HomeMy WebLinkAboutItem II
PLAN COMMISSION STAFF REPORT DECEMBER 7, 2021
ITEM II: SPECIFIC IMPLEMENTATION PLAN FOR AN INDOOR INSTITUTIONAL
USE AT THE NORTHWEST CORNER OF CEAPE AVENUE AND BROAD
STREET
GENERAL INFORMATION
Applicant: Day by Day Warming Shelter
Owner: Oshkosh Housing Authority
Action(s) Requested:
The applicant requests approval of a Specific Implementation Plan for an indoor institutional
use at the northwest corner of Ceape Avenue and Broad Street.
Applicable Ordinance Provisions:
Planned Development standards are found in Section 30-387 of the Zoning Ordinance.
Property Location and Background Information:
The subject area included in the request consists of a vacant commercial lot and vacant
residential lot with a total of approximately 1.64 acres. The vacant commercial lot has frontage
on Ceape Ave., Broad St., and Otter Ave. The vacant residential lot has frontage on Broad St.
The surrounding area consists primarily of residential uses to the north and east along with
Riverside Park to the south and Court Tower Condominium to the west. The 2040
Comprehensive Plan recommends Center City land use for the subject properties.
On July 27, 2021, a zone change was approved to have the site zoned Institutional and add a
Planned Development overlay, along with Conditional Use Permit/General Development Plan
for an indoor institutional development on the subject site.
Subject Site
Existing Land Use Zoning
Vacant Commercial & vacant residential I-PD
Adjacent Land Use and Zoning
Existing Uses Zoning
North Residential UMU & TR-10
South Riverside Park I-PD-RFO
East Residential TR-10
West Multi-family residential I
Page 1
ITEM II: SIP NW corner Ceape Ave. & Broad St. 2
Recognized Neighborhood Organizations
River East
Comprehensive Plan
Comprehensive Plan Land Use Recommendation Land Use
2040 Land Use Recommendation Center City
ANALYSIS
Use
The applicant is proposing to combine the two subject parcels into a single lot for an
institutional residential development (Day by Day Warming Shelter). A CSM will be required to
combine the parcels, and will need to be submitted to the Department of Community
Development for review. The proposed development includes a single story 13,124 sq. ft.
warming shelter which will provide overnight accommodation for the local homeless
population, allowing up to 50-60 guests per night. The site will also include a 13-stall parking
lot for employee and guest parking, with one-way access from Broad Street to Otter Avenue.
The proposed use has been approved through a Conditional Use Permit/General Development
Plan (7/27/21).
Site Design/Access
Page 2
ITEM II: SIP NW corner Ceape Ave. & Broad St. 3
Required Provided
Parking Spaces None 13
Impervious Surface Maximum: 60% of lot 63.6% of lot
Minimum Provided
Front Setback (Ceape Ave.) 30 ft. 23 ft. (roof overhang)
Front Setback (Otter Ave.) 30 ft. 27 ft. +/- (pavement)
Street Side Setback (Broad St.) 25 ft. 7.3 ft. (building)
Side Setback (west) 7.5 ft. 10 ft.
Side Setback (east) 7.5 ft. 7 ft.
Side Setback (north) 7.5 ft. 11 ft.
The proposed plan will require base standard modifications (BSMs) for reduced front setbacks
along Otter Ave. and Ceape Ave. (minimum 30’ setback), reduced street side setback along
Broad St. (minimum 25’ setback), and reduced side yard setback (east). According to the
applicant, setback reductions are needed to meet the needs of the building program and
easements located along the south and west property lines as well as vehicle access and parking
further limit usable space on the site.
Staff is supportive of BSMs for the reduced setbacks as site constraints related to the lot
configuration result in difficulties meeting setback requirements. The reduced setbacks are
appropriate as the property is located within a relatively high density center city area that
would typically see smaller setbacks than required by Institutional zoning. Also, as neighboring
properties within the block are zoned UMU which would allow for 0’-5’ setbacks, the proposed
setbacks will be consistent with the surrounding properties.
The total impervious surface ratio for the site is slightly over the maximum of 60% for the
Institutional district. The applicant has stated that this is necessary to allow for the needed
building and parking area on the site. Staff is supportive of a BSM to allow the increased
impervious surface, again, due to the unique lot configuration and center city location of the
property which would typically see higher density development with higher impervious
surface ratios. The surrounding UMU zoning allows for up to 85% impervious surface, so the
proposed 63.6% impervious surface ratio is consistent with the surrounding area. The applicant
has provided increased landscaping to offset the reduced setbacks and increased impervious
surface ratio.
The site plan shows a total of 13 parking stalls. According to the applicant, the provided
parking stalls will accommodate 10 daytime staff and 2-3 guest spaces. As the site is located
within the Parking Requirement Exemption Overlay, there is no minimum number of parking
stalls required. Staff feels the provided number of parking stalls is appropriate based on the use
of the site.
Signage
Page 3
ITEM II: SIP NW corner Ceape Ave. & Broad St. 4
The proposed site plan includes a monument sign along Ceape Avenue that is located under the
roof overhang near the entrance. Sign dimensions have not been included, but appear to be
within the maximum sign area for the Institutional district of 1 sq. ft. per linear foot of frontage
and under the maximum height of 15’. Final signage plans will be addressed under a separate
building permit.
Landscaping
Points Required Points Provided
Building Foundation 202.8 (101.4 main entrance) 221 (88 main entrance)
Paved Areas
65 (19.5 tall trees, 26
shrubs)
156
(100 tall trees, 56 shrubs)
Street Frontage (Ceape
Ave.) 174.5 (87.25 medium trees) 137.5 (82.5 medium trees)
Street Frontage (Broad St.) 169.4 (84.7 medium trees) 282.5 (127.5 medium
trees)
Page 4
ITEM II: SIP NW corner Ceape Ave. & Broad St. 5
Street Frontage (Otter
Ave.) 48.3 (24.15 medium trees) 30 (30 medium trees)
Yards 267 275
TOTAL 927 1,102
Building Foundation
The building foundation landscaping point requirement of 40 landscaping points per 100 linear
feet of building foundation is being met for the proposed building. However, the plan is
slightly short of the requirement that 50% of the points be on the main entrance (south) side of
the building.
Staff is supportive a BSM to allow the slight reduction as the building has two street facing
facades, resulting in difficulty meeting this specific requirement. Staff feels that the provided
building foundation landscaping has been appropriately placed along the building facades.
Paved Area
The paved area requirement of 50 landscaping points per 10 parking stalls or 10,000 sq. ft. of
paved area is being more than doubled. The code further specifies 30% of all points will be
devoted to tall trees and 40% will be devoted to shrubs. Both of these requirements are being
met.
A tall deciduous or shade tree is required at the end of all parking row ends and driveway
entrances. The plan is missing deciduous trees at two parking row ends that will need to be
added. This can be addressed during Site Plan Review.
Street Frontage
Code requires 100 points per 100 feet of street frontage. The landscaping ordinance also
specifies that 50% of the required points must be devoted to medium trees. The landscape plan
is short of the total street frontage point requirement for the Ceape Ave. and Otter Ave.
frontages as well as the medium tree point requirement for the Ceape Ave. frontage.
The plan significantly exceeds the street frontage point requirement for the Broad St. frontage
and results in the total street front landscaping exceeding the minimum requirement for the
three frontages, as well as the medium tree point requirement. Staff is supportive of BSMs for
the point reductions along the Otter Ave. and Ceape Ave. frontages as the total street frontage
point requirement is being exceeded. All street frontage landscaping will need to be planted so
that the drip line is within 10’ of the right-of-way line. This can be verified during site plan
review.
Yards
Code requires 20 landscaping points per 1,000 sq. ft. of gross floor area. The provided yard
landscaping points exceed this requirement.
The Oshkosh Police Department has also reviewed the plan and noted that all shrubs should be
trimmed to a maximum height of 2 ft. tall and not blocking any windows or doors and the trees
Page 5
ITEM II: SIP NW corner Ceape Ave. & Broad St. 6
shall be trimmed up to 6 ft. high to keep line of sight unobstructed. Planning staff will verify
that this is reflected in the landscaping maintenance schedule as part of the Site Plan Review
process.
Storm Water Management/Utilities
The Department of Public Works has reviewed the plans and noted that sidewalk shall be
installed through the driveway aprons and final submitted plans are required to be in full
compliance with the requirements of the City of Oshkosh Municipal Code Chapter 14 for storm
water management.
Site Lighting
The applicant has not submitted a photometric lighting plan for the site, but has noted that they
intend to meet all applicable lighting requirements. A minimum 0.4 footcandle lighting level
must be provided for all parking/drive areas and the lighting levels under the maximum of 0.5
footcandles at the property lines. Light fixture height may not exceed 20’ and must be full cut-
off fixtures. Staff will also work with the Police Department to verify that final lighting plans
provide a safe environment for the site. These items will be reviewed during the Site Plan
Review process.
Building Facades
Building Materials
The City’s Exterior Design Standards do not apply to Institutional land uses. However, the
exterior design may be reviewed as part of the Planned Development review process. The
petitioner has provided elevations for the building as well as a material list and material
breakdown for the building for each building facade. The specific elevations breakdown is as
follows:
North: Class I – 26% Class III – 74%
South: Class I – 39% Class III – 61%
East: Class I – 66% Class III – 34%
West Class I – 11% Class III – 89%
Page 6
ITEM II: SIP NW corner Ceape Ave. & Broad St. 7
The proposed building elevations consist of a combination of stone panel, brick veneer,
composite lap siding, and glazing. When compared to the Class I material allotment that would
be required under commercial standards, the proposed elevations are under the minimum of
50% Class I materials for the north, south, and west facades and exceeding 50% Class I materials
on the east facade. Staff feels that the proposed facades consist of a sufficient proportion of
Class I materials as the total of the street facing facades (south/east) exceeds 50% of the façade
area. The proposed elevations were presented to Plan Commission at a workshop on June 1,
2021. Plan Commission voiced support for the proposed building design.
Overall Site
The submitted plans are consistent with the approved Conditional Use Permit/General
Development Plan for the site. Base Standard Modifications are being requested for reduced
setbacks, increased impervious surface ratio, and specific landscaping requirements. Staff feels
that the additional landscaping being provided beyond the code minimum serves to offset the
requested BSMs and the overall site is complimentary to the surrounding area.
FINDINGS/RECOMMENDATION/CONDITIONS
In its review and recommendation to the Common Council on an application for a Planned
Development district, staff recommends the Plan Commission consider findings based on the
criteria established by Chapter 30-387 (C)(6):
(a) The proposed Planned Development project is consistent with the overall purpose
and intent of this Chapter.
(b) The proposed Planned Development project is consistent with the City’s
Comprehensive Plan and other area plans. (It is the responsibility of the City to
determine such consistency.)
Page 7
ITEM II: SIP NW corner Ceape Ave. & Broad St. 8
(c) The proposed Planned Development project would maintain the desired
relationships between land uses, land use densities and intensities, and land use impacts
in the environs of the subject site.
(d) Adequate public infrastructure is or will be available to accommodate the range of
uses being proposed for the Planned Development project, including but not limited to
public sewer and water and public roads.
(e) The proposed Planned Development project will incorporate appropriate and
adequate buffers and transitions between areas of different land uses and development
densities/intensities.
(g) The proposed architecture and character of the proposed Planned Development
project is compatible with adjacent/nearby development.
(h) The proposed Planned Development project will positively contribute to and not
detract from the physical appearance and functional arrangement of development in the
area.
(i) The proposed Planned Development project will produce significant benefits in terms
of environmental design and significant alternative approaches to addressing
development performance that relate to and more than compensate for any requested
exceptions/base standard modifications variation of any standard or regulation of this
Chapter.
Staff recommends approval of the Specific Implementation Plan with the findings listed above
with the proposed following conditions:
1. BSM to allow reduced front setback (Otter Ave.) to 27’, where code requires a 30’
setback.
2. BSM to allow reduced front setback (Ceape Ave.) to 23’, where code requires a 30’
setback.
3. BSM to allow reduced street side setback (Broad St.) to 7.3’, where code requires a 25’
setback.
4. BSM to allow reduced side setback to 7’, where code requires a 7.5’ setback.
5. BSM to allow increased impervious surface ratio to 63.6%, where code allows a
maximum of 60%
6. BSM to allow reduced building foundation landscaping points on the main entrance side
to 88 points, where code requires 101.4 points.
7. BSM to allow reduced street frontage landscaping (Ceape Ave.) to 137.5 points including
82.5 medium tree points, where code requires 174.5 points including 87.25 medium tree
points.
8. BSM to allow reduced street frontage landscaping (Otter Ave.) to 30 points, where code
requires 48.3 points.
9. Final landscaping, lighting, and signage plans shall be reviewed and approved by the
Department of Community Development.
Page 8
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1934 Algoma Blvd | Oshkosh WI 54901 | P 920.426.4470 | F 920.426.8847
November 8, 2021 SIP Project Narrative
Project: Day by Day Warming Shelter Ceape Ave
Day by Day Warming Shelter is requesting Specific Implementation Plan (SIP) approval for a new facility located on Ceape Ave. the site has previously been
rezoned I-PD (Institutional – Planned Development) by council ordinance 21-389.
This site also has a previously approved General Development Plan (GDP) and Conditional Use Permit (CUP) by council resolution 21-391. The area of the proposed site is .86 acres and is currently vacant property. The
proposed warming shelter will be a single-story building with a 13,124 square foot
footprint, detached waste enclosure and on-site staff/guest parking. Stormwater will be routed to a proposed stormwater pond on the northeast corner of the property.
SIP Narrative Requirements:
• Specific project themes and images o The exterior of this building is a mixture of brick veneer, stone panels, composite siding and glazing to meet city design standard
requirements.
• Specific land use o The proposed use of this facility is Institutional Residential which is allowed in the Institutional Zoning with a CUP. The CUP was
previously approved by council resolution 21-391.
• Specific non-residential density o The proposed facility will be a 13,124 square foot footprint area. The proposed site will include 23,947 square feet (63.6%) impervious area
(building, walks, parking) and 13,719 square feet (36.4%) open space.
• Specific treatment of natural features and parkland o The major natural features and parklands near this site are the Fox Rive and the Leach Amphitheater. These features are located to the
south but not immediately adjacent to this property. The proposed
development will not negatively impact these features and will compliment other properties and facilities in the area.
• Specific relationship to nearby properties and public streets
o The proposed site is located an the corner of Ceape Ave and Broad St
and will be compatible with the surrounding zoning and uses. The main
Page 12
1934 Algoma Blvd | Oshkosh WI 54901 | P 920.426.4470 | F 920.426.8847
building entrance will face Ceape Ave and vehicle access to the site will
be from Broad St. the parking area will be a one-way flow entering on Broad St and exiting onto Otter Ave.
• Statistical data on minimum lot sizes in the development, the precise areas of all development lots; density/intensity of various parts of the development;
building coverage, and landscaping surface area ration of all land uses;
proposed staging
o The lot size is 37,666 square feet. The proposed site will contain a building footprint of 13,124 square feet (.30 acres), 10,823 square feet (.25 acres) of impervious surface and 13,719 square feet (.31 acres) of
open space. Based on these surface coverages, the site is comprised
of 63.6% impervious surface and 36.4% open space. The proposed project will be completed in one phase.
• Statement of rationale as to why PD zoning is proposed. This statement
shall list the standard zoning requirements that, in the applicant’s opinion, would inhibit the development project and the opportunities for community betterment that are available through the proposed PD project. o This site has an approved GDP and the SIP is a requirement for this site.
• A complete list of zoning standards that would not be met by this proposed SIP and the location in which such exceptions/base standard modifications would occur o Maximum impervious surface ratio: This development will slightly
exceed this requirement due to the program requirements of this facility.
o Minimum front, side and rear yard setbacks: Slight reductions in the front, side and rear yard setbacks are required to meet the needs of the building program. Easements located along the south and west property lines as well as vehicle access and parking further limit the
usable space on the site.
o Parking provided on site will accommodate 10 daytime staff and two to three guest spaces. The ordinance is unclear as to specific parking requirements for this type of facility. Looking at the parking requirements listed, any additional parking onsite is not possible.
Based on the use of this facility, guest rarely have vehicles which would then require minimal guest parking therefore leaving the onsite parking primarily for staff use.
• Phasing schedule
o All work for this project will be completed in a single phase.
• Agreements, bylaws and covenants o None of these documents apply to this property.
• How is the SIP consistent with the GDP
o The building footprint is unchanged from the GDP approval.
o The building location on the site was shifted to the north on the site due to a previously unknown utility easement along the south property line.
Page 13
1934 Algoma Blvd | Oshkosh WI 54901 | P 920.426.4470 | F 920.426.8847
o This change in location increased the originally proposed front yard setback, but also then slightly reduced the onsite parking availability.
o The vehicle access is a one-way flow to minimize vehicular conflicts with neighboring properties. o Landscaping shown on the landscape plan may yet be required to be
adjusted in the area of the main entrance for security reasons. this issue will be further reviewed with continued project development.
o Exterior lighting has not yet been completed. Consultants were recently engaged to design these systems. Exterior lighting will be designed to comply with ordinance and code requirements.
o Hours of operation for this facility remain the same, 6:00pm to 8:00am.
Page 14
Proposed Building
Proposed Asphalt
Proposed Concrete
Proposed Gravel
ONE
WAY
ONEWAYLot 2
(CSM 6702)
37,662 Sq. Feet
0.8646 Acres
Lot Area
3,342 Sq. Feet
0.0767 Acres
48.3'169.6'121.5'55.0'60.8'55.0'60.8'169.4'174.5'338.0'Proposed Parking Lot
ProposedParkingLot
Replace
Sidewalk
Replace Sidewalk
Proposed
Building
23'155'7'
Propose
d
Stormwat
e
r
Pond
Relocate
Light Pole
25.5'
New Ac
c
e
s
s
Stop SignOne Way
Do Not Enter
Sign
7'
150'100'18'5'
6'70'106'
16'
10'
11'
ProposedDumpsterEnclosure
10'
22'23'33.81'New Access24'16.6'
5.7'5'28'25'103'29.8'
31.5'9'FF=753.60
R8'
16'
8'
7.3'
129'11'Sign
RoofOverhang
Handrail 40.6'Provide
Curb Ramp
LEGEND
Overhead Utility Lines
Utility Guy Wire
Underground Electric
Underground Gas Line
Underground Telephone
Fence - Steel
Index Contour - Existing
Intermediate Contour - Existing
Sanitary MH / Tank / Base
Storm Manhole
Inlet
Catch Basin / Yard Drain
Hydrant
Utility Valve
Utility Pole
Light Pole / Signal
Guy Wire
Ex Spot Elevation
Deciduous Tree
Coniferous Tree
Benchmark
Asphalt Pavement
Concrete Pavement
Gravel
Sanitary Sewer (Pipe Size)
Storm Sewer (Pipe Size)
Water Main (Pipe Size)PageAuthor:Date:C1.0JRDLast Saved by:jenniferFilename:6844eng.dwgDay by Day Warming Shelter
City of Oshkosh, Winnebago County, WI
For: Mike Karrels
SITE PLAN
DAVEL ENGINEERING &
ENVIRONMENTAL, INC.
Civil Engineers and Land Surveyors
1164 Province Terrace, Menasha, WI 54952
Ph: 920-991-1866 Fax: 920-441-0804
www.davel.pro
20 0 20 40 60
11/2/2021NO SCALE
LOCATION MAP
SW 1/4 SEC 24, T 18 N, R 16 E,
CITY OF OSHKOSH
WINNEBAGO COUNTY, WI
2425E 9th AveOregon StProjectLocation
2423 24
23 2426 25
Fo
x
R
i
v
e
r Broad St.STH "45"WashingtonAve
Ceape A
v
e
Otter Av
e
SHEET INDEX:
Sheet Page
Site Plan C1.0
Topographic Survey C1.1
Utility Plan C1.2
Drainage and Grading Plan C1.3
Erosion & Sediment Control Plan C1.4
Construction Details C2.1
Pond Details C2.3
Owner
Oshkosh Housing Authority
Day by Day Warming Shelter
600 Merritt Ave.
Oshkosh, WI 54901
Architect
T.R. Karrels & Associates
1934 Algoma Blvd.
Oshkosh, WI 54901
Telephone:(920) 426-4470
Site Information
Proposed Day by Day Warming Shelter
420 Ceape Ave.
Oshkosh, WI 54901
Parcel # 0800280000
Building Coverage 13,124 SF
Parking and Drives 9,455 SF
Concrete Walks 1,368 SF
Lawn and Landscaping 13,718.79 SF
Total Site Area 37,665.79 SF (0.86 Acres)
Zoning
Existing Zonings: UMU-PD & UMU
Zoning Descriptions: Urban Mixed-Use Planned Development Overlay &
Adjacent Zonings: North & East: UMU & TR-10
South: CMU-RFO & I-PD-RFO
West: I & CMU
Setbacks
City of Oshkosh:
A)Urban Mixed Use - Planned Development Overlay
Setbacks:
Front Yard: 25'
Side Yard: 7.3'
Rear Yard: 40.6'
Height: 16'
B)Urban Mixed Use
Setbacks:
Front Yard: 25 Feet (Residential); 0 Feet (NonResidential)
Side Yard: 7.5 Feet (Residential); 0 or 5 Feet (NonResidential)
Rear Yard: 25 Feet (Residential); 5 Feet (NonResidential)
Height: 35 Feet (Residential); 45 Feet (NonResidential)
Notes:
Contractor shall locate all buried facilities prior to excavating. This plan may not correctly or completely
show all buried utilities.
The Contractor shall verify all staking and field layout against the plan and field conditions prior to
constructing the work and immediately notify the Engineer of any discrepancies.
The Contractor shall comply with all conditions of the Erosion Control Plan and the Storm Water discharge
Permit. All Erosion Control shall be done in accordance with the Plan and Wisconsin DNR Technical
Standards.
All curb and gutter shall be reject (inverted pan) unless noted on C1.4.
Repair curb in accordance with City of Oshkosh curb repair details for the access locations to be closed or
partially closed per plan.
Driveways shall be constructed in accordance with City of Oshkosh specifications including sidewalk
replacement within the driveway and may require adjacent sidewalk replacement for minor grade changes
or sidewalk conditions.
Otter and Ceape Aves are truck routes and are designed to handle heavy traffic.
All public sidewalk repairs over trenches require reinforcing bars (3 - #4 bars equally spaced).
ADA Accessible Public Sidewalks shall be maintained throughout construction.
Parking lot striping shall be 4" painted safety yellow.
No Hazardous materials will be stored on the site.
Snow storage shall be located beyond curb in lawn areas.
Demolition to include structures, pavements, and trees not shown to be preserved on development plans;
Refer to Topographic Survey for existing site conditions.
Proposed traffic signs shall be in accordance with the Manual of Uniform Traffic Control Devices (MUTCD),
latest edition.
Page 15
SIP
400 CEAPE AVE
PC: 12-07-21
MICHAEL L MILLER
3267 CLAIRVILLE RD
OSHKOSH, WI 54904
JOHN B SULLIVAN
406 OTTER AVE
OSHKOSH, WI 54901
KEITH A/AMANDA M WIRCH
402 OTTER AVE
OSHKOSH, WI 54901
BRIAN A/MARGART BREUER
5255 IVY LN
OSHKOSH, WI 54904
CITY OF OSHKOSH
PO BOX 1130
OSHKOSH, WI 54903
SARAH A MUELLENBACH
421 OTTER AVE
OSHKOSH, WI 54901
KAKOLA B AUGUSTIN/FURAHA
LUTONDE
415 OTTER AVE
OSHKOSH, WI 54901
GABRIELSON PROPERTIES LLC
1731 MILL POND LN
NEENAH, WI 54956
ANGELA J KOHNKE
112 BROAD ST
OSHKOSH, WI 54901
SYMPHONY HOMES LLC
1130 SYMPHONY BLVD
NEENAH, WI 54956
KATHY WEBB
543 OTTER AVE
OSHKOSH, WI 54901
TAMMY HACKETT
349 BOWEN ST
OSHKOSH, WI 54901
CARMEN LEAL
521 OTTER AVE
OSHKOSH, WI 54901
DAY BY DAY WARMING SHELTER
449 HIGH AVE
OSHKOSH, WI 54901
OSHKOSH HOUSING AUTHORITY
600 MERRITT AVE
OSHKOSH, WI 54901
Page 16
Riverside Park
CEAPE AVCEAPE AV
BROAD STBROAD STOTTER AVOTTER AV
COURT STCOURT STWAUGOO AVWAUGOO AV
POPLAR AVPOPLAR AVBROAD STBROAD STC:\Users\Public\Desktop\2020 Plan Commission Site Plan Map Template.mxd User: hannahs
Prepared by: City of Oshkosh, WI
Printing Date: 11/16/2021
1 in = 120 ft1 in = 0.02 mi¯400 CEAPE AVE400 CEAPE AVE
City of Oshkosh maps and data are intended to be used for general identification purposes only, andthe City of Oshkosh assumes no liability for the accuracy of the information. Those using theinformation are responsible for verifying accuracy. For full disclaimer please go towww.ci.oshkosh.wi.us/GISdisclaimer
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I
SR-9I
TR-10
CMU
HI
I
TR-10-PD
I-PD-RFO
IUMU
I
RMU-RFO
RMU
I-PD
TR-10
UMU
CMU-RFO
UMU UMU-RFO
I-PD
UMU
UMU
I
UMU
RMU-PD-RFO
I-PD
I
UMU-PD
UMU
CMU CMU
MR-36
I
CMU-PD
I-PD
CMU
UMU-PD
MR-20
RMU-PD-RFO
CMU MR-12PDLRO
SR-3-LRO
MR-20
SR-5-LRO
CMU-PD
UMU
CMU
SR-5PD-LRO
CMU-PD-RFO
RMU-PD
CMU-RFOI-RFO
RMU-PD-RFO
I-PD
MULTIPLE
TR-10
I-PD
CMU
TR-10
I
RMU
RMU-RFO Roe ParkOshkosh City Limit
Oshkosh City Limit BBOOWWEENNSSTTCEAPE AVCEAPE AVN MAIN STN MAIN STWASHINGTON AVWASHINGTON AV
S MAIN STS MAIN STHIGH AV
HIGH AV
ALGOMA BLVD
ALGOMA BLVD
OTTER AVOTTER AV
BAY STBAY STBROAD STBROAD STMERRITT AVMERRITT AV
WAUGOO AV
WAUGOO AV
MILL STMILL STBAY SHORE DR
BAY SHORE DR
PIONEER DR
PIONEER DR
SCHOOL AVSCHOOL AVBOYD STBOYD STCOURT STCOURT STSTATE STSTATE STMMOONNRROOEESSTTE 10TH AVE 10TH AV
POPLAR AVPOPLAR AVDDIIVVIISSIIOONNSSTTMT VERNON STMT VERNON STJEFFERSON STJEFFERSON STE 9TH AVE 9TH AV
W 8TH AVW 8TH AV
W 10TH AVW 10TH AV COMMERCE STCOMMERCE STEVANS STEVANS STGRAND STGRAND STHARNEY AVHARNEY AVMADISON STMADISON STPPLLEEAASSAANNTTSSTTWWIINNNNEEBBAAGGOO AAVV
E 7TH AVE 7TH AV BBRROOAADDSSTTI-PD
UMU
TR-10
C:\Users\Public\Desktop\2020 Plan Commission Site Plan Map Template.mxd User: hannahs
Prepared by: City of Oshkosh, WI
Printing Date: 11/16/2021
1 in = 500 ft1 in = 0.09 mi¯400 CEAPE AVE400 CEAPE AVE
City of Oshkosh maps and data are intended to be used for general identification purposes only, andthe City of Oshkosh assumes no liability for the accuracy of the information. Those using theinformation are responsible for verifying accuracy. For full disclaimer please go towww.ci.oshkosh.wi.us/GISdisclaimer
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C:\Users\Public\Desktop\2020 Plan Commission Site Plan Map Template.mxd User: hannahs
Prepared by: City of Oshkosh, WI
Printing Date: 11/16/2021
1 in = 100 ft1 in = 0.02 mi¯400 CEAPE AVE400 CEAPE AVE
City of Oshkosh maps and data are intended to be used for general identification purposes only, andthe City of Oshkosh assumes no liability for the accuracy of the information. Those using theinformation are responsible for verifying accuracy. For full disclaimer please go towww.ci.oshkosh.wi.us/GISdisclaimer
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