvorsen affirmed Jon Leroy.
Chair Noel Halvorsen affirmed Brad Rymer.
Speaker:
Jon LeRoy
Brad Rymer - Vierbicher, 400 Security Blvd
Moved by Joshua Koch, seconded by Steven Schuchart to approve the variance request to
exceed the minimum Floor Area Ratio standard in an OR Office Residential District at
1087/1101 W Mason Street with the condition that parcels (1087 W Mason and 1101 W
Mason) must be combined. Motion Passed.
Yes—Noel Halvorsen, Steven Schuchart, Joshua Koch, Brian Ritter, No-None, Abstain-
None.
F. INFORMATIONAL.
1. Next Meeting: Tuesday, January 20, 2026.
G. ADJOURNMENT.
1. Adjournment of the Monday, December 15, 2025, meeting of the Zoning & Planning Board
of Appeals.
Moved by Joshua Koch, seconded by Steven Schuchart to adjourn.
Motion Passed.
Yes—Noel Halvorsen, Steven Schuchart, Joshua Koch, Brian Ritter, No-None, Abstain-
None.
Report to the
Zoning & Planning Board of Appeals
of the City of Green Bay
MEETING DATE PREPARED BY
January 20, 2026 Jon LeRoy, Zoning Administrator
AGENDA ITEM # E.1
(Appeal 26-02) Consideration with possible action on a request from Colin Terlip of Milbrew Holdings
(applicant) and Garritt Bader of GB Real Estate Investments (property owner), requesting to exceed
accessory building front yard setback standards in a commercial zoning district at 2435 W Mason Street.
(Ald. M. Eck, District 11)
BACKGROUND
The applicant seeks variance relief from one section of the Green Bay Municipal Code,
Chapter 44: Zoning
Sec.44-741 (b.) 1.
1) Detached accessory structures shall be located to the side or rear of the principal building and are not
permitted within the required front yard or within a side yard abutting a street, except that a surface parking
lot or structure may be located within a side yard.
Applicant seeks to place an accessory structure within the front yard of the parcel between the primary
building and right of way.
Applicant brought forth a site plan over the course of 2025 which went through multiple revisions to arrive
at a site plan approved in August 2025. The site is used as a drive-through restaurant for coffee/drinks
purveyor Seven Brew. The original design includes a main restaurant building with a cooler building built as
an accessory to the principal building located to the side and rear of the principal coffee shop building. Seven
Brew opened operations at the site in December.
The applicant is seeking to add an accessory building between the coffee shop and the right of way to act as
a warming facility for outdoor workers. The building is smaller in nature to the primary building and is not a
building used for principal operations.
Alternatives to the proposed warming hut are to place an accessory building to the side or rear of the
primary building or create a larger shop primary building to serve the purpose of warming workers.
The approved site plan from August 2025 is included with this report, as well as applicant plan set and
accessory building elevations.
RECOMMENDATION
FISCAL IMPACT
ATTACHMENTS
100 North Jefferson Street, Green Bay, Wisconsin 54301-5026
greenbaywi.gov
1. 26-02 Application Redacted
2. 26-02 Applicant Variance Narrative
3. 26-02 Plan Set Vertical Format
4. 26-02 Accessory Building Elevations
5. 26-02 Approved Site Plan August 2025
page 2 of 2
January 5, 2026
Milbrew Holdings, 7 Brew Drive-Thru Coffee, 2435 W. Mason Street, Green Bay, WI
PROJECT DESCRIPTION AND VARIANCE REQUEST
Milbrew Holdings is redeveloping the property located at 2435 W. Mason Street as a 7 Brew drive-thru
coffee establishment. The base project received SPR and ECSW approval on 2-18-25. Ownership would
like to add warming huts along the drive thru to provide shelter for order takers from the elements.
Plans were resubmitted on 10-22-25 and staff indicated a variance would be required for warming hut
approval.
The proposed project includes removal of the existing development and construction of a new 530
square foot 7 Brew Drive-Thru Coffee Shop, a 250 square foot detached cooler, a 66 square foot drive-
thru attendant warming hut, 476 square feet of outdoor patio dining area, double drive-through order
lanes, surface parking to be shared with the future use proposed on the lot to the east, a dumpster
enclosure, installation of new/increased landscaping, and installation of new utilities.
The subject property is Lot 1 of CSM 9835 which totals 0.29 acres (12,445 square feet); the site is zoned
C-2 Highway Commercial, and the proposed drive-thru use is a permitted use in the C-2 District. The site
fronts on W. Mason Street Frontage Road and access is provided by a shared driveway on the property
to the east (Lot 2, CSM 9835 addressed as 2425 W. Mason Street.
The proposed development asks for relief from Chapter 44, Article VIII, Division 3, Section 44-741(b)(1)
of the City of Green Bay Code of Ordinances which explains that detached accessory structures shall be
located to the side or rear of the principal building and are not permitted within the required front yard.
The proposed drive-thru attendant warming hut (accessory structure) is proposed at the
entrance/beginning of the drive-thru lanes, in front of the principal building.
UNIQUE PHYSICAL PROPERTY CHARACTERISTICS/EXCEPTIONAL CIRCUMSTANCES APPLICABLE TO THE
SITE OR USE
7 Brew is a unique drive-thru process as they do not utilize stationary order stations; rather, drive-thru
attendants approach the driver of each automobile and take orders utilizing a computer tablet to record
the order and wirelessly transmit the order to team members inside the coffee shop. Once the order is
filled, it is delivered to the waiting vehicles at the front of each drive-thru lane queue. This allows traffic
to efficiently and quickly circulate through the site from order to pick-up as attendants can quickly place
and send an order and move on to the next customer in line. Customers patronizing the 7 Brew will
enter the site from the shared access in the northeast corner of the property and proceed into one of
the two drive-thru service lanes. Automobiles will proceed west and then south through the drive-thru
lanes to pick up their order. The location of the warming at the beginning of the drive-thru lanes is
100 Camelot Drive | Fond du Lac, WI 54935
Always a Better Plan 920.926.9800 | excelengineer.com
necessary to provide efficient service and prevent back-ups/delays in the drive-thru queue. Placement
of the proposed warming hut elsewhere on the site in compliance with the code (behind the principal
building) would impede efficiency of business operations and result in queuing backups due to poor
visibility and increased travel time of attendants. Not constructing the warming hut would require
attendants to remain outside exposed to the weather.
NO HARM TO PUBLIC INTEREST
With respect to the Commercial Districts, the Ordinance strives to provide efficient use of land, ensure
compatibility with adjacent districts and uses, control traffic and improve the pedestrian environment.
In general terms, the intent and purpose of the Ordinances are to provide safe and healthy living
conditions in every aspect throughout the community. The requested variance will not harm the public
interest, nor will it undermine the purposes of the Ordinance.
• Rather than use stationary order stations with two-way speakers to take customer orders, 7 Brew
utilizes multiple drive-thru attendants with computer tablets to take customer orders; the
attendants visit queued vehicles and record the patrons’ orders which are then wirelessly
transmitted to the 7 Brew team members working in the coffee shop building. This method
efficiently moves customers through the drive-thru in a timely fashion and does not require each
automobile to stop at a stationary order station and hold up traffic behind them. This allows for
safe, quick, and efficient traffic circulation through the site. The warming hut is essential to
employee protection and comfort during inclement weather and the location at the beginning of the
drive-thru is the most logical location for efficient service.
• The warming hut is tastefully designed using the same materials and colors as the principal building;
it is scaled appropriately in comparison to the principal building and does not detract from the
overall site design and existing commercial neighborhood. The size of the proposed hut is what is
minimally required to provide protection from the elements; it will not appear obtrusive or
obnoxious as viewed from the public way.
• The project results in a decrease of impervious surface area on the property in comparison to the
current developed condition thereby reducing stormwater runoff from the site.
• The proposed use will complement the existing development in the area.
UNNECESSARY HARDSHIP
As noted previously, the proposed drive-thru coffee shop is a permitted use in the C-2 Highway
Commercial District. Granting the variance to allow the proposed warming hut (accessory structure) in
front of the principal building will provide the minimal relief necessary to provide a shelter for drive-thru
attendants to stay dry and get warm during inclement weather while waiting for customers. The
proposed location of the hut on the site allows the attendants to safely and quickly service the
customers as they arrive, thereby maintaining efficient site circulation of traffic and avoiding long drive-
thru queues. There is no other logical location on the site for the proposed hut and denial of the
variance would be unnecessarily burdensome to drive-thru attendants during inclement weather.
100 Camelot Drive | Fond du Lac, WI 54935
Always a Better Plan 920.926.9800 | excelengineer.com
PROPOSED COFFEE SHOP FOR:
7-BREW GREEN BAY WZK: d/E&KZDd/KE
GREEN BAY, WI LEGEND
NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS.
SYM. IDENTIFICATION SYM. IDENTIFICATION
PROJECT INFORMATION
SPOT ELEVATIONS
PROPOSED SPOT ELEVATIONS (FLOW LINE OF CURB
000.00 000.00 TC PROPOSED SPOT ELEVATIONS (TOP OF CURB, FLOWLINE
UNLESS OTHERWISE SPECIFIED)
000.00 FL OF CURB)
000.00 EG EXISTING GRADE SPOT ELEVATIONS
PROPOSED SPOT ELEVATIONS (REFERENCE R-WALL 000.00 TW PROPOSED SPOT ELEVATIONS (TOP OF WALK, BOTTOM
SITE INFORMATION: EXISTING SITE DATA 000.00 BG
000.00 FG
DETAIL) BG-FINISHED SURFACE GRADE AT BACK OF WALL
FG-FINISHED SURFACE GRADE AT FRONT OF WALL
000.00 BW OF WALK @ FLOWLINE)
OVERALL PROPERTY: PART OF THE S29 T24N R20E; PARCEL NUMBER: 6H-1110-8 AREA (AC) AREA (SF) RATIO EXISTING SITE SYMBOLS
BUILDING FLOOR AREA 0.09 4,119 18.6%
PROPERTY AREA - OVERALL: 22,095 S.F. (0.51 ACRES). EXISTING SIGN EXISTING UTILITY POLE
PAVEMENT (ASP. & CONC.) 0.33 14,433 65.3%
PROPERTY AREA - 7BREW (LOT 1): 12,445 S.F. (0.29 ACRES) TOTAL IMPERVIOUS 0.43 18,552 84.0% EXISTING HANDICAP PARKING STALL EXISTING UTILITY POLE WITH GUY WIRE
LANDSCAPE/ OPEN SPACE 0.08 3,543 16.0%
EXISTING ZONING: COMMERCIAL ONE
EXISTING WATER VALVE IN BOX EXISTING STREET LIGHT
PROJECT SITE 0.51 22,095 100.0%
PROPOSED ZONING: HIGHWAY COMMERCIAL (C2)
EXISTING WATER VALVE IN MANHOLE T EXISTING TELEPHONE PEDESTAL
PROPOSED USE: LOT 1 - RESTAURANT W/ DRIVE THRU
AREA OF SITE DISTURBANCE: ± 22,532 S.F. (0.52 ACRES)
PROPOSED SITE DATA (LOT 1 - INCLUDES FUTURE) EXISTING WATER SERVICE VALVE E EXISTING ELECTRIC PEDESTAL
AREA (AC) AREA (SF) RATIO EXISTING WELL EXISTING ELECTRIC BOX
SETBACKS:
BUILDING FLOOR AREA 0.02 780 6.3%
BUILDING: FRONT(NORTH) = 15'
SIDE(EAST/WEST) = 0' PAVEMENT (ASP. & CONC.) EXISTING STORM CATCH BASIN EXISTING FLOOD LIGHT
0.18 8,050 64.7%
REAR(SOTUH) = 0'
TOTAL IMPERVIOUS
STAKEOUT INFORMATION:
8,830
VERIFY STATION FOR INLET
0.20 71.0%
LOCATION. REFER TO STAKEOUT POLICY
EXISTING STORM CURB INLET EXISTING TELEPHONE MANHOLE
FOR STAKEOUT LOCATION AND OFFSETS.
T
PAVEMENT: FRONT(NORTH) = 15' LANDSCAPE/ OPEN SPACE 0.08 3,615 29.0%
SIDE(EAST/WEST) = 0' EXISTING SQUARE CATCH BASIN C EXISTING CABLE TV PEDESTAL
PROJECT SITE 0.29 12,445 100.0%
REAR(SOUTH) = 0'
EXISTING LIGHT POLE EXISTING GAS VALVE
PROPOSED BUILDING HEIGHT: 19'-10" (MAX. HEIGHT ALLOWED: 35')
PARKING REQUIRED: 1 SPACE PER 300 S.F. OF NET FLOOR AREA PLUS 1 PER 500 S.F. OF
PROPOSED SITE DATA (LOT 2 - INCLUDES FUTURE) 1-1/4" REBAR SET WEIGHING 4.30 LB/FT. EXISTING HEDGE
EXTERIOR SEATING (3 SPACES REQ.)
AREA (AC) AREA (SF) RATIO
3/4" REBAR SET WEIGHING 1.50 LB/FT. EXISTING WOODED AREA
PARKING PROVIDED: 13 SPACES PROVIDED (3 OFFSITE SPACES; PARKING AGREEMENT BUILDING FLOOR AREA 0.00 0 0.0%
IN PLACE) (1H.C. ACCESSIBLE) 1-1/4" REBAR FOUND EXISTING MARSH AREA
PAVEMENT (ASP. & CONC.) 0.19 8,453 67.9%
HANDICAP STALLS REQUIRED: 1, HANDICAP STALLS PROVIDED: 1 TOTAL IMPERVIOUS 0.19 8,453 67.9% 3/4" REBAR FOUND EXISTING DECIDUOUS TREE WITH TRUNK DIAMETER
LANDSCAPE/ OPEN SPACE 0.03 1,192 9.6%
BICYCLE PARKING REQUIRED: MINIMUM OF 4 SPACES
2" IRON PIPE FOUND EXISTING CONIFEROUS TREE
PROJECT SITE 0.22 9,645 100.0%
BICYCLE PARKING PROVIDED: 5 SPACES
1" IRON PIPE FOUND EXISTING SHRUB
BUILDING OCCUPANCY CLASSIFICATION = B
SECTION CORNER EXISTING STUMP
CLASS OF BUILDING CONSTRUCTION = IIB
MINIMUM BUILDING COVERAGE: 10% TO OBTAIN LOCATION OF
SITE PLAN OVERVIEW PROPOSED SITE SYMBOLS
PARTICIPANTS' UNDERGROUND SCALE: 1"= 40' PROPOSED SIGN PROPOSED STORM FIELD INLET - ST FI
LANDSCAPE REQUIREMENTS: MIN. LANDSCAPE SURFACE RATIO: 20% FACILITIES BEFORE YOU DIG IN 40' 0 40' 80'
MAXIMUM LOT COVERAGE - BUILDING ONLY: 80% WISCONSIN PROPOSED HANDICAP PARKING STALL PROPOSED LIGHT POLE
CALL DIGGERS HOTLINE
PROPOSED WATER VALVE IN BOX PROPOSED DRAINAGE FLOW
1-800-242-8511
TOLL FREE TELEFAX (414) 259-0947 PROPOSED WATER VALVE IN MANHOLE PROPOSED APRON END SECTION
TDD (FOR THE HEARING IMPAIRED)
1-800 542-2289
PROPOSED WATER SERVICE VALVE SOIL BORING
WISCONSIN STATUTE 182.0175 (1974)
REQUIRES MINIMUM OF 3 WORK DAYS PROPOSED WELL CENTER LINE
NOTICE BEFORE YOU EXCAVATE
PROPOSED STORM CATCH BASIN - ST CB PROPOSED CLEANOUT
STAKEOUT INFORMATION:
VERIFY STATION FOR INLET
LOCATION. REFER TO STAKEOUT POLICY
PROPOSED STORM CURB INLET - ST CI PROPOSED DOWNSPOUT TO GRADE
FOR STAKEOUT LOCATION AND OFFSETS.
PROJECT CONTACTS
WZK& ^^/KE>^ >
PROPOSED DOWNSPOUT TO RISER
EXISTING LINETYPES
OWNER INFORMATION: CIVIL: CITY PLANNER: CITY ENGINEER: CITY FIRE CHIEF: CITY BUILDING INSPECTOR: CITY DIRECTIOR OF PUBLIC WORKS: EXISTING CHAINLINK FENCE EXISTING POLISH SEWER AND MANHOLE
Milbrew Holdings Eric Drazkowski, P.E Jon LeRoy Steven Grenier Matthew Knott Matt Bablitch Steven Grenier EXISTING WOOD FENCE EXISTING PROCESS SEWER AND MANHOLE
Corbin Terlip Phone: (920) 322-1678 Phone: (920) 448-3405 Phone: (920) 448-3100 Phone: (920) 448-3280 Phone: (920) 448-3312 Phone: (920) 448-3100
P.O. BOX 780226 E-mail: eric.drazkowski@excelengineer.com E-mail: jon.leroy@greenbaywi.gov E-mail: stevengr@greenbaywi.gov E-mail: matthew.knott@greenbaywi.gov E-mail: matt.bablitch@greenbaywi.gov E-mail: stevengr@greenbaywi.gov EXISTING BARBED WIRE FENCE EXISTING CLEAR WATER LINE
Wichita, KS 67278
Phone: (620) 249-9079 EXISTING CURB AND GUTTER EXISTING UNDERGROUND FIBER OPTIC LINE 10/22/25
Email: cterlip@7brewmke.com
EXISTING GUARD RAIL EXISTING UNDERGROUND ELECTRIC CABLE
800 EXISTING GROUND CONTOUR EXISTING UNDERGROUND TELEPHONE CABLE ^, dd ^
LOCATION MAP PROJECT NOTES SHEET INDEX
EXISTING STORM SEWER AND MANHOLE EXISTING UNDERGROUND GAS LINE ^, d/^^h NOV. 27, 2024
EXISTING SANITARY SEWER AND MANHOLE EXISTING OVERHEAD UTILITY LINE Z s/^/KE^
SHEETS BELOW INTENDED TO BE PRINTED IN: COLOR. REFER TO DIGITAL FORMAT EXISTING WATER LINE AND HYDRANT RAILROAD TRACKS AD1 DEC. 20, 2024
GENERAL PROJECT NOTES DRAWINGS IF PRINTED GRAYSCALE TO ENSURE SCOPE CLARITY.
INTERIOR PROPERTY LINE RIGHT-OF-WAY LINE
AD3 APR. 25, 2025
1. ALL DRIVEWAYS AND CURB CUTS TO BE CONSTRUCTED ACCORDING TO LOCAL
AD4 JUNE 2, 2025
PROPOSED LINETYPES
ORDINANCES. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. NUMBER SHEET NAME / DESCRIPTION AD5 AUG 7, 2025
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL WORK IN ROW PERMITS.
PROPOSED CHAINLINK FENCE PROPOSED POLISH SEWER AND MANHOLE AD7 SEPT. 18, 2025
PROPOSED WOOD FENCE PROPOSED PROCESS SEWER AND MANHOLE
C0.1 CIVIL COVER SHEET
C0.2 CIVIL SPECIFICATIONS PROPOSED BARBED WIRE FENCE PROPOSED CLEAR WATER LINE
CONSTRUCTION STAKING SERVICES C1.0
C1.1A
EXISTING SITE AND DEMOLITION PLAN
SITE PLAN PROPOSED CURB AND GUTTER PROPOSED UNDERGROUND FIBER OPTIC LINE
CONSTRUCTION STAKING SHALL BE COMPLETED BY EXCEL ENGINEERING AS REQUESTED BY C1.1B STRIPING PLAN
PROPOSED GUARD RAIL PROPOSED UNDERGROUND ELECTRIC CABLE
THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO CONTACT RYAN C1.2 GRADING AND EROSION CONTROL PLAN
WILGREEN AT 920-926-9800 OR RYAN.W@EXCELENGINEER.COM TO GET STAKING PRICE TO
C1.3 UTILITY PLAN 800 PROPOSED GROUND CONTOUR PROPOSED UNDERGROUND TELEPHONE CABLE
INCLUDE IN BID TO OWNER. PAYMENT OF STAKING COSTS ABOVE AND BEYOND THE BASE
C1.4 LANDSCAPE AND RESTORATION PLAN
PRICE DUE TO RESTAKING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, NOT THE
PROJECT LOCATION OWNER. CAD DRAWING FILES AND SURVEY CONTROL WILL NOT BE PROVIDED FOR STAKING C2.0 DETAILS PROPOSED STORM SEWER AND MANHOLE - ST MH PROPOSED UNDERGROUND GAS LINE
C2.1 DETAILS
:KEhD Z
PURPOSES.
PROPOSED SANITARY SEWER AND MANHOLE - SAN MH PROPOSED OVERHEAD UTILITY LINE
C3.1 SITE PHOTOMETRIC PLAN & DETAILS
PROPOSED WATER LINE AND HYDRANT MATCHLINE 240270800
PROPOSED PROPERTY LINE GRADING/SEEDING LIMITS
^, dEhD Z
CIVIL COVER SHEET
C0.1
CIVIL SPECIFICATIONS
DIVISION 31 EARTH WORK DIVISION 32 EXTERIOR IMPROVEMENTS DIVISION 33 UTILITIES
31 30 00 EROSION CONTROL 32 30 00 LANDSCAPING AND SITE STABILIZATION
31 10 00 SITE CLEARING (DEMOLITION) 32 10 00 AGGREGATE BASE & ASPHALT PAVEMENT 33 10 00 SITE UTILITIES
A. THE GRADING PLAN REFLECTS LESS THAN 1 ACRE OF DISTURBED AREA. THE SITE IS THEREFORE
A. TOPSOIL: CONTRACTOR TO PROVIDE A MINIMUM OF 6” OF TOPSOIL FOR ALL DISTURBED OPEN
A. CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITY LOCATE AS EXEMPT FROM WISCONSIN DEPARTMENT OF NATURAL RESOURCES NR 216 NOTICE OF INTENT A. CONTRACTOR TO PROVIDE COMPACTED AGGREGATE BASE AND HOT MIX ASPHALT PAVEMENT WHERE
AREAS, OTHER THAN A LANDSCAPE ISLANDS SHALL BE PROVIDED WITH A MINIMUM OF 10” OF A. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES ON SITE. CONTRACTOR TO
REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORE STARTING SITE DEMOLITION. REQUIREMENTS. THE DESIGN ENGINEER SHALL PREPARE AN EROSION CONTROL PLAN TO MEET NR INDICATED ON THE PLANS. ALL AGGREGATE PROVIDED MUST COMPLY WITH SECTION 305 OF THE
TOPSOIL. REUSE SURFACE SOIL STOCKPILED ON SITE AND SUPPLEMENT WITH IMPORTED OR VERIFY PIPE LOCATIONS, SIZES, AND DEPTHS AT POINT OF PROPOSED CONNECTIONS AND VERIFY
DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD 151.105 CONSTRUCTION SITE PERFORMANCE STANDARDS FOR NON-PERMITTED SITES. WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. PROVIDE
MANUFACTURED TOPSOIL FROM OFF SITE SOURCES WHEN QUANTITIES ARE INSUFFICIENT. PROPOSED UTILITY ROUTES ARE CLEAR (PER CODE) OF ALL EXISTING UTILITIES AND OTHER
CONDITIONS PRIOR TO CONSTRUCTION. B. EROSION AND SEDIMENT CONTROL IMPLEMENTED DURING CONSTRUCTION SHALL STRICTLY COMPLY HOT MIX ASPHALT MIXTURE TYPES PER SECTION 460 OF THE WISCONSIN STANDARD SPECIFICATIONS
EXCAVATOR SHALL BE RESPONSIBLE FOR ROUGH PLACEMENT OF TOPSOIL TO WITHIN 1” OF FINAL OBSTRUCTIONS PRIOR TO CONSTRUCTION. COSTS INCURRED FOR FAILURE TO DO SO SHALL BE THE
B. CONTRACTOR TO FIELD TELEVISE ALL EXISTING SANITARY AND STORM LATERALS THAT ARE WITH THE GUIDELINES AND REQUIREMENTS SET FORTH IN WISCONSIN ADMINISTRATIVE CODE FOR HIGHWAY AND STRUCTURE CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND REVIEW SOILS
GRADE PRIOR TO LANDSCAPER FINAL GRADING. LANDSCAPER TO PROVIDE PULVERIZING AND FINAL CONTRACTORS RESPONSIBILITY.
SCHEDULED TO BE RE-USED AND/OR CONNECTED TO ON SITE AT TIME OF DEMOLITION. THE (W.A.C.) NR 151, THE STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES RUNOFF REPORT FOR RECOMMENDATIONS FOR GEO-GRID / GEOTEXTILE BELOW CRUSHED AGGREGATE (IF
GRADING OF TOPSOIL. PROVIDE SOIL ANALYSIS BY A QUALIFIED SOIL TESTING LABORATORY AS B. CONTRACTOR TO FIELD TELEVISE ALL EXISTING SANITARY AND STORM LATERALS THAT ARE
TELEVISING SHALL BE COMPLETED TO ENSURE THE EXISTING LATERAL(S) ARE FREE OF OBSTRUCTIONS MANAGEMENT PERFORMANCE STANDARDS. TECHNICAL STANDARDS PUBLISHED BY THE WISCONSIN APPLICABLE). CONTRACTOR TO PROVIDE AGGREGATE BASE AND HOT MIX ASPHALT PAVEMENT TYPES
REQUIRED TO VERIFY THE SUITABILITY OF SOIL TO BE USED AS TOPSOIL AND TO DETERMINE THE SCHEDULED TO BE RE-USED AND/OR CONNECTED TO ON SITE. THE TELEVISING SHALL BE COMPLETED WZK: d/E&KZDd/KE
AND IN SOUND STRUCTURAL CONDITION. TELEVISING OF THESE LATERAL(S) SHOULD BE COMPLETED DNR SHALL ALSO BE UTILIZED TO IMPLEMENT THE REQUIRED PERFORMANCE STANDARDS. THE AND DEPTHS AS INDICATED BELOW:
NECESSARY SOIL AMENDMENTS. TEST SOIL FOR PRESENCE OF ATRAZINE AND INFORM EXCEL
AT BEGINNING OF CONSTRUCTION AND DESIGN ENGINEER SHALL BE NOTIFIED OF ANY PIPE METHODS AND TYPES OF EROSION CONTROL WILL BE DEPENDENT ON THE LOCATION AND TYPE OF TO ENSURE THE EXISTING LATERAL(S) ARE FREE OF OBSTRUCTIONS AND IN SOUND STRUCTURAL
ENGINEERING, INC. IF PRESENT PRIOR TO BIDDING PROJECT. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 CONDITION. TELEVISING OF THESE LATERAL(S) SHOULD BE COMPLETED PRIOR TO CONSTRUCTION
OBSTRUCTIONS AND/OR STRUCTURAL DEFICIENCIES IMMEDIATELY AFTER COMPLETION OF FIELD WORK INVOLVED. ALL SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD STANDARD ASPHALT PAVING SECTION HEAVY ASPHALT PAVING SECTION
TO 8, CONTAIN A MINIMUM OF 5 PERCENT ORGANIC MATERIAL CONTENT, AND SHALL BE FREE OF AND DESIGN ENGINEER SHALL BE NOTIFIED OF ANY PIPE OBSTRUCTIONS AND/OR STRUCTURAL
TELEVISING. CONDITIONS AT THE TIME OF CONSTRUCTION, AND INSTALLED PRIOR TO ANY GRADING OR 1-1/2” SURFACE COURSE (5 LT 58-28S) 1-1/2” SURFACE COURSE (5 LT 58-28S)
STONES 1 INCH OR LARGER IN DIAMETER. ALL MATERIALS HARMFUL TO PLANT GROWTH SHALL ALSO DEFICIENCIES IMMEDIATELY AFTER COMPLETION OF FIELD TELEVISING
C. DEMOLITION PLAN IS AN OVERVIEW OF DEMOLITION TO TAKE PLACE ON SITE. CONTRACTOR TO DISTURBANCE OF EXISTING SURFACE MATERIAL. BELOW IS A LIST OF EROSION AND SEDIMENT (WISDOT 455.2.5 TACK COAT (STAGED PAVING) WISDOT 455.2.5 TACK COAT (STAGED PAVING)
BE REMOVED.
FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHALL REMOVE, REPLACE, CONTROL BEST MANAGEMENT PRACTICES TO ACHIEVE THE PERFORMANCE STANDARDS REQUIRED. 2” BINDER COURSE (4 LT 58-28S) 2-1/2” BINDER COURSE (4 LT 58-28S) C. ALL SANITARY PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A: ALLOWABLE
TOPSOIL INSTALLATION: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES AND REMOVE PIPE MATERIAL SCHEDULE. ALL SANITARY PIPE BELOW PROPOSED & FUTURE BUILDINGS SHALL BE IN
OR DEMOLISH ALL ITEMS AS NEEDED DURING CONSTRUCTION. 1. SILT FENCE SHALL BE PLACED ON SITE AT LOCATIONS SHOWN ON THE EROSION CONTROL PLAN. 10” OF 1-1/4” CRUSHED AGGREGATE 12” OF 1-1/4” CRUSHED AGGREGATE
STONES LARGER THAN 1” IN DIAMETER. ALSO REMOVE ANY STICKS, ROOTS, RUBBISH, AND OTHER ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A: ALLOWABLE PIPE MATERIAL. INSULATION
D. CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS THAT ARE SCHEDULED TO REMAIN. ANY SILT FENCE SHALL ALSO BE PROVIDED AROUND THE PERIMETER OF ALL SOIL STOCKPILES THAT
EXTRANEOUS MATTER AND DISPOSE OF THEM OFF THE PROPERTY. SPREAD TOPSOIL TO A DEPTH OF SHALL BE PROVIDED PER STATE PLUMBING CODES AS NECESSARY BASED ON PROPOSED DEPTH PER
DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED AT CONTRACTORS EXPENSE. WILL EXIST FOR MORE THAN 7 DAYS. FOLLOW PROCEDURES FOUND IN WISCONSIN DNR B. CONTRACTOR TO COMPACT THE AGGREGATE BASE, ASPHALT BINDER COURSE, AND ASPHALT
6” BUT NOT LESS THAN WHAT IS REQUIRED TO MEET FINISHED GRADES AFTER LIGHT ROLLING AND PLANS.
E. ALL CONCRETE NOTED TO BE REMOVED SHALL BE REMOVED TO THE NEAREST CONTROL JOINT. TECHNICAL STANDARD 1056 (CURRENT EDITION). SURFACE COURSE TO AN AVERAGE DENSITY PER WISCONSIN STANDARD SPECIFICATIONS FOR
NATURAL SETTLEMENT. DO NOT SPREAD TOPSOIL IF SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY
2. STONE TRACKING PADS AND TRACKOUT CONTROL PRACTICES SHALL BE PLACED AT ALL HIGHWAY AND STRUCTURE CONSTRUCTION. ALL ASPHALT PAVEMENT AREAS SHALL BE PAVED TO D. CLEANOUTS SHALL BE PROVIDED FOR THE SANITARY & STORM SERVICES AT LOCATIONS INDICATED
WET. GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY
31 20 00 EARTH MOVING CONSTRUCTION SITE ENTRANCES AND SHALL BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE WITHIN 0.05' OF DESIGN SURFACE GRADES WITH POSITIVE DRAINAGE BEING MAINTAINED IN ON THE UTILITY PLAN. THE CLEANOUT SHALL CONSIST OF A COMBINATION WYE FITTING IN LINE
FINE TEXTURE. GRADE TO WITHIN 0.05 FEET OF FINISHED GRADE ELEVATION.
CONSTRUCTION SITE. SEE THE EROSION CONTROL PLAN FOR LOCATIONS. THE AGGREGATE USED ACCORDANCE WITH DESIGN PLANS. A MINIMUM OF 1.5% SLOPE SHALL BE MAINTAINED IN ALL WITH THE SANITARY/STORM SERVICE WITH THE CLEANOUT LEG OF THE COMBINATION WYE FACING
A. CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITY LOCATE AS FOR THE STONE TRACKING PAD SHALL BE 3/8” TO 3 INCH CLEAR OR WASHED STONE AND SHALL BE ASPHALT PAVEMENT AREA. B. SEEDED LAWNS: STRAIGHT UP. THE CLEANOUT SHALL CONSIST OF A 4” VERTICAL PVC PIPE WITH A WATER TIGHT
REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORE STARTING EXCAVATION. PLACED IN A LAYER AT LEAST 12 INCHES THICK. THE STONE SHALL BE UNDERLAIN WITH A WISDOT C. HOT MIX ASPHALT CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF 1. PERMANENT LAWN AREAS SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 65% KENTUCKY REMOVABLE CLEANOUT PLUG. AN 8” PVC FROST SLEEVE SHALL BE PROVIDED. THE BOTTOM OF THE
DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD TYPE R GEOTEXTILE FABRIC AS NEEDED. THE TRACKING PAD SHALL BE THE FULL WIDTH OF THE GEOTECHNICAL REPORT OR CONSTRUCTION DOCUMENTS. BLUEGRASS BLEND (2.0-2.6 LBS./1,000 S.F.), 20% PERENNIAL RYEGRASS (0.6-0.8 LBS./1,000 S.F.), 15% FROST SLEEVE SHALL TERMINATE 12” ABOVE THE TOP OF THE SANITARY LATERAL OR AT LEAST 6”
CONDITIONS PRIOR TO CONSTRUCTION. EGRESS POINT (12' MIN WIDTH) AND SHALL BE A MINIMUM OF 50 FEET LONG. SURFACE WATER D. CONTRACTOR TO PROVIDE PAINTED STRIPING IN ACCORDANCE WITH SHEET C1.1B FOR PARKING FINE FESCUE (0.4-0.6 LBS/1,000 S.F.). STRAW AND MULCH SHALL BE LAID AT 100LBS/1,000 S.F. BELOW THE PREDICTED FROST DEPTH, WHICHEVER IS SHALLOWER. THE CLEANOUT SHALL EXTEND
B. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR ALL EXCAVATION, GRADING, FILL AND MUST BE PREVENTED FROM PASSING THROUGH THE TRACKING PAD. OTHER TRACKOUT CONTROL STALLS, TRAFFIC LANES, AND NO PARKING AREAS. ALSO PROVIDE STRIPING PER STRIPING PLAN FOR FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS/1,000 S.F. SEE EROSION JUST ABOVE THE SURFACE GRADE IN LAWN OR LANDSCAPE AREAS WITH THE FROST SLEEVE
BACKFILL WORK AS REQUIRED TO COMPLETE THE GENERAL CONSTRUCTION WORK. ALL EXCAVATION PRACTICES INCLUDING STABILIZED WORK SURFACES, MANUFACTURED TRACKOUT CONTROL H.C. ACCESSIBLE SYMBOLS, TRAFFIC ARROWS, AND TRAFFIC MESSAGES. MATTING SPECIFICATIONS AS REQUIRED. ALL SITE DISTURBED AREAS NOT DESIGNATED FOR OTHER TERMINATING AT THE GRADE SURFACE. THE CLEANOUT SHALL EXTEND TO 4 INCHES BELOW SURFACE
AND BACKFILL FOR ELECTRICALS AND MECHANICALS ARE THE RESPONSIBILITY OF THE RESPECTIVE DEVICES, TIRE WASHING, AND STREET/PAVEMENT CLEANING SHALL BE IMPLEMENTED AS LANDSCAPING AND SITE STABILIZATION METHODS SHALL BE SEEDED AS PERMANENT LAWN. NO GRADE IN PAVED SURFACES WITH A ZURN (Z-1474-N) HEAVY DUTY CLEANOUT HOUSING PLACED
CONTRACTOR UNLESS OTHERWISE SPECIFIED IN THE BID DOCUMENTS. NECESSARY TO MITIGATE THE TRACKOUT OF SEDIMENT OFFSITE. FOLLOW PROCEDURES FOUND IN 32 20 00 CONCRETE AND AGGREGATE BASE BARE TOPSOIL SHALL BE LEFT ONSITE. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL OVER THE TOP OF THE CLEANOUT FLUSH WITH THE SURFACE GRADE. IN PAVED SURFACES, THE FROST
C. ALL ORGANIC TOPSOIL INSIDE THE BUILDING AREA, UNDER PAVED AREAS, AND AT SITE FILL AREAS WISCONSIN DNR TECHNICAL STANDARD 1057 (CURRENT EDITION). STANDARDS 1058 & 1059. SLEEVE SHALL TERMINATE IN A CONCRETE PAD AT LEAST 6” THICK AND EXTENDING AT LEAST 9” FROM
SHALL BE REMOVED. PROOF ROLL SUBGRADES BEFORE PLACING FILL WITH HEAVY PNEUMATIC-TIRED 3. STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW AND DOWNSTREAM STORM A. CONTRACTOR TO PROVIDE CRUSHED AGGREGATE BASE AND CONCRETE WHERE INDICATED ON THE 2. ALL PERMANENT AND TEMPORARY STORM WATER CONVEYANCE SWALE BOTTOMS AND SIDE THE SLEEVE ON ALL SIDES, SLOPING AWAY FROM THE SLEEVE. THE CLEANOUT HOUSING SHALL BE
EQUIPMENT, SUCH AS A FULLY-LOADED TANDEM AXLE DUMP TRUCK, TO IDENTIFY SOFT POCKETS CATCH BASINS AND CURB INLETS. TYPE B OR C PROTECTION SHOULD BE PROVIDED AND SHALL BE PLANS. SLOPES SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 45% KENTUCKY BLUEGRASS (0.60 CONSTRUCTED PER MANUFACTURERS REQUIREMENTS.
AND AREAS OF EXCESS YIELDING. CONTRACTOR SHALL VERIFY TOPSOIL DEPTHS PRIOR TO IN CONFORMANCE WITH WISCONSIN DNR TECHNICAL STANDARD 1060 (CURRENT EDITION). B. ALL AGGREGATE PROVIDED MUST COMPLY WITH SECTION 305 OF THE WISCONSIN STANDARD LBS./1000 S.F.), 40% CREEPING RED FESCUE (0.50 LBS./1,000 S.F.), AND 15% PERENNIAL RYEGRASS E. ALL PROPOSED WATER PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A:
CONSTRUCTION. THE CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS OF THE 4. DUST CONTROL MEASURES SHALL BE PROVIDED TO REDUCE OR PREVENT THE SURFACE AND AIR SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. ALL AGGREGATE PLACED MUST BE (0.20 LBS./1,000 S.F.). FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 ALLOWABLE PIPE MATERIAL SCHEDULE. 6' MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER
GEOTECHNICAL REPORT AND ACCOUNT FOR EXISTING CONDITIONS PRIOR TO SUBMITTING BID FOR TRANSPORT OF DUST DURING CONSTRUCTION. CONTROL MEASURES INCLUDE APPLYING MULCH COMPACTED TO AN AVERAGE DENSITY PER WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY LBS./1,000 S.F. SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. FOLLOW PROCEDURES PIPING UNLESS OTHERWISE SPECIFIED.
THE PROJECT. EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED AND ESTABLISHING VEGETATION, WATER SPRAYING, SURFACE ROUGHENING, APPLYING POLYMERS, AND STRUCTURE CONSTRUCTION. FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059. F. ALL PROPOSED STORM PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A:
IN THE PLANS OR BY LOCAL ZONING REQUIREMENTS. SPRAY-ON TACKIFIERS, CHLORIDES, AND BARRIERS. SOME SITES MAY REQUIRE AN APPROACH C. DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE EXTERIOR CONCRETE FLAT WORK SHALL 3. ALL TEMPORARY SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE: 100% RYEGRASS AT 1.9 ALLOWABLE PIPE MATERIAL SCHEDULE. SEE UTILITY PLANS FOR ALL STORM PIPE MATERIALS TO BE
D. PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS. UNIFORMLY MOISTEN OR THAT UTILIZES A COMBINATION OF MEASURES FOR DUST CONTROL. FOLLOW PROCEDURES FOUND CONFORM TO ACI 330R-08 & ACI 318-08. LBS./1,000 S.F. STRAW AND MULCH SHALL BE LAID AT 100 LBS./1,000 S.F. FERTILIZE AS PER SOIL USED. PIPE SHALL BE PLACED MIN. 8' HORIZONTALLY FROM FOUNDATION WALLS.
AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL LAYER BEFORE COMPACTION AS IN WISCONSIN DNR TECHNICAL STANDARD 1068 (CURRENT EDITION). D. EXTERIOR CONCRETE FLAT WORK CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS./1,000 S.F. SEE EROSION MATTING G. SANITARY, STORM, AND WATER UTILITY PIPE INVERTS SHALL BE CONSTRUCTED WITHIN 0.10' OF
RECOMMENDED TO ACHIEVE SPECIFIED DRY DENSITY. REMOVE AND REPLACE, OR SCARIFY AND AIR 5. THE USE, STORAGE, AND DISPOSAL OF CHEMICALS, CEMENT, AND OTHER COMPOUNDS AND REQUIREMENTS OF THE GEOTECHNICAL REPORT OR THIS SPECIFICATION. CONCRETE FLAT WORK SPECIFICATIONS AS REQUIRED. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL STANDARDS DESIGN INVERT ELEVATIONS ASSUMING PIPE SLOPE AND SEPARATION IS MAINTAINED PER THE
DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT IS TOO WET TO COMPACT TO SPECIFIED DRY MATERIALS USED ON SITE SHALL BE MANAGED DURING THE CONSTRUCTION PERIOD TO PREVENT CONSTRUCTION IS AS FOLLOWS: 1058 & 1059. UTILITY DESIGN PLANS AND STATE REQUIREMENTS.
DENSITY. THEIR TRANSPORT BY RUNOFF INTO WATERS OF THE STATE. 1. SIDEWALK CONCRETE - 4” OF CONCRETE OVER 4” OF 3/4” CRUSHED AGGREGATE BASE.
C. SEEDED LAWN MAINTENANCE: CONTRACTOR TO PROVIDE MAINTENANCE OF ALL LANDSCAPING FOR H. SITE UTILITY CONTRACTOR SHALL RUN SANITARY SERVICE TO A POINT WHICH IS A MAXIMUM OF 5'
E. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL 6. CONTRACTOR SHALL PROVIDE AN OPEN AGGREGATE CONCRETE TRUCK WASHOUT AREA ON SITE. CONTRACTION JOINTS SHALL CONSIST OF 1/8” WIDE BY 1” DEEP TOOLED JOINT WHERE INDICATED
A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION. AT THE END OF THE MAINTENANCE FROM THE EXTERIOR WALL OF THE FOUNDATION. SITE UTILITY CONTRACTOR SHALL RUN STORM
COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4" IN LOOSE DEPTH FOR CONTRACTOR TO ENSURE THAT CONCRETE WASHOUT SHALL BE CONTAINED TO THIS DESIGNATED ON THE PLANS.
PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS SHOULD BE ESTABLISHED FREE OF WEEDS SEWER FOR INTERNALLY DRAINED BUILDINGS TO A POINT WHICH IS A MAXIMUM OF 5' FROM THE
MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. AREA AND NOT BE ALLOWED TO RUN INTO STORM INLETS OR INTO THE OVERLAND STORMWATER 2. DUMPSTER PAD/APRON CONCRETE - 10" OF CONCRETE WITH #4 BARS @ 10' O.C. EACH WAY, OVER
AND SURFACE IRREGULARITIES. LAWN COVERAGE SHOULD EXCEED 90% AND BARE SPOTS SHOULD EXTERIOR WALL OF THE FOUNDATION. SITE UTILITY CONTRACTOR SHALL RUN DOWNSPOUT LEADS
F. COMPACT THE SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY DRAINAGE SYSTEM. WASHOUT AREA SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION. 4" OF GRAVEL BASE, OVER UNDISTURBED EARTH.
NOT EXCEED 5”X5”. CONTRACTOR SHOULD REESTABLISH LAWNS THAT DO NOT COMPLY WITH THESE TO BUILDING FOUNDATION AND UP 6” ABOVE SURFACE GRADE FOR CONNECTION TO DOWNSPOUT
ACCORDING TO ASTM D 698, STANDARD PROCTOR TEST. FILL MAY NOT BE PLACED ON FROZEN 7. TEMPORARY SITE RESTORATION SHALL TAKE PLACE IN DISTURBED AREAS THAT WILL NOT BE a. DUMPSTER PAD CONCRETE JOINTING SHALL BE AS FOLLOWS:
REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE SATISFACTORY. FOR ALL DOWNSPOUT TO RISER (DSR) CONNECTIONS. ALL DOWNSPOUT LOCATIONS SHOULD BE
GROUND AND NO FROZEN MATERIALS MAY BE USED FOR BACK FILL. APPLY THE MORE STRINGENT BROUGHT TO FINAL GRADE OR ON WHICH LAND DISTURBING ACTIVITIES WILL NOT BE PERFORMED
1) CONTRACTION SAWCUT JOINT - CONTRACTOR SHALL PROVIDE A SAWCUT JOINT AT E. TREES AND SHRUBS: FURNISH NURSERY-GROWN TREES AND SHRUBS WITH HEALTHY ROOT SYSTEMS VERIFIED WITH ARCHITECTURAL PLANS AND DOWNSPOUT CONTRACTOR/GC PRIOR TO INSTALLATION
REQUIREMENTS WHEN COMPARING BETWEEN THE FOLLOWING AND THE GEOTECHNICAL REPORT. FOR A PERIOD GREATER THAN 14 DAYS AND REQUIRES VEGETATIVE COVER FOR LESS THAN ONE
MAXIMUM SPACING OF 15' ON CENTER. SAWCUT SHALL BE 2” IN DEPTH. DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY BRANCHED, AND OF DOWNSPOUT LEADS. DOWNSPOUT LEADS SHALL NOT UNDERMINE BUILDING FOUNDATIONS.
1. UNDER FOUNDATIONS - SUBGRADE, AND EACH LAYER OF BACKFILL OR FILL MATERIAL, TO NOT YEAR. THIS TEMPORARY SITE RESTORATION REQUIREMENT ALSO APPLIES TO SOIL STOCKPILES
HEALTHY LOOKING STOCK. STOCK SHOULD ALSO BE FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND SITE UTILITY CONTRACTOR SHALL RUN WATER SERVICE TO A POINT WITHIN THE FOUNDATION
LESS THAN 98 PERCENT. THAT EXIST FOR MORE THAN 7 DAYS. PERMANENT RESTORATION APPLIES TO AREAS WHERE 2) TYPICAL POUR CONTROL JOINT - POUR CONTROL JOINT SHALL BE PROVIDED WITH 1-1/4”
DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. SEE THE SPECIFIED BY THE PLUMBING PLANS. CONTRACTOR TO CUT AND CAP WATER SERVICE 12” ABOVE
2. UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS MORE THAN 3 FEET BELOW THE SLAB PERENNIAL VEGETATIVE COVER IS NEEDED TO PERMANENTLY STABILIZE AREAS OF EXPOSED SOIL. DIAMETER BY 20” LONG SMOOTH DOWEL PLACED AT 12” O.C. ONE HALF OF THE DOWEL
LANDSCAPE PLAN FOR SPECIFIC SPECIE TYPE, SIZE, AND LOCATION. FINISHED FLOOR ELEVATION.
- PLACE A DRAINAGE COURSE LAYER OF 3/4" CRUSHED STONE, WITH 5% TO 12% FINES, PER PERMANENT STABILIZATION SHALL OCCUR WITHIN 3 WORKING DAYS OF FINAL GRADING. SHALL BE GREASED. GREENSTREAK 9” SPEED DOWEL TUBES SHALL BE USED.
F. TREE AND SHRUB INSTALLATION: EXCAVATE CIRCULAR PITS WITH SIDES SLOPED INWARD. TRIM BASE I. ALL UTILITIES SHALL BE INSTALLED WITH PLASTIC COATED TRACER WIRE (10 TO 14 GAUGE SOLID
THICKNESS INDICATED ON FOUNDATION PLANS ON PREPARED SUBGRADE. COMPACT THE TOPSOIL, SEED, AND MULCH SHALL BE IN GENERAL CONFORMANCE WITH TECHNICAL STANDARDS
E. DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94 LEAVING CENTER AREA RAISED SLIGHTLY TO SUPPORT ROOT BALL. EXCAVATE PIT APPROXIMATELY COPPER, OR COPPER COATED STEEL WIRE). PLASTIC WIRE MAY BE TAPED TO PLASTIC WATER OR
SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95 PERCENT. 1058 AND 1059 AND SHALL MEET THE SPECIFICATIONS FOUND IN THE LANDSCAPING AND SITE
1. STRENGTH TO BE MINIMUM OF 4,500 PSI AT 28 DAYS FOR EXTERIOR CONCRETE. THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER. SET TREES AND SHRUBS PLUMB AND IN CENTER SEWER PIPE. IF ATTACHED, THE TRACER WIRE SHALL BE SECURED EVERY 6 TO 20 FEET AND AT ALL
3. UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS WITHIN 3 FEET OF THE SLAB STABILIZATION SECTION OF THIS CONSTRUCTION DOCUMENT. ANY SOIL EROSION THAT OCCURS
2. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. OF PIT WITH TOP OF BALL 1” ABOVE ADJACENT FINISHED GRADES. PLACE PLANTING SOIL MIX BENDS. TRACER WIRE SHALL HAVE ACCESS POINTS AT LEAST EVERY 300 FEET. TRACER WIRE SHALL
SURFACE- PLACE A DRAINAGE COURSE LAYER OF CLEAN 3/4" CRUSHED STONE, WITH NO MORE AFTER FINAL GRADING AND/OR FINAL STABILIZATION MUST BE REPAIRED AND THE STABILIZATION
3. SLUMP SHALL NOT EXCEED 4” FOR EXTERIOR CONCRETE FLAT WORK AROUND ROOT BALL IN LAYERS AND TAMP TO SETTLE MIX. WATER ALL PLANTS THOROUGHLY. TERMINATE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AT GRADE OR IN TERMINATION
THAN 5% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANS ON PREPARED SUBGRADE. WORK REDONE.
PROVIDE TEMPORARY STAKING FOR TREES AS REQUIRED. BOX PER LOCAL/STATE REQUIREMENTS.
COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95 PERCENT. 8. ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A 4. SLUMP SHALL BE 2.5” OR LESS FOR SLIP-FORMED CURB AND GUTTER
4. UNDER EXTERIOR CONCRETE AND ASPHALT PAVEMENTS - COMPACT THE SUBGRADE AND EACH STORM EVENT SHALL BE CLEANED UP BY THE END OF EACH WORKING DAY. DUST CONTROL G. TREE AND SHRUB MAINTENANCE/WARRANTY: CONTRACTOR TO PROVIDE MAINTENANCE OF ALL J. ALL UTILITIES SHALL BE INSTALLED PER STATE, LOCAL, AND INDUSTRY STANDARDS. WATER AND
5. SLUMP SHALL BE BETWEEN 1.5” TO 3” FOR NON SLIP-FORMED CURB AND GUTTER.
LAYER OF BACKFILL OR FILL MATERIAL TO NOT LESS THAN 95 PERCENT. REQUIREMENTS SHALL BE FOLLOWED PER WI DNR TECHNICAL STANDARD 1068 (CURRENT LANDSCAPING FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION. MAINTENANCE TO SANITARY SHALL BE INSTALLED PER "STANDARD SPECIFICATION FOR SEWER AND WATER
6. ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED WITH 4% TO 7% AIR CONTENT. NO OTHER
5. UNDER WALKWAYS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO EDITION). FLUSHING SHALL NOT BE ALLOWED. INCLUDE REGULAR WATERING AS REQUIRED FOR SUCCESSFUL PLANT ESTABLISHMENT. CONTRACTOR CONSTRUCTION IN WISCONSIN". THE EXCEL ENGINEERING DESIGN ENGINEER SHALL BE RESPONSIBLE
ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF EXCEL ENGINEERING, INC. CALCIUM
NOT LESS THAN 95 PERCENT. C. ALL EROSION CONTROL DEVICES SHALL AT A MINIMUM BE INSPECTED EVERY 7 CALENDAR DAYS OR TO PROVIDE 1 YEAR WARRANTY ON ALL TREES, SHRUBS, AND PERENNIALS. FOR OBTAINING STATE PLUMBING REVIEW APPROVAL (IF REQUIRED). THE CONTRACTOR IS
CHLORIDE SHALL NOT BE USED.
6. UNDER LAWN OR UNPAVED AREAS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILL EVERY 14 DAYS AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT OF 0.5" OR MORE. I. RIVER ROCK: PROVIDE 3” MINIMUM THICK BLANKET OF 1.5” MINIMUM TO 2.5” MAXIMUM RIVER ROCK RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS REQUIRED TO INSTALL WATER, SANITARY AND
7. MAXIMUM AGGREGATE SIZE FOR ALL EXTERIOR CONCRETE SHALL BE 0.75 INCHES.
MATERIAL, TO NOT LESS THAN 85 PERCENT. MAINTENANCE SHALL BE PERFORMED PER WISCONSIN ADMINISTRATIVE CODE (W.A.C.) NR 151 STONE AT ALL PLANTING AREAS INDICATED ON THE LANDSCAPE PLAN. INSTALL OVER NON-WOVEN STORM SEWER.
G. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO STORMWATER MANAGEMENT TECHNICAL STANDARD REQUIREMENTS. F. VERIFY EQUIPMENT CONCRETE PAD SIZES WITH CONTRACTOR REQUIRING PAD. PADS SHALL HAVE WEED BARRIER FABRIC. COLOR BY OWNER. K. SEE PLANS FOR ALL OTHER UTILITY SPECIFICATIONS AND DETAILS.
PERFORM FIELD TESTS AND INSPECTIONS. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF D. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREA(S) SERVED HAVE FIBERMESH 300 FIBERS AT A RATE OF 1.5 LBS/CU. YD. OR 6 X 6-W1.4 X W1.4 WELDED WIRE MESH WITH
J. PLASTIC EDGING: INSTALL VALLEY VIEW INDUSTRIES BLACK DIAMOND LAWN EDGING TO SEPARATE
PASSING DENSITY TESTING AND PROOF-ROLLING TO ENGINEER UPON COMPLETION. IT IS SUGGESTED ESTABLISHED VEGETATIVE COVER. MINIMUM 1 INCH COVER. EQUIPMENT PADS SHALL BE 5.5 INCHES THICK WITH 1 INCH CHAMFER
ALL PLANTING BEDS FROM LAWN AREAS. EDGING TO BE 5.5” TALL WITH METAL STAKES INSTALLED
THAT THE GEOTECHNICAL FIRM USED TO PERFORM THE SUBSURFACE SOIL INVESTIGATION BE E. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL EROSION CONTROL PERMITS. UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL PAD REQUIREMENTS WITH RESPECTIVE
PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
ENGAGED FOR THE FIELD QUALITY CONTROL TESTS. CONTRACTOR.
H. ALLOW THE TESTING AGENCY TO TEST AND INSPECT SUBGRADES AND EACH FILL OR BACKFILL LAYER. G. ALL CONCRETE FLAT WORK SURFACES AND CONCRETE CURB FLOWLINES SHALL BE CONSTRUCTED TO
PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WITHIN 0.05' OF DESIGN SURFACE AND FLOWLINE GRADES ASSUMING POSITIVE DRAINAGE IS
WORK COMPLY WITH REQUIREMENTS. PROVIDE ONE TEST FOR EVERY 2000 SQUARE FEET OF PAVED MAINTAINED IN ACCORDANCE WITH THE DESIGN PLANS.
AREA OR BUILDING SLAB, ONE TEST FOR EACH SPREAD FOOTING, AND ONE TEST FOR EVERY 50 H. CONCRETE FLAT WORK SHALL HAVE CONSTRUCTION JOINTS OR SAW CUT JOINTS PLACED AS
LINEAR FEET OF WALL STRIP FOOTING. INDICATED ON THE PLANS OR PER THIS SPECIFICATION. SAWCUTS SHALL BE DONE AS SOON AS
I. WHEN THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. CONCRETE CURB AND
DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE GUTTER JOINTING SHALL BE PLACED EVERY 10' OR CLOSER (6' MIN.). IF CONCRETE PAVEMENT IS WZK& ^^/KE>^ >
SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED. ADJACENT TO CONCRETE CURB, JOINTING IN THE PAVEMENT AND CURB SHALL ALIGN. ALL EXTERIOR
J. THE BUILDING SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THE BUILDING AS CONCRETE SHALL HAVE A BROOM FINISH UNLESS NOTED OTHERWISE. A UNIFORM COAT OF A HIGH
INDICATED ON THE PLANS. SITE EARTHWORK SHALL BE GRADED TO WITHIN 0.10' OF REQUIRED SOLIDS CURING COMPOUND MEETING ASTM C309 SHALL BE APPLIED TO ALL EXPOSED CONCRETE
EARTHWORK ELEVATIONS ASSUMING POSITIVE DRAINAGE IS MAINTAINED IN ACCORDANCE WITH THE SURFACES. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. EXTERIOR CONCRETE SHALL BE SEPARATED TABLE A: ALLOWABLE PIPE MATERIAL SCHEDULE
GRADING PLAN. FROM BUILDINGS WITH CONTINUOUS 0.5 INCH FIBER EXPANSION JOINT AND/OR 0.25 INCH FIBER Utility Pipe Code Fitting Code
Material Joint Code
EXPANSION JOINT AT DECORATIVE MASONRY UNITS.
I. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVER
REINFORCEMENT SHALL BE NOT LESS THAN 3” WHERE CONCRETE IS DEPOSITED AGAINST THE ASTM D2609, ASTM D2683,
Water Lateral C901/906 PE AWWA C901/C906 Heat fusion: ASTM D2657
GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1.5” FOR UP TO #5 BARS AND 2” FOR #6 ASTM D3261
TO #10 BARS IN ALL OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 48 DIAMETERS FOR UP
TO #6 BARS, 62 DIAMETERS FOR #7 TO #9 BARS, 68 DIAMETERS FOR #10 BARS OR AS NOTED ON THE
DRAWINGS AND EXTENDED AROUND CORNERS WITH CORNER BARS. PLACING AND DETAILING OF ASTM D1785, ASTM D2665, ASTM Primer: ASTM F656
*Sanitary Sewer SCH.40 PVC ASTM F1336
STEEL REINFORCING AND REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI F891 Solvent Cement: ASTM D2564
CONSTRUCTION SEQUENCE MANUAL AND STANDARD PRACTICES. THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE
FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK. ALL WELDED WIRE FABRIC ASTM D1785, ASTM D2665, ASTM
Push On: ASTM D3212 for
^, dd ^
Sanitary Sewer SDR 35 PVC ASTM F1336 Tightness
SHALL MEET THE REQUIREMENTS OF ASTM A 1064. WELDED WIRE FABRIC SHALL BE PLACED 2” FROM D3034, ASTM F891
Elastomeric Gasket: ASTM F477
^, d/^^h NOV. 27, 2024
PHASE TYPE OF ACTION TOP OF SLAB, UNLESS INDICATED OTHERWISE.
Push On: ASTM D3212 for Z s/^/KE^
J. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO ASTM D1785, ASTM D2665, ASTM
1. CONTRACTOR TO CALL DIGGERS HOTLINE AT A MINIMUM OF 3 DAYS PRIOR TO CONSTRUCTION. Storm Sewer SDR 35 PVC ASTM F1336 Tightness
D3034, ASTM F891
1. PRE-CONSTRUCTION SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. Elastomeric Seal: ASTM F477 AD3 APR. 25, 2025
2. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE PROJECT AREA PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES.
ACTION TESTS WILL BE PERFORMED ACCORDING TO ACI 301. CAST AND LABORATORY CURE ONE SET OF FOUR
AD5 AUG. 7, 2025
3. PLACE ALL SILT FENCE AND INLET PROTECTION. STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE
4. CONSTRUCT TRACKING STONE ENTRANCES AND ANY TEMPORARY CONSTRUCTION ROADWAYS AS NEEDED. MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU.
YD. OR FRACTION THEREOF. PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39.
5. CONSTRUCT PERMANENT STORMWATER CONVEYANCE SYSTEMS.
6. CONSTRUCT ANY TEMPORARY STORMWATER CONVEYANCE SYSTEMS AS NEEDED.
TEST TWO SPECIMENS AT 7 DAYS AND TWO SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTING SHOP DRAWING SUBMITTALS
ACCORDING TO ASTM C 143. PROVIDE ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE
7. STABILIZE ALL TEMPORARY AND PERMANENT EROSION CONTROL AND STORMWATER CONVEYANCE SYSTEMS BEFORE TOPSOIL CAN BE STRIPPED. SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM
ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. MATERIAL / INFORMATION
1. SITE DEMOLITION AS REQUIRED. K. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT
2. CONSTRUCTION TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION-CONTROL
1. 32.10.00 - AGGREGATE BASE & ASPHALT PAVEMENT
2. STRIP AND RELOCATE TOPSOIL TO THE DESIGNATED TOPSOIL STOCKPILE. LOCATION BY OWNER. FINAL LOCATION BY CONTRACTOR. PROVIDE PERIMETER SILT FENCE UNTIL
ACTION COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BULL x HOT MIX ASPHALT SPECIFICATIONS
STABILIZED.
FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING. x AGGREGATE BASE
3. BEGIN MASS EARTH WORK FOR THE BUILDING PAD AND PAVEMENT AREAS.
L. LIMIT MAXIMUM WATER-CEMENTITIOUS RATIO OF CONCRETE EXPOSED TO FREEZING, THAWING AND 2. 32.20.00-CONCRETE AND AGGREGATE BASE
4. CONSTRUCT ANY REMAINING STORMWATER CONVEYANCE SYSTEMS, AND INSTALL ALL OTHER UTILITIES ON SITE. DEICING SALTS TO 0.45. x DESIGN MIX
5. DIG AND POUR ALL BUILDING FOOTINGS. M. TEST RESULTS WILL BE REPORTED IN WRITING TO THE DESIGN ENGINEER, READY-MIX PRODUCER, AND
x AGGREGATE BASE
6. PLACE GRAVEL FOR ALL PROPOSED PAVEMENT AREAS, INCLUDING FIRE LANES. CONTRACTOR WITHIN 24 HOURS AFTER TESTS. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL
3. 33.10.00 - SITE UTILITIES :KEhD Z
7. TOPSOIL, SEED, AND MULCH ALL DISTURBED AREAS OUTSIDE THE BUILDING AND PROPOSED PAVEMENT AREAS. CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME
OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH ON x SANITARY PIPING MATERIALS
240270800
8. CONSTRUCT BUILDING.
SITE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS, x GREASE INTERCEPTOR SHOP DRAWINGS
9. PAVE DRIVEWAYS AND PARKING AREAS. COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS. x WATER PIPING MATERIALS
10. TOPSOIL, SEED, AND MULCH ALL OTHER DISTURBED AREAS.
x WATER FITTINGS & APPURTENANCES
x STORM MANHOLES ^, dEhD Z
3. POST CONSTRUCTION 1. CONTRACTOR TO REMOVE TEMPORARY EROSION CONTROL MEASURES UPON SITE STABILIZATION.
x STORM PIPING MATERIALS
C0.2
ACTION 2. SEE THE POST CONSTRUCTION MAINTENANCE PLAN FOR PERMANENT STORMWATER MANAGEMENT SYSTEMS.
x STORMWATER TREATMENT SHOP DRAWINGS
**CONTRACTOR TO FOLLOW THE EROSION CONTROL SPECIFICATIONS FOR CONSTRUCTION EROSION CONTROL INSPECTION AND MAINTENANCE.**
CIVIL SPECIFICATIONS
LEGEND:
REMOVE FEATURES
DEMOLITION BY LANDLORD
WZK: d/E&KZDd/KE
KEYNOTES
A REMOVE BUILDING AND DISCONNECT ASSOCIATED SERVICES
PROTECT EXISTING RETAINING WALL. VERIFY STRUCTURE WAS NOT
B DAMAGED PRIOR TO CONSTRUCTION
BILLBOARD & ASSOCIATED ITEMS TO BE REMOVED AND RELOCATED BY
C LANDLORD
D SAWCUT (AS NECESSARY) AND REMOVE ASPHALT AND PROTECT BASE
E SAWCUT (AS NECESSARY) AND REMOVE CONCRETE AND PROTECT BASE
F REMOVAL OF FENCE AND ASSOCIATED ITEMS BY LANDLORD
G REMOVE 48' OF STORM LINE AND STRUCTURE
VERIFY WITH OWNER IF NEED TO REMOVE FENCE ON SOUTH AND WEST
H SIDE OF PROPERTY
APPROXIMATE ROW LINE P REMOVE & RELOCATE GAS METER
S REMOVE & RELOCATE ELECTRIC METER
T EXISTING DRIVEWAY TO REMAIN
U REMOVE FLAG POLE
RECYCLE/ REUSE GRAVEL IF IT MEETS ASPHALT AGGREGATE BASE
V STANDARDS
W CONTRACTOR TO FIELD VERIFY 12" STORM LINE LOCATION AND SIZE PRIOR
W TO CONSTRUCTION. PROVIDE ALTERNATE TO REPLACE LINE IN ROW UNDER
W. MASON FRONTAGE ROAD.
X
T CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND LOCATION PRIOR TO
Y X CONSTRUCTION. LINES PLACED PER AS-BUILTS PROVIDED BY THE CITY.
NOTIFY ENGINEER OF DISCREPANCIES.
Y REMOVE PORTION OF DRIVEWAY TO CONFORM TO CITY STANDARDS.
U
C
P
D
G
B
S
A
E
WZK& ^^/KE>^ >
A
F
H ^, dd ^
E
^, d/^^h NOV. 27, 2024
Z s/^/KE^
AD2 FEB. 11, 2025
AD3 APR. 25, 2025
AD5 AUG. 7, 2025
:KEhD Z
240270800
^, dEhD Z
SCALE: 1"= 20'
C1.0
20' 0 20' 40'
CIVIL EXISTING SITE AND DEMOLITION PLAN
GENERAL NOTES:
x SEE SHEET C0.2 FOR PAN SPECIFICATIONS AND REQUIREMENTS.
LEGEND:
HATCH PAVEMENT SECTION
STANDARD ASPHALT
HEAVY DUTY ASPHALT
SIDEWALK CONCRETE
DUMPSTER PAD CONCRETE WZK: d/E&KZDd/KE
18" CURB & GUTTER (SEE DETAIL)
KEYNOTES
1 CONCRETE STOOP (SEE STRUCTURAL PLANS FOR DETAILS)
2 RAISED WALK (SEE DETAIL)
3 FLUSH WALK (SEE DETAIL)
4 6" CURB HEAD (SEE DETAIL)
APPROXIMATE ROW LINE 6 ADA CURB RAMP (SEE DETAIL)
9 CURB TAPER (SEE DETAIL)
10 CURB CUT (SEE DETAIL)
CONCRETE TRANSFORMER PAD BY UTILITY SUPPLIER
11 (CONTRACTOR TO VERIFY FINAL LOCATION & DESIGN PRIOR TO CONSTRUCTION)
12 HANDICAP SIGN PER STATE CODE (SEE DETAIL)
13 HANDICAP STALL & STRIPING PER STATE CODES
14 BUILDING CANOPY (SEE ARCH PLANS FOR DETAILS)
RELOCATED BILLBOARD
9 15 (FINAL LOCATION BY LANDLORD)
FUTURE SIDEWALK
T 16 DUMPSTER ENCLOSURE (SEE ARCH PLANS FOR DETAILS)
15' BUILDING & PAVEMENT SETBACK
17 6" CONCRETE BOLLARDS (TYP.) (SEE DETAIL)
18 PICNIC TABLE (DETAILS BY SUPPLIER)
SHARED PARKING AND ACCESS EASEMENT
PER DOCUMENT NUMBER 3064174
20 BIKE RACK (TYP.) (TYPE & COLOR BY OWNER)
KNOX BOX. SEE GENERAL NOTES. COORDINATE WITH LOCAL FIRE DEPARTMENT AS
21 NECESSARY.
23
22 TRAFFIC FLOW ARROWS (TYP) (SEE STRIPING PLAN)
22 23 PAINT STRIPING (TYP) (SEE STRIPING PLAN)
15
2
11 24 WARMING HUT (SEE ARCH PLANS)
9
476 S.F. OF
21 3 DINING PATIO
20
(TYP.)
17
1 6
WZK& ^^/KE>^ >
14
1
18
4 7
13
12 (TYP.) 9
1
2 6
PROPOSED COFFEE SHOP
530 S.F.
CIVIL F.F.=668.50
3
ARCH F.F.=100'-0"
9
PROPOSED COOLER 9 ^, dd ^
250 S.F.
CIVIL F.F.=668.50 ^, d/^^h NOV. 27, 2024
PAD=668.17
ARCH F.F.=100'-0" 10
Z s/^/KE^
AD1 DEC. 20, 2024
(TYP. OF 6) AD3 APR. 25, 2025
17
16 10
AD4 JUNE 2, 2025
AD5 AUG. 7, 2025
AD7 SEPT. 18, 2025
CB1 OCT. 22, 2025
:KEhD Z
240270800
^, dEhD Z
SCALE: 1"= 20'
C1.1A
20' 0 20' 40'
CIVIL SITE PLAN
WZK: d/E&KZDd/KE
STRIPING PAINT COLORS:
7 BREW ARROW TEMPLATE
SUBSTITUTION TO COLORS MUST BE
APPROVED BY 7 BREW
PMS 000C WHITE
C: 0%
M: 0%
Y: 0%
K: 0%
R: 255
G: 255
B: 255
HEX: FFFFFF
BLUE
PMS 293
C: 100%
M: 63%
Y: 0%
K: 35%
R: 0
G: 61
B: 165
HEX: 003DA5
PMS 202 RED
7
C: 29.54%
M: 95.11%
4 6
Y: 74.72%
K: 29.59%
10
R: 138
G: 36
B: 50
4 HEX: 8A2432
PAINT TYPE:
SHERWIN- WILLIAMS PRO PARK, SETFAST,
HOTLINE OR AN APPROVED EQUAL.
7
2
STRIPING PLAN KEYNOTES
WZK& ^^/KE>^ >
1
3
1 2 1 12" TALL RED STOP BAR WITH 48-INCH TALL "STOP" TEXT PAINTED IN RED
5 2 4" SOLID BLUE PAVEMENT MARKER, TYPICAL MIDLINES SPACED AT 24' O.C.
8
3 ALIGN 4" SOLID BLUE CROSS WALK MARKER WITH SLIDING DOOR PANEL AT FRONT OPENING
4
PROPOSED COFFEE SHOP 4 SOLID WHITE TRIPLE ARROW PAVEMENT MARKER
530 S.F.
CIVIL F.F.=668.50
ARCH F.F.=100'-0" 5 WHITE PAINTED ADA ACCESSIBLE PARKING SYMBOL
PROPOSED COOLER 7 6 48-INCH TALL "LANE #" PAINTED IN WHITE ^, dd ^
250 S.F.
CIVIL F.F.=668.50 ^, d/^^h NOV. 27, 2024
PAD=668.17 7 SOLID WHITE DIRECTIONAL ARROW PAVEMENT MARKING
9
ARCH F.F.=100'-0" Z s/^/KE^
8 4" SOLID WHITE PAVEMENT MARKER, TYPICAL
AD1 DEC. 20, 2024
AD3 APR. 25, 2025
9 12" TALL WHITE BAR WITH 12" TALL "DO NOT ENTER" TEXT PAINTED IN WHITE
AD4 JUNE 2, 2025
10 4" SOLID BLUE PAVEMENT MARKER
AD5 AUG. 7, 2025
AD7 SEPT. 18, 2025
CB1 OCT. 22, 2025
:KEhD Z
240270800
^, dEhD Z
SCALE: 1"= 20'
C1.1B
20' 0 20' 40'
CIVIL STRIPING PLAN
GENERAL NOTES:
x HANDICAP STALL AND ACCESS AISLES SHALL NOT EXCEED A SLOPE OF
1.50% IN ANY DIRECTION. HANDICAP STALL & ACCESS AISLES SHALL
CONFORM TO ADA REQUIREMENTS (CURRENT EDITION)
x ALL SIDEWALKS SHALL NOT EXCEED A MAXIMUM CROSS SLOPE OF
1.50% AND RUNNING SLOPE OF 4.50% UNLESS OTHERWISE SPECIFIED.
x CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION
ENTRANCE AT CONSTRUCTION ENTRANCE FOR PROPOSED
IMPROVEMENTS AS REQUIRED PER CODE.
x CONTRACTOR SHALL PROVIDE CONCRETE WASHOUT AS REQUIRED
PER CODE. FINAL LOCATION TBD BY CONTRACTOR.
x CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION FOR
ALL CURB INLETS & CATCH BASINS ONSITE & OFFSITE IMMEDIATELY
DOWNSTREAM OF THE PROJECT SITE PER LOCAL CODE.
WZK: d/E&KZDd/KE
KEYNOTES
EC 1 SILT FENCE
EC 2 STABILIZED CONSTRUCTION ENTRANCE
EC 3 INLET PROTECTION
SEDIMENT
LOG
APPROXIMATE ROW LINE
667.30 FUTURE EC2
EC1
667.25 FUTURE 666.70 EG
666.44 EG
666.36 EG
666.80
USLE: 21' @ 1.4% 667.10 RIM
666.86 EG
667
EC3 666.60
0.75% 667.00
RIDGE
667.60 666.31
667.50 EG 667.30
666.67 TC
666.17 RIM 667
1.7%
666.38
667.27 TC 667.31 TC 667.31 TC
666.77 FL 666.80 FL 666.81 FL
667.32 TC 667.39 TC
666.82 FL 666.89 FL 667.90
667.34
667.48 TC 668.00 668.25
667.30
667.57 TC 666.98 FL
667.30 EG 667.07 FL 667.60
667.35 EG
667.51 TC
667
667.01 FL
667.67 TC 668.00
666.84 FL
668 667.92 TW 668
667.42 BW
EC1
2.3%
668.16 TW 2.5
668.20 667.64 BW %
668.30 TW
668.33 667.88 667.80 BW 667.67
668.22
WZK& ^^/KE>^ >
668.00 EG 668.45 668.29 667.78 668.44
RIDGE 668.27 667.96
668.45
668.50 RIDGE
1.5% 668.38 TW 667.20 EG
668.17 TC
667.88 BW 667.67
667.67 FL 668
668.50
668.40 TC
667.90 FL 668.02
1.5%
668.28
EC3
668.45 668.50
668.25 668.10 TW 668.30 TC 667.27 EG
667.71 EG 667.82 TC 668.37 668.17 667.60 BW 667.90 TC 667.80 FL
PROPOSED COFFEE SHOP
667.32 RIM 667.40 FL 668.30 TC
530 S.F.
66 667.85 TC
CIVIL F.F.=668.50 8 667.80 FL
ARCH F.F.=100'-0" 667.33 667.71 668.42 667.35 FL
667.71 TC 667.70 EG
668.20 668
667.21 FL 667.83 TC
667.35 EG 667.55 667.71 667.33 FL ^, dd ^
PROPOSED COOLER 668.40 TC
250 S.F. 667.90 FL
GE PROPOSED GRADES BY
CIVIL F.F.=668.50 RID EC3 OTHERS. CONTRACTOR TO ^, d/^^h NOV. 27, 2024
PAD=668.17 668.37 TC 667.61 TC RID
2.0 GE FIELD VERIFY PRIOR TO
ARCH F.F.=100'-0" 667.87 FL 668.04 TC 667.11 RIM
% CONSTRUCTION. NOTIFY
667.54 FL 667.96 Z s/^/KE^
667.80 668.00 667.58 CURB-CUT ENGINEER OF DISCREPANCIES.
667.06 EG 667.45 EG
AD1 DEC. 20, 2024
667.80 668.00 AD3 APR. 25, 2025
666.80 EG 667.28 EG
AD4 JUNE 2, 2025
667.55 EG 667.89 EG
667.53 EG
AD5 AUG. 7, 2025
AD7 SEPT. 18, 2025
CB1 OCT. 22, 2025
:KEhD Z
240270800
^, dEhD Z
SCALE: 1"= 20'
C1.2
20' 0 20' 40'
CIVIL GRADING AND EROSION CONTROL PLAN
GENERAL NOTES:
x SEE SHEET C0.2 FOR PAN SPECIFICATIONS AND REQUIREMENTS.
x CURB STOPS FOR 1-INCH SERVICES SHALL HAVE INVERTED PLUG STYLE
VALVES AND TUBE COMPRESSION INLETS AND OUTLETS. CURB STOPS
FOR 1-INCH SERVICES SHALL BE FORD Z44-444-NL, A.Y. MCDONALD
74713-22, OR EQUAL.
x CURB BOXES SHALL HAVE AN ARCH PATTERN BASE, 1¼-INCH UPPER
SECTION, AND MUELLER 89375 LID WITH 1-INCH PENTAGON PLUG.
CURB BOX SHALL HAVE AN EXTENDED LENGTH OF 7'-0" AND SHALL
HAVE 12 INCHES OF ADJUSTMENT. CURB BOXES SHALL BE MUELLER
H-10306.
x CORPORATION STOPS FOR 1-INCH SERVICES SHALL HAVE INVERTED
PLUG STYLE VALVES AND AWWA STANDARD THREAD INLETS AND TUBE
COMPRESSION OUTLETS. CORPORATION STOPS FOR 1-INCH SERVICES
SHALL BE FORD F1000-4-NL, A.Y. MCDONALD 74701-22, OR EQUAL.
WATER & SEWER NOTES:
WZK: d/E&KZDd/KE
x WATER DEMAND = 6GPM
x SANITARY DEMAND = 4 DFU, DFU 21-160:4
COORDINATE 1" TAP AND WATER
LATERAL INSTALLATION WITH THE
GREEN BAY WATER UTILITY.
EXISTING 12" STORM SEWER
EXISTING 3/4 " WATER LATERAL PLACED PER AS-BUILTS PROVIDED
PLACED PER AS-BUILTS PROVIDED BY EXISTING 4" SANITARY LATERAL. BY THE CITY. PRIOR TO
THE CITY. CAUTION!! PRIOR TO CONSTRUCTION FIELD CONSTRUCTION FIELD VERIFY SIZE,
VERIFY SIZE, DEPTH, AND LOCATION. DEPTH, AND LOCATION. NOTIFY
ENGINEER OF DISCREPANCIES.
PROVIDE WYE CONNECTION W/ DROP CAUTION!!
CLEANOUT TO EXISTING LINE. PRIOR TO
CONSTRUCTION CONTRACTOR TO FIELD
VERIFY SIZE, DEPTH, AND LOCATION.
NOTIFY ENGINEER OF ANY DISCREPANCIES.
IE N=655.70
IE S=660.72 60' OF BORED 1"
WATER SERVICE
APPROXIMATE ROUTE OF PROPOSED WATER QUALITY FILTER
GAS LINE W/ METER. CONNECT TO STRUCTURE (4' DIA) (1 FILTER)
EXISTING LINE. VERIFY ADEQUATE RIM= 667.10
SERVICE SIZE PRIOR TO CONSTRUCTION. WEIR=663.98
COORDINATE FINAL ROUTE W/ UTILITY EX. IE NW=661.69 (FIELD VERIFY)
CONTRACTOR & LOCAL UTILITY. IE S=661.95
CAUTION!! CO
667
STORM CI 3 (3'X2') STORM PIPE C
RIM = 666.17 68' OF 12" HDPE @ 1.3% W/ (1) 45° BEND
IE SW/NE = 662.85 CAUTION!! UTILITY (DSPS = 548 GPM = 1.22 CFS)
667
CROSSING
STM IE = 662.40 52' OF 8" PVC @1.5%
SAN IE = 660.87
CAUTION!! UTILITY LOT 2 PLUG W/ STAKE FOR
CROSSING FUTURE CONNECTION.
STM IE = 663.00 IE =662.73
WTR IE = 660.50 SANITARY PIPE 4
PROVIDE ELECTRICAL AND
84' OF 4" PVC @ 1.8%
GAS CONDUIT TO PAD
W/(3) 45° BENDS
CAUTION!! UTILITY COORDINATE FINAL
4"X4" WYE LOCATION W/ OWNER
CROSSING IE = 662.22
667 APPROXIMATE ROUTE OF PROPOSED
ELECTRIC LINE W/ TRANSFORMER
92' OF 1" AND METER. COORDINATE FINAL
WATER SERVICE 668
SANITARY PIPE 3668 ROUTE W. UTILITY CONTRACTOR &
LOCAL UTILITY.
5' OF 4" SCH. 40 PVC @ 2.0%
CO PROPOSED GB-75
STORM PIPE B
108' OF 8" PVC @ 1.2% GREASE INTERCEPTOR
(DSPS = 263 GPM = 0.59 CFS) 6"X8" WYE RIM = 668.28
IE = 663.69 CO IE N/S = 662.32
DOWNSPOUT TO RISER CO
DSR DSR
14' OF 6" PVC @ 1.5% SANITARY PIPE 1
IE = 663.90 9' OF 4" SCH. 40 PVC WZK& ^^/KE>^ >
@ 2.0%
CONDUIT PROVIDED FOR
FUTURE IE=662.62 DOWNSPOUT TO RISER
6"X8" WYE 55' OF 6" PVC @ 1.5% MIN.
IE = 663.90 IE=662.50 IE = 665.75
DSR 668
DOWNSPOUT TO RISER SANITARY PIPE 3
18' OF 6" PVC @ 1.5% 20' OF 4" PVC @ 2.0%
IE = 664.17 IE = 664.94
TO SUMP PUMP W/
21' OF 6" PVC @ 1.0%
DSR
PROPOSED COFFEE SHOP DOWNSPOUT TO RISER
530 S.F. STORM CI 2 (3'X2') DSR 6' OF 6" PVC @ 1.5%
66
CIVIL F.F.=668.50 RIM = 667.32 8 IE = 665.20
ARCH F.F.=100'-0" IE NW = 664.18 6"X6" WYE
668 IE = 665.11
PROPOSED COOLER 2"X6" WYE ^, dd ^
250 S.F. DOWNSPOUT TO RISER
IE = 665.15
CIVIL F.F.=668.50 11' OF 6" PVC @ 1.5%
IE = 664.72 6"X8" WYE 6"X8" WYE
13' OF 2" PVC ^, d/^^h NOV. 27, 2024
PAD=668.17 IE = 664.55 IE = 664.73
ARCH F.F.=100'-0" CONDENSATE DRAIN
STORM CI 1 (3'X2') WITH (2) 45° BENDS Z s/^/KE^
RIM = 667.11 @ 1% MIN W/ RISER
IE NW/N = 664.92 AT BUILDING AD1 DEC. 20, 2024
STORM PIPE A
AD2 FEB. 11, 2025
74' OF 8" PVC @ 1.0% AD3 APR. 25, 2025
(DSPS = 145 GPM = 0.32 CFS)
LIGHT POLE (TYP.) AD4 JUNE 2, 2025
SEE C3.1.
AD5 AUG. 7 ,2025
AD6 AUG. 28, 2025
AD7 SEPT. 18, 2025
CB1 OCT. 22, 2025
:KEhD Z
240270800
^, dEhD Z
SCALE: 1"= 20'
C1.3
20' 0 20' 40'
CIVIL UTILITY PLAN
GENERAL NOTES:
x SEE SHEET C0.2 FOR PAN SPECIFICATIONS AND REQUIREMENTS.
HATCH KEY:
HATCH LANDSCAPE MATERIAL
RIVER ROCK
WZK: d/E&KZDd/KE
LANDSCAPING CALCULATIONS
ZONE REQ. PLANTS PLANTS PROVIDED
BUILDING FOUNDATION PLANTINGS SHALL BE INSTALLED ACROSS
FOUNDATION 80% OF LENGTH OF BUILDING FACADE (34' = 27') PROVIDED 60' OF FOUNDATION PLANTINGS
(EXCEPT WHERE WALKS AND DRIVEWAYS ARE LOCATED)
PERIMETER LANDSCAPE AREAS SHALL BE AT LEAST 15' WIDE
PARKING ALONG EACH FRONTAGE OF PUBLIC STREET. ONE SHADE PROVIDED 15' OF LANDSCAPING AND 2 SHADE TREES
TREE PER 40 LINEAR FEET. (2 REQ.)
LANDSCAPING PLANTING SCHEDULE
PLANTED
SYMBOL COMMON NAME BOTANICAL NAME SIZE QUANTITY
RESTORE
LAWN DECIDUOUS TREES
Skyline Honeylocust Gleditsia triacanthos 'Skyline' 2" 4
Flowering Crabapple (Spring Snow) Malus x hybrid (Spring Snow) 2" 1
EVERGREEN TREES
Arborvitae - Nigra Thuja occidentalis 'Nigra' 6' 6
DECIDUOUS SHRUBS
Viburnum "Korean Spice" Taxus X Media "Densiformus" 18" - 24" 14
Goldmound Spirea Spiraea x bumalda 'Goldmound' 15"-18" 13
EVERGREEN SHRUBS
Taunton Yew Tauntonii 24" 10
Juniper "Grey Owl" Juniperus Virginieana "Grey Owl" 18" - 24" 11
LAWN
667
LAWN LAWN
667
12 GA. GALV. WIRE W/
LAWN REINF. RUBBER HOSE -
(2) REQ'D.
LAWN
2" x 2" x 8'-0"
667 CEDAR STAKES
2" MULCH
TREE WRAP
668 668 DECIDUOUS TREES 2" PEAT MOSS
LAWN
6" PREPARED BOWL
VARIES
6" ROLL BACK TOP
MIN. HALF BURLAP
WZK& ^^/KE>^ >
BREAK SUBGRADE
1'-0" 1'-0" 1'-0" W/ PICK
MIN. MIN. MIN.
8
66 VARIES
LAWN
TREE PLANTING DETAIL
PROPOSED COFFEE SHOP LAWN
530 S.F.
66
CIVIL F.F.=668.50 8 NOT TO SCALE
ARCH F.F.=100'-0"
668
PROPOSED COOLER ^, dd ^
250 S.F. NOTE: FOR MASS
CIVIL F.F.=668.50 PLANTINGS EXCAVATE ^, d/^^h NOV. 27, 2024
PAD=668.17 ENTIRE BED &
ARCH F.F.=100'-0" BACKFILL W/ Z s/^/KE^
PREPARED SOIL.
AD1 DEC. 20, 2024
2" MULCH AD3
LAWN APR. 25, 2025
2" PEAT MOSS AD4 JUNE 2, 2025
AD5 AUG. 7, 2025
6" AD7 SEPT. 18, 2025
2'-6" MIN. PREPARED BOWL
CB1 OCT. 22, 2025
VARIES ROLL BACK TOP
HALF BURLAP
6" 8" 8"
MIN. MIN. MIN.
BREAK SUBGRADE
VARIES W/ PICK
SHRUB PLANTING DETAIL :KEhD Z
NOT TO SCALE
240270800
^, dEhD Z
SCALE: 1"= 20'
C1.4
20' 0 20' 40'
CIVIL LANDSCAPE AND RESTORATION PLAN
Ø2 3/8" STEEL TUBING
12" 18"
Ø 7" ROUND FLANGE
6" 12"
1/4" R 36"
POURED IN PLACE XXX.XX TC
CONCRETE
2" R
ED
3/4" R MAX. RT
SEE PLAN
VE G
IN
4"-6" NOTE #1 DIN WZK: d/E&KZDd/KE
ED
SH
12"
6" MIN
6" MIN
3/8" THICK MILD STEEL
XXX.XX FL WITH Ø 9/16" HOLE OR
SEE NOTE #2 1/4" THICK STAINLESS
WITH Ø 7/16" HOLE
CRUSHED AGGREGATE BASE COURSE SPIKE
CONCRETE
NOTE: NOTES:
1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
1. USE 4% GUTTER CROSS SLOPE UNLESS OTHERWISE NOTED IN THE PLANS. 2. OWNER SHALL SELECT COLOR & FINISH
2. THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE 3. SEE SITE PLAN FOR APPROX. LOCATION. COORDINATE W/ OWNER PRIOR TO CONSTRUCTION.
SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MIN. GUTTER THICKNESS IS 4. MANUFACTURED BY MADRAX; PRODUCT: CS200-5-IG(SF); DESCRIPTION: CAPITAL SQUARE BIKE RAKE 5 BIKE
MAINTAINED.
3. SEE SITE PLAN & GRADING PLAN FOR INVERTED & SHEDDING CURB LOCATIONS
5 BIKE RACK DETAIL-WAVE TYPE
18" CONCRETE CURB & GUTTER DETAIL NOT TO SCALE
NOT TO SCALE
12" MIN
GALVANIZED ROUND CAP
PAINTED BLACK
RESERVED
PARKING
18" MIN
2' SEE PLAN COOLER
BUILDING LINE
PROVIDE (2) #4 VEHICLES WITH
VET OR DIS PLATES OR
BARS T & B STATE DISABLED CARD
4" CONC. WALK THIS SPACE
0.10' 6"
VARIES
#4's T&B BUILDING FELT
(IF APPLICABLE) VAN
1'-6"
1.5% SLOPE MAX.
CONCRETE PAD ACCESSIBLE
AGGREGATE BASE PAVEMENT
ADD VAN SIGN AT VAN
1'-6" ACCESSIBLE SPACES
PAVEMENT
5'-0' MIN
AGGREGATE BASE
2 3/8" DIA. STEEL
PIPE-PAINTED BLACK
UNDISTURBED SOIL OR FINISH GRADE
COMPACTED FILL TO A MIN. 95%
NOTE: SLOPE SLAB AWAY FROM COMPACTION
BUILDING AT 1.5% MAX. 6" MIN 6" MIN
6" CURB HEAD DETAIL
FLUSH WALK DETAIL NOT TO SCALE
NOT TO SCALE
SEE SITE PLAN FOR 3'-0"
CONTINUATION
1'-6"
6'-0" HANDICAP SIGNAGE WITHOUT CONCRETE BASE DETAIL
BUILDING FELT 5" CONC. RAMP R/F W/ #4's STOOP/SIDEWALK NOT TO SCALE
(IF APPLICABLE) T&B
PAVEMENT
XXX.XX TW 4" CONC. WALK 4" AGGREGATE BASE
XXX.XX BW 12 MAX. #4's T&B
6"
1'-6"
#4's T&B
MAX 1
1'-6"
PAVEMENT 1.5% SLOPE MAX.
CONSTRUCTION
JOINT (TYP)
WZK& ^^/KE>^ >
.
CURB TAPER DETAIL VARIES. SEE PLAN
NOT TO SCALE DETECTABLE 1-1/2" CONCRETE CAP (SMOOTH
WARNING PLATE FINISH)
AGGREGATE BASE SECTION
NOTE: SLOPE SLAB AWAY FROM
6" MIN BUILDING AT 1.5% MAX.
PLAN
66"x6" DIA. CONCRETE FILLED STEEL
PIPE (PAINTED) W/ 30" EXPOSURE.
COLOR BY OWNER
RAISED WALK DETAIL ALTERNATE: IDEAL SHIELD
BOLLARD COVER
NOT TO SCALE OWNER TO VERIFY COLOR
NOTE:
6'-0" ADA CURB RAMP SHALL CONFORM TO
THE CURRENT EDITION OF ADA
EXPAN. JOINT ^, dd ^
STANDARDS FOR ACCESSIBLE DESIGN FOR 1" MIN. BOND BREAKER
ALL REQUIREMENTS. ASPHALT OR LANDSCAPE- ^, d/^^h NOV. 27, 2024
1'-6" SEE SITE PLAN
EQ. Z s/^/KE^
AD2 FEB. 11, 2025
NEENAH FOUNDRY OR EQ.
2'-0" UNLESS OTHERWISE R-3067 CAST IRON FRAME & 5'-6" AD3 APR. 25, 2025
PAVEMENT
SPECIFIED GRATE
SEE PLAN
1:12 MAX. EQ.
AD5 AUG. 7, 2025
CONSTRUCTION
JOINT (TYP) AD7 SEPT. 17, 2025
FLOW ADA
SLOPE MAX.
1'-6"
ADJUST TO GRADE WITH PRECAST CONCRETE EXTENSION RINGS,
3'-0" (TYPICAL)
APPLY MORTAR IN JOINTS
6" AGGREGATE BASE
3'-0" (TYPICAL)
AGGREGATE BASE PER
PAVEMENT SECTION PRECAST CONC. M.H. SEGMENTS. SEAL
DETECTABLE WARNING SURFACE.
ALL JOINTS WATERTIGHT
SURFACE TO BE TRUNCATED DOMES WITH A BASE
18"Ø CONCRETE
PROVIDE COPOLYMER PROPYLENE PLASTIC STEPS M.A. IND. INC.
6'-0"
DIAMETER F 0.9" MIN. TO 1.4" MAX. AND A TOP ENCASEMENT
MODEL PS-2-PF-S (ASTM C-478) OR EQUAL AT A MAXIMUM OF 16" DIAMETER OF OF 50% MIN. TO 65% MAX. OF THE
O.C. IN ALL STORM STRUCTURES 5' OR GREATER IN DEPTH. BASE DIAMETER. HEIGHT OF DOMES SHALL HAVE A
HEIGHT OF 0.2". TRUNCATED DOMES SHALL HAVE
A CENTER-TO-CENTER SPACING OF 1.6" MIN. AND
12"
FLOW LINE 2.4" MAX. AND A BASE-TO-BASE SPACING OF 0.65"
MIN. :KEhD Z
SEE PLAN MIN. MEASURED BETWEEN THE MOST ADJACENT
CONSTRUCTION 6" DOMES ON THE GRID. DOMES SHALL BE ALIGNED
240270800
JOINT (TYP) IN A SQUARE GRID PATTERN.
NOTE: FINAL STRUCTURE SIZES TO
BE VERIFIED WITH THE SUPPLIER
PLAN
6" No. 1 STONE
UNDISTURBED EARTH
^, dEhD Z
CURB CUT DETAIL STORM CURB INLET DETAIL CURB RAMP DETAIL
C2.0
6" PIPE BOLLARD DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
CIVIL DETAILS
WZK: d/E&KZDd/KE
INSTALL IN ACCORDANCE WITH
NOTE: ADDITIONAL POST DEPTH OR TIE BACKS WDNR TECHNICAL STANDARD 1056
MAY BE REQUIRED IN UNSTABLE SOILS FLOW DIRECTION
FOLD
3" MAX.
SUPPORT CORD GEOTEXTILE
3 FABRIC
WOOD POSTS
LENGTH 3'-4' GEOTEXTILE
20" DEPTH FABRIC
IN GROUND 3'-0
"M
AX FLOW
. *
INSTALL IN ACCORDANCE WITH WI DNR \
WOOD POST
TECHNICAL STANDARD 1057 (CURRENT 2'-0"
3'-0
"M
EDITION) 3" TO 6" STONE AX
. *
12" MINIMUM THICKNESS 3'-0
WOOD POST
GEOTEXTILE
"M
AX FABRIC
. *
GEOTEXTILE
3'-0
TWIST METHOD
FABRIC ONLY "M
AX
. *
EXISTING STABILIZED FLOW DIRECTION
BACKFILL & COMPACT
SURFACE GEO-TEXTILE FABRIC LINER TRENCH WITH
AS NEEDED EXCAVATED SOIL GEOTEXTILE
NOTE: FABRIC
TRACKING MATS SHALL BE INSPECTED DAILY.
DEFICIENT AREAS SHALL BE REPAIRED OR REPLACED ATTACH THE FABRIC TO
THE POSTS WITH WIRE
IMMEDIATELY STAPLES OR WOODEN LATH N
GEOTEXTILE
TIO WOOD POST FABRIC
AND NAILS EC 2 1'-0" MIN.
DIR
OW
FL
TRACKING PAD MIN. 2'-0" MIN. WOOD POST
A
MIN.
* NOTE: 8'-0" POST SPACING ALLOWED IF A 5
WOVEN GEOTEXTILE FABRIC IS USED.
HOOK METHOD
EXISTING PAVED STREET
SILT FENCE JOINING TWO LENGTHS OF SILT FENCE
GENERAL NOTES
TIEBACK BETWEEN FENCE 1 HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT
POST AND ANCHOR AT TOP OF POSTS.
GEOTEXTILE
FABRIC 2 TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT
SILT FLOW DIRECTION TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
2
MIN.
FENCE
A FLOW DIRECTION
3 WOOD POSTS SHALL BE A MINIMUM SIZE OF 1" X 1" OF OAK OR HICKORY.
TRACKING PAD SHALL BE FULL 4 SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.
WIDTH OF THE EGRESS POINT 5 CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING
ANCHOR STAKE EXCESS
MIN. 18" LONG LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE
FABRIC FOLLOWING TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR
ROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE
SILT FENCE TIE BACK
LENGTH.
(WHEN ADDITIONAL SUPPORT REQUIRED) TRENCH DETAIL This drawing based on Wisconsin
Department of Transportation
SILT FENCE
Standard Detail Drawing 8 E 9-6.
SILT FENCE - INSTALLATION DETAIL
TRACKPAD DETAILS NOT TO SCALE
NOT TO SCALE
WZK& ^^/KE>^ >
NEENAH FOUNDRY OR EQ.
R-3067 CAST IRON FRAME &
GRATE
^, dd ^
^, d/^^h NOV. 27, 2024
ADJUST TO GRADE WITH PRECAST CONCRETE EXTENSION RINGS,
Z s/^/KE^
APPLY MORTAR IN JOINTS
AD2 FEB. 11, 2025
AGGREGATE BASE PER
PAVEMENT SECTION PRECAST CONC. M.H. SEGMENTS. SEAL AD3 APR. 25, 2025
ALL JOINTS WATERTIGHT AD5 AUG. 7, 2025
PROVIDE COPOLYMER PROPYLENE PLASTIC STEPS M.A. IND. INC.
MODEL PS-2-PF-S (ASTM C-478) OR EQUAL AT A MAXIMUM OF 16"
O.C. IN ALL STORM STRUCTURES 5' OR GREATER IN DEPTH.
12"
MIN. FLOW LINE
SEE PLAN
6"
NOTE: FINAL STRUCTURE SIZES TO
BE VERIFIED WITH THE SUPPLIER
6" No. 1 STONE
UNDISTURBED EARTH
STORM CURB INLET DETAIL
NOT TO SCALE :KEhD Z
240270800
^, dEhD Z
INLET PROTECTION DETAIL
CIVIL DETAILS
C2.1
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A2.4
6
5'-2"
4" / 12" MP-2 BLUE ROOF PANELS
AND TRIM TO MATCH SHELF
R-15 BATT INSULATION MAIN BUILDING
SIDING PER ELEVATIONS 28" x 80" ALUMINUM FRAME DOOR w/
5'-0" FLAME RETARDANT GRAY VINYL-LAMINATED
7/16" OSB w/ WEATHER RESISTANT BARRIER FRP OVER OSB
POLYESTER PANELS AND TRANSPARENT
PROJECT INFORMATION
COATING - SET ALL SEAMS IN CONT.
VINYL "WINDOW" IN UPPER PANEL
SEALANT; SEAL ALL SHEET SEAMS WITH
MANUF. RECOMMENDED TAPE PRODUCT
1'-0"
1/4' RUBBER FLOORING RETURNED 6" 4" / 12" 4" / 12"
10'-2" 10'-0"
UP BASE OF WALL - WELD ALL SEEMS
REFER TO THE STRUCTURAL A2.4 5
AND SECURE TOP WITH APPROVED CAP 7 A2.4
DRAWINGS FOR ATTACHMENT
2 1/2" ELEVATED FLOOR PLATFORM
WITH RUBBER NON-SLIP FINISH TYP.
2425 WEST MASON STREET ● GREEN BAY, WI 54304
1'-2 1/4" 2'-4" 1'-2 1/4"
5'-0" 3'-0"
CONCRETE
4" / 12"
1'-0"
7-BREW GREEN BAY
1'-0" 3'-0" 1'-0"
5'-0"
PROPOSED COFFEE SHOP FOR:
3 WARMING HUT WALL DETAIL
A2.4 SCALE: 1 1/2" = 1'-0" 4
TYP. OF (6) ATTACHMENTS A2.4
2 WARMING HUT ROOF PLAN
A2.4 SCALE: 3/8" = 1'-0"
1 WARMING HUT FLOOR PLAN
A2.4 SCALE: 3/8" = 1'-0"
MP-2 BLUE ROOF PANELS AND
TRIM TO MATCH MAIN HANGING ELECTRIC HEATER;
MP-2 BLUE ROOF PANELS AND
BUILDING POWER FOR HEATER FROM
TRIM TO MATCH MAIN
HANGING ELECTRIC FANS; POWER CANOPY OUTLET ABOVE
BUILDING
FROM CANOPY OUTLET ABOVE
1'-0" 1'-4 1/2"
1'-4 1/2" 1'-4 1/2"
1'-0" 1'-4 1/2"
HANGING ELECTRIC FANS; POWER
FROM CANOPY OUTLET ABOVE MP-2 BLUE ROOF PANELS AND MP-2 BLUE ROOF PANELS AND
TRIM TO MATCH MAIN TRIM TO MATCH MAIN
BUILDING BUILDING
36" x 48" ANODIZED ALUMINUM
HANGING ELECTRIC HEATERS;
WINDOW
POWER FROM CANOPY OUTLET
HANGING ELECTRIC HEATERS;
5'-0"
BRK-1 SIDING TO MATCH BUILDING ABOVE
BRK-1 SIDING TO MATCH BUILDING POWER FROM CANOPY OUTLET BRK-1 SIDING TO MATCH BUILDING
4'-0" 4'-0"
9'-4 1/2" 9'-4 1/2" 9'-4 1/2"
OPEN ABOVE
36" x 48" ANODIZED ALUMINUM OUTLET
WINDOW BRK-1 SIDING TO MATCH BUILDING
SHELF
8'-0"
OUTLET 7'-0" OUTLET
BRK-2 SIDING TO MATCH BUILDING BRK-2 SIDING TO MATCH BUILDING
OPENING
BRK-2 SIDING TO MATCH BUILDING BRK-2 SIDING TO MATCH BUILDING HUT TO RECEIVE 2 1/2" ELEVATED
FLOOR PLATFORM WITH RUBBER
ELECTRIC HEATER; POWER FROM 3'-0" 3'-0" 1/4" THICK ACRYLIC SIGNAGE APPLIED 3'-0" NON-SLIP FINISH; PROVIDE DESIGN
CANOPY OUTLET ABOVE TO SIDING WITH DOUBLE-SIDED TAPE DRIVE THRU COFFEE TO ACCOMMODATE SLOPING
GROUND AT INSTALL LOCATION
PROFESSIONAL SEAL
7 WARMING HUT - ELEVATION 6 WARMING HUT - ELEVATION 5 WARMING HUT - ELEVATION 4 WARMING HUT - ELEVATION
A2.4 SCALE: 3/8" = 1'-0" A2.4 SCALE: 3/8" = 1'-0" A2.4 SCALE: 3/8" = 1'-0" A2.4 SCALE: 3/8" = 1'-0"
SHEET DATES
ISSUED FOR CONSTRUCTION
IFC OCT. 22, 2025
CB1 OCT. 22, 2025
C:\Revit Local\240270800_Arch_Central_25_kelly.hCFUB6.rvt
JOB NUMBER
240270800
SHEET NUMBER
10/22/2025 10:12:21 AM
ARCHITECTURAL WARMING HUT
A2.4
Approved Site Plan August 2025
Report to the
Zoning & Planning Board of Appeals
of the City of Green Bay
MEETING DATE PREPARED BY
January 20, 2026 Jon LeRoy, Zoning Administrator
AGENDA ITEM # E.2
(Appeal 26-03) Consideration with possible action on a variance request from Brianna Hammersley
(applicant and property owner), requesting to exceed driveway standards for a one- or two-family residence
at 1035-1039 Bellevue Street.
BACKGROUND
The applicant seeks variance relief from one section of the Green Bay Municipal Code,
Chapter 44: Zoning
Sec.44-1746 (3) Driveway Width (e.)
Front yard space is limited to no greater than eight feet in width beyond the garage door opening but shall not be
located in front of the primary entrance to the residence.
The applicant is seeking to create a front yard space beyond the garage door opening located in front of the
primary entrance to the residence.
The applicant applied for a building permit in September 2025 to create a front porch reconstruction and
patio expansion for a two-family residence at 1035-1039 Bellevue Street. Said attached application with site
plan was approved and had no mention of driveway expansion. Inspection staff went to the residence post
construction and discovered the addition of an additional driveway stall in front of a primary residence added
to both sides of the driveway to serve both duplex units.
The code allows for an additional driveway stall adjacent to a driveway if a one or two-family residence has a
single stall attached garage leading to the unit.
(44-1746 (3.) d.)
However, the code does not allow for the expansion to occur if the additional space is located in front of
the primary entrance to the residence. The unpermitted driveway expansion is located in front of the
primary entrance to the residence(s).
To give background on this, it appears this part of the code was more clearly defined in 2009, which noted
that the parking space exception could not permit a driveway space in front of the door. Reasoning behind
this includes:
-Clear access needed for emergency services
-Clear access to pedestrians (delivery drivers, guests, neighbors) to access the front door of a home
-Reduction of emphasis of accessory use (driveway parking) at the front of a home
Staff has been in contact with the Fire Department on this matter. Given the nature of the home with bay
windows near the front entry, FD would not be opposed, in this case, to direct, unblocked access because
the bay window opening is prevalent to achieve ingress/egress in this instance.
The applicant has also added a document of street view photos of similar situations in the neighborhood.
100 North Jefferson Street, Green Bay, Wisconsin 54301-5026
greenbaywi.gov
Three examples are shown, and all three received a variance during the 2000s and early 2010s.
RECOMMENDATION
FISCAL IMPACT
ATTACHMENTS
1. 26-03 Variance Application Redacted
2. 26-03 Site Photos
3. 26-03 Approved Site Plan
4. 26-03 Building Permit Application 09102025
5. 26-03 Applicant Provided Neighborhood Examples
page 2 of 2
Applicant provided examples of
expanded driveways in
neighborhood.