ITEM 4.2 Raspberry Hills0
Otkzo
MINNESOTA V
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT
REQUESTOR: MEETING DATE:
Planning
City Planner Licht 13 November 2017
PRESENTER(s)
REVIEWED BY: ITEM #:
City Planner Licht
City Administrator Flaherty 4.2 — Raspberry Hills
City Engineer Wagner
City Attorney MacArthur
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends approval of Zoning Map amendment, PUD-CUP/preliminary plat, and Final Plat for
Raspbery Hills.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
IS A PUBLIC HEARING REQUIRED?
Yes
Held by Planning Commission 2 October 2017
BACKGROUND/J USTI FICATI ON:
Jeremy and Cherlynn Uzzell have submitted applications for subdivision of their 15.0 acre property located
at the southwest quadrant of Odean Avenue and 85th Street. The subject site is currently developed with a
single family dwelling and detached accessory buildings. The proposed subdivision includes a lot for the
existing single family dwelling and nine additional single family lots. The proposed subdivision requires
consideration of applications for a Zoning Map amendment, PUD-CUP/preliminary plat, and final plat.
The Planning Commission held a public hearing to consider the application on 2 October 2017. Mr. Tony
Bloduc was present as the developer, but has withdrawn from the project. Comments from the public are
summarized in the attached minutes of the Planning Commission meeting. The Planning Commission had
concerns regarding configuration of the lots and directed changes to the plat design that each new lot have
direct access to an internal public street. The public hearing was closed and the Planning Commission
voted to recommend City Council approval of the applications. A revised preliminary and final plat
addressing the Planning Commission's concern has been submitted. Findings of fact and decision regarding
the applications are consistent with the recommendations of the Planning Commission are attached.
SUPPORTING DOCUMENTS ATTACHED:
• Planning Report dated 25 September 2017
• Engineering Review dated September 27, 2017
• Planning Commission meeting minutes of October 2, 2017
• Findings of Fact and Decision (Zoning Map)
• Ordinance 2017-15 amending the Zoning Map
• Findings of Fact and Decision (PUD-CUP/Preliminary Plat/Final Plat)
• Resolution 2017-91 approving a development agreement
• Development Agreement
• Revised preliminary plat/final plat
POSSIRI F MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to adopt Ordinance 2017-15 amending the Zoning Map, approve a PUD-CUP/Preliminary Plat, and
Final Plat for Raspberry Hills subject to the conditions as outlined in the Findings of Fact and Decision as
presented, and adopt Resolution 2017-91 approving a development agreement.
BUDGET INFORMATION
FUNDING: BUDGETED:
NA
TPC
The Planning Company
PLANNING REPORT
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
TO: Otsego Planning Commission
FROM: D. Daniel Licht, AICP
REPORT DATE: 25 September 2017
ACTION DATE: 4 November 2017
RE: Otsego — Raspberry Hills
TPC FILE: 101.01
BACKGROUND
Mr. Tony Bloduc has submitted plans for subdivision of a 15.0 acre property located at the
sounthwest quadrant of Odean Avenue and 85th Street. The subject site is currently developed
with a single family dwelling and detached accessory buildings. The proposed subdivision
includes a lot for the existing single family dwelling and nine additional single family lots. The
proposed subdivision requires consideration of applications for a Zoning Map amendment,
PUD-CUP/preliminary plat, and final plat. A public hearing to consider these applications has
been noticed for the Planning Commission meeting on 2 October 2017.
Exhibits:
■ Site location map
■ Preliminary Plat
■ Site Development Plans dated 09/05/17 (11 sheets)
■ Final Plat
ANALYSIS
Comprehensive Plan. The subject site is located within the Long Range Urban Service Area and
is guided for low density residential uses by the 2012 Otsego Comprehensive Plan. The Long
Range Urban Service Area is designated for that portion of the community where one plus acre
unsewered single family residential development has occurred. Further unsewered
development in the area is not recommended and residential development density is limited to
one dwelling unit per 40 acres unless the Planning Commission and City Council finds that one
or more of the following criteria are met:
1. The development will result in completion of an unfinished street network.
The development will have the result of correcting or improving a demonstrated area
drainage problem.
3. The development provides for dedication of lands to a legitimate public purpose.
The subject site is adjacent to Heritage Hills, which was final platted in 1997. Heritage Hills
included two lots accessed from 851h Street via an outlot deeded to the City and one lot
accessed from Odean Avenue via an outlot deeded to the City. The outlots are intended to be
used as public right-of-way when the subject site is developed and a public street constructed.
The proposed preliminary/final plat includes dedication of right-of-way and construction of
public streets to access the three lots platted with Heritage Hills, as well as the 9 proposed new
lots. The dedication of right-of-way and construction of public streets satisfies the criteria of
the Comprehensive Plan for development within the Long Range Urban Service Area.
Zoning. The subject site is zoned A-1, Agriculture Rural Service District. The subdivision of the
property as shown on the proposed preliminary plat would require that the subject site be
rezoned to R-3, Residential Long Range Urban Service District, which allows single family lots as
a permitted use. Application for a PUD -CUP is also required to address flexibility from
requirement that all lots have direct access to a public street, as Lots 2 and 4 will utilize a
shared private driveway to access an internal street. The Zoning Map amendment and PUD -
CUP applications are be evaluated by the Planning Commission based upon the following
criteria outlined in Section 20-3-2.F and Section 20-4-2.F the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
2. The proposed use's compatibility with present and future land uses of the area.
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
5. The proposed use can be accommodated by existing public services and facilities and will
not overburden the City's service capacity.
2
Surrounding Land Uses. The subject site is surrounded by the following existing and planned
land uses shown in the table below. The proposed preliminary/final plat is similar in character
to existing surrounding development and no compatibility issues would exist.
Direction
Land Use Plan
Zoning Map
Existing Use
North
LD Residential
R-3 District
Single Family
East
LD Residential
R-3 District
Single Family
South
LD Residential
R-3 District
Single Family
West
LD Residential
R-3 District
Single Family
Lot Requirements. The table below outlines the minimum lot requirements that would be
applicable to the subject site under the R-3 District.
Min.
Lot
Min. Lot
Width
Setbacks
85th St.
Front
Side
Rear
Wetland
Area
Odean Ave.
1.0ac.
150ft.
65ft.
35ft
10ft.
50ft.
40ft.
The preliminary plat has been designed based on the requirements for the R-3 District with all
lots at least one acre in area and 150 feet wide. Section 20-17-9.A.2 of the Zoning Ordinance
requires that minimum lot area for lots created after 26 May 2009 be met exclusive of
wetlands, wetland buffers, or storm water basins. The preliminary/final plat must be revised to
establish outlots for stormwater basins, wetlands and the required 20 foot wetland buffer
separate from the individual lots as required by Section 21-7-15.D of the Subdivision Ordinance.
These outlots are to be deeded to the City. The proposed house locations shown within the
lots on the preliminary plat comply with R-3 District setback requirements.
Access. The subject site has frontage to 85th Street and Odean Avenue, with the existing signle
family dwelling having driveways to both streets. The 2012 Comprehensive Plan designates
both 85th Street and Odean Avenue as residential collector streets to which new direct lot
access is to be prohibited. Because of the orientation of the existing house and detached
garage, the preliminary plat proposes to maintain driveway access for Lot 3, Block 1 to Odean
Avenue. The existing driveway to 85th Street will be required to be removed. The preliminary
and final plat must be revised to dedicate right-of-way for 851h Street and Odean Avenue as
determined by the City Engineer.
Access to Lots 1, 2, and 4-10 are to be accessed via internal public streets intersecting 851h
Street and Odean Avenue. The right-of-way for the public streets includse Outlots Band C,
Heritage Hills, which are owned by the City. The proposed internal streets are designed as two
cul-de-sacs streets rather than as a through street intersecting both 85th Street and Odean
Avenue. Section 21-7-6 of the Subdivision Ordinance allows use of cul-de-sac streets only
when physical conditions preclude a through street. The developer states that the proposed
two cul-de-sac streets are due to steep slopes and the location of a possible wetland in the
center of the existing parcel. A wetland delineation report must be submitted to verify the
3
status of the area at the center of the property. It is noted that constructing a through street
would likely result in the loss of one proposed lot and may create opportunity for cut -through
traffic issues in the future.
The proposed cul-de-sac streets are designed within a 60 foot right-of-way and 60 foot radii for
the cul-de-sac turnaround. The depth of both cul-de-sac streets is less than the 500 foot
maximum established by Section 21-7-6.A of the Subdivision Ordinance. Construction of the
street within the right-of-way must comply with City Standard Plates No. 108 and 112 of the
Engineering Manual, which includes concrete curb and gutter on both sides. The developer
will be required at their cost to remove the existing private driveways accessing Lots 2 and 11,
Block 4 Heritage Hills and construct driveways compliant with City Standard Plate No. 109
within the public right-of-way. All street construction plans are subject to review and approval
of the City Engineer.
Street names are shown on the preliminary and final plat consistent with the Wright County
grid pattern. As the preliminary and final plat proposes two cul-de-sac streets, the names of
the two street segments are different. The north street will be designated O'Day Circle given it
is accessing an 85th Street. The south cul-de-sac will be designated as 83rd Circle as it intersects
Odean Avenue at 83rd Street. Designation of the south cul-de-sac as 83rd Circle will require
readdressing Lot 11, Block 4 Heritage Hills, which currently has an O'Day Avenue address.
Lots 2 and 4, Block 1 are to have access to O'Day Court via a shared private driveway, which
also crosses over Lot 1, Block 1. We recommend that the preliminary and final plat be revised
to extend Lot 4, Block 1 to O'Day Court such that Lot 1, Block 1 does not have to be involved in
the private driveway. Lots 2 and 4, Block 1 have the required minimum width to a public
street, but these streets are designated by the 2012 Comprehensive Plan as residential collector
streets and new direct lot access is prohibited. The width of the private driveway is shown as
14 feet wide. A document establishing an ingress/egress easement must be submitted and
recorded with the final plat.
Landscape Plan. Section 20-19-3.13 of the Zoning Ordinance requires provision of a landscape
bufferyard within the lots abutting 85th Street and Odean Avenue. The developer must
prepare a landscape plan that complies with the requirements of Section 20-19-3.B.3.a of the
Zoning Ordinance for review and approval of City staff. A security for the cost of plantings and
installation of the plantings for the required bufferyard will be included with the development
agreement.
Park Dedication. The Future Parks and Trails Plan within the 2012 Comprehensive Plan does
not identify acquisition land within the subject site for park purposes. Park dedication
requirements will be satisfied as a cash fee in lieu of land to be paid based upon nine new lots
being subdivided from the subject site. Payment of the park dedication fee in lieu of land will
be provided for in the development agreement and is due before recording the final plat.
4
Grading Plan. The developer has submitted plans for grading, drainage, and erosion control,
and also calculations for storm water management. All grading, drainage, and erosion control
issues are subject to review and approval of the City Engineer.
Utility Plan. The existing single family dwelling and proposed nine lots would be served by on-
site septic and well systems. A utility plan has been submitted with the preliminary plat
demonstrating that each of the nine lots has suitable area for a primary and secondary septic
drainfield site and well location. An inspection of the septic system for the existing single family
dwelling must also be completed to demonstrate that it is functioning property and the utility
plan should identify additional drainfield sites for that lot as well.
Easements. A minimum 10 foot perimeter drainage and utility easement (overlying side lot
lines) is also provided for each lot in accordance with Section 21-7-15 of the Subdivision
Ordinance. All easements are subject to review and approval of the City Engineer.
Final Plat. The developer has submitted a final plat for the proposed development consistent
with the preliminary plat. The final plat is subject to applicable comments pertaining to the
preliminary plat design and is subject to approval by the City Council.
Development Contract. The developer is required to enter into a development contract with
the City for the public and private improvements, payment of applicable fees and posting of
required securities. The development agreement will be drafted by the City Attorney prior to
City Council approval of the final plat.
RECOMMENDATION
The proposed Raspberry Hills development is consistent with the policies of the 2012
Comprehensive Plan to allow subdivisions within the Long Range Urban Service Area and
complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Our office
recommends approval of the applications subject to the conditions outlined below.
POSSIBLE MOTIONS
Decision 1— Zoning Map Amendment
A. Motion to approve a Zoning Map amendment rezoning the subject site from A-1 District
to R-3 District based on a finding that the request is consistent with the policies of the
Comprehensive Plan.
Motion to deny the request based on a finding that the application is not consistent
with the policies of the Comprehensive Plan.
C. Motion to table.
Decision 2 — Preliminary Plat/PUD-CUP/Final Plat
A. Motion to approve a PUD-CUP/Preliminary Plat and Final Plat a for Raspberry Hills
subject to the following conditions:
The preliminary and final plat shall be revised to establish outlots for stormwater
basins, wetlands and required wetland buffers as required by Section 21-7-15.D
of the Subdivision Ordinance; such outlots shall be deeded to the City.
The existing driveway to 85th Street shall be removed with the curb and
boulevard restored, subject to review and approval of the City Engineer.
3. The preliminary and final plat shall be revised to dedicate right-of-way for 851h
Street and Odean Avenue as residential collector streets, subject to review and
approval of the City Engineer.
4. The developer shall be required at their cost to remove the existing private
driveways and construct driveways compliant with City Standard Plate No. 109
within the public right-of-way accessing Lots 2 and 11, Block 4 Heritage Hills.
5. The preliminary and final plat shall be revised such that Lot 4, Block 1 has direct
access to O'Day Circle; an ingress/egress easement shall be recorded allowing
Lot 2, Block 1 shared access to O'Day Circle over Lot 4, Block 1.
6. All street construction plans shall be subject to review and approval of the City
Engineer.
7. A landscape plan shall be submitted for a residential bufferyard abutting 85th
Street and Odean Avenue that complies with the requirements of Section 20-19-
3.B.3.a of the Zoning Ordinance, subject to review review and approval of City
staff.
8. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of
land in accordance with the City's current fee schedule for nine new lots to be
subdivided with the final plat.
A wetland delineation report shall be prepared and is subject to review and
approval of the City Engineer.
10. All grading, drainage, and erosion control plans are subject to review and
approval of the City Engineer.
11. The utility plan shall be revised to identify a primary and secondary septic
drainfield site for Lot 3, Block 1; the existing septic system serving Lot 3, Block 1
shall be inspected to confirm that it is functioning property; all utility issues are
subject to review and approval of the City Engineer.
12. All drainage and utility easements shall be subject to review and approval of the
City Engineer.
13. The developer shall execute a development agreement as drafted by the City
Attorney and approved by the City Council prior to recording the final plat.
B. Motion to deny the request based on a finding that the application does not comply
with the requirements of the Zoning Ordinance and Subdivision Ordinance.
C. Adam Flaherty, City Administrator/Finance Director
Tami Loff, City Clerk
Ron Wagner, City Engineer
Andy MacArthur, City Attorney
Tony Bloduc, applicant
7
Site Location Map
Overview
Legend
Roads
— CSAHCL
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— PRIVATECL
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Highways
Interstate
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;12
Review No. 2
Hakanson
I JAAAnderson
ENGINEERING REVIEW
Residential Subdivision
for the City of Otsego
by
Hakanson Anderson
Submitted to: Honorable Mayor and City Council
cc: Adam Flaherty, City Administrator
Tami Loff, City Clerk
Dan Licht, City Planner
Andy MacArthur, City Attorney
Jeremy & Cherlynn Uzzell
Jeffery Prasch, The Gregory Group, Inc.
Reviewed by: Ronald J. Wagner,
Brent M. Larson
Date: November 8,2017
Proposed
Development: Raspberry Hills
Street Location A portion of the NE 1/4of the SW 1/4of Section 21, T121, R23.
Of Property: West of Odean Avenue NE and South of 85 th Street NE.
Applicant: Jeremy & Cherlynn Uzzell
8465 O'Dean Avenue NE
Otsego, NIN 55330
Owners of Record: Jeremy & Cherlynn Uzzell
8465 O'Dean Avenue NE
Otsego, NIN 55330
Purpose: Raspberry Hills is a proposed 10 single-family low density
residential lot development on approximately 15 acres in the City
of Otsego, Wright County, Minnesota. The proposed development
is unsewered on lots of one plus acres. The proposed development
will be served with municipal storm sewer and public streets
typical of an urban setting.
Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of
(but not limited to) Health, Minnesota Department of Natural Resources, Minnesota
Pollution Control Agency, Wright Soil and Water Conservation
District.
Permits Required: NPDES, Minnesota Department of Health (water),
(but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright
County
TABLE OF CONTENTS
INFORMATION AVAILABLE
PRELIMINARY PLAT
FINAL PLAT
CONSTRUCTION PLANS
TITLE SHEET
DETAILS & CONSTRUCTION NOTES
DETAIL AND SWPPP NOTES
SWPPP
EXISTING TOPOGRAPHY AND REMOVALS
GRADING PLAN AND LOT TABULATION
TREE PRESERVATION PLAN
UTILITY PLAN
STREET AND STORM SEWER PLAN AND PROFILE
STORM SEWER DESIGN/HYDROLOGY
WETLANDS
OTHER CONSIDERATIONS
SUMMARY AND/OR RECOMMENDATION
PAGE 2
S:\Municipal\Aotsego23xx\2338\ot2338 RVW2.docx
INFORMATION AVAILABLE
Site Development Plans for Raspberry Hills, dated 10/19/17, by The Gregory Group, Inc.
Final Plat for Raspberry Hills, dated 10/19/17, by The Gregory Group, Inc.
Preliminary Plat for Raspberry Hills, dated 10/18/17, by The Gregory Group, Inc.
Storm Water Management for Raspberry Hills, dated 10/ 19/17, by The Gregory Group, Inc.
Soils Logs for Individual Sewage Treatment Systems, dated 8/31/17 by Halling Engineering, Inc.
Wetland Determination Report, dated 9/20/17, by Kjolhaug Environmental Services Company,
Inc.
Additional Information
Minnesota Rules, Chapter 44 10 — EAW Requirement
City of Otsego Engineering Manual
City of Otsego Zoning and Subdivision Ordinances
National Wetland Inventory Map
PAGE 3
S:\Municipa[\Aotsego23xxX2338\ot2338 RVW2.docx
PRELIMINARY PLAT
1. The recommended "W' value and appropriate street section shall be called out on the
typical cross-section.
FINAL PLAT
2. No comments.
CONSTRUCTION PLANS
Title Sheet
3. No comments.
Details and Construction Notes
4. A geotechnical report is required with a recommended "R" value and the appropriate
streets section shall be called out in detail 4/0.
5. A note shall be shown stating "The last 3 pipe joints at all RC flared end sections on
storm sewer pipe and all RC Pipe culvert pipe joints shall be "tied".
Details and SWPPP Notes
6. No comments.
SWPP Plan
7. No comments.
Existing To,pogrgphy d Removals
8. No comments.
Grading Plan and Lot Tabulation
9. No comments.
Tree Preservation Plan
10. No comments.
Utilfty Plan
11. No comments.
PAGE 4
S:\MunicipaMotsego23xx\2338\ot2338 RVW2.docx
Street and Storm Sewer Plan and Profile
12. Storm sewer structure 214 is labeled as CBME in plan view and STMH in profile view.
Please clarify.
13. Provide existing east and west invert elevations at location of STMH 214.
14. Connection to existing storm sewer shall be labeled at STNM 214.
STORM SEWER DESIGN/HYDROLOGY
15. No comments.
WETLANDS
16. The Wetland Determination Report, dated 9/20/17, has been received and under review.
DEVELOPMENT PLAN
17. No comments.
OTHER CONSIDERATIONS
18. A geotechnical report with a recommended "W' value for the street design shall be
submitted.
SUMMARY AND/OR RECOMMENDATION
Contingent upon the above items being addressed we recommend revise and resubmit.
PAGE 5
S:�Municipal\Aotsego23xx\2338\ot2338 RVW2.docx
P,
CITY OF
Ot�ezo
MINNESOTA (—Do
APPLICANT: Jeremy and Cherlynn Uzzell
7 Nov 17
FINDINGS & DECISION
ZONING MAP AMENDMENT
APPLICATION: Request for a Zoning Map amendment rezoning property included within the
Raspberry Hills Final Plat.
CITY COUNCIL MEETING: 13 November 2017
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council
now makes the following findings of fact:
A. The legal description of the property is attached as Exhibit A.
B. The property lies within the Long Range Urban Service District and is guided for low density
residential land uses by the Otsego Comprehensive Plan, as amended.
C. The property is zoned A-1, Agriculture Rural Service District.
D. The applicant is requesting approval of a Zoning Map amendment rezoning the property to
R-3, Residential — Long Range Urban Service District to allow subdivision of the property into
10 single family lots.
E. The Planning Commission and City Council must take into consideration the possible effects
of the request with their judgment based upon (but not limited to) the criteria outlined in
Section 20-3-2.17 of the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the
Otsego Comprehensive Plan.
Finding: The subject site is adjacent to Heritage Hills, which was final platted in 1997.
Heritage Hills included two lots accessed from 85th Street via an outlot deeded to the
City and one lot accessed from Odean Avenue via an outlot deeded to the City. The
outiots are intended to be used as public right-of-way when the subject site is
developed and a public street constructed. The proposed preliminary1final plat
includes dedication of right-of-way and construction of public streets to access the
three lots platted with Heritage Hills, as well as the 9 proposed new lots. The
dedication of right-of-way and construction of public streets satisfies the criteria of the
Comprehensive Plan for development within the Long Range Urban Service Area.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The subject site is surrounded by the following existing and planned land
uses shown in the table below. The proposed preliminary plat is similar in character
to existing surrounding development and no compatibility issues would exist.
Direction
Land Use Plan
Zoning Map
Existing Use
North
LD Residential
R-2 District
Sin /e a ily
East
LD Residential
R-3 District
Single Family
South
LD Residential
R-3 District
Single Family
West
LD Residential
R-3 District
§n--gl—eFarnily
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Finding: The proposed development will comply with all applicable performance
standards unless specifically modified as part of the requested PUD -CUP.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Finding: The proposed development is to be accessed from Odean Avenue and 85th
Street via internal local streets. Odean Avenue and 85th Street are designated as
residential collector streets by the 2012 Transportation Plan and have adequate
capacity to accommodate the traffic that would be generated by the proposed
development.
5. The proposed use can be accommodated by existing public services and facilities
and will not overburden the City's service capacity.
Finding: The proposed development is within the Long Range Urban Service Area
where provision of suburban type municipal infrastructure and services is anticipated
and available without overburdening the City's service capacity.
F. The planning report dated 25 September 2017 prepared by the City Planner, The Planning
Company LLC, is incorporated herein.
G. The engineering review dated September 27, 2017 prepared by the City Engineer, Hakanson
Anderson, Inc., is incorporated herein.
H. The Otsego Planning Commission held a public hearing at their regular meeting on 2
October 2017 to consider the application, preceded by published and mailed notice. Based
upon review of the application and evidence received, the Otsego Planning Commission
closed the public hearing and recommended by a 7-0 vote that the City Council support the
proposed subdivision based on the aforementioned findings.
DECISION: Based on the foregoing information and applicable ordinances, the application is
hereby APPROVED.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
Attest:
ADOPTED by the City Council of the City of Otsego this 13 th day of November, 2017.
Tami Loff, City Clerk
CITY OF OTSEGO
By:
Jessica L. Stockamp, Mayor
ORDINANCE NO.: 2017-15
CITY OF OTSEGO
COUNTY OF WRIGHT, MINNESOTA
AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF
OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND
LOCATED WITHIN THE RASPBERRY HILLS FINAL PLAT.
THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN:
Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby
amended to change the zoning classification of the property legally by Exhibit A.
Section 2. The property is hereby rezoned from an A-1, Agricultural Rural
Service District designation to R-3, Residential, Long Range Urban Service District
designation.
Section 3. The Zoning Map of the City of Otsego shall not be republished to
show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the
Zoning Map on file at City Hall for the purpose of indicating the rezoning hereinabove
provided for in this Ordinance, and all of the notations, references and other information
shown thereon are hereby incorporated by reference and made part of this Ordinance.
Section 4. This Ordinance shall become effective immediately upon its passage
and publication according to Law.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 13 th day of
November, 2017.
CITY OF OTSEGO
M
Jessica L. Stockarnp, Mayor
ATTEST:
Tami Loff, City Clerk
ATTACH LEGAL DESCRIPTION HERE
EXHIBIT A
OTSEGO PLANNING COMMISSION MEETING
OTSEGO PRAIRIE CENTER
October 2, 2017
7:00 PM
Call to Order:
Chair Black called the meeting to order at 7:03 PM.
Roll Call: Chair Pam Black; Commissioners: Steve Schuck, Roger Mord, Richard Nichols,
Aaron Stritesky, Jim Kolles and Alan Offerman; Absent: Commissioner Dave Thompson;
City Council: CM Vern Heidner; Staff: Elizabeth Stockman, Associate City Planner and
Sandy Lindenfelser, Administrative Assistant
1. Announcements:
No announcements.
2. Consider the Following Minutes
2.1 September 18, 2017 Planning Commission Meeting.
Commissioner Schuck motioned to approve as written. Seconded by
Commissioner Mord. All in favor. Motion carried.
3. Public Hearing Item:
3.1 Raspberry Hill:
A. Zoning Map Amendment Rezoning to R-3 District
B. PUD-CUP/PreliminaU Plat for 10 Single Family Lots.
C. Final Plat.
Associate City Planner Stockman gave the planning report noting staff recommends that
lot 4 of block 1 have access to O'Day Court via a shared driveway and that the associated
easements be submitted and recorded with the final plat.
Applicant Tony Bolduc, 15099 Scenic Drive, Dayton MN said that this was an extremely
challenging piece, but agrees with the planning report. Mr. Bolduc also said there is one
benefit of having the two cul-de-sacs is that it would be a natural cut through street.
Chair Black opened the Public Hearing at 7:09PM.
Ryan Korfiatis, 8555 Odean Avenue NE, is curious about the house that is already there
and if it going to stay or not and is also concerned whether there is going to be a buffer
zone along 85 th Street for the houses that are already there.
Greg Wuollet, 8301 O'Day Avenue NE, is concerned about the water in the rear portion of
his lot. Mr. Wuollet stated that assuming that his driveway which is very steep (about 6-8
feet elevation) is going to be cut down. Mr. Bolduc said they have addressed this
property and plan to curve the driveway to make it fit more appropriately and the drainage
will go into the overflow pond.
Jane Gangl, 8292 Ochoa Court NE, said their home butts up to the back side of this
property and is concerned about the existing old fence along the property line. Mr. Bolduc
said if it's an eyesore, they will remove it.
Scott Gangl, 8292 Ochoa Court NE, inquired about the sediment pond that separates their
back yard from their neighbor's. This pond used to be 10 to 12 feet deep and is now full
of sediment. The large wetland in the rear of the property is being encroached by cattails
that have naturally grown to over half. So, what used to be 2 ponds is now growing
together as one. Mr. Gangl is also concerned about the location of lot 9 being in a pretty
boggy area that holds water and is near the sediment pond. Councilmember Heidner said
he would discuss this sediment pond with the City Engineer.
Mr. Bolduc stated that most of the drainage on this property will flow away. This property
is on a hill and with the topography in that area, it is a little difficult to have site plans for
the lower 2 properties. As far as site lines, this will be a wooded area with good views.
William Kraus, 8300 Ochoa Court NE, asked if they were going to be clear cutting trees in
this area and if these lots were going to be city sewer and water or well and septic.
Associate Planner Stockman assured him that these lots will be private well and septic.
Mr. Bolduc agreed that this is a beautiful site, reassuring that trees will be taken out that
need to be moved but they are going to leave as many as they can. If the bigger ones
need to be moved, they will be moved, but again, will be saving as many trees as they
possible can.
Paul Schmitz, 8419 O'Dell Avenue NE, concerned about the future of Odean Avenue.
Councilmember Heidner said that the city has no plans to extend Odean and doesn't see
any reason to expand it. Odean Avenue used to be a county road, and in the 1990"s, the
city got it as a trade with the county and upgraded it to what it is now, noting he doesn't
see any plans for 20 years out.
Commissioner Offerman asked about lot 4, block 1 being extended to O'Day Court and if
this meant there would be a shared driveway. Associate Planner Stockman said that was
correct. Commissioner Offerman asked how common it is that this happens in a
development. Mr. Bolduc said the reason for the shared driveway was due to the location
of the wetland that doesn't allow for that cul-de-sac to come out that way and we don't
want it having access to a busy road. This way was the best fit.
Commissioner Mord asked if a shared driveway is something that is recorded. Associate
Planner Stockman said that this would be recorded at the time of the final plat.
Commissioner Offerman isn't sure of the shared driveway and is wondering if there were
any existing driveways off Odean or if it was available for them to access Odean?
Associate Planner Stockman doesn't see a problem with a shared driveway and feels this
is, that is why it's a recorded document.
Commissioner Offerman said made it clear to the owner of 8301 O'Day Avenue that the
builder would be taking about 90% of his driveway and if possible, he should try to get a
total driveway out of that.
Chair Black closed the public hearing at 7:35 PM -
Commissioner Offerman asked if the planning commission was to add a condition the
motion of removing that existing fence, could this be added. Associate Planner Stockman
said to add the condition of the existing farm fence lines be located and the fence
removed from the property.
Revised conditions:
5. The preliminary/final plat shall be revised so that all nine (9) new lots
have direct access to O'Day Court or 83rd Circle, subject to review and
approval of City Staff.
14. The location of the existing pasture/farm fencing shall be verified and
removed by the developer from the east and south borders of the plat, if
found to be part of the subject property.
Commissioner Stritesky motioned to approve the rezoning for Raspberry Hills
from A-1,. Agricultural Rural Service to R-3, Residential Long Range Urban
Service. Seconded by Commissioner Schuck. All in favor. Motion carried.
Commissioner Stritesky motioned to approve the PUD CUP, Preliminary and
Final Plats for Raspberry Hills subject to the 13 conditions as outlined in the 25
September 2017 Planning Report,, including deletion of Condition #5 and rd
requiring all nine (9) new lots to have direct lot access to O'Day Court or 83
Circle to eliminate the need for shared access driveways and associated
easements and the addition of Condition #14 requiring removal of the existing
farm/pasture fencing along the west and south sides of the plat,, provided the
fencing is verified to on the subject property. Seconded by Commissioner
Schuck. All in favor. Motion carried.
ip
CITY OF
Ot�ego
MINNESOTA C7
APPLICANT: Jeremy and Cherlynn Uzzell
7 Nov 17
FINDINGS & DECISION
PRELIMINARY PLAT/PUD-CUP/FINAL PLAT
APPLICATION: Request for approval of a 10 lot subdivision to be known as Raspberry Hills.
CITY COUNCIL MEETING: 13 November 2017
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council
now makes the following findings of fact:
A. The legal description of the property is attached as Exhibit A.
B. The property lies within the Long Range Urban Service District and is guided for low density
residential land uses by the Otsego Comprehensive Plan, as amended.
C. The property is zoned R-3, Residential — Long Range Urban Service District.
D. The applicant is requesting approval of a preliminary plat, PUD -CUP and final plat to allow
subdivision of the property into 10 single family lots.
E. The Planning Commission and City Council must take into consideration the possible effects
of the request with their judgment based upon (but not limited to) the criteria outlined in
Section 20-4-25 of the Zoning Ordinance:
The proposed action's consistency with the specific policies and provisions of the
Otsego Comprehensive Plan.
Finding: The subject site is adjacent to Heritage Hills, which was final platted in 1997.
Heritage Hills included two lots accessed from 85th Street via an outlot deeded to the
City and one lot accessed from Odean Avenue via an outlot deeded to the City. The
outlots are intended to be used as public right-of-way when the subject site is
developed and a public street constructed. The proposed preliminary1final plat
includes dedication of right-of-way and construction of public streets to access the
three lots platted with Heritage Hills, as well as the 9 proposed new lots. The
dedication of right-of-way and construction of public streets satisfies the criteria of the
Comprehensive Plan for development within the Long Range Urban Service Area.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The subject site is surrounded by the following existing and planned land
uses shown in the table below. The proposed preliminary plat is similar in character
to existing surrounding development and no compatibility issues would exist.
Direction
Land Use Plan
Zoning Map
Existing Use
North
LD Residential
R-2 District
Single Family
East
LD Residential
R-3 District
Single Family
South
LD Residential
R-3 District
Single Family
West
LD Residential
R-3 District
Single Family
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Finding: The proposed development will comply with all applicable performance
standards unless specifically modified as part of the requested PUD -CUP.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Finding: The proposed development is to be accessed from Odean Avenue and 85 th
Street via internal local streets. Odean Avenue and 85h Street are designated as
residential collector streets by the 2012 Transportation Plan and have adequate
capacity to accommodate the traffic that would be generated by the proposed
development.
5. The proposed use can be accommodated by existing public services and facilities
and will not overburden the City's service capacity.
Finding: The proposed development is within the Long Range Urban Service Area
where provision of suburban type municipal infrastructure and services is anticipated
and available without overburdening the City's service capacity.
F. The planning report dated 25 September 2017 prepared by the City Planner, The Planning
Company LLC, is incorporated herein.
G. The engineering review dated September 27, 2017 prepared by the City Engineer, Hakanson
Anderson, Inc., is incorporated herein.
H. The Otsego Planning Commission held a public hearing at their regular meeting on 2
October 2017 to consider the application, preceded by published and mailed notice. Based
upon review of the application and evidence received, the Otsego Planning Commission
closed the public hearing and recommended by a 7-0 vote that the City Council support the
proposed subdivision based on the aforementioned findings.
DECISION: Based on the foregoing information and applicable ordinances, the application is
hereby APPROVED subject to the following conditions:
1 The preliminary and final plat shall be revised to establish outlots for stormwater basins,
wetlands and required wetland buffers as required by Section 21-7-15.D of the Subdivision
Ordinance; such outlots shall be deeded to the City.
2. The existing driveway to 85 th Street shall be removed with the curb and boulevard restored,
subject to review and approval of the City Engineer.
3. The preliminary and final plat shall be revised to dedicate right-of-way for 85 th Street and
Avenue as residential collector streets, subject to review and approval of the City Engineer.
4. The developer shall be required at their cost to remove the existing private driveways and
construct driveways compliant with City Standard Plate No. 109 within the public right-of-way
accessing Lots 2 and 11, Block 4 Heritage Hills.
5. The preliminary and final plat shall be revised so that all nine (9) new lots have direct access
to O'Day Court or 83 Id Circle, subject to review and approval of City staff.
6. All street construction plans shall be subject to review and approval of the City Engineer.
7. A landscape plan shall be submitted for a residential bufferyard abutting 85 th Street and
Odean Avenue that complies with the requirements of Section 20-19-3.B.3.a of the Zoning
Ordinance, subject to review review and approval of City staff.
8. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in
accordance with the City's current fee schedule for nine new lots to be subdivided with the
final plat.
9. A wetland delineation report shall be prepared and is subject to review and approval of the
City Engineer.
10. All grading, drainage, and erosion control plans are subject to review and approval of the City
Engineer.
11. The utility plan shall be revised to identify a primary and secondary septic drainfield site for
Lot 3, Block 1; the existing septic system serving Lot 3, Block I shall be inspected to confirm
that it is functioning property; all utility issues are subject to review and approval of the City
Engineer.
12. All drainage and utility easements shall be subject to review and approval of the City
Engineer.
13. The developer shall execute a development agreement as drafted by the City Attorney and
approved by the City Council prior to recording the final plat.
14. The location of the existing pasture/farm fencing shall be verified and removed by the
developer from the east and south borders of the plat, if found to be part of the subject
property.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 13 th day of November, 2017.
CITY OF OTSEGO
By:
Jessica L. Stockamp, Mayor
Attest'.
Tami Loff, City Clerk
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO. 2017-91
RESOLUTION APPROVING DEVELOPERS AGREEMENT -
RASPBERRY HILLS
WHEREAS, Jeffrey and Cherlynn Uzzell are seeking approval of a Plat known as
RASPBERRY HILLS, and
WHEREAS, the approved Plat requires construction of some public
improvements and payment of City costs and fees as well as placing certain
restrictions on the development; and
WHEREAS, those obligations are contained and memorialized in the attached
Developers Agreement; and
WHEREAS, the Developers Agreement also sets forth the security required to
assure satisfactory construction of public improvements and establishes the
various remedies available to the City in the event that Developer breaches the
terms and conditions of the Agreement.
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Otsego, Wright County, Minnesota as follows;
1. The attached Developers Agreement between the City of Otsego and
Jeffrey and Cherlynn Uzzell is hereby approved.
2. The Mayor and City Clerk are hereby authorized to execute the Developers
Agreement on behalf of the City of Otsego.
ADOPTED this 13th day of November, 2017 by the City Council of Otsego.
MOTION TO ADOPT the Resolution by Council Member.
and seconded by Council Member
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
Jessica Stockamp, Mayor
Tami Loff, City Clerk
2
DEVELOPMENT AGREEMENT
RASPBERRY HILLS
AGREEMENT entered into this day of November, 2017 between the City of
Otsego ("City"), a municipal corporation organized under the laws of the State of
Minnesota, and Jeremy J. Uzzell and Cherylynn M. Uzzell, Owners and collectively
("Developer").
Request for Plat Approval. The Developer has requested that the City
approve a plat entitled RASPBERRY HELLS (referred to in this Agreement
as "the Plat") and legally described as follows:
See Exhibit A.
The plat contains (10) single family residential lots. The plat is zoned R-3, Residential
Long Range Urban Service District as approved by Ordinance 2017 -XX adopted by the
City Council on November 13, 2017.
2. Conditions of Plat Approval. The City hereby approves the plat on
condition that the Developer enter into this Agreement, furnish the security required by it,
and record the Plat with the Wright County Recorder or Registrar of titles within one
hundred (100) days after the City Council approves the final plat. The Developer shall
cooperate with the City in recording the Plat and all required additional deeds and
documents and providing assurance that the Plat and an required documents have been
properly and timely recorded. Any restrictive covenants for the Plat shall be submitted to
the City Attorney for approval and shall be recorded prior to sale of any lots within the Plat.
1
3. Right to Proceed. Within the Plat or land to be platted, the Developer may
not grade or otherwise disturb the earth, remove trees, construct sewer lines, storm sewers,
water lines, streets, utilities, public or private improvements, or any buildings or structures
until all the following conditions have been satisfied: 1) this Agreement has been fully
executed by both parties and filed with the City Clerk, and all conditions contained in the
Agreement have been met, 2) the necessary security has been received by the City, 3) the
Plat and this Agreement have been recorded with the Wright County Recorder's Office, 4)
The Developer has initiated and attended a pre -construction meeting with the City Engineer,
and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied
and that the Developer may proceed; or until such time as approval to commence earlier
construction is specifically approved by the City, and Developer has fully complied with all
conditions set forth by City staff.
4. Sanitary Sewer Service Allocation. Sanitary sewer service is not available
to the ten (10) lots within the Plat. Subsurface sewage treatment systems shall be provided
for each lot in accordance with Chapter 4, Section 3 of the Otsego City Code.
5. Changes in Official Controls. RASPBERRY HILLS is a planned and
staged development within the meaning of Nlinn. Stat. 462.358, Subd. 3c, and no
amendment to the City's Comprehensive Plan or other Official Controls shall apply to or
affect the use, development density, lot size, lot layout, or platting requirements for future
phases of RASPBERRY HILLS for a period of five (5) years. Thereafter, notwithstanding
anything in this Agreement to the contrary, to the full extent permitted by State law, the City
may require compliance with any amendments to the City's Comprehensive Plan, other
Official Controls enacted after the date of this Agreement. This provision does not apply to
regulations or Official Controls related to park and trail dedication or any fee established by
the City chargeable to the Developer for municipal costs arising from said future phases.
6. Development Plans. The Plat shall be developed in accordance with the
plans on file at the office of the City Clerk and the conditions stated below. If the plans vary
from the written terms of this Agreement, the written terms shall control. The plans are:
Plan A Final Plat, RASPBERRY HILLS, dated 2017
prepared by Lot Surveys Company.
Plan B Grading, Drainage, and Erosion Control Plan prepared by The
Gregory Group, Inc. and as finally approved by the City Engineer.
Plan C Construction Plans for RASPBERRY HILLS, prepared by The
Gregory Group, Inc. and as finally approved by the City Engineer.
Plan D Specifications for RASPBERRY HILLS, prepared by The Gregory
Group, Inc., and as finally approved by the City Engineer.
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7. Improvements. The Developer shall install and/or pay for the following:
A. Streets
B. Street lights
C. Site grading and ponding
D. Underground installation of all utilities
E. Storm water management improvements
F. Setting of lot and block monuments
G. Construction surveying and staking
H. Traffic control signs
Improvements shall be installed in accordance with City standards, the City
Code, and the above -referenced plans that have been furnished to the City and approved by
the City Engineer. The Developer shall obtain all necessary permits before proceeding with
construction. The City shall provide adequate field inspection personnel to assure
acceptable quality control, which will allow certification of the construction work. The City
may, when reasonably required to do so, and at the Developer's expense, have one (1) or
more City inspectors and a qualified engineer inspect the work. Within thirty (30) days
after the completion of the improvements and before all retained security is released, the
Developer shall supply the City with a complete set of reproducible "as constructed" and an
electronic file of the "as constructed" plans in AutoCAD.DWG file or a DXF file, all
prepared in accordance with City standards. Before the security for the completion of
utilities is fully released, iron monuments shall be installed in accordance with Nfinnesota.
Statutes 505.02. The Developer's surveyor shall submit a written notice to the City
certifying that the monuments are installed following site grading, utility and street
construction.
8. Contractors/Subcontractors. City Council members, City employees, and
City Planning Commission members, and corporations, partnerships and other entities in
which such individuals have greater than a twenty five percent (25%) ownership interest or
in which they are an officer or director may not act as contractors or subcontractors for the
public improvements identified in Paragraph 7 above.
9. Permits. The Developer shall obtain or require its contractors and
subcontractors to obtain all necessary permits, which may include, but are not limited to:
A. Wright County for County Road access and work in County right of
way.
B. MNDOT for State Highway Access
C. MNDOT for work in right of way
D. Minnesota Department of Health for watermains
E. WCA NPDES Permit for construction activity
F. WCA for sanitary sewer and hazardous material removal and
disposal
G. DNR for dewatering
H. City of Otsego for building permits
1. City of Otsego for sanitary sewer connections
J. City of Otsego for retaining walls
10. Dewatering. Due to the variable nature of groundwater levels and
stormwater flows, it will be the Developer's and the Developer's contractors and
subcontractors responsibility to satisfy themselves with regard to the elevation of
groundwater in the area and the level of effort needed to perform dewatering and storm
flow routing operations. All dewatering shall be in accordance with all applicable County,
State,- and Federal rules and regulations. DNR regulations regarding appropriations permits
shall be strictly followed.
11. Time of Performance. The Developer shall install all listed improvements
by December 31, 2018. The Developer may request an extension of time from the City to be
submitted in writing to the City Clerk, for which said extension shall be conditioned upon
updating the security posted by Developer to reflect cost increases and the extended
completion date. Final wear course placement outside of the above time frame must have
the written approval of the City Engineer. The City may impose additional conditions on the
extension necessary to ensure performance.
1 12. Right of Entry. The Developer hereby grants to the City, its agents,
employees, officers and contractors an irrevocable right of entry to enter the Plat to perform
any and all work and inspections necessary or deemed appropriate by the City during the
installation of improvements by Developer or the City, or to make any necessary corrective
actions necessary by the City. Except in emergency situations, as defined by the City, the
City shall give the developer fifteen (15) business days notice stating the deficiencies and
necessary corrections prior to making any corrective action. Said right of entry shall
continue until the City finally accepts the improvements and any applicable warranty period
has expired.
13. Erosion Control. Prior to initiating site grading, and before any utility
construction is commenced or further building permits are issued, the erosion control plan,
Plan B, shall be implemented by the Developer and inspected and approved by the City. If
the City Engineer determines that it would be unreasonable to require full implementation
of the erosion control plan prior to utility construction or issuance of certain building
permits, he shall state in writing what construction can take place and what particular
building permits can be issued prior to full implementation. The City may impose
additional erosion control requirements if, in the opinion of the City Engineer, they would
be beneficial. All areas disturbed by the excavation and backfilling operations shall be
reseeded forthwith after the completion of the work in that area. If the Developer does not
comply with the erosion control plan and schedule or any supplementary instructions, the
City may, with reasonable notice, take action as it deems appropriate.
14. Grading Plan. Plat grading shall be in accordance with the approved
grading plan, Plan B. The plan shall conform to City specifications and the City Code.
Ponds, swales, and ditches shall be constructed on public easements or land owned by the
City. Within thirty (30) days after completion of grading and before any retained security is
fully released, the Developer shall provide the City with an "as built" grading plan including
certification by a registered land surveyor or qualified engineer that all ponds, swales, and
ditches have been constructed on public easements or land owned by the City. "As built"
plans shall include field verified elevations of the following:
A. Cross sections of ponds
B . Location and elevations of swales and ditches
C. Lot comers and house pads
occupancy permits shall not be issued by the Building Official until the
grading and drainage plan is certified as set forth above.
15. Clean Up. The Developer shall promptly clean any and all dirt and debris
from streets and construction sites in accordance with the City Code resulting from
construction work by the Developer, its agents or assigns.
16. Ownership of Improvements. Upon acceptance by the City Council of the
work and construction required by this Agreement, improvements lying within public
easements and public right-of-way shall become City property without further notice or
action.
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17. Streets. The Developer agrees to maintain the streets in the Plat until the
base course bituminous surfacing has been accepted by the City. Should the City be
required to grade the street prior to paving, the cost of such grading shall be paid by the
Developer and drawn from the Developer's letter of credit. Should snow plowing be
necessary prior to street paving, the Developer shall be responsible for such plowing as may
be required by the Streets Supervisor. If, upon the Developer's request, the City agrees to
plow the street prior to acceptance, such work will be done upon agreement that the
Developer will hold harmless and indemnify the City from any and all liability claims
related to such work and pay all costs associated with that work. Any plowing undertaken
by the City will constitute no acceptance or evidence of acceptance of the street(s) in
question. The final wear course shall not be constructed until at least one construction
season after the base construction is completed and shall be delayed one more construction
season if at least 75% build out is not achieved. However, the final wear course shall not be
delayed for a period longer than two (2) years after the base course is paved, regardless of
build out; in which case, the Developer shall provide an escrow for fog sealing the streets in
the event that the final wear course is placed prior to 75% build out. Upon final completion
of streets and acceptance by the City as a City street rather than a private drive, the
Developer shall guarantee to the City for a period of two (2) years that the streets have been
constructed to City standards. The warranty period shall not commence until such time as
street construction is completed and the streets are accepted as City streets by the City. The
two (2) year warranty set forth above commences upon the date on which the City accepts
the streets by resolution.
18. Sewage Treatment. No occupancy permit for any building within the plat
will be issued by the City unless the Building Official has inspected both the sewer and
water connections to the building and has certified that they have been constructed
satisfactorily in accordance with City specifications and the City Code.
19. Administrative Fee. A fee for City Administration of this project shall be
paid prior to the City executing the plat and this Agreement. Said fee shall be one percent
(1%) of the estimated construction costs of the improvements within the plat, or
alternatively a minimum fee. The administrative fee for this Plat is $2,177.00 and is
contained within the escrow and fees established in Paragraph 27 of this Agreement. This
fee is immediately available to the City upon establishment of the escrow.
20. Sewer Availability Fees. Wastewater treatment is provided by an on- site
septic system conforming to State, County and City statutes, rules and regulations. There is
no City Sewer Availability Fee.
21. Sewer Connection Fees. Wastewater treatment is provided by an on-site
septic system conforming to State, County and City statutes, rules and regulations. There is
no City Sewer Connection Fee.
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22. Water Availability Fees. Water is provided by private wells conforming to
State, County and City statutes, rules and regulations. There is no City Water Availability
Fee.
23. Water Hookup Fees. Water is provided by private wells conforming to
State, County and City statutes, rules and regulations. There is no City Water Hookup Fee.
24. Park and Trail Dedication.
satisfied by payment of required Park and
$3,486.00 per lot = $31,374.00.
The Park and Trail fee requirement shall be
Trail dedication fees as follows: 9 lots at
25. Street and Traffic Control Signs. Before the City signs the final plat, the
Developer shall pay to the City $3,500.00 for installation of traffic control signs (stop signs,
street signs, dead-end signs). The said amount was calculated as follows: 14 signs at
$250.00 per sign. Using these funds, the City shall purchase and install the street and traffic
control signs.
26. Street Light Construction. The Developer shall pay for the operation and
maintenance of the street lights for a period of two (2) years. In order to facilitate payment
of payment for operation and maintenance of street lights, the Developer shall submit a fee
to be included within the escrow and fees established in Paragraph 27 of this Agreement
and is calculated as follows four (4) lights x $ 500.00 per light for a total payment of
$2,000.00. The operation and maintenance of the street lights by the City shall not
commence until such time as the Plat is accepted by the City and is formally recorded.
Street lighting shall conform to adopted City Code.
27. Transportation Infrastructure Cost. Developer shall pay a fee for Collector
Street access in the amount of $13,635.00, calculated as follows: nine (9) lots at $1,515.00
per lot.
28. City Engineering Administration and Construction Observation, Legal
Fees Escrow and City Fees. The Developer shall pay a fee for consulting engineering
administration. City engineering administration following approval of the Plat. City
engineering administration will include consultation with Developer and its engineer on
status or problems regarding the project, monitoring during the warranty period, general
administration and processing of requests for reduction in security. Fees for this service
shall be the actual amount billed for those services estimated to be three percent (3%) of the
estimated construction cost of the improvements to be inspected, assuming normal
construction and project scheduling. The Developer shall pay for construction observation
performed by the City Engineer. Construction observation shall include part or full time
observation, as determined by the City Engineer, of proposed street, sanitary sewer, water
and stonn drainage construction and will be billed on hourly rates actually required for said
inspection estimated to be five percent (5%) of the estimated construction cost of the
improvements to be inspected. In the event of prolonged construction or unusual problems,
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the City will notify the Developer of anticipated cost overruns for engineering
administration and observation services.
The escrow and fee account shall also include estimated fees for Legal
expenses actually incurred, City Administrative Fee (a flat fee due upon execution of this
Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this
Agreement), Transportation Infrastructure Costs (a flat fee due upon execution of this
Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this
Agreement), Street Light Maintenance and Operation Fee (a flat fee due upon execution of
this Agreement) and shall be established as follows:
ESCROW AND FEES
City Construction Administration and Utility
and Street Inspection Fees (estimated 8% of $ 217,710) $17,417.00
Legal Fees (estimated, actual billings to be paid) $2,177.00
City Administrative $2,177.00
Transportation Infrastructure Cost (9 lots x $1,515 per lot) $13fi35.00
Park &Trail Dedication Fee $31,374.00
Street light maintenance and operation 4 x $500 per light $2,000.00
Street & traffic control signs (14 x $250 per sign) $3,500.00
GIS Data Entry Fee (15 net acres x $ 100 per acre) $15500.00
Wetland Delineation Review $2,000.00
TOTAIL $75,780.00
This escrow amount shall be submitted to the City prior to the City executing the Plat and
this Agreement. All administrative and legal fees related to plan review, drafting of this
Agreement and any other necessary items shall be paid to the City prior to execution of the
Plat and this Agreement. Any amounts for legal and engineering -not utilized from this
escrow fund shall be returned to the Developer when all improvements have been
completed, all financial obligations to the City satisfied, and the required "as constructed"
plans have been received by the City.
All other amounts listed as flat fees are non-refundable and available immediately for City
use when posted.
29. Security. To ensure compliance with the terms of this Agreement, and
construction of all public improvements, the Developer shall furnish the City with a cash
escrow or other "security"in the amount of $352,450.00 said amount calculated as follows:
Site Grading, Erosion & Sediment Control $28,800.00
Storm Sewer- Lateral $72,770.00
Streets $144,940.00
Landscaping $2000.00
Engineering and Surveying Construction Services $15,450.00
TOTAL $281,960.00
TOTAL SECURITY REQUIRED ($281,960 x 125%) $352,450.00
The issuer and form of the security (other than cash escrow) shall be subject to City
approval. The security shall be issued by a banking institution in good standing as
determined by the City and approved by the City Administrator. The City shall have the
ability to draw on the security at a bank or branch bank located within fifty (50) miles of the
City Hall. The security shall be for a term ending December 31, 20 t 8 and shall contain an
automatic renewal provision. The City may draw down the security for any violation of the
terms of this Agreement, or upon receiving notice of the pending expiration of the security.
It shall be the responsibility of the Developer to inform the City at least thirty (30) days
prior to expiration of the security of the impending expiration and the status of the project
relative to the security and this Agreement. If, for whatever reason, the security lapses prior
to complete compliance with this Agreement (other than during any warranty period), the
Developer shall immediately provide the City with either an extension of the security or an
irrevocable letter of credit of the same amount upon notification of the expiration. If the
required improvements are not completed at least thirty (30) days prior to the expiration of
the security, the City may also draw down the security. If the security is drawn down the
proceeds shall be used to cure any default.
Upon receipt of proof satisfactory to the City that work has been completed and financial
obligations to the City have been satisfied, with City approval, the security may be reduced
from tiirne to time down to $37,741.00 the amount of warranty security. A warranty security
in the amount of $37,741.00 shall be posted with the City as set forth in paragraph 32 of this
Agreement.
Notwithstanding the posting of that warranty security, the security shall not be reduced
below ten percent (10%) of the posted security until all improvements have been completed,
all financial obligations to the City satisfied (which includes posting of warranty security),
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and the required "as built" plans have been received by the City. The intent of this
Agreement is that the City shall have access to sufficient security, either security or
warranty security, to complete the project and insure warranty on all public improvements at
all times.
This security amount shall be submitted to the City prior to execution of the Plat and this
Agreement. All administrative and legal fees related to plan review, drafting of this
Agreement and any other necessary items shall be paid to the City prior to execution of the
plat and this Agreement.
The security for this Agreement shall be cash or Irrevocable Standby Letter of Credit in the
amount of $352,450.00. The cash shall be deposited with the City and released to make
payments to contractors, consultants, City consultants as they are billed. The City will not
release the security or any portion of the security until a copy of any billing due and owing
has been submitted to and approved by the City and the City Engineer, subject to retention
of retainage as set forth above and the appropriate amount for warranty of public
improvements.
30. Landscaping. The Developer shall install two (two) trees upon each lot
within the Plat of a species approved by the Zoning Administrator. These plantings may not
be installed in a public right-of-way. Any security posted for this agreement or prior
additions may be used to cure any defects in the event that the Developer, it assigns or
successors fails to install landscaping according to this Agreement. Landscaping security to
insure compliance with the approved Landscape Plan shall be $ 1,000 per lot to posted with
the City at the time of application for a building permit on each lot. Any trees which can
cause a public nuisance or public hazard, such as bug infestation or weak bark, are
specifically prohibited.
The Developer, Builders or Property Owners (applicant for building permit)
in the residential lot area shall sod all front yards within the buildable portion of each lot
and shall post any security required by the City to assure landscaping or other items in
compliance with the City Code. The Developer, Builder or Property Owner shall provide
not less than six (6) inches of topsoil in required front yards or side yards abutting public
rights-of-way. Where slopes lie in excess of ten (10) percent, sodding (staked) shall be
required. Weather pennitting, the trees, grass seed and sod shall be planted before
Certificates of Occupancy are issued. All grass seed shall be maintained so that turf is
established within one (1) year of planting.
If landscaping as required by the City Code and this Agreement is not timely
completed, the City may enter the lot or lots, perform the work, and apply any posted
security toward the cost. The Developer, it assigns or successors, Builder or Property Owner
will provide will provide all trees, grass, seed and sod within the Plat and shall maintain
said plantings and warrant them to remain alive, of good quality and disease free for twelve
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(12) months after planting. Any replacement shall be warranted for twelve (12) months
from the time of planting.
31. Significant Trees. There are no significant trees within the Plat. The
Developer is not required to replace any significant trees.
32. Warranty. The Developer warrants all work required to be performed by it
against poor material and faulty workmanship for a period of one (1) year after its
completion and acceptance by the City, except for warrant on streets which is set forth in
Section 17 of this Agreement. The amount of posted warranty security for public
improvements to be posted by the Developer shall be in the amount of $37,741.00. The
amount, has been determined by the City Engineer, and is based upon the costs of the raw
materials and labor which would be necessary to correct the most common deficiencies in
such public improvements.
33. Claims. The Developer shall pay any subcontractor within ten (10) days of
the Developer's receipt of payment by the City for undisputed services provided by the
subcontractor. In the event that the City receives claims from labor, materialmen, or others
that perform work required by this Agreement, and the sums due them have not been paid,
and the laborers, materialmen or others are seeking payment from the City, the Developer
hereby authorizes the City to commence an interpleader action pursuant to Rule 22,
Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of
credit in an amount up to one hundred twenty-five percent (125%) of the claim(s) and
deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall
release, discharge, and dismiss the City from any further proceedings as it pertains to the
letters of credit deposited with the District Court, except that the Court shall retain
jurisdiction to determine attorney fees pursuant to this Agreement. In the event that the
Developer desires to make a cash deposit instead of drawing down the letter of credit if a
claim is made as stated above, they shall immediately notify the City of this intent at the
time the claim is made and shall delivery one hundred twenty-five percent (125%) of the
claim to the City within ten (10) days of such notice in the form of cash or certified check.
34. Restrictions. The following restrictions apply to the property and all lots
thereon shall be held, sold, and conveyed subject to the following conditions and
restrictions, which are for the purpose of protecting the value and desirability of the plat and
insuring that all conditions imposed by the City in this Agreement are properly recorded
against the property. Said conditions shall run with the real property and be binding on all
parties having a right, title or interest in the plat or any part thereof, their heirs, executors,
representatives, successors and assigns: None.
35. Responsibility for Costs.
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A. Except as otherwise specified herein, the Developer shall pay all costs
incurred by them or the City in conjunction with the development of
the Plat, including, but not limited to, legal, planning, engineering, and
inspection expenses incurred in connection with development of said
Plat, the preparation of this Agreement, and all costs and expenses
incurred by the City in monitoring and inspecting development of the
plat.
B. The Developer shall hold the City and its officers and employees
harmless from claims made by itself and third parties for damages
sustained or costs incurred resulting from Plat development. The
Developer shall indemnify the City and its officers and employees for
all costs, damages or expenses which the City may pay or incur in
consequence of such claims, including attorney's fees.
C. The Developer shall reimburse the City for costs incurred in the
enforcement of this Agreement, including engineering fees, attorney's
fees, and costs and disbursements.
D. The Developer shall pay in fall all bills submitted to it by the City for
obligations incurred under this Agreement within thirty (30) days after
receipt. If the bills are not paid on time, the City may halt all plat
development work and construction, including but not limited to the
issuance of building permits for lots which the Developers may or may
not have sold, -until all bills are paid in fall. Claims not paid within
thirty (30) days shall accrue interest at the rate of twelve percent (12%)
per year.
36. Developer's Defauft. In the event of default by the Developer as to any of
the work to be performed by it hereunder, the City may, at its option, perform the work and
the City may then draw down the security established in Paragraph 17 to pay for any work
undertaken, provided the Developer is first given notice of the work in default, not less than
seven (7) days in advance. This notice provision does not apply if the work performed by
the City or its contractors is of an emergency nature, as determined at the sole discretion of
the city. Should such emergency work be required the City will make all reasonable efforts
to notify the Developer as soon as possible. When the City does any such work, the City
may, in addition to its other remedies, assess the cost in whole or in part pursuant to any
applicable statutes or ordinances.
37. Miscellaneous.
A. The Developer represents to the City that the plat complies with all
City, County, State, and Federal laws and regulations, including but
not limited to, Subdivision Ordinances, Zoning Ordinances, and
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environmental regulations except where specifically excluded by this
agreement. If the City determines that the Plat does not comply, the
City may, at its option, refuse to allow construction or development
work in the plat until the Developer does comply. Upon the City's
demand, the Developer shall cease work until there is compliance.
B. Third parties shall have no recourse against the City under this
Agreement.
C. Breach of any of the terms of this Agreement by the Developer shall
be grounds for denial or revocation of building permits.
D. If any portion, section, subsection, sentence, clause, paragraph or
phrase of this Agreement is for any reason held invalid, such decision
shall not affect the validity of the remaining portion of this Agreement.
E. If building permits are issued by the City prior to the completion and
acceptance of public improvements, the Developer shall assume all
liability for the costs resulting in any delay in completion of public
improvements and damage to any public improvements caused by the
City, the Developer, its contractors, subcontractors, materialmen,
employees, agents, or third parties. No one may occupy a building for
which a building permit is issued on either a temporary or permanent
basis until the streets needed for access have been paved with a
bituminous surface, unless a specific exception is approved by the
city.
F. The action or inaction of the City shall not constitute a waiver or
amendment to the provisions of this Agreement. To be binding,
amendments or waivers shall be in writing, signed by the parties and
approved by written resolution of the City Council. The City's failure
to promptly take legal action to enforce this Agreement shall not be a
waiver or release.
G. This Agreement shall run with the land, shall be recorded against the
title to the property and all properties therein established by the Plat,
and shall, be binding on all parties having any right, title or interests in
this phase of the plat or any part thereof, their heirs, successors, and
assigns. After the Developer has completed the work required of them
under this Agreement as set forth in Section 8, at the Developer's
request, the City will execute and deliver to the Developers a release
or partial release (s) of this Agreement.
H. The Developer shall take out and maintain until one (1) year after the
City has accepted the public improvements, public liability and
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property damage insurance covering personal injury, including death,
and any claims for property damage which may arise out of the
Developer's work or the work of their subcontractors or by one
directly or indirectly employed by any of them. Limits for bodily
injury and death shall not be less than $500,000-00 for one person and
$ 1 000,000.00 for each occurrence; limits for property damage shall be
not less than $200,000.00 for each occurrence. The City shall be
named as an additional named insured on said policy, and the
Developer shall file a copy of the insurance coverage with the City
prior to the City issuing further building pen -nits.
Each right, power or remedy herein conferred upon the City is
cumulative and in addition to every other right, power or remedy,
express or implied, now or hereafter arising, available to City, at law
or in equity, or under any other agreement, and each and every right,
power and remedy herein set forth or otherwise so existing may be
exercised from time to tirne as often and in such order as may be
deemed expedient by the City and shall not be a waiver of the right to
exercise at any time thereafter any other right, power or remedy.
J. The Developer shall pay for all local costs related to drainage
improvements required to complete the construction according to the
plans and conditions that are a part of this Agreement.
K. Should development of the plat proceed at a pace slower than
anticipated, and for that reason, specific terms of this agreement
become onerous or unduly burdensome to the Developers, upon
his/her application, the City will enter into negotiations regarding
those specific terms and shall not unreasonably withhold consent to
appropriate changes in the terms of this Agreement.
L. The Developer shall demonstrate and maintain compliance with the
1991 Wetland Conservation Act.
M. The Developer shall be responsible for all on site drainage as well as
for any affects that their actions may have on adjoining properties.
Specifically, the Developer shall maintain existing drainage tiles on
site, and shall be responsible for any and all drainage problems related
to either the site drainage tiles or problems with on-site drainage
facilities to be constructed in accordance with this agreement and plat
approval.
38. Notices. Required notices to the Developer shall be in writing, and shall be
either hand delivered to the Developer, their employees or agents, or mailed to the
Developer by registered mail at the following address: 8465 Odean Avenue NE, Otsego,
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NIN 55330. Notice to the City shall be in writing and shall be either hand delivered to the
City Clerk at the following address: City of Otsego, City Hall, 13400 90th Street NE,
Otsego, MN 55330, Attention: City Clerk
CITY OF OTSEGO
I=
Jessica Stockamp, Mayor
Tami Loff, City Clerk
DEVELOPER
JEREW J. UZZELL
CHERLYNN M. UZZELL
IM
M.,
STATE OF MINNESOTA
SS.
COUNTY OF WRIGHT
Jeremy J. Uzzell
Cherlynn M. Uzzell,
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The foregoing instrument was acknowledged before me this day of
2017, by Jessica Stockamp, Mayor and by Tan -ii Loff, City Clerk,
of the City Otsego, a Minnesota municipal corporation, on behalf of the City and pursuant
to the authority of the City Council.
Notary Public
STATE OF MINNESOTA
ss.
COUNTY OF
The foregoing instrument was acknowledged before me this day of
20 1, by Jeremy J. Uzzell and Cherlynn M. Uzzell, husband and wife,
Owners and collectively Developer, with authority.
DRAFTED BY:
MACARTHUR LAW OFFICE., LLC
3601 Thurston Avenue North
Suite 103
Anoka, MN 55303
(763) 231-5850
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Notary Public
EXHIBIT A- LEGAL DESCRIPTION
A 15 Acre tract in the North Half of the Southwest Quarter of Section 21, Range 23,
described as follows:
The North 990.00 feet of the East 660.00 feet of said Southwest Quarter more particularly
described to wit: Beginning at the Northeast comer of said Southwest Quarter of Section
21, thence West along the North line of said Southwest Quarter 660.00 feet; thence
Southerly parallel with the East line of said Southwest Quarter 990.00 feet; thence Easterly
parallel with the North line of said Southwest Quarter 660.00 feet to the East line of said
Southwest Quarter; thence Northerly 990.00 feet more or less to the point of beginning.
17
1NCRTH LIA(F OF TKE.9W 114 OF 5,C. 2 1. TWP. 121, 1 23 S 89-19-52" W 660.00
85TH STREET NE
T 212.19
1 60 11� 2 23623 2 1�1 54 0
�e I S 86*32'5
9
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S 89*46'37"W 73.94
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N 89'19'53" E
tUAZpARAUffV4rnTH�NcKMVNEOFMF5VIII40F,5X-21.TWP� 121,R.23
X.
.a%l-"G ANDunL,-
'HOWN THUS:
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DEING� FrI71MWDMAN0A0J0)MMGR1G�r
OFWAYLIN,SAM05 �r�MDTHANV
�JOININ6LOrUN�,UNLE550,�EKM5E5HOW.
DEMOM5 1/0 INCH OY 14 INCH MON PIPE MONU44ENT
0 5frANDA4AM95YZICENSENUM13tR,14392.
DMOTe5 FOUND 112 INCH IRON PlPf MONUMENT—
UNLE-55 OTHERMSE NOMD
A77'33',,�
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CITY REVII!W 10- 1 S- 17
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tUAZpARAUffV4rnTH�NcKMVNEOFMF5VIII40F,5X-21.TWP� 121,R.23
X.
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'HOWN THUS:
_j L_
DEING� FrI71MWDMAN0A0J0)MMGR1G�r
OFWAYLIN,SAM05 �r�MDTHANV
�JOININ6LOrUN�,UNLE550,�EKM5E5HOW.
DEMOM5 1/0 INCH OY 14 INCH MON PIPE MONU44ENT
0 5frANDA4AM95YZICENSENUM13tR,14392.
DMOTe5 FOUND 112 INCH IRON PlPf MONUMENT—
UNLE-55 OTHERMSE NOMD
A77'33',,�
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7
CITY REVII!W 10- 1 S- 17
RASPBERRY HILLS
KNOW ALL PERSONS BY THESE PRESFNTS: That Teremyj. U-11 and Cherlyrin AL U -Ill, fee a Minnesota banking corporation, mortgageeof the following described propertl- situated in the
County ofV'right, State of' \Imuesoth, to wit,
A 15 Acre bent in the North Hdfof the SomhwW Quarter ofSection 21, Township 121, Range 23, den'ibed as Rill—
The North 990.0 feet of the East 660.0 feet ofsaid Somhwrat Quarter more p-ticuady described to wir. Beginning atthe Northeast conice of said Southarat Quarter of Section 21, thence West gong the North line of said
SouthwetQuarn, 660.0 feet; thence Southerly parallel with the East line F,.id Southwest Quartu 990.0 feet, thence Easterly parallel with die North line of said Sombwest Quarter 660.0 feet to the East line of said
Qn
S.nthwc:t wer, thence Northerly 990.0 feet more or less to the point ofbegiiihning.
Has caused the same to be a—vey-ed and planed as R-ASP13ERRY EULLS and does h by dedicate to the public &r public me the roadways and drainage and utility cascrunits as created by this plat.
In withicss whereofsaidjerannyj. Uzzell and Ched)=.',L Ueaell have bereento set their hands this— day of� 20L. --
By By
jer—yj. U.cll Chrdymh M. U -ill
STATE OF 2103,11NESOTA
COUNTY OF
This imohomeritwas acknowledged belom me this — day of � 20— by jemmyj. UzseU and Chedynn M. U-11
(Ninwd moir) (Signature)
NotaryPublic.Comitnt,linmesom My Commission Expire
In witheas wh—Esaid lfinnesots. bariking corporation, has caresed these presents to be signed by its proper officer this__ Bay of� 20L_.
By
(Sig-amne)
(Title)
STATE OF11BNNFSOTA
COUNTYOF
This i-ohiment —a sclunowledged before me rhis — day f — 20— by ofMininvest Bank But 2%lamwnt Bank Central, a Nlinnesera
banking corporation, on li�hdf.f the othporation.
(Printed name) (Sigiumem,
N.mryPubIir_Ccmy,,T,lmnasota MyOmorrissi—Expire
I Gregory R. Posach do hereby cn� that this plat wax prepared by me or under my direct supmision; that Ism, a doly Licensed Land Survevorin die State ofiNfinnescita; that "a plat is a couroct representation of th� boundary
shieve),, that all mathematical datz and labelsara comedy dcsigusuo� m, this plat, that allcomin-an. depicted on his plat have been, or will b� correctir set within one yen, that all water boundaries and wet lands as defined in
Dated this of �20
Gregory IL Peasch, Licensed Land Surveyor
finn..ts. License No. 24992
STATE OF llrn,�NESOTA
COUNTY OF HENNEPIN
e No. 1-499-1.
(Printed more) (Signature)
NotaryPublic.County.Manesota MyCommissionExpims
CITY COUNCIL, CITY OF OTSEGO, MITMSOTA
zi- This plat of RASPBERRY HILLS was app—d and accepted by the Cit� Gunned of the City of Otsego, Nfirriesota, at A regular meeting thereof held thiq__ day of� 20_ and said plat is in
complianc e � th the provisions of Mumesoch Statures, Section 565.03, Subd. 2.
By Alayor B, Clerk
WRIGHT COUNTY SURVEYOR
I hereby certify that in accordance wifli 1%firricsom Stathats, Section 505.021, Subd. 11. this plat has been reviewed and approved this day of 20
Wright County S—ryc
WRIGHT COUNTY AUDITOR
EJEARINGORIENTATTON M,EA,5TL1JVF0FT?1F5W Pursuant to Nfirresots, Statutes, Section 272-12, there am on deli-Itiere taxes the lend herhiribrfore desrrib�d this plat and trausler entered this day of 20�_
114 0F5EC770N 2 1. TOWT15HIP 121. R. 2315
A55UMED TO BE4R SOUTH 00*20'45'EA5r
50 33 By:
Wright County Auditor Depty
WRIGHT COUNTY TREASURER
L Puramit to Alimicaota Stimms, Section 505.021, Solid. 9, taxes payable for the yen 2Q— on the land herembeftre described have bern paid this — day of 2Q
----------- — — — — --
286.92
R 7—
"I IT,' T
r" T
VICINITY MAP
F _T_
SCALE IN FEET
0 60 120 180
1 INCH — 60 FEET
_j
Wright County Treasurer Deputy
WRIGHT COUNTY RECORDER
Ihe,eby cerely thatthis instrunicutwas filedin the offi� offlue, ComityRecorder furecoord on this—dayof— 20 at AL and —a duly
recorded in Cabinet No. . Sleeve . m Document No�
Wright County Recorder
The Gregory Group, Inc. d.b.a.
LOT SURVEY'S COMPANY
LAMD SURVEYORS
F— — — — — —
50
RASPBERRY HILLS
KNOW ALL PERSONS BY THESE PRESFNTS: That Teremyj. U-11 and Cherlyrin AL U -Ill, fee a Minnesota banking corporation, mortgageeof the following described propertl- situated in the
County ofV'right, State of' \Imuesoth, to wit,
A 15 Acre bent in the North Hdfof the SomhwW Quarter ofSection 21, Township 121, Range 23, den'ibed as Rill—
The North 990.0 feet of the East 660.0 feet ofsaid Somhwrat Quarter more p-ticuady described to wir. Beginning atthe Northeast conice of said Southarat Quarter of Section 21, thence West gong the North line of said
SouthwetQuarn, 660.0 feet; thence Southerly parallel with the East line F,.id Southwest Quartu 990.0 feet, thence Easterly parallel with die North line of said Sombwest Quarter 660.0 feet to the East line of said
Qn
S.nthwc:t wer, thence Northerly 990.0 feet more or less to the point ofbegiiihning.
Has caused the same to be a—vey-ed and planed as R-ASP13ERRY EULLS and does h by dedicate to the public &r public me the roadways and drainage and utility cascrunits as created by this plat.
In withicss whereofsaidjerannyj. Uzzell and Ched)=.',L Ueaell have bereento set their hands this— day of� 20L. --
By By
jer—yj. U.cll Chrdymh M. U -ill
STATE OF 2103,11NESOTA
COUNTY OF
This imohomeritwas acknowledged belom me this — day of � 20— by jemmyj. UzseU and Chedynn M. U-11
(Ninwd moir) (Signature)
NotaryPublic.Comitnt,linmesom My Commission Expire
In witheas wh—Esaid lfinnesots. bariking corporation, has caresed these presents to be signed by its proper officer this__ Bay of� 20L_.
By
(Sig-amne)
(Title)
STATE OF11BNNFSOTA
COUNTYOF
This i-ohiment —a sclunowledged before me rhis — day f — 20— by ofMininvest Bank But 2%lamwnt Bank Central, a Nlinnesera
banking corporation, on li�hdf.f the othporation.
(Printed name) (Sigiumem,
N.mryPubIir_Ccmy,,T,lmnasota MyOmorrissi—Expire
I Gregory R. Posach do hereby cn� that this plat wax prepared by me or under my direct supmision; that Ism, a doly Licensed Land Survevorin die State ofiNfinnescita; that "a plat is a couroct representation of th� boundary
shieve),, that all mathematical datz and labelsara comedy dcsigusuo� m, this plat, that allcomin-an. depicted on his plat have been, or will b� correctir set within one yen, that all water boundaries and wet lands as defined in
Dated this of �20
Gregory IL Peasch, Licensed Land Surveyor
finn..ts. License No. 24992
STATE OF llrn,�NESOTA
COUNTY OF HENNEPIN
e No. 1-499-1.
(Printed more) (Signature)
NotaryPublic.County.Manesota MyCommissionExpims
CITY COUNCIL, CITY OF OTSEGO, MITMSOTA
zi- This plat of RASPBERRY HILLS was app—d and accepted by the Cit� Gunned of the City of Otsego, Nfirriesota, at A regular meeting thereof held thiq__ day of� 20_ and said plat is in
complianc e � th the provisions of Mumesoch Statures, Section 565.03, Subd. 2.
By Alayor B, Clerk
WRIGHT COUNTY SURVEYOR
I hereby certify that in accordance wifli 1%firricsom Stathats, Section 505.021, Subd. 11. this plat has been reviewed and approved this day of 20
Wright County S—ryc
WRIGHT COUNTY AUDITOR
EJEARINGORIENTATTON M,EA,5TL1JVF0FT?1F5W Pursuant to Nfirresots, Statutes, Section 272-12, there am on deli-Itiere taxes the lend herhiribrfore desrrib�d this plat and trausler entered this day of 20�_
114 0F5EC770N 2 1. TOWT15HIP 121. R. 2315
A55UMED TO BE4R SOUTH 00*20'45'EA5r
50 33 By:
Wright County Auditor Depty
WRIGHT COUNTY TREASURER
L Puramit to Alimicaota Stimms, Section 505.021, Solid. 9, taxes payable for the yen 2Q— on the land herembeftre described have bern paid this — day of 2Q
----------- — — — — --
286.92
R 7—
"I IT,' T
r" T
VICINITY MAP
F _T_
SCALE IN FEET
0 60 120 180
1 INCH — 60 FEET
_j
Wright County Treasurer Deputy
WRIGHT COUNTY RECORDER
Ihe,eby cerely thatthis instrunicutwas filedin the offi� offlue, ComityRecorder furecoord on this—dayof— 20 at AL and —a duly
recorded in Cabinet No. . Sleeve . m Document No�
Wright County Recorder
The Gregory Group, Inc. d.b.a.
LOT SURVEY'S COMPANY
LAMD SURVEYORS
w
0
Q
RASPBERRY HILLS
KNOW ALL PERSONS BY THESE PRESFNTS: That Teremyj. U-11 and Cherlyrin AL U -Ill, fee a Minnesota banking corporation, mortgageeof the following described propertl- situated in the
County ofV'right, State of' \Imuesoth, to wit,
A 15 Acre bent in the North Hdfof the SomhwW Quarter ofSection 21, Township 121, Range 23, den'ibed as Rill—
The North 990.0 feet of the East 660.0 feet ofsaid Somhwrat Quarter more p-ticuady described to wir. Beginning atthe Northeast conice of said Southarat Quarter of Section 21, thence West gong the North line of said
SouthwetQuarn, 660.0 feet; thence Southerly parallel with the East line F,.id Southwest Quartu 990.0 feet, thence Easterly parallel with die North line of said Sombwest Quarter 660.0 feet to the East line of said
Qn
S.nthwc:t wer, thence Northerly 990.0 feet more or less to the point ofbegiiihning.
Has caused the same to be a—vey-ed and planed as R-ASP13ERRY EULLS and does h by dedicate to the public &r public me the roadways and drainage and utility cascrunits as created by this plat.
In withicss whereofsaidjerannyj. Uzzell and Ched)=.',L Ueaell have bereento set their hands this— day of� 20L. --
By By
jer—yj. U.cll Chrdymh M. U -ill
STATE OF 2103,11NESOTA
COUNTY OF
This imohomeritwas acknowledged belom me this — day of � 20— by jemmyj. UzseU and Chedynn M. U-11
(Ninwd moir) (Signature)
NotaryPublic.Comitnt,linmesom My Commission Expire
In witheas wh—Esaid lfinnesots. bariking corporation, has caresed these presents to be signed by its proper officer this__ Bay of� 20L_.
By
(Sig-amne)
(Title)
STATE OF11BNNFSOTA
COUNTYOF
This i-ohiment —a sclunowledged before me rhis — day f — 20— by ofMininvest Bank But 2%lamwnt Bank Central, a Nlinnesera
banking corporation, on li�hdf.f the othporation.
(Printed name) (Sigiumem,
N.mryPubIir_Ccmy,,T,lmnasota MyOmorrissi—Expire
I Gregory R. Posach do hereby cn� that this plat wax prepared by me or under my direct supmision; that Ism, a doly Licensed Land Survevorin die State ofiNfinnescita; that "a plat is a couroct representation of th� boundary
shieve),, that all mathematical datz and labelsara comedy dcsigusuo� m, this plat, that allcomin-an. depicted on his plat have been, or will b� correctir set within one yen, that all water boundaries and wet lands as defined in
Dated this of �20
Gregory IL Peasch, Licensed Land Surveyor
finn..ts. License No. 24992
STATE OF llrn,�NESOTA
COUNTY OF HENNEPIN
e No. 1-499-1.
(Printed more) (Signature)
NotaryPublic.County.Manesota MyCommissionExpims
CITY COUNCIL, CITY OF OTSEGO, MITMSOTA
zi- This plat of RASPBERRY HILLS was app—d and accepted by the Cit� Gunned of the City of Otsego, Nfirriesota, at A regular meeting thereof held thiq__ day of� 20_ and said plat is in
complianc e � th the provisions of Mumesoch Statures, Section 565.03, Subd. 2.
By Alayor B, Clerk
WRIGHT COUNTY SURVEYOR
I hereby certify that in accordance wifli 1%firricsom Stathats, Section 505.021, Subd. 11. this plat has been reviewed and approved this day of 20
Wright County S—ryc
WRIGHT COUNTY AUDITOR
EJEARINGORIENTATTON M,EA,5TL1JVF0FT?1F5W Pursuant to Nfirresots, Statutes, Section 272-12, there am on deli-Itiere taxes the lend herhiribrfore desrrib�d this plat and trausler entered this day of 20�_
114 0F5EC770N 2 1. TOWT15HIP 121. R. 2315
A55UMED TO BE4R SOUTH 00*20'45'EA5r
50 33 By:
Wright County Auditor Depty
WRIGHT COUNTY TREASURER
L Puramit to Alimicaota Stimms, Section 505.021, Solid. 9, taxes payable for the yen 2Q— on the land herembeftre described have bern paid this — day of 2Q
----------- — — — — --
286.92
R 7—
"I IT,' T
r" T
VICINITY MAP
F _T_
SCALE IN FEET
0 60 120 180
1 INCH — 60 FEET
_j
Wright County Treasurer Deputy
WRIGHT COUNTY RECORDER
Ihe,eby cerely thatthis instrunicutwas filedin the offi� offlue, ComityRecorder furecoord on this—dayof— 20 at AL and —a duly
recorded in Cabinet No. . Sleeve . m Document No�
Wright County Recorder
The Gregory Group, Inc. d.b.a.
LOT SURVEY'S COMPANY
LAMD SURVEYORS
E
Lill "60
Legal Descriptions
DA
,5,30
11 A 11
A" 1
la�.' as. ce �oi
SWH I., w(S)=a 1:. RIM=Sel.15
A
A
S�L�24-ROP@3 78% I
7�" - iw�rrS.17
M -STING LEGAL DESCRIPTION:
I Ma=� So I L- I. '7 V
Iw(w)=WS.4
sm.
I . . I L L.
S�H I a Lle
STYCH 16 - - - - -
A 15 in the N -h Hlf of die South- Qu -ter of Seed- 21, T -ship 121, Riier
NV(N)-871.89'
INV P 75- -
9
1EE—)S7.-- INV
MM=M.42 - - -
MMM, s' lww�n.ss z - - -
a-- -69 L -/
de� b,d .
�� - fec"f' "'t 660.0 f�t ef,eid Seadi-st Q— � piumadily
L - - - - - - -
—1al-I'2,r 2.R% � - - - - - - - - - - - - - - - - - - - - I t '90
d-zli,d c ,it Begiii�g be N -ho- c— f.eid S -h- Q— of Section 21,
660.0fieecth-S-thefly
<<—<< <<—<<—<<—<
I 'R P@1.34% 1\
< .32 LF 2�'R 4
<<—<<
�SSUFSO�RCP@GA 329UF3VRCP@IL,1S%
is
N—AAIENUE AIE � , 8'
flbeE�,tli...f,.idSuth-Quseecq
r,
01-FlYR P@5.79% 32�15�RCP@4.n%
35 LF 21V'�?P @ 2.44%
U a-- lurWT-W W
AMN 01
X RIW s'
1-1!. -73 as
Zoning & Development n
194.69
4 -676 - __�
105
- -Z
1 ILF 2 �'�,P 1�2. % z
4" RC-
ZONING CLASSIFICATION AND STANDARDS:
r-------
Current Zoning Classification - A-1
virOP0SEOF4SEIffJSVTL[NE
INV�57S.17
Prop ad Zoning Classification - R-3 (ResIderifial-Long Range Urban District)
etback Requirements for R-3 City Zoning Ordinance:
NMVV�N) Z7U1 S LO
4"
per
Main Structure Only
FES
GF=885.7
11 -8857 wr-
iN 0
Front - 35 feet from right of my (local Street)
Interlor Side - 10 feet
PROPOSED LOT AREAS:
LF=883.0
C mer Side Street. 35 feet (local 3treet)
Lot 1, Blockl =44092sq.ft
Lot 2, Block 1 49774
r - 9t
sq.ft
ins;
Lot 3, Block 1 44065 Sq.ft
Lot 4, Block 1 57326 sq.ft
I
L 5 Bla k1 =4 8 3
Minimum Lot Requirements: Z"t
L
Let Are. - 1 or- (43560 q.ft) Lot
Lot 7, Black 1 53898 Sq.ft
'L 'A
C/
Lot Width - 150 feet
Come, Lot Width - 175 feet Lot 8, B ock I - 5 006 Sq.It
P
Let Depth feet c 1 = 45254 c.ft
.100
Builcfing Height - 2 Ir2 Stories or 35 feet Lot 10 Block I = 4T768 sq.ft
P,24. Well it.
OuUotA=Tgg2sq.ft
Maximum Impevious Surface 30% of Lot area. Outict B = 9442 sefft
Oullot C=1 1647
-z
c IL ---
=gR%0,:;U'.IIet
q.ft
--------- --- - -8", 6Day
Ots MIN 5533
go,
DENTIA - URBAN STREE-r SECI IUN - U I L)N
'L J 4 FES IS3 a
UJ
not to sCale
I .- .1- 1 ( 11
-if 1 / (A
CL i
/ / ///
t:- U
60'
16, 28 B - 0 16,
17
I
... ........
OLTMOT
-i
Z
14' R
SWH 114
RIM= -.15
:wW-S s.. SbNO
1 V:3H I SLOPE 1/3" P 'V:3H
IW(E)-
WIND- 7S.. 1-0
.1 GF= 8.8�7ri
------ -9264.0c
'5-
MAXIMUM
PLATE 704
CONCRETE CURB &
L
Lr
"V
00
R R RITU 1110111 MAT GUTTER PLACED ON
PPROVED SUBGRADE
660
C CLASS 5 GRAVEL BASE (MODIFIED) 29* WIDTH
L7
D APPROVED SUBGRADE 30' WIDTH
USHTP
R VALUE SIGMA NIS
WAIR C- a 'Us' 3
6
GF -07 .1
�D LF=439.9.3
SOIL
23S. Sa
CLkSS LWE W350308 o'
11-70 S
R-21 moo.
a 1,
0
1ODYr FT�d - 585.23
'cIi DaS,rr
.1
SU13JECT TO REVIEW BY QUALIFIED SOILS ENGINEER
CB IS
SM QU 0 -L
11 gra WO=891.7
MINIMUM ALLOWABLE DESIGN THICKNESS
R VA E OF LESS THAN 20 REQUIRES 4" GRAVEL
5"'01
WE BENEATH CONCRErE SIDEWALK
A
MISCELLANEOUS NOTES
0 UTLOT B i A 05,
V
Pp.rty Address: B465 O'Deem A- NE, Oftiag., MN
h
PIDN.. 118500213101
7
Adjoining
JN
TRI. cornmil-I.Ii-frIg Legal diiscripti-nd -aarnsint-f ..,it net pro,!d.d.
0,0oi
Scott & Jan�'-"
in,
9'
Tt,i Am, of P-1 = 853389 Sq.ft
Ssa�
Property Win Flood Zen, 'C"(- of minimal flooding) per FEMA map number Z70747 -0002A, Dated
73 -q
September 30.199Z
/t ---- ----------
I I"L L
11., �'e �'
g
Owner: Developer.
Jeremy & Cherlynn Uzzell Jeremy Uzzell
A
Adjoining Omer: N' ", / / �- / b
g -,\J
5465 O'Dean Ave. NE 8465 O'Dean Ave. NE
84950'Der, ve.N�E.0411- I ei I
5533k I Adjoi*M Uwnre
A
Bill &Arm Kraus N, G9NOZ " / // ; 1, / /
8300 Ochoa Ct. NE �77/1-` -49VL1.YJN
Otsego, MN 55330 Otsego, MIN 55330
I�Crystal Larson I I I
Ma a,
Olsen., MIN 55330 eo
0
FA
i
z
>,-/ / I /I I
I
/ /N — I // /
- , 1// /
a SO 100
DESIGNED BY.
Irb. n[y ass...e. sh-is ft. plti f .-,d i—fien -WH by dir-
THE GREGORY
REVISIONS
PROJECT NO. 80854
-nd
RASPBERRY HILLS
CIVIL ENGINEERS AND LAND SURVEYORS Jeremy & Cherlynn Uzzell
GROUP, INC.
PRELIMINARY PLAT
10-18-17 joi,LY-t
DRAWN BY.
SHEET NO.
DTE
8465 O'DEAN AVENUE NORTHEAST
OTSEGO, MINNESOTA
7601 73RD AVENUE NORTH, BROOKLYN PARK, NIN 55429 8465 O'Dean Ave. NE
(763)560-3093 FAX -(763)56D-3092 Otsego, MIN 55330
Land Surveyors and _lotsunireyseempany.com
n
Civil Engineers
OF
CHECKED BY.
GRP
CERTIFICATE OF SURVEY PROPERTY ADDRESS: XXXX 95th St. NE, Otsego, MN PID#118500164304
ohw----�� ohw- ohyv----A- ohw- ohyt---_- ohv,- ohw- ohw- ,hw- ohw- ohw-
-for- Modern Construction
(SHEET 2 OF 2 SHEETS) 'N' X 882.2
NOTES AND �EjVER-ohw
- CONTRACTOR TO VERIFY HOUSE DIMEq-SlbffS-, ohw- ohw- ohw- ohw- ohw ohw-ohw ohw ohw-
AND BASEMENT DEPTHS.
- FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL
BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE
CO
BUILDING. ohw-ohw-ohw-Oht�,��ohw-ohw-ohw ---------- 7., / ohw I
- FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE -,QfTW-ohw-jhw-
WITH TURF ESTABLISHMENT.
I __-::�--UNITED POWER ASSOCIA-nON 6ASEMENTWZ:_:Z_Z - - - - - - - - - - - - - - - - - - - - - - - -
- DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY.
FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY
CONTRACTOR X 87,7. 880.6
- CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. fo,"Idati,
OF e OUth
/X 878.2 aser?7erit I �ql.4
FoUrldajfor�_ 880.8 8 1 1.0 X
Q57'
Of easer17 k' '�p
80(j th
SB
/ ;�
- NO GRADING PLAN EXISTS FOR THIS
PROPERTY. BUILDER RESPONSIBILITY TO
RESEARCH GROUND WATER AND SOILS OF
SITE. SOIL BORINGS MAY BE WARRANTED
HOWEVER IS BUILDERS RESPONSIBILITY.
*5 COURSE LOOKOUT*
PROPOSED ELEVATIONS
GARAGE FLOOR 883.0
TOP OF BLOCK 883.4
LOWEST FLOOR 880.2
LVGEND
(:��
DENOTES PROPOSED ELEVATION.
X 1011.2
DENOTES EXISTING ELEVATION.
DENOTES DIRECTION OF DRAINAGE.
DENOTES METAL SPIKE
DENOTES IRON MONUMENT FOUND
0
DENOTES ]RON MONUMENT SET
SB
DENOTES SOIL BORING
ohw-
DENOTES OVERHEAD WIRE
I hereby certify that this plan, survey or rep
me or under my direct supervision and that
Land Surveyor under the laws of the State
3
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4 82�2 0 C�v
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boo
--- - - - --- - z 881.2 882.2
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-;q" Rev. 11/08/17, new house plan
ERIC R. VICKARY6US Date:Sel2t. 27th. 2017 Rea. No. 44125
JOB #17313
CONTOURS
88W-5.5 FOUND -1/W IRON
_O�
P PIPE, RLS#1334k
IP
8 8
4.9
0 30
IN FEET
1 inch = 30 ft.
NORTH
884.5
E
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pr,
(approx. tocatio.)
06 1�1'
age
F f ACRE LAND SURVEYING-,.:...
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c
area and beyond
763
7-458-2997 acrelandsurve"I gmail.com
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C,\Users\erlcj\DneDrive\CAD-lD\17313hs-Modern-Otsego\dwg\17313hs,ciwg 11/8/2017 2142,18 PM CST
CERTIFICATE OF SURVEY PROPERTY ADDRESS: XXXX 95th St. NE, Otsego, MN PID#118500164304
�w
-Ohw ------ chw- ohw- k,-- ohw- ohW---- ohw- ohw- ohw- ohw- ohw- ohw
-for- Modern Construction 8B3.3
(SHEET 2 OF 2 SHEETS) 88Z2
NOTEShw ohw- ohw- ohw- ohw- ohw ohw- ohw 0 30
- CONTRACTOR TO VERIFY HOUSE DIMEN-SM-S, -AND tnVER--o ohw ohw
AND BASEMENT DEPTHS.
- FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL IN FEET
BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE
CID 1 inch 30 ft.
BUILDING. -.h - hw-,,h,,-Ohl�",��ohw-ohw-ohw----------/4-ohw-,�
- FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE trw-ohw-1h, ohw--E�,
WITH TURF ESTABLISHMENT. ENT
- DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. _�::----UNITED POWER ASSOCIATICNeASEM ------------------------- NORTH
FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY I �11
CONTRACTOR x 877, ' "?< 880.6
- CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. 11"/ four1dqtio.
- NO GRADING PLAN EXISTS FOR THIS
PROPERTY. BUILDER RESPONSIBILITY TO
RESEARCH GROUND WATER AND SOILS OF
SITE. SOIL BORINGS MAY BE WARRANTED
HOWEVER IS BUILDERS RESPONSIBILITY.
*5 COURSE LOOKOUT*
PROPOSED ELEVATIONS
GARAGE FLOOR 883.0
TOP OF BLOCK 883.4
LOWEST FLOOR 880.2
LEGEND
(:��
DENOTES PROPOSED ELEVATION.
x 1011.2
DENOTES EXISTING ELEVATION.
DENOTES DIRECTION OF DRAINAGE.
DENOTES METAL SPIKE
DENOTES IRON MONUMENT FOUND
0
DENOTES IRON MONUMENT SET
SB
;�
DENOTES SOIL BORING
ohw-
DENOTES OVERHEAD WIRE
I hereby certify that this plan, survey or rep
me or under my direct supervision and that
Land Surveyor under the laws of the State
1) South -- , \ \
Of e N \
z X 878.2 qserrient
f0(Jf?dot- 880.8 1 x
lor�-
South ��p
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00 S
SQ 7. x
ftl�-3 -Z-)
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. _ - . .7 - - - - - / - N- . - - . t-- . - - - - - - - - - - - - - - - - - - --
. . . . . . . . . . . . - - ----- K"', -
V 881.2 882.2
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881.9 73 00 882.8 82,
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0 70
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4F
SQ all
A8L.12
B 00 882.1 e
/ / 1 40.0
RR9 R RR9-x- QQ
0
2:�=� Rev. 11/08/17, new house plan
ERIC R. VICKARY6US Date:Sept. 27th, 2017 Rea. No. 44125
JOB #17313
3.7
,I) KN
7
884.3
FES 12"
/884.4
886.9
(V
T (a "OUSE
I - PProx. location)
IND REBAR
CONTOUR:
885.5 FOUND -)/%7 IRON
PIPE, RLS#133�4
84.9
F f AGRE LAND SURVEYING7-.
Se-Nng Twin Cities Metro
area and beyond
763-458-2997 acrelandsur4agmail.com
10 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 118 119 1 20
Ci\Users\erlcj\DneDrive\CAD-lD\17313hs-Mociern-Otsego\ciwg\17313hs.clwg 11/8/2017 2142ilB PM CST
PROPERTY ADDRESS: XXXX 95th St. NE, Otsego, MN P1D#1 18500164304
CERTIFICATE OF SURVEY I---
ohw-----�-� ohw- ohw----)k- Ohw- oh.0'-__- ohw- ohw- ohw- hw- ohw- ohw
-for- Modern Construction I
(SHEET 2 OF 2 SHEETS) It 11 1 N, 882.2
NOTES \
- CONTRACTOR TO VERIFY HOUSE DIMEN-SMS, -AND §L1VEfT__0hw ohw-ohw-ohw-ohw_ohw ohw-ohw ohw ohw
AND BASEMENT DEPTHS.
- FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL
BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE C1q
CO
00
BUILDING. ohw-ohw-ohw-oh%6���ohw-ohw-ohw -------- 74- ohw-
- FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE ohw- jhw ohw-
WITH TURF ESTABLISHMENT.
'SOCIATION 6ASEMENT-zzz ------------------
- DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. UNITED POWER AE
FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY
CONTRACTOR x 877, 880.6
- CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. foLff7dot-
0_3' for? -
Ile Of e South
'*1- X 878.2 Qsert7ent I �ql.4
I
f0Lff7Cjqt- 880.8 �N x cil
0.57, /on- dq
Of e South
00 S7.
SQ O&errl- - /
- NO GRADING PLAN EXISTS FOR THIS
PROPERTY. BUILDER RESPONSIBILITY TO
RESEARCH GROUND WATER AND SOILS OF
SITE. SOIL BORINGS MAY BE WARRANTED
HOWEVER IS BUILDERS RESPONSIBILITY.
*5 COURSE LOOKOUT*
PROPOSED ELEVATIONS
GARAGE FLOOR 883.0
TOP OF BLOCK 883.4
LOWEST FLOOR 880.2
LEGEND
CaK]�)
DENOTES PROPOSED ELEVATION.
X 1011.2
DENOTES EXISTING ELEVATION.
DENOTES DIRECTION OF DRAINAGE.
DENOTES METAL SPIKE
DENOTES IRON MONUMENT FOUND
0
DENOTES IRON MONUMENT SET
SB
(;�
DENOTES SOIL BORING
ohw-
DENOTES OVERHEAD WIRE
I hereby certify that this plan, survey or report Vm,,:Z prepared by
me or under my direct supervision and that I am a dt4 Licensed
Land Surveyor under the laws of the State of Minnesota. --,,
8 2 2 0
881.8 81-1
. . . . . . - ---- X - - - - - - W
881.2 882.2
X 880�3 0 ".1'
00 2.8
7
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0 ' 0 0
CP
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1.2
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00 882.1
X
882.. 882:2F S 3.7
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0
0 s
7k
85.4 '!j r
884.1 885.7
FES 12"
Rev. 11/08/17, new house plan
ERIC R. VICKARY6US Date:Sept. 27th, 2017 Reg. No. 44125
JOB #17313
Q,
884.3
FES 12"
884A Ptt�
�_/�/1�886.9
0 30
IN FEET )
1 inch = 30 ft.
NORTH
10. Q
J I
A.
'V EX. HOUSE
(approx.
7 10C.a.tion)
OUND REBAR
-PROPOSED CONTOURS
�ae
4�
8 885.5 IRON &Ole 401C Z
-FOUND
185.5 F _ND 3 I�RON
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area and beyond
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CERTIFICATE OF SURVEY PROPERTY ADDRESS: XXXX 95th St. NE, Otsego, MN P1D#1 18500164304
ohw—::7�� ohw— ohw---A— ohw— ohv7-_— ohw— ohw— ohw— ohw— ohw-
-for- Modern Construction
(SHEET 2 OF 2 SHEETS)
NOTEShw chw— ohw— oh,— ohw— ohw ohw—ohw
— CONTRACTOR TO VERIFY HOUSE DIMEWSI'M-, —AND §nVEF-,—' h
AND BASEMENT DEPTHS.
— FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL
BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE 04
CO
CO
BUILDING. ohw— ohw— ohw— 0'hW�,� ohw— ohw— ohw -------- 74 ohw
— FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE —,QKW— ohw— jhW
WITH TURF ESTABLISHMENT. — -- / MENT-------
- DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. _—::=--UNITED POWER ASSOCIATION 16ASE —Zzz� — — — — — — — — — — — — — —
FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY
CONTRACTOR x 117�7411 zor 880.6
— CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. foUrldot, \
Q 31 or?— -
OF e SOLIth " Ole
asernent I �ql.4 Q7
x 878.2 fo(jr?d t. 880.8 x 04,-D
Ile 0 for?- Q
0-57' ;�--
so(Jth Nk ,, /
of e0serne r�. S7
SB
GARAGE FLOOR 883.0
TOP OF BLOCK 883.4
LOWEST FLOOR 880.2
CaKa)
DENOTES PROPOSED ELEVATION.
x 1011.2
DENOTES EXISTING ELEVATION.
1-1
DENOTES DIRECTION OF DRAINAGE.
DENOTES METAL SPIKE
DENOTES IRON MONUMENT FOUND
0
DENOTES IRON MONUMENT SET
SB
Q�
DENOTES SOIL BORING
ohw—
DENOTES OVERHEAD WIRE
I-,
I hereby certify that this plan, survey or report V?ss, prepared by
me or under my direct supervision and that I am a dt4y Licensed
Land Surveyor under the laws of the State of Minnesota. --,,
ohw
8 83.3
x 882.2
0 3
hw:� 1, 0
IN FEET
1 inch = 30 ft.
lohw�D,
NORTH
L.3 8152 11) 4 D
4 82.2 0 W
— — — — — — — — — —
881.2 882.2
881-9 882.8
x 880.3 x 0
70
0 -00 883.2
0 1164
8 /Y O'ge
884.5
1.2 88
00 882.1 e
'90.0
882 8824 r'V
3.7
882.6 &8-6
0
85.4
884.1
FES 12"
Rev. 11/08/17, new house plan
ERIC R. VICKARY6US Date: Sept. 27th, 2017 Rea. No. 44125
JOB #17313
885.7
884.3
ES 12"
/884..4
///���M86.9
1-fOUSE:
(a
'.)70 ' PProx- loca tion)
OUND REBAR
-PROPOSED CONTOURS pa' -50- �'1?11�00
CV'
IV
885-5 FOUND—I/%! IRON
—"86
88545 F ND N
I< 3 0
3 49
PIPE R
PIPE, RLS#I 3
84.9
a
f A E L MD SOR I
s e I met 0,
e ing tiiMh CRIes Met bor—
area and beyond
763-458-2997 acrelandsur4agmail.com
10 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 118 119 1 20
C,\Users\erlcj\DneDrlve\CAD-lD\17313hs-Moolern-Otsego\clwg\17313hs,clwg 11/8/2017 2142,18 PM CST
CERTIFICATE OF SURVEY PROPERTY ADDRESS: XXXX 95th St. NE, Otsego, MN PID#118500164304
for- Modern Construction
pHEE1 4,,yr 2 SHEE15) NE Comer/�Wi/4 of SE1/4-,
��882.0 S89033'40?YW 875.17
,-FND.5 OPEN
A .881.
IFNDLS 13349 t
SEE DE'TAILON SHEET 2 OF 2--
CONTRACTOR Land Surveyor under the laws of the State of Minnesota. ACRE LAND SURVEYING
— CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. Serving Twin Cities Metro
— Contours shown hereon from http: //arcgis.dnr.state.mn.us/maps/mntopo. area and beyond
Spot checks were made and topography was adjusted to best match field Rev. 11/08/17, new house plan f763-458-2997 acrelandsur4a'grnail.dom
observed elevations. ERIC R. VICKARYOUS Date:Sel2t. 27th, 2017 Reg. No. 44125" 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 118 1 9 120
JOB #17313 C,\Users\ericj\OneDrive\CAD-lD\17313hs-Moclern-Otsego\clwg\17313hs�olwg 11/8/2017 2142,18 PM CST
ohw-
ohw� ohw------ohw -,Ph
OTI W ohw-
ohw- ohw
ohw
0
ohw ohw- oh)�� ohw
0 hw POWER ASSOCIAMN EASEMENT----�
0
2
ohw-ohw---�i��ohw-o
1
1",
61
ohw-
h ohw Ohw- ohw
ohw- ohw ohw- o
ohw
ohw
7
0 60
sA
1 63
02
';e
6883.5
WEL L
IN FEET
1 inch= 60ft.
(6
NORTH
LEGEND
NOTES
DENOTES PROPOSED ELEVATION.
cwmtft
x 1011.2
DENOTES EXISTING ELEVATION.
\39
This survey was prepared without the benefit
DENOTES DIRECTION OF DRAINAGE.
of titlework. Easement, appurtenances and
z
DENOTES METAL SPIKE
encumbrances may exist in addition to those
9
DENOTES IRON MONUMENT FOUND
shown hereon. This survey is subject to revision
0
DENOTES IRON MONUMENT SET
upon receipt of a title insurance commitment or
@
DENOTES WELL
attorneys title opinion.
ohw—
DENOTES OVERHEAD WIRE
Field survey conducted on 08/25/17'.
BEARING'S SHOWN ARE ON ASSUMED DATUM.
LEGAL DESCRIPTION
CONTRACTOR TO VERIFY HOUSE DIMENSIONS, AND
SEWER
AND BASEMENT DEPTHS.
That part of the Southwest Quarter of the Southeast Quarter of Section 16, Township
— FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL 121, Range 23, Wright County, Minnesota, which lies north of the centerline of County
BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT
THE
Highway No. 39. The centerline of said Highway is described as a line from a point
BUILDING.
on the east line 446.92 feet south of the northeast corner to a point 945.17 feet
— FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE
west of the northeast corner, EXCEPT tract described on Doc. 788418.
*Above description per inspection of legal description found on County tax website.*
WITH TURF ESTABLISHMENT.
— DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES
ONLY.
I hereby certify that this plan, survey or report was prepared by
FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY me or under my direct supervision and that I am a duly Licensed
CONTRACTOR Land Surveyor under the laws of the State of Minnesota. ACRE LAND SURVEYING
— CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. Serving Twin Cities Metro
— Contours shown hereon from http: //arcgis.dnr.state.mn.us/maps/mntopo. area and beyond
Spot checks were made and topography was adjusted to best match field Rev. 11/08/17, new house plan f763-458-2997 acrelandsur4a'grnail.dom
observed elevations. ERIC R. VICKARYOUS Date:Sel2t. 27th, 2017 Reg. No. 44125" 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 118 1 9 120
JOB #17313 C,\Users\ericj\OneDrive\CAD-lD\17313hs-Moclern-Otsego\clwg\17313hs�olwg 11/8/2017 2142,18 PM CST
CERTIFICATE OF SURVEY PROPERTY ADDRESS: XXXX 95th St. NE, Otsego, MN P1D#1 18500164304
for— Modern Construction
(SHEET 1,,OF 2 SHEETS)
NE Come
882.0 S89033'40"W r/9W1/4 of SE1/4-,
z* FND.5 OPEN 875.17
A
r IFNDLS 13349
SEE DEhILON SHEET 2 OF 2--
ohw- oh --Ov- lop-,
------------ L:�_ _rTW
onw 0 ��ohw_ohw_ahw
ohw 0 'NtR POWER ASSOCIATION EASEMENT----,\
ohw ohw-ohvy,-1 oh - hw ohw- oh &
�__�i��ohw_ovyv
I
-Ohw--.h ohw oh w� ohyv ohw-ohw ohw_0 0hW
ohw
7
60
80 .2
. . . . . . . . . . . . . . . . . . . . . . . .
MIS
6W883.5
ELL
IN FEET
1 inch = 60ft.
NORTH
LEGEND
CaR:�) DENOTES PROPOSED ELEVATION. CWTOM
NOTES X 1011.2 DENOTES EXISTING ELEVATION.
,-- DENOTES DIREC11ON OF DRAINAGE.
— This survey was prepared without the benefit DENOTES METAL SPIKE
of titlework. Easement, appurtenances and
encumbrances may exist in addition to those DENOTES IRON MONUMENT FOUND
shown hereon. This survey is subject to revision 0 DENOTES IRON MONUMENT SET
upon receipt of a title insurance commitment or 0 DENOTES WELL
attorneys title opinion. oh- DENOTES OVERHEAD WIRE
Field survey conducted on 08/25/17'.
BEARING'S SHOWN ARE ON ASSUMED DATUM. LEGAL DESCRIPTION
CONTRACTOR TO VERIFY HOUSE DIMENSIONS, AND SEWER
AND BASEMENT DEPTHS. That part of the Southwest Quarter of the Southeast Quarter of Section 16, Township
— FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL 121, Range 23, Wright County, Minnesota, which lies north of the centerline of County
BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE Highway No. 39. The centerline of said Highway is described as a line from a point
BUILDING. on the east line 446.92 feet south of the northeast corner to a point 945.17 feet
— FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE West of the northeast corner, EXCEPT tract described on Doc. 788418.
WITH TURF ESTABLISHMENT. *Above description per inspection of legal description found on County tax website.*
— DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. I hereby certify that this plan, survey or report was prepared by
FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY me or under my direct supervision and that I am a duly Licensed
CONTRACTOR Land Surveyor under the laws of the State of Minnesota. ACRE LAND SURVEYING
— CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. SerAng Twin Cities Metro
— Contours shown hereon from http://arcgis.dnr.state.mn.us/maps/mntopo. area and beyond
Spot checks were made and topography was adjusted to best match field Rev. 11/08/17, new house plan f763-458-2997 acrelandsurveymgmail. m
observed elevations.
ERIC R. VICKARYOUS Date:Sept. 27th, 2017 Rea. No. 44125" 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 1,,, �10120
JOB #17313 C,\Users\erlcj\OneDrive\CAD-lD\17313hs-Moclern-Otsego\clwg\17313hs,dwg 11/8/2017 2142,18 PM CST
WRIGHT COUNTY. MINNESOTA
CITY OF OTSEGO,
WRIGHT COUNTY
MON
SITE
LOCATION
SITE DEVELOPMENT PLANS
F&M
RASPBERRY HILLS
CITY OF OTSEGO, MINNESOTA
mm^ lc7^-r
9 13?0 2�40
5CALZ IN FEET
CALL 1110RI YQ1 1111
Gopher State One Call
TWIN CITY A EA: 651454aO2
TOLLFREE 140D�252-1166
ENGINEER / LAND SURVEYOR: DEVELOPER
THE GREGORY GROUP
SHEETINDEX
7601 73RD AVENUE NORTH
THIS PLAN CONTAINS 12 SHEETS
SHEET NO.
DESCRIPTION
ci
TITLE SHEET
C2
DETAILS
C3
DETAILS AND CONSTRUCTION NOTES
C4
DETAILS AND SWPPP NOTES
C5
SWPPP
C6
EXISTING TOPOGRAPHY AND REMOVALS PLAN
C7
GRADING AND DRAINAGE PLAN
C8
TREE PRESERVATION PLAN
C9
STREET AND STORM SEWER PLAN AND PROFILE
C10
STORM SEWER PLAN AND PROFILE
C11
DEVELOPMENT PLAN
C12
LANDSCAPE PLAN
CALL 1110RI YQ1 1111
Gopher State One Call
TWIN CITY A EA: 651454aO2
TOLLFREE 140D�252-1166
ENGINEER / LAND SURVEYOR: DEVELOPER
THE GREGORY GROUP
JEREMY U77ELL
7601 73RD AVENUE NORTH
8465 O'DEAN AVENUE NORTHEAST
I�
MINNEAPOL S, MINNESOTA 55428
OTSEGO, MINNESOTA 55330
(763)560-3093
(763)479-3605
ENGINEER: JEFF PRASCH, PE
LAND SURVEYOR: GREGORY R. PRASCH, RLS
BENCHMAR : MNDOT MONUMENT "C 121 23" LOCATED 30.0 FEET SOUTH
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF
MASON AVENUE NORTHEAST.
ELEVATION = 943.50 FEET (1929 NGVD)
APPROVED: RONALD J. WAGNER, P.E.
OTSEGO CITY ENGINEER
DATE
FORM 1/2 PIPE SECT N OF
10,
LARGEST DIAMETER PIPE
GROUT BOTTOM To SLOPE
TOWARD PIPE AS SHOWN
BY ARROWS
SECTION A -
MANHOLE COVER SHALL- FRAME & CASTING (SEE
BE TYPE 11 WITH 27" MH & CS SCHEDULE),
ECCENTRIC OPENING.
, rADJUSTING RING(S)
PER STD PLATE 414
MA
X,MUM DISTANCE FROM RIM
TO FIR STEP IS 24".
STEPS I ..C.��
0 MANHOLE TO BE CONSTRUCTED OF
PRECAST CONCRETE SECTIONS MIN.
6 APPROVED STEPS PER-�—:.' CLASS III REINFORCEMENT, JOINTS
MN/DOT STANDARD CTED WITH
7. SHALL BE CONSTRU
I PLATE 4180J CONFINED O-RING GASKETS.
A VARIES A
PRECAST OR CAST IN PLACE
SEAL PIPES Lo ER SECTION
WITH GROUT
H I
FORM I /Z PIPE SECT
LARGEST DIAMETER PI
OTTOM TO SLOPE
TOWARD PIPE AS SHOWN
SECTION A -A BY ARROWS
CASTING NEENAH 3067
OR EQUIVALENT WITH
DL OR DR GRATE ADJUSTING RING(S)
PER STD PLATE 414
r—POURED OR PRECAST
L
CONCRETE MANHOLE BASE.
W_
FLOW 3i
F 0
F OW_
MANHOLE INVERT SHALL BE
(SEE SECTION A -A)
SLOPED TO PROVIDE SMOOTH
BASE
FLOW FROM INLET TO OUTLET.
6. 1
12 ft DEEP
SLAB—TOP MANHOL
B" 12 ft TO 20 ft ULLP
(STORM SEWER)
10" OVER 20 ff DEEP
NO SCALE
APM Ed.
Aft
Otswor
fgo
STANDARD PLATE NO.
400
R=60
MN/DOT STANDARD
REQUIRED IN I FOOT
EXTENT POSSIBLE, I.E.
FORM I /Z PIPE SECT
LARGEST DIAMETER PI
OTTOM TO SLOPE
TOWARD PIPE AS SHOWN
SECTION A -A BY ARROWS
CASTING NEENAH 3067
OR EQUIVALENT WITH
DL OR DR GRATE ADJUSTING RING(S)
PER STD PLATE 414
TOP OF CURB
.—D - PROVIDE SMOOTH
SINGLERLINE STEEL WIRE FABRIC
W_
FLOW 3i
F 0
F OW_
ROW LINE
(SEE SECTION A -A)
L�11E �-N
IN E
LIN
x 10/10 "M
COVER SLAB
4
MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET
Mn/DOT 4022A
CHIMNEY
APPR
0tCITY0F
MAXIMUM DISTANCE
FROM RIM TO
STEPS AS PER 5"
-PRECAST SEGMENTS AS
R=60
MN/DOT STANDARD
REQUIRED IN I FOOT
EXTENT POSSIBLE, I.E.
PLATE 4180J
E D E OF
OE OF
INSTEAD OF (4) 2 -
SHOULDER
RINGS
16" O.C.
EDGE OF
A
SEAL PIPE
PAVEMENT
NOT TO SCALE
WITH GROUT
48" HIGH M�/OOT PLATE
STANDARD PLATE NO.
705
REVISED
4005L LOWER SECTION
"INN rA "
A
L VL
30
2
32'
A CONCRETE
AND GUTTE�'
RESIDENTIAL CUL DE SAC
RURAL SECTION
TYPICAL CROSS GUTTER
NO SCALE
NO SCALE
APPROVE
0
sfgo
STANDARD
PLATE NO.
107
FORM I /Z PIPE SECT
LARGEST DIAMETER PI
OTTOM TO SLOPE
TOWARD PIPE AS SHOWN
SECTION A -A BY ARROWS
CASTING NEENAH 3067
OR EQUIVALENT WITH
DL OR DR GRATE ADJUSTING RING(S)
PER STD PLATE 414
TOP OF CURB
.—D - PROVIDE SMOOTH
SINGLERLINE STEEL WIRE FABRIC
W_
FLOW 3i
F 0
F OW_
HAVING AN AREA OF NOT LESS THAN
(SEE SECTION A -A)
L�11E �-N
IN E
LIN
x 10/10 "M
COVER SLAB
4
MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET
Mn/DOT 4022A
CHIMNEY
APPR
0tCITY0F
MAXIMUM DISTANCE
FROM RIM TO
STEPS AS PER 5"
-PRECAST SEGMENTS AS
FIRST STEP IS 24".
MN/DOT STANDARD
REQUIRED IN I FOOT
EXTENT POSSIBLE, I.E.
PLATE 4180J
MULTIPLES
INSTEAD OF (4) 2 -
RINGS
16" O.C.
-PRECAST LOWER SECTION
A
SEAL PIPE
A MINIMUM 367' HIGH MAXIMUM
NOT TO SCALE
WITH GROUT
48" HIGH M�/OOT PLATE
STANDARD PLATE NO.
705
REVISED
4005L LOWER SECTION
NOTES: '--MANHOLE INVERT SHALL BE
REINFO CING:
.—D - PROVIDE SMOOTH
SINGLERLINE STEEL WIRE FABRIC
FLOW FORM INLET TO OUTLET.
HAVING AN AREA OF NOT LESS THAN
(SEE SECTION A -A)
0*12 SO. IN. PSETR FOOT OFRHEIGKT�o
x 10/10 "M
ANDA D S M
R MANHOLE
- CATCH BASIN
MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET
3 NO SCALE
CHIMNEY
APPR
0tCITY0F
STANDARD PLATE NO.
BE DETERMINED BY TYPE OF
I
406
CURB AND GUTTER
.0 q..p
EXTENT POSSIBLE, I.E.
ADJUSTING RING(S)
PER STD PLATE 414
GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
BY ARROWS.
A A
PIPE
TOP VIE
CASTING NEENAH 3067 OR
/-EQUIVALENT WITH DL OR DR GRATE
/-WALL TO BE PRECAST
J/ SECTION OR CONCRETE
SEWER BLOC
24m X 36" PRECAST OPENINGS
>� SEAL WITH _'-4h /-AS REQUIRED
< GROUT
GROUT INVERT AS
SHOWN ABOVE RECTANGULA
SECTION A—
NOTES:
I. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR
5" PRECAST SLAB.
2. REINFORCING SHALL BE SINGLE LINE STEEL WIRE FABRIC
HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER
FOOT OF HEIGHT.
2' x 3' CATCH BASIN
NO SCALE
........ CITY Cp STANDARD PLATE NO.
FtE_Vl'S:E'5 0
deo 410
rA
FRAME CASTING PER MH &
5'
R�
CONCRETE ENCASED
VARIABLE
��_
ADJUSTING RINGS
6 x 6
x 10/10 "M
NOTE:
SURMOUNTABLE CURB AND
4026A
NOTE:
MAX 4 RINGS. MAX V,
CHIMNEY
DEPTH OF CONCRETE SHALL
HEIGHT
NUMBER OF ADJUSTMENT
BE DETERMINED BY TYPE OF
RINGS SHALL BE
MAX 16"
CURB AND GUTTER
i7v
EXTENT POSSIBLE, I.E.
SECTION AA
USE (2) 4" RINGS
INSTEAD OF (4) 2 -
RINGS
10' TAPER 10' TAPER
CURB TRANSITION (B 618) AT CATCH BASIN
NOT TO SCALE
APPROVED
otclwoF
seffo
STANDARD PLATE NO.
705
REVISED
5-10-07
"INN rA "
A
L VL
A CONCRETE
AND GUTTE�'
TYPICAL CROSS GUTTER
NO SCALE
APPROVE
ot 0
STANDARD PLATE NO.
702
ADJUSTING RING(S)
PER STD PLATE 414
GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
BY ARROWS.
A A
PIPE
TOP VIE
CASTING NEENAH 3067 OR
/-EQUIVALENT WITH DL OR DR GRATE
/-WALL TO BE PRECAST
J/ SECTION OR CONCRETE
SEWER BLOC
24m X 36" PRECAST OPENINGS
>� SEAL WITH _'-4h /-AS REQUIRED
< GROUT
GROUT INVERT AS
SHOWN ABOVE RECTANGULA
SECTION A—
NOTES:
I. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR
5" PRECAST SLAB.
2. REINFORCING SHALL BE SINGLE LINE STEEL WIRE FABRIC
HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER
FOOT OF HEIGHT.
2' x 3' CATCH BASIN
NO SCALE
........ CITY Cp STANDARD PLATE NO.
FtE_Vl'S:E'5 0
deo 410
rA
FRAME CASTING PER MH &
CB SCHEDULE
R�
CONCRETE ENCASED
ADJUSTING RINGS
PAVEMENT
�"D.T PLATE
NOTE:
SURMOUNTABLE CURB AND
4026A
B618 TYPE CURB AT CATCH
BASIN CASTING.
MAX 4 RINGS. MAX V,
CHIMNEY
GROUT PER JOINT.
HEIGHT
NUMBER OF ADJUSTMENT
MINIMUM 4*' -
RINGS SHALL BE
MAX 16"
MINIMIZED TO THE
i7v
EXTENT POSSIBLE, I.E.
- - - - - -
USE (2) 4" RINGS
INSTEAD OF (4) 2 -
RINGS
NOTES:
1. PRECAST CONCRETE OR BRICK CHIMNEY RINGS MAY BE USED FOR ALL
CATCH BASINS, EXISTING STORM MANHOLES, AND ANY NEW MANHOLES
OUTSIDE OF PAVED AREAS AND WITHIN CURB AND GUTTER.
2. STORM MANHOLES WITHIN PAVED AREAS SHALL USE HOPE "PLASTIC" RINGS
AND CONFORM TO STD PLATE 309
3. CONCRETE ENCASED ADJUSTING RINGS Mn/DOT PLATE 4026A
4. SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE
STORM MANHOLE ADJUSTMENT RINGS
ND SCALE
APPROVED
oa�., STANDARD PLATE NO.
REVISED
sfgo 414
'b
R�
NEENAH R-3067 CASTING
OR EQUIVALENT
NOTE:
SURMOUNTABLE CURB AND
GUTTER TO BE FORMED INTO A
B618 TYPE CURB AT CATCH
BASIN CASTING.
1 0 MIN. TRANSITION
SURMOUNTABLE CURB 10' MIN. TRANSITION
AND GUTTER 2- TOP CURB
EXPANSION JOINT
EXPANSION JOINT
J
V2
DESIGN GUTTER
LINE GRADE NO. 4 REBAnS ON EACH SIDE
OF CASTING 10 FEET LONG IN LENGTH
8618 CURB & GUTTER TO 8618 CURB
PLATE 704 GUTTER AT
CURB GUTTER CATCH BASIN T MATCH CASTING iGUTTER
2
-1
- - - - - - -- -
- - - - - -
- - -
OY2
10' TAPER 10' TAPER
CURB TRANSITION (B 618) AT CATCH BASIN
NOT TO SCALE
APPROVED
otclwoF
seffo
STANDARD PLATE NO.
705
REVISED
5-10-07
"INN rA "
BERM-- 886.5 ROCK FILTER BERM 887.6
INFILTRATION BASIN
FOREBAY
885.0 885.0 ... . ...
INFILTRATION BASIN CROSS SECTION
�,E3� NOTTOSCALE
NOTES:
I - ALL FILL ASSOCIATED WITH THE INFILTRATION BASIN SHALL BE
NATIVE CLEAN SAND.
2. ALL TOPSOIL SHALL BE REMOVED FROM THE INFILTRATION
AREAAND THE REMAINING TOP SIX (6) INCHES SHALL BE
SCARIFIED PRIOR TO PLACING FILL.
3. ONLY TRACKED EQUIPMENT SHALL BE ALLOWED IN THE
INFILTRATION AND FOREBAY AREA.
4. ROCK FILTER SHALL BE RIPRAP TYPE 2 AND 100 PERCENT
CRUSHED OR QUARRY RUN.
R.O.W. LINE
8% MAX, SLOPE 7
BITUMIN U
CONCREOTE.5'
R VALUE SIGWA N18
CLASS 5 GRAVEL
AGGREGATE BASE
OR GUV"
4" TH I CK CONCRETE APRON
WEAR
NON -WEAR
D11117A'
CLASS 3 OR 4
SOIL CLASS
NO SCALE
A. S'
3 Fr. TRANSITI N 10 FT.. CONCRETE APRON
313B
C.
DROP CUR:
A-3
R ..
1'
":C
10 FT.
- 2
.GUNT�..
A A
A-
A-6
2-2'X4' CAST IRON
.DR. CURB
2
2'
TRUNCATED DOME
-
12"
ASPHALT ROAD
PEDESTRIAN RAMP
1 /2'
NOTE:
INSERTS
3 FT. TRANSITION
MAXIMUM DRIVEWAY WIDTH
SHALL BE 24' WHEN LOCATED
URBAN DRIVEWAY SECTIO
2'
NO SCALE
IN A CUL-DE-SAC BULB.
MAX. SLOPE-\ R.O.W. UNE
APPROVED
(I,
oa�klo
STANDARD PLATE NO.
REVISED
706
�TMA;
E OF PAVEMENT
rE00GE
OR GRAVEL ROAD
"'/p
RURAL DRIVEWAY SECTION
'SD'N'E
R RESIDEN E
T
RIVEWAY
TRANSITION TO
..W. LINE
U E
GARAGE APRON AT
PROPE LINE IS
OWNERS OPTION.
30 MAX
I E
/-CURB Ub
A" MIN FROM
OCt ilErr 36' MAX
L
SO- MIN. FROM
-0 CTOR/
E
A
ARrTELRUIAL STREET
TYPICAL DRIVEWAY SECTIONS
NO SCALE
0a"TY0
STANDARD PLATE NO.
109
BERM-- 886.5 ROCK FILTER BERM 887.6
INFILTRATION BASIN
FOREBAY
885.0 885.0 ... . ...
INFILTRATION BASIN CROSS SECTION
�,E3� NOTTOSCALE
NOTES:
I - ALL FILL ASSOCIATED WITH THE INFILTRATION BASIN SHALL BE
NATIVE CLEAN SAND.
2. ALL TOPSOIL SHALL BE REMOVED FROM THE INFILTRATION
AREAAND THE REMAINING TOP SIX (6) INCHES SHALL BE
SCARIFIED PRIOR TO PLACING FILL.
3. ONLY TRACKED EQUIPMENT SHALL BE ALLOWED IN THE
INFILTRATION AND FOREBAY AREA.
4. ROCK FILTER SHALL BE RIPRAP TYPE 2 AND 100 PERCENT
CRUSHED OR QUARRY RUN.
3/4 -
WETLAND
GREEN LETTERING ON
WHITE BACKGROUND BUFFER
ZONE
WHITE LETTERING ON
BROWN BACKGROUND 3/ 4
WITH 3/4- LETTERING NO
Structures, Grading,
W T Mowing, or Filling
E Beyond This Point.
T
L 6
A
N ALTERNATE 1
D 16"
B WETLAND BUFFER SIGNS ARE TO
BE PLACED ALONG ALL
u WETLANDS IN RESIDENTIAL
F AREAS WHERE THE BUFFERS
F ARE REQUIRED.
E SIGNS SHALL BE INSTALLED ON
R A "U -POST" MOUNTING. (SEE
STANDARD PLATE 801)
SIGNS SHALL BE PLACED 20'
FROM THE EDGE OF THE
DELINEATED OR MITIGATED
WETLAND.
WETLAND BUFFER SIGN
NO SCALE
I I 06TY of STANDARD PLATE NO.
REVISED 804
FEB F90
INV=885.0
R-3406 2x3 BOX - REAR SECTION VIEW
ORAPPROVE
EQUAL 888.3
887.6
888.3
BASE SLAB
11-11"16,
�3 BOX - FRONT SECTION VIEW 2x3 BOX - TOP VIEW
r3 INFILTRATION BASIN OUTLET STRUCTURE
� �3 NOT TO SCALE
is,
IV:3H
28 8 - 2
C.
NOTE. STANDARD 48' HIGH 13RANGE SNOW FENCE OR ORANGE
SILT FENCE REOUIRED
STEEL 13R WOOD FENCE POSTS AS NEEDED
DEUNEATIDN OF TREE LINE PROTECTION SHALL EXTEND
CONTINU13USLY THROUGH PROTECTION AREA& TOTALLY
SURROUND INDIVIDUAL SPECIMENS AS NOTED, OR EXTEND
ACROSS THE FACE AND THE ENDS SHALL EXTEND GFT.
JACK FOR TREE LINE PROTECTION.
DELINEATION OF TREE LINE
TREE PP13TECMN PP.K.. SMALL ...
DELINEATI13N BE LOCATED AT THE OUTER
PERIMETER OF THE DRIPLINAE
is,
ELEVATION VIEW
SEE PLATE 704
CONCRETE CURB &
LA & B BITUMINOUS MAT GUTTER PLACED ON
APPROVED SUBGRADE
L C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH
D APPROVED SUBGRADE 30' WIDTH
5% PREFERRED SLOPE 3.0" BITUMINOUS MAT
8% MAX, SLOPE 7
AASHITP
R VALUE SIGWA N18
CLASS 5 GRAVEL
AGGREGATE BASE
SUBGRADE
4" TH I CK CONCRETE APRON
WEAR
NON -WEAR
SECTION A -A
CLASS 3 OR 4
SOIL CLASS
NO SCALE
2350
LVWE460309
3 Fr. TRANSITI N 10 FT.. CONCRETE APRON
313B
C.
DROP CUR:
A-3
R ..
1'
":C
10 FT.
- 2
5
A A
A-
A-6
2-2'X4' CAST IRON
IZ2'
2
2'
TRUNCATED DOME
-
12"
A-7
PEDESTRIAN RAMP
1 /2'
21
INSERTS
3 FT. TRANSITION
TYPICAL DROP CURB BIKE TRAIL
�2
2'
NO SCALE
24'
APPROVED
(I,
oa�klo
STANDARD PLATE NO.
REVISED
706
3/4 -
WETLAND
GREEN LETTERING ON
WHITE BACKGROUND BUFFER
ZONE
WHITE LETTERING ON
BROWN BACKGROUND 3/ 4
WITH 3/4- LETTERING NO
Structures, Grading,
W T Mowing, or Filling
E Beyond This Point.
T
L 6
A
N ALTERNATE 1
D 16"
B WETLAND BUFFER SIGNS ARE TO
BE PLACED ALONG ALL
u WETLANDS IN RESIDENTIAL
F AREAS WHERE THE BUFFERS
F ARE REQUIRED.
E SIGNS SHALL BE INSTALLED ON
R A "U -POST" MOUNTING. (SEE
STANDARD PLATE 801)
SIGNS SHALL BE PLACED 20'
FROM THE EDGE OF THE
DELINEATED OR MITIGATED
WETLAND.
WETLAND BUFFER SIGN
NO SCALE
I I 06TY of STANDARD PLATE NO.
REVISED 804
FEB F90
INV=885.0
R-3406 2x3 BOX - REAR SECTION VIEW
ORAPPROVE
EQUAL 888.3
887.6
888.3
BASE SLAB
11-11"16,
�3 BOX - FRONT SECTION VIEW 2x3 BOX - TOP VIEW
r3 INFILTRATION BASIN OUTLET STRUCTURE
� �3 NOT TO SCALE
is,
IV:3H
28 8 - 2
C.
NOTE. STANDARD 48' HIGH 13RANGE SNOW FENCE OR ORANGE
SILT FENCE REOUIRED
STEEL 13R WOOD FENCE POSTS AS NEEDED
DEUNEATIDN OF TREE LINE PROTECTION SHALL EXTEND
CONTINU13USLY THROUGH PROTECTION AREA& TOTALLY
SURROUND INDIVIDUAL SPECIMENS AS NOTED, OR EXTEND
ACROSS THE FACE AND THE ENDS SHALL EXTEND GFT.
JACK FOR TREE LINE PROTECTION.
DELINEATION OF TREE LINE
TREE PP13TECMN PP.K.. SMALL ...
DELINEATI13N BE LOCATED AT THE OUTER
PERIMETER OF THE DRIPLINAE
is,
ELEVATION VIEW
SEE PLATE 704
CONCRETE CURB &
LA & B BITUMINOUS MAT GUTTER PLACED ON
APPROVED SUBGRADE
L C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH
D APPROVED SUBGRADE 30' WIDTH
SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER
MINIMUM ALLOWABLE DESIGN THICKNESS
-R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL
BASE BENEATH CONCRETE SIDEWALK
NOTES:
R VALUE IS A MEASURE OF EMBANKMENT SOIL
RESISTANCE STRENGTH AS DETERMINED BY THE
HVEEM STABILOMETER METHOD
SIGMA N18 VALUE IS THE CUMULATIVE DAMAGE
EFFECT OF VEHICLES DURING THE DESIGN LIFE OF
A FLEXIBLE PAVEMENT.
(2) LOCAL RESIDENTIAL URBAN STREET SECTION - 9 TON
1, �3 NOT TO SCALE
TREELINE
0
0
(> zi
IT _T '�' 6, HIM.
TREE PR13TECTMN
IIELINEATIBN
, — � - �S 1
6' Hill- I -T—T- —T_T_Tj
T T
TREE R.T.
DELINEATION
TREE PROTECTION FENCE
NOTTO SCALE
GENERAL CONSTRUCTION AND SOILS NOTES:
1 . ALL WORK SHALL CONFORM TO THE LATEST REVISION OF THE CITY OF
OTSEGO ENGINEERING MANUAL.
2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING
CODES, LAWS AND ORDINANCES.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE
FOR FOLLOWING ALL APPLICABLE OSHA STANDARDS.
4. IF UTILITY RELOCATION IS NECESSARY, THE CONTRACTOR SHALL
COORDINATE CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES.
5. MATERIAL UNSUITABLE FOR CONSTRUCTION (E.G. TOPSOIL, SILTS,
ORGANIC MATERIALS, PEATS, DEBRIS, ETC.) ENCOUNTERED DURING
EXCAVATION WITHIN THE STREET AND BUILDING PAD AREAS SHALL BE
REMOVED AND PROPERLY DISCARDED.
7. GRADING SHALL BE CONSTRUCTED WITH SUITABLE MATERIAL AND IN
LOOSE LIFTS NO THICKER THAN TWELVE (12) INCHES. COMPACTION
WITHIN THE STREETAND BUILDING PADS SHALL BE COMPACTED TO
100% OF THE MAXIMUM STANDARD PROCTOR DENSITY.
8. TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR USE AS TOPSOIL
IN GREEN SPACES DISTURBED DUE TO CONSTRUCTION.
9. SAWCUT AND MILL 1.5 FEET WIDE OF EXISTING PAVEMENT WHEN
PLACING NEW PAVEMENT ADJACENT TO EXISTING PAVEMENT.
10. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF BITUMINOUS
AND CONCRETE MATERIALS DISTURBED BY CONSTRUCTION IN
ACCORDANCE WITH MNDOT SPEC 2104.3.
11. IF NECESSARY, DEWATERING SHALL BE CONDUCTED AS DIRECTED BY
THE SOILS ENGINEER OR REQUIRED TO PERFORM THE SITE
IMPROVEMENTS AND SHALL MEET ALL REGULATING REQUIREMENTS.
12. THE OWNER'S SOIL ENGINEER SHALL BE RESPONSIBLE FOR
PERFORMING ALL REQUIRED SOIL TESTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COORDINATING THE TESTS AND INSPECTIONS
WITH THE CONSTRUCTION ACTIVITY.
13. ANY EXCESS MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A MANNER
ACCEPTABLE TO THE OWNER AND ALL GOVERNING REGULATIONS.
14. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND CALL
GOPHER STATE ONE CALL 48 HOURS PRIOR TO CONSTRUCTION WORK.
EXISTING UTILITIES SHOWN ON THESE PLANS ARE ONLY APPROXIMATE
AND MAY NOT BE RELIED UPON AS EXACT OR COMPLETE.
LEGEND
AASHITP
R VALUE SIGWA N18
I BITUMINOUS SURFACE
AGGREGATE BASE
SUBGRADE
WEAR
NON -WEAR
CLASS 5 0 6
CLASS 3 OR 4
SOIL CLASS
2350
LVWE460309
2350
LVNW35030B
313B
C.
3138
A-3
R ..
1'
":C
1 1�22:
- 2
5
A-
A-6
'
R 2. 1 GO .0
IR
IZ2'
2
2'
S.
-
12"
A-7
1 /2'
21
is"
-S 1- 90,000)
1 1/2-
2'
24'
SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER
MINIMUM ALLOWABLE DESIGN THICKNESS
-R VALUE OF LESS THAN 20 REQUIRES 4" GRAVEL
BASE BENEATH CONCRETE SIDEWALK
NOTES:
R VALUE IS A MEASURE OF EMBANKMENT SOIL
RESISTANCE STRENGTH AS DETERMINED BY THE
HVEEM STABILOMETER METHOD
SIGMA N18 VALUE IS THE CUMULATIVE DAMAGE
EFFECT OF VEHICLES DURING THE DESIGN LIFE OF
A FLEXIBLE PAVEMENT.
(2) LOCAL RESIDENTIAL URBAN STREET SECTION - 9 TON
1, �3 NOT TO SCALE
TREELINE
0
0
(> zi
IT _T '�' 6, HIM.
TREE PR13TECTMN
IIELINEATIBN
, — � - �S 1
6' Hill- I -T—T- —T_T_Tj
T T
TREE R.T.
DELINEATION
TREE PROTECTION FENCE
NOTTO SCALE
GENERAL CONSTRUCTION AND SOILS NOTES:
1 . ALL WORK SHALL CONFORM TO THE LATEST REVISION OF THE CITY OF
OTSEGO ENGINEERING MANUAL.
2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING
CODES, LAWS AND ORDINANCES.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE
FOR FOLLOWING ALL APPLICABLE OSHA STANDARDS.
4. IF UTILITY RELOCATION IS NECESSARY, THE CONTRACTOR SHALL
COORDINATE CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES.
5. MATERIAL UNSUITABLE FOR CONSTRUCTION (E.G. TOPSOIL, SILTS,
ORGANIC MATERIALS, PEATS, DEBRIS, ETC.) ENCOUNTERED DURING
EXCAVATION WITHIN THE STREET AND BUILDING PAD AREAS SHALL BE
REMOVED AND PROPERLY DISCARDED.
7. GRADING SHALL BE CONSTRUCTED WITH SUITABLE MATERIAL AND IN
LOOSE LIFTS NO THICKER THAN TWELVE (12) INCHES. COMPACTION
WITHIN THE STREETAND BUILDING PADS SHALL BE COMPACTED TO
100% OF THE MAXIMUM STANDARD PROCTOR DENSITY.
8. TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR USE AS TOPSOIL
IN GREEN SPACES DISTURBED DUE TO CONSTRUCTION.
9. SAWCUT AND MILL 1.5 FEET WIDE OF EXISTING PAVEMENT WHEN
PLACING NEW PAVEMENT ADJACENT TO EXISTING PAVEMENT.
10. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF BITUMINOUS
AND CONCRETE MATERIALS DISTURBED BY CONSTRUCTION IN
ACCORDANCE WITH MNDOT SPEC 2104.3.
11. IF NECESSARY, DEWATERING SHALL BE CONDUCTED AS DIRECTED BY
THE SOILS ENGINEER OR REQUIRED TO PERFORM THE SITE
IMPROVEMENTS AND SHALL MEET ALL REGULATING REQUIREMENTS.
12. THE OWNER'S SOIL ENGINEER SHALL BE RESPONSIBLE FOR
PERFORMING ALL REQUIRED SOIL TESTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COORDINATING THE TESTS AND INSPECTIONS
WITH THE CONSTRUCTION ACTIVITY.
13. ANY EXCESS MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A MANNER
ACCEPTABLE TO THE OWNER AND ALL GOVERNING REGULATIONS.
14. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND CALL
GOPHER STATE ONE CALL 48 HOURS PRIOR TO CONSTRUCTION WORK.
EXISTING UTILITIES SHOWN ON THESE PLANS ARE ONLY APPROXIMATE
AND MAY NOT BE RELIED UPON AS EXACT OR COMPLETE.
PROJECT INFORMATION
DISTURBED AREA: 7.5 acres
NEW IMPERVIOUS AREA: 1.73 ACRES
WATERSHED DISTRICT: N/A
EROSION CONTROL SUPERVISOR CONTACT: TO BE DETERMINED
IMPAIRED WATERS WITHIN ONE (1) MILE: NONE.
THIS PROJECT IS LOCATED AT THE SOUTHWEST CORNER OF O'DEAN AVENUE NORTHEAST AND 85TH STREET
NORTHEAST IN OTSEGO, MINNESOTA. THE SITE IS CURRENTLY A RESIDENTIAL HOMESTEAD, CROPLAND, OVERGROWN
GRASS AND TREES. THERE ARE TWO WETLANDS THAT HAVE BEEN DELINEATED ON THE SITE OR ADJACENT TO THE
SITE. PROPER CARE SHALL BE REQUIRED TO NOT DISCHARGE SEDIMENT -LADEN WATER INTO THE WETLANDS.
THE PROJECT WILL CONSIST OF SITE CLEARING, REMOVALS, STREET AND POND GRADING, STORM SEWER, CURB
AND GUTTER, AND TWO CUL-DE-SACS. THE PROPOSED RESIDENTIAL SITES WILL HAVE INDIVIDUAL SEPTIC SYSTEMS
AND INDIVIDUAL WELLS. MOST OF THE PROJECT DISCHARGES INTO A LOW AREA THAT CONTAINS A STORM SEWER
OUTLET WHICH DISCHARGES OFF-SITE. THE SITE DOES CONTAIN SOME STEEP SLOPES. THERE ARE NO IMPAIRED
WATERS WITHIN ONE (1) MILE OF THE PROJECT SITE.
STORMWATER POLLUTION PREVENTION PLAN NOTES:
1 . PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE NECESSARY MPCA NPDES
STORM WATER PERMIT.
2. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED PRIOR TO STARTING ANY CONSTRUCTION
ACTIVITIES. BMP'S SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED.
3. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY
GIVEN TIME.
4. ALL EROSION CONTROL SHALL CONFORM TO THE MNDOT EROSION CONTROL HANDBOOK AND THE CITY OF OTSEGO
DETAILS AND SPECIFICATIONS.
5. REDUNDANT SEDIMENT CONTROL SHALL BE INSTALLED ADJACENT TO THE EXISTING WETLANDS WHERE A FIFTY (50)
FOOT NATURAL BUFFER CANNOT BE ACHIEVED.
6. INLET PROTECTION SHALL BE INSTALLED AT ANY INLET THAT MAY RECEIVE RUNOFF FROM THE DISTURBED AREAS
OF THE PROJECT. IF A SPECIFIC SAFETY CONCERN HAS BEEN IDENTIFIED, WRITTEN AUTHORIZATION MUST BE
RECEIVED BY THE CITY ENGINEER IN ORDER TO REMOVE THAT PARTICULAR INLET CONTROL.
7. ALL EXPOSED SOILS, INCLUDING STOCKPILES, SHALL BE TEMPORARILY STABILIZED PER MNDOT SPECIFICATION 2575
WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED. STABILIZATION OF ALL EXPOSED
AREAS MUST BE INITIATED IMMEDIATELY.
8. STOCKPILES SHALL NOT BE PLACED ON ROADS, DRIVEWAYS, SURFACE WATERS OR SWALES. EFFECTIVE SEDIMENT
CONTROL SHALL BE INSTALLED IMMEDIATELY AROUND ALL SOIL STOCKPILES.
9. REMOVE ALL SOILS AND SEDIMENT TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC ROADS OR PRIVATE
DRIVEWAYS ON A DAILY BASIS OR AS NEEDED.
10. WATER SHALL BE USED WHEN NECESSARY FOR DUST CONTROL.
11. AFTER FINAL GRADING HAS BEEN COMPLETED, EXPOSED SOILS SHALL BE PERMANENTLY STABILIZED WITHIN 72
HOURS. PERMANENT STABILIZATION SHALL CONSIST OF 4 INCHES TOPSOIL AS WELL AS MNDOT SEED MIX 25-141,
UNLESS OTHERWISE SPECIFIED, ANDMULCH. THE MULCH SHALL BE DISK ANCHORED AND COMMERCIAL GRADE
20-10-10 FERTILIZER SHALL BE USED. METHODS AND RATES SHALL BE IN ACCORDANCE WITH MNDOT
SPECIFICATION 2575 AND THE MNDOT SEEDING MANUAL.
11 PIPE OUTLETS MUST BE PROVIDED WITH ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTING TO A
SURFACE WATER.
13. THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF ANY PROJECT DISCHARGE LOCATION SHALL BE
STA131LIZED WITHIN 24 HOURS OF CONNECTING TO THE DISCHARGE LOCATION.
14. SOLID WASTE SUCH AS COLLECTED SEDIMENT, ASPHALTAND CONCRETE MILLINGS, CEMENT PRODUCT WASTE,
FLOATING DEBRIS, PAPER, PLASTIC, CONSTRUC71ON DEBRIS AND OTHER WASTES MUST BE DISPOSED OF
PROPERLY OFF SITE.
15. HAZARDOUS WASTES SUCH AS OILS, GASOLINE, PAINT, CEMENT BASED PRODUCTS, ECT. SHALL BE PROPERLY
STORED WITH SECONDARY CONTAINMENT TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGES. IFSTOREDONTHE
PROJECT, THEY SHALL BE STORED IN RESTRICTED ACCESS AREAS TO PROTECT AGAINST VANDALISM. STORAGE
AND DISPOSAL SHALL BE IN COMPLIANCE WITH THE MPCA.
16. CEMENT BASED PRODUCTWASHOUTS ARE NOT PERMITTED ON SITE.
17. IF DEWATERING IS NECESSARY, THE APPROPRIATE PERMITS SHALL BE ACQUIRED PRIORTO COMMENCING
DEWATERING ACTIVITIES. TURBID AND SEDIMENT -LADEN WATERS SHALL BE DIRECTED TO A TEMPORARY SEDIMENT
POND PRIOR TO DISCHARGING. A VISUAL CHECK SHALL BE CONDUCTED PRIOR TO DISCHARGING TREATED WATER
FROM THE SEDIMENT POND TO ENSURE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE.
18. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE WITHIN THIRTY (30) DAYS
AFTER PERMANENT STABILIZATION HAS BEEN ACHIEVED.
19. A TRAINED PERSON SHALL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS
DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24
HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING WITHIN 24 HOURS OF CONDUCTING THE INSPECTIONS
AND THE RECORDS MUST BE RETAINED WITH THE SWPPP. IF ANY DISCHARGE FROM THE SITE IS OBSERVED THE
DISCHARGE MUST BE DESCRIBED AND PHOTOGRAPHED.
20. CORRECTIVE ACTION MUST BE COMPLETED BY THE NEXT BUSINESS DAY AFTER DISCOVERY WHEN PERIMETER
CONTROL DEVICES BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) THE HEIGHT OF THE
DEVICE.
21. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITHIN THIRTY (30) DAYS OF ACHIEVING PERMANENT
STABILIZATION.
EXPECTED SEQUENCE OF CONSTRUCTION
INSTALL EROSION AND SEDIMENT CONTROL BMPs, TREE PROTECTION FENCE AND SEPTIC PERIMETER FENCE
COMPLETE REMOVALS AND SALVAGE TOPSOIL
EXCAVATE AND GRADE PONDING AREAS AND INSTALL PERIMETER CONTROL
INSTALL STORM SEWER
GRADE STREETS AND APPLY BASE COURSE
INSTALL CURB AND GUTTER
PERMANENT STABILIZATION
INSTALL BITUMINOUS
REMOVE EROSION AND SEDIMENT CONTROL BMPs AFTER PERMANENT STABILIZATION IS ACHIEVED
SCHEDULE OF ESTIMATED EROSION CONTROL
ITEM
BASIS OF QUANTITIES
ESTIMATED QUANTITY
SILT FENCE
LINEAR FEET
3360
ARTICULATED CONCRETE BLOCK
SQUAREYARDS
140
INLETCONTROL
EACH
16
ROCK CONSTRUCTION ENTRANCE
EACH
I/ THE CITY ENGINEER.
EROSION CONTROL BLANKET, CATEGORY IV
SQUARE YARDS
570
MN DOT SEED MIX 34-261
31.5 LEIS/ACRE
4
MNDOTSEED MIX 33-262
44 LBS/ACRE
26
MN DOT SEED MIX 24-141
100 LOS/ACRE
681
MULCH, TYPE 1
1 -NIACRE,
15
FERTILIZER (20-10-10)
GO La AC.
3750
S SNAKEBAG
N
00 po '
D DROP INLET
ROP IN TE
WITH GRATE
7 .
TYPE FF (MONO–MGNO FABRIC)
'E 'LLE EN IT
280AG FILLED WITH 1.5" CLEAN
S - . - - . 1
"SEWER R..K' OR B" SILT SOCK
AN ADDITIONAL 18" OF GEOTEXTILE
IS WRAPPED AROUND THE WOOD
2"X 4" AND STAPLED. ";*11" BEYOND RATE WIDTH
GE TEXTILE SIZE SHALL BE
8 ' MIN. GREATER ON ALL
SIDES OF THE INLET COVER.
PLACE GEOTEXTILE UNDER
INLET cOVER-(D WOOD 2"X4" EXTENDED
ON BOTH SIDES.
(D ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE
E
MONOFILAM NT IN BOTH DIRECTIONS. MEErING SPEC. 3886
FOR MACHINE SU ED.
(2) WIMCO'S
m MAY BE USED IN PLACE OF ABOVE.
(9) ALL DROP INLET PROTECTION SHALL BE REMOVED
PRIOR TO WINTER FREEZE.
DROP INLET PROTECTION
NO SCALE
.1—ED
STANDARD PLATE NO.
Utgem 507
MnDOT 2573
HARD SURFACE
MACHINE SUCE
PUBLIC ROAD
PREASSEM
PENETRATION
MIN. 2
ABOVE GROUND OPTION
MINIMUM 2 STAKES PER BALE
/';; AP ROVED BY
ROCK CONSTRUCTION ENTRANCE
I/ THE CITY ENGINEER.
NO SCALE
6'XS" EARTH FIU_�,ir
FENCE
Otfie
go
STANDARD PLATE NO.
505
MATERIAL
f90
503
6" APRON
5' POSTS – 8' MAX. ON CENTER
MINIMUM 2' PENETRATION
BET. M�OCT 31186
SILT FENCE
NO SCALE
�R
Ode io
STANDARD PLATE NO.
q
501
S SNAKEBAG
N
00 po '
D DROP INLET
ROP IN TE
WITH GRATE
7 .
TYPE FF (MONO–MGNO FABRIC)
'E 'LLE EN IT
280AG FILLED WITH 1.5" CLEAN
S - . - - . 1
"SEWER R..K' OR B" SILT SOCK
AN ADDITIONAL 18" OF GEOTEXTILE
IS WRAPPED AROUND THE WOOD
2"X 4" AND STAPLED. ";*11" BEYOND RATE WIDTH
GE TEXTILE SIZE SHALL BE
8 ' MIN. GREATER ON ALL
SIDES OF THE INLET COVER.
PLACE GEOTEXTILE UNDER
INLET cOVER-(D WOOD 2"X4" EXTENDED
ON BOTH SIDES.
(D ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE
E
MONOFILAM NT IN BOTH DIRECTIONS. MEErING SPEC. 3886
FOR MACHINE SU ED.
(2) WIMCO'S
m MAY BE USED IN PLACE OF ABOVE.
(9) ALL DROP INLET PROTECTION SHALL BE REMOVED
PRIOR TO WINTER FREEZE.
DROP INLET PROTECTION
NO SCALE
.1—ED
STANDARD PLATE NO.
Utgem 507
HARD SURFACE
PUBLIC ROAD
0.
PENETRATION
MINIMUM 2 STAKES PER BALE
6' MINIMUM
1-2' WASHED ROCK
ROCK CONSTRUCTION ENTRANCE
NO SCALE
a- APPR
Otfie
go
STANDARD PLATE NO.
505
f90
503
S SNAKEBAG
N
00 po '
D DROP INLET
ROP IN TE
WITH GRATE
7 .
TYPE FF (MONO–MGNO FABRIC)
'E 'LLE EN IT
280AG FILLED WITH 1.5" CLEAN
S - . - - . 1
"SEWER R..K' OR B" SILT SOCK
AN ADDITIONAL 18" OF GEOTEXTILE
IS WRAPPED AROUND THE WOOD
2"X 4" AND STAPLED. ";*11" BEYOND RATE WIDTH
GE TEXTILE SIZE SHALL BE
8 ' MIN. GREATER ON ALL
SIDES OF THE INLET COVER.
PLACE GEOTEXTILE UNDER
INLET cOVER-(D WOOD 2"X4" EXTENDED
ON BOTH SIDES.
(D ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE
E
MONOFILAM NT IN BOTH DIRECTIONS. MEErING SPEC. 3886
FOR MACHINE SU ED.
(2) WIMCO'S
m MAY BE USED IN PLACE OF ABOVE.
(9) ALL DROP INLET PROTECTION SHALL BE REMOVED
PRIOR TO WINTER FREEZE.
DROP INLET PROTECTION
NO SCALE
.1—ED
STANDARD PLATE NO.
Utgem 507
RT' FILL
12' DEEP
PENETRATION
MINIMUM 2 STAKES PER BALE
STRAWMAY BALE BARRIER PLACEMENT
NO SCALE
P"'E
AM Ot§
STANDARD PLATE NO.
f90
503
S SNAKEBAG
N
00 po '
D DROP INLET
ROP IN TE
WITH GRATE
7 .
TYPE FF (MONO–MGNO FABRIC)
'E 'LLE EN IT
280AG FILLED WITH 1.5" CLEAN
S - . - - . 1
"SEWER R..K' OR B" SILT SOCK
AN ADDITIONAL 18" OF GEOTEXTILE
IS WRAPPED AROUND THE WOOD
2"X 4" AND STAPLED. ";*11" BEYOND RATE WIDTH
GE TEXTILE SIZE SHALL BE
8 ' MIN. GREATER ON ALL
SIDES OF THE INLET COVER.
PLACE GEOTEXTILE UNDER
INLET cOVER-(D WOOD 2"X4" EXTENDED
ON BOTH SIDES.
(D ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE
E
MONOFILAM NT IN BOTH DIRECTIONS. MEErING SPEC. 3886
FOR MACHINE SU ED.
(2) WIMCO'S
m MAY BE USED IN PLACE OF ABOVE.
(9) ALL DROP INLET PROTECTION SHALL BE REMOVED
PRIOR TO WINTER FREEZE.
DROP INLET PROTECTION
NO SCALE
.1—ED
STANDARD PLATE NO.
Utgem 507
BENCHMARK: MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF
MASON AVENUE NORTHEAST.
ELEVATION = 943 , 50 FEET (1929 NGVD)
LEGEND
INLET CONTROL
ROCK CONSTRUCTION ENTRANCE
PROPOSED SILT FENCE
PROPOSED MNDOT SEED MIX 34-261
F ---n PROPOSED MNDOT SEED MIX 33-262
PROPOSED EROSION CONTROL
BLANKET, CATEGORY IV
ARTICULATED CONCRETE BLOCK
GRADING LIMITS
-------- PROPOED D & U EASEMENT
........ PROPOSED DRIVEWAY EASEMENT
0 5..0 100
5CA� 114 F�T
. .
......... ....
.. ..... ... .
- -
- -- ------ - - - -
-AVENUE
0 N NE
DEA
M2
_w;w
679
- - - - - - - - - - - -
- - - - - - - - - - e7�7
- - - - - - - - - - - - - - - - - - - - - - -
.0,5-....... . ..
C>
-70/
BENCHMARK: MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF
MASON AVENUE NORTHEAST.
ELEVATION = 943 , 50 FEET (1929 NGVD)
LEGEND
INLET CONTROL
ROCK CONSTRUCTION ENTRANCE
PROPOSED SILT FENCE
PROPOSED MNDOT SEED MIX 34-261
F ---n PROPOSED MNDOT SEED MIX 33-262
PROPOSED EROSION CONTROL
BLANKET, CATEGORY IV
ARTICULATED CONCRETE BLOCK
GRADING LIMITS
-------- PROPOED D & U EASEMENT
........ PROPOSED DRIVEWAY EASEMENT
0 5..0 100
5CA� 114 F�T
STIAH 1 1 1 1 — FES 04
RIM=Sal. I LF 24" RCP @ 3JS%
INV("71.8S S INV=875.17 2)
A
A INV(N)= 71. 9 INV(M=876.47 STMH 102
:N. INV(E)=8 09 R M=883.42 PIM -11 11
..;6
V��117 7' INV(W)=875.09 17LF15"RCP@8.12% ? INV(N)=873.32
INV(E)=870.39 I (E� INV(W)=873.69 L
NV( - 73.42 ---- — — — — — —
L — — — — — — — NV(W)=87142� 10 LF24- RCP @2.77%-
<< <<— 32 LF 24" RCP @ 1.34%
_____OD,�A
285L'F<30' RCP @ OAS 329<LF 30- RCP @ 0.43% N VENUE IVE
43 LF 15- RCP 9 5.79% 32 LF W RCP @ 4J2% 9
caml-I 101
ef
RIM=113*
INV(W)�0703
-87,85
INV(E,
54LF 24" RCP 2.44%
590
C392
159
CRl.117.2.
INV(N)=ST5.00 RIM=88 .30 59&
INV(E)=876.60 5
FES 1
V= S,�
STMH 110 17 K
RIM=878.94 300
A A ;Nv(W)=871.5S —
: (N)=872
NV -51
NV(E)=871-22 REMOVE
-902
REMOVE FOUNDATIONS �R BITUMINOUS
NV(S)=87Z51
PAVEMENT
FES 112
A �NV
INV=875.50 5ep o/
RIM=878.33
V�(N)=87�3�11
WZV3.28 SAWCUT BITUMINOUS
z PAVEMENT (FULL
DEPTH)
0,
REMOVE
A
)NCRETE CURB
CC TER
AND GUT
ttll 0 z
REMOVE SPLIT RAIL
�,REMOVE �VN, //
0 FENCE
BITUMIN US
PAVEMENT cp
A V
6 REMOVE CONCRETE
FES 133 0)
INV=B76.28
0
REM
OVESHED
ST% 14 ) I I
RIM -8 3.15
INV(
V E))�875.
IN E =875 1-6
INV(N)=875.90 t, p
�j
t"b"
A
A / / / / I 1- 11 j �OA
lk
9 C,
AV /0 / 11
NOTE:
1. EXISTING TOPOGRAPHY TAKEN FROM MNTOPO LI DAR
CONTOUR DATA ON THE MINNESOTA DNR WESSITE.
BENCHMARK' MNDOT MONUMENT "C 121 23" LOCATED 30.0 FEET SOUTH
C8BB71.4150 OF 83RD STREET NORTHEAST AND 772 FEET WEST OF
RIM MASON AVENUE NORTHEAST.
IN (N)=894.00
\tlo ELEVATION 943.50 FEET (1929 NGVID)
REMOVE
CONCRETE CURB
AND GUTTER
REMOVE 030
� \
REMOVE SPLIT RAIL
BITUMINOUS FENCE
PAVEMENT
,F
—9c,5 —
910
900 LEGEND
302.
09
E
'00
)of
b,
SAWCUT BITUMINOUS
c <
PAVEMENT (FULL DEPTH) z
31: MILL BITUMINOUS 0
V)
PAVEMENT (1.5'x 1.5") -4WD--
5CALE IN FffT
11 A I A I
V I rl I v L_ 1-� I I _I,� L
. ...... ... - ------
.. . .... .....
........... . . ...... .. __j ..... .... -- -----
ODEAN 'AVENUE NE
35 LF 24" RCP @ 2.44%
77.7 s:.
r 882.0-
. . ... ... 692
56o T=77-.
kw_-_ <-< 5,94
- - - - - - - - - - - - - - 7 RECONSTRUCT DRIVEWAY
-21, 77-.7--�__ I . .. ....... I i�
r
- - - - - - - - - --- - - - - - - - - A��-
I SUF 24" RCP @ 2A! 1396
PER CITY STANDARD
SWALE goo PLATE NO. 109
A
I 00 -YEAR HWL=879.25 ArC�
_SBL sl 1U-TEARHWL=878.07 SEL
e A' SELO FES 207 2 YEAR HWL-876.�g 3oR
GF=8t5t..( 4:1 1
. .........
...... ................... .....
LO=885.7
Arca�
LF=883.0
.. .... CL V Q 0.334 T'T 6'
T "0
3"
FES 2 GF=904 5
6 AreX�
LF=896.8
.�j 5c
FES 216
i IN IN'"79.00 . ? '?'GFBV�O
............ 4 4 694
RCP CL V @ 0.339A
76 LF 15'
NO=8 4.5
FES 215
INV -879.25!
1w
Mao EAST WETLAND
1 00 -YEAR HWL=879.65 39E
73 LF 15" RCP CLV @ 0.
1 -YEAR = 878.52
20 _9030
HWL�-877.84
-YEAR 12'
10"
13
w FES 205
I., v
LQ
GF=888.7
WO=886.0
LF=886,0
WO
10,
LF=906.3 ., ......
-WO=906.3
FES 204
INV=880.50
FES 203
INV ----883.(J0 1cp 1.11;;T9,.9110
38 LF 15" RCP CL V @ 5.26% \11, 91
............. . . ......
LF=899.3
10-YEARHWL=887,.68
j tl j 2 -YEAR HWL=88E "l rr NOTE:
10
ALL RETAIN ING WALLS SHALL HAVE A MAX I MUM HEI GHT OF FOUR
G -899 T - (4) FEET UNLESS DESIGNED BY A GEOTECHNICAL ENGINEER.
- A FB
GF --910.5 ui
LF=891.7
WO=89�.7 c6 goo LF -902.8 .,I
F F
BWO
86.
re
J,
Al�l I,, A
IN
sBI s8l BENCHMARK: MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF
95c) I MASON AVENUE NORTHEAST.
37
ELEVATION 943.50 FEET (1929 NGVD)
...........
---------------- L ------------------------
7.4-
7-
9c6
- - - ------------- - - -
LEGEND
t III I qco
-goo- l-- R
9oo I I r A �N r
_411/ I I
----------
r
RECONSTRUCT
PER CITY ND D
PLATE NO 09 Osi
WEIR ELEV=887.60
INV(E)=885.00 7_71L_
OG
co cp
.................... .
", 7,P 7-7-0
L
)cp 0
10
-ST WETLAND 0 Ell Mimi
P -NEOR
+I000.o
WE
j
R
0 51) lao
SCAM IN nffr
c�
C) Pinnierved 7 ... Trees Removed (Continued) Trees Removed (Continued)
v L __L: I I "V L .7 1 L L 'rr.. 2 Spd DBH C,,dlt,, S- Tree III Species DBH Condition StensTree # Species D13H Condition Stems
V I L_ I I . .......... . ..... .... . I Cherry 12c Goo,l I
0156 2 MI adva 215 Gcod 1 51 Redeedar TO Fair 1 166 Poplar 6.5 Good 1
........ ...... 1 3 Meple. siver 26.0 Fair 1 52 Ash, green 8.0 Good 1 167 Poplar 7.0 Good I
ji 4 Eirr, M- 5" Good 1 53 Cherry, black 7.0 Good 1 168 Poplar 8.5 Good 1
5 Mo.. 1- 29.5 Good 1 54 Boxelder 19.0 Fair 3 169 Poplar 7.5 Good I
6 Maple. ailvar 7.0 G000 1 55 Boxelder 12.0 Fair 2 170 Poplar 9.0 Good 1
........... 7 Mania. at- Goo Fair 56 Cherry, black 8.5 Good 1 171 Poplar 7.5 Good 1
ODEAN--A VENUE AIE I
a MI all- MIS Good 1 57 Cherry, black 6.0 Good 1 172 Poplar 6.5 Fair I
9 &WI 23.0 Giod 1 58 Redcedar 12.0 Fair 2 173 Poplar 6.0 Good 1
10 C.Homwood 18.5 Good I
. . . . ............. 11 Plan 7.0 Fair 1 59 Cherry, black 6.0 Good 1 174 Poplar 7.0 Good I
75 B.
ar 12.0 Good 1 60 Cherry, black &0 Good 1 175 Poplar 9.5 Fair 1
76 B..Id.r 6.5 Good I
7,
-.-o 80 ., ArnitIncer 21.0 Fifir 2 61 Ash, green 6.5 Good 1 176 Poplar 8.0 Good I
97 Boxelder 7.0 G -d 1 62 Elm, silver 13.0 Fair 2 1T7 Poplar 6.5 Fair I
. . . . . . . . . . .
_960 < 88 Recicader 19.0 Good 2 63 Elm, silver 6.0 Good 1 178 Poplar 8-5 Fair I
176 575 W, 69 Redoeder 8.0 Fair 1 64 Ash,green 10.5 Good 1 179 Poplar &5 Good I
69A so RWI 14.0 Fair 2 65 Elm, American 22.0 Good 1 180 Poplar &0 Good 1
11 111, Inian so o0d I
66 Cralhapple 6.0 Fair 1 181 Poplar 7.0 Good 11
93 Aah. green 7.5 Good I
67 Ash, green 6.0 Good 1 M Cherry, black 7.0 Fair 1
94 Ash. green 10.0 Good
68 Ash, green 160 Fair 1 183 Poplar 6.5 Good I
10i Elm. American 22.0 Fair ;
102 P= Good 1 69 Ash, green 6.0 Good 1 184 Poplar &0 Good I
C 103 POPI .5 Gocd 1 70 Elm. American 10,5 Good 1 185 Poplar 6.5 Good 1
104 Poplar 7.0 Gcod I
902 71 Ash, green 6.5 Good 1 186 Poplar 7-0 Fair I
105 Poplar 7.0 Good
107 Popler 7.0 Gcod 11 72 Baxeldff 6.0 Good 1 187 Poplar 6.0 Good 1
....... ...... ..........
73 Boxelder 9.0 11 1 188 Poplar 7.5 Good 1
.0 cod
108 P.Plar 7 0
r* 120 Pope, 6,5 Good -green 7.5 Good 1 189 Poplar 6.0 Good I
74 Ash
121 P.Plar 8.0 Good 1 77 Boxelder 14.0 Fair 1 190 Poplar 6.5 Good 1
A
D5
PI 6.0 Gcw 1 78 Oak, bur 14�5 Good 1 191 Poplar 8.5 Good 1
0 122 P
M .0. 7.5 Good
i 79 Oak, bur 6.5 Good 1 192 Poplar 8.0 Good 1
Arg� 124 Cherry, back 8.8 Good I
.25 POOU 8.5 Gcod 1
81 Redcedar 15.0 Good 2 193 Poplar 9.5 Good 1
880 82 Elm, American 6.0 Good 1 194 Poplar 9.0 1 1
�V V �42 POP: Good I -
'U
w 48 PI 5 Good 1 83 Elm, American 6.5 Good 1 195 Poplar 12.0 Fair 2
149 P.O. 7.5 Good 1 84 Elm, American 6.0 Good 1 196 Poplar 9.5 Good I
Ci.
85 Elm,American 6.5 Good 1 197 Cherry, black 10.0 Good 1
ISO Pool. 8_5 Goind 1
53 Acm, gnnin a5 Good
"A ;01 FoOne 100 Good 1 86 Elm. American 7,0 Good 1 198 Poplar 10.0 Good I
'l,t'C 0 �iir
95 Ash, green 6.0 Good 1 199 Ash, green 18.0 Fair 3
99' .............. 154 Mh, 111 7.5 Good
a 163 P.M. 96 Elm, American 8,5 Good 1 200 Ash, green 9.0 Fair 2
in Gool I
205 Pcoar 8.0 Gond 1 97 Boxelder 12.0 Good 1 201 Ash,green 8.0 Fair 2
98 Elm. American 8.5 Good 1 202 Boxelder 13.0 Fair 2
C
99 Boxelder 19-0 Fair 1 203 Elm, American 12-0 Fair 2
100 Boxelder 9,5 Good 1 204
... ........ . ..... .......... .
.................. . ....... Poplar &0 Good I
......... .. .
106 Poplar 7.5 Good 1 206 Elm, American 8.0 Fair 1
'V 5,
109 Poplar 6.0 Good 1 207 Elm, American 11.0 Good 1
pW 110 Poplar TO Good 1 208 Elm, American 6.0 Fair 1
I Poplar 9.5 Good 1 209 Elm, American 12.0 Good 1
112 Poplar 8_0 Good 1 210 Elrn, silver 10.0 Fair 1
113 Poplar 7.5 Good 1 211 Elm,American 9.0 Fair 1
114 Cherry, black 6.5 Good 1 212 Redcedar 120 Fair 1
115 Poplar 7.5 Good 1 213 Elm, American 10.0 Fair 1
11<94 Treas Removed 116 Poplar 8.0 Good 1 214 Boxelder 40.0 Fair 3
TrI species OSH
Conisgon 117 Poplar 7.0 Good 1 216 Elm, silver 32.0 Fair I
866 12 Elm, America I
I Bm.riftr " 3:.0' 118 Poplar TO Good 1 217 Boxelder 24.0 Fair 3
ti Far `7
Fair
U-1 TM 14 Flackbimy 6.0 Good 1 119 Poplar 9.0 Good 1 218 Bmelder TO Good I
15 Hia�kberry 6.0 Good 1 126 Poplar TO Good 1 219 Socielder 12.0 Fair 2
10 16 Bm. Amerk 6.0 Fair 1 127 Poplar 7.5 Good 1 220 Soxelder 29.0 Fair 4
17 Elm. American 6.5
6 1 128 Poplar 6.5 Good 1 221 Boxelder 6.0 Fair 1
ca Fair
18 Em. Amerkan 7.5 Fair 29 Poplar 6.5 Good 1 222 Boxelder 19.0 Fair 3
V Ar6a I
19 Maplaviver 17.5 Good
z 20 11 ailler 1 0 1 130 Poplar 7.5 Good 1 187 Poplar 6.0 Good 1
21 Elm. Aim an 8.0 Good 1 131 Poplar 6-5 Good 1 188 Poplar 7.5 Good 1
oA
C
_j American 7.0 Fair 1 132 Poplar 6.0 Good 1 189 Poplar &0 Good 1
LO -sasI_
23 B., Arnivican 18.0 Fair 1 133 Poplar 6.0 Good. 1 190 Poplar 6.5 Good 1
24 Bm. Ankcn 7.5 Gcod 1 134 Poplar 7-0 Good 11 191 Poplar U Good I
25 Cherry, black 6.5 Fail 1 192 Poplar 8.0 (1 1
906
Are-� 26 Elm, A. -or 7.0 Good 135 Poplar 6.0 Cood 1 193 Poplar 9-5 Good I
1 135 Poplar 6.0 Good 1
27 lann, American 17,5 Fair 3
28 Elm, American 7.0 Fair 1 136 Poplar 8.0 Good 1 194 Poplar 9.0 Good I
0 912 VJ16 -7-(
T;
A� Irl, - 914 -,go 0 29 EIM, 111- 7.0 Good 1 137 Poplar 7.0 Good 1 195 Poplar 12.0 Fax 2
qJ6 30 Efin, sliver &5 Fair 1 138 Poplar 6.5 Good 1 196 Poplar 9�5 Good I
1 139 Poplar 7.5 Good 1 197 Chair
31 Pine, Scoh, 14.0 Good
black 10�O Good 1
32 Pine. Scos, 10.5 Good
w 33 Em. sII 125 Fair 11 140 Poplar 6.5 Good 1 198 Poplar 10.0 Good 1
F 34 Elm, %War 6.0 Good 1 141 Poplar 8.0 Good 1 199 Ash, green 18.0 Fair 3
143 Poplar 10.0 Good 1 200 Ash,green 9.0 Fair 2
35 Elm. ,War 17.0 Fair 1
10 36 Bonilla 1410 Fair 1 144 Poplar 7.5 Good 1 201 Ash,green 8_0 Fair 2
37 Ah, imeei 6.5 Gocd 1 145 Poplar 7.5 Fair 1 202 Boxelder 13.0 Fair 2
Ale,: 1,
5a5M
P
36 Ai an 10.0 Fair I
b" 0 39 EK.1W a.5 Gcod 1 146 Poplar 8.0 C3ood 1 203 Elm, American 12.0 Fair 2
147 Poplar 10.0 Good 1 204 Poplar 8.0 Good 1
1 40 Elm, �dvar 12.0 iSon'! I
air
152 Elm, silver 8.0 Good 1 206 Elm.Arnedcan 8.0 F. 1
9 13.0
00 41 B., WN., Fail
155 Poplar 9.0 Good 1 207 Elm, American 11.0 Good I
T 42 Elm, iliver 11.5 Gocil I
rd`9 I I r, I I
43 Elm, aff- 17.0 Good 1 156 Poplar 7.5 Good 1 208 Elm, American 6.0 Fair 1
Arc�
44 Sm, siWer 8.5 C..d 1 157 Poplar 6.5 Fair 1 209 Elm. American 12.0 Good I
45 Elm, al- 10-0 GccJ 1
L -/ .. - . - I / �
158 Poplar 8.0 Good 1 210 Elm, sliver 10.0 Fair 1
w -4
C ---- --- 46 Elm, aiWar 6.0 Gcdl I
47 Aang-in 20.0 Fair 2 159 Poplar 8.5 Good 1 211 Elm. American 90 Fair 1
.930' 160 Poplar TO Good 1 212 Redeedar 12.0 Fair 1
Ii 48 Pine. Sc= 13-0 Good I
'32
161 Poplar 10-0 Good 1 213 Elm, American 10.0 Fair 1
J 49 Redeca, u C 1 162 Poplar 9.0 Good 1 214 BoxelI 40.0 Fair 3
50 Ash, green 10.0 Good I
164 Poplar &0 Gkiod 1 216 Elm, silver 32.0 Fair I
165 Poplar TO Good 1 217 Boxelder 24.0 Fair 3
f 218 Baelder TO Good 1
6C15 219 Boxelder 12.0 Fair 2
220 Boxelder 29.0 Fair 4
- - - ----------- 221 Boxelder 6.0 Fair I
222 Boxelder 19.0 Fair 3
898 00-- 1 r- - r i -i- A r- -5/0,
___9 71 jb
----------------- r LEGEND
CO
0
-goo-
Y
006
Y P
0
Ir
0 50 100
Q
5CALE IN
CB 208
\n\
83RD CIRCLE
CBIVIH 2 1,
00 e
B 213
9 �o 190
5CAM Iti FEET
912 PVi STA = 0+75.00 .......... 912
...... ......... ........ P�4 STA = 8�2546 ...... .. ........ ..... . I
..... P.V ELEV=89T%r ......
PSfI ELEV = 897.5,5 LVC=50.00"
LVC=81.24 PVI STA = 1-65.00 K = 37.83
K = 39.22
PVI ELEV = 806.75 LOW POINT STA.
LOW POINT STA. =2-�.85.33
908 ........ ......... ......... ...... LOW FOtNTELEV�E�97.35 ....... ..... �Qvy MINT �W4 =q9.0 -.p7 .......... 908
K — 19.14.
ce HIGH POIN
m T STA..=2-16.05
HIGH POINT ELEV 897.01
w— c;
> c9 6
904- ...... 8,6 ......... ...... ......... -904
. . . .........
uj
Lu Lu
Z2 � 0 Q 0
C) > > >
> >
uj M
900- ...... ...... . ......... I .... ......... ... ...... ......... goo
Vl 0 0
> > > +
—il, , m "I
896
....... .... ...... ...... .. .
R
�:Lv @
892 .............
896
w
z
—!h 892
C, >
w
.610
<
1 FLU 888
888 ......
.... ....... . ......
z
884 > > > 884
................. K ...........
c?.
Ei
2— 880
880 .... ......... ......... ....... IT > >
......... ......... ......... ......... ......... ...... of
a ll�:" C. :w In m m
�.w �:r-:
21:01
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . .
5+00 4+00 3+00 2+00 1+00 0+00 -0+50
HORIZONTAL: 9 Igo
5. IN Tff-r
VERTICAL:
�,L, IN fF�T
ODAY COURT
916 916
B- 1`02
- ----------------- 0 Are
It
-101 -r
Lai
FES 202 r -n
"N
js z
B
LVC = 150.71
C13 115 —
8136-1
IN
F�IM 40
�88'
(N)=88�.00
CBMH 201
goo
"K'37.00:,
.........
A,
L
'Nil
PVI:STA 1+17.51:
LOW POINT ELEV'=897.61
0+00
PVI'ELEV = 898.53:
908-
L CBMHI 200
Ll/c — 122.55�
I
908
.......
................
..........
R ,
0 .90 100
5CA� IN FEET
ODAY COURT
916 916
BENCHMARK MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH HORIZONTAL: 5.0 100
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF 5CALE IN fe7
MASON AVENUE NORTHEAST. 0 5 10
ELEVATION = 943.50 FEET (1929 NGVD) VERTICAL:
SCA� IN fm
:PVI STA = 2-81.56
:PVI ELEV = 897.09
912
LVC = 150.71
912
"K'37.00:,
.........
LOW POINT STA. --2+38.76
PVI:STA 1+17.51:
LOW POINT ELEV'=897.61
PVI'ELEV = 898.53:
908-
Ll/c — 122.55�
908
.......
................
..........
R ,
........
..........
HIGHPQ TSTA.=1-6?.07
IN
HIGH POINT ELEV 898.07
904-
>
>
Ll
904
Lu
ca
+
Z
goo
it
L) a) 'Lu
> >
...
.................
A ...... .........
......... .900
0
Lu
896
896
892 .................
.........
......... .........
......... 892
888
888
884 . .....
............
KiO ....... .........
...... .........
......... 884
z
880
880
c1l
z.(q
cy;
...............................................................................................
0+00
1+00
2+00
3+00
4+00
5+00
BENCHMARK MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH HORIZONTAL: 5.0 100
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF 5CALE IN fe7
MASON AVENUE NORTHEAST. 0 5 10
ELEVATION = 943.50 FEET (1929 NGVD) VERTICAL:
SCA� IN fm
CBMH
CBMH 200 -
FES 202
5CA� IN Fft7
CBMH 200 - FES 202
900 900
896
-) v 1.1 ll.\. : : 896
892
-I--
fl
900
896
. ... ..
892
Vii-Ili6l" C'L'V'"
@ P.43%
892
.892
892
888
888
888
-888
888
888
s wi
2" RCP CL V 0.6E&
884
-1,
884
-884
> >
91 s - ..........
—
.........
w
mzwz
........
..........
0+00
1+00
884
.....
Ig.
.........
.........
884
........
-0+40
.........
0+00
1+00
Z
z
880-
cp ci I,
W
.....
-880
880
. ......
W
< W
.......
................
77 ..............
880
876- ................
01� c�
-876
872-
872
.............................
z �qN
t6
0+00
1+00
1+50
HORIZONTAL: 9 �o 190
5GkLf IN I'm
9 1p
VERTICAL:
�A,
- IN MET
GI3 20E
GBMH 209
0 5.0 100
5CALE IN FM
CB 208 - CBMH 209
904 904
900
-I--
fl
900
896
. ... ..
.896
, -
Vii-Ili6l" C'L'V'"
@ P.43%
892
.892
892
888
888
o
w
-888
888
s wi
2" RCP CL V 0.6E&
884
-1,
884
-884
> >
91 s - ..........
—
.........
w
mzwz
........
..........
0+00
1+00
9
HORIZONTAL:
,I,L, IN FM
0 5 10
VERTICAL: 4&T
m
IN rm
C B 211
CBMH 210-
y
0 50 100
5CA� IN r1mr
CBMH 210 - CB 211
900 900
896
-I--
fl
896
.....
. ... ..
—6.92
fLGI?
892
892
888:
888
-888
888
2" RCP CL V 0.6E&
884
-884
91 s - ..........
—
w
mzwz
0 > >
880
. .......
.....
.880
.........
.........
...................
........
-0+40
.........
0+00
1+00
50 100
HORIZONTAL:
5CALf IN fur
0 5 1.
VERTICAL: tm2�
�AL, IN rfff�
GIB 213
CBMH 212
Cal\
'C I"�214
,994
—6.92
892
O'OEA N A VENUE
— — — — — — — �77 — — — 7— = - -- — — — — — - — — —
- — — 7 — — — z -- — — — — — — — — — — — —
0 50 100
5GA� III �ET
CB 213 - FES 214
896 896
892
892
888:
888
2" RCP CL V 0.6E&
884- .......
..................
.........
...................
........ .......
:884
cp ci I,
880
. ......
W
......... ........
.......
................
77 ..............
880
b,
z �qN
t6
876
'N c�
-876
.
......
... ..... .........
Cc) > >
872
872
c�
s
868
............
868
:cb
ti
CD
c;
a;
1.1
1. :cd
A
2A
m:W
..w
I...................
0+00
.........
1+00
I .........
2+00
I .........
I ......... I .........
3+00
I ......... ..........
4+00
5+00
HORIZONTAL: 0 5 , 0 100
��C�:�L.r IN Fft7
0 5
VERTICAL: iiIIIIIIIi4`
5CALE N M7
BENCHMARK: MNDOT MONUMENT "C 12123" LOCATED 30.0 FEET SOUTH
OF 83RD STREET NORTHEAST AND 772 FEET WEST OF
MASON AVENUE NORTHEAST.
ELEVATION = 943.50 FEET (1929 NGVD)
E
.2
rl
--------------
A161 r
SL
S3L SEIL SBL l=- L: '0
/
SELO
GF=885.7
........... ......... .
0
L PC 1+34.
LF=883.0 I
Arca5
4
. ..... 94.
t,c A161
896.861
, i I IV,
3'� % // - -.
I FB
'N� Are�
LF=89U
N
FBWO
GF=902-2 er
1,0N LF=894.5
0=894.5
40 694.
.45
xe,
5,01,
Aw
1 2) 90/. t- I
�901.9
90,30
no In
l�;41 . ...... ........... ---------- -07,
553.1
R 901.3
900.74
U/ ------ (12.03
603.3 :s - - - - - - - - -
W.
Ar6l
LF=�
BWO
1 - - - - - - - - - - - - - - - - - - - - - - - - - - GF=914.0
---------- - - - ----- LF --906.3
.903
as WO=906.3
NA ArcO
5el -A I
. .........
EOF "'T
.3
V
10
FBWO t,ort A,-:
GF=899.4
LF=891.7 B86-1
WO=891.7 For
d33.9
mw
iLs
.5,ptll A
L I w
il: SBL -SBL -
SL
594 -6.3
."N
---- --------
I L ------------------
897.75 - --------
---------------- --
1.9
898.07
0 o + 0
+00 897.05
��07%
N,41
------------------
cc)
ro
8
EOF
905.5
RASPBERRY HILLS LOTTABULATION
I ._. MERGENCY1 LO -I I PROPOSED
AR E.VER_ _ ALLOWABLE DRIVEWAY
LOT BLOCK� TYPE ELEVATION ELEVATION OPENING OPENING FLOOR PERCENTAGE
1 1
2 1 1 gE.'M 1 1,11,12, 52N2� 1 M, 21.2i 1 .22V! 5..3,
LEGEND
----------
-SIL
.............
+MP 90M.
+1-..
a
50
100
lm���
5CAL�
IN
Fffr
ODEAN A VENUE ME
I AreO
............
...............
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - -
co -y bp
cp
PRUNING SHOULD BE LIMITED TO ONLY BROKEN,
DEAD. OR DAMAGED LIMBS AND SHOULD NOT
CHANGE THE APPE~CE OF THE TREE.
TRUNKS OF THIN 13ARK SPECIES TO BE
WRAPPED FOR WINTER MONTHS OR FALL ADJUST TREE SO THAT ROOT COLLAR
PLANTINGS. STANDS LEVEL OR SLIGHTLY HIGHER THAN
EXISTING SOIL
CUT AND REMOVE ROPES AND WIRES
3'-4" LAYER OF WOOD CHIPS HOLDING THE BURLAP IN PLACE. PULL
BURLAP BACK DOWN TO EXPOSE TOP
OF BALL.
..................
/?/ . ........ .....
filt" I ?Q I I * ' ....... DUG OR ROTOTILLED
v/ 11' - - .",
AREA -12" DEPTH
2 TO 5 TIM ROOT
BALL DIAMETER
FIRM SUBSOIL TO PREVENT
SETTLING
TREE PLANTING DETAIL
C12
0
... .... ... .... ... . .. . ..........
100
SCA�
I N
FEU
ODEAN A VENUE ME
I AreO
............
...............
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - -
co -y bp
cp
PRUNING SHOULD BE LIMITED TO ONLY BROKEN,
DEAD. OR DAMAGED LIMBS AND SHOULD NOT
CHANGE THE APPE~CE OF THE TREE.
TRUNKS OF THIN 13ARK SPECIES TO BE
WRAPPED FOR WINTER MONTHS OR FALL ADJUST TREE SO THAT ROOT COLLAR
PLANTINGS. STANDS LEVEL OR SLIGHTLY HIGHER THAN
EXISTING SOIL
CUT AND REMOVE ROPES AND WIRES
3'-4" LAYER OF WOOD CHIPS HOLDING THE BURLAP IN PLACE. PULL
BURLAP BACK DOWN TO EXPOSE TOP
OF BALL.
..................
/?/ . ........ .....
filt" I ?Q I I * ' ....... DUG OR ROTOTILLED
v/ 11' - - .",
AREA -12" DEPTH
2 TO 5 TIM ROOT
BALL DIAMETER
FIRM SUBSOIL TO PREVENT
SETTLING
TREE PLANTING DETAIL
C12
0
50
100
SCA�
I N
FEU