HomeMy WebLinkAbout10-13-2022 Planning Commission PacketCall To Order - 5:30 P.m.
Roll Call
Adopt Agenda
Approval Of Minutes
Meeting Minutes 8 -11 -22
08 -11 -2022 PC MINUTES.PDF
Meeting Open To The Public
Note: This is a courtesy extended to persons wishing to address the Commission
concerning issues that are not on the agenda. This discussion will be limited to 15
minutes.
Public Hearings
Commission Business Action Items & Recommendations
Cover Memo -Final Plat, Rezoning, Variance -Lennar Case #1415
PC COVER MEMO FINAL PLAT REZONING VARIANCE LENNAR.PDF
Final Plat/Variance/Rezoning –U.S. Home, LLC And Lennar –Case #1415
PC STAFF MEMO FINAL PLAT REZONING VARIANCE LENNAR 10.13.PDF
CITY ENGINEER COMMENTS REVIEW MEMO 10.6.PDF
RWMWD 22 -28 PERMIT WITHHELD LETTER 10 -5 -22.PDF
019789 -000 PIONEER COMMONS -FIRST ADDITION.PDF
FINAL PLAT PIONEER COMMONS.PDF
Reports From Staff
Reports From Commissioners
Adjournment
This agenda is subject to change by additions and deletions.
Chairperson
Chris Kwapick
Planning
Commissioners
Bill Buesing
Taelor Johnson
Dawn Kulousek
Valerie Quarles
Eric Thorson
Regular Meeting of the
Little Canada Planning
Commission
Thursday, October 13, 2022
5:30 p.m.
City Center Council
Chambers
A G E N D A
515 Little Canada Road
Little Canada, MN 55117
www.littlecanadamn.org
Staff Liaison
Corrin Wendell
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Call To Order - 5:30 P.m.Roll CallAdopt AgendaApproval Of MinutesMeeting Minutes 8 -11 -2208-11 -2022 PC MINUTES.PDFMeeting Open To The PublicNote: This is a courtesy extended to persons wishing to address the Commission concerning issues that are not on the agenda. This discussion will be limited to 15 minutes.Public HearingsCommission Business Action Items & RecommendationsCover Memo -Final Plat, Rezoning, Variance -Lennar Case #1415PC COVER MEMO FINAL PLAT REZONING VARIANCE LENNAR.PDFFinal Plat/Variance/Rezoning –U.S. Home, LLC And Lennar –Case #1415PC STAFF MEMO FINAL PLAT REZONING VARIANCE LENNAR 10.13.PDFCITY ENGINEER COMMENTS REVIEW MEMO 10.6.PDFRWMWD 22 -28 PERMIT WITHHELD LETTER 10 -5 -22.PDF
019789 -000 PIONEER COMMONS -FIRST ADDITION.PDF
FINAL PLAT PIONEER COMMONS.PDF
Reports From Staff
Reports From Commissioners
Adjournment
This agenda is subject to change by additions and deletions.
ChairpersonChris KwapickPlanningCommissionersBill BuesingTaelor JohnsonDawn KulousekValerie QuarlesEric Thorson Regular Meeting of the Little Canada Planning CommissionThursday, October 13, 2022 5:30 p.m.City Center Council ChambersA G E N D A 515 Little Canada RoadLittle Canada, MN 55117www.littlecanadamn.org Staff LiaisonCorrin Wendell1.2.3.4.A.Documents:5.6.7.A.Documents:a.Documents:
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STAFF REPORT
TO: Chair Kwapick and Planning Commission Members
FROM:Corrin Wendell, Community Development Director
DATE: Thursday, October 13, 2022
RE: Final Plat/Variance/Rezoning– U.S. Home, LLC and Lennar – Case #1415
COVER MEMO
BACKGROUND
To consider recommending approval to the City Council for the Final Plat 1st Addition for U.S.
Home, LLC, and Lennar, Rezoning from R-1 Low Density Residential to R-2 Medium Density
Residential, and a Variance for the front and rear yard setbacks of the townhomes.
On March 24, 2022, Lennar held a Neighborhood Meeting at the Little Canada Elementary to
discuss the development and answer questions from the public.
At the May 5, 2022 Planning Commission meeting, the Planning Commission reviewed the
Preliminary Plat, Rezoning, and Variance request and recommended approval to the City
Council.
At the May 11, 2022 City Council Meeting and public hearing, the City Council reviewed the
Preliminary Plat, Rezoning, and Variance request. This item was tabled to allow for Site Plan
changes.
At the May 25, 2022 City Council meeting, the City Council voted to approve the Preliminary
Plat and move forward with the Final Plat, Rezoning, and Variance phases. Based on Council
discussion and public comment, Lennar provided an updated Site Plan that showed additional
circulation to address concerns about traffic, city road connections, and internal connections
within the private streets of the development.
The City process and requirements for Preliminary and Final Plats are outlined in the Subdivision
Ordinance, Section 1005. The Planning Commission reviews each of these requests and makes a
recommendation to the City Council. The City Council then reviews and makes a final
determination for the requests. Sometimes Preliminary and Final Plats are reviewed together and
sometimes they are reviewed separately, typically for larger parcels with more complex detail.
This development proposal will have a Preliminary Plat stage and a Final Plat stage for approval
of the 1st, 2nd, and 3rd Additions. Each Final Plat Addition will have a recommendation from the
Planning Commission and a final determination from the City Council to obtain all necessary
approvals.
The proposed development will follow the Final Plat process below:
o October 13, 2022 – Planning Commission Final Plat 1st Addition, Variance and Rezoning
o October 26, 2022 – City Council Final Plat 1st Addition, Variance, Rezoning, and
Development Agreement
o 2023 – Planning Commission and City Council – Final Plat 2nd Addition
o 2023/2024 – Planning Commission and City Council – Final Plat 3rd Addition
STAFF REPORT
TO: Chair Kwapick and Planning Commission Members
FROM:Corrin Wendell, Community Development Director
DATE: Thursday, October 13, 2022
RE: Final Plat/Variance/Rezoning– U.S. Home, LLC and Lennar – Case #1415
ACTION TO BE CONSIDERED
To consider recommending approval to the City Council for the Final Plat for U.S. Home, LLC,
and Lennar, Rezoning from R-1 Low Density Residential to R-2 Medium Density Residential,
Variance for front and rear yard setbacks.
BACKGROUND
The City has received a Final Plat, Rezoning, and Variance applications from U.S. Home, LLC,
Lennar, to construct a townhome community with (178) townhomes. Lennar plans to develop a
mix of row townhomes and back-to-back townhomes to achieve an overall R-2 medium density
zoning in accordance with future land use designations in the Comprehensive Plan. The site is
19.77 gross acres (861,180 sf) which includes 4.6 acres (200,376 sf) allocated to an overhead
powerline easement (approximately 9 units/acre). Lennar has purchased the parcels which are in
Planning District 10 as reflected in the 2040 Comprehensive Plan.
The Planning Commission reviewed the Preliminary Plat at the May 5th meeting. Then, the City
Council held a public hearing on May 11th and granted approval of the Preliminary Plat on May
25, 2022. Based on Council discussion and public comment, Lennar had provided an updated
Site Plan to show additional circulation to address concerns about traffic, city road connections,
and internal connections within the private streets of the development.
APPLICANT/OWNER:
U.S. Home, LLC
16305 36th Ave N.
Plymouth, MN 55446
The Pioneer Commons site plan consists of five (5) parcels located South of County Road D and
West of Edgerton Street:
PID# 05-29-22-21-0024 (0.58 acres / 25,265 sf)
3007 Vanderbie Street, Little Canada, Minnesota 55117
Lot 12, Block 2 of Gervais Heights, Ramsey County, Minnesota
Currently designated R-3 – Higher Density Residential
Existing use – R-1/Agricultural
And
PID# 05-29-22-21-0032 (16.62 acres / 723,967 sf)
3036 Vanderbie Street, Little Canada, Minnesota 55117
Lots, 1,2,3,4,5,6,7,8 and 9, Block 1, Gervais Heights
Lots, 1,2,3,4,5,6,7,8,9,10,11,20,21,22,23,24,25 and 26, Block 2, Gervais Heights AND
All that part of the West 179 feet of the East 730 feet of the North 254.10 feet of the East ½ of
the West ½ of Section 5, Township 29, Range 22, which lies between the East line of Vanderbie
Street produced North to North line of said Section 5, and the West line of said Lot 1, Block 1,
GERVAIS HEIGHTS, Ramsey County, Minn., produced North to North line of said Section 5,
(& other property). Subject to Highway.
Currently designated R-3/R-2 – Higher Density Residential / Medium Density Residential
Existing use – Agricultural
And
PID# 05-29-22-21-0031 (1.29 acres / 56,192 sf)
Desoto Street, Little Canada, Minnesota 55117
Lots 18 and 19, Block 2 of Gervais Heights, Ramsey County, Minnesota
Currently designated R-3 – Higher Density Residential
Exiting use – Agricultural
And
PID# 05-29-22-21-0030 (0.64 acres / 27,878 sf)
3034 Desoto Street, Little Canada, Minnesota 55117
Lot 17, Block 2 of Gervais Heights, Ramsey County, Minnesota
Currently designated R-3 – Higher Density Residential
Exiting use – R-1
And
PID# 05-29-22-21-0029 (0.64 acres / 27,878 sf)
Desoto Street, Little Canada, Minnesota 55117
Lot 16, Block 2 of Gervais Heights, Ramsey County, Minnesota
Currently designated R-3 – Higher Density Residential
Exiting use – R-1
The site is 19.77 gross acres (861,180 sf) which includes 4.6 acres (200,376 sf) allocated to an
overhead powerline easement. The enclosed site plan includes a table detailing the layout of the
proposed townhomes, the extension of public right-of-way and layout of private streets.
Development Overview
Infrastructure: The neighborhood will be served by public and private streets and public
utilities. An extension of Vanderbie will tie in at the northern boundary line through the
site and connect to Allen Avenue in the south. Additional private roads and visitor
parking will accommodate internal circulation throughout the community.
Ponding: The site is currently flat with poor drainage. The site will be graded to drain
toward the overhead powerline easement area where ponds will be established and
connected to the municipal drainage system.
Soil borings indicate organic and clay-like soils so infiltration may not be possible. Ponds
will be designed to collect water from the entire development and then slowly release into
the municipal system, thereby protecting adjacent and downstream properties.
Landscaping: Reforestation will be implemented throughout the site where possible, in
accordance with City code. Lennar also proposes to plant wooded buffers to screen
adjacent existing residents from vehicle headlights.
Developer/Builder: Lennar will act as both developer of the property and builder of the
homes. The community will be professionally maintained via an established HOA.
Development Features
Architecture: Lennar’s design team will carefully plan the color packages of each
building to avoid monotony and to ensure a visually appealing streetscape.
Existing Gas Line: The site’s northern boundary is encumbered by an existing gas line
blanket easement. Discussions of the pipeline resulted in a size reduction of the easement
area. The easement will be reduced to a 25’ setback from the center of the pipe. In
addition, City code has an additional setback related to pipeline easements. Given there
are existing homes within the setback created by City code, the City will match the newly
reduced pipeline easement area.
Variance: To accommodate the City Council’s request for increased density on the
northern portion of the site and create more green space along the southern boundary,
Lennar is requesting a variance for the front and rear yard setbacks of the townhomes
throughout the site. Due to the placement of the townhomes, not all townhomes will need
to utilize the flexibility in the variance and will comply with base zoning standards for
the R-2 District.
Proposed Homes and Architecture
The Liberty Series is a two-story row style townhome with 2-car garage.
Liberty Series
Units: 72 lots
Building Width: 25 feet
Bedrooms: 3 bedrooms
Bathrooms: 2.5/3 bathrooms
Garage: 2-car
Square Footage: 1,719 – 1,831
Base Price Range: **$364,990+
The Colonial Manor Series is a two-story back-to-back style townhome with 2-car garage.
Colonial Manor Series
Units: 106 lots
Building Width: 32 feet
Bedrooms: 3 bedrooms
Bathrooms: 3 bathrooms
Garage: 2-car
Square Footage: 1,769 – 1,800
Base Price Range: **$333,990+
**Pricing is estimated and subject to change based on current market conditions at time of sales.
Public Park and Trails
Trail Connection: In response to the Connected Ramsey County Bicycle Network document, the
future community has planned for a trail connection along the western boundary to connect trail
extensions throughout the overhead powerline easement area to Allen Avenue – providing access
to Pioneer Park.
Sidewalks: Sidewalks will be installed along the west side of Vanderbie to promote walkability
throughout the community.
Schedule
Land development work (grading, utilities, and streets) is intended to begin as soon as all
development permits are obtained with construction on model homes beginning fall 2022 and
homes could be ready for the Spring 2023 Parade of Homes. The overall project will likely be
developed in multiple phases. Lennar estimates full occupancy of the community will occur
approximately 2 to 3 years from the date sales begin. The Final Plat will be seen in the 1st, 2nd,
and 3rd additions by the Planning Commission and City Council.
Zoning:
The property is currently zoned R-1, Low Density Residential and is requested to rezone it to R-
2, Medium Density Residential to align with the Future Land Use Map of the Comprehensive
Plan.
Attachments:
Please see the enclosed Supplemental Information.
AERIAL MAP (Source: Ramsey County GIS)
CURRENT ZONING MAP (R-1)
COMPREHENSIVE PLAN FUTURE LAND USE MAP (Light Brown, Medium Density
Residential, Dark Brown, Higher Density Residential)
FINDINGS
What is a Major Subdivision?
A major subdivision is a division of a single parcel, lot, or tract into four or more separate
parcels, lots, or tracts. Subdivision by definition is the division of land by platting, conveyance,
registered land survey or other means into four or more lots, plats, sites or other divisions.
Chapter 1005.030. FINAL PLAT. The owner or subdivider shall submit a final plat together with
any necessary supplementary information. The final plat, prepared for recording purposes, shall
be prepared in accordance with provisions of Minnesota State Statutes and Ramsey County
regulations, and such final plat shall contain the following information:
Major Subdivision Filing Requirements:
1)Legal Description of land you want to divide.
The applicant has provided a legal description to the City as shown on the
application.
2)Proposed split line(s). Clearly identify each new parcel.
The applicant has provided the proposed split lines clearly identifying each new
parcel as shown on the certificate of survey.
3)Dimensions of all property lines and proposed use and area of each new lot.
The applicant has provided the dimensions of all property lines as shown on the
supplemental information. The applicant is seeking variances for the Front and Rear
Yard Setbacks. Due to the placement of the townhomes, not all townhomes will
require this exception, this is intended as a not to exceed setback limit.
4)Existing and proposed drainage and contour plan. The easements must be reflected on
the survey.
The applicant has provided a drainage and utility easements as shown on the final
plat.. The applicant complies with this standard.
5)Location and widths of proposed utility easements.
The applicant has provided utility easements as shown on the final plat. The applicant
complies with this standard.
6)Existing street rights-of-way, railroad and utility rights-of-way, parks and other public
open space, permanent building and easements within the existing lot and adjoining
lots.
The applicant has provided existing street rights-of-way as shown on the final plat.
7)Areas, other than street and utility easements, that you intend to dedicate for public
use, including their areas.
The applicant describes the linear trail and open areas under the existing power
lines.
Section 915, General Development Requirements:
Off-Street Parking and Loading:Townhouse, (2) spaces per dwelling unit for residents’ use
counting the private driveway plus a minimum of 1 shared space per 3 dwelling units for
visitors’ use. The proposal complies with this requirement and provides 356 townhome spaces
and 61 guest spaces.
Section 915.140, Landscaping and Screening:
This section outlines the various criteria for landscaping requirements including site landscaping,
plant sizes and varieties, screening, and tree and woodland protection. The proposal complies
with this requirement and includes an Overall Landscape Plan (Sheet LS-101) in the submittals.
On the east side of the development along the property line with adjacent property owners, small
berming and swaling will be utilized to screen potential headlights. Evergreen trees may be
added to this area and added to the existing plan if deemed necessary to help screen
development from adjacent properties.
Development Review Committee:
The Development Review Committee is made up of city staff including the City Administrator,
Community Development Director, Public Works Director, City Engineer, Code Enforcement,
Fire Chief, and Building Official. The proposal has been reviewed by the committee and
comments have been provided to the applicant.
Site Plan reviews include the following:
Land use, setbacks, number of housing units, land coverage, parking, environmental
impacts, traffic circulation,
Landscape improvements, vehicle and pedestrian movements, drainage and utilities,
security, fire protection, life and safety issues, grading, site preparation, right-of-way,
easements, tree preservation, outdoor trash,
Screening, signage, stormwater, wetlands, exterior lighting, and storm sewer alignment.
Traffic Study:
Ramsey County required a traffic analysis which is a study that anticipates the traffic counts, not
an actual study which cannot be done until after the project is done to count the actual vehicles.
The study shows that surrounding road networks are adequate to handle the additional traffic.
The models show there would be about 70 trips each in the morning and evening. There will be
design elements in the Vanderbie Street (bump-in and bump-outs) on the south end that can be
used for traffic calming.
Ramsey Washington Metro Watershed District Comments:
(Please see the Watershed’s Comments Memo)
At their October 5th meeting, the RWMWD reviewed Pioneer Commons, and recommended
approval of the Watershed District permit provided that the three provisions requested are met.
City Engineer Review:
(Please see the City Engineer’s Comments Memo)
Ramsey County Comments:
As noted in the City Engineer comments, a permit will be required from Ramsey County for
Vanderbie street and utility construction adjacent to and connecting to County Road D.
Other Review Agencies:
As noted in the City Engineer comments, other agencies such as the Metropolitan Council,
Excel, BP, etc. will have permits that may be required.
Comprehensive Plan:
The proposal is consistent with the Comprehensive Plan. The Plan states that the R-2 Medium
Density Residential District is reserved for a density range of 4 to 10 units/acres, the density of
this project is 9 units/acres with a gross area of 19.7 acres and (178) units.
Comprehensive Plan Goals:
Comprehensive Plan goals that support the development are listed below:
Chapter 1: Introduction
•City’s vision detailed as an ‘Age-Friendly Community’ – where the land use plan
allows for the expansion of housing options.
Chapter 2: Land Use
•Population forecasts project the addition of up to 300 more residents over the next
10-15 years as the city is fully built out with the addition of nearly 250 more
households.
•The Future Land Use Plan identifies up to 59 acres or 2% of the City’s land to be
utilized for future medium density residential. The parcels are also located in
District 10, which forecasted medium to high density residential development.
Chapter 3: Housing
•The Housing Strategy is to achieve new housing through redevelopment of certain
sites from lower-density to achieve infill on open parcels. Infill and
redevelopment are guided toward middle and higher density housing types.
•Projected growth for developed communities is anticipated to occur through
reinvestment at higher development densities. The City’s land use policies and
strategies reflect this regional strategy. The private market is expected to respond
to the need for additional housing by making good use of available properties.
Zoning Map Amendment, Rezoning:
Current Zoning District:
R-1, Low Density Residential District
Proposed Zoning District:
R-2, Medium Density Residential District
What is a Zoning Map Amendment?
A Zoning Map Amendment is a change in the designation of the zoning district in the official
zoning map.
Chapter 917.050 (E) Approval Criteria:
Recommendations and decisions on zoning amendments shall be based on consideration of the
following criteria:
1.Whether the proposed amendment corrects an error in the original text or map; or
This does not apply.
2.Whether the proposed amendment addresses needs arising from a changing
condition, trend, or fact affecting the subject property and surrounding area; or
Yes, this property is proposed to be developed into a townhome community (178 townhomes) to
support the housing needs of the city.
3. Whether the proposed amendment is consistent with achieving the goals and objectives
outlined in the Comprehensive Plan.
Yes, this proposed rezoning request is consistent with the City’s 2040 Comprehensive Plan that
achieves the goals and objectives outlined in the Comprehensive Plan. The property is currently
guided Low Density Residential and would be requested to be rezoned to Medium Density
Residential. The proposal is consistent with the Comprehensive Plan. The Plan states that the R-
2 Medium Density Residential District is reserved for a density range of 4 to 10 units/acres, the
density of this project is 9 units/acres with a gross area of 19.7 acres and (178) units.
Variance:
Zoning Code Section 917.080, Variances:
The variance process is intended to provide limited relief from the strict requirements of
this ordinance in those cases where the reasonable conditions of a particular requirement
will create practical difficulties because of circumstances unique to the property. It is not
intended that variances be granted to allow a use not permitted by the underlying zoning
district, nor to merely remove inconveniences or financial burdens that the requirements
of this ordinance may impose on property owners in general. Variances are intended to
address extraordinary, exceptional or unique situations that were not caused by the
applicant’s act or omission. Variances may be allowed from restrictions placed on
nonconformities.
Criteria for Approving a Variance:
1. A variance may be approved only if these criteria are met:
a. The request is in harmony with the purposes and intent of this ordinance.
b. The variance is consistent with the Comprehensive Plan.
c. The applicant can demonstrate that there are “practical difficulties” in complying with the
regulation(s) in question. Determination of whether practical difficulties exist shall be based
on the following:
1. The property owner proposes to use the property in a reasonable manner permitted by
this ordinance;
2. The plight of the land owner is due to circumstances unique to the property not created
by the landowner;
3. The variance will maintain the essential character of the locality.
2. Practical difficulties include, but are not limited to, inadequate access to direct sun light
for solar energy systems.
3. Economic considerations alone shall not constitute a sufficient basis for a Variance if
reasonable use for the property exists under the regulation.
4. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes
216C, Subd. 14, when in harmony with this ordinance.
5. The City Council may impose conditions in the granting of a variance. Such conditions
must be directly related to and bear a rough proportionality to the impact created by the
variance.
The applicant is seeking variances for the Front and Rear Yard Setbacks of the townhome units.
Due to the placement of the townhomes, not all townhomes will require this exception as shown
on the Final Plat, this is intended as a not to exceed setback limit. The City Council requested
that the site plan show a gradual placement of units to achieve a lower density towards the
southern end of the development and increase density as the development moves to the north end
of the development. In order to achieve this goal, the applicant requires smaller front and rear
yard setbacks in certain areas to be able to place the townhomes appropriately. The front yard
setback variance request is from 25 feet to 20 feet in some places. The rear yard setback
variance request is from 30 feet to 20 feet in some places.
City staff does not find this proposal to be detrimental to the public health, welfare, or injurious
to other property in the territory in which the property is situated as this development is internal
to itself and all units will be affected by this change. This does not impact adjacent properties.
In addition, under Minnesota law, we find that practical difficulty has been met, meaning (1) the
property owner proposes to use the property in a reasonable manner permitted by the ordinance,
(2) the owner's plight is due to circumstances unique to the property not created by the property
owner.
The request for variance is not based on an economic hardship and solely based on the physical
aspects of the configuration of the site and is the best and highest use of the property.
Public Hearing:
A Final Plat, Rezoning, and Variance requires a Public Hearing and the City Council will open
the hearing at their October 26, 2022 meeting to take comment from the public. At that time,
they will consider comments from the public and application from the Planning Commission.
Public hearing notice letters were sent to addresses within 350 feet of the parcel as well as to the
Pioneer Press for publication.
Next Steps:
The proposed development will follow the process schedule below:
October 26, 2022 – City Council Final Plat, Variance, Rezoning and Development Agreement
RECOMMENDED ACTIONS
1.To recommend approval for the Final Plat for U.S. Home, LLC, and Lennar, contingent
upon the following:
a.Incorporating City Engineer comments into Final Plat submittal
b.Incorporating RWMWD comments into Final Plat submittal
c.Incorporating Ramsey County comments into Final Plat submittal
2.To recommend approval for a Zoning Map Amendment, Rezoning, for U.S. Home, LLC,
and Lennar, to amend the official Zoning Map of the City of Little Canada, from R-1
Low Density Residential to R-2 Medium Density Residential for the following (5)
parcels:
a.PID# 05-29-22-21-0024
b.PID# 05-29-22-21-0029
c.PID# 05-29-22-21-0030
d.PID# 05-29-22-21-0031
e.PID# 05-29-22-21-0032
3.To recommend approval for a Variance for U.S. Home, LLC, and Lennar, for the
following setbacks:
a.Front Yard Setbacks from 25 feet to 20 feet.
b.Rear Yard Setback from 30 feet to 20 feet.
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
October 6, 2022
Corrin Wendell
Community Development Director, Planner
City of Little Canada
RE: Pioneer Commons, First Addition – Final Plan Review Comments (Civil)
Corrin,
I have reviewed the Pioneer Commons “First Addition Streets and Utilities Buildout” plans dated
09/23/2022. These plans were prepared by WSB and submitted by Lennar Homes. The plans were
reviewed for conformance with the City’s comprehensive plan, City code, and industry standards for
street, utility, and stormwater management construction. Below is a comprehensive list of
administrative items that will need to be addressed through the development agreement as well as
technical comments that should be addressed in a revised final plan submittal prior to acceptance.
Administrative
• A letter of credit will be required in the amount of 125% of the estimated construction costs.
The estimated construction cost of $2,100,000 provided by the developer’s engineer is sufficient
for a construction cost estimate.
• A cash escrow in the amount of $122,800 will be required for the First Addition of this project.
The escrow will be used for consulting reviews (engineering and legal) during the final plan and
development agreement phase of the project. The escrow will also be used for consulting
oversight and inspection of public infrastructure (Vanderbie Street, trails, all watermain, all
sanitary sewer, all public storm sewer, stormwater management BMP’s). The cash escrow will
also be used for warranty inspections and associated coordination with the developer. A
detailed escrow worksheet will be provided in the development agreement. The City reserves
the right to charge additional consultant fees as needed.
• An as-built grading and utility plan will be required and shall be signed by a MN registered land
surveyor or professional engineer certifying that the grades are as shown on the final submitted
grading plan. A copy of the as-built requirements worksheet can be provide upon request.
• The developer will need to prepare an exhibit(s) that outlines which streets, utilities, and
stormwater management features are deemed private versus public. They should include any
other infrastructure items I am not thinking of. This figure will be included in the development
agreement.
• Consent documents must be provided from Xcel Energy and BP Oil for encroachment into their
existing private utility easements
Name: Corrin Wendell
Date: October 7, 2022
Page: 2
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
Final Plat Comments
• An ingress/egress easement over outlots E through M will need to be recorded concurrently
with recording of the final plat.
• Public utilities are being installed within Outlot B as part of the First Addition. Public utility
easements should be defined in the plat to cover the utilities.
• Trail easement rights are necessary within Outlot C – either include w/ the overarching Drainage
and Utility Easement note or detail a separate trail easement over the trail within the Outlot.
Include a trail easement within Outlot B for installation of the trail in the First Addition.
• Outlots J, K, L, M should include drainage and utility easement rights. There is no platted
boundary drainage and utility easement along Vanderbie Street for private utilities as is typical
and required by ordinance.
Plan Review Comments
Cover Page
• Update civil engineer name and contact information (Kyle Hoff)
• Final plans should be signed by WSB with block for City Engineer approval signature
Overall Existing Conditions Plan
• According to City as-builts, the watermain extending south along Desoto Street from County
Road D is 10” diameter DIP, not 16” diameter as labeled in the plan.
Demolition Plan
• Note F - applies to storm sewer structure at intersection of Desoto Street and County Road D. I
cannot tell how this structure needs to be reconfigured without a design for Desoto Street. This
will be reviewed in a future addition submittal.
• Note G – hydrants should be salvaged to City maintenance staff for parts. Install new hydrants
where hydrants are impacted.
• Note L – this note should be re-emphasized on sheets CU-103 and CU-104. Maintaining existing
sewer service to residents is very important.
• Show or add note that pavement cut at the intersection of Vanderbie Street and Allen Avenue
should extend to curb lines and radius points in all directions. This road was just redone and
won’t be touched again for 25+ years. I want to make sure we have straight joints perpendicular
to traffic for a strong long-term patch at this intersection.
Phasing Plan
• The phasing plan east of Vanderbie Street, north of the powerline easement is unclear. Only a
portion of the eastern stormwater BMP is included with the First Addition boundary. Also, a
portion of Street 1 and a grouping of townhome units is within the First Addition boundary.
Name: Corrin Wendell
Date: October 7, 2022
Page: 3
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
Overall Site Plan
• All keynotes – update the detail plate callouts to match detail plate number and associated
sheet number.
• Note F – maintain 6’ sidewalk width around power pole for plowing purposes.
• Note I – the City now has a standard detail for these park benches on concrete slabs. Reference
detail.
• Note J – given there are driveways proposed on Vanderbie Street near Street 1, this curb could
be surmountable to allow more flexibility in where the driveway goes. If you have a very strong
plan for the driveway location and want to stick with B618, add a note that curb cuts should be
staked and installed at driveway locations.
• Note M – permanent barricades should be installed at First Addition limits w/ future road
extension signs until roads are extended with future additions. WSB can provide a detail for this
(Woodbury has a good detail).
• Note O – due to its nature as a mid-block crossing, we have previously talked about an enhanced
crossing. Please include RRFB signs at this crossing. On that note, include an overall signing plan
for the First Addition.
• Is there a reason the trail cannot be installed east of Vanderbie Street as part of the First
Addition? Additionally, is there a reason the trail cannot be installed south of Desoto Street as
part of the First Addition? This would provide First Addition residents with trail access to
Thunder Bay Park (and associated trail) and Pioneer Park.
Mass Grading, Drainage, & Erosion Control Plan
• The grading plan scale, text size, and number of notes makes it very difficult to review the
grading plan, follow contours, review storm sewer, etc.. A larger scale version of the grading
plan would benefit all project stakeholders. Please modify accordingly. Grading will be re-
reviewed with updates submittal.
• Label EOF elevations for local low points within the site. Also show nearest LFE to local low
points. Example: STCB-5126, unlabeled structure near BL 29 LOT 1 (sheet number unlabeled but
is likely CG-103.
• The erosion control blanket hatching is very hard to see. Please modify the linetype so that it is
visible.
Grading Notes
• Note 14 under grading notes section – 6” of topsoil should be provided in non-paved areas.
Storm Sewer Structure Table
• Several flared ends are completely submerged as they discharge into ponds. There appears to
be vertical clearance to raise pipes so that inverts are at or just below pond NWL’s. Please
revise.
• Ensure public catch basins and manholes have castings R-3067 and R-1733, respectively. Storm
and sanitary per detail STO-8. Any public boulevard drains should be beehive style R-4342.
Name: Corrin Wendell
Date: October 7, 2022
Page: 4
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
Pond Details
• Remove sluice gate from OCS.. not practical given the height of the weir wall at the orifice
elevation. Water can be pumped over the weir wall to drain the system during times of
maintenance.
• The OCS detail should be drawn closer to a real scale. The outlet pipe and draintile pipe are
shown at the same grade or higher than the inlet pipe but are actually 4’ lower. This makes it
difficult to visualize how the OCS operates. The sump on the upstream side of the weir should
be filled with concrete and the structure can be made so that there is no sump on the
downstream side.
• Change the treated timber to vinyl sheet pile for the transition from wet pond to filtration basin.
• There doesn’t appear to be a planting plan for the filtration basin. If this is indeed the case, the
filtration media should be modified to remove the 30% compost and only include 100% clean
sand. If plantings in the filtration media are proposed, keep the compost and include a low
maintenance planting plan in the plans.
• Construction notes should be added to the detail to ensure impermeable / clay soils are used to
separate the wet pond from the filtration basin. Permeable soils will lead to inadvertent pond
draining.
Street and Storm Plan/Profile
• Provide a ‘bump-in’ at the south end of Vanderbie as it approaches the Allen Avenue
intersection. This roadway construction would be 22’ face to face with an approximately tangent
of 100’. The taper to the bump in should occur after the two existing residential driveways on
the east side. Additionally, provide a ‘bump-in’ to 22’ at the trail crossing.
• A permit will be required from Ramsey County for Vanderbie street and utility construction
adjacent to and connecting to County Road D.
• Vanderbie: what is the plan with the existing catch basin at the intersection with County Road
D? This will need to be modified/reconstructed to fit the new pavement. (CG-107)
• Vanderbie: shift LP at Sta. 11+77 to get catch basins out of driveway entrances
• Vanderbie: are structures 5221/5222 intended to be sump structures? They have approximately
18” of sump depth deeper than pipe inverts and are visually depicted as sump structures. Either
remove the sumps if not being used for stormwater management or size the sump depth to
match the structure diameter. This comment applies to many catch basins that have a sump
elevation denoted in the storm structure table.
• General note: increase storm sewer linetype – it so small it gets lost underneath the curb lines
• Vanderbie: move catch basins 5223/5220 a few feet further north. As shown, will be too close to
pedestrian ramp curb tapers.
• The trail crossing at Vanderbie depicts asphalt between the sidewalk and street. This should be a
concrete pedestrian ramp.
• General note: any structures that need to be raised to the final lift of asphalt should be shown in
plan view (sanitary castings, gate valve boxes, etc.)
Name: Corrin Wendell
Date: October 7, 2022
Page: 5
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
• Vanderbie: show catch basins near Allen Ave in profile view on sheet CG-110. No invert or rim
data is provided for the existing storm sewer manhole in Allen Avenue that is being connected
to.
• Provide intersection detail sheets for all intersections – intersection details should show radii
curb grades, street crown transitions, PVI locations, etc.
Street and Utility Plan/Profile
• MPCA Sanitary Sewer Extension Permit – provide a copy prior to starting construction
• DOH Watermain Extension Permit – provide a copy prior to starting construction
• Label sanitary sewer size, type, and slope on all sheets (missing on CU-101)
• All proposed watermain is shown as DIP. Project team previously requested and was given
permission to use C900. Just pointing this out in case it is an oversight in the drawings. Denote
on the plans weather copper or plastic water services are being used.
• Denote on the plans that tracer wire is required for all plastic watermain and services, in
accordance with MRWA specification.
• Show and label all drainage and utility easement lines in plan view along all private streets. Curb
stops should be located on the D/U easement line.
o It is difficult to tell without the easement lines turned on, but it appears the watermain
along Street 4 may be outside of the drainage and utility easement. Will confirm once
revised plan is submitted showing utility easement lines. Hydrant and curb stop are
likely outside of utility easement.
• Label existing size and type of existing watermain along County Road D that is being connected
to. W-1 is denoted at the connection – include a note or callout specifying how the connection is
made.
• Provide exhibit that shows hydrant spacing with 250’ radii around hydrants to demonstrate
property coverage across the site. Example – I only see one hydrant for all of Street H and its at
the very end (680’ long)
• Hyd-1 on sheet CU-101 should be a new hydrant.
• Extend SANMH-7 to the north to eliminate the bend in the sewer service.
• General note: place curb stops at the right-of-way line
• Show petroleum pipeline (BP) in profile view as a crossing pipe with approximate depth. I am
guessing that BP staff will require potholing, watchdog, etc. Include notes on the plan sheet
accordingly.
• Provide additional depth to SANMH-7. There is a high likelihood of conflicts between sewer
services and the watermain between stations 11+00 and 12+50 on the west side.
• General note: curb stops should be located on the right-of-way line. A tail can be installed to get
the service further from the right-of-way line for future connection during building construction.
Name: Corrin Wendell
Date: October 7, 2022
Page: 6
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
• Sheet CU-101: remove gate valves on Street 1.. show as ‘future’ gate valves when the stubs get
connected to. In the interim, stubs will need a corporation stop and 1” line extended to the
surface for flushing. The lines will need to be removed after successful pressure and bacteria
testing and flushing. In future additions, the plugs will be removed and a new gate valve will be
installed. Include gate valve on southern side of the tee to accommodate future connections
and minimize water outages. Shift both sewer and water mains north ~2’ so future gate valves
are not in curblines. Apply this methodology to all watermain stubs and update valving
accordingly.
• General note: sewer services should be downstream of water services.
• General note: show hydrant valves in plan view as part of hydrant and valve assembly
• Sanitary sewer is 17’+ deep near Street 4. Include and detail sanitary sewer risers when service
depths are greater than 14’.
• General note: hydrant along Vanderbie should be offset 3’ from the sidewalk to ensure the
hydrant valve does not end up in the curb. There are locations where the hydrant is only 3’
behind the curb which could cause problems.
• Sheet CU-104: move hydrant in northwest quadrant of Allen Ave intersection so that hydrant
lead and valve aren’t in conflict with the storm sewer structure
• Sheet CU-104: no connection elevation is shown at existing sanitary sewer manhole. As visually
depicted, an outside drop will be required. Show and detail this work accordingly, including
reconstruction of the manhole bench and invert.
• Sheet CU-104: no information provided for size, type, and method of connection to the existing
watermain.
• Sheet CU-104: sewer and water connections within Allen Ave will undermine existing large-
diameter storm sewer – especially the deeper sanitary sewer. My guess is that the contractor
will need to remove/salvage and reinstall the storm sewer. Please consider this and make any
plan adjustments as necessary so that it is considered in advance versus a construction issue.
• Sheet CU-104 / Street H: sanitary sewer services will be in conflict with watermain between
stations 16+00 and 16+80. Providing addition sanitary sewer depth should eliminate the
conflicts.
• Sheet CU-104 / Street H: extend hydrant to 5’ behind curb – currently only 2’ behind curb and
hydrant valve will be in curb. It is difficult to tell from the plans what the proposed wall height is
here. Additional frost protection may be needed around the hydrant to prevent frost
penetration through the wall.
• Sheet CU-104 / Street H: extend sewer so that services do not require bends – manhole directly
behind the curb should suffice.
• Sheet CU-105 / Street H: No design roadway profile shown in profile view. Please add. Profile
view missing many utility components as well.
• Sheet CU-105 / Street H: sanitary sewer services to conflict with the watermain at crossing
between stations 10+25 through 11+50.
Name: Corrin Wendell
Date: October 7, 2022
Page: 7
H:\Heidi\Planning\Planning Cases\1415 - Lennar - Final Plat 1st addition Variance Rezoning - Paul Tabone\City Engineer Comments Review Memo 10.6.docx
• Sheet CU-105 / Street H: storm sewer along eastern curb line will pose problems with sanitary
sewer services and watermain services. Notes should be include to address possible vertical
conflicts – perhaps installing water services low so that storm sewer can come in over the top
after. Include insulation where water services and storm sewer have less than 18” of separation.
• Sheet CU-105 / Street H: Extend SANMH-12 to the north so that the water service to east can be
installed straight. Similar note for SANMH-13.
• Sheet CU-106 / Street G: watermain in profile view appears to be just over 5’ deep in many
locations… Ensure 7.5’ of cover is provided for all watermain across the project – double check
all locations.
• Sheet CU-106 / Street G: sanitary sewer manholes in profile view appear to have sumps below
the pipe invert. This applies to many manholes throughout project – check all of them.
• Sheet CU-106 / Street G: SANMH-9 rim is floating above the design street profile
• Sheet CU-106 / Street G: review possible sanitary sewer service / watermain conflicts on the
north end. Also review water service / storm sewer crossing conflicts per previous comments.
• Sheet CU-107 / Street 4: is there any benefit to installing the water and sewer service to Lot 3 BL
31 as part of the First Addition work? I think they could be installed in a future additions as well.
• Sheet Cu-107 / Street 4: no watermain stub annotation provided. Refer to previous notes
regarding watermain stubs.
• Sheet CU-108 / Street 2: 18” minimum separation does not appear to be provided between
storm sewer and watermain crossings near stations 19+60 and 20+50. Provide insulation when
only 18” is provided.
• Sheet CU-108 / Street 2: general note for all sanitary sewer stubs –show future sanitary sewer
extension in a grey hatch to the next/future manhole. Will likely need to extend plan and profile
views. Showing the future pipeline helps ensure current design grades will accommodate
extensions.
Detail Plates
• Include 2022 version of City of Little Canada detail plates (some details in plans are not current)
• Include typical MnDOT pedestrian ramp details
Sincerely,
Bolton & Menk, Inc.
Eric Seaburg, PE
Little Canada City Engineer
October 5, 2022
Melissa Duce
Lennar Homes
16305 36th Ave N #600
Plymouth, MN 55446
Nicole Soderholm, Permit Coordinator
Pioneer Commons 22-28
On 10/5/2022 the Board of Managers of the Ramsey-Washington Metro Watershed
District reviewed your application for the above-described project. A motion was
duly made, seconded and passed approving this project providing that the
provisions of the permit are met. Your Watershed District permit is being withheld
until the project plans are revised to incorporate all special provisions of the
permit.
Please contact Nicole Soderholm at 651-792-7976 or
nicole.soderholm@rwmwd.org if you have any questions regarding these provisions.
SPECIAL PROVISIONS
1. The applicant shall submit the final, signed plans set including phased erosion
control plans as applicable.
2. The applicant shall submit the executed maintenance agreement for the
proposed stormwater facilities.
3. The applicant shall submit written confirmation that the City of Little Canada has
reviewed and approved the increase in discharge rates from the north outfall.
Bob Barth
To:
From:
Re:
cc:
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-TITL-PH 1-PLAN.dwg 9/23/2022 10:50:34 AMCS-001
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WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709TITLE SHEET
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-TITL-PH 1-PLAN.dwg 9/23/2022 10:50:34 AMCOUNTY:RAMSEY
SECT 5, TWP 29, RNG 22
PROJECT LOCATION
A CALL TO GOPHER STATE ONE, 811 OR
(651-454-0002) IS REQUIRED A MINIMUM OF 48
HOURS PRIOR TO PERFORMING ANY
EXCAVATION.
PROJECT LOCATION
PIONEER COMMONS
LENNAR HOMES
PROJECT LOCATION MAP
LITTLE CANADA, MINNESOTA
PROJECT OWNER/DEVELOPER
LENNAR HOMES
16305 36TH AVENUE NORTH
SUITE 600
MINNEAPOLIS, MN 55446
CONTACT: MELISSA DUCE
PHONE: (763) 249-3000
EMAIL: MELISSA.DUCE@LENNAR.COM
PROJECT CONTACT LIST
CIVIL ENGINEER
WSB, INC.
DBA: WSB ENGINEERS & SURVEYORS, INC.
701 XENIA AVE. S., #300
GOLDEN VALLEY, MN 55416
CONTACT: JAMES SOLTIS, PE
PHONE: (763) 541-4800
FIRM #16849, EXP. 7/31/2022
EMAIL: JSOLTIS@WSBENG.COM
CITY OF LITTLE CANADA
PLANNING DIVISION
515 LITTLE CANADA ROAD EAST
LITTLE CANADA, MN 55117
CONTACT: CORRIN WENDELL
PHONE: (651) 766-4046
FAX: (651) 766-4048
EMAIL: CORRIN.WENDELL@LITTLECANADAMN.ORG
ELECTRIC
XCEL ENERGY
414 NICOLLET MALL, 6TH FLOOR
MINNEAPOLIS, MN 55401
CONTACT: SETH WIGHT
PHONE: (612) 342-8926
CELL: (651) 955-5104
EMAIL: SETH.J.WIGHT@XCELENERGY.COM
GAS
XCEL ENERGY
1700 E COUNTY ROAD E
WHITE BEAR LAKE, MN 55110
CONTACT: SCOTT WIDMER
PHONE: (651) 779-3506
FAX: (651) 779-3139
EMAIL: SCOTT.A.WIDMER@EXCELENERGY.COM
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF THE
DETAILED SPECIFICATIONS.
2.CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL PAY ALL PERMIT AND OTHER ASSOCIATED FEES REQUIRED BY LOCAL,
STATE AND FEDERAL AGENCIES.
3.EXISTING SITE INFORMATION WAS TAKEN FROM SURVEY INFORMATION PROVIDED BY PIONEER
ENGINEERING, & WSB ENGINEERING. EXISTING UTILITY INFORMATION PROVIDED BY CITY OF
LITTLE CANADA GIS LINEWORK, AND BOTH SURVEYS. ACTUAL FIELD CONDITIONS MAY VARY.
VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION. NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES AFFECTING THE
SCOPE OF THIS CONTRACT.
4.PROTECT ALL PROPERTY CORNERS. RELOCATE BENCHMARKS AS NECESSARY WITH NEW
BENCHMARK LOCATIONS WITHIN A TOLERANCE OF 0.010 VERTICAL FEET.
5.THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY MARKING AUTHORITY PRIOR TO
CONSTRUCTION.
6.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL DEVICES TO
CONFORM TO THE LATEST VERSION OF THE MINNESOTA "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" (MUTCD). ALL COSTS ASSOCIATED WITH LABOR, MATERIALS, AND
EQUIPMENT TO FURNISH AND MAINTAIN TRAFFIC CONTROL WILL BE CONSIDERED INCIDENTAL TO
THE PROJECT.
7.UPON COMPLETION OF WORK, THE CONTRACTOR SHALL PROVIDE REDLINED COPIES OF
CONSTRUCTION DOCUMENTS TO THE ENGINEER REFLECTING ACTUAL INSTALLATION AS
APPROVED BY THE ENGINEER AND/OR OWNER.
8.GRADING ACTIVITY WHICH BLOCKS TRAFFIC OF ANY STREET, ALLEY, OR DRIVE IS SUBJECT TO
APPROVAL BY THE CITY.
9.CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER AND OWNER IF
CONTAMINANTS ARE FOUND IN THE EXISTING SOILS.
10.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW
WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.
11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA REGULATIONS IN THE
EXECUTION OF WORK UNDER THIS CONTRACT.
12.THE CONTRACTOR SHALL APPLY FOR A CITY OF LITTLE CANADA GRADING PERMIT BEFORE
STARTING WORK. NO WORK MAY BEGIN UNTIL THE PERMIT HAS BEEN RECEIVED AND THE
CONTRACTOR MUST COMPLY WITH THE TERMS OF THE PERMIT.
13.ALL EXTERIOR BUILDING WALLS AND FOUNDATIONS ADJACENT TO PERVIOUS NON-PAVED AREAS
SHALL BE WATERPROOFED TO AN ELEVATION OF 0.5' ABOVE SAID EXTERIOR PERVIOUS GRADE IN
ACCORDANCE WITH ARCHITECTURAL PLANS AND SPECIFICATIONS.
GENERAL NOTES
FIRST ADDITION STREETS AND UTILITIES BUILD-OUT- 09/23/2022
Sheet List Table
Sheet Number Sheet Title
CS-001 TITLE SHEET
CE-101 OVERALL EXISTING CONDITIONS PLAN
CE-102 EXISTING CONDITIONS PLAN-NORTH
CE-103 EXISTING CONDITIONS PLAN-SOUTH
CD-101 OVERALL DEMOLITION PLAN
CD-102 DEMOLITION PLAN-NORTH
CD-103 DEMOLITION PLAN-SOUTH
CS-101 PHASING PLAN
CS-102 OVERALL SITE PLAN
CS-103 SITE PLAN-NORTH
CS-104 SITE PLAN-SOUTH
CG-101 GRADING, DRAINAGE, & EROSION CONTROL PLAN
CG-102 GRADING, DRAINAGE, & EROSION CONTROL PLAN-NORTH
CG-103 GRADING, DRAINAGE, & EROSION CONTROL PLAN-SOUTH
CG-104 GRADING NOTES
CG-105 STORM SEWER STRUCTURE TABLE
CG-106 POND DETAILS
CG-107 STREET & STORM PLAN AND PROFILE
CG-108 STREET & STORM PLAN AND PROFILE
CG-109 STREET & STORM PLAN AND PROFILE
CG-110 STREET & STORM PLAN AND PROFILE
CG-111 STREET & STORM PLAN AND PROFILE
CG-112 STREET & STORM PLAN AND PROFILE
CG-113 STREET & STORM PLAN AND PROFILE
CG-114 STREET & STORM PLAN AND PROFILE
CG-115 STREET & STORM PLAN AND PROFILE
CU-101 STREET UTILITY PLAN AND PROFILE
CU-102 STREET UTILITY PLAN AND PROFILE
CU-103 STREET UTILITY PLAN AND PROFILE
CU-104 STREET UTILITY PLAN AND PROFILE
CU-105 STREET UTILITY PLAN AND PROFILE
CU-106 STREET UTILITY PLAN AND PROFILE
CU-107 STREET UTILITY PLAN AND PROFILE
CU-108 STREET UTILITY PLAN AND PROFILE
CU-109 STREET UTILITY PLAN AND PROFILE
CU-110 WATER AND SANITARY SEWER STRUCTURE TABLE
LS-101 OVERALL LANDSCAPE PLAN
LS-102 ENLARGED LANDSCAPE PLAN-NORTH
LS-103 ENLARGED LANDSCAPE PLAN-SOUTH
LS-104 COLONIAL MANOR LANDSCAPE PLAN
LS-105 TOWNHOME LANDSCAPE PLAN
LS-106 OVERALL SEEDING PLAN
LS-107 COLONIAL MANOR MATERIALS PLAN
LS-108 TOWNHOME MATERIALS PLAN
LS-109 LANDSCAPE DETAILS
CS-501 CIVIL DETAILS
CS-502 CIVIL DETAILS
CS-503 CIVIL DETAILS
CS-504 CIVIL DETAILS
CS-505 CIVIL DETAILS
CS-506 CIVIL DETAILS
PUBLIC WORKS
515 LITTLE CANADA ROAD EAST
LITTLE CANADA, MN 55117
CONTACT: BILL DIRCKS
PHONE: (651) 766-4029
FAX: (651) 766-4048
EMAIL: BILL.DIRCKS@LITTLECANADAMN.ORG
CITY ENGINEER - BOLTON AND MENK
111 WASHINGTON AVE S., SUITE 650
MINNEAPOLIS, MN 55401
CONTACT: ERIC SEABURG
PHONE: (763) 732-8751
EMAIL: ERIC.SEABURG@BOLTON-MENK.COM
XXXXXXXXX
MB
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N00°47'47"W 95.56N89°57'54"W 279.49 N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.00ALLEN AVENUE
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PIPELINE (FIELD LOCATED)PIPELINE (PLAN)
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RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 NEX. STMH
RIM: 903.34
INV: 900.44 W
EX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")VANDERBIE STREETPIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP (P
L
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8" DIP
8" DIP
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6" WMVANDERBIESTREET36" STORMSTORM15" RCP
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15" RCP
STORM36"
RCP
8" DIP
COUNTY
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DESOTOSTREET6" DIP16" DIP12" RCP12" RCP
12" RCP
8" VCP8" VCP8" VCP
8"PVC12" RCP
8" VCP
12" RCP STORMSTORMPATRINAWAYDAVIDCIRCLESTORMXMB
MB
MBMB
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>>>N89°57'56"W 269.39
60VANDERBIE STREET3333CF
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM
6" WM>>RIM: 907.55
INV: 893.55 S
8" VCP12" RCP15" RCPSTORMEX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")
INV: 906.10
INV: 906.4812" CMP12" CMP12" CMPINV: 907.58
INV: 907.24
18" CMPINV: 907.48
INV: 907.14
ALLEN AVENUE RIM: 905.14
INV: 887.54 E
INV: 887.54 W
INV: 887.64 S
INV: 894.64 S
INV: 887.74 N
INV: 892.64 N
EX. CB
RIM: 904.40
30" STORM 30" STORM 30" STORM 30" STORM 30" STORM
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CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709OVERALL
EXISTING
CONDITIONS
PLAN
GERVAIS LAKE
NOT TO SCALE
PROJECT LOCATION
LEGEND (EXISTING CONDITIONS)
F
oh
S
ST
PROPERTY LINE
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY LINE
EXISTING SECTION LINE
EXISTING LOT LINE
EXISTING EASEMENT LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING WATERMAIN
EXISTING WATER VALVE
EXISTING HYDRANT
EXISTING WELL
EXISTING SANITARY SEWER PIPE
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM SEWER PIPE
EXISTING STORM SEWER MANHOLE, CATCH BASIN
EXISTING FIBER LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING MAILBOX
EXISTING AERIAL TOWER, POWER POLES, GUY WIRE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND GAS PIPELINE
EXISTING PEDESTALS, SMALL UTILITY STRUCTURES
EXISTING SIGN
EXISTING FENCE LINE
EXISTING TREES
EXISTING VEGETATION LINE
EXISTING CURB AND GUTTER
D
C
MB
p e t r o
EXISTING BUILDING
EXISTING BITUMINOUS SURFACE
EXISTING GRAVEL DRIVEWAY
1020
1019
LOCATION MAP
XXX X
X X X X X X X X X X X X
MB
>>>>>>>>>>>>>>>>>||||||||||||||
|
|
||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.0060
TRUNK H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
17
3317
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
FIBER OPTIC
MARKER
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
EX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 N
EX. STMH
RIM: 903.34
INV: 900.44 W
VANDERBIE STREETPIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP
15" RCP
S
T
O
R
M
15" RCP
S
T
O
R
M36"
RCP
COUNTY
R
O
A
D
D
E
A
S
T
8" VCP
||15" RCP STORM||K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-EXIST-COND-PH 1-PLAN.dwg 9/23/2022 10:50:50 AMCE-102
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709EXISTING
CONDITIONS
PLAN-NORTH
N
SCALE IN FEET
0
H:
50 100
SEE BELOW
MATCHLINE -
XXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||||||||N00°56'17"W 1100.00S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 S00°49'52"E 800.00ALLEN AVENUE33
3333
33
33
17
LP TANK
CCCCCCCEX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
8" DIP
16" DIP
8" WM
8" WM
6" WMVANDERBIE36" STORMSTORMDESOTO STREET12" RCP12" RCP
8" VCP8" VCPXXXMB
MB
MBMB
MB >>>>>>>>>>>>>>>N89°57'56"W 269.39
60 VANDERBIE STREET3333C C CFF F
C
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM>>>>RIM: 907.55
INV: 893.55 S
8" VCP12" RCP
EX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")
INV: 906.10
INV: 906.4812" CMP12" CMP12" CMPINV: 907.58
INV: 907.24
18" CMPINV: 907.48
INV: 907.14
ALLEN AVENUE
||||||||RIM: 905.14
INV: 887.54 E
INV: 887.54 W
INV: 887.64 S
INV: 894.64 S
INV: 887.74 N
INV: 892.64 N
EX. CB
RIM: 904.40
30" STORM 30" STORM
30" STORM
30" STORM 30" STORM
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-EXIST-COND-PH 1-PLAN.dwg 9/23/2022 10:50:55 AMCE-103
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709EXISTING
CONDITIONS
PLAN-SOUTH
N
SCALE IN FEET
0
H:
50 100
SEE ABOVE
MATCHLINE -
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MB
>>>>>>>>>>>>>>>>>>>>S
S S S
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S
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S
S
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>D
D D
D
D
D
D
D
D
D
D
||||||||||||||||||||||||||
|
|
|
||||||||||||||||||||||||||||||||
ALLEN AVENUE
60
3333TRUNK H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
33
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
LP TANK
FIBER OPTIC
SIGN
FIBER OPTIC
MARKER
C
C
C
C
C
F
F
F
F
CCCVANDERBIE STREETPIPELINE
EASEMENT PER
DOC. NO. 426628
VANDERBIESTREETCOUNTY
R
O
A
D
D
E
A
S
T
DESOTOSTREETPATRINAWAYDAVIDCIRCLEohohXMB
MB
MBMB
MB
>>>S
S
S
D
60VANDERBIE STREET3333CF>>RIM: 907.55
INV: 893.55 S
8" VCPINV: 906.10
INV: 906.4812" CMP12" CMP12" CMPINV: 907.58
INV: 907.24
18" CMPINV: 907.48
INV: 907.14
ALLEN AVENUE
X
XXX
X
X
X
XXXXXXXXXXX
XX
X X
XX
XX
XX
X
XX
XX
X XXX XXX X
XXXX
XXX
X
X
XX XXXX
X X X
X X XX X
XXXXX
XX
XXXX
X
XXX XXX
XXXXXXXXXX
XX
XX
XXX
XXXX XXXX XXXXXXXXXXXXXXXX
X XX
XXXXXXXXXXX
XXXXX
XXXXXXXXXXXXXXXX
XXXXXXX
XXXXXXX
XXXXXXXX
XXX X XXXXXX
XX
XX
XX
XX
X
X
XXX XXXXX
ohBL 20
1 5
2 6
3 7
4 8
BL 24
1 5
2 6
3 7
4 8
BL 28
1 4
2 5
3 6
BL 21
1
2
BL 25
1
2
3
4
5
6
BL 29
1
2
3
4
5
6
BL 33
1
2
3
4
5
6
BL 32
1
2
3
4
5
6
BL 3
BL 3
BL 3
BL 3
BL 19
1 5
2 6
3 7
4 8
BL 18
1 5
2 6
3 7
4 8
BL 22
1 5
2 6
3 7
4 8
BL 23
1 5
2 6
3 7
4 8
BL 27
1 4
2 5
3 6
BL 26
1 4
2 5
3 6
BL 31
1 2 3 4
BL 30
1 2 3 4 5 6
BL 34
1
2
3
4
5
6
BL 35
1
2
3
4
5
6
BL 16
1
2
3
4
BL 17
1
2
3
4
BL 37
1
2
3
4
BL 36
1
2
BL 4
BL 2
BL 1 BL 7
1 4
2 5
3 6
BL 8
1 4
2 5
3 6
BL 9
1 4
2 5
3 6
BL 14
1 4
2 5
3 6
BL 5
1 3
2 4
BL 6
1 3
2 4
BL 10
1 3
2 4
BL 11
1 3
2 4
BL 12
1 3
2 4
BL 15
1 3
2 4
BL 13
1
2
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-DEMO-PH 1-PLAN.dwg 9/23/2022 10:51:09 AMCD-101
AS SHOWN SJH
KWHSJH
N
SCALE IN FEET
0
H:
100 200
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709OVERALL
DEMOLITION
PLAN
LEGEND (DEMOLITION)
p e t r o
F
oh
S
PROPERTY LINE
PROJECT BOUNDARY
EXISTING SECTION LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING EASEMENT LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING AERIAL TOWER, POWER POLE, GUY WIRE
EXISTING UNDERGROUND PETROLEUM GAS LINE
SALVAGE WATER VALVE
SALVAGE HYDRANT
DEMO WELL
DEMO SANITARY SEWER PIPE
DEMO SANITARY SEWER MANHOLE
DEMO STORM SEWER PIPE/DRIVEWAY CULVERT
DEMO STORM SEWER CULVERT
DEMO FIBER LINE
DEMO UNDERGROUND COMMUNICATIONS LINE
DEMO MAILBOX
DEMO POWER POLES, GUY WIRE
DEMO OVERHEAD ELECTRIC LINE
DEMO PEDESTALS, SMALL UTILITY STRUCTURES
DEMO SIGN
DEMO TREES
DEMO VEGETATION LINE
DEMO CURB AND GUTTER
SAWCUT LINE
C
MB
oh
DEMOLITION NOTES
1.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR WITH ALL SITE CONDITIONS. ALL SURFACE
FEATURES THAT CONFLICT WITH PROPOSED CONDITIONS SHALL BE REMOVED OR RELOCATED WHETHER OR NOT SHOWN ON SURVEY OR
SPECIFICALLY CALLED OUT. THIS INCLUDES BUT IS NOT LIMITED TO CLEARING AND GRUBBING.
2.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. INSTALL EROSION
AND SEDIMENTATION CONTROL PRIOR TO DEMOLITION. (SEE SHEET(S) CG101-CG 103)
3.USE TEMPORARY CONSTRUCTION FENCING TO SECURE BUILDING SITE FOR PROTECTION OF PERSONS AND PROPERTY.
4.CONTRACTOR SHALL COORDINATE WITH ALL SMALL UTILITY OWNERS FOR THE DEMOLITION & RELOCATION OF EXISTING UTILITY STRUCTURES
AND LINES AS NECESSARY TO ACCOMMODATE PROPOSED IMPROVEMENTS.
5.MAINTAIN FIRE ACCESS WITHIN 150 FEET OF EXTERIOR AREAS OF ALL BUILDINGS DURING CONSTRUCTION.
6.THE CONTRACTOR SHALL REFER TO THE MUTCD FOR TRAFFIC CONTROL REQUIREMENTS. THE CONTRACTOR MAY BE REQUIRED TO PHASE
CONSTRUCTION TO MINIMIZE DISRUPTION TO TRAFFIC AND MAINTAIN SITE SAFETY. CONSTRUCTION OPERATIONS SHALL BE PERFORMED IN A
WAY TO MINIMIZE THE DISRUPTION TO THE NORMAL FLOW OF TRAFFIC ON ALL STREETS, ALLEYS, AND PUBLIC BUILDING ACCESS.
7.THE CONTRACTOR SHALL REFER TO THE MUTCD FOR TRAFFIC CONTROL REQUIREMENTS. THE CONTRACTOR MAY BE REQUIRED TO PHASE
CONSTRUCTION TO MINIMIZE DISRUPTION TO TRAFFIC AND MAINTAIN SITE SAFETY. CONSTRUCTION OPERATIONS SHALL BE PERFORMED IN A
WAY TO MINIMIZE THE DISRUPTION TO THE NORMAL FLOW OF TRAFFIC ON ALL STREETS, ALLEYS, AND PUBLIC BUILDING ACCESS.
8.THE CONTRACTOR SHALL OBTAIN AND CONFORM TO ALL PERTINENT CITY, COUNTY AND STATE DETAILS, SPECIFICATIONS, PERMITS, AND
COORDINATE INSPECTIONS AS REQUIRED BY THE GOVERNING BODY DURING THE ENTIRE PROJECT DURATION.
9.CONTACT PUBLIC AND PRIVATE UTILITY OWNERS A MINIMUM OF 72 HOURS PRIOR TO THE START OF WORK. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES NOT SCHEDULED FOR REMOVAL. NO
ADDITIONAL PAYMENT WILL BE MADE FOR REPAIRING DAMAGE TO EXISTING UTILITIES, RELOCATING, WORKING AROUND, OR PROTECTING
EXISTING UTILITIES OR OTHER APPURTENANCES.
10.COORDINATE WITH PRIVATE UTILITY COMPANIES (ELECTRIC, GAS, COMMUNICATIONS) FOR TERMINATION REMOVAL AND OR RELOCATION OF
EXISTING SERVICES THROUGHOUT SITE AND REPLACEMENT WITH NEW SERVICES FOR THE PROPOSED DEVELOPMENT.
11.REMOVE TOPSOIL WITHIN LIMITS OF CONSTRUCTION. STOCKPILE ON-SITE FOR USE IN AREAS NOT SCHEDULED FOR BUILDING, PAVEMENT, OR
SIDEWALK.
12.A DIAMOND EDGE SAWBLADE SHALL BE USED FOR CUTTING ALL PAVEMENT MARKED FOR REMOVAL.
13.SAWCUT EXISTING PAVEMENT WHICH ABUTS ALL NEW PAVEMENTS TO PROVIDE A STRAIGHT VERTICAL EDGE.
14.PROTECT BY WHATEVER MEANS REQUIRED ALL FENCES, SIGNS, STRUCTURES, DRIVES, SIDEWALKS, STREETS, BUSHES, TREES, ETC. WHICH
ARE NOT DESIGNATED FOR REMOVAL, OR OUTSIDE THE LIMITS OF CONSTRUCTION.
15.CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE INCURRED DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO,
DAMAGE CAUSED BY SUBCONTRACTORS TO THE GENERAL CONTRACTOR. REPAIRS SHALL EQUAL OR EXCEED THE QUALITY OF EXISTING
CONDITIONS.
16.CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL ITEMS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS WHETHER
SPECIFICALLY CALLED OUT BY NOTE OR NOT.
17.THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE APPROXIMATE OR MAY NOT BE INDICATED IN THESE PLANS.
UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, PAVEMENT AND OTHER IMPROVEMENTS. ANY DAMAGE TO EXISTING UTILITIES AND/OR
PAVED STREETS CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, IN
ACCORDANCE WITH CITY OF LITTLE CANADA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION.
18.ALL DEBRIS AND REFUSE RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED OFF-SITE AND DISPOSED OF PROPERLY AT THE
CONTRACTOR'S EXPENSE.
X
DEMO BUILDING
DEMO BITUMINOUS SURFACE
DEMO GRAVEL DRIVEWAY
X
DASHED LINE INDICATES
PHASE I PROJECT
BOUNDARY. ITEMS
OUTSIDE PHASING LINE
ARE TO ASSUMED TO
HAVE BEEN REMOVED IN
THE MASS GRADING
OPERATION. IN CASE
THAT DIDN'T OCCUR WE
ARE SHOWING THE
ENTIRE DEMOLITION
PLAN.
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
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X X X X X X X X X X X X
MB
>>>S
S
>>>>>>>>>>>>>>D
D
D ||||||||||||||
|
|
||||||||||||||||||60
TRUNK H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
FIBER OPTIC
MARKER
p e t r o
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
EX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 N
EX. STMH
RIM: 903.34
INV: 900.44 W
VANDERBIE STREETPIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP
15" RCP
S
T
O
R
M
15" RCP
S
T
O
R
M36"
RCP
COUNTY
R
O
A
D
D
E
A
S
T
8" VCP
||15" RCP STORM||X
X
X X
X
X
X
XX
X
X
X
XXX
X
XX
X X
X
X
X X X
X
XX X X
XX
XXXX
X
XX
X
X
X
X
XXXXXX
X
X
XX
X X
X
X
XX
XX
X
X
X X X X
XXXX
BL 20
1 5
BL 21
1
2
BL 19
1 5
BL 18
1 5
BL 34
1
BL 35
1
2
3
BL 16
1
2
3
4
BL 17
1
2
3
4
BL 2
BL 1 BL 7
1 4
2 5
3 6
BL 8
1 4
2 5
3 6
BL 9
1 4
2 5
3 6
BL 14
1 4
2 5
3 6
BL 5
1 3
2 4
BL 6
1 3
2 4
BL 10
1 3
2 4
BL 11
1 3
2 4
BL 12
1 3
2 4
BL 15
1 3
2 4
BL 13
1
2
B B
B
B
B
B
F D
E A
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R
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R
R
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-DEMO-PH 1-PLAN.dwg 9/23/2022 10:51:16 AMCD-102
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709DEMOLITION
PLAN-NORTH
N
SCALE IN FEET
0
H:
50 100
SEE BELOW
MATCHLINE -
DEMO AND DISPOSE OF EXISTING BUILDING AND OVERHANGS.
REMOVE AND SALVAGE EXISTING SIGN(S) FOR RE-USE. COORDINATE WITH
UTILITY COMPANY, CITY, AND/OR LAND OWNER.
DEMO AND DISPOSE OF EXISTING OVERHEAD WIRES, POWER POLE, GUY WIRE.
COORDINATE WITH UTILITY COMPANY AND CITY.
SALVAGE AND RE-LOCATE EXISTING OVERHEAD WIRES, POWER POLE, GUY WIRE
FOR RE-USE. COORDINATE NEW LOCATION WITH UTILITY COMPANY AND CITY.
SALVAGE AND RE-LOCATE EXISTING UTILITY/COMMUNICATIONS BOX(ES) AND
LINES. COORDINATE RE-USE WITH UTILITY COMPANY AND CITY.
CONVERT SOLID MANHOLE COVER TO CATCH BASIN CASTING PER CITY
STANDARDS & SPECIFICATIONS. ADJUST RIM.
REMOVE AND SALVAGE HYDRANT AND VALVE FOR RE-USE. COORDINATE NEW
LOCATION WITH CITY/CIVIL UTILITY PLANS.
DEMO AND DISPOSE OF EXISTING MAILBOXES FOR HOMES BEING DEMOLISHED.
REMOVE AND SALVAGE MAILBOXES FOR HOME OWNER(S) THAT WILL REMAIN.
RE-INSTALL MAILBOX PER CITY STANDARD.
ABANDON, REMOVE, AND DISPOSE OF WATER WELL(S) PER CITY/LOCAL
STANDARDS.
DEMO AND DISPOSE OF ELECTRIC METER AND GAS METER.
SAWCUT, DEMO AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER.
DEMO AND DISPOSE OF EXISTING 8" VCP SANITARY SEWER LINE AND MANHOLE.
EXISTING MANHOLE IN ALLEN AVENUE WHERE VCP CONNECTS TO BE RE-USED
FOR NEW SANITARY LINE CONNECTION. SCHEDULE DISCONNECTION
ACCORDINGLY TO ALLOW FOR CURRENT RESIDENTS TO MAINTAIN SEWER
SERVICE AT ALL TIMES.
DEMO AND DISPOSE OF EXISTING 12" & 18" CMP STORM SEWER LINES AND
CULVERT(S).
DEMO AND DISPOSE OF EXISTING LP TANK.
DEMO AND DISPOSE OF EXISTING FENCE.
DEMO AND DISPOSE OF EXISTING GRAVEL SURFACE.
SAWCUT, DEMO AND DISPOSE OF EXISTING BITUMINOUS SURFACE.
EXISTING AERIAL TOWER/FOOTINGS. NO DEMO OR EXCAVATION WITHIN 20' OF
EDGE OF TOWER FOOTING.
EXISTING POWER POLES/GUY WIRES TO REMAIN. PROTECT AT ALL TIMES.
A
B
KEYNOTES
C
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oh
ohohohXXXoh oh oh oh
ohohohohohohohoh>>>>>>>>>>>>>>>S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D
D
D|||||||||||||||||||||||||||||||||||||||||||||||
ALLEN AVENUE33
3333
33
33
17
LP TANK
CCCCCCCEX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
8" DIP
16" DIP
8" WM
8" WM
6" WMVANDERBIE36" STORMSTORMDESOTO STREET12" RCP12" RCP
8" VCP8" VCPohohohohohohohoh
oh XXXMB
MB
MBMB
MB >>>>>>>>>>>>>S
S
>>D
60 VANDERBIE STREET3333C C CFF F
C
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM>>>>RIM: 907.55
INV: 893.55 S
8" VCP12" RCP
EX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")
INV: 906.10
INV: 906.4812" CMP12" CMP12" CMPINV: 907.58
INV: 907.24
18" CMPINV: 907.48
INV: 907.14
ALLEN AVENUE
||||||||RIM: 905.14
INV: 887.54 E
INV: 887.54 W
INV: 887.64 S
INV: 894.64 S
INV: 887.74 N
INV: 892.64 N
X X
XX
XX
XX
X
XX
XX
X X X
X XX X
X
XX
XX
XXX
X
X
X
X X X
XX
X
X X
XXXXXX
X
X
XX
X X
X
X
X
X
X
XXXX XXXX
X
X
XXX
XXX
XX
X
XX
XXX
X X
X
X
XXXXXXXX
XX
XXXXX
XXXXXXX
XXXX
X
X
XX
X
XX
XXX
XX
X
XX
XXXX
X
XXX
XXX
X
X X X X X X XXXX
XX
X
X
ohohohEX. CB
RIM: 904.40
30" STORM 30" STORM
30" STORM
30" STORM 30" STORM
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K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-DEMO-PH 1-PLAN.dwg 9/23/2022 10:51:21 AMCD-103
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709DEMOLITION
PLAN-SOUTH
N
SCALE IN FEET
0
H:
50 100
SEE ABOVE
MATCHLINE -
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh ohohohohoh
oh
XXXXXXXXX
MB
ALLEN AVENUE
60
3333TRUNK H
I
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E
-
6
9
4
33
33
33
17
3317
p e t r o
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p e t r o
p e t r o p e t r o
VANDERBIESTREETCOUNTY
R
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DESOTOSTREETPATRINAWAYohohX60
3333ALLEN AVENUE ohSTORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh ohohohohoh
oh
XXXXXXXXX
MB
ALLEN AVENUE
60
3333TRUNK H
I
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H
W
A
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3
5
E
-
6
9
4
33
33
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
VANDERBIESTREETCOUNTY
R
O
A
D
D
E
A
S
T
DESOTOSTREETPATRINAWAYohohX60
3333ALLEN AVENUE ohSTORMWATER
POND
NWL=900.0
HWL=903.9
BL 20
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2 6
3 7
4 8
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1 5
2 6
3 7
4 8
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1 4
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1
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1
2
3
4
5
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1
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3
4
5
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BL 3
BL 3
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1 5
2 6
3 7
4 8
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1 5
2 6
3 7
4 8
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1 5
2 6
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4 8
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1 4
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3 6
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3 6
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FUTURE PHASE
FUTURE PHASE
FUTURE PHASE
FUTURE PHASE
FUTURE PHASE
STREET 4
STREET HVANDERBIE STREETSTREET GSTREET HSTREET 2 STREET 2
STREET 1 VANDERBIE STREETSTREET 1
FUTURE
PHASE
FUTURE
PHASE
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-PHASE-PH 1-PLAN.dwg 9/23/2022 10:51:35 AMCS-101
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709PHASING PLAN
N
SCALE IN FEET
0
H:
100 200
PROPERTY LINE
PROPOSED PHASE I LIMITS
PROJECT BOUNDARY LINE
PHASING PLAN NOTES
1.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
2.48 UNITS AS PART OF PHASE I BUILD-OUT. PROVIDE SANITARY AND WATER
SERVICES FOR 24 FUTURE UNITS AS PART OF PHASE I DUE TO ROADS AND
PUBLIC SIDEWALK BEING BUILT IN PHASE I. SEE STREET UTILITY PLANS.
3.STORM SEWER PIPE CONNECTIONS FROM EAST STORMWATER POND TO
WEST STORMWATER POND TO BE PART OF PHASE I. ALSO INTERIM STORM
SEWER TO BE PART OF PHASE I. SEE GRADING PLANS.
LEGEND
DASHED LINE INDICATES
PHASE I PROJECT BOUNDARY.
ITEMS OUTSIDE PHASING LINE
ARE TO BE PART OF FUTURE
PHASES.
50'
PETROLEUM
EASEMENT
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh ohohohohoh
oh
oh
XXXXXXXXXXX
MB
ALLEN AVENUE
60
333333
33
33
17
3317
p e t r o
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VANDERBIESTREETCOUNTY
R
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DESOTOSTREETohohohohohX60
3333ALLEN AVENUE ohohSTORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh ohohohohoh
oh
oh
XXXXXXXXXXX
MB
ALLEN AVENUE
60
333333
33
33
17
3317
p e t r o
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VANDERBIESTREETCOUNTY
R
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DESOTOSTREETohohohohohX60
3333ALLEN AVENUE ohohVANDERBIE STREETVANDERBIE STREETSTREET HSTREET HSTREET GSTREET 2 STREET 2
STREET 4
STREET 1 STREET 1
STORMWATER
POND
NWL=900.0
HWL=903.9
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28'26'
24'26'
28'
24'
26'
26'
26'
60'
ROW
60'
ROW
60'
ROW
FUTURE PHASE
FUTURE PHASE
FUTURE PHASE
FUTURE PHASE
FUTURE PHASE
FUTURE
PHASE
FUTURE
PHASE
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-SITE-PH 1-PLAN.dwg 9/23/2022 10:51:50 AMCS-102
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709OVERALL SITE
PLAN
N
SCALE IN FEET
0
H:
80 160
PROPERTY LINE
FUTURE BITUMINOUS TRAIL
EXISTING OVERHEAD POWERLINEoh
PROPOSED CROSSWALK
EXISTING UNDERGROUND GAS PIPELINEpetro
EXISTING RIGHT-OF-WAY LINE
EXISTING BUILDING
EXISTING EASEMENT LINE
EXISTING ADJACENT LOT
EXISTING SECTION LINE
PROJECT BOUNDARY LINE
SITE DEVELOPMENT DATA
GROSS AREA: 19.7 ACRES
OVERHEAD POWER EASEMENT: 4.6 ACRES
PROPOSED UNITS: 178
MANOR HOME UNITS: 114
TOWNHOME UNITS: 64
DENSITY:9.0 UNITS/ACRE ±
PUBLIC ROW LENGTH:±1,940 LF
PRIVATE ROAD LENGTH: ±5,435 LF
VISITOR PARKING PROVIDED:61 SPACES
PROPOSED BUILDING SETBACKS
2, 3, OR 4 UNITS
FRONT:20'
SIDE:15'
CORNER:20'
REAR:20'
MORE THAN 4 UNITS
FRONT:20'
SIDE:15'
CORNER:20'
REAR:20'
TOWNHOME
FRONT:20'
SIDE:15'
CORNER:20'
REAR:20'
CURRENT ZONING:R-1 SINGLE FAMILY RESIDENTIAL
PROPOSED ZONING:R-2 MEDIUM DENSITY RESIDENTIAL
FUTURE LAND USE PER
2040 COMPREHENSIVE PLAN:
HIGHER DENSITY RESIDENTIAL
AND UTILITY/LINEAR PARK
LAND USE GUIDANCE
DISTRICT 10 CENTRAL NORTH:MEDIUM DENSITY - 4-10 UNITS/AC ALLOWED
PROPOSED SETBACK LINE
SITE PLAN NOTES
1.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.
2.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED.
DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC
UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS.
3.STREET WIDTH DIMENSIONS ARE SHOWN FROM BACK OF CURB TO BACK OF
CURB. ALL OTHER DIMENSIONS ARE SHOWN FROM FACE OF CURB TO FACE
OF CURB UNLESS NOTED OTHERWISE. (BOC=BACK OF CURB)
PROPOSED RETAINING WALL
PROPOSED CONCRETE
PROPOSED PHASE I LIMITS
PROPOSED BITUMINOUS
LEGEND:
SCALE:
1
CS-102
TOWNHOME PAVEMENT DETAIL
NOT TO SCALE
SCALE:
2
CS-102
COLONIAL MANOR HOME PAVEMENT DETAIL
NOT TO SCALE
BIT.
DWY.
18.0'
BIT.
DWY.
36.0'
CONCRETE STOOP &
CONCRETE WALK. SEE
BUILDING PLANS (TYP.)
CONCRETE PATIO. SEE
BUILDING PLANS (TYP.)CONCRETE PATIO. SEE
BUILDING PLANS (TYP.)
BIT.
DWY.
36.0'
CONCRETE PORCH &
CONCRETE WALK. SEE
BUILDING PLANS (TYP.)
CONCRETE PATIO. SEE
BUILDING PLANS (TYP.)
PROPOSED STREET LIGHT
VANDERBIE STREETXXXXALLEN AVENUE33
3333
33
ohohohohohohohohoh ohohoh
60 ohohohohXXXXALLEN AVENUE33
3333
33
ohohohohohohohohoh ohohoh
60 ohohohohSTREET HSTREET HSTREET GSTREET 4
3 7
4 8
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1 5
2 6
3 7
4 8
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2 5
3 6
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3 7
4 8
3 7
4 8
BL 22
1 5
2 6
3 7
4 8
BL 23
1 5
2 6
3 7
4 8
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1 4
2 5
3 6
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2 5
3 6
BL 31
1 2 3 4
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E
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LL
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L
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E A
A
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K PKP
CC
BC
BC
A A
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C C
C C C C
C C
M
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R
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R20'
BOC
R20'
BOC
R20'
BOC
R20'
BOC
R20'
BOC
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-SITE-PH 1-PLAN.dwg 9/23/2022 10:51:56 AMCS-103
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709SITE
PLAN-NORTH
N
SCALE IN FEET
0
H:
40 100
VANDERBIE STREET50'
PETROLEUM
EASEMENT
DESOTO STREEToh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh ohohohohohohohohohohohoh
oh
oh
oh
oh XXX X X
X X X X X X X X X X X X X X X
MB
60
33
17
33
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t rpetro
COUNTY
R
O
A
D
D
E
A
S
T
STORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh ohohohohohohohohohohohoh
oh
oh
oh
oh XXX X X
X X X X X X X X X X X X X X X
MB
60
33
17
33
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t rpetro
COUNTY
R
O
A
D
D
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S
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STREET 2 STREET 2
STREET 1 STREET 1
STORMWATER POND
NWL=900.0
HWL=903.9
BL 20
1 5
2 6
BL 21
1
2
BL 19
1 5
2 6
BL 18
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2 6
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1
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3 6
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3 6
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1 4
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3 6
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A
A
D
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6'
36'
18'
L
LM M
E
O
G
36'J
HH
H
H
I
I
L
L
L
L
M M
G
G
E
E
A
A
A
A
A A
BC
BC
C
CCC
C
C
KK
L
C CP P
8.67'2'
B
B
8'
R28' BOC
R28' BOC
R
R
R
R
R
R
R
AA
B B
B
I
R21.5'
BOC R21.5'
BOC
R21.5'
BOC
R21.5'
BOC
R21.5'
BOC R21.5'
BOC
R21.5'
BOC R21.5'
BOC
R20'
BOC
R20'
BOC
R20'
BOC
R20'
BOC
L
L
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-SITE-PH 1-PLAN.dwg 9/23/2022 10:52:01 AMCS-104
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709SITE
PLAN-SOUTH
N
SCALE IN FEET
0
H:
40 80
B618 CONCRETE CURB AND GUTTER. (SEE DETAIL X/CS50X)
TRANSITION FROM B618 TO SURMOUNTABLE CURB AND GUTTER FOR CATCH
BASIN INSTALLATION. (SEE DETAIL X/CS50X)
SURMOUNTABLE CURB AND GUTTER. (SEE DETAIL X/CS50X)
CONSTRUCT NEW CURB AND GUTTER TO TIE INTO EXISTING CURB AND GUTTER
OR BITUMINOUS SURFACE. MATCH EXISTING. IN CASE OF TYING INTO AN AREA
WHERE THERE IS NO EXISTING CURB AND GUTTER, DOVE TAIL END OF CURB.
6.0' WIDE CONCRETE SIDEWALK. (SEE DETAIL X/CS50X)
CONSTRUCT SIDEWALK TO GO AROUND POWER POLE WITH ENOUGH
CLEARANCE TO MEET ADA STANDARDS.
PEDESTRIAN ACCESS RAMP WITH TRUNCATED DOMES. (SEE DETAIL X/CS50X)
8.0' BITUMINOUS TRAIL. (SEE DETAIL X/CS50X)
PARK BENCH ON CONCRETE SLAB.
CONCRETE DRIVEWAY APRON. (SEE DETAIL X/CS50X)
90° 9.0' X 20.0' VISITOR PARKING STALLS.
BITUMINOUS STREET SECTION. (SEE DETAIL X/CS50X)
LIMITS OF PHASE I BITUMINOUS PAVEMENT.
CONSTRUCT CROSSWALK. (SEE DETAIL X/CS50X)
BITUMINOUS PARKING SECTION. (SEE DETAIL X/CS50X)
RETAINING WALL, DESIGN BY OTHERS. REFER TO GRADING PLAN FOR TOP AND
BOTTOM OF WALL ELEVATIONS.
STREET LIGHT PER CITY OF LITTLE CANADA STANDARDS AND SPECIFICATIONS.
SPACING BETWEEN LIGHTS TO BE DETERMINED BY CITY.
A
KEYNOTES
B
C
D
E
F
G
H
I
J
K
L
M
O
P
Q
R
50'
PETROLEUM
EASEMENT
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh ohohohohoh
oh
XXXXXXXXX
MB
>>>>>>>>>>>>>>>>S
S S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>D
D D
D
D
D
D
D
D
D
|||||||||||||||||||||||
|
|
||||||||||||||||||||||||||||||
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
C
C
C
C
C
F
F
F
F
CCCPIPELINE
EASEMENT PER
DOC. NO. 426628
ohohX>>S
S
D
CFoh STORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh ohohohohoh
oh
XXXXXXXXX
MB
>>>>>>>>>>>>>>>>S
S S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>D
D D
D
D
D
D
D
D
D
|||||||||||||||||||||||
|
|
||||||||||||||||||||||||||||||
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
C
C
C
C
C
F
F
F
F
CCCPIPELINE
EASEMENT PER
DOC. NO. 426628
ohohX>>S
S
D
CFohVANDERBIE STREETVANDERBIE STREETSTREET HSTREET HSTREET GSTREET 2 STREET 2
STREET 4
STREET 1 STREET 1
STORMWATER
POND
NWL=900.0
HWL=903.9
ΔΔΔΔΔ10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+59
10+00 11+00 12+00 13+00 14+00 15+00 15+6010+0011+0012+0012+3710+0011+0012+0012+3510+0011+0012+0012+3510+0011+0012+0012+4810+0011+0012+0012+81>>>>>>>>
>>>>>>>>>>SFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SFSF SF>>>>>>>>>>>>>>>>>>>>>>>>ST
>>>>>>>>>>K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-PH 1-PLAN.dwg 9/23/2022 10:52:46 AMAS SHOWN LCW
KWHLCW/SJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709MASS GRADING,
DRAINAGE, &
EROSION
CONTROL PLAN
N
SCALE IN FEET
0
H:
100 200
DASHED LINE INDICATES
FIRST ADDITION STREET
AND UTILITIES PROJECT
LIMIT EXTENTS. MASS
GRADING COMPOSES FULL
SITE AREA AS SHOWN.
GRADING NOTES
1. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED AT
651-792-7976 PRIOR TO BEGINNING CONSTRUCTION ACTIVITY IN ORDER TO
SCHEDULE AN INITIAL SWPPP INSPECTION.
2. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED
DISTRICT, AT 651-792-7976 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF
THE STORMWATER FILTRATION BENCH.
CG-101
VANDERBIE STREET50'
PETROLEUM
EASEMENT
DESOTO STREEToh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh ohohohohohohohohohoh
oh
oh
oh XXX X
X X X X X X X X X X X X
MB
>>>>S
S
>>>>>>>>>>>>>>D
D
D |||||||||||||||
|
|
||||||||||||||||||p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
p e t r o
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
EX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 N
EX. STMH
RIM: 903.34
INV: 900.44 W PIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP
15" RCP
S
T
O
R
M
15" RCP
S
T
O
R
M36"
RCP
8" VCP15" RCP STORM||STORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh ohohohohohohohohohoh
oh
oh
oh XXX X
X X X X X X X X X X X X
MB
>>>>S
S
>>>>>>>>>>>>>>D
D
D |||||||||||||||
|
|
||||||||||||||||||p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
p e t r o
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
EX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 N
EX. STMH
RIM: 903.34
INV: 900.44 W PIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP
15" RCP
S
T
O
R
M
15" RCP
S
T
O
R
M36"
RCP
8" VCP15" RCP STORM||STREET 2 STREET 2
STREET 1 STREET 1
STORMWATER POND
NWL=900.0
HWL=903.9
BL 35
BL 16
1
2
3
4
BL 17
1
2
3
4
BL 2
BL 1 BL 7
1 4
2 5
3 6
BL 8
1 4
2 5
3 6
BL 9
1 4
2 5
3 6
BL 14
1 4
2 5
3 6
BL 5
1 3
2 4
BL 6
1 3
2 4
BL 10
1 3
2 4
BL 11
1 3
2 4
BL 12
1 3
2 4
BL 15
1 3
2 4
BL 13
1
2
Δ
Δ ΔΔΔΔΔΔΔ10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+5910+0011+0012+0012+3710+0011+0012+0012+3510+0011+0012+0012+3510+0011+0012+0012+4810+00>>>>>>>>
>>>>
>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEOF
EOF
EOFEOF24" CL III RCP15" CL V RCP
15" CL V RCP
15" CL V RCP
15" CL V RCP
15" CL V RCP
18" CL V RCP15" CL V RCP
24" CL III RCP
18" CL V RCP
15" CL V RCP
15" CL V RCP
15" CL V RCP
15" CL V RCP24"
CL
I
I
I
RCP
24" CL III RCP
24" CL III RCP
15" CL V RCP
15" CL V RCP
24" CL III RCP
24" CL III RCP
908 909
9
0
7906
906908
90
7
908
909 909908908908907
908
906 909909
908908907908909 909908909909910
910910910910910
910 910908908909
908909901900
9029039049059
0
6 907908908
908909
905904 903 902 901
907906905
904903 902 901905
906
905
899 899 900 901
902 908907904903
901901900899
907 906
909908910911907909 909908907
9
0
5
906>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>
>>
LP:13+63.51
905.67 908FES-6
STCB-5222
STCB-5217
STCB-5223
STCB-5220
STMH-5211
FES-4
STCB-5221
FES-2FES-3
FES-5
STMH-5201
STMH-5204
STCB-5210
STCB-5209
FES-1
STMH-5100
OCS-1
FES-8
STCB-5208
STCB-5130STCB-5101
STUB-5201STUB-5102
07.58
07.72
HP 10.00
07.60
DISCHARGE INV: 904.43
15" CL V RCP
STMH-5301
DISCHARGE INV: 904.20
STCB-5218
14.26%
13
.
2
3
%
0.00%9.51%25.02%1.02%1.10%1
4
.
4
2%11.97%25.10%1.61%
25.00%
1.
8
3
%
3.72
%1.99%0.7%2.2%1.0%1.5%1.0%0.5%0.6%
0.5%1.0%
2.48
%
1.57%2.57%2.12
%
1.
8
6
%
2.2
8
%
5.7%
5.4%
4.9%
3.7%
6.8%
6.8%
3.4%
4.2%
5.0%
7.4%
8.1%6.0%
5.5%
3.8%4.8%
5.1%
6.1%7.3%
6.6%
4.8%3.1%
4.1%
4.7%
8.6%
7.2%
5.8%
6.7%
6.6%
6.9%
5.8%
5.9%5.0%
4.6%
3.2%
4.6%
5.1%
6.1%
6.5%
3.2%
3.2%
8.0%
8.5%
4.4%
4.8%
5.8%
6.2%
5.8%
6.8%
4.1%
5.6%
5.3%
6.9%
3.3%
3.7%
7.9%
8.3%
3.4%
5.2
%13.38%GL 08.73
GL 08.71
GL 08.84
GL 08.88
GL 08.68GL 08.43
GL 08.40
GL 08.73
GL 05.13
GL 06.31
GL 06.38
GL 05.91
GL 05.98
GL 06.89
GL 07.01
GL 07.43
GL 08.16GL 07.77
GL 08.32
GL 09.46
GL 07.39
GL 07.35
SW 08.17
SW 07.97
GL 08.20
SW 09.01
GL 07.97
SW 08.59
SW/TBC 09.22
SW/TBC 07.25
EOF 08.42
EOF 05.97
SOG 10.00
GL 07.62
GL 07.59
SOG 10.50SOG 10.50
SOG 10.50
SOG 09.00 SOG 08.50 SOG 08.75 SOG 09.75 SOG 09.75
SOG 09.19
SOG 10.75SOG 10.50
SOG 10.50
GL 06.15 GL 06.27
GL 06.20GL 06.11
GL 06.18
GL 05.07
GL 04.89
GL 05.37GL 06.07
GL 05.64
GL 08.32
GL 08.40
GL 08.33
GL 07.86
GL 08.36
GL 07.74
GL 08.05
GL 08.16
GL 08.54
GL 07.48
GL 07.51
GL 08.47
GL 08.17
GL 08.66GL 08.67
GL 07.89
GL 08.13
GL 07.08
GL 08.11
GL 09.13GL 09.13
GL 06.26
GL 06.26
GL 06.58
GL 06.21
GL 06.39
GL 06.21
GL 06.52
GL 06.58 GL 07.53
GL 07.37
GL 07.60GL 07.60
GL 07.37
GL 07.53
GL 09.42GL 09.42 GL 09.31GL 09.31
GL 09.39
GL 08.77
GL 09.50
GL 09.37 GL 09.39
GL 09.46
GL 06.32
GL 06.35
GL 07.29
GL 07.45
GL 06.67
GL 06.12
GL 06.61
GL 06.49
GL 08.12
GL 07.09
SW/TBC 07.04
SW 08.01
SW 08.82GL 07.55
GL 06.56
GL 06.86
GL 07.45 GL 07.45
GL 08.17 GL 08.09
GL 08.66
GL 09.02
GL 09.52GL 09.53
GL 09.36
GL 09.09
GL 09.11
GL 09.21
GL 09.74
GL 09.14
GL 09.50
GL 09.84
GL 08.52
HP 10.25
GL 05.30
GL 05.98
GL 05.81 GL 07.02
SW/TBC 09.19
LP:15+39.46
906.98
HP:11+19.34
907.89
LP:11+77.86
907.57
HP:13+05.22
909.05
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-PH 1-PLAN.dwg 9/23/2022 10:52:59 AMCG-102
AS SHOWN LCW
KWHLCW/SJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709MASS GRADING,
DRAINAGE, &
EROSION
CONTROL
PLAN-NORTH
N
SCALE IN FEET
0
H:
50 100
GRADING NOTES
LEGEND
APPROX. CONSTRUCTION LIMITS
EXISTING CONTOUR (MAJOR)1019
EXISTING CONTOUR (MINOR)1019
EXISTING FENCEXX
PROPOSED FENCEXX
965.77 PROPOSED SPOT ELEVATION
PROPERTY LINE
EXISTING EASEMENT
PROPOSED EASEMENT
PROPOSED CONTOUR (MAJOR)1019
PROPOSED CONTOUR (MINOR)1019
EXISTING STORM STRUCTURE
PROPOSED DRAINAGE STRUCTURE
ST
EXISTING STORM SEWER PIPE
PROPOSED STORM SEWER PIPE>>
>>
EXISTING SANITARY SEWER MAIN>
PROPOSED SANITARY SEWER MAIN>
EXISTING SANITARY SEWER SERVICE
PROPOSED SANITARY SEWER SERVICE
EXISTING SANITARY STRUCTURE
PROPOSED SANITARY STRUCTURE
S
S
SF
INLET PROTECTION
FLOW DIRECTION
RIP RAP
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
Δ
20' OFFSET FROM TOWER FOOTINGS
WHERE EARTH CUT OR FILL IS NOT
ALLOWED
SURFACE SAND FILTER MEDIA
DRAINAGE SURFACE FLOW PATH (EOF)
EROSION CONTROL BLANKET TYPE 3N
EROSION CONTROL BLANKET CAT 25N
PROPOSED SLAB ON GRADE ELEVATIONSOG
TEMPORARY SEDIMENT TRAP
1. SEE SHEET CG-108 FOR OUTLET CONTROL STRUCTURE (OCS) DESIGN DATA.
2. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED AT
651-792-7976 PRIOR TO BEGINNING CONSTRUCTION ACTIVITY IN ORDER TO
SCHEDULE AN INITIAL SWPPP INSPECTION.
3. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED
DISTRICT, AT 651-792-7976 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF
THE STORMWATER FILTRATION BENCH.
TEMPORARY
SEDIMENT
TRAP (TYP)
1
1
KEY NOTES
1. INSTALL RIP RAP AT END OF PHASE 1 STORM PIPES. CONSTRUCT DRAINAGE
SWALE TO DOWNSTREAM TEMPORARY SEDIMENT TRAPS. DISCHARGE PIPE
OUTLET FROM TEMPORARY SEDIMENT TRAPS TO STRUCTURES STMH-5301
AND STMH-5211, RESPECTIVELY.
2. OUTLET PIPES FROM TEMPORARY SEDIMENT TRAPS TO BE INSTALLED UNDER
PROPOSED TRAIL. TEMPORARY PIPE IS NOT TO BE WITHIN TRAIL BASE.
2 2
2
VANDERBIE STREETXXX>>>>>>>>>>>>>>S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D
D
D||||||||||||||||||||||||||||||||||||||||||||||CCCCCCEX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
8" DIP
16" DIP
8" WM
8" WM
6" WM36" STORMSTORM12" RCP12" RCP
8" VCP8" VCPohohohohohohohoh XXX>>>>>S >>D
C C CFF F
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM
12" RCP
EX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")||||||||RIM: 905.14
INV: 887.54 E
INV: 887.54 W
INV: 887.64 S
INV: 894.64 S
INV: 887.74 N
INV: 892.64 N ohohohEX. CB
RIM: 904.40
30" STORM 30" STORM
30" STORM
30" STORM 30" STORMXXX
>>>>>>>>>>>>>>S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D
D
D||||||||||||||||||||||||||||||||||||||||||||||CCCCCCEX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
8" DIP
16" DIP
8" WM
8" WM
6" WM36" STORMSTORM12" RCP12" RCP
8" VCP8" VCPohohohohohohohoh XXX>>>>>S >>D
C C CFF F
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM
12" RCP
EX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")||||||||RIM: 905.14
INV: 887.54 E
INV: 887.54 W
INV: 887.64 S
INV: 894.64 S
INV: 887.74 N
INV: 892.64 N ohohohEX. CB
RIM: 904.40
30" STORM 30" STORM
30" STORM
30" STORM 30" STORMSTREET HSTREET HSTREET GSTREET 2 STREET 2
STREET 4
BL 20
1 5
2 6
3 7
4 8
BL 24
1 5
2 6
3 7
4 8
BL 28
1 4
2 5
3 6
BL 21
1
2
BL 25
1
2
3
4
5
6
BL 29
1
2
3
4
5
6
BL 33
1
2
3
4
5
6
BL 32
1
2
3
4
5
6
BL 3
BL 3
BL 3
BL 3
BL 19
1 5
2 6
3 7
4 8
BL 18
1 5
2 6
3 7
4 8
BL 22
1 5
2 6
3 7
4 8
BL 23
1 5
2 6
3 7
4 8
BL 27
1 4
2 5
3 6
BL 26
1 4
2 5
3 6
BL 31
1 2 3 4
BL 30
1 2 3 4 5 6
BL 34
1
2
3
4
5
6
BL 35
1
2
3
4
5
6
BL 37
1
2
3
4
BL 36
1
2
BL 4
10+00 11+00 12+00 13+00 14+00 15+00 15+60 10+0011+0012+0012+81>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF
SFSFSF SF SF SF SF
15" CL V RCP
15" CL V RCP24"
CL
I
I
I
RCP
24" CL III RCP
24" CL III RCP15" CL V RCP
15" CL V RCP
15" CL V RCP
24" CL III RCP
24" CL III RCP
15" CL V RCP
18" CL V RCP
18" CL V RCP15" CL V RCP
15" CL V RCP15" CL V RCP
15" CL V RCP
15" CL V RCP
15" CL V RCP
18" CL V RCP
15" CL V RCP 18" CL V RCP9
0
6
904903 902
906
905
902
909909909910910909909
909908909909909908
909903904905906907908909907908909908907910909
909
908 908
909
907907
9
0
5
906>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HP:15+85.69906.56ST
>>>>>>>>STMH-5201
STCB-5205
STCB-5206
STCB-5131
STCB-5130
STCB-5101
STCB-5113
STCB-5112
STCB-5102
STCB-5119
STCB-5117
STCB-5118
STCB-5124
STCB-5125
STCB-5123
STCB-5127
STCB-5122
STCB-5128 STCB-5121
STUB-5201STUB-5102
HP 08.70
HP 09.97
07.58
07.72
HP 09.69
09.15
09.63
STCB-5602 STCB-5601908EOF 08.58
EOF 08.58 >>>>>>>>>>>>>>
STCB-5126
15" CL V RCP
STCB-5132
STCB-5116
STCB-5114
STCB-5115
HP 09.50
HP 09.18
13
.
2
3
%25.02%0.79%0.79%1.66%1.36%0.60%0.60%0.59%0.60%0.6%0.64%0.80%0.43%
1
4
.
4
2%11.97%1.99%1.6%1.66%1.3%1.6%0.4%0.54%0.7%0.8%0.60%8.1%7.5%6.3%5.7%7.0%6.3%5.4%4.9%4.1%3.6%3.3%
3.8%
5.2%
7.4%
8.3%
9.9%
7.5%
7.5%
8.9%
7.5%
4.3%
3.2%
6.2%
5.3%
5.0%6.4%
4.1%
6.3%
5.6%8.5%
6.2%
7.4%
5.3%
5.6%9.4%
9.0%
8.3%
7.9%
6.6%
6.5%
5.8%
5.2%
5.3%
4.4%
6.0%
7.6%
6.7%
3.6%
2.6%
4.0%
3.1%
7.5%
8.6%
6.0%
5.5%
5.0%
4.9%
3.6%
3.1%
3.2%
4.2%
4.6%
8.0%
7.8%
6.9%
6.5%
5.6%
5.1%
7.3%
6.8%
5.8%
4.9%
4.2%
3.4%3.4%
4.3%
5.2%
5.6%
6.6%
7.2%
5.1%
6.8%
6.5%
5.3%
6.5%
5.6%
4.7%
4.8%
4.6%
4.9%8.9%
5.5%
7.7%
5.6%
6.4%
6.9%
3.1%
3.8%
4.8%
6.0%
6.4%4.7%
4.6%
4.2%
5.0%
4.6%
3.4%
4.1%
5.0%
5.5%
6.1%
5.5%
6.8%
7.4%
8.1%
8.3%
5.4%
6.3%
7.2%
7.5%
GL 05.57
GL 05.84
GL 05.90
GL 05.68
GL 05.13
GL 06.45
GL 06.64GL 06.53
GL 06.02
GL 06.31
GL 06.38
GL 05.91
GL 05.98
GL 06.89
GL 07.01
GL 06.46
GL 06.95
GL 07.43GL 07.42
GL 06.79
GL 07.04
GL 07.43
GL 08.16GL 07.77
GL 08.32
GL 08.19
GL 07.53
SW/TBC 07.25
SW/TBC 07.66
GL 06.72
GL 06.72
GL 07.11 GL 06.87
GL 07.65
GL 08.06
GL 07.33
GL 07.65 GL 07.64
GL 08.25
GL 08.98
GL 09.37
GL 09.48
GL 09.88
GL 09.91
GL 09.43
GL 09.51
GL 10.05
GL 09.44
GL 05.15
GL 08.27
GL 08.02
GL 08.01
GL 07.40
SW/TBC 10.19
SW/TBC 10.25
GL 08.98 GL 08.98
TW 08.25TW 09.00
TW 07.26
TW 08.36
TW 07.22
BW 07.22BW 02.99
BW 04.19BW 01.97
BW 07.04
SOG 08.00
SOG 09.00
SOG 08.75
SOG 10.00
SOG 09.60
SOG 09.60
SOG 09.75
SOG 09.25SOG 08.60
SOG 10.00 SOG 10.00
SOG 10.75
SOG 10.50
SOG 10.25
SOG 10.25
EOF 08.01
GL 07.71 GL 07.73
GL 08.02
GL 07.08
GL 07.68
GL 08.56
GL 08.35
GL 07.64
GL 08.02GL 07.20
GL 06.79GL 06.80
GL 07.21
GL 07.53
EOF 08.01
GL 08.48
GL 06.89
GL 09.03
GL 09.03
GL 05.19
GL 06.79
GL 09.05
GL 10.12
GL 09.91
GL 09.00GL 09.00
GL 09.03
GL 06.78
SW 07.82
SOG 08.85
SOG 09.85
SOG 10.00
SOG 09.00
SOG 09.25
SOG 09.75
SOG 08.75
SOG 08.25
SOG 09.25
SOG 09.75 SOG 09.00
GL 06.15 GL 06.27
GL 06.20GL 06.11
GL 06.18
GL 06.70 GL 06.53
GL 06.64
GL 06.57
GL 06.05
GL 05.78
GL 05.07
GL 04.89
GL 05.37
GL 08.48
GL 08.45
GL 08.11
GL 07.53
GL 07.55
GL 07.54
GL 07.11
GL 08.76
GL 08.80
GL 09.01
GL 06.46
GL 07.20
GL 06.07
GL 05.64
GL 08.57 GL 08.11
GL 08.84
GL 08.53 GL 08.52
GL 08.13
GL 07.10
GL 07.66GL 07.42
GL 07.08
GL 07.78
GL 08.26
GL 07.69 GL 07.13
GL 08.68
GL 07.85
GL 07.11
HP 09.75
HP 09.13 HP 08.52
HP 09.25
GL 05.30
GL 05.98
GL 05.81
HP 09.51
08.09
LP 06.88
LP 07.70
GL 07.02
EOF 08.34
EOF 08.34
EOF 08.28
EOF 08.28
LP 07.80
LP 07.21
LP 07.24
TW 07.75
BW 01.51
08.51
HP:12+00.69
908.28
LP:14+50.00
906.98
HP:12+34.17
908.83
LP:14+38.55
907.87
HP:21+51.50
910.48
HP:11+82.45
908.62
LP:13+17.35
907.93
HP:11+73.42
908.52
LP:13+29.40
906.93
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-PH 1-PLAN.dwg 9/23/2022 10:53:12 AMAS SHOWN LCW
KWHLCW/SJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709MASS GRADING,
DRAINAGE, &
EROSION
CONTROL
PLAN-SOUTH
N
SCALE IN FEET
0
H:
50 100
BOTTOM OF WALL
AT EG
MAX WALL HEIGHT = 8'
LEGEND
APPROX. CONSTRUCTION LIMITS
EXISTING CONTOUR (MAJOR)1019
EXISTING CONTOUR (MINOR)1019
EXISTING FENCEXX
PROPOSED FENCEXX
965.77 PROPOSED SPOT ELEVATION
PROPERTY LINE
EXISTING EASEMENT
PROPOSED EASEMENT
PROPOSED CONTOUR (MAJOR)1019
PROPOSED CONTOUR (MINOR)1019
EXISTING STORM STRUCTURE
PROPOSED DRAINAGE STRUCTURE
ST
EXISTING STORM SEWER PIPE
PROPOSED STORM SEWER PIPE>>
>>
EXISTING SANITARY SEWER MAIN>
PROPOSED SANITARY SEWER MAIN>
EXISTING SANITARY SEWER SERVICE
PROPOSED SANITARY SEWER SERVICE
EXISTING SANITARY STRUCTURE
PROPOSED SANITARY STRUCTURE
S
S
SF
INLET PROTECTION
FLOW DIRECTION
RIP RAP
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
Δ
20' OFFSET FROM TOWER FOOTINGS
WHERE EARTH CUT OR FILL IS NOT
ALLOWED
SURFACE SAND FILTER MEDIA
DRAINAGE SURFACE FLOW PATH (EOF)
EROSION CONTROL BLANKET TYPE 3N
EROSION CONTROL BLANKET CAT 25N
PROPOSED SLAB ON GRADE ELEVATIONSOG
TEMPORARY SEDIMENT TRAP
WEST POND
EMERGENCY OVERFLOW
FLOWS SOUTH ALONG
SWALE WITHIN DESOTO
RIGHT-OF-WAY
GRADING NOTES
1. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED AT
651-792-7976 PRIOR TO BEGINNING CONSTRUCTION ACTIVITY IN ORDER TO
SCHEDULE AN INITIAL SWPPP INSPECTION.
2. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED
DISTRICT, AT 651-792-7976 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF
THE STORMWATER FILTRATION BENCH.
TEMPORARY
SEDIMENT
TRAP (TYP)
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-NOTE-PH 1-PLAN.dwg 9/23/2022 10:53:19 AMCG-104
AS SHOWN LCW
KWHLCW/SJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709GRADING
NOTES
GRADING NOTES
1.RELOCATE BENCHMARKS AS NECESSARY WITH NEW BENCHMARK LOCATIONS WITHIN A TOLERANCE OF 0.010 VERTICAL FEET.
2.SLAB ON GRADE (SOG) ELEVATIONS, AS INDICATED ON THE CIVIL DRAWINGS, CORRESPONDS TO ELEVATION 100'-0" ON ALL OTHER DISCIPLINE SHEETS
(ARCHITECTURAL, STRUCTURAL, ETC). SLAB ON GRADE ELEVATIONS ARE ALSO THE LOW FLOOR ELEVATIONS FOR ALL BUILDINGS.
3.THE PROPOSED GRADES SHOWN ON THE GRADING PLAN ARE FINISHED GRADES. SPOT ELEVATIONS ALONG CURB LINES REPRESENT THE FLOWLINE
UNLESS OTHERWISE NOTED.
4.CATCH BASINS AT LOW POINTS SHALL HAVE ADDITIONAL 2" CASTING SUMP BELOW SPOT GRADES SHOWN ON THE PLAN.
5.GRADING ACTIVITY WHICH BLOCKS TRAFFIC OF ANY STREET, ALLEY, OR DRIVE IS SUBJECT TO APPROVAL BY THE CITY.
6.CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER AND OWNER IF CONTAMINANTS ARE FOUND IN THE EXISTING SOILS.
7.SIDEWALK AND BITUMINOUS TRAIL CROSS-SLOPES SHALL NOT EXCEED 2.0% AND LONGITUDINAL SLOPES SHALL NOT EXCEED 5.0%.
8.STRIP TOPSOIL PRIOR TO PLACING FILL.
9.IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALL BE COMPLETED PRIOR TO PLACING THE FILL.
BENCHING SHALL BE COMPLETED WHERE SLOPES ARE STEEPER THAN 4:1 (HORIZONTAL:VERTICAL).
10.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN
ALL EXISTING DRAINAGE PATTERNS.
11.UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE SIX INCHES BELOW FINISHED FLOOR IN NON-PAVED AREAS.
12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA REGULATIONS IN THE EXECUTION OF WORK UNDER THIS CONTRACT.
13.THE CONTRACTOR SHALL APPLY FOR A CITY GRADING PERMIT BEFORE STARTING WORK. THE INSPECTOR AND THE CITY PUBLIC WORKS DEPARTMENT
SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS BEFORE START OF CONSTRUCTION. NO WORK MAY BEGIN UNTIL THE PERMIT HAS BEEN RECEIVED
AND THE CONTRACTOR MUST COMPLY WITH THE TERMS OF THE PERMIT.
14.ALL NON-PAVED AREAS SHALL RECEIVE A FOUR-INCH (4") LAYER OF TOPSOIL. INSTALL SEED ACCORDING TO THE OVERALL SEEDING PLAN.
15.THE CONTRACTOR SHALL ADJUST TO GRADE ALL MANHOLE STRUCTURES AND APPURTENANCES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT.
THE CONTRACTOR SHALL KEEP ALL SAID EXISTING UTILITIES AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING
CONSTRUCTION.
16.ALL GRADES WITHIN THE LANDSCAPED AREA SHALL NOT EXCEED 4 HORIZONTAL TO 1 VERTICAL AND HAVE A MINIMUM GRADE OF 2%, UNLESS
OTHERWISE NOTED. GRADED SWALES MUST HAVE A MINIMUM BOTTOM SLOPE OF 2.0% LONGITUDINALLY.
17.ALL PAVEMENT GRADES SHALL BE AS FOLLOWS IN THE DIRECTION OF FLOW:
ASPHALT PAVEMENT - 1.5% MINIMUM, 5% MAXIMUM
CONCRETE PAVEMENT - 1% MINIMUM, 5% MAXIMUM
CONCRETE CURB AND GUTTER - 0.50% MINIMUM
18.MASS GRADING OPERATIONS BEYOND PHASE 1 BOUNDARY SHALL ALSO COMPLY WITH THE FOLLOWING:
18.1.CONTRACTOR TO GRADE TO THE BOTTOM OF STREET SECTION AND BUILDING PAD HOLD-DOWNS.
18.2.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE IN THE INTERIM FOR ALL FUTURE LOW POINT LOCATIONS WHERE STORM SEWER IS NOT BEING
BUILT IN THIS PHASE.
19.CONCRETE WASHOUT IS NOT PERMITTED ONSITE.
EROSION CONTROL NOTES
1.A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS INCLUDED WITH THIS PROJECT. FAILURE TO IMPLEMENT THE CONTROLS AND PRACTICES
OUTLINED WOULD RESULT IN VIOLATION OF THE ENVIRONMENTAL PROTECTION ACT AND CLEAN WATER ACT AND IS GROUNDS FOR PENALTIES.
CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF ALL FINES AND PENALTIES ISSUED BY THE CITY AND OTHER GOVERNING AGENCIES FOR
INADEQUATE EROSION CONTROL.
2.ESTABLISH SEDIMENT CONTROL MEASURES AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN DURING THE ENTIRE LENGTH OF CONSTRUCTION.
AREAS WHICH ARE SUBJECT TO SEVERE EROSION AND OFF-SITE AREAS WHICH ARE ESPECIALLY VULNERABLE TO DAMAGE FROM EROSION AND/OR
SEDIMENTATION ARE TO BE IDENTIFIED AND RECEIVE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED BY THE OWNER'S
CONSTRUCTION REPRESENTATIVE. EROSION CONTROL DEVICES SHALL BE INSTALLED PROPERLY PRIOR TO ANY LAND DISTURBING ACTIVITIES.
3.LOCATIONS OF STABILIZED CONSTRUCTION ENTRANCES INDICATED ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL ADJUST LOCATION AND SIZE
OF ENTRANCES TO ACCOMMODATE CONSTRUCTION VEHICLES AND ACTIVITIES.
4.CONDUCT ALL LAND DISTURBING ACTIVITIES TO MINIMIZE THE AREA TO BE EXPOSED AT ANY ONE TIME AND MINIMIZE THE TIME OF EXPOSURE. MASS
CLEARING AND GRADING OF THE ENTIRE SITE SHOULD BE AVOIDED. COORDINATE ALL LAND DISTURBING ACTIVITIES TO MINIMIZE OFF-SITE
SEDIMENTATION DAMAGE. RESTABILIZE DISTURBED AREAS AS SOON AS POSSIBLE AFTER CONSTRUCTION IS COMPLETED IN ACCORDINACE WITH THE
NPDES PERMIT.
5.PERIODICALLY CLEAN OUT AND DISPOSE OF ALL SEDIMENT ONCE THE STORAGE CAPACITY OF THE DRAINAGE FEATURE OR STRUCTURE RECEIVING
THE SEDIMENT IS REDUCED BY ONE-HALF. CLEAN OUT AND DISPOSE OF ALL SEDIMENT AT THE COMPLETION OF THE PROJECT. ALL STREETS IN AND
ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED WITHIN 24 HOURS,
OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY AND TO COMPLY WITH THE NPDES PERMIT. CONTRACTOR IS REQUIRED TO MAINTAIN AND
REPLACE ALL EROSION CONTROL DEVICES AS NECESSARY TO COMPLY WITH THE NPDES PERMIT AND CITY REQUIREMENTS AT NO COST TO THE
OWNER.
6.INLET PROTECTION WILL BE INSTALLED AT ALL CATCH BASINS WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL PROVIDE APPROPRIATE EROSION
CONTROL DEVICES FOR STOCKPILE AREAS, INLETS AND DITCHES. DITCHES MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE,
OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO SURFACE
WATER.
7.REMOVE THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND VERIFY THE CLEANING OUT OF ALL STORM DRAINAGE STRUCTURES,
INCLUDING FLUMES, PIPES, AND DITCHES ONCE FINAL STABILIZATION HAS OCCURRED.
8.PIPE OUTLETS NEED TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF GOING ONLINE.
9.WHEN DEWATERING IS REQUIRED, CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR APPROVAL AT LEAST 10 DAYS PRIOR TO
THE PROPOSED DEWATERING ACTIVITY. THE PLAN MUST INCLUDE A DEWATERING SYSTEM COMPLETE WITH SEDIMENT REMOVAL SYSTEM PRIOR TO
DISCHARGE. THE DEWATERING SYSTEM MUST ENSURE THE DISCHARGE IS FREE OF SEDIMENT AND TURBID WATER.
10.ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE ENGINEER.
11.THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY - TO - DAY AT DISTURBED, UNSTABILIZED AREAS WHERE EROSION OR SEDIMENTATION
COULD BE A PROBLEM. THE ENGINEER SHALL DIRECT THE CONTRACTOR AS TO WHERE PLACEMENT OF PERIMETER CONTROL WILL BE REQUIRED.
12.THE CONTRACTOR MUST COMPLY WITH ALL NOISE AND DUST CONTROL ORDINANCES OF THE CITY.
13.MASS GRADING AREAS BEYOND PHASE 1 BOUNDARY TO BE STABILIZED ACCORDING TO EROSION CONTROL PLAN AND WITH SEED AS SHOWN IN
SEEDING PLAN.
PER STANDARD DETAILSINLET PROTECTION
TEMPORARY EROSION AND
SEDIMENT CONTROL PROVISIONS
WEEKLY INSPECTION & AFTER EACH
RAIN EVENT-CORRECTIVE WORK AS
NECESSARY
EROSION & SEDIMENT
CONTROL MAINTENANCE
ALSO SEE INSPECTION AND MAINTENANCE REQUIREMENTS
CONTAINED IN GENERAL PROVISIONS OF SWPPP.
(LESS THAN 4:1) - TYPE 1 MULCH, DISC
ANCHORED. (GREATER THAN 4:1) -
STABALIZED FIBER MATRIX @ 3,000 lbs/ac. IF
BLANKET CANNOT BE INSTALLED WITHIN 14
DAYS.
SCHEDULE
ALSO SEE INSPECTION AND MAINTENANCE REQUIREMENTS CONTAINED IN
GENERAL PROVISIONS OF SWPPP.
PERMANENT EROSION AND SEDIMENT
CONTROL PROVISIONS
PERMANENT COVER - ALL
OTHER DISTURBED AREAS
TYPE 1 STRAW MULCH WITH DISC ANCHOR
AND STATE SEED MIX 25-131 (LOW
MAINTENANCE TURF GRASS STABILIZATION)
@ 220 lbs/ac WITH FERTILIZER TYPE 3 (SLOW
RELEASE; 22-5-10) @ 350 lbs/ac. UNLESS
BLANKET IS SPECIFIED ON PLANS.
OR
SOD WITH FERTILIZER TYPE 3 (SLOW
RELEASE; 22-5-10) @ 200 lbs/ac
STORMWATER POND
SLOPE
EROSION CONTROL BLANKET
CATEGORY 3N/2S (WOOD FIBER) WITH
STATE SEED MIX 33-261 @ 35 lbs/ac.
WITH TYPE 4 FERTILIZER (NATURAL
BASED; 18-1-8) @ 150 lbs/ac.
PERMANENT COVER -
BLANKETED AREAS
EROSION CONTROL BLANKET
CATEGORY 3N/2S (WOOD FIBER) WITH
STATE SEED MIX 35-241 @ 36.5 lbs/ac
WITH TYPE 4 FERTILIZER (NATURAL
BASED; 18-1-8) @ 150 lbs/ac.
EROSION CONTROL BLANKET CATEGORY
3N/2S (WOOD FIBER)
EROSION CONTROL
BLANKET
ITEM
PRIOR TO CONSTRUCTION AND
IMMEDIATELY AS DICTATED
SILT FENCE, PERIMETER
CONTROLS
MnDOT SEED MIX 21-111 (SPEC 3876)
100 lbs/ac.
COVER CROPS
SCALE:
-
CG-104
TYPICAL SOG HOLD DOWN GRADE DETAIL TOWNHOME
NOT TO SCALE
VARIES 21'29.5'
LFE
LO
(LOWEST
UNPROTECTED
OPENING)
SEE PLAN
FINISH GRADE
DRIVE PER PLAN
INTERIM
GRADE GARAGE
ELEVATION
1.0' HOLD DOWN
TOP OF
FOUNDATION
10"22' MIN.
BACK OF
CURB
SCALE:
-
CG-104
TYPICAL SOG HOLD DOWN GRADE DETAIL MANOR HOME
NOT TO SCALE
VARIES 21'-10 1
2"11'-11 3
4"
LFE
LO
(LOWEST
UNPROTECTED
OPENING)
SEE PLAN
FINISH GRADE
DRIVE PER PLAN
INTERIM
GRADE GARAGE
ELEVATION
1.0' HOLD DOWN
TOP OF
FOUNDATION
22' MIN.
BACK OF
CURB
WEEKLY INSPECTION & AFTER EACH
RAIN EVENT-CORRECTIVE WORK AS
NECESSARY
TEMPORARY SEDIMENT
TRAP
Structure Table
STRUCTURE
FES-1
FES-2
FES-3
FES-4
FES-5
FES-6
FES-8
OCS-1
STCB-5101
STCB-5102
STCB-5112
STCB-5113
STCB-5114
STCB-5115
STCB-5116
STCB-5117
STCB-5118
STCB-5119
STCB-5121
STCB-5122
STCB-5123
DETAILS
RIM = 899.83
SUMP = ???
INV IN = 897.40 (24" CL III RCP) (SE)
RIM = 907.12
SUMP = ???
INV OUT = 904.00 (24" CL III RCP) (W)
RIM = 905.20
SUMP = ???
INV IN = 900.00 (24" CL III RCP) (E)
RIM = 902.02
SUMP = ???
INV IN = 900.15 (18" CL V RCP) (N)
RIM = 902.39
SUMP = ???
INV IN = 900.60 (18" CL V RCP) (S)
RIM = 900.58
SUMP = ???
INV IN = 898.15 (24" CL III RCP) (N)
RIM = 903.33
SUMP = ???
INV OUT = 901.00 (24" CL III RCP) (W)
RIM = 905.00
SUMP = 896.72
INV IN = 900.90 (24" CL III RCP) (E)
INV IN = 896.77 (8" PVC DRAINTILE) (E)
INV OUT = 896.72 (24" CL III RCP) (S)
RIM = 905.91
SUMP = 898.04
INV IN = 898.39 (24" CL III RCP) (W)
INV IN = 898.79 (18" CL V RCP) (S)
INV IN = 898.59 (15" CL V RCP) (E)
INV OUT = 898.29 (24" CL III RCP) (N)
RIM = 905.13
SUMP = 898.83
INV IN = 899.28 (18" CL V RCP) (S)
INV OUT = 899.18 (24" CL III RCP) (W)
INV OUT = 899.08 (24" CL III RCP) (E)
RIM = 905.91
SUMP = 900.01
INV IN = 901.92 (15" CL V RCP) (W)
INV IN = 900.11 (18" CL V RCP) (S)
INV OUT = 900.01 (18" CL V RCP) (N)
RIM = 905.95
SUMP = 902.15
INV OUT = 902.15 (15" CL V RCP) (E)
RIM = 907.93
SUMP = 900.91
INV IN = 901.01 (18" CL V RCP) (S)
INV IN = 902.26 (15" CL V RCP) (E)
INV IN = 902.26 (15" CL V RCP) (W)
INV OUT = 900.91 (18" CL V RCP) (N)
RIM = 907.21
SUMP = 904.21
INV OUT = 903.31 (15" CL V RCP) (W)
RIM = 907.24
SUMP = 904.24
INV OUT = 903.40 (15" CL V RCP) (E)
RIM = 906.71
SUMP = 902.56
INV IN = 902.81 (15" CL V RCP) (W)
INV IN = 902.93 (15" CL V RCP) (S)
INV OUT = 902.56 (18" CL V RCP) (N)
RIM = 906.84
SUMP = 903.24
INV OUT = 903.24 (15" CL V RCP) (N)
RIM = 906.71
SUMP = 902.95
INV OUT = 902.95 (15" CL V RCP) (E)
RIM = 907.38
SUMP = 900.49
INV IN = 903.37 (15" CL V RCP) (W)
INV IN = 900.59 (18" CL V RCP) (S)
INV IN = 902.66 (15" CL V RCP) (E)
INV OUT = 900.49 (18" CL V RCP) (N)
RIM = 907.63
SUMP = 902.65
INV IN = 903.10 (15" CL V RCP) (W)
INV IN = 902.90 (15" CL V RCP) (S)
INV OUT = 902.65 (18" CL V RCP) (N)
RIM = 907.96
SUMP = 903.14
INV IN = 903.74 (15" CL V RCP) (S)
INV IN = 903.24 (15" CL V RCP) (E)
INV OUT = 903.14 (15" CL V RCP) (N)
BUILD
HEIGHT
???
???
???
???
???
???
???
8.28
7.87
6.30
5.90
3.80
7.02
3.00
3.00
4.15
3.60
3.76
6.89
4.98
4.82
DESCRIPTION
24" FES
24" FES
24" FES
18" FES
18" FES
24" FES
24" FES
WEST OCS
60" DIA CBMH
60" DIA CBMH
48" DIA CBMH
2'x3' CB
48" DIA CBMH
27" DIA CB
27" DIA CB
48" DIA CBMH
2'x3' CB
2'x3' CB
48" DIA CBMH
48" DIA CBMH
48" DIA MH
CASTING
??? ???
??? ???
??? ???
??? ???
??? ???
??? ???
??? ???
R-1678-A
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-2510-2
R-2510-2
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-1678-A
Structure Table
STRUCTURE
STCB-5124
STCB-5125
STCB-5126
STCB-5127
STCB-5128
STCB-5130
STCB-5131
STCB-5132
STCB-5205
STCB-5206
STCB-5208
STCB-5209
STCB-5210
STCB-5214
STCB-5216
STCB-5217
STCB-5218
STCB-5220
STCB-5221
STCB-5222
STCB-5223
DETAILS
RIM = 908.06
SUMP = 904.10
INV OUT = 904.10 (15" CL V RCP) (N)
RIM = 909.33
SUMP = 903.74
INV IN = 903.84 (15" CL V RCP) (N)
INV OUT = 903.74 (15" CL V RCP) (W)
RIM = 907.80
SUMP = 904.80
INV OUT = 904.02 (15" CL V RCP) (S)
RIM = 907.63
SUMP = 903.23
INV OUT = 903.23 (15" CL V RCP) (E)
RIM = 907.38
SUMP = 903.58
INV OUT = 903.58 (15" CL V RCP) (E)
RIM = 906.37
SUMP = 895.57
INV IN = 899.10 (15" CL V RCP) (S)
INV OUT = 899.00 (15" CL V RCP) (W)
RIM = 906.81
SUMP = 899.03
INV OUT = 899.22 (15" CL V RCP) (N)
RIM = 906.88
SUMP = 903.88
INV OUT = 903.00 (15" CL V RCP) (W)
RIM = 906.67
SUMP = 902.87
INV IN = 902.97 (15" CL V RCP) (S)
INV OUT = 902.87 (15" CL V RCP) (N)
RIM = 906.80
SUMP = 901.48
INV OUT = 903.10 (15" CL V RCP) (N)
RIM = 907.38
SUMP = 902.08
INV IN = 902.18 (15" CL V RCP) (S)
INV IN = 902.18 (15" CL V RCP) (N)
INV OUT = 902.08 (15" CL V RCP) (E)
RIM = 906.66
SUMP = 902.63
INV IN = 902.73 (15" CL V RCP) (W)
INV OUT = 902.63 (15" CL V RCP) (S)
RIM = 906.66
SUMP = 902.26
INV OUT = 902.86 (15" CL V RCP) (E)
RIM = 907.97
SUMP = 903.51
INV IN = 903.61 (15" CL V RCP) (N)
INV OUT = 903.51 (15" CL V RCP) (S)
RIM = 908.38
SUMP = 904.10
INV IN = 904.20 (15" CL V RCP) (W)
INV OUT = 904.10 (15" CL V RCP) (E)
RIM = 908.89
SUMP = 904.56
INV IN = 904.66 (15" CL V RCP) (S)
INV OUT = 904.56 (15" CL V RCP) (E)
RIM = 908.69
SUMP = 904.79
INV OUT = 904.79 (15" CL V RCP) (N)
RIM = 907.60
SUMP = 901.63
INV IN = 902.73 (15" CL V RCP) (W)
INV IN = 901.73 (15" CL V RCP) (N)
INV OUT = 901.63 (15" CL V RCP) (E)
RIM = 907.43
SUMP = 901.69
INV IN = 903.29 (15" CL V RCP) (W)
INV OUT = 903.19 (15" CL V RCP) (S)
RIM = 907.35
SUMP = 901.95
INV OUT = 903.45 (15" CL V RCP) (E)
RIM = 907.60
SUMP = 903.60
INV OUT = 903.60 (15" CL V RCP) (E)
BUILD
HEIGHT
3.96
5.59
3.00
4.40
3.80
10.80
7.78
3.00
3.80
5.32
5.30
4.03
4.40
4.46
4.28
4.33
3.90
5.97
5.74
5.40
4.00
DESCRIPTION
2'x3' CB
48" DIA CBMH
27" DIA CB
2'x3' CB
2'x3' CB
48" DIA CBMH
2'x3' CB
27" DIA CB
2'x3' CB
2'x3' CB
48" DIA CBMH
48" DIA CBMH
2'x3' CB
48" DIA CBMH
FUT 2'x3' CB
48" DIA CBMH
2'x3' CB
48" DIA CBMH
48" DIA CBMH
2'x3' CB
2'x3' CB
CASTING
R-3067 V
R-3067 V
R-2510-2
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-2510-2
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
R-3067 V
Structure Table
STRUCTURE
STCB-5225
STCB-5226
STCB-5227
STCB-5315
STCB-5316
STCB-5601
STCB-5602
STMH-5100
STMH-5201
STMH-5204
STMH-5211
STMH-5215
STMH-5301
STMH-5501
STMH-5502
STMH-5503
STMH-5504
STUB-5102
STUB-5201
DETAILS
RIM = 908.86
SUMP = 904.03
INV IN = 904.13 (15" CL V RCP) (W)
INV OUT = 904.03 (15" CL V RCP) (N)
RIM = 908.86
SUMP = 904.29
INV IN = 904.39 (15" CL V RCP) (W)
INV OUT = 904.29 (15" CL V RCP) (E)
RIM = 907.70
SUMP = 904.70
INV OUT = 904.54 (15" CL V RCP) (E)
RIM = 908.32
SUMP = 904.33
INV IN = 904.43 (15" CL V RCP) (E)
INV OUT = 904.33 (15" CL V RCP) (W)
RIM = 908.65
SUMP = 904.85
INV OUT = 904.85 (15" CL V RCP) (W)
RIM = 905.19
SUMP = 901.24
INV IN = 901.34 (15" CL V RCP) (W)
INV OUT = 901.24 (15" CL V RCP) (S)
RIM = 905.19
SUMP = 901.50
INV OUT = 901.50 (15" CL V RCP) (E)
RIM = 905.12
SUMP = 897.72
INV IN = 898.07 (24" CL III RCP) (S)
INV OUT = 897.97 (24" CL III RCP) (NW)
RIM = 907.98
SUMP = 900.81
INV IN = 903.80 (15" CL V RCP) (S)
INV IN = 901.06 (15" CL V RCP) (W)
INV OUT = 900.81 (18" CL V RCP) (N)
RIM = 907.82
SUMP = 901.81
INV IN = 901.91 (15" CL V RCP) (W)
INV IN = 902.75 (15" CL V RCP) (S)
INV OUT = 901.81 (15" CL V RCP) (E)
RIM = 907.88
SUMP = 900.40
INV IN = 902.39 (15" CL V RCP) (N)
INV IN = 900.72 (15" CL V RCP) (W)
INV OUT = 900.47 (18" CL V RCP) (S)
RIM = 908.48
SUMP = 900.62
INV IN = 900.62 (15" CL V RCP) (N)
INV IN = 903.97 (15" CL V RCP) (W)
INV OUT = 903.87 (15" CL V RCP) (S)
RIM = 906.34
SUMP = 898.35
INV IN = 902.57 (18" CL V RCP) (N)
INV IN = 899.10 (18" CL V RCP) (W)
INV OUT = 898.60 (24" CL III RCP) (S)
RIM = 906.22
SUMP = 895.62
INV IN = 895.72 (24" CL III RCP) (N)
INV OUT = 895.62 (24" CL III RCP) (S)
RIM = 904.48
SUMP = 894.86
INV IN = 894.96 (24" CL III RCP) (N)
INV OUT = 894.86 (24" CL III RCP) (S)
RIM = 903.98
SUMP = 894.61
INV IN = 894.71 (24" CL III RCP) (N)
INV OUT = 894.61 (24" CL III RCP) (S)
RIM = 902.45
SUMP = 894.28
INV IN = 894.38 (24" CL III RCP) (N)
INV OUT = 894.28 (24" CL III RCP) (S)
RIM = 902.06
SUMP = ???
INV IN = 899.60 (24" CL III RCP) (E)
INV OUT = 899.60 (24" CL III RCP) (W)
RIM = 905.38
SUMP = ???
INV IN = 903.86 (15" CL V RCP) (S)
INV OUT = 903.86 (15" CL V RCP) (N)
BUILD
HEIGHT
4.82
4.57
3.00
3.99
3.80
3.95
3.69
7.40
7.17
6.01
7.49
7.85
7.99
10.60
9.62
9.37
8.17
???
???
DESCRIPTION
48" DIA CBMH
48" DIA CBMH
27" DIA CB
FUT 2'x3' CB
2'x3' CB
2'x3' CB
2'x3' CB
48" DIA MH
48" DIA MH
48" DIA MH
48" DIA MH
48" DIA MH
60" DIA MH
48" DIA MH
48" DIA MH
48" DIA MH
48" DIA MH
24" PLUG
15" PLUG
CASTING
R-3067 V
R-3067 V
R-2510-2
R-3067 V
R-3067 V
R-3067 V
R-1678-A
R-1678-A
R-1678-A
R-1678-A
R-1678-A
R-1678-A
R-1678-A
R-2510-2
R-2510-2
R-2510-2
??? ???
??? ???K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STRM-TABL-PH1-PLAN.dwg 9/23/2022 10:53:44 AMSTORM SEWER
STRUCTURE
TABLE
CG-105
AS SHOWN LCW
KWHLCW/SJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709
OUTLET CONTROL STRUCTURE 1
PLACE LOW SIDE
OF STRUCTURE
TOWARDS POND
FLOW DIRECTION
FLOW DIRECTIO
N
NOT TO SCALE
TOP OF WEIR ELEVATION
SEE WEIR DETAIL
STEPS 16" O.C.
STEPS 16" O.C.
VARYING L x H x 9"
CONCRETE WALL
CENTERED ON
MANHOLE
DRILL & GROUT REBAR IN
BASE AND WALL OF
MANHOLE 3 1/2" MIN.
MnDOT 4011 G
CONCRETE BASE
SLABCOMPACTED
SUBGRADE
12" AGGREGATE BASE,
CLASS 5 (INCIDENTAL)
TBD" DIA. PRECAST
STRUCTURE
12" EPOXY COATED
BARS @ 9" O.C. EW.
CONCRETE FILL
INVERT ELEVATION 900.9 INVERT ELEVATION 896.7
RIM ELEVATION 905.0
NOTE THAT THE RIM
ELEVATION LISTED IN
THE PLANS IS FOR
THE LOW SIDE OF THE
CASTING
24" DIA. INLET PIPE 24" DIA.
902
OUTLET CONTROL STRUCTURE 1
WEIR DETAIL
NOT TO SCALE
OUTLET PIPE
8" DRAINTILE PIPE
5.0'5.00'AQUANOX SLUICE GATE - MODEL S-22F
SQUARE NUT OPERATOR W/NON-RISING
STEM OR APPROVED EQUIVALENT.
12" ORIFICE WITH SLUICE GATE
WIDTH VARIES
SLOPES
1
:
4
M
A
X
I
M
U
M
EROSION CONTROL
BLANKET - CAT 25-N
SEE PLANTING PLAN
HWL - 906.1
NWL - 904.0
BOTTOM - 900
NOTES:
1. BENDS AND RISER TO BE SAME SIZE
AS DRAINTILE
PLANT BEDDING
DRAIN TILE
FINISHED
GRADE
CASTING ASSEMBLY
NEENAH R-1976
(INCIDENTAL)
CAPPED WITH SCREW
IN PLUG WITH RAISED 2"
SQUARE TOP FOR
REMOVAL
4" PVC SCHED. 40
VARIESK:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 10:53:58 AMCG-106
AS SHOWN SJP
KWHLCW/SJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709POND DETAILS
SCALE:
1
CG106
OUTLET CONTROL STRUCTURE-1 (OCS)
NOT TO SCALE
SCALE:
2
CG106
WET BASIN DETAIL-EAST POND
NOT TO SCALE
SCALE:
4
CG106
DRAINTILE CLEANOUT DETAIL
NOT TO SCALESCALE:
3
CG106
POND WITH A FILTRATION BENCH DETAIL-WEST POND
NOT TO SCALE
8" PERFORATED DRAINTILE (NO SOCK,
MUST BE SLOTTED, .25" MAX WIDTH) -
ELEVATION AND VERTICAL POSITION
WITHIN ROCK TRENCH VARY ALONG
LENGTH OF DRAINTILE
18" FILTER MEDIA SPECIAL
70% SAND (ASTM C-33 COARSE WASH SAND)
30% COMPOST (MNDOT 3890.2B, GRADE 2 LEAF LITTER)
SLOP
E
S
1:
4
M
A
XI
M
U
M
SEE PLANTING PLAN
EROSION CONTROL
BLANKET - TYPE 3N
BOTTOM OF BENCH - 900.00
BOTTOM - 895.0
3' TYPICAL
12" TYPICAL
NOTE:
CONTRACTOR SHALL PROVIDE A POST CONSTRUCTION TEST ON THE
BIOFILTRATION BENCH. TEST SHALL BE CONDUCTED BY FILLING BASIN
WITH WATER TO A DEPTH OF 6" OVER THE BENCH AND MONITORING
THE TIME NECESSARY TO DRAIN. THE ENGINEER SHALL BE NOTIFIED
NO LESS THAN 3 DAYS PRIOR TO THE TEST TO WITNESS THE RESULTS.
18" MINIMUM
8" SOLID PVC
OUTLET CONTROL
STRUCTURE SEE 1/CG106
HWL - 903.9
NWL - 900.0
FILTRATION BENCH
ITEMS WITHIN DASHED
LINE INDICATE SAND
FILTER AND DRAINTILE
TO BE CONSTRUCTED
FOLLOWING FINAL
PHASE BUILD-OUT.
PRESSURE TREATED 2"x12" WOOD PLANKING ALONG
LENGTH OF BENCH ADJACENT TO POND SIDE SLOPE
COARSE FILTER AGGREGATE (MnDOT 3149.2H)
CONTRACTOR TO EXCAVATE TO BOTTOM OF SAND FILTER.
ACCUMULATED SEDIMENT TO BE EXCAVATED TO BOTTOM
OF SAND LAYER AND DRAINTILE TRENCHES FOLLOWING
FINAL PHASE BUILD-OUT.
ELEV: 898.50
COUNTY ROAD D EAST50'PETROLEUMEASEMENTohohohohohohohohohohohXXX|||||||||||petropetropetropetropetroCCCCCFFFFF8" DIPohohohohohohohohohohohXXX|||||||||||petropetropetropetropetroCCCCCFFFFF8" DIPBL 9142536BL 14123BL 121324BL 1512BL 131216+0010+00 11+00 12+00 13+00 14+00SS>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>STCB-5217
STCB-5222
STCB-5218
STCB-5316
STCB-5221
STCB-5223
STCB-522015" CL V RCP15" CL V RCP15" CL V RCP
15" CL V RCP15" CL V RCP15" CL V RCPBEGIN CONSTRUCTION
STA: 10+21.34 |895
900
905
910
915
920
925
895
900
905
910
915
920
925
10+00 906.96907.710+50 907.82908.311+00 907.71909.311+50 907.66908.912+00 908.48909.012+50 909.04908.613+00 908.72908.213+50 908.17908.214+00 907.94908.114+20
STCB-5221RIM: 907.43STA 11+77.86, 13.33' LT48" DIA CBMHINV: 903.29 (W)INV: 903.19 (S)- R-3067244' - 15" CL V RCP @ 0.60%PVIS: 10+24.08PVIE: 906.45PVIS: 10+24.42PVIE: 906.44PVIS: 10+50.00PVIE: 906.96HP: 11+19.34EL: 907.89HP: 13+05.22EL: 909.052.51%
-1.00%2.23%
-1.10%
2.00%
PVIS: 11+00
PVIE: 908.21
AD: -3.51%
K: 25.66
90.00' VC
PVIS: 12+90
PVIE: 909.38
AD: -3.33%
K: 27.00
90.00' VCBVCS: 10+55BVCE: 907.08BVCS: 12+45BVCE: 908.38EVCS: 11+45EVCE: 907.76EVCS: 13+35EVCE: 908.88LP: 11+77.86EL: 907.57PVIS: 11+95
PVIE: 907.26
AD: 3.23%
K: 27.86
90.00' VC
BVCS: 11+50BVCE: 907.71EVCS: 12+40EVCE: 908.26K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:54:35 AMCG-107
AS SHOWN SJH
JMSSJHNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)MATCHLINE STA -SEE SHEET -14+20CG-108SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 1STREET 1MATCHLINE STA -
SEE SHEET -
15+50
CG-115
MATCHLINE STA -
SEE SHEET -
16+60
CG-115
FUTURE
PHASE
FUTURE
PHASE
ohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohBL 2112BL 2512345BL 34123456BL 3620+0021+0014+00 15+00 16+00 17+00 18+00SS>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>STCB-5223
STCB-5220
STMH-5204
STCB-5208
STCB-5206
STCB-5205
STCB-5131
STCB-5209
STCB-5210
STCB-5130
FES-3 15" CL V RCP15" CL V RCP15" CL V RCP
15" CL V RCP15" CL V RCP15" CL V RCP15" CL V RCP24" CL III RCP15" CL V RCP
15" CL V RCP>>>>>>>>>>>>>>>>>>>>15" CL V RCP
37+0037+37|||||||||||895
900
905
910
915
920
925
895
900
905
910
915
920
925
908.05908.114+10 907.61908.214+50 907.12908.115+00 906.99908.515+50 907.24908.516+00 907.54909.316+50 907.84908.617+00 908.14909.117+50 908.44908.918+00 908.74909.318+50 908.92909.318+80
STCB-5220RIM: 907.60STA 14+21.94, 13.33' LT48" DIA CBMHINV: 902.73 (W)INV: 901.73 (N)INV: 901.63 (E)- R-3067STCB-5209RIM: 906.66STA 15+39.46, 13.33' LT48" DIA CBMHINV: 902.73 (W)INV: 902.63 (S)- R-306775' - 15" CL V RCP @ 0.60%
STCB-5208RIM: 907.38STA 16+14.51, 13.33' LT48" DIA CBMHINV: 902.18 (S)INV: 902.18 (N)INV: 902.08 (E)- R-306724" CL III RCP
INV: 901.48
0.60%-1.10%
309' - 15" CL V RCP @ 0.60%LP: 15+39.46EL: 906.98PVIS: 15+24.68
PVIE: 906.79
AD: 1.70%
K: 58.73
100.00' VC
BVCS: 14+74.68BVCE: 907.34EVCS: 15+74.68EVCE: 907.09K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:54:48 AMSTREET &
STORM PLAN
AND PROFILE
CG-108
AS SHOWN SJH
JMSSJHNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)- MATCHLINE STA- SEE SHEET14+20CG-107MATCHLINE STA -SEE SHEET -18+80CG-109SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 2STREET 2MATCHLINE STA -
SEE SHEET -
20+00
CG-114
MATCHLINE STA -
SEE SHEET -
21+50
CG-114
FUTURE
PHASE
C C C C C C C C C C C C C C
oh oh oh oh oh oh oh ohohohohohohohohoh
ohohoh oh oh oh
ohC C C C C C C C C C C C C C
oh oh oh oh oh oh oh ohohohohohohohohoh
ohohoh oh oh oh
oh56BL 29123456BL 33123456BL 3BL 361215+0015+6019+00 20+00 21+00 22+00 23+00SS>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||>>>>STCB-5125
15" CL V RCP>>>>>>STCB-5225
15" CL V RCPSTCB-5226
15" CL V RCPSTCB-5227 15" CL V R
C
P
STCB-5126
||||||895
900
905
910
915
920
925
895
900
905
910
915
920
925
908.92909.318+80 909.04909.319+00 909.34909.319+50 909.64909.320+00 909.94909.520+50 910.24909.621+00 910.48909.521+50 910.16909.122+00 909.19908.922+50 908.09908.423+00 907.00907.323+50
0.60%
-2.19%HP: 21+51.50EL: 910.48PVIS: 21+80
PVIE: 910.72
AD: -2.79%
K: 35.85
100.00' VC
BVCS: 21+30BVCE: 910.42EVCS: 22+30EVCE: 909.62STCB-5225RIM: 908.86STA 19+23.50, 13.33' LT48" DIA CBMHINV: 904.13 (W)INV: 904.03 (N)- R-3067K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:54:57 AMSTREET &
STORM PLAN
AND PROFILE
CG-109
AS SHOWN SJH
JMSSJHNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)MATCHLINE STA -SEE SHEET -18+80CG-108SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 4- MATCHLINE STA- SEE SHEET23+50CG-110MATCHLINE STA -
SEE SHEET -
14+70
CG-113
>>>>>>>>>>>>>>||||||||||||||||||C C C C
8" VCPohohohohoh>>>>S>>>>>>>>>>D|CCCCCCFFFFFF6" WM12" RCP|
|
|
|
|
|RIM: 905.14INV: 887.54 EINV: 887.54 WINV: 887.64 SINV: 894.64 SINV: 887.74 NINV: 892.64 Noh oh oh oh oh oh oh oh
>>>>>>>>>>>>>>||||||||||||||||||C C C C
8" VCPohohohohoh>>>>S>>>>>>>>>>D|CCCCCCFFFFFF6" WM12" RCP|
|
|
|
|
|RIM: 905.14INV: 887.54 EINV: 887.54 WINV: 887.64 SINV: 894.64 SINV: 887.74 NINV: 892.64 Noh oh oh oh oh oh oh oh
24+00 24+68S>>>>>
||||||||ST>>>>>>>>>>>>>>>>>>>>>>BL 33123456BL 3212345615+00 16+00 16+81
14+0015+00SS>>>>>>>>>>>>>>>>||||||||||||||||||||||>>>>>>>>>>STCB-5127
STCB-5122 STCB-5124STCB-5123
15" CL V RCP15" CL V RCP 15" CL V RCP|||885
890
895
900
905
910
915
920
925
885
890
895
900
905
910
915
920
925
907.00907.323+50 905.90906.224+00 905.00905.024+50 25+00
-2.19%
-1.81%PVIS: 24+00.00PVIE: 905.90PVIS: 24+52.69PVIE: 904.95-2.19%
-1.81%PVIS: 24+00.00PVIE: 905.90PVIS: 24+52.69PVIE: 904.95895
900
905
910
915
920
925
930
895
900
905
910
915
920
925
930
907.88907.114+50 908.12906.615+00 908.44906.515+50 908.76905.916+00 909.08905.516+50 17+00
40' - 15" CL V RCP @ 0.60%
51' - 15" CL V RCP @ 0.70%
STCB-5124RIM: 908.06STA 15+29.67, 10.54' LT2'X3' CBINV: 904.10 (N)- R-30670.64%PVIS: 14+89.74PVIE: 908.05PVIS: 16+75.64PVIE: 909.24EVCS: 14+85EVCE: 908.02STCB-5123RIM: 907.96STA 14+78.34, 10.54' LT48" DIA MHINV: 903.74 (S)INV: 903.24 (E)INV: 903.14 (N)- R-1678-AK:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:55:15 AMSTREET &
STORM PLAN
AND PROFILE
CG-110
AS SHOWN SJH
JMSSJHNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)- MATCHLINE STA- SEE SHEET23+50CG-109SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709ALLEN AVENUESTREET H (24.0' BC-BC PRIVATE DRIVE)MATCHLINE STA -SEE SHEET -14+50CG-111- MATCHLINE STA
- SEE SHEET
15+00
CG-113
STREET 4STREET 4- MATCHLINE STA
- SEE SHEET
13+25
CG-113
BL 2015263748BL 2415263748BL 28142536BL 2112BL 25123456BL 29123456BL 310+00 11+00 12+00 13+00 14+00
19+0020+00SS>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9+80 10+00
STCB-5127
STCB-5122STCB-5121
STCB-5128
STCB-5101
STMH-5100
24" CL III RCP
24" CL III RCP15" CL V RCP18" CL V RCP
15" CL V RCP18" CL V RCP15" CL V RCP>>||||||STCB-5115
BL-STREET H
895
900
905
910
915
920
906.09908.210+00 907.03908.210+50 907.71908.311+00 908.37908.211+50 908.75908.012+00 908.81908.012+50 908.57907.813+00 908.27907.513+50 907.97907.414+00 907.88907.114+50
BL-STREET H_EXTENSION
895
900
905
910
915
920
905.37908.19+80 906.09908.210+00
106' - 18" CL V RCP @ 1.61%
STCB-5121RIM: 907.38STA 10+94.17, 10.54' LT48" DIA CBMHINV: 903.37 (W)INV: 900.59 (S)INV: 902.66 (E)INV: 900.49 (N)- R-3067344' - 18" CL V RCP @ 0.60%
STCB-5122RIM: 907.63STA 14+38.55, 10.54' LT48" DIA CBMHINV: 903.10 (W)INV: 902.90 (S)INV: 902.65 (N)- R-3067STCB-5101RIM: 905.91STA 19+65.01, 11.54' LT60" DIA CBMHINV: 898.39 (W)INV: 898.79 (S)INV: 898.59 (E)INV: 898.29 (N)- R-3067-0.60%
2.00%
1.36%PVIS: 10+00.00PVIE: 906.09PVIS: 10+40.00PVIE: 906.89HP: 12+34.17EL: 908.83PVIS: 12+05
PVIE: 909.14
AD: -1.96%
K: 76.39
150.00' VC
BVCS: 11+30BVCE: 908.12EVCS: 12+80EVCE: 908.69LP: 14+38.55EL: 907.87PVIS: 14+40
PVIE: 907.73
AD: 1.24%
K: 72.58
90.00' VC
BVCS: 13+95BVCE: 908.00-0.60%
2.00%
1.36%PVIS: 10+00.00PVIE: 906.09PVIS: 10+40.00PVIE: 906.89HP: 12+34.17EL: 908.83PVIS: 12+05
PVIE: 909.14
AD: -1.96%
K: 76.39
150.00' VC
BVCS: 11+30BVCE: 908.12EVCS: 12+80EVCE: 908.69LP: 14+38.55EL: 907.87PVIS: 14+40
PVIE: 907.73
AD: 1.24%
K: 72.58
90.00' VC
BVCS: 13+95BVCE: 908.00K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:55:28 AMSTREET &
STORM PLAN
AND PROFILE
CG-111
AS SHOWN SJH
JMSSJHNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET H (24.0' BC-BC PRIVATE DRIVE)MATCHLINE STA -SEE SHEET -14+50CG-110SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 2STREET 2- MATCHLINE STA
- SEE SHEET
20+40
CG-114
- MATCHLINE STA
- SEE SHEET
18+65
CG-114
BL 2015263748BL 2415263748BL 28142536BL 32BL 3BL 3BL 1915263748BL 2315263748BL 2714253610+00 11+00 12+00 13+00 14+00 14+90
18+0019+0012+0013+00SSS>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9+80 10+00 14+9015+00 15+20
STCB-5118
STCB-5119
STCB-5117STCB-5112
STCB-5113
STCB-5102
15" CL V RCP24" CL III RCP18" CL V RCP
15" CL V RCP18" CL V RCP 15" CL V RCP
>>>>>>>>>>>>>>>>>>>>|||||||15" CL V RCP18" CL V RCP 15" CL V RCPSTCB-5115
STCB-5116
STCB-5114
905.40908.510+00 906.40908.410+50 907.40908.611+00 908.06908.411+50 908.28908.812+00 908.09908.412+50 907.79907.913+00 907.49907.213+50 907.19906.114+00 906.98905.314+50 15+00
895
900
905
910
915
920
925
895
900
905
910
915
920
925
905.28908.59+80 905.40908.510+00 14+50 906.92905.015+00 908.51904.915+20
STCB-5102RIM: 905.13STA 18+26.56, 11.54' LT60" DIA CBMHINV: 899.28 (S)INV: 899.18 (W)INV: 899.08 (E)- R-306752' - 15" CL V RCP @ 0.60%
STCB-5117RIM: 906.71STA 14+50.00, 11.54' LT48" DIA CBMHINV: 902.81 (W)INV: 902.93 (S)INV: 902.56 (N)- R-3067279' - 18" CL V RCP @ 0.56%
49' - 18" CL V RCP @ 1.49%
STCB-5118RIM: 906.84STA 13+00.98, 11.54' RT2'X3' CBINV: 903.24 (N)- R-3067-0.60%0.60%
2.00%
2.02%HP: 12+00.69EL: 908.28BVCS: 10+85BVCE: 907.11EVCS: 12+35EVCE: 908.18-0.60%0.60%
2.00%
2.02%PVIS: 10+00.00PVIE: 905.40PVIS: 14+89.74PVIE: 907.13PVIS: 10+40.00PVIE: 906.20HP: 12+00.69EL: 908.28PVIS: 11+60
PVIE: 908.63
AD: -2.62%
K: 57.18
150.00' VC
BVCS: 10+85BVCE: 907.11EVCS: 12+35EVCE: 908.18LP: 14+50.00
EL: 906.98
PVIS: 14+50
PVIE: 906.89
AD: 1.20%
K: 50.00
60.00' VC
BVCS: 14+20BVCE: 907.07EVCS: 14+80EVCE: 907.07134' - 18" CL V RCP @ 0.60%
STCB-5114RIM: 907.93STA 11+71.15, 11.54' LT48" DIA CBMHINV: 901.01 (S)INV: 902.26 (E)INV: 902.26 (W)INV: 900.91 (N)- R-3067STCB-5112RIM: 905.91STA 10+37.59, 11.54' LT48" DIA CBMHINV: 901.92 (W)INV: 900.11 (S)INV: 900.01 (N)- R-3067K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:55:44 AMSTREET &
STORM PLAN
AND PROFILE
CG-112
AS SHOWN SJH
JMSSJHNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET G (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 2STREET 2- MATCHLINE STA
- SEE SHEET
19+00
CG-114
- MATCHLINE STA
- SEE SHEET
17+50
CG-114
MATCHLINE STA -
SEE SHEET -
12+30
CG-113 STREET 4MATCHLINE STA -
SEE SHEET -
13+75
CG-113
FUTURE
ADDITION
CCCCCCCohohohohohohohohohCCCCCCCohohohohohohohohoh6
BL 33
1
2
3
BL 32
1
2
3
BL 3
BL 3
BL 31
1 2 3 4 14+9015+0016+0012+00 13+00 14+00 15+00 15+6021+0022+00SSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>STCB-5125
STCB-5127 STCB-5122
STCB-5124
STCB-5123
STCB-5118
STCB-5119
STCB-511715" CL V RCP
15" CL V RCP
15" CL V RCP15" CL V RCP15" CL V RCP15" CL V RCP
BEGIN CONSTRUCTION
STA: 12+45.35 >>15" CL V RCPSTCB-5126
|||||||||
890
895
900
905
910
915
920
925
890
895
900
905
910
915
920
925
907.74903.112+00 907.34904.312+50 907.11905.113+00 907.32905.513+50 907.75906.214+00 908.42907.114+50 909.34908.015+00 910.28909.115+50 15+80PVIS: 15+59.93PVIE: 910.47BVCS: 12+56BVCE: 907.29BVCS: 13+78.92BVCE: 907.55EVCS: 13+46EVCE: 907.29EVCS: 14+68.92EVCE: 908.76-0.80%0.80%
1.88%
LP: 13+01.08
EL: 907.11
STCB-5118RIM: 906.84STA 13+00.98, 11.54' RT2'X3' CBINV: 903.24 (N)- R-3067PVIS: 13+01
PVIE: 906.93
AD: 1.60%
K: 56.35
90.00' VC
PVIS: 14+23.92
PVIE: 907.91
AD: 1.08%
K: 83.05
90.00' VC
STCB-5123RIM: 907.96STA 14+78.34, 10.54' LT48" DIA MHINV: 903.74 (S)INV: 903.24 (E)INV: 903.14 (N)- R-1678-A83' - 15" CL V RCP @ 0.60%
STCB-5125RIM: 909.33STA 15+17.46, 12.90' LT48" DIA CBMHINV: 903.84 (N)INV: 903.74 (W)- R-3067K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:55:57 AMSTREET &
STORM PLAN
AND PROFILE
CG-113
AS SHOWN SJH
JMSSJH
N
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET 4 (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET HSTREET GMATCHLINE STA -
SEE SHEET -
14+50
CG-111
MATCHLINE STA -
SEE SHEET -
14+50
CG-112
STREET HMATCHLINE STA -
SEE SHEET -
16+00
CG-110
MATCHLINE STA -
SEE SHEET -
22+50
CG-109
MATCHLINE STA -
SEE SHEET -
20+80
CG-109
VANDERBIE STREETFUTURE
PHASE
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
BL 20
1 5
2 6
BL 21
1
2
BL 19
1 5
2 6
BL 34
1
2
310+0011+0010+0011+0018+00 19+00 20+00 21+00 22+0016+0017+00S
SS >>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9+8010+009+8010+00STMH-5204STCB-5208
STCB-5121STCB-5128
STCB-5206
STCB-5205
STCB-5131
STCB-5130
STCB-5112STCB-5113
STCB-5101STCB-5102
STMH-5100
FES-1
24" CL III RCP24"
CL
I
I
I
RCP
15" CL V RCP
24" CL III RCP
18" CL V RCP15" CL V RCP18" CL V RCP15" CL V RCP
15" CL V RCP15" CL V RCP
15" CL V RCP15" CL V RCP15" CL V RCP15" CL V RCP
END CONSTRUCTION
STA: 21+43.10
BEGIN CONSTRUCTION
STA: 17+64.89
>>>>>>>>>>>>>>>>>>>>|||||||||||||18" CL V RCP895
900
905
910
915
920
925
895
900
905
910
915
920
925
905.73908.617+50 905.44908.618+00 905.43908.318+50 905.73908.219+00 906.07908.219+50 906.41907.720+00 906.79908.420+50 907.41909.221+00 907.23908.621+50 907.77908.522+00BVCS: 17+84.37BVCE: 905.52EVCS: 18+74.37EVCE: 905.56-0.60%
-1.25%1.08%
0.68%
1.94%PVIS: 21+31.00PVIE: 907.02PVIS: 20+47.00PVIE: 906.73PVIS: 20+89.16PVIE: 907.55LP: 18+26.56
EL: 905.39
PVIS: 18+29.37
PVIE: 905.25
AD: 1.28%
K: 70.31
90.00' VC
STCB-5102RIM: 905.13STA 18+26.56, 11.54' LT60" DIA CBMHINV: 899.28 (S)INV: 899.18 (W)INV: 899.08 (E)- R-3067138' - 24" CL III RCP @ 0.50%
STCB-5101RIM: 905.91STA 19+65.01, 11.54' LT60" DIA CBMHINV: 898.39 (W)INV: 898.79 (S)INV: 898.59 (E)INV: 898.29 (N)- R-306782' - 15" CL V RCP @ 0.50%
STCB-5130RIM: 906.37STA 20+46.68, 12.90' LT48" DIA CBMHINV: 899.10 (S)INV: 899.00 (W)- R-306772' - 24" CL III RCP @ -0.58%
15" CL V RCP
INV: 903.0415" CL V RCP
INV: 902.40
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:56:09 AMSTREET &
STORM PLAN
AND PROFILE
CG-114
AS SHOWN SJH
JMSSJH
N
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET 2 (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET HSTREET GSTREET HMATCHLINE STA -
SEE SHEET -
11+00
CG-112 STREET HSTREET GVANDERBIE STREETMATCHLINE STA -
SEE SHEET -
11+00
CG-111
MATCHLINE STA -
SEE SHEET -
17+50
CG-108
MATCHLINE STA -
SEE SHEET -
15+70
CG-108
FUTURE
PHASE
FUTURE
PHASE
2 5
3 6
2 5
3 6
BL 12
1 3
2 4
BL 15
1 3
2 4
15+00 16+00 17+0013+0014+00S>>>>>>>>>>>|||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>
STCB-5217
STCB-5218
STCB-5316
15" CL V RCP 15" CL V RCP15" CL V RCP15" CL V RCP
END CONSTRUCTION
STA: 16+60.74BEGIN CONSTRUCTION
STA: 15+52.81 |895
900
905
910
915
920
895
900
905
910
915
920
908.32908.514+50 908.61908.215+00 908.90908.415+50 909.19908.416+00 908.97908.016+50 908.57908.417+00 908.19908.417+50
0.58%-0.80%1.00%PVIS: 16+13.02PVIE: 909.27PVIS: 17+48.94PVIE: 908.180.58%1.00%PVIS: 16+13.02PVIE: 909.27PVIS: 17+48.94PVIE: 908.18STCB-5217RIM: 908.89STA 16+48.32, 12.91' LT48" DIA CBMHINV: 904.66 (S)INV: 904.56 (E)- R-306772' 15" CL V RCP
@ 0.50%70' - 15" CL V RCP @ 0.60%
STCB-5316RIM: 908.65STA 15+64.28, 13.03' LT2'X3' CBINV: 904.85 (W)- R-306715" CL V RCP
INV: 902.38
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-STST-PH1-PLAN.dwg 9/23/2022 10:56:23 AMSTREET &
STORM PLAN
AND PROFILE
CG-115
AS SHOWN SJH
JMSSJH
N
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET 1 (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709FUTURE
PHASEVANDERBIE STREETFUTURE
PHASE
MATCHLINE STA -
SEE SHEET -
12+20
CG-107
MATCHLINE STA -
SEE SHEET -
14+00
CG-107
COUNTY ROAD D EAST50'PETROLEUMEASEMENTohohohohohohohohohohohXXX|||||||||||petropetropetropetropetroCCCCCFFFFF8" DIPohohohohohohohohohohohXXX|||||||||||petropetropetropetropetroCCCCCFFFFF8" DIPBL 9142536BL 14123BL 121324BL 1512BL 131216+0010+00 11+00 12+00 13+00 14+00SS>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>8" PVC
8" DIP |ohohohohohohohohohohohXXX|||||||||||petropetropetropetropetroCCCCCFFFFF8" DIP>>>||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||||||||||||||||||SANMH-6
SAN-STUB-2
SAN-STUB-1
SANMH-7
HYD-1 HYDRANT W/ 6" VALVE (SALVAGED)
W-4
HYD-2
STUB-2
STUB-1
W-2
W-1
CS-1 CS-2
CS-7 CS-8
CS-3 CS-4 CS-5
CS-9
CS-12
CS-10 CS-11
CS-13
CS-6
895
900
905
910
915
920
895
900
905
910
915
920
10+00 906.96907.710+50 907.82908.311+00 907.71909.311+50 907.66908.912+00 908.48909.012+50 909.04908.613+00 908.72908.213+50 908.17908.214+00 907.94908.114+20
SANMH-6RIM: 909.04STA 13+11.88, 0.00'TYPE: 48" DIA.INV: 896.26 (W)INV: 896.26 (E)INV: 896.26 (N)INV: 896.26 (S)-SANMH-7RIM: 907.83STA 11+02.43, 0.00'TYPE: 48" DIA.INV: 899.17 (S)-186' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 11:06:13 AMCU-101
AS SHOWN SJH/LCW
KWHSJH/LCWNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)MATCHLINE STA -SEE SHEET -14+20CU-102SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 1STREET 1
ohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohBL 2112BL 2512345BL 34123456BL 3620+0021+0014+00 15+00 16+00 17+00 18+00SS>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>8" PVC >>>>>>>>>>>>>>>>>>>>|||||||||||ohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohohSANMH-4SANMH-5
SAN-STUB-3
HYD-3
W-27
W-10
W-9
W-11
STUB-4
CS-11
CS-13
W-26
895
900
905
910
915
920
907.94908.114+20 907.61908.214+50 907.12908.115+00 906.99908.515+50 907.24908.516+00 907.54909.316+50 907.84908.617+00 908.14909.117+50 908.44908.918+00 908.74909.318+50
SANMH-5RIM: 907.22STA 14+87.04, 0.00' LTTYPE: 48" DIA.INV: 895.57 (N)INV: 895.57 (S)-SANMH-4RIM: 907.55STA 16+50.97, 0.00'TYPE: 48" DIA.INV: 894.91 (N)INV: 894.92 (E)INV: 894.92 (S)-164' - 8" PVC SSWR @ 0.40%
301' - 8" PVC SSWR @ 0.40%
356' - 8" DIP WMN24" CL III RCP
INV: 901.48
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 11:06:38 AMSTREET UTILITY
PLAN AND
PROFILE
CU-102
AS SHOWN SJH/LCW
KWHSJH/LCWNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)- MATCHLINE STA- SEE SHEET14+20CU-101MATCHLINE STA -SEE SHEET -18+80CU-103SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 2STREET 2MATCHLINE STA -
SEE SHEET -
20+00
CU-108
C C C C C C C C C C C C C C
oh oh oh oh oh oh oh ohohohohohohohohoh
ohohoh oh oh oh
ohC C C C C C C C C C C C C C
oh oh oh oh oh oh oh ohohohohohohohohoh
ohohoh oh oh oh
oh56BL 29123456BL 33123456BL 3BL 361215+0015+6019+00 20+00 21+00 22+00 23+00SS>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||>>>>>>>>>>||||||C C C C C C C C C C C C C C
oh oh oh oh oh oh oh ohohohohohohohohoh
ohohoh oh oh oh
ohSS RM
SS RM
SS RM>>>>>>>>>|||||>>>>|||||||||||||||SANMH-2
SANMH-3
HYD-5
W-34
W-36
W-33 W-35HYD-4
W-28
CS-14 CS-15 CS-16 CS-17
895
900
905
910
915
920
895
900
905
910
915
920
908.92909.318+80 909.04909.319+00 909.34909.319+50 909.64909.320+00 909.94909.520+50 910.24909.621+00 910.48909.521+50 910.16909.122+00 909.19908.922+50 908.09908.423+00 907.00907.323+50
SANMH-3RIM: 909.35STA 19+52.20, 0.00' LTTYPE: 48" DIA.INV: 893.72 (N)INV: 893.72 (S)-SANMH-2RIM: 910.47STA 21+40.71, 0.00'TYPE: 48" DIA.INV: 892.97 (N)INV: 892.95 (W)INV: 892.97 (S)-189' - 8" PVC SSWR @ 0.40%
327' - 8" PVC SSWR @ 0.40%
509' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 11:06:52 AMSTREET UTILITY
PLAN AND
PROFILE
CU-103
AS SHOWN SJH/LCW
KWHSJH/LCWNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)MATCHLINE STA -SEE SHEET -18+80CU-102SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 4- MATCHLINE STA- SEE SHEET23+50CU-104MATCHLINE STA -
SEE SHEET -
14+70
CU-107
>>>>>>>>>>>>>>>>|||||||||||||||||||||C C C C
6" WM8" VCPohohohohoh>>>>S>>>>>>>>>>D|CCCCCCFFFFFF6" WM12" RCP|
|
|
|
|
|RIM: 905.14INV: 887.54 EINV: 887.54 WINV: 887.64 SINV: 894.64 SINV: 887.74 NINV: 892.64 Noh oh oh oh oh oh oh oh
>>>>>>>>>>>>>>>>|||||||||||||||||||||C C C C
6" WM8" VCPohohohohoh>>>>S>>>>>>>>>>D|CCCCCCFFFFFF6" WM12" RCP|
|
|
|
|
|RIM: 905.14INV: 887.54 EINV: 887.54 WINV: 887.64 SINV: 894.64 SINV: 887.74 NINV: 892.64 Noh oh oh oh oh oh oh oh
24+00 24+68
S>>>>>
||||||||ST>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||C C C C
6" WM8" VCPohohohohoh>>>>S>>>>>>>>>>D|CCCCCCFFFFFF6" WM12" RCP|
|
|
|
|
|RIM: 905.14INV: 887.54 EINV: 887.54 WINV: 887.64 SINV: 894.64 SINV: 887.74 NINV: 892.64 Noh oh oh oh oh oh oh oh
EX. SANMH-1
HYD-6
W-37
W-38
W-39 >>>>XXXXXXXXXXBL 33123456BL 3212345615+00 16+00 16+81
14+0015+00SS>>>>>>>>>>>>>>>>||||||||||||||||||||||>>>>>>>>>>||||||||XXXXX>>>>>>>>>>>>>>||||||||||||||||||||||||||SANMH-14
SANMH-11
HYD-10W-22
W-24
W-21
CS-50CS-49CS-48
CS-56
CS-55
CS-54
CS-51
CS-52
CS-53
CS-45 CS-46 CS-47
W-41
885
890
895
900
905
910
915
885
890
895
900
905
910
915
907.00907.323+50 905.90906.224+00 905.00905.024+50 25+00
EX. SANMH-1RIM: 904.85STA 24+67.6, 0.0'TYPE: 48" DIA.32' - 8" DIP WMN
327' - 8" PVC SSWR @ 0.40%
895
900
905
910
915
920
895
900
905
910
915
920
907.88907.114+50 908.10906.615+00 908.44906.515+50 908.76905.916+00 909.08905.516+50 908.58905.316+80
SANMH-11RIM: 908.03STA 21+38.87, 136.00' RTTYPE: 48" DIA.INV: 895.00 (W)INV: 895.00 (N)INV: 895.00 (S)INV: 895.00 (E)-SANMH-14RIM: 909.21STA 23+20.67, 136.00' RTTYPE: 48" DIA.INV: 901.21 (N)-182' - 8" PVC S
S
W
R
@
3
.
4
2
%
244' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 11:07:17 AMSTREET UTILITY
PLAN AND
PROFILE
CU-104
AS SHOWN SJH/LCW
KWHSJH/LCWNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
VANDERBIE STREET (28.0' BC-BC 60' RIGHT-OF-WAY)- MATCHLINE STA- SEE SHEET23+50CU-103SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709ALLEN AVENUESTREET H (24.0' BC-BC PRIVATE DRIVE)MATCHLINE STA -SEE SHEET -14+50CU-105- MATCHLINE STA
- SEE SHEET
15+00
CU-107
STREET 4STREET 4- MATCHLINE STA
- SEE SHEET
13+00
CU-107
BL 2015263748BL 2415263748BL 28142536BL 2112BL 25123456BL 29123456BL 310+00 11+00 12+00 13+00 14+00
19+0020+00SS>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9+80 10+00 >>||||||>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||SANMH-12 SANMH-13
W-25
W-12
CS-20
CS-22 CS-23
CS-21 CS-26
CS-24 CS-25
CS-27
CS-28
CS-33CS-32
CS-30
CS-29
CS-31
CS-34 CS-35
CS-36 CS-38
CS-37
CS-40
CS-39
CS-43CS-42 CS-44
CS-41
BL-STREET H
895
900
905
910
915
920
906.09908.210+00 907.03908.210+50 907.71908.311+00 908.37908.211+50 908.75908.012+00 908.81908.012+50 908.57907.813+00 908.27907.513+50 907.97907.414+00 907.88907.114+50
BL-STREET H_EXTENSION
895
900
905
910
915
920
SANMH-13RIM: 908.60STA 19+43.61, 136.00' RTTYPE: 48" DIA.INV: 897.63 (N)INV: 897.53 (S)-SANMH-12RIM: 906.69STA 16+79.13, 136.00' RTTYPE: 48" DIA.INV: 898.69 (S)-905.37908.19+80 906.09908.210+00
195' - 8" PVC SSWR @ 1.30%
434' - 8" DIP WMN
264' - 8" PVC SSWR @ 0.40%K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 10:58:14 AMSTREET UTILITY
PLAN AND
PROFILE
CU-105
AS SHOWN SJH/LCW
KWHSJH/LCWNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET H (24.0' BC-BC PRIVATE DRIVE)MATCHLINE STA -SEE SHEET -14+50CU-104SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 2STREET 2- MATCHLINE STA
- SEE SHEET
20+50
CU-108
- MATCHLINE STA
- SEE SHEET
18+50
CU-108
BL 2015263748BL 2415263748BL 28142536BL 32BL 3BL 3BL 1915263748BL 2315263748BL 2714253610+00 11+00 12+00 13+00 14+00 14+90
18+0019+0012+0013+00SSS>>>>>>>>>>>>>>>>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9+80 10+00 14+9015+00 15+20
>>>>>>>>>>>>>>>>>>>>|||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||||>>SANMH-10
SANMH-9SANMH-8
SAN-STUB-4
HYD-9
W-19
W-20
W-17
HYD-7 HYD-8
W-23
W-16
STUB-3
W-15
W-13
W-14
CS-64
CS-60 CS-61 CS-62
CS-65 CS-66 CS-67
CS-63 CS-68
CS-72
CS-69
CS-73 CS-74
CS-70 CS-71
CS-75
CS-76
CS-79 CS-80
CS-77 CS-78
CS-81
CS-82
BL-STREET G
905.34908.510+00 906.31908.410+50 907.29908.611+00 908.12908.411+50 907.88908.812+00 906.95908.412+50 906.17907.913+00 906.24907.213+50 906.72906.114+00 907.19905.314+50 15+00
BL-STREET G_EXTENSION
895
900
905
910
915
920
BL-STREET G_EXTENSION 2
895
900
905
910
915
920
SANMH-8RIM: 906.00STA 16+77.30, 273.00' RTTYPE: 48" DIA.INV: 898.00 (S)-SANMH-9RIM: 907.81STA 19+43.61, 273.00' RTTYPE: 48" DIA.INV: 896.93 (N)INV: 896.83 (S)-905.28908.59+80 905.40908.510+00 14+50 906.92905.015+00 908.51904.915+20
SANMH-10RIM: 907.13STA 21+37.02, 273.00' RTTYPE: 48" DIA.INV: 895.55 (N)INV: 895.61 (W)INV: 895.55 (E)-266' - 8" PVC SSWR @ 0.40%
193' - 8" PVC SSWR @ 0.66%
504' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 10:58:32 AMSTREET UTILITY
PLAN AND
PROFILE
CU-106
AS SHOWN SJH/LCW
KWHSJH/LCWNSCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET G (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET 2STREET 2- MATCHLINE STA
- SEE SHEET
19+00
CU-108
MATCHLINE STA -
SEE SHEET -
14+00
CU-107
CCCCCCCohohohohohohohohohCCCCCCCohohohohohohohohoh6
BL 33
1
2
3
BL 32
1
2
3
BL 3
BL 3
BL 31
1 2 3 4 14+9015+0016+0012+00 13+00 14+00 15+00 15+6021+0022+00SSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>14+9015+0015+20>>|||||||||
|||||CCCCCCCohohohohohohohohohSS RM>>>>>
>
>
>>>>>>>>>|||||
|
|||||||||||||||>>||||||||||SANMH-2SANMH-11
SANMH-10
SAN-STUB-4
HYD-5
W-34
W-36
W-33
W-35
W-22
W-24
W-21
HYD-9
W-19
W-20
W-18
W-17
CS-51
CS-52
CS-53
CS-45
CS-46
CS-47
CS-15
CS-78CS-81
CS-82
CS-44
CS-41
BL-STREET 4
890
895
900
905
910
915
890
895
900
905
910
915
908.00903.112+00 907.75904.312+50 907.51905.113+00 907.80905.513+50 908.10906.214+00 908.64907.114+50 909.38908.015+00 910.12909.115+50 15+80
SANMH-11RIM: 908.03STA 21+38.87, 136.00' RTTYPE: 48" DIA.INV: 895.00 (W)INV: 895.00 (N)INV: 895.00 (S)INV: 895.00 (E)-SANMH-2RIM: 910.47STA 21+40.71, 0.00'TYPE: 48" DIA.INV: 892.97 (N)INV: 892.95 (W)INV: 892.97 (S)-SANMH-10RIM: 907.13STA 21+37.02, 273.00' RTTYPE: 48" DIA.INV: 895.55 (N)INV: 895.61 (W)INV: 895.55 (E)-15" CL V RCP
INV: 903.17
52' - 8" PVC SSWR @ 0.40%137' - 8" PVC SSWR @ 0.40%
136' - 8" PVC SSWR @ 1.51%
176' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 10:58:47 AMSTREET UTILITY
PLAN AND
PROFILE
CU-107
AS SHOWN SJH/LCW
KWHSJH/LCW
N
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET 4 (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET HSTREET GMATCHLINE STA -
SEE SHEET -
14+30
CU-105
MATCHLINE STA -
SEE SHEET -
14+30
CU-106
STREET HMATCHLINE STA -
SEE SHEET -
20+80
CU-103
MATCHLINE STA -
SEE SHEET -
22+60
CU-103
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
BL 20
1 5
2 6
BL 21
1
2
BL 19
1 5
2 6
BL 34
1
2
310+0011+0010+0011+0018+00 19+00 20+00 21+0016+0017+00S
SS >>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9+8010+009+8010+00>>>>>>>>>>>>>>>>>>>>|||||||||||||
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
>
>>>>>>>>>
>>
|
|||||||||
|||||||||SANMH-4
SANMH-12
SANMH-8
SAN-STUB-3
HYD-3
W-27
W-10
W-9
W-11
HYD-7
STUB-4
W-25W-12
W-16
STUB-3
W-15 W-13
W-14
W-26
CS-64 CS-60
CS-61CS-65
CS-20
CS-22
CS-23
CS-21
CS-24
895
900
905
910
915
920
895
900
905
910
915
920
905.79908.617+50 905.45908.618+00 905.42908.318+50 905.83908.219+00 906.24908.219+50 906.65907.720+00 907.08908.420+50 907.45909.221+00 906.71908.621+50 907.50908.522+00
SANMH-4RIM: 907.55STA 16+50.97, 0.00'TYPE: 48" DIA.INV: 894.91 (N)INV: 894.92 (E)INV: 894.92 (S)-15" CL V RCP
INV: 902.40
15" CL V RCP
INV: 903.04
64' - 8" PVC SSWR @
2
.
2
5
%
324' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 10:59:02 AMSTREET UTILITY
PLAN AND
PROFILE
CU-108
AS SHOWN SJH/LCW
KWHSJH/LCW
N
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET 2 (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709STREET HSTREET GSTREET HMATCHLINE STA -
SEE SHEET -
15+60
CU-102
- MATCHLINE STA
- SEE SHEET
17+50
CU-102
- MATCHLINE STA
- SEE SHEET
11+00
CU-105
- MATCHLINE STA
- SEE SHEET
11+00
CU-106
2 5
3 6
2 5
3 6
BL 12
1 3
2 4
BL 15
1 3
2 4
15+00 16+00 17+0013+0014+00S>>>>>>>>>>>|||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>8" PVC|>>>>>>>>>>>>|||||||||||||||||||||
|||
|||
SANMH-6
SAN-STUB-2SAN-STUB-1
W-4
HYD-2
STUB-2STUB-1
CS-5
CS-9
CS-12
CS-10
895
900
905
910
915
920
895
900
905
910
915
920
908.61908.215+00 908.90908.415+50 909.15908.416+00 908.97908.016+50 908.57908.417+00
SANMH-6RIM: 909.04STA 13+11.88, 0.00'TYPE: 48" DIA.INV: 896.26 (W)INV: 896.26 (E)INV: 896.26 (N)INV: 896.26 (S)-15" CL V RCP
INV: 902.38
66' - 8" PVC SSWR @ 2.00%66' - 8" PVC SSWR @ 2.00%
79' - 8" DIP WMN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 10:59:17 AMSTREET UTILITY
PLAN AND
PROFILE
CU-109
AS SHOWN SJH/LCW
KWHSJH/LCW
N
SCALE IN FEET
0
H:
20 40
SCALE IN FEET
0
V:
5 10
STREET 1 (26.0' BC-BC PRIVATE DRIVE)
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709FUTURE
PHASEVANDERBIE STREETFUTURE
PHASE
- MATCHLINE STA
- SEE SHEET
14+00
CU-102
- MATCHLINE STA
- SEE SHEET
12+10
CU-101
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-UTIL-PH 1-PLAN.dwg 9/23/2022 10:59:19 AMWATER AND
SANITARY
SEWER
STRUCTURE
TABLE
CU-110
AS SHOWN SJH/LCW
KWHSJH/LCW
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709ADD PHASE 1 WATER & SANITARY NETWORK TABLE
VANDERBIE STREETVANDERBIE STREET50'
PETROLEUM
EASEMENT
DESOTO STREEToh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh ohohohohoh
oh
oh
XXXXXXXXXXX
MB
>>>>>>>>>>>>>>>>S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>D D
D
D
D
D
D
D
||||||||||||||||||||||||
|
|
|
||||||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.00ALLEN AVENUE
60
33TRUNK
H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
33
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
C
C
C
C
C
C
F
F
F
F
F
F
CCCCEX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 NEX. STMH
RIM: 903.34
INV: 900.44 W
EX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
PIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP (P
L
A
N
)
8" DIP
8" DIP
36" STORMSTORM15" RCP
STORM
15" RCP
STORM36"
RCP
8" DIP
COUNTY
R
O
A
D
D
E
A
S
T
12" RCP12" RCP12" RCP
8" VCP
12" RCP
8" VCP
STORMohohohohohX>>>>S
S
S
D
N89°57'56"W 269.39
60
3333C F
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM
6" WM
RIM: 907.55
INV: 893.55 S
8" VCP12" RCP15" RCPSTORMEX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")
ALLEN AVENUE
RIM: 905.14 ohohEX. CB
RIM: 904.40
30" STORM 30" STORM 30" STORM
30" STORM 30" STORM
STORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh ohohohohoh
oh
oh
XXXXXXXXXXX
MB
>>>>>>>>>>>>>>>>S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>D D
D
D
D
D
D
D
||||||||||||||||||||||||
|
|
|
||||||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.00ALLEN AVENUE
60
33TRUNK
H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
33
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
C
C
C
C
C
C
F
F
F
F
F
F
CCCCEX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 NEX. STMH
RIM: 903.34
INV: 900.44 W
EX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
PIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP (P
L
A
N
)
8" DIP
8" DIP
36" STORMSTORM15" RCP
STORM
15" RCP
STORM36"
RCP
8" DIP
COUNTY
R
O
A
D
D
E
A
S
T
12" RCP12" RCP12" RCP
8" VCP
12" RCP
8" VCP
STORMohohohohohX>>>>S
S
S
D
N89°57'56"W 269.39
60
3333C F
EX. CB
RIM: 904.26
INV: 899.56 E (30")
INV: 899.46 W (30")
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
6" WM
6" WM
RIM: 907.55
INV: 893.55 S
8" VCP12" RCP15" RCPSTORMEX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")
ALLEN AVENUE
RIM: 905.14 ohohEX. CB
RIM: 904.40
30" STORM 30" STORM 30" STORM
30" STORM 30" STORMSTREET HSTREET HSTREET GSTREET 2 STREET 2
STREET 4
STREET 1 STREET 1
STORMWATER
POND
NWL=900.0
HWL=903.9
MATCH LINE L103
MATCH LINE L104
PHASE 1 LIMITS
PHASE 1 LIMITS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-LNSCP-PH 1-PLAN.dwg 9/23/2022 10:59:42 AMLS-101
AS SHOWN AM
AMKT
N
SCALE IN FEET
0
H:
80 160
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709OVERALL
LANDSCAPE
PLAN
DECIDUOUS BOTANICAL / COMMON NAME CONT QTY
ARS Acer rubrum 'Franksred' TM / Red Sunset Maple 2" Cal B&B 18
CO Celtis occidentalis / Common Hackberry 2" Cal B&B 13
GI Gleditsia triacanthos inermis 'Skycole' TM / Skyline Honey Locust 2" Cal B&B 11
PT Populus tremuloides / Quaking Aspen 2" Cal B&B 8
QSW Quercus bicolor / Swamp White Oak 2" Cal B&B 14
EVERGREEN TREES BOTANICAL / COMMON NAME CONT QTY
AB Abies balsamea / Balsam Fir 6` HT B&B 5
PBH Picea glauca densata / Black Hills Spruce 6` HT B&B 2
ORN. TREE BOTANICAL / COMMON NAME CONT QTY
AG Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 6` HT B&B 9
SR Syringa reticulata / Japanese Tree Lilac 1.5" Cal B&B 12
SHRUBS BOTANICAL / COMMON NAME SIZE QTY
AR Amelanchier alnifolia 'Regent' / Regent Serviceberry 2 gal 95
BLC Aronia melanocarpa / Black Chokeberry 2 gal 24
AH Hydrangea arborescens 'Annabelle' / Annabelle Hydrangea 2 gal 30
HLL Hydrangea paniculata 'Jane' TM / Little Lime Panicle Hydrangea 2 gal 103
AJ Juniperus horizontalis 'Andorra' / Andorra Juniper 2 gal 30
GMC Ribes alpinum 'Green Mound' / Green Mound Alpine Currant 2 gal 36
AW Spiraea x bumalda 'Anthony Waterer' / Anthony Waterer Spirea 2 gal 42
NFS Spiraea x bumalda 'Neon Flash' / Neon Flash Spirea 2 gal 40
TAY Taxus x media 'Tauntonii' / Taunton's Anglo-Japanese Yew 2 gal 30
TEA Thuja occidentalis 'Techny Globe' / Techny Globe Arborvitae 2 gal 47
TR Thuja occidentalis `Rheingold` / Rheingold Arborvitae 2 gal 45
CAV Viburnum trilobum `Compactum` / Compact American Cranberrybush 2 gal 27
PERENNIALS BOTANICAL / COMMON NAME SIZE QTY
PVG Geranium x 'Philippe Vapelle' / Philippe Vapelle Cranesbill #1 CONT.108
RSD Hemerocallis x 'Ruby Stella' / Ruby Stella Daylily #1 CONT.50
SD Hemerocallis x 'Stella de Oro' / Stella de Oro Daylily #1 CONT.56
HWF Hosta x `Frances Williams` / Frances Williams Hosta #1 CONT.56
PHASE 1 PLANT SCHEDULE
PLANTING NOTES
1.VERIFY WITH THE PROJECT MANAGER AND UTILITY COMPANIES THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START. REPAIR ALL
DAMAGES TO EXISTING UTILITIES, CURBS, PAVEMENTS AND STRUCTURES WHICH OCCUR DURING THE CONSTRUCTION OF THE PROJECT OR AS A
RESULT OF THE CONTRACTOR'S ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER.
2.SAFEGUARD ALL BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR INJURY TO
PERSONS OR PROPERTY WHICH MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE EXECUTION OF WORK.
3.COORDINATE WITH ARCHITECTURE/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIAR WITH GRADING, SURFACE AND UNDERGROUND
CONDITIONS AND UTILITIES.
4.ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON-SITE BEFORE CONSTRUCTION BEGINS.
BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK.
5.ENSURE THAT THE LANDSCAPING WORK DOES NOT INTERRUPT ESTABLISHED OR PROPOSED DRAINAGE PATTERNS. OBTAIN APPROVAL ON THE
FINAL GRADE BY THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING PLANTING OPERATIONS. FINISH GRADE BEFORE MULCHING SHALL BE
+/- 3" BELOW FINISH SURFACE OF ADJACENT PAVING.
6.FINE GRADE AND SLOPE ALL LANDSCAPED AREAS TO A MINIMUM OF 2.0% TO DRAIN. POSITIVELY NO SETTLEMENT, EROSION, SEDIMENTATION OR
OFF-PROPERTYDRAINAGE NUISANCE SHALL BE ACCEPTED.
7.ALL FILL MATERIAL FOR BACKFILLING TRENCHES OR EXCAVATIONS SHALL BE FREE-DRAINING, GRANULAR MATERIAL APPROVED BY THE
OWNER'S REPRESENTATIVE. THE GRANULAR MATERIAL SHALL BE LEFT A MINIMUM OF 12" BELOW FINISH GRADE.
8.PROVIDE TOPSOIL THAT IS LOOSE, FRIABLE AND SHALL CONTAIN AN ORDINARY AMOUNT OF ORGANIC MATTER. IT SHALL CONTAIN NO LUMPS OF
SOIL OR ROCKS LARGER THAN 1". IT SHALL BE SUFFICIENTLY FERTILE TO SUSTAIN NORMAL, HEALTHY PLAN GROWTH. PROVIDE A MINIMUM OF 4"
OF TOPSOIL IN ALL LAWN AREAS.
9.TEST THE TOPSOIL AFTER ROUGH GRADING IS COMPLETE TO DETERMINE THE SOIL AMENDMENTS REQUIRED IN ORDER TO PROVIDE A GROWING
MEDIUM AS DESCRIBED. SUBMIT A COPY OF ANALYSIS AND RECOMMENDATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL.
10.UTILIZE A PLANTING MIX OF TWO (2) PARTS TOPSOIL, ONE (1) PART AGED COMPOST, AND ONE (1) PART SAND IN ALL PLANTING BEDS FROM 12"
BELOW FINISHED GRADE TO FINISHED GRADE.
11.COORDINATE WITH OTHER CONTRACTORS, AS NECESSARY, REGARDING LOCATION AND TIMING OF INSTALLATION OF PLANT MATERIALS.
12.PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED. IN CASE OF DISCREPANCIES BETWEEN THE
PLAN AND THE PLANT SCHEDULE, THE PLAN SHALL DICTATE.
13.PLANT MATERIALS ARE DRAWN AT OR NEAR THEIR MATURE SIZE. UTILIZE THE CENTER POINT OF THE SYMBOL TO DETERMINE PROPER PLANT
LAYOUT AND PLACEMENT.
14.LAYOUT PLANT LOCATIONS AND PLANTING BED EDGES AND OBTAIN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
15.ALL PLANTS ARE TO MEET OR EXCEED 'AMERICAN STANDARDS FOR NURSERY STOCK,' CURRENT EDITION, BY THE AMERICAN NURSERY &
LANDSCAPE ASSOCIATION. ALL PLANTS SHALL BE NURSERY-GROWN UNLESS OTHERWISE NOTED.
16.PLACE ALUMINUM EDGING (3
16" x 5-1/2", MILLED ALUMINUM, BLACK COLOR), TO BE PLACED BETWEEN LANDSCAPE BEDS AND LAWNS AS INDICATED
ON THE DRAWINGS.
17.PLACE TYPAR 3301 WEED FABRIC IN ALL PLANTING BEDS.
18.PLANT FERTILIZER SHALL BE AGRIFORM (21 GRAM), 20-10-5 BY WEIGHT, APPLIED AT THE RATE RECOMMENDED BY SOIL TESTING AND SUITED TO
THE SPECIFIED PLANTS.
19.PROVIDE 1-1/2" MINUS ROCK MULCH, 3" MINIMUM DEPTH FOR PLANTING BEDS. PROVIDE SOURCE AND SAMPLE FOR APPROVAL BY THE OWNER'S
REPRESENTATIVE.
20.TREES LOCATED IN GRASS AREAS TO HAVE BARK MULCH RINGS AS PER DETAILS.
21.STAKE AND GUY ALL TREES IMMEDIATELY AFTER PLANTING. THE STABILITY AND PLUMB CONDITIONS OF ALL PLANT STOCK IS THE
RESPONSIBILITY OF THE CONTRACTOR THROUGH THE WARRANTY PERIOD AND THE CONTRACTOR IS LIABLE FOR ANY DAMAGE CAUSED BY
INSTABILITY OF ANY PLANT MATERIALS.
22.COORDINATE THE PLANTING WITH IRRIGATION SYSTEM LAYOUT. THE OWNER IS NOT RESPONSIBLE FOR DAMAGE CAUSED BY OTHER TRADES
WHILE COMPLETING THIS WORK.
23.ALL SUBSTITUTIONS AND PLAN CHANGES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT
WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE.
24.ANY WORK OR MATERIAL WHICH IN THE OPINION OF THE OWNER'S REPRESENTATIVE DOES NOT MEET THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS WILL BE CAUSE FOR REJECTION. ALL REJECTED WORK AND MATERIALS SHALL BE IMMEDIATELY REMOVED, DISPOSED AND
REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
25.BEGIN MAINTENANCE AFTER EACH PLANT HAS BEEN INSTALLED AND CONTINUE UNTIL FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE.
MAINTENANCE INCLUDES WATERING, PRUNING, WEEDING, MULCHING, REPLACEMENT OF SICK OR DEAD PLANTS AND ANY OTHER CARE
NECESSARY FOR THE PROPER GROWTH OF PLANT STOCK.
26.DURING THE COURSE OF THIS WORK, REMOVE EXCESS WASTE MATERIAL DAILY FROM THE SITE AND UPON COMPLETION OF ALL WORK.
27.UPON COMPLETION OF ALL LANDSCAPING, A SUBSTANTIAL COMPLETION WALK-THROUGH OF THE WORK WILL BE HELD. THE CONTRACTOR SHALL
NOTIFY THE OWNER'S REPRESENTATIVE FOR SCHEDULING THE WALK-THROUGH AT LEAST SEVEN (7) DAYS PRIOR O THE ANTICIPATED DATE.
28.WARRANTY ALL PLANT STOCK AND WORKMANSHIP FOR 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE. REPLACEMENT PLANTS SHALL BE
WARRANTED FOR AN ADDITIONAL 90 DAYS.
29.THE CONTRACTOR SHALL NOT BE RESPONSIBLE AT ANY TIME TO REPLACE OR HONOR ANY WARRANTY FOR THE LOSS OF ANY TREES, PLANTS,
GROUND COVERS OR SOD CAUSED BY FIRE, FLOODS, LIGHTNING, WINDS ABOVE 70 MILES PER HOUR OR ANY OTHER NATURAL DISASTER, NOR
SHALL THE CONTRACTOR BE HELD RESPONSIBLE FOR ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER.
30.PROVIDE TO THE OWNER'S REPRESENTATIVE A WRITTEN ANNUAL MAINTENANCE PROGRAM TO PROPERLY CARE FOR AND MAINTAIN THE
LANDSCAPING. INCLUDE CONTACT INFORMATION REGARDING THE INSTALLERS AND SUPPLIERS OF THE MATERIALS ALONG WITH A WARRANTY
CERTIFICATE.
31.SAFELY PRUNE AND PROTECT ALL LIMBS AND ROOT MASS OF EXISTING TREES TAGGED 'TO REMAIN'.
32.IRRIGATION SYSTEM: ALL PLANTING AREAS SHALL RECEIVE 100% DRIP IRRIGATION COVERAGE. ALL TURF AREAS TO RECEIVE 100% SPRAY HEAD
COVERAGE. WATER SUPPLY, IRRIGATION CONTROLLER AND BACKFLOW PREVENTER SHALL BE LOCATED IN AND APPROVED LOCATION. IT IS THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO DESIGN, LAYOUT, COORDINATE, CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL
PROVIDE TO THE OWNER ALL NECESSARY TRAINING, SHOP DRAWINGS, FIRST SEASON SET-UP AND WINTERIZATION TO THE IRRIGATION SYSTEM.
50'
PETROLEUM
EASEMENT
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohoh
oh
oh
oh
oh XXX X X
X X X X X X X X X X X X X X X
MB
>>>>>>S
S
S
>>>>>>>>>>>>>>>>D
D
D ||||||||||||||||||||
|
|
|
|||||||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27N00°47'50"W 1054.11S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.0060
TRUNK H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
p e t r o
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
EX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 N
EX. STMH
RIM: 903.34
INV: 900.44 W
PIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP
15" RCP
STORM
15" RCP
STORM36"
RCP
COUNTY
R
O
A
D
D
E
A
S
T
8" VCP15" RCPSTORM||STORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohoh
oh
oh
oh
oh XXX X X
X X X X X X X X X X X X X X X
MB
>>>>>>S
S
S
>>>>>>>>>>>>>>>>D
D
D ||||||||||||||||||||
|
|
|
|||||||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27N00°47'50"W 1054.11S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.0060
TRUNK H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o p e t r o p e t r o p e t r o
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
PIPELINE (FIELD LOCATED)
PIPELINE (PLAN)
PIPELINE
(
P
L
A
N
)
PIPELINE (PLAN)
FIBER OPTIC
SIGN
p e t r o
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
EX. CB
RIM: 907.28
INV: 894.98 N
INV: 894.98 E
INV: 902.88 S
EX. CB
RIM: 906.42
INV: 903.42 N
EX. STMH
RIM: 903.34
INV: 900.44 W
PIPELINE
EASEMENT PER
DOC. NO. 426628
6" DIP (PLAN)16" DIP (PLAN)8" DIP
15" RCP
STORM
15" RCP
STORM36"
RCP
COUNTY
R
O
A
D
D
E
A
S
T
8" VCP15" RCPSTORM||VANDERBIE STREETSTREET 2 STREET 2
STREET 1 STREET 1
STORMWATER
POND
NWL=900.0
HWL=903.9
MATCH LINE L103
MATCH LINE L104
PHASE 1 LIMITS
3
AR
3
CAV
1
AW
5
RSD
3
AJ 3
AH
SHRUB, SEE DETAIL
DECIDUOUS TREE,
SEE DETAIL
METAL EDGING AND MULCH,
SEE DETAIL
3
LS-109
2
LS-109
5
LS-109
ONLY PLANTINGS INSIDE
OF PHASE 1 LINE ARE TO
BE PLANTED IN PHASE 1
BENCH, SEE SITE PLAN TYP.
8
HLL
5
HLL
3
AR
2
SR
2
AG
2
AG 1
AG
2
ARS
3
QSW
2
GI
2
GI
6
SR
2
SR
6
AR
9
HLL
7
HLL
3
AR
12
HLL
HLL
3
HLL
3
AR
7
AR
1
AG
12
HLL
6
AR
1
AG
1
CO
2
ARS
1
CO
2
SR
2
AG
2
ARS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-LNSCP-PH 1-PLAN.dwg 9/23/2022 10:59:51 AMLS-102
AS SHOWN AM
AMKT
N
SCALE IN FEET
0
H:
40 80
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709ENLARGED
LANDSCAPE
PLAN-NORTH
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
XXXX>>>>>>>>>>>>>>>>D
D
|||||||||||||N00°56'17"W 1100.00S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 S00°49'52"E 800.0033
33
33
17
CCCCCCCCEX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
8" DIP
36" STORMSTORMohohohohohohohohoh ohohoh XXX>>S
N89°57'56"W 269.39
60
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
RIM: 907.55
INV: 893.55 S
EX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")||||ohoh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
XXXX>>>>>>>>>>>>>>>>D
D
|||||||||||||N00°56'17"W 1100.00S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 S00°49'52"E 800.0033
33
33
17
CCCCCCCCEX. CB
RIM: 901.60
INV: 896.50 E (30")
INV: 896.50 W (30")
EX. CB
RIM: 897.78
INV: 893.38 E (30")
INV: 893.38 W (30")
INV: 894.58 N (12")
INV: 893.38 S (12")
8" DIP
36" STORMSTORMohohohohohohohohoh ohohoh XXX>>S
N89°57'56"W 269.39
60
EX. STMH
RIM: 904.91
INV: 899.41 E (30")
INV: 899.41 W (30")
INV: 899.51 N (18")
RIM: 907.55
INV: 893.55 S
EX. CB
RIM: 897.81
INV: 897.41 N (12")
INV: 894.41 S (12")||||ohVANDERBIE STREETSTREET HSTREET HSTREET GSTREET 2 STREET 2
STREET 4
MATCH LINE L103
MATCH LINE L104
PHASE 1 LIMITS
DECIDUOUS TREE, SEE DETAIL
SHRUB, SEE DETAIL
METAL EDGING AND MULCH,
SEE DETAIL
2
LS-109
3
LS-109
5
LS-109
ONLY PLANTINGS INSIDE
OF PHASE 1 LINE ARE TO
BE PLANTED IN PHASE 1
BENCH, SEE SITE PLAN TYP.
EVERGREEN TREE,
SEE DETAIL6
LS-109
2
AG 1
AG
5
PT
3
GI
2
CO
2
ARS
3
PT
4
QSW
2
ARS
3
ARS
3
GI
2
ARS
2
ARS
3
QSW
2
GI
3
ARS
2
QSW
2
QSW
5
CO
2
AB
2
GI
3
CO
4
AR
3
TR
6
TR
4
AR
5
HLL
6
HLL
5
TR
6
AR
3
HLL
6
TR
4
AR
6
HLL
5
TR
3
AR
3
TR
6
HLL
6
TR
4
AR
6
HLL
5
TR
3
HLL
3
AR
9
AR 3
HLL
3
HLL
3
AR
3
AR
9
HLL
6
TR
7
2
QSW
1
GI
1
CO
1
QSW
2
PBH
3
AB
2
SR
2
AG
2
ARS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-LNSCP-PH 1-PLAN.dwg 9/23/2022 11:00:00 AMLS-103
AS SHOWN AM
AMKT
N
SCALE IN FEET
0
H:
40 80
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709ENLARGED
LANDSCAPE
PLAN-SOUTH
STREET TREES IDENTIFIED
ON SHEET L104
4
LS-109
3
LS-109
2
AR
6
GMC
4
BLC
6
GMC
2
AR
2
NFS
2
NFS
2
AR
5
TAY
4
BLC
5
TAY
2
AR
2
NFS
2
NFS
PERENNIAL, SEE DETAIL
SHRUB, SEE DETAIL
12
PVG
2
TEA
2
TEA
3
TEA
3
TEA
2
TEA 2
TEASTREET HSTREET TREES IDENTIFIED
ON SHEET L104
2
AR
6
GMC
4
BLC
6
GMC
2
AR
2
NFS
2
NFS
2
NFS
2
TEA
2
NFS
14
PVG
2
NFS
2
TEA
2
NFS
2
NFS
2
TEA
2
NFS
2
AR
5
TAY
4
BLC
5
TAY
2
AR
10
PVG
10
PVG
2
TEA 2
TEA
3
TEA
2
TEA
2
TEA
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-LNSCP-PH 1-PLAN.dwg 9/23/2022 11:00:14 AMLS-104
AS SHOWN AM
AMKT
N
SCALE IN FEET
0
H:
10 20
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709COLONIAL
MANOR
LANDSCAPE
PLAN
8 UNIT COLONIAL MANOR LANDSCAPE PLAN TYP.1
LS-104
6 UNIT COLONIAL MANOR LANDSCAPE PLAN TYP.2
LS-104
STREET HSTREET TREES AND
SHRUBS IDENTIFIED
ON SHEET L104
4
LS-109
6
CAV
3
AH
3
AJ
1
AW
5
RSD
7
HWF
4
AW
7
SD
7
HWF
4
AW
7
SD
1
AW
5
RSD
3
AJ 3
AH
PERENNIAL, SEE DETAIL S00°47'50"E 1193.27S00°47'50"E 1193.27STREET TREES AND
SHRUBS IDENTIFIED
ON SHEET L104
3
LS-109
3
AH
3
AJ
1
AW
5
RSD
3
CAV
1
AW
5
RSD
3
AJ 3
AH
SHRUB, SEE DETAIL
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-LNSCP-PH 1-PLAN.dwg 9/23/2022 11:00:29 AMLS-105
AS SHOWN AM
AMKT
N
SCALE IN FEET
0
H:
10 20
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709TOWNHOME
LANDSCAPE
PLAN
6 UNIT TOWNHOME LANDSCAPE PLAN TYP.1
LS-105
2 UNIT TOWNHOME LANDSCAPE PLAN TYP.2
LS-105
VANDERBIE STREETVANDERBIE STREET50'
PETROLEUM
EASEMENT
DESOTO STREEToh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh ohohohohoh
oh
oh
XXXXXXXXXXX
MB
>>>>>>>>>>>>>>>>S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>D D
D
D
D
D
D
D
||||||||||||||||||||||||
|
|
|
||||||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.00ALLEN AVENUE
60
33TRUNK
H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
33
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
C
C
C
C
C
C
F
F
F
F
F
F
CCCC6" DIP (PLAN)16" DIP (PLAN)8" DIP (P
L
A
N
)
8" DIP
8" DIP
8" DIP
COUNTY
R
O
A
D
D
E
A
S
T
12" RCP12" RCP12" RCP
8" VCP
12" RCP
8" VCP
ohohohohohX>>>>S
S
D
N89°57'56"W 269.39
60
3333C F
6" WM
6" WM
12" RCP
ALLEN AVENUE
RIM: 905.14 ohohSTORMWATER
POND
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohoh
oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh
oh oh oh oh ohohohohoh
oh
oh
XXXXXXXXXXX
MB
>>>>>>>>>>>>>>>>S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>D D
D
D
D
D
D
D
||||||||||||||||||||||||
|
|
|
||||||||||||||||||||||N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49 N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E 151.02
S00°49'52"E 800.00ALLEN AVENUE
60
33TRUNK
H
I
G
H
W
A
Y
3
5
E
-
6
9
4
33
33
33
17
3317
p e t r o
p e t r o
p e t r o
p e t r o
p e t r o p e t r o
C
C
C
C
C
C
F
F
F
F
F
F
CCCC6" DIP (PLAN)16" DIP (PLAN)8" DIP (P
L
A
N
)
8" DIP
8" DIP
8" DIP
COUNTY
R
O
A
D
D
E
A
S
T
12" RCP12" RCP12" RCP
8" VCP
12" RCP
8" VCP
ohohohohohX>>>>S
S
D
N89°57'56"W 269.39
60
3333C F
6" WM
6" WM
12" RCP
ALLEN AVENUE
RIM: 905.14 ohohSTREET HSTREET HSTREET GSTREET 2 STREET 2
STREET 4
STREET 1 STREET 1
STORMWATER
POND
NWL=900.0
HWL=903.9
TYPE 1 SEED MIX
SEE SPEC
PHASE 1 LIMITS
TYPE 2 SEED MIX
SEE SPEC
PHASE 1 LIMITS
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AS SHOWN AM
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SCALE IN FEET
0
H:
80 160
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709OVERALL
SEEDING PLAN
SEED MIX SPECIFICATIONS
·TYPE I SEED MIX- SOD
·TYPE II SEED MIX - MNDOT COVER CROP AND RAPID STABILIZATION PER DURATION REQUIRED,
REFERENCE MNDOT SEEDING MANUAL 2014 EDITION.
LEGEND
TYPE II SEED MIX
TYPE I SEED MIX
PROPOSED CONTOUR96
5
EXISTING CONTOUR
EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
CONSTRUCTION LIMITS
ROCK MULCH TYP.
SEE DETAIL5
LS-109STREET HROCK MULCH TYP.
SEE DETAIL5
LS-109
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0
H:
80 160
SCALE:
PLAN BY:
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WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709COLONIAL
MANOR
MATERIALS
PLAN
8 UNIT COLONIAL MANOR LANDSCAPE PLAN TYP.1
LS-107
6 UNIT COLONIAL MANOR LANDSCAPE PLAN TYP.2
LS-107
LEGEND
ROCK MULCH
TYPE I SEED MIX
PROPOSED CONTOUR96
5
EXISTING CONTOUR
EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
CONSTRUCTION LIMITS
ROCK MULCH TYP.
SEE DETAIL5
LS-109
ROCK MULCH TYP.
SEE DETAIL5
LS-109
S00°47'50"E 1193.27S00°47'50"E 1193.27ROCK MULCH TYP.
SEE DETAIL5
LS-109
ROCK MULCH TYP.
SEE DETAIL5
LS-109
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H:
10 20
SCALE:
PLAN BY:
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WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709TOWNHOME
MATERIALS
PLAN
6 UNIT TOWNHOME LANDSCAPE PLAN TYP.1
LS-108
2 UNIT TOWNHOME LANDSCAPE PLAN TYP.2
LS-108
LEGEND
ROCK MULCH
TYPE I SEED MIX
PROPOSED CONTOUR96
5
EXISTING CONTOUR
EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
CONSTRUCTION LIMITS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-LNSCP-PH 1-PLAN.dwg 9/23/2022 11:01:24 AMLS-109
AS SHOWN AM
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PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709LANDSCAPE
DETAILS
1/2"NOTES:
1.ROOTS OF ALL BALLED AND BURLAPPED STOCK SHALL FILL THE SOIL BALL, BE FREE OF KINKS, CIRCLING AND GIRDLING, AND THE
UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW THE TOP OF THE SOIL BALL. TRANSPORT ROOTS SHALL BE
SYMMETRICAL AROUND THE TRUNK / STEM OF THE PLANTS. SOIL BALLS MUST BE CENTERED OR NO MORE THAN 10% OFF CENTER.
2.WHEN MOVING PLANTS, LIFT FROM BENEATH THE ROOT BALL, DO NOT LIFT BY THE TRUNK AND DO NOT BREAK OR LOOSEN THE
ROOTBALL.
3.BACKFILL PLANTING PIT WITH ORIGINAL SOIL HALFWAY TO THE TOP OF THE ROOTBALL. BREAK UP CLODS OF SOIL. IF SOILS ARE
POOR (I.E. HEAVY CLAYS, SAND, OR COMPACTED), BACKFILL CAN BE A MIXTURE OF 1/3 SOIL AMENDMENT MIXED WITH 2/3 ORIGINAL
SOIL. DO NO USE PEAT AS PART OF BACKFILL IN CLAY SOILS. REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL AND THEN WATER
PLANT AND BACKFILLED AREA TO SETTLE PLANTS AND FILL VOIDS.
4.REMOVE ALL WIRE BASKETS FROM THE TOP 1/2 OF THE ROOTBALL AND CONTINUE BACKFILLING REMAINING PLANTING PIT WITH
ORIGINAL SOIL.
5.WATER THOROUGHLY A SECOND TIME TO SETTLE PLANTS AND FILL VOIDS WITHIN TWO HOURS OF PLANTING. PLACE SPECIFIED
MULCH WITHIN 48 HOURS OF THE SECOND WATERING. PROVIDE SUPPORT IF NECESSARY.
6.STAKING OF TREES SHALL BE THE CONTRACTORS OPTION. THE CONTRACT IS RESPONSIBLE FOR INSURING THAT ALL PLANTINGS
ARE INSTALLED PLUMB AND REMAIN PLUMB THROUGHOUT THE WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION,
WHICHEVER IS GREATER.
7.IF STAKING IS INSTALLED ALL COMPONENTS SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD.
REMOVE EXCESS SOIL / ROOTS FROM
THE TOP OF SOILBALL TO EXPOSE THE
FIRST MAIN LATERAL ROOT. PRUNE ALL
ENCIRCLING ROOTS.
EACH TREE MUST BE PLANTED WITH THE FIRST
MAIN LATERAL ROOT AT FINISH GRADE. TREES
WITH THE FIRST MAIN LATERAL ROOT NOT
VISIBLE WILL BE REJECTED.
REMOVE ALL TWINE AROUND THE STEM.VERTICAL SLITS SHOULD BE CUT IN
REMAINING NON-SYNTHETIC
BURLAP 16" O.C.
ALL SYNTHETIC BURLAP MUST BE
REMOVED. TOP 13 OF NON-SYNTHETIC
BURLAP MUST BE CUT OFF AND
REMOVED COMPLETELY, NOT FOLDED
DOWN.
TOP 13 OF WIRE BASKET MUST BE
CUTOFF AND REMOVED COMPLETELY -
DO NOT BEND IT BACK.
TREE PLANTING - BALLED & BURLAPPED STOCK1
LS-109
NOTES:
1.SEE BALLED AND BURLAPPED PLANTING STOCK DETAIL FOR FURTHER NOTES.
TREE MUST MEET OR EXCEED ANSI
Z60.1 (AMERICAN STANDARD FOR
NURSERY STOCK.) ONE DOMINANT
LEADER MUST BE MAINTAINED
THROUGH THE WARRANTY PERIOD.
4" HIGH EARTH SAUCER BEYOND
EDGE OF ROOTBALL, FOR 360°.
SET ROOTBALL ON 4"-6" MOUND OF
UNDISTURBED / NATIVE SOIL TO
PREVENT SETTLING.
MULCH RING SHOULD BE MIN. 3"
DEEP. KEEP MULCH 4" AWAY FROM
TRUNK BASE.
EACH TREE MUST BE PLANTED SUCH
THAT THE ROOT FLARE IS VISIBLE AT
THE TOP OF THE ROOTBALL AND
LEVEL WITH FINISH GRADE.
DIAMETER OF HOLE SHALL BE TRIPLE THE
DIAMETER OF THE ROOTBALL. THE SIDES
SHOULD SLOPE GRADUALLY.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOTBALL IN 6"
LIFTS. DO NOT OVER COMPACT. AFTER
BACKFILLING, POUR WATER AROUND
ROOTBALL TO SETTLE THE SOIL.
RUBBER / NYLON STRAPPING TIGHTENED
ONLY ENOUGH TO PREVENT SLIPPAGE.
FLAG FOR VISIBILITY.
FABRIC GUYING STRAP
WITH HOSE CHAFING
GUARD
AMENDED PLANTING SOIL. SEE
SPECIFICATIONS FOR DETAILS
METAL STAKES, 2"x24" LONG
DRIVEN BELOW FINISH GRADE.
DECIDUOUS TREE PLANTING2
LS-109
SET ROOTBALL ON 4"-6"
MOUND OF UNDISTURBED /
NATIVE SOIL TO PREVENT
SETTLING.
METAL STAKES, 2"x24"
LONG DRIVEN BELOW
FINISH GRADE.
DIAMETER OF HOLE SHALL BE TRIPLE THE
DIAMETER OF THE ROOTBALL. THE SIDES
SHOULD SLOPE GRADUALLY.
PRIOR TO MULCHING, LIGHTLY TAMP SOIL
AROUND THE ROOTBALL IN 6" LIFTS. DO
NOT OVER COMPACT. AFTER
BACKFILLING, POUR WATER AROUND
ROOTBALL TO SETTLE THE SOIL.
RUBBER / NYLON STRAPPING TIGHTENED
ONLY ENOUGH TO PREVENT SLIPPAGE.
FLAG FOR VISIBILITY.
FABRIC GUYING STRAP WITH
HOSE CHAFING GUARD
AMENDED PLANTING SOIL. SEE
SPECIFICATIONS FOR DETAILS
TREE MUST MEET OR EXCEED ANSI
Z60.1 (AMERICAN STANDARD FOR
NURSERY STOCK.) ONE DOMINANT
LEADER MUST BE MAINTAINED
THROUGH THE WARRANTY PERIOD.
MULCH RING SHOULD BE MIN. 3" DEEP.
KEEP MULCH 4" AWAY FROM TRUNK
BASE.
EACH TREE MUST BE PLANTED SUCH
THAT THE ROOT FLARE IS VISIBLE AT
THE TOP OF THE ROOTBALL AND LEVEL
WITH FINISH GRADE.
4" HIGH EARTH SAUCER BEYOND EDGE
OF ROOTBALL, FOR 360°.
CONIFEROUS TREE PLANTING6
LS-109
THIN BRANCHES AND
FOLIAGE (NOT ALL END TIPS)
BY 1/3 RETAINING NORMAL
PLANT SHAPE, THINNING,
NOT REQUIRED ON
EVERGREENS.
MOUND PLANTING
SOIL 4" TO FORM
SAUCER
REMOVE BURLAP FROM
TOP 1/3 OF BALL REMOVE
CONTAINERIZED PLANTS
FROM THEIR CONTAINERS
MIXTURE
PLANTING SOIL
EXISTING
GRADE
3" MULCH
6"12"12"
NOTES:
1.PLANT SHRUBS IN LOCATIONS PER PLAN AND APPROVED BY LA/E.
SHRUB PLANTING3
LS-109
PLAN
3" DEPTH HARDWOOD
MULCH, SEE
SPECIFICATIONS
PLANTING SOIL MIXTURE
PERENNIAL OR
GROUND COVER
(TYPICAL)4"RECOMMENDED
SPACING
12"NOTES:
1.PLANT PERENNIALS AND GROUNDCOVERS IN LOCATIONS PER PLAN.
SECTION
PERENNIAL & GROUNDCOVER4
LS-109
METAL EDGE AND MULCH5
LS-109
NOTES:
1.SEE BALLED AND BURLAPPED PLANTING STOCK DETAIL FOR FURTHER NOTES.
8" STAPLES TO ANCHOR WEED
BARRIER AT 3' O.C.; 12" O.C. AT SEAMS
AS REQUIRED
MULCH, TYPE AND DEPTH AS
SPECIFIED
WEED BARRIER FABRIC, AS SPECIFIED
METAL EDGING, AS SPECIFIED.
INSTALL ACCORDING TO
MANUFACTURER'S SPECIFICATIONSDEPTHVARIESFINISH GRADE, LAWN
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 11:01:37 AMCS-501
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709CIVIL DETAILS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 11:01:45 AMCS-502
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709CIVIL DETAILS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 11:01:55 AMCS-503
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709CIVIL DETAILS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 11:02:05 AMCS-504
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709CIVIL DETAILS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 11:02:16 AMCS-505
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709CIVIL DETAILS
K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 9/23/2022 11:02:25 AMCS-506
AS SHOWN SJH
KWHSJH
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF09/23/202259709CIVIL DETAILS
SHEET 1 OF 3 SHEETS
PIONEER COMMONS
PIONEER COMMONS
SURVEYOR'S CERTIFICATE
I, Jeffrey J. Rolfson, Professional Land Surveyor, do hereby certify that I have surveyed or directly supervised the survey of the property described on this plat, prepared this plat
or directly supervised the preparation of this plat; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on
this plat; that all monuments on the exterior boundary have been correctly set and that all other monuments indicated on this plat will be correctly set within one year of the
recording of this plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown
and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this ________ day of _______________, 20___.
_____________________________________
Jeffrey J. Rolfson, Professional Surveyor
Minnesota License No. 49003
STATE OF MINNESOTA
COUNTY OF OLMSTED
This instrument was acknowledged before me on ______________________ by Jeffrey J. Rolfson.
_______________________________________ __________________________
Notary Public, ____________ County, Minnesota Notary Printed Name
My commission expires __________________
KNOW ALL PERSONS BY THESE PRESENTS: That U.S. Home, LLC, a Delaware limited liability company, owner of the following described property:
Lot 12, Block 2, GERVAIS HEIGHTS, Ramsey County, Minnesota.
ALSO
Lots 1, 2, 3, 4, 5, 6, 7, 8 and 9, Block 1, and Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 20, 21, 22, 23, 24, 25 and 26, Block 2, GERVAIS HEIGHTS, Ramsey County, Minnesota.
ALSO
Lot 16, Block 2, GERVAIS HEIGHTS, Ramsey County, Minnesota.
ALSO
Lot 17, Block 2, GERVAIS HEIGHTS, Ramsey County, Minnesota.
ALSO
Lot 18, Block 2, GERVAIS HEIGHTS, Ramsey County, Minnesota.
ALSO
Lot 19, Block 2, GERVAIS HEIGHTS, Ramsey County, Minnesota.
ALSO
All that part of the W. 179 feet of the E. 730 feet of the N. 254.10 feet of the E 1/2 of W 1/2 of Sec. 5, T. 29, R. 22, which lies between the E. line of Vanderbie Street
produced N. to N. line of said Sec. 5, and the W. line of said Lot 1, Block 1, GERVAIS HEIGHTS, Ramsey County, Minnesota, produced N. to N. line of said Sec. 5.
Has caused the same to be surveyed and platted as PIONEER COMMONS and does hereby dedicate to the public for public use forever the public ways and easements for
drainage and utility purposes as shown on this plat.
In witness whereof, said U.S. Home, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this _______day of ______________,
20___.
SIGNED: U.S. Homes, LLC
____________________________________________
XXXXXXXX, XXXXXXXXXXXXXX
STATE OF ____________
COUNTY OF ____________
This instrument was acknowledged before me on ____________________ by XXXXXXXXXXX, XXXXXXXXXXXXXX of U.S. Home, LLC, a Delaware limited liability company.
___________________________________ __________________________
Notary Public, ____________ County, Minnesota Notary Printed Name
My commission expires __________________
3701 40th Avenue NW
Rochester, MN 55901
507-218-3745
www.wsbeng.com
CITY OF LITTLE CANADA
We do hereby certify that on the ______day of ___________________, 20___, the City Council of the City of Little Canada,
Minnesota, approved this plat. Also the conditions of Minnesota Statutes, Section 505.03, Subd. 2, have been fulfilled.
___________________________________ ___________________________________
Mayor Manager
RAMSEY COUNTY SURVEYOR
Pursuant to Minnesota Statutes, Section 383A.42, this plat is approved this _______ day of _______________, 20___.
________________________________________________
Daniel D. Baar, L.S.
Ramsey County Surveyor
PROPERTY TAX, RECORDS AND ELECTION SERVICES DEPARTMENT
Pursuant to Minnesota Statues, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described
have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this
________ day of ___________________, 20___.
Heather L. Bestler, Ramsey County Auditor/Treasurer
By ___________________________________, Deputy
COUNTY RECORDER
COUNTY OF RAMSEY, STATE OF MINNESOTA
I hereby certify that this plat of PIONEER COMMONS was filed in the office of the County Recorder for public record on this
________ day of ____________________, 20___, at _______ o'clock ___M., and was duly filed in Book ____________ of Plats,
Pages _______, _______ and _______, and as
DOCUMENT NUMBER _______________________.
__________________________________
Deputy County Recorder
REGISTRAR OF TITLES
COUNTY OF RAMSEY, STATE OF MINNESOTA
I hereby certify that this plat of PIONEER COMMONS was filed in the office of the Registrar of Titles for public record on this
________ day of ____________________, 20___, at _______ o'clock ___M., and was duly filed in Book ____________ of Plats,
Pages _______, _______ and _______, and as
DOCUMENT NUMBER _______________________.
__________________________________
Deputy Registrar of Titles
ELECTRIC
TRANSMISSION
EASEMENT PER
DOC. NO. 639490
N00°56'17"W 1100.00S89°58'02"E 552.22
S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W95.56N89°57'54"W 279.49 N00°47'50"W 1054.11S89°58'02"E 117.75
S00°49'52"E 254.13S89°58'02"E
151.02
S00°49'52"E 800.00N89°57'56"W 269.39
S89°58'35"W
74.19N00°47'50"W28.00N89°58'35"E
37.38 N00°47'50"W 461.73S89°58'35"W
47.05N00°47'50"W28.00N00°47'50"W 188.45N89°58'35"E 551.53
OUTLOT A
OUTLOT C
OUTLOT D
OUTLOT B
OUTLOT EOUTLOT E(SEE SHEET 3 FOR DETAILS)49.80610.73211.60245.2032.47145.57 406.65
211.59277.11150.50903.61123.17130.96N77°24'51
"
E
1
4
8
.
6
1
L =11 9 .1 8
R =1 8 5 5 .7 2
Δ =3 °4 0 '4 7 "
Chd=N80°35
'
3
5
"
E
Chd L=119.1
6
(ALL OF OUTLOT C
IS A DRAINAGE AND
UTILITY EASEMENT)254.10NE COR. NW 14
SEC. 5, T.29N, R.22W
CAST IRON MONUMENT
N. LINE NW 14
SEC. 5, T.29N, R.22W
E. LINE VANDERBIE ROAD(F.K.A. VANDERBIE STREET)179W. LINE E. 730 FEET
E 12 W 12
SEC. 5, T.29N, R.22W
50 FOOT UTILITY EASEMENTPER DOC. NO. A04957310W. LINELOT 1N89°58'35"E 255.85 N00°01'25"W25.00N89°58'35"E
60.00 S00°01'25"E25.00N89°58'35"E 149.46N00°01'25"W25.00N89°58'35"E60.00S00°01'25"E25.00N89°58'35"E 25.708.92246.93
TRUNK HIGHWAY
35E-694
TRUNK H
I
G
H
W
A
Y
3
5
E
-
6
9
4
S. LINE
N. 254.10 FEET
R/W LINE
R/W LINE
NW COR. NE 14 NW 14
SEC. 5, T.29N, R.22W
S89°58'02"E 1314.66S89°58'02"E 1314.66
NW COR. NW 14
SEC. 5, T.29N, R.22W
CAST IRON MONUMENT
SHEET 2 OF 3 SHEETS
PIONEER COMMONS
PIONEER COMMONS
NOTE:
ALL MONUMENTS SHOWN THUS:
ARE SET 5/8" I.D. CAPPED PIPES WITH LICENSE NO. 49003 WHICH
WILL BE SET WITHIN 1 YEAR AFTER RECORDING OF THIS PLAT.
ALL MONUMENTS SHOWN THUS:
ARE FOUND 5/8" PIPES UNLESS OTHERWISE NOTED.
N
SCALE IN FEET
0 80 160
3701 40th Avenue NW
Rochester, MN 55901
507-218-3745
www.wsbeng.com
BASIS OF BEARING SYSTEM :
ALL BEARINGS ARE IN RELATIONSHIP WITH THE NORTH LINE
OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP
29, RANGE 22, WHICH IS ASSUMED TO BE S89°58'02"E.
PROPERTY LOCATION MAP
SECTION 5, TOWNSHIP 29N, RANGE 22W
56
7 8
5
45
98
3231 3332
56 45
NOT TO SCALE
SITE
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
1
2
1
2
3
4
5
6
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6 S00°47'50"E 1193.27S89°33'17"W 270.00N00°47'47"W 95.56N89°57'54"W 279.49
N89°57'56"W 269.39
74.19N00°47'50"W28.00N89°58'35"E
37.38 N00°47'50"W 461.73S89°58'35"W
47.05N00°47'50"W28.00N00°47'50"W 461.73N00°47'50"W 461.73N00°47'50"W 461.73N89°58'35"E 109.01 N89°58'35"E 92.01
N89°58'35"E 92.01
N00°47'50"W 187.42S00°47'50"E 187.79S89°58'35"W 174.39
100.20
N00°47'50"W 162.00N89°12'10"E 72.00
S00°47'50"E 162.00S89°12'10"W 72.00N00°47'50"W 162.00N89°12'10"E 72.00
S00°47'50"E 162.00S89°12'10"W 72.00S89°12'10"W 90.00
N89°12'10"E 90.00
S89°12'10"W 90.00N00°47'50"W 148.00S00°47'50"E 148.00N89°12'10"E 90.00
S89°12'10"W 90.00N00°47'50"W 148.00S00°47'50"E 148.00N89°12'10"E 90.00 N89°12'10"E 72.00
N00°47'50"W 62.00S00°47'50"E 62.00S89°12'10"W 72.00
N89°12'10"E 72.00
N00°47'50"W 162.00S00°47'50"E 162.00S89°12'10"W 72.00
N00°47'50"W 116.00S00°47'50"E 116.00S89°12'10"W 92.00
S89°12'10"W 92.00
N89°12'10"E 109.00
45.00 45.00
45.00 45.00
45.00 45.00
45.00 45.00
45.0045.00
42.0032.0032.0042.0042.0032.0032.0042.00N89°12'10"E 109.00
45.00 45.00
45.00 45.00
45.00 45.00
45.00 45.00
45.0045.00
42.0032.0032.0042.0042.0032.0032.0042.0042.0032.0032.0042.0042.0032.0032.0042.0042.0032.0042.0045.00 45.00
45.00 45.00
45.00 45.00
45.00 45.00 42.0032.0042.0042.0032.0042.0031.0031.0031.0031.0072.00
31.0025.0025.0025.0025.0031.0031.0025.0025.0025.0025.0031.0072.00
72.00
72.00
72.00
72.00
31.0025.0025.0025.0025.0031.0031.0025.0025.0025.0025.0031.0072.00
72.00
72.00
72.00
72.00
31.0025.0025.0025.0025.0031.0031.0025.0025.0025.0025.0031.0072.00
72.00
72.00
72.00
72.00
2
3
4
5
6N00°47'50"W 162.00N89°12'10"E 72.00
S00°47'50"E 162.00S89°12'10"W 72.00 31.0025.0025.0025.0025.0031.0031.0025.0025.0025.0031.0072.00
72.00
72.00
72.00
72.0025.00N00°47'50"W 188.451
S61°
1
6'
3
0"
W
20.59
N
4
8
°
0
4
'
3
6
"W
2
4
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7
6
S
4
7
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3
8
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2
1
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E
1
3
.
7
1N32°07'04"E18.40S18°09'34"E33.51S16°59'57"E32.26N66°4
6'
3
5
"
E
9.74
S67
°
5
4
'
2
4
"
E
9.7
7
S67
°
5
4
'
2
4
"
E
9.77
N66°4
6'
3
5
"
E
9.74
N66°4
1'
0
5
"
E
9.74
N51°
29'
40"
E
12.64
S
4
8
°
4
8
'
3
6
"
E
1
3
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4
5
N47°11'31"
E
13.46S
4
8
°
4
8
'
3
6
"
E
1
3
.
4
5
N47°10'43"
E
13.4649.80 100.20 28.00 92.00 28.0028.00186.83203.00180.0178.73OUTLOT B
(ALL OF OUTLOT C IS A DRAINAGE
AND UTILITY EASEMENT)
OUTLOT D
OUTLOT E
OUTLOT E(ALL OF OUTLOT E IS A DRAINAGE
AND UTILITY EASEMENT)OUTLOT FOUTLOT GOUTLOT LOUTLOT MOUTLOT JOUTLOT IOUTLOT EOUTLOT EOUTLOT E1
2
3
4 5
6
7
8
N89°58'35"E 255.85 N00°01'25"W25.00N89°58'35"E 60.00
S00°01'25"E25.00N89°58'35"E 149.46 N00°01'25"W25.00S00°01'25"E25.00N89°58'35"E
25.70
8.92246.93
N89°58'35"E 60.00
S89°58'35"W
25.63 N00°01'25"W22.00S89°58'35"W 60.00
N00°01'25"W22.00S89°58'35"W
23.38
S89°58'35"W
36.73
S89°58'35"W
32.00
S00°01'25"E
22.00
S89°58'35"W
23.28(ALL OF OUTLOT E IS A DRAINAGEAND UTILITY EASEMENT)OUTLOT HOUTLOT KOUTLOT C
SHEET 3 OF 3 SHEETS
PIONEER COMMONS
PIONEER COMMONS
N
SCALE IN FEET
0 40 80
3701 40th Avenue NW
Rochester, MN 55901
507-218-3745
www.wsbeng.com
NOTE:
ALL MONUMENTS SHOWN THUS:
ARE SET 5/8" I.D. CAPPED PIPES WITH LICENSE NO. 49003 WHICH
WILL BE SET WITHIN 1 YEAR AFTER RECORDING OF THIS PLAT.
ALL MONUMENTS SHOWN THUS:
ARE FOUND 5/8" PIPES UNLESS OTHERWISE NOTED.
BASIS OF BEARING SYSTEM :
ALL BEARINGS ARE IN RELATIONSHIP WITH THE NORTH LINE
OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP
29, RANGE 22, WHICH IS ASSUMED TO BE S89°58'02"E.