Plan Commission Meeting
City of Hudson · St. Croix County · meeting of Feb 2, 2021 · Agendas
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Notice is hereby given that a majority of the City Council or an official City Committee/Commission may be present at the
aforementioned meeting of the Plan Commission to gather information about a subject over which they have decision making
responsibility. This constitutes a meeting of the City Council pursuant to State ex rel. Badke v. Greendale Village Bd., 173 Wis. 2d
553, 494 N. W. 2d 408 (1993), and must be noticed as such, although the Council or City Committee/Commission will not take any
formal action at this meeting.
PLAN COMMISSION OF THE CITY OF HUDSON, WISCONSIN
Tuesday, February 2, 2020 6:00 p.m.
Council Chambers of City Hall, 505 Third Street & via Zoom
To access the meeting please use the link or phone number below. If you cannot access the meeting via the methods below
or need any special accommodations please contact Aaron Reeves at 715-716-5741 or areeves@hudsonwi.gov.
Join Zoom Meeting
https://us02web.zoom.us/j/89168607351?pwd=RHJFd1ZkRjQ3Y3RkMGQ2ZThCQ1NKdz09
Meeting ID: 891 6860 7351
Password: 672409
Call-In Phone Number: 1-312-626-6799
This meeting can also be viewed live via YouTube (River Channel) and Facebook (@hudsonriverchannel)
as well as on Community Access TV Channel 15.
AGENDA
(Click on agenda items highlighted in blue to access documents related to that item)
1. Call to Order
2. Discussion and possible action on January 5, 2021 meeting minutes
3. Public Hearings
4. New Business
A. Discussion and possible action on a downtown design review certificate for 411
Second Street – Creative Color, Inc.
B. Discussion and possible action on Riverfront Square concept development plans,
preliminary certificate of compliance and preliminary downtown design review at 106
Buckeye Street – Riverfront Properties Inc. Old Business
5. Communications and Items for Future Agendas
6. Adjournment
Emily Boles, Acting Secretary
Posted on City website and emailed to Star-Observer on 1/29/2021.
REGULAR MEETING OF THE PLAN COMMISSION
CITY OF HUDSON
Tuesday, January 5, 2020
Page 1
The meeting was held via Zoom Video Conference and was made accessible through the Zoom meeting log-
in, call-in phone number and also viewed live via YouTube, Facebook, and Community Access TV Channel 15.
The Plan Commission meeting was called to order by Acting Chairman Morrissette at 6:35 p.m.
COMMISSION
MEMBERS PRESENT. Rich O’Connor, Randy Morrissette, Mary Claire Potter, Frank
Rhoades, Kurt TeWinkel, and Fred Yoerg.
COMMISSION MEMBERS ABSENT. Pat Casanova.
STAFF MEMBERS IN ATTENDANCE. Emily Boles and Tiffany Weiss.
OTHERS
PRESENT. Bob Hanson, Wendy Hanson, David Estreen, Karen Neset, Mike Schendel, and others
present.
Discussion and possible action on December 8, 2020 meeting minutes. Motion by Yoerg, seconded by
Morrisette to approve the minutes of the December 8, 2020 Plan Commission meeting. All Ayes (6). Motion
Carried.
PUBLIC HEARINGS.
Public hearing on a conditional use permit (CUP) application for garage height to exceed 20 feet at 809 Third
Street – Robert & Wendy Hanson. O’Connor opened the public hearing and asked for public comments. Mike
Schendel, 808 Second Street, stated that he is “all for the project” and is in support of the project as a great
improvement to the community.
Karen Neset, 727 Third Street, said she had a conversation with Bob and was pleased that the Hanson’s were
sensitive to the architecture and historic nature of the neighborhood. Neset stated their only concern was that
the garage not be used as a rental unit which was addressed in the conditions of approval.
Emily Boles, Community Development Executive Assistant, noted that staff received a phone call from Jim
Eulberg, owner of 819 Third Street, on December 9, 2020 stating he had no problems or concerns about the
proposed garage project. Yoerg stated that the neighbor to north at 817 Third Street was not commenting.
O’Connor asked for any further public comments. Motion by Yoerg, seconded by Morrissette to close the public
hearing. All Ayes (6). Motion Carried.
NEW BUSINESS.
Discussion and possible action on a conditional use permit (CUP) application for garage height to exceed 20
feet at 809 Third Street – Robert & Wendy Hanson Tiffany Weiss, City Planner, reviewed the staff report.
Potter asked if the garage replacement was the only work being performed. Wendy Hanson stated that in
addition to the garage they planned a small mudroom addition to the house. Motion by Yoerg, seconded by
Rhoades to approve a conditional use permit for the construction of a 23 ft 9.5 in garage height at 809 Third
Street with the following conditions:
1. Property owner to obtain Building Permit as needed prior to construction activities.
2. Property owner must obtain necessary Conditional Use Permit approval from the Common Council.
3. The detached garage space shall not be used as an accessory dwelling unit.
4. Any omissions of any conditions not listed shall not release the property owner/developer from abiding
by City Ordinances.
REGULAR MEETING OF THE PLAN COMMISSION
CITY OF HUDSON
Tuesday, January 5, 2020
Page 2
5. All conditions run with the land and are binding upon the property owner and all heirs, successors, and
assigns. The sale or transfer of all or any portion of the property does not relieve the original property
owner from meeting any conditions.
All Ayes (6). Motion Carried.
Discussion and possible action on a downtown design review certificate for 517 Second Street – SignArt USA
Weiss reviewed the staff report. Motion by Morrissette, seconded by Yoerg to approve the downtown design
review certificate for 517 Second Street to install a projecting sign, wall sign, and door vinyl decal. All Ayes (6).
Motion Carried.
OLD BUSINESS. None.
COMMUNICATIONS AND ITEMS FOR FUTURE AGENDAS. None.
Potter asked when the Plan Commission will see updates for the comprehensive plan. Weiss stated that they
were working on creating focus groups for the business districts and then draft chapters would be brought
forward.
ADJOURNMENT.
Motion by Morrisette, seconded by TeWinkel to adjourn at 6:45 p.m. All ayes (6). Motion Carried.
Respectfully submitted,
Emily Boles, Acting Secretary
505 Third Street
Hudson, Wisconsin 54016
ph: (715)-386-4765 fx: (715)386-3385
www.hudsonwi.gov
TO: Plan Commission
FROM: Community Development
DATE: 2 February 2021
SUBJECT: Discussion and possible action on a downtown design review certificate for 411
Second Street – Creative Color, Inc.
BACKGROUND:
The applicant, on behalf of the business owner, has submitted requests for a sign permit and
downtown design review certificate to permit a projecting sign and wall sign at 411 Second
Street. The projecting sign is proposed to be 4 ft2 in area and will extend 2 feet out of the wall.
The sign is proposed to be internally lit. Per Municipal Code Chapter 202-6(C)(9), projecting
signs are only permitted in the B-3 zone and must be under 20 ft2 in area. Projecting signs
must also not extend more than 4 feet out of the wall.
The halo-illuminated channel lettering wall sign is proposed to be 21 ft2 in area and will be on
the building’s east façade, facing Second Street. Per Municipal Code Chapter 202-
6(C)(1)(a), the total 10% maximum allowance of walls signs for this building’s façade is 24.7
ft2.
Staff has found that all proposed signage for 411 Second Street meets all municipal code
dimensional requirements.
STAFF RECOMMENDATION:
Recommends approval of the downtown design review certificate.
ACTION REQUESTED:
Approve the downtown design review certificate for 411 Second Street to install a projecting
sign and wall sign for 4 North Beauty Collective.
ATTACHMENTS:
Downtown Design Review Certificate Application
Proposed Signage Rendering
Prepared by: Tiffany Weiss, Associate City Planner
Through: Mike Johnson, AICP, Community Development Director
505 Third Street • Hudson, WI 54016 • (715)386-4776 www.hudsonwi.gov
03/2018 REV
Application for:
CERTIFICATE OF DESIGN REVIEW
DOWNTOWN OVERLAY DISTRICT
(As per Municipal Code § 255-17.1-10)
Date
Applicant Name
Mailing Address
Phone Email
Property/Building Owner
Site Location
(number) (street) (other information)
Site Location Notes (if applicable)
Scope of Permit – Include all new building construction, any exterior alterations or additions to existing
buildings, all new parking lots and their landscaping, all new signage, and changes to existing color.
PERMIT CONSIDERATION – OFFICE USE ONLY
Conditions of Approval:
Plan Commission Approved / Denied
Design Review Committee Approved / Denied
Common Council Approved / Denied
Date
505 Third Street
Hudson, Wisconsin 54016
ph: (715)-386-4765 fx: (715)386-3385
www.hudsonwi.gov
TO: Plan Commission
FROM: Community Development
DATE: 2 February 2021
SUBJECT: Discussion and possible action on Riverfront Square concept development
plans, preliminary certificate of compliance and preliminary downtown
design review at 106 Buckeye Street – Riverfront Properties Inc.
INTRODUCTION & BACKGROUND:
Riverfront Properties Inc. has submitted concept development plans for redevelopment at
106 Buckeye Street. They propose to remove the existing building and develop a new 4-
story structure with both office and condominium space. The exterior of the building will be
a combination of stucco, stone and metal. Exterior color examples are attached. The
overall height is indicated to be just under 45 feet. The applicant hosted a neighborhood
meeting on February 27, 2020.
The applicant has submitted a Certificate of Compliance application for multi-family use.
Four condominium units ranging from 1350-1650 sq. ft. are proposed in the plans for the
building’s third and fourth floors. Parking for the residents will be provided in the form of an
interior automated parking garage system containing 9 spaces. Handicap parking will be
provided both inside the garage (x1) and outside (x1). Additionally, four business office
spaces are in the building’s first and second floors with shared bathroom
accommodations on each floor.
The 2009 Comprehensive Plan Land Use Designation of 106 Buckeye is ‘Downtown
Commercial’. Per the Comprehensive Plan, this land use is defined as a “mix of office,
retail, institutional, and open space”. This property also falls within Hudson Planning District
1, also referred to as the “Historic Downtown District”. Recommendations from the 2009
Comprehensive Plan for this district that pertain to this development project include:
- Preserving the historic architecture of buildings within the district.
- Providing incentives for multiple-use application of buildings.
- Providing incentives to create and maintain private/public plazas, connections,
and spaces.
- Creating incentives for public/private partnerships for parking.
- Providing incentives to encourage property owners to work together.
NR 116 Requirements
As the fill is required to be at least 2-ft above the reference flood elevation, the applicant
will be required to receive approval of a Conditional Letter of Map Revision based on Fill
(CLOMR-F) prior to construction of footings and foundation. Then the applicant will be
responsible for certifying that the fill has been placed in accordance with the approved
CLOMR-F before commencing vertical construction. Finally, the applicant will need to
apply for and receive approval of a Letter of Map Revision based on Fill (LOMR-F). If the
CLOMR-F or LOMR-F are not approved, the building will violate the City’s floodplain
ordinance and cannot be occupied. The applicant is requesting the City of Hudson sign
on to the CLOMR-F/LOMR-F as the “sponsor” while the applicant is the responsible party
for preparing the application with supporting documentation.
At its November 13th, 2019 meeting, the Board of Appeals heard variance applications for
106 Buckeye regarding:
1) a reduction in fill extension from 15 feet to 1.05 feet
(NR 116.13(2)(b)(2) & City Code 253-4.3(B)(1))
2) an elevator underrun pit to be permitted 3 feet below the regional flood elevation
(NR 116.13(2)(a) & City Code 253.4.3(B)(2)
The variance to reduce fill extension from 15 feet to 1.05 feet was approved for the west
and north property lines, but action was postponed on the request to reduce fill extension
adjacent to the south property line as there is no existing code requirement that the south
building face align with the south property line. The variance to permit the elevator
underrun pit to be 3 feet below the regional flood elevation was approved.
RELEVANT CODE SECTIONS AND DISCUSSION:
Dimensional
The proposed building at its tallest point (SW corner) is 8-ft taller than the tallest point of
River City Center across the street, but still falls within the 45-ft maximum structure height
requirement in the B-3 Zone and under NR 118 guidelines. Additionally, the building is also
proposed to be 20-ft closer to the roadway than River City Center.
Parking
For business offices, one parking space is required for every 200 ft2 of usable floor space
(total area of commercial space is 4,832 ft2). Additionally, 2 parking spaces per 1- or 2-bed
condo unit are required, with at least one being in a garage. Because this property is in
the B-3 District, only half the parking is required as per Chapter 255-48(H)(3)(s), therefore a
total of 17 spaces are required. In the proposed plan set, a total of 10 spaces are
provided. As parking on site is short by 7 spaces, these shall be paid for in lieu-of-parking
fees to meet Chapter 255-48(H)(3)(s)(1). All other parking on site will be available for the 4
condo units as well as for some commercial parking.
Landscaping
Proposed green space on site will be exactly 20%, with most tree plantings located in the
rear of the building and bushes beneath the building overhang. There are planned to be 8
understory trees and 3 overstory trees, equating to an amount of 7 ‘full’ trees. However,
Chapter 255-34(C)(4) states that “no more than 50% of required trees shall be understory”.
As each understory tree is counted as 0.5 trees, up to 6 understory trees could be used to
fulfill this requirement. Two additional understory trees serve as ‘extras’ and are not
counted as part of this requirement. Additionally, Chapter 255-34(C)(5) requires at least
30% of tree plantings to be coniferous. 6 of the trees (54%) are planned to be coniferous.
The plans also include several trees to be planted outside of the property along the south
property boundary. These are not included in the overall tree count. Lastly, Chapter 255-
34(C)(6) requires all tree plantings to be at least 15 lineal feet apart. The current
landscaping plan does not provide a scale, so staff is unable to calculate whether all trees
proposed on site are 15 feet apart or not. Due to this, staff is considering this code section
to be unmet at this time.
Other Standards
A trash enclosure is required as per Chapter 255-57(G)(2). The applicant has noted that
their garbage receptacles are to be placed inside the garage as part of the automated
parking structure.
Proposed signage on north façade will be included in this downtown design review.
However, it will still require a sign permit application and fee payment prior to sign
installation. The proposed building must comply with NR 118 St. Croix National Scenic
Riverway requirements, including but not limited to requirements regarding façade
materials and colors and internally lit signage visible from the St. Croix River.
Downtown Overlay District Standards
The architectural style was explained by the architect as “Modern French. Subtle stucco
colors are used consistently, creating a unique mix of facades on each street you walk
down. This style was chosen to both enhance and blend with the Rivertown architecture
of the Hudson community.” Although Modern French is not a distinct historic style
permitted in the B-3 District, the more general ‘Moderne’ is permitted.
Further details of Downtown Design Review Standards are outlined in Chapter 255-
17.10(A)(1)(b) in which all B-3 properties must incorporate a sufficient amount of the
following:
Design Elements:
Pedestrian-positive experience
Building height variety
Building depth variety
Parallel parking
Close-by and integral structure/shared parking
“collar” mixed-use frontages
Buffered/hidden parking lots
Limited residential frontages
Continuous sidewalks
Spatially contained streetscapes and walkways
Trellises/pergolas
Decks/terraces
Balconies
“French” (shallow) balconies
Colonnades/Columns
Arcades/Arched columns
Walks “obstructed” by retail vendor uses
Trees located in the boulevard, parking lot and plaza areas
Crosswalk texture and color changes
Reduced-length crosswalks
Created spaces
Light wells
Plazas
Greens
Squares
Niches
Sitting areas
Fountain areas
Reveals
Jogs
Projections
Roof overhangs
Pilasters
Recessed entries
Roof sections and extensions
Cornice details
Brackets
Parapets
Compatible antenna structures
Chimneys/groups
Roof railings
Steps of stories at some building end facades
Bay/bow window groups
Transition banding/lines
Recess banding/lines
Vertical divisions with historic references
Tower overlooks
Horizontal divisions with historic references
Historic-reference signage
The building orientation is planned to face westward, toward the St Croix River. However,
Chapter 255-17.10(A)(3) requires that corner buildings be “orientated to the corner and
both public streets.” Although corner orientation is required, corner entrances into the
building are not. It also mentions that “both street-facing facades and/or site design
elements or amenities shall be built up to the established building façade line on each
block for at least 50% of the length of their facades. The remaining 50% of façade may be
set back up to 30ft to emphasize entries or create outdoor seating and gathering areas”
and that “front yard areas shall be landscaped and/or hard surfaced as pedestrian-
friendly spaces, with amenities such as benches and planters provided.”
The requirements of Chapter 255-17.10(A)(5)(a) require the architect to provide ground
level expression/distinction through one or more of the following architectural designs:
intermediate cornice line, sign band, awning/arcade or portico, change in building
materials/texture or detailing, and/or a chance in window shape or treatment. The
architect explained compliance with this section, stating “The base of the building has a
natural buff/limestone that is naturally seen on St. Croix River bluffs, which sets the stage for
the smooth two-tone subdued muddy color, mix of brown, green and gray like the color of
tree bark, stucco finish. An intermediate cornice has been added to create a distinct
separation from the main level and the floors above. In addition, the North and West
façade columns are stone which matches the retaining wall, Black windows and doors
with mullions dividing the panes are enhanced with Hurricane shutters on all exterior
elevations. The top cornice completes the façade, with black iron railing and layered roof
parapet detail.” In addition to these requirements, there are other design elements noted
in
Chapter 255-17.10(A)(5)(b) that require multistory buildings to be designed with a
defined base, middle, and top through the use of variations in detailing, color and
materials as well as incorporating articulated tops and/or through the use of human scale
elements along the base of the building (windows, texture, projections, awnings and
canopies, ornaments, etc.).
CONSIDERATION:
• Approve the concept development plans, preliminary certificate of compliance,
and preliminary downtown design review as presented. In this instance, a
recommendation of approval of the request would be forwarded to city staff to
continue to the final development plan review project phase. The concept plans
and supporting documentation will need to be forwarded to the Common Council
for consideration of the request to sponsor the CLOMR-F/LOMR-F applications.
Additionally, a finding that the proposed concept development plans meet the
intent of municipal code and the Downtown Overlay Design requirements would
be recommended by staff to include in the motion should the Plan Commission
recommend approval. The following conditions should be included in the motion as
well:
1) That the applicant places a site scale on the landscaping plan prior to final
development plan consideration by the Plan Commission and Common
Council.
2) That all site improvements adhere to the approved development and
construction process within the city.
3) That all staff and engineering comments be satisfactorily addressed and
provided for by the applicant prior to final development plan consideration
by the Plan Commission and Common Council.
4) Property owner must obtain final development plan, final certificate of
compliance, and final downtown design review approval from the Plan
Commission and Common Council.
5) Applicant must provide an engineered floodproofing plan for the elevator
pit in accordance with Wisconsin Administrative Code NR 116.16.
6) Applicant must obtain all applicable Wisconsin DNR and FEMA approvals
including CLOMR-F and LOMR-F applications.
7) That the applicant be responsible for certifying that the fill has been placed
in accordance with the approved CLOMR-F before commencing vertical
construction
8) That the applicant obtains Common Council approval to apply for and
receive approval of a Letter of Map Revision based on Fill (LOMR-F). If the
CLOMR-F or LOMR-F are not approved, the building will violate the City’s
floodplain ordinance and shall not be occupied.
9) Applicant must obtain all applicable Building Permits and State Plan
Approvals.
• Deny the concept development plans, preliminary certificate of compliance, and
preliminary downtown design review as presented. In this instance, a
recommendation of denial of the request would be forward back to city staff to
continue working with the developer until it is found the project proposal meets the
intent of municipal code and the Downtown Overlay Design requirements.
• Postpone the concept development plans, preliminary certificate of compliance,
and preliminary downtown design review as presented. In this instance, a
recommendation to postpone would be forwarded back to city staff. A finding that
there is a necessity for further research, comment and analysis on a specific item
would be recommended by staff to include in the motion should the Plan
Commission recommend postponing action on the application.
ATTACHMENTS:
Concept Development Plans
Architectural Renderings
Downtown Design Review Certificate Summary with Exterior Materials Photograph
Green Space & Landscaping Plan and Narrative
Prepared by: Tiffany Weiss, Associate City Planner
Through: Mike Johnson, AICP, Community Development Director
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Product Name DescriptionQty Extend AmtRate
Submitted To
106 Buckeye Street
Suite 202
Hudson, WI 54016
Phone Prop. No. 25452
Job Name
Job Location
River Front Square
Hudson, WI Date 10/20/202
Bruce Lenzen Design Build
Designer RM
ARBORVITAE, TECHNY 7 6’ BB 385.00 2,695.00
OAK, REGAL PRINCE/KS 6 3” 830.00 4,980.00
BIRCH, HERITAGE 2 2 1/2” 475.00 950.00
CRABAPPLE, CORALBURST 4 2.5” 500.00 2,000.00
PINE, SWISS STONE 4 6’ 780.00 3,120.00
SPIREA, NEON FLASH 6 18” # H 60.00 360.00
BOXWOOD, GREEN VELVET 24 15” #5 98.00 2,352.00
GOLDEN TIARA HOSTA 20 #1 23.00 460.00
FEATHERREED GRASS 30 #1 25.50 765.00
ST CLOUD GRANITE W/FABRIC 3” DEPTH 24 TON 3/4” 170.00 4,080.00
COLORED MULCH 3” DEPTH, NO FABRIC 8 CY 95.00 760.00
DIAMOND BLOCK RETAINING WALL STATE GRAY 600 SF 31.00 18,600.00
CAP UNITS 200 27.00 5,400.00
IRRIGATION SYSTEM 1 3,900.00 3,900.00
SOD 200 SY 4.80 960.00
$51,382.00
Total $51,382.00
Sales Tax
Subtotal
Payments
WARRANTY: All plants (except annuals, perennials, non-hardy roses, sod, and seed) shall be guaranteed to survive for a period of one year from planting and
any that fail to survive shall be replaced once, provided payment terms are met, plants are properly watered and receive adequate care, and plants have not suffered
mechanical damage or been damaged by an act of God. Replacements will be made at our convenience witin thirteen months from the date of installation. Any
person or company supplying labor or materials for this improvement to your property may file a lien against your property if that person or company is not paid
for the contributions.
Under Minnesota law, you have the right to pay persons who supplied labor or materials for this improvement directly and deduct this amount from our
contract price, or withhold the amounts due them from us until 120 days after completion of the improvement unless we give you a lien waiver signed by
persons who supplied any labor or material for the improvement and who gave you timely notice.
Date of Acceptance
Signature
Acceptance of Proposal -- Payment of one-half down required to place
order and schedule installation. Balance of payment due upon receipt of invoice for all
materials/ labor installed. Past due accounts subject to 1 1/2% monthly finance charge.
The above prices, specifications and conditions are satisfactory and are hereby accepted.
You are authorized to do the work as specified.
THIS IS AN ESTIMATE ONLY. FINAL PRICE MAY VARY DUE TO ACTUAL QUANTITIES INSTALLED.
NOTES: All rough and final grading to be done by others. Soil grades established at house foundation to be approved by General Contractor before landscape
work is commenced. We assume no liability for damage or repair that occurs due to settling at the foundation. All materials, tools, equipment and labor shall be
furnished to complete those operations as detailed on this sheet in a substantial and workmanlike manner. This proposal is subject to revision if not accepted
within 30 days and is subject to extra charge for concealed contingencies. If proposal is not accepted in its entirety, prices may vary.
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DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. NO. 1660-0015
PROPERTY INFORMATION FORM Expires February 28, 2014
PAPERWORK BURDEN DISCLOSURE NOTICE
Public reporting burden for this data collection is estimated to average 1.63 hours per response. The burden estimate includes the time for reviewing instructions,
searching existing data sources, gathering and maintaining the needed data, and completing and submitting the form. This collection is required to obtain or retain
benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the
accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal
Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20598-3005, Paperwork Reduction Project (1660-0015). NOTE: Do not send your completed
form to this address.
This form may be completed by the property owner, property owner’s agent, licensed land surveyor, or registered professional engineer to support a request for a
Letter of Map Amendment (LOMA), Conditional Letter of Map Amendment (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional Letter of Map
Revision Based on Fill (CLOMR-F) for existing or proposed, single or multiple lots/structures. In order to process your request, all information on this form must be
completed in its entirety, unless stated as optional. Incomplete submissions will result in processing delays. Please check the item below that describes your request:
LOMA A letter from DHS-FEMA stating that an existing structure or parcel of land that has not been elevated
by fill (natural grade) would not be inundated by the base flood.
CLOMA A letter from DHS-FEMA stating that a proposed structure that is not to be elevated by fill (natural
grade) would not be inundated by the base flood if built as proposed.
LOMR-F A letter from DHS-FEMA stating that an existing structure or parcel of land that has been elevated by
fill would not be inundated by the base flood.
CLOMR-F
A letter from DHS-FEMA stating that a parcel of land or proposed structure that will be elevated by fill
would not be inundated by the base flood if fill is placed on the parcel as proposed or the structure is
built as proposed.
Fill is defined as material from any source (including the subject property) placed that raises the ground to or above the Base Flood Elevation (BFE). The common
construction practice of removing unsuitable existing material (topsoil) and backfilling with select structural material is not considered the placement of fill if the
practice does not alter the existing (natural grade) elevation, which is at or above the BFE. Fill that is placed before the date of the first National Flood Insurance
Program (NFIP) map showing the area in a Special Flood Hazard Area (SFHA) is considered natural grade.
Has fill been placed on your property to raise
ground that was previously below the BFE? Yes No If yes, when was fill placed?
mŵͬĚĚ/yLJLJLJ
Will fill be placed on your property to raise
ground that is below the BFE? Yes* No If yes, when will fill be placed?
mŵͬĚĚͬLJLJLJLJ
* If yes, Endangered Species Act (ESA) compliance must be documented to FEMA prior to issuance
of the CLOMR-F determination (please refer page 4 to the MT-1 instructions).
1. Street Address of the Property (if request is for multiple structures or units, please attach additional sheet referencing each address and enter
street names below):
2. Legal description of Property (Lot, Block, Subdivision or abbreviated description from the Deed):
3. Are you requesting that a flood zone determination be completed for (check one):
Structures on the property? What are the dates of construction? _______________ (MM/YYYY)
A portion of land within the bounds of the property? (A certified metes and bounds description and map of the area to be
removed, certified by a licensed land surveyor or registered professional engineer, are required. For the preferred format of
metes and bounds descriptions, please refer to the MT-1 Form 1 Instructions.)
The entire legally recorded property?
4. Is this request for a (check one):
Single structure
Single lot
Multiple structures (How many structures are involved in your request? List the number: _______)
Multiple lots (How many lots are involved in your request? List the number: _______)
DHS - FEMA Form 086-0-26, FEB 11 Property Information Form MT-1 Form 1 Page 1 of 2
■ 05/01/2020
X 06/2020
X
106 Buckeye St. - Hudson, WI 54016
Lot 12 and the north 1/2 of Lot 11, Block A of the Plat of Aldrich's Add'n, except the East 31 feet - Located in Gov Lot 2, Section 25, T29N, R20W
In addition to this form (MT-1 Form 1), please complete the checklist below. ALL requests must include one copy of the following:
Copy of the effective FIRM panel on which the structure and/or property location has been accurately plotted (property inadvertently located in the NFIP
regulatory floodway will require Section B of MT-1 Form 3)
Copy of the Subdivision Plat Map for the property (with recordation data and stamp of the Recorder’s Office)
OR
Copy of the Property Deed (with recordation data and stamp of the Recorder’s Office), accompanied by a tax assessor’s map or other certified map
showing the surveyed location of the property relative to local streets and watercourses. The map should include at least one street intersection that is
shown on the FIRM panel.
Form 2 – Elevation Form. If the request is to remove the structure, and an Elevation Certificate has already been completed for this property, it may be
submitted in lieu of Form 2. If the request is to remove the entire legally recorded property, or a portion thereof, the lowest lot elevation must be
provided on Form 2.
Please include a map scale and North arrow on all maps submitted.
For LOMR-Fs and CLOMR-Fs, the following must be submitted in addition to the items listed above:
Form 3 – Community Acknowledgment Form
For CLOMR-Fs, the following must be submitted in addition to the items listed above:
Documented ESA compliance, which may include a copy of an Incidental Take Permit, an Incidental Take Statement, a “not likely to adversely affect”
determination from the National Marine Fisheries Service (NMFS) or the U.S. Fish and Wildlife Service (USFWS), or an official letter from NMFS or USFWS
concurring that the project has “No Effect” on proposed or listed species or designated critical habitat. Please refer to the MT-1 instructions for additional
information.
Please do not submit original documents. Please retain a copy of all submitted documents for your records.
DHS-FEMA encourages the submission of all required data in a digital format (e.g. scanned documents and images on Compact Disc [CD]). Digital
submissions help to further DHS-FEMA’s Digital Vision and also may facilitate the processing of your request.
Incomplete submissions will result in processing delays. For additional information regarding this form, including where to obtain the supporting
documents listed above, please refer to the MT-1 Form Instructions located at http://www.fema.gov/plan/prevent/fhm/dl_mt-1.shtm.
Processing Fee (see instructions for appropriate mailing address; or visit http://www.fema.gov/fhm/frm_fees.shtm for the most current fee
schedule)
Revised fee schedules are published periodically, but no more than once annually, as noted in the Federal Register. Please note: single/multiple
lot(s)/structure(s) LOMAs are fee exempt. The current review and processing fees are listed below:
Check the fee that applies to your request:
$325 (single lot/structure LOMR-F following a CLOMR-F)
$425 (single lot/structure LOMR-F)
$500 (single lot/structure CLOMA or CLOMR-F)
$700 (multiple lot/structure LOMR-F following a CLOMR-F, or multiple lot/structure CLOMA)
$800 (multiple lot/structure LOMR-F or CLOMR-F)
Please submit the Payment Information Form for remittance of applicable fees. Please make your check or money order payable to:
National Flood Insurance Program.
All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine
or imprisonment under Title 18 of the United States Code, Section 1001.
Applicant’s Name (required):
Mailing Address (required):
E-Mail Address (optional): By checking here you may receive
correspondence electronically at the email address provided):
Date (required)
Company (if applicable):
Daytime Telephone No. (required):
Fax No. (optional):
___________________________________________________________
Signature of Applicant (required)
DHS - FEMA Form 086-0-26, FEB 11 Property Information Form MT-1 Form 1 Page 2 of 2
Bruce Lenzen
106 Buckeye St. - Hudson, WI 54016
Riverfront Properties, LLC.
(651) 329-4060
bruce@brucelenzendesignbuild.com
DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY
ELEVATION FORM
O.M.B. NO. 1660-0015
Expires February 28, 2014
PAPERWORK BURDEN DISCLOSURE NOTICE
Public reporting burden for this data collection is estimated to average 1.25 hours per response. The burden estimate includes the time for reviewing instructions,
searching existing data sources, gathering and maintaining the needed data, and completing and submitting the form. This collection is required to obtain or retain
benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the
accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal
Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20598-3005, Paperwork Reduction Project (1660-0015). NOTE: Do not send your completed
form to this address.
This form must be completed for requests and must be completed and signed by a registered professional engineer or licensed land surveyor. A DHS - FEMA National
Flood Insurance Program (NFIP) Elevation Certificate may be submitted in lieu of this form for single structure requests.
For requests to remove a structure on natural grade OR on engineered fill from the Special Flood Hazard Area (SFHA), submit the lowest adjacent grade (the lowest
ground touching the structure), including an attached deck or garage. For requests to remove an entire parcel of land from the SFHA, provide the lowest lot elevation;
or, if the request involves an area described by metes and bounds, provide the lowest elevation within the metes and bounds description. All measurements are to be
rounded to nearest tenth of a foot. In order to process your request, all information on this form must be completed in its entirety. Incomplete submissions will
result in processing delays.
1. NFIP Community Number: Property Name or Address:
2. Are the elevations listed below based on existing or proposed conditions? (Check one)
3. For the existing or proposed structures listed below, what are the types of construction? (check all that apply)
crawl space slab on grade basement/enclosure other (explain)
4. Has DHS - FEMA identified this area as subject to land subsidence or uplift? (see instructions) Yes No
If yes, what is the date of the current re-leveling? / (month/year)
5. What is the elevation datum? NGVD 29 NAVD 88 Other (explain)
If any of the elevations listed below were computed using a datum different than the datum used for the effective Flood Insurance Rate Map
(FIRM) (e.g., NGVD 29 or NAVD 88), what was the conversion factor?
Local Elevation +/- ft. = FIRM Datum
6. Please provide the Latitude and Longitude of the most upstream edge of the structure (in decimal degrees to the nearest fifth decimal place):
Indicate Datum: WGS84 NAD83 NAD27 Lat. . Long. .
Please provide the Latitude and Longitude of the most upstream edge of the property (in decimal degrees to the nearest fifth decimal place):
Indicate Datum: WGS84 NAD83 NAD27 Lat. . Long. .
Address Lot Number Block
Number
Lowest Lot
Elevation*
Lowest
Adjacent
Grade To
Structure
Base Flood
Elevation BFE Source
This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation
information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable
by fine or imprisonment under Title 18 of the United States Code, Section 1001.
Certifier’s Name: License No.: Expiration Date:
Company Name: Telephone No.:
Email: Fax No.
Signature: Date:
* For requests involving a portion of property, include the lowest ground elevation within
the metes and bounds description.
Please note: If the Lowest Adjacent Grade to Structure is the only elevation provided, a determination
will be issued for the structure only.
Seal (optional)
DHS - FEMA Form 086-0-26A, FEB 11 Elevation Form MT-1 Form 2 Page 1 of 2
■
555558 106 Buckeye St.
106 Buckeye St. 11&12 A 687.1 694.0 692.0 FIRM (55109C0307)
Joseph Granberg S-2295 01/30/2022
GS Land Solutions, LLC. 715-246-7529
joe@gslandsolutions.com
44.97093 -92.75776
44.97093 -92.75775-92.75775
Continued from Page 1.
Lowest Adjacent Lowest Lot Base Flood Address Lot Number Block Number Grade To BFE Source Elevation* Elevation Structure
This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation
information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable
by fine or imprisonment under Title 18 of the United States Code, Section 1001.
Certifier’s Name: License No.: Expiration Date:
Company Name: Telephone No.:
Email: Fax No.
Signature: Date:
* For requests involving a portion of property, include the lowest ground elevation within Seal (optional) the metes and bounds description.
Please note: If the Lowest Adjacent Grade to Structure is the only elevation provided, a
determination will be issued for the structure only.
DHS - FEMA Form 086-0-26A, FEB 11 Elevation Form MT-1 Form 2 Page 2 of 2
DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. NO. 1660-0015
COMMUNITY ACKNOWLEDGMENT FORM Expires February 28, 2014
PAPERWORK BURDEN DISCLOSURE NOTICE
Public reporting burden for this data collection is estimated to average 1.38 hours per response. The burden estimate includes the time for reviewing instructions,
searching existing data sources, gathering and maintaining the needed data, and completing and submitting the form. This collection is required to obtain or retain
benefits. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding
the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security,
Federal Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20598-3005, Paperwork Reduction Project (1660-0015). NOTE: Do not send your
completed form to this address.
This form must be completed for requests involving the existing or proposed placement of fill (complete Section A) OR to provide acknowledgment of this request to
remove a property from the SFHA which was previously located within the regulatory floodway (complete Section B).
This form must be completed and signed by the official responsible for floodplain management in the community. The six digit NFIP community number and the
subject property address must appear in the spaces provided below. Incomplete submissions will result in processing delays. Please refer to the MT-1 instructions
for additional information about this form.
Community Number: ____________________ Property Name or Address: ____________________________________________
A. REQUESTS INVOLVING THE PLACEMENT OF FILL
As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this Letter of Map
Revision Based on Fill (LOMR-F) or Conditional LOMR-F request. Based upon the community's review, we find the completed or proposed project
meets or is designed to meet all of the community floodplain management requirements, including the requirement that no fill be placed in the
regulatory floodway, and that all necessary Federal, State, and local permits have been, or in the case of a Conditional LOMR-F, will be obtained.
For Conditional LOMR-F requests, the applicant has or will document Endangered Species Act (ESA) compliance to FEMA prior to issuance of the
Conditional LOMR-F determination. For LOMR-F requests, I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved
independently of FEMA’s process. Section 9 of the ESA prohibits anyone from “taking” or harming an endangered species. If an action might harm
an endangered species, a permit is required from U.S. Fish and Wildlife Service or National Marine Fisheries Service under Section 10 of the ESA.
For actions authorized, funded, or being carried out by Federal or State agencies, documentation from the agency showing its compliance with
Section 7(a)(2) of the ESA will be submitted. In addition, we have determined that the land and any existing or proposed structures to be removed
from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c), and that we have available upon request by DHS-FEMA, all
analyses and documentation used to make this determination. For LOMR-F requests, we understand that this request is being forwarded to DHS-
FEMA for a possible map revision.
Community Comments:
Community Official’s Name and Title: (Please Print or Type) Telephone No.:
Community Name: Community Official’s Signature: (required) Date:
B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY
As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this request for a
LOMA. We understand that this request is being forwarded to DHS-FEMA to determine if this property has been inadvertently included in the
regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find
that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements.
Community Comments:
Community Official’s Name and Title: (Please Print or Type) Telephone No.:
Community Name: Community Official’s Signature (required): Date:
DHS - FEMA Form 086-0-26B, FEB 11 Community Ac knowledgment Form MT-1 Form 3 Page 1 of 1
555558 106 Buckeye St. - Hudson, WI
City of Hudson
FEDERAL EMERGENCY MANAGEMENT AGENCY
PAYMENT INFORMATION FORM
Community Name:
Project Identifier:
THIS FORM MUST BE MAILED, ALONG WITH THE APPROPRIATE FEE, TO THE ADDRESS BELOW OR FAXED TO THE FAX NUMBER
BELOW.
Please make check or money order payable to the National Flood Insurance Program.
Type of Request:
MT-1 application
MT-2 application
EDR application
Request No. (if known): _______________ Check No.: _______________ Amount:
INITIAL FEE* FINAL FEE FEE BALANCE** MASTER CARD VISA CHECK MONEY ORDER
*Note: Check only for EDR and/or Allu vial Fan requests (as appropriate).
**Note: Check only if submitting a corrected fee for an ongoing request.
LOMC Clearinghouse
847 South Pickett Street
Alexandria, VA 22304-4605
Attn.: LOMC Manager
FEMA Project Library
847 South Pickett Street
Alexandria, VA 22304-4605
FAX (703) 212-4090
COMPLETE THIS SECTION ONLY IF PAYING BY CREDIT CARD
CARD NUMBER EXP. DATE
— — — —
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Month Year
_________________________________________________________________
Date Signature
NAME (AS IT APPEARS ON CARD):
(please print or type)
ADDRESS:
(for your
credit card
receipt-please
print or type)
DAYTIME PHONE:
FEMA Form 81-107 Payment Information Form
City of Hudson
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
AeccDbCogoPoint (AeccLand130)
FIRST STREET
LOT 1
CSM VOL. 23, PG. 5542
LOT 12
LOT 1 LOT 2
VACATED ALLEY
A
L
D
R
I
C
H
'
S
A
D
D
'
N
B
L
O
C
K
"
A
"
A
L
D
R
I
C
H '
S
A
D
D 'N
B
L
O
C K
"
E
"
A
L
D
R
I
C
H
'
S
A
D
D
'
N
B
L
O
C
K
"
A
"
R/W66'
R/W
66'
2.0%
1.5%
1.5%
1.5%
1.5%
2.5%
1.5%
1.5%
1.5%
8.33%
PROPOSED BUILDING
FIRST FLOOR = 694.00
ROOF TOP = 736.50
PARAPET = 739.00
GARAGE ENTRANCE
FRONT
ENTRANCE
LEFT
ENTRANCE
ADA VANACCESSIBLE
W/SIGNAGE
CURB W/FENCE
25' SETBACK
ENTRANCE
ENTRANCE
RESTORE/LANDSCAPE DISTURBEDAREA OF CONSTRUCTION EASEMENT
RETAINING WALL
RETAINING WALL
T/W694.0
T/W694.0
T/W694.0
T/W694.0
T/W694.0
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130) AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceContourLabeling (AeccLand130)
AeccDbSurfaceContourLabeling (AeccLand130)
X X
X
X
X X
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceContourLabeling (AeccLand130)
AeccDbSurfaceContourLabeling (AeccLand130)
AeccDbSurfaceContourLabeling (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceContourLabeling (AeccLand130)
RETAINING WALL
LOT 11
BUCKEYE STREET
(DESIGNED BY OTHERS)
(DESIGNED BY OTHERS)
AeccDbSurfaceElevLabel (AeccLand130)
ADA RAMP
LANDING
LANDING
8.33%
ADA RAMP
ADA RAMP
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130) AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)4:1
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
2.5%
COULD NOT ACCESS
STRUCTURE
48" BOX @ 4% (ASSUMED)
48" BOX
RIM=688.47
BTM=683.35
48" BOX
RIM 986.60
BTM=681.5
RIM (FLOW) = 688.14
INV.(W) = 686.05
12" RCP
RIM (FLOW) = 695.93
INV.(N) = 693.73
RIM = 695.7
INV.(N) = 693.95
INV.(S) = 693.66
12" PVC
12" PVC
48" BOX
BTM=687.3±
48" BOX @ 1.4% (ASSUMED)
2.1%
4.5%
AeccDbSurfaceElevLabel (AeccLand130)
3.0%
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
2.3%
1.6%
0.6%
1.5%
BARRIER CURB
REJECT CURB
1.5%
BARRIER CURB
0.6%
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
AeccDbSurfaceElevLabel (AeccLand130)
2.5%
AeccDbGrading (AeccLand130)
85'-10" STM SCH40 PVC @ 3.4% 34'-10" STM
SCH40 PVC
@ 1.0%
45° FITTINGS
/BENDS
STM MH #A (48" MH)
NEENAH R-1642-B CASTING
FLAT SOLID COVER STAMPED
"STORM SEWER"
R = 693.70
I(6"S) = 689.45
I(10"SE) = 689.22
I(10"W) = 689.12
D = 4.58'
CONNECT TO
EX. STM STR.
W/CORE DRILL
& BOOT
I(10"S)= 686.25
7'-6" STM
SCH40 PVC
@ 2.0%
CONNECT TO BUILDING PLUMBING FOR
ROOF DRAIN AS REQUIRED
I(6") AT WALL = 689.59
(CONTRACTOR TO VERIFY PIPE SIZE
AND EXACT LOCATION WITH STATE
APPROVED BUILDING PLUMBING PLANS)
STM CBMH #A-4
(2'x3' BOX)
NEENAH R-3067-V CASTING
CURB INLET GRATE
R = 693.06
I(10"NW) = 689.56
D = 3.50'
N
S
&
PROFESSIONA
L
ENGINEER
W
ISCONS
IN
REVISION DESC.
JMS
TITLE SHEET
SHEET NO.
1 OF 4
DRAWN BY: JMS
CHECKED BY: JWG
DATE:
DWG FILE:
REF FILE:
JOB NUMBER:
DATESTAFF
LOCATION MAP
SITE PLAN
RIVERFRONT SQUARE RECONSTRUCTION
PROJECT
LOCATION
N
GENERAL CONSTRUCTION NOTES
1. ALL UNDERGROUND HAZARDS AND UTILITIES MUST BE INVESTIGATED PRIOR TO
CONSTRUCTION. NOTIFICATION OF EFFECTED UTILITY COMPANIES IS THE
RESPONSIBILITY OF THE CONTRACTOR. CONTACT DIGGER'S HOTLINE BEFORE
COMMENCING CONSTRUCTION.
2. THIS PLAN IS PRELIMINARY AND NOT FOR CONSTRUCTION. CIVIL ENGINEERING,
STRUCTURAL ENGINEERING, BUILDING DESIGN, LANDSCAPING PLAN, SANITARY
DESIGN, UTILITY CONNECTIONS, ETC BY OTHERS.
RIVERFRONT SQUARE
RIVERFRONT PROPERTIES,
INC.
106 BUCKEYE ST.
HUDSON, WI 54016
PROJECT:
616 TOWER RD.
HUDSON, WI 54016
PH. 651-334-3332
REVISION DESC.
PRELIMINARY JMS 01/17/19
DRAWN BY: JMS
CHECKED BY:
01/17/19
DWG FILE: 174-(RIVERFRONT)
REF FILE: 157-LENZEN(BUCKEYE)
JOB NUMBER: 174-(RIVERFRONT)
DATESTAFF
GLEESON ARCHITECTS
ARCHITECTS + PLANNERS
1175 HIGHWAY 36 EAST
SAINT PAUL, MN 55109
TELEPHONE: 651-246-1841
dgarchitects@hotmail.com
JMSRELEASED FOR
REVIEW
JMS 06/06/19
JMSCITY PLAN
COMMISSION
JMS 02/18/20
STORMWATER
COLLECTION
JMS 06/19/20
REVISED BUILDING
LAYOUT
JMS 12/22/20
BUILDING
OVERHANG
FOUNDATION
OVERHANG
BUILDING
PARKING
PARKING
INLET
692.34
692.25
692.10XX
X
X
LOT 1
CSM VOL. 23, PG. 5542
LOT 12
VACATED ALLEY
A
L
D
R
I
C
H
'S
A
D
D
B
L
O
C
K
"
A
"
A
L
D
R
I
C
H
'S
A
D
D
'N
B
L
O
C
K
"
A
"
R/W66'
R/W
66'
LOT 11
BUCKEYE STREET
STORM 48" BOX @ 4% (ASSUMED)
48" BOX
RIM=688.47
BTM=683.35
48" BOX
RIM 986.60
BTM=681.5
RIM (FLOW) = 688.14
INV.(W) = 686.05
12" RCP
12" PVC
48" BOX
BTM=687.3±
STORM - 48" BOX @ 1.4% (ASSUMED)
WATERMAIN
WATER
CONNECTION
FIRST STREET
BUILDING
OVERHANG
FOUNDATION
OVERHANG
BUILDING
PARKING
PARKING
INLET
692.34
692.25
692.10XX
X
X
1.3" IRON PIPE FOUND
N11°55'46"W 0.64' FROM
STONE MONUMENT "X".
CHISELED "X" IN CONCRETE
FOUND S45°34'01"W 0.82'
FROM STONE MONUMENT "X".
SURVEY MARK NAIL FOUND
N70°42'33"E 0.65' FROM
COMPUTED POSITION OF
CURRENT CORNER.
1" IRON PIPE FOUND
S03°42'32"E 0.23' FROM
COMPUTED POSITION. PREVIOUS TRANSFER OF 1.00'
AS DESCRIBED IN VOL. 1086, PG.
488 RECORDED AT ST. CROIX
COUNTY REGISTER OF DEEDS.S03°16'33"E 73.67'
1.3" IRON PIPE FOUND
S06°54'46"E 0.21' FROM
COMPUTED POSITION
OF PREVIOUS CORNER.
FOUNDATION CORNER
(±0.5' NORTH OF PROPERTY LINE)
SANITARY MAIN
SANITARY MAIN
SANITARY MAIN
PROPERTY SURVEY
SHEET NO.
2 OF 4
N
LEGEND:
Feet
07 . 5 1 5
PROPERTY SURVEY
RIVERFRONT PROPERTIES,
INC.
106 BUCKEYE ST.
HUDSON, WI 54016
PROJECT:
PH. 715-246-7529
REVISION DESC.
RELEASED FOR
REVIEW
JMS 07/16/18
DRAWN BY: JMS
CHECKED BY: JWG
DATE: 07/16/18
DWG FILE: 157-LENZEN (BUCKEYE)
REF FILE: .
JOB NUMBER: 157-LEZEN(BUCKEYE)
DATESTAFF
MAP OF SURVEY
A PARCEL OF LAND LOCATED IN PART OF GOVERNMENT LOT 2 OF SECTION 25, T29N, R20W, CITY OF HUDSON, ST.
CROIX COUNTY, WI, BEING LOT 12 AND THE NORTH HALF OF LOT 11, ALL IN BLOCK "A" OF THE PLAT OF ALDRICH'S
ADD'N, EXCEPT THE EAST 30 FEET OF LOTS 11 AND 12 AND EXCEPT AN ADDITIONAL 1 FOOT AS ORDERED BY THE
COURT AND RECORDED IN VOLUME 1086, PAGE 488 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE.
SURVEYOR'S CERTIFICATE
I, JOSEPH W. GRANBERG, PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT BY THE
DIRECTION OF RIVERFRONT PROPERTIES, INC, OWNER, I HAVE SURVEYED, DESCRIBED AND
MARKED THE PROPERTY SHOWN HEREON IN ACCORDANCE WITH OFFICIAL RECORDS AND
CHAPTER A-E7 OF THE WISCONSIN STATUTES AND THAT THIS MAP AND DESCRIPTION ARE A
TRUE AND ACCURATE REPRESENTATION OF THAT SURVEY.
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN PART OF GOVERNMENT LOT 2 OF
SECTION 25, T29N, R20W, CITY OF HUDSON, ST. CROIX COUNTY, WI,
BEING LOT 12 AND THE NORTH HALF OF LOT 11, ALL IN BLOCK "A" OF
THE PLAT OF ALDRICH'S ADD'N, EXCEPT THE EAST 30 FEET OF LOTS
11 AND 12 AND EXCEPT AN ADDITIONAL 1 FOOT AS ORDERED BY THE
COURT AND RECORDED IN VOLUME 1086, PAGE 488 AT THE ST. CROIX
COUNTY REGISTER OF DEEDS OFFICE, FURTHER DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID BLOCK “A”, ALSO
BEING THE NORTHWEST CORNER OF SAID LOT 12; THENCE ALONG
THE NORTH LINE OF SAID BLOCK “A” AND LOT 12 N89°59'51"E A
DISTANCE OF 108.65 FEET TO A LINE ESTABLISHED BY SAID COURT
ORDER BEING 31 FEET WEST AND PARALLEL TO THE EAST LINE OF
SAID LOTS 11 AND 12; THENCE ALONG SAID COURT ORDERED LINE
S03°42'32"E A DISTANCE OF 73.83 FEET TO THE SOUTH LINE OF THE
NORTH HALF OF SAID LOT 11; THENCE ALONG SAID SOUTH LINE
S89°59'51"W A DISTANCE OF 109.10 FEET TO THE WEST LINE OF SAID
BLOCK “A” AND LOT 11; THENCE ALONG WEST LINE OF SAID BLOCK
“A” N03°21'23"W A DISTANCE OF 73.80 FEET TO THE POINT OF
BEGINNING, CONTAINING 8,021 SQUARE FEET (0.18 ACRES) MORE OR
LESS AND BEING SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND
COVENANTS OF RECORD.
FINAL
CERTIFICATION
JMS 12/04/18
GLEESON ARCHITECTS
ARCHITECTS + PLANNERS
1175 HIGHWAY 36 EAST
SAINT PAUL, MN 55109
TELEPHONE: 651-246-1841
dgarchitects@hotmail.com
SURVEYOR'S REPORT
The recorded history of the survey work completed in this area is varied. There are monuments found
and set that were mislabeled or some markers may have been set without the benefit of an actual
survey. The boundaries of the subject parcel shown hereon fit the existing monumentation as well as
the adjacent Certified Survey Map. In October of 1998 I had completed a survey using a found stone at
the northwest corner of Block “A” of Aldrich's Addition to the City of Hudson. That survey noted that
the found stone at the northwest corner of Block “A” was apparently tipped and I had tried to estimate
the original position of that stone. For the purposes of this survey we re-excavated the stone and dug
down further to determine how far the stone may have tipped. During this most recent excavation it
became apparent that the stone may not have been tipped or disturbed at all. The stone was also
found to have a very prominent chiseled “X”. The position of the chiseled “X” was used for this survey.
STORMWATER
COLLECTION
JMS 06/19/20
*REVISED BUILDING
LOCATION
JMS 12/22/20
* INDICATES NO CHANGE FROM
PREVIOUS VERSION
A
N
2.0%
1.5%
1.5%
1.5%
1.5%
2.5%
1.5%
1.5%
1.5%
8.33%
PROPOSED BUILDING
FIRST FLOOR = 694.00
ROOF TOP = 736.50
PARAPET = 739.00
GARAGE ENTRANCE
FRONT
ENTRANCE
LEFT
ENTRANCE
ADA VANACCESSIBLE
W/SIGNAGE
CURB W/FENCE
(DESIGNED BY OTHERS)
25' SETBACK
ENTRANCE
RESTORE/LANDSCAPE DISTURBEDAREA OF CONSTRUCTION EASEMENT
RETAINING WALL
T/W694.0
T/W694.0
T/W694.0
T/W694.0
T/W694.0
X X
X
X
X
X
RETAINING WALL
LOT 11
BUCKEYE STREET
(DESIGNED BY OTHERS)
ADA RAMP
LANDING
LANDING
8.33%
ADA RAMP
ADA RAMP
4:1
2.5%
RIM (FLOW) = 688.14
INV.(W) = 686.05
12" RCP
STORM - 48" BOX @ 1.4% (ASSUMED)
2.1%
4.5%
3.0%
2.3%
1.6%
0.6%
1.5%
BARRIER CURB
REJECT CURB
1.5%
BARRIER CURB
0.6%
2.5%
(DESIGNED BY OTHERS)
RETAINING WALL
STM MH #A
CURB INLET GRATE
& STM CBMH #A-4
*SEE STORMWATER COLLECTION
(AC/A DESIGN- SHEET P1.0)
WATERMAIN
WATER
CONNECTION
FIRST STREET
SITE PLAN
SHEET NO.
3 OF 4
N
LEGEND:
Feet
05 1 0
RIVERFRONT SQUARE
RIVERFRONT PROPERTIES,
INC.
106 BUCKEYE ST.
HUDSON, WI 54016
PROJECT:
REVISION DESC.
DRAWN BY: JMS
CHECKED BY:
DATE: 01/17/19
DWG FILE: 174-(RIVERFRONT)
REF FILE: 157-LENZEN(BUCKEYE)
JOB NUMBER: 174-(RIVERFRONT)
DATESTAFF
AVERAGE ELEVATION
(PROPOSED BUILDING ADJACENT GRADE)
*From previous design without additional retaining walls
**Revised design will maintain a minimum grade of 694' adjacent to the
building to allow for a max structure height of 739' per WI DNR standards.
CONSTRUCTION NOTES
x THE PROPOSED STRUCTURE SHALL BE PLACED ON FILL CONSISTENT WITH GUIDELINES
PROVIDED WITHIN THE FEMA TECHNICIAL BULLETIN 10-01. CONSTRUCTION OF THE
ENGINEERED STRUCTURE WILL BE OVERSEEN BY A PROFFESIONAL ENGINEER AND CERTIFIED
TO BE REASONABLY SAFE FROM FLOODING AS SPECIFIED BY SAID TECHNICAL BULLETIN.
x CONTRACTOR TO LOCATE AND VERIFIY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
PROPOSED
EXISTING
PROPERTY
INFORMATION
ZONED: CENTRAL BUSINESS
EXISTING PARCEL = 8,020 SQFT
FLOODPLAIN
ST. CROIX RIVER
-REGIONAL FLOOD ELEV.= 692.0
-MIN FIRST FLOOR ELEV. = 694.0
(2 FT ABOVE R.F.E.)
....
PERIMETER WALL
JMS 04/26/19
*
ADDITIONAL
DIMENSIONS
JMS 05/31/19
616 TOWER RD.
HUDSON, WI 54016
PH. 651-334-3332
GLEESON ARCHITECTS
ARCHITECTS + PLANNERS
1175 HIGHWAY 36 EAST
SAINT PAUL, MN 55109
TELEPHONE: 651-246-1841
dgarchitects@hotmail.com
RELEASED FOR
REVIEW
JMS 06/06/19
CITY PLAN
COMMISSION
JMS 04/15/20
STORMWATER
COLLECTION
JMS 06/19/20
REVISED BUILDING
LAYOUT
JMS 12/22/20
()
INV.(W) = 686.05
12" RCP
SSUM
ED)
GREEN SPACE
SHEET NO.
4 OF 4
N
LEGEND:
Feet
05 1 0
PROPERTY SURVEY
RIVERFRONT PROPERTIES,
INC.
106 BUCKEYE ST.
HUDSON, WI 54016
PROJECT:
616 TOWER RD.
HUDSON, WI 54016
PH. 651-334-3332
PH. 715-246-7529
REVISION DESC.
RELEASED FOR
REVIEW
JMS 10/01/20
DRAWN BY: JMS
CHECKED BY: JWG
DATE: 07/16/18
DWG FILE: 157-LENZEN (BUCKEYE)
REF FILE: .
JOB NUMBER: 157-LEZEN(BUCKEYE)
DATESTAFF
REVISED BUILDING
LOCATION
JMS 12/22/20
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