Agenda and PacketAGENDA
CHANHASSEN PLANNING COMMISSION
TUESDAY, JANUARY 21, 2020, 7:00 PM
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
A.CALL TO ORDER
B.PUBLIC HEARINGS
1.Consider a Request for an Interim Use Permit (IUP) and Wetland Alteration Permit
(WAP) for the Purpose of Repairing Landslides Along a Portion of the Minnesota
Bluffs LRT Regional Trail
C.APPROVAL OF MINUTES
1.Approve Planning Commission Minutes dated December 3, 2019
D.ADMINISTRATIVE PRESENTATIONS
1.City Council Action Update
2.Lot Cover Overview
3.2019 Year in Review and 2020 Work Plan
E.ADJOURNMENT
NOTE: Planning Commission meetings are scheduled to end by 10:30 p.m. as outlined in the official bylaws.
We will make every attempt to complete the hearing for each item on the agenda. If, however, this does not
appear to be possible, the Chairperson will notify those present and offer rescheduling options. Items thus pulled
from consideration will be listed first on the agenda at the next Commission meeting.
If a constituent or resident sends an email to staff or the Planning Commission, it must be made part of the
public record based on State Statute. If a constituent or resident sends an email to the Mayor and City Council, it
is up to each individual City Council member and Mayor if they want it to be made part of the public record or
not. There is no State Statute that forces the Mayor or City Council to share that information with the public or
be made part of the public record. Under State Statute, staff cannot remove comments or letters provided as part
of the public input process.
PLANNING COMMISSION STAFF
REPORT
Tuesday, January 21, 2020
Subject Consider a Request for an Interim Use Permit (IUP) and Wetland Alteration Permit (WAP) for
the Purpose of Repairing Landslides Along a Portion of the Minnesota Bluffs LRT Regional Trail
Section PUBLIC HEARINGS Item No: B.1.
Prepared By Bob Generous, Senior Planner File No: Planning Case No. 202001
PROPOSED MOTION:
The Chanhassen Planning Commission recommends City Council approve the Interim Use Permit, Planning Case
#202001, to permit grading, excavation and slope restoration as proposed on the plans prepared by Barr
Engineering Co., dated 12/13/2019, subject to the Conditions of Approval, and adopt the Findings of Fact and
Recommendation.
SUMMARY OF REQUEST
The project includes landslide repairs on the Minnesota Bluff LRT Regional trail within the Hennepin County Regional
Railroad Authority (HCRRA) on the north and south side of the trail.
APPLICANT
Hennepin County Regional Railroad Authority
SITE INFORMATION
PRESENT ZONING: Agricultural Estate District (A2)
LAND USE:Hennepin County Regional Railroad Authority RightofWay
ACREAGE: 7.22 acres
DENSITY: NA
APPLICATION REGULATIONS
Chapter 7, Article III. Excavating, Mining, Filling and Grading
Chapter 20, Sections 20231 through 20237, Conditional Use Permits (Interim Use Permits are processed in the
same manner as Conditional Use Permits)
Chapter 20, Article X, “A2”, Agricultural Estate District
BACKGROUND
PLANNING COMMISSION STAFFREPORTTuesday, January 21, 2020SubjectConsider a Request for an Interim Use Permit (IUP) and Wetland Alteration Permit (WAP) forthe Purpose of Repairing Landslides Along a Portion of the Minnesota Bluffs LRT Regional TrailSectionPUBLIC HEARINGS Item No: B.1.Prepared By Bob Generous, Senior Planner File No: Planning Case No. 202001PROPOSED MOTION:The Chanhassen Planning Commission recommends City Council approve the Interim Use Permit, Planning Case#202001, to permit grading, excavation and slope restoration as proposed on the plans prepared by BarrEngineering Co., dated 12/13/2019, subject to the Conditions of Approval, and adopt the Findings of Fact andRecommendation.SUMMARY OF REQUESTThe project includes landslide repairs on the Minnesota Bluff LRT Regional trail within the Hennepin County RegionalRailroad Authority (HCRRA) on the north and south side of the trail.APPLICANTHennepin County Regional Railroad AuthoritySITE INFORMATIONPRESENT ZONING: Agricultural Estate District (A2)LAND USE:Hennepin County Regional Railroad Authority RightofWayACREAGE: 7.22 acres DENSITY: NA APPLICATION REGULATIONSChapter 7, Article III. Excavating, Mining, Filling and GradingChapter 20, Sections 20231 through 20237, Conditional Use Permits (Interim Use Permits are processed in thesame manner as Conditional Use Permits)Chapter 20, Article X, “A2”, Agricultural Estate District
BACKGROUND
The trail ran on the embankment for 22 years; railroad cars ran on the embankment for almost 100 years before that.
In July 2014, several areas of the HCRRA’s corridor in Chanhassen were damaged by the storm events grouped as
Presidential Disaster 4182. The most significant damage was an 80foot slope failure that required total closure of the
trail between Pioneer Trail and Highway 101.
RECOMMENDATION
Staff recommends approval of the Interim Use Permit to permit grading, excavation and slope restoration as proposed
on the plans prepared by Barr Engineering Co., dated 12/13/2019, subject to the Conditions of Approval in the staff
report and adoption of the Findings of Fact and Recommendation.
ATTACHMENTS:
Staff Report
Findings of Fact and Recommendation
Development Review Application
Application Narrative
Plan Sheets
Wetland Conservation Act Notice of Application
Affidavit of Mailing
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
(952) 227-1100
STAFF REPORT
Prepared for the Planning Commission
Meeting Date:
City Council Date:
60-Day Review Deadline:
Case #:
Prepared By:
Phone:
Email:
January 21, 2020
February 10, 2020
February 18, 2020
2020-01
RG, EH, RP, JS
(952) 227-1131
bgenerous@ci.chanhassen.
mn.us
PROPOSED MOTION
“The Chanhassen Planning Commission recommends City Council approve the Interim Use Permit, Planning
Case #2020-01, to permit grading, excavation and slope restoration as proposed on the plans prepared by Barr
Engineering Co., dated 12/13/2019, subject to the Conditions of Approval and adopt the Findings of Fact and
Recommendation.”
GENERAL INFORMATION
Request: A request for an Interim Use Permit (IUP) for the purpose of repairing landslides along a portion of
the Minnesota Bluffs LRT Regional Trail.
Site Address:
North of 220 Flying Cloud Drive (CSAH 61) PID: 259990600
(within the right-of-way for the regional trail)
Legal Description: In Sections 25, 34, 35 and 36, Twsp 116, Range 23, Carver County, Minnesota
Applicant Info:
Hennepin County Regional Rail
Authority
Owner
Info:
Hennepin County Regional Rail
Authority
Present Zoning: Agricultural Estate District (A2) 2020 Land Use Plan: Residential High Density
Acreage: 7.22 Density: NA
Location Map:
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 2
Level of City Discretion in Decision-Making:
The city has limited discretion in approving or denying Interim Use Permits for grading, based on whether or
not the proposal meets the standards outlined in the Zoning Ordinance and Chapter 7 of the City Code. If the city
finds that all of the applicable standards are met, the permit must be approved. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
PROPOSAL/SUMMARY
The project includes landslide repairs on the Minnesota Bluff LRT Regional trail within the Hennepin County
Regional Railroad Authority (HCRRA) on the north and south side of the trail. Landslide repair on the south
side will include stabilizing the south slope, repairing the south culvert outlet area and constructing a new storm
sewer and drainage ditch to direct water into the repaired area. Existing trail profile grades will be reduced with
the embankment slopes regraded to less steep grades and finished with turf reinforcement mats. The existing
damage concrete headwall will be removed and existing riprap will be salvaged for reuse. The south culvert
outlet area will be repaired with riprap, boulder cross vanes and a stilling basin. Work in the north area will
include removal of existing pipe debris, placement of riprap fill on the north slope and abandonment of the
existing pipe crossing beneath the trail. Drainage will be rerouted from the north pipe area via a new buried
storm sewer and lined drainage channel, which will discharge to the south culvert outlet area.
APPLICABLE REGULATIONS
Chapter 7, Article III, Excavating, Mining, Filling and Grading
Chapter 20, Sections 20-231 through 20-237, Conditional Use Permits (Interim Use Permits are processed in the
same manner as Conditional Use Permits)
Chapter 20, Article X, “A-2”, Agricultural Estate District
SITE CONSTRAINTS
Wetland Protection
There is a wetland located on the property. The proposed grading does not directly impact the wetlands.
Bluff Protection
There are bluffs on the property. The proposed improvements are to eliminate erosion of the bluff.
Shoreland Management
The property is not located within the Shoreland Overlay District for Rice Lake.
Floodplain Overlay
This property is not within a floodplain.
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 3
BACKGROUND
The trail ran on the embankment for 22 years; railroad cars ran on the embankment for almost 100 years before
that. In July 2014, several areas of the HCRRA’s corridor in Chanhassen were damaged by the storm events
grouped as Presidential Disaster 4182. The most significant damage was an 80-foot slope failure that required
total closure of the trail between Pioneer Trail and Highway 101. This trail is a well-used segment of a large
regional network that serves recreational and commuter users. Its closure requires a six-mile detour.
The HCRRA had worked with Federal Emergency Management Agency (FEMA) and State of Minnesota staff
since June 2014 to restore the slope and reopen the trail. The HCRRA planned to restore the slope in the
summer of 2016 before receiving notice from FEMA that their application for public assistance had been
denied. The denial was appealed in 2016, but public assistance was again denied.
GRADING
The Hennepin County Regional
Railroad Authority (HCRRA) has
submitted an application to excavate
up to approximately 24,800 cubic
yards (CY) on a portion of the
Minnesota Bluffs LRT Regional Trail
located just northwest of 220 Flying
Cloud Drive (Moon Valley
Aggregate). The purpose of this work
is to repair damage due to landslides
that occurred after a high intensity rain
event in June of 2014. Two repair
areas will require grading and
excavation as part of the proposed
permit – the north repair area and the
south repair area.
Landslide repairs in the south repair area, seen in Figure 1, will include: stabilizing the slope south of the
existing regional trail; repairing the south culvert outlet area by removing the existing damaged concrete
headwall, regrading, and installing a new pipe apron; constructing a new storm sewer and drainage ditch to
direct water into the repaired area; and reducing trail profile grades where the landslide occurred by regrading
the embankment slopes to less steep grades, coupled with the installation of turf reinforcement mats. This area
includes the rehabilitation of the stream bed.
Figure 1 - Construction Area
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 4
Work in the north repair area, seen in Figure
2, will include: removal of existing pipe
debris; placement of riprap fill on the slope
north of the existing trail; and abandonment
of the existing pipe crossing beneath the trail.
Drainage will be rerouted from the north pipe
area via a new horizontal directional drilled
storm sewer pipe to a lined drainage channel,
which will discharge to the south culvert
outlet area. Plans for redirecting the water
were provided to the Lower Minnesota River
Watershed District for review and comment
on December 12, 2019.
Stockpile areas have been identified to be
located in staging areas. Due to the limited
areas to stockpile material on site, the
applicant has expressed that the contractor
will likely choose to put any excavated
material directly in trucks to export.
Excavated material will include soil and
unsalvageable riprap. The total estimated quantity provided by the applicant of excavated material is 22,814
CY, with 19,990 CY being common (non-contaminated) and 2,824 CY being special (contaminated material).
The contaminated soils were limited to shallow soils on or near the trail and are attributed to the fact that the
trail was a past railroad line. The applicant has indicated that all contaminated soils will be exported offsite to
an approved waste disposal facility as recommended by the Environmental Soil Investigation provided on
April 4, 2018 by Kevin Eisen, PE, PMP, a Senior Geological Engineer with BARR.
The applicant is proposing two separate accesses to the repair areas. Access to the north repair area will be
from Highview Drive along the trail, located in Eden Prairie, while access to the south repair area is tentatively
planned to be from Flying Cloud Drive via the Moon Valley Aggregate property. Both accesses will require
permissions from each entity: a right-of-way (ROW) permit from the City of Eden Prairie, and a private access
agreement with Moon Valley Aggregate and the landowner. Along with applicable ROW permits and access
agreements, any work that encroaches into adjacent properties outside HCRRA’s property will require
temporary construction easement(s).
Figure 2 - South Repair Area
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 5
The equipment that will utilize the access
routes will include a backhoe (or similar
excavator), small bulldozers, light bobcat(s)
and trucks to transport personnel, equipment
and material. It is proposed that construction-
related traffic and haul routes will utilize
Hennepin County Highway 1 (Pioneer Trail)
and Carver County Highway 61 (Flying Cloud
Drive) to get to and from the sites. Flying
Cloud Drive will be rated for a 10-ton per axle
road. All oversize/overweight loads leaving
the site to the east must apply for County
Transportation OS/OW trip permits.
Although there are no residential, commercial
or industrial developments immediately
adjacent to the areas where construction will
be taking place, construction traffic will be
utilizing the trail which does run near
residential areas. The applicant is proposing
that the work is anticipated to occur between
the months of February and December of 2020.
Due to the period of construction and the proximity of residential areas near the trail, construction hours will be
limited to those hours listed in Sec. 13-52.c of City Ordinance which pertain to construction activities in
conjunction with improvement projects (7:00 a.m. to 6:00 p.m. on weekdays and 9:00 a.m. to 5:00 p.m. on
Saturdays with no work on Sundays or public holidays). Any requests to work beyond those hours shall be
made to the Public Works Director/City Engineer for review and approval. The applicant should be aware that if
excess material is transported to another site in Chanhassen, a separate grading permit will be required for the
other property.
The applicant has submitted plans showing tree removal and restoration to be done as part of the trail repairs.
On either side of the trail are non-developed areas that are fully wooded with native species, such as maples,
lindens, oaks, elms, cottonwoods, etc. On the south side of the trail there is an outlot of Settlers West, owned
by the city and covered by a Conservation Easement. The construction plans show no impact to this area, but
construction limits are directly adjacent to the outlot so staff will be monitoring to ensure there is no
encroachment.
Tree removal will occur along the trail in the repair areas shown in the plans. City Code requires trees 6” and
larger to be shown on plans. However, due to the density of trees, it was recommended to the applicant that a
field inventory during the project will be better suited to the conditions. Therefore, restoration quantities are not
available with the application. Staff will be monitoring and confirming the tree removal for the project and the
applicant is required to plant replacements at a rate of 1:1 for all trees 6” and larger. Replacement trees will be
selections of native overstory and understory species.
Figure 3 - North Repair Area
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 6
EROSION CONTROL
Erosion control has been shown on the plan in general conformance with City Ordinance Sec. 19-145 (Erosion
and Sediment Control) and industry best management practices. Efforts shall be made by the applicant to
ensure erosion control practices remain up to date with city standards, ordinances, and best management
practices. If erosion control measures installed in conjunction with this IUP are deemed by the city to be
ineffective, the city will inform the applicant in writing of any deficiencies. The applicant will be required to
remedy the deficiencies prior to continuing construction operations. Furthermore, upon completion of the
installation of initial erosion control measures as illustrated on the Erosion Control Plan and SWPPP, the
contractor shall contact the city for an initial erosion control inspection prior to grading operations.
Silt fence shall be furnished in accordance with MnDOT Construction Standards, Section 3886. Machine sliced
(MS) or hand installed (HI) woven geotextile silt fence must be installed in all areas specified in the Erosion
Control Plan. MS or HI woven geotextile silt fence must be reinforced using sediment logs, wire backing, or
other effective Best Management Practice.
Phasing is a very important management tool for erosion control, thus one repair area should be stabilized prior
to grading and construction operations of the next repair area. Stabilization of the slope north of the repaired
culvert in the south repair area is needed immediately upon final grading. Stabilization should continue to be
done in phases. Large portions of the site should not be left exposed over weekends or during forecasted heavy
rains. Due to the steep slopes and long runs of the slopes, bio-rolls may be needed to aid in stabilization. Bio-
rolls would help break up the length of slope and minimize erosion potential of the slope with the erosion
control blankets. Six-inch bio-rolls are needed every 15 to 20 feet on steep slopes with exposed soils. Proper
blanket application is crucial for this site. The blankets must make 100% contact with the soil and stapled
according to manufacturer’s specifications. The staple pattern is vital to proper blanket function. The blankets
should be head trenched as well. Geotextile and riprap or geogrids or other approved stabilization is needed to
provide toe protection; there is a chance the toe of the 2:1 slope may start head cutting without toe protection.
Depending on the final soil-used blanket, application may be difficult. For example if the soil is too sandy,
stapling the blanket over long runs will not be successful. ‘Terracing’ blankets or using strips of blankets with a
heavy application of seed mix (20 pounds per acre) and hydromulch may be needed.
Exposed, unworked soils must continue to be stabilized with temporary or permanent stabilization BMPs in
accordance with the construction sequencing as stated in the Erosion Control Plan and the SWPPP.
Additionally, unworked erodible soils with positive slopes must continue to be stabilized using erosion control
blanket or alternate effective BMPs.
Subsurface stormwater movement should be considered with surface movement of stormwater. The applicant
provided figures of ground water elevations from the County Atlas Series, Carver County, Atlas C-21, Part B,
Plate 6. When considering stormwater management, installation of draintile at the toe should be considered to
reduce any future possibility of sloughing due to saturation from ground water or slope seepage.
DRAINAGE
In conjunction with the landslide repairs in the north area, the applicant is proposing to abandon an existing 18”
ductile iron stormwater pipe that is located under the Minnesota Bluffs LRT Regional Trail. The existing
stormwater pipe to be abandoned conveys treated stormwater from the neighboring subdivision, known as
“Settlers West”. In order to re-route the treated stormwater, the applicant has proposed to install a 24” HDPE
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 7
storm sewer pipe via horizontal directional drilling (HDD) to the west, replacing the abandoned conveyance
system to the north (under the Regional Trail), as seen from Figure 4. To ensure the HDD HDPE pipe can be
located in the future, it shall be furnished with tracer wire meeting the City of Chanhassen’s Standard
Specifications. Furthermore, HDD specifications should conform to the city’s Standard Specifications.
Figure 4 - North Area Stormwater Conveyance Reconfiguration
Rather than stormwater being conveyed under the trail and discharged to the north, the HDD pipe will discharge
drainage from the subdivision to the west into a proposed drainage channel, as seen from Figure 5. The
drainage channel will be constructed of a flexible concrete geogrid with rock checks installed approximately
every 50 feet. Additionally, a riprap stilling basin will be installed near the outlet of the HDD pipe to further
assist with energy dissipation and minimization of downstream scouring of the stream bed. While it appears
best practices and proper techniques were utilized in the design of these conveyance systems (size of HDPE
pipe, stilling basins, check dam spacing, etc.) the applicant did not provide hydraulic calculations or a drainage
report for review. The applicant shall submit hydraulic design calculations and follow-up analysis for the newly
proposed stormwater conveyance system, including analysis for riprap stilling basins and rock check dams as
energy dissipaters for a 100-year event. Upon submittal of this analysis, 100% plans shall be provided as the
applicant provided 90% plans with their IUP application.
Figure 5 - Proposed Drainage Channel
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 8
Lastly, stormwater infrastructure and appurtenances will eventually require maintenance, repairs, and potential
upgrades. As these improvements will not be owned and maintained by the City of Chanhassen, the applicant
shall enter into maintenance agreements with the city and/or Lower Minnesota River Watershed District to
ensure maintenance responsibilities and ownership are the responsibility of the HCRRA or their designee, in
perpetuity.
WETLANDS
The applicant is proposing 0.06 acres of temporary impact to WCA jurisdictional wetlands (Sheet G-05 and
G-06). The applicant has claimed that these wetlands are manmade ditch wetlands and should be considered
incidental, and thus not regulated under WCA. The applicant did not provide any evidence as to why these
should be considered incidental (as-builts, soils data, topography, historical aerials, etc.). While initial in-house
desktop review likely supports this claim, any evidence that might show these are in fact incidental wetlands
needs to be provided by the applicant. This can be accomplished through the WCA permit process that is
currently underway, in which a Notice of Decision on whether the wetlands being impacted are incidental or not
can be issued.
RECOMMENDATIONS
Staff recommends approval of the Interim Use Permit to permit grading, excavation and slope restoration as
proposed on the plans prepared by Barr Engineering Co., dated 12/13/2019, subject to the Conditions of
Approval and adoption the Findings of Fact and Recommendation.
1. The interim use permit shall be approved for a period of two (2) years from the date of City Council
approval. The applicant will need to request a formal extension 60 days prior to the expiration date of the
interim use permit.
2. Permits from the appropriate regulatory agency must be obtained; including but not limited to the Minnesota
Pollution Control Agency, Lower Minnesota River Watershed District and Carver County.
3. The applicant must provide the city with a cash escrow or letter of credit in the amount of 110% of the
construction costs for the appropriate phase of the grading operations to guarantee erosion control measures,
site restoration, and compliance with the interim use permit.
4. Documentation and/or load tickets from the approved waste disposal facility where contaminated soils will
be disposed of shall be provided to the city.
5. All required ROW permits, access agreements, and temporary construction easements shall be secured prior
to the commencement of any construction activities.
6. All oversize/overweight loads leaving the site to the east must apply for County Transportation OS/OW trip
permits.
7. Permitted hours of operation will be 7:00 a.m. to 6:00 p.m., Monday through Friday, and 9:00 a.m. to 5:00
p.m. on Saturday with no work permitted on Sunday or legal holidays.
Planning Commission
Interim Use Permit, Planning Case No. 2020-01
January 21, 2020
Page 9
8. If any excess material is hauled to another site in Chanhassen, a separate grading permit will be required for
the other property.
9. The applicant shall schedule a walk-through of the site with city staff to review boundary staking and
removals of edge trees prior to any activity commencing.
10. The applicant shall identify conservation easement boundary on site. Vegetation within the easement may
not be irrevocably damaged by construction activities. If irrevocable damage is caused, the applicant shall
be responsible for replacement plantings at a rate of 2:1 diameter inches.
11. Applicant shall report tree removal quantities to the city.
12. Upon completion of the installation of initial erosion control measures, the contractor shall contact the city’s
Engineering Department (Ryan Pinkalla, 952-227-1173) for an initial erosion control inspection prior to
grading operations.
13. HDPE pipe installed shall be furnished with tracer wire meeting the City of Chanhassen’s Standard
Specifications.
14. The applicant shall submit hydraulic design calculations and follow-up analysis for the newly proposed
stormwater conveyance system, including analysis for riprap stilling basins and rock check dams as energy
dissipaters.
15. One hundred percent (100%) construction plans shall be provided for review and approval prior to
commencement of any construction activities.
16. The applicant shall enter into maintenance agreements with the city and/or Lower Minnesota River
Watershed District to ensure maintenance responsibilities and ownership are the responsibility of the
HCRRA or their designee, in perpetuity, prior to commencement of any construction activities.
17. The applicant shall provide further justification to the wetlands being impacted being incidental. This can
be accomplished through the WCA permit process that is currently underway.
ATTACHMENTS
1. Findings of Fact
2. Development Review Application
3. Application Narrative
4. Minnesota Bluffs LRT Regional Trail Landslide Repairs plans Sheets G-01 through R-04
5. Minnesota Wetland Conservation Act Notice of Application
6. Public Hearing Notice and Mailing List
g:\plan\2020 planning cases\20-01 chanhassen slope failure project iup\staff report.docx
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Hennepin County Regional Railroad Authority (HCRRA) for an Interim Use
Permit to permit grading, excavation and slope restoration.
On January 21, 2020, the Chanhassen Planning Commission met at its regularly
scheduled meeting to consider the application of Hennepin County Regional Rail Authority for
an Interim Use Permit for the property located north of 220 Flying Cloud Drive within the right-
of-way for the Minnesota River Bluffs LRT Regional Trail. The Planning Commission
conducted a public hearing on the proposed interim use which was preceded by published and
mailed notice. The Planning Commission heard testimony from all interested persons wishing to
speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Agricultural Estate District (A2).
2. The property is guided by the Land Use Plan for Residential High Density use.
3. The legal description of the property is:
Hennepin County Regional Railroad Authority (HCRRA) right-of-way fo r Minnesota River
Bluffs LRT Regional Trail in Sections 25, 34, 35 and 36, Twsp 116, Range 23, Carver
County, Minnesota
4. When approving an Interim Use Permit, the city must determine the capability of a proposed
development with existing and proposed uses. The general issuance standards of the
conditional use Section 20-232, include the following 12 items:
a. The mining operation will not be detrimental to or endanger the public health, safety,
comfort, convenience or general welfare of the neighborhood or the city. The site work
will result in the stabilization and re-vegetation of the slope and the reduction in site
erosion.
b. The slope restoration and stormwater improvements will be consistent with the objectives
of the city's comprehensive plan and the zoning code by the protection and stabilization
of the slopes.
c. The slope restoration and stormwater improvements will be designed, constructed,
operated and maintained so to be compatible in appearance with the existing or intended
2
character of the general vicinity and will not change the essential character of that area
because the site will be re-vegetated and the slopes stabilized reducing site erosion. The
aesthetics of the site will be enhanced with the elimination of the slope sluffing,
gullies/ravines in the site and the establishment of site vegetation.
d. The slope restoration and stormwater improvements will not be hazardous or disturbing
to existing or planned neighboring uses because the grading and drainage will be
contained within the site perimeters. Additionally, hours of operation are limited and
specific conditions of approval will be in place and enforced by the city.
e. The slope restoration and stormwater improvements will be served adequately by
essential public facilities and services, including streets, police and fire protection,
drainage structures, refuse disposal, water and sewer systems and schools; or will be
served adequately by such facilities and services provided by the persons or agencies
responsible for the establishment of the proposed use. The use is temporary which does
not need to be served by public facilities and services. The proposed grading will reduce
or eliminate erosion on the slope.
f. The slope restoration and stormwater improvements will not create excessive
requirements for public facilities and services and will not be detrimental to the economic
welfare of the community since this is a temporary use. The repair of the slope will
reopen a regional trail corridor, which is heavily used.
g. The slope restoration and stormwater improvements will not involve uses, activities,
processes, materials, equipment and conditions of operation that will be detrimental to
any persons, property or the general welfare due to excessive production of traffic, noise,
smoke, fumes, glare, odors, rodents, or trash. The proposed grading could result in a
temporary increase in traffic, noise and fumes. The conditions of the approval will
provide standards by which the activities should be minimized.
h. The slope restoration and stormwater improvements will have vehicular approaches to the
property which do not create traffic congestion or interfere with traffic or surrounding
public thoroughfares. Through the use of signage, limits on the hours of operation, and if
traffic becomes congested, additional limits on the hours of hauling operation could be
instituted and potential traffic problems will be mitigated.
i. The slope restoration and stormwater improvements will not result in the destruction, loss
or damage of solar access, natural, scenic or historic features of major significance. The
proposal will result in the removal of some existing canopy. However, the site will be re-
vegetated and there will be less bluff impact.
j. The slope restoration and stormwater improvements will be aesthetically compatible with
the area since the grading and re-vegetation of the site will improve the site aesthetics.
3
k. The slope restoration and stormwater improvements will not depreciate surrounding
property values since the plan will improve the site and its impacts on the surrounding
properties.
l. The slope restoration and stormwater improvements will meet standards prescribed for
certain uses as provided in Chapter 7, Article III of the Chanhassen City Code.
5. The planning report #2020-01 dated January 21, 2020, prepared by Erik Henricksen, et al, is
incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Interim Use
Permit to permit grading, excavation and slope restoration subject to the conditions of the staff
report.
ADOPTED by the Chanhassen Planning Commission this 21st day of January, 2020.
CHANHASSEN PLANNING COMMISSION
BY:___________________________________
Steven Weick, Chairman
g:\plan\2020 planning cases\20-01 chanhassen slope failure project iup\findings of fact.docx
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division – 7700 Market Boulevard
Mailing Address – P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1300 / Fax: (952) 227-1110
APPLICATION FOR DEVELOPMENT REVIEW
Submittal Date: PC Date: CC Date: 60-Day Review Date:
Section 1: Application Type (check all that apply)
(Refer to the appropriate Application Checklist for required submittal information that must accompany this application)
Comprehensive Plan Amendment.........................$600
Minor MUSA line for failing on-site sewers.....$100
Conditional Use Permit (CUP)
Single-Family Residence ................................$325
All Others.........................................................$425
Interim Use Permit (IUP)
In conjunction with Single-Family Residence..$325
All Others.........................................................$425
Rezoning (REZ)
Planned Unit Development (PUD) ..................$750
Minor Amendment to existing PUD.................$100
All Others.........................................................$500
Sign Plan Review...................................................$150
Site Plan Review (SPR)
Administrative..................................................$100
Commercial/Industrial Districts* ......................$500
Plus $10 per 1,000 square feet of building area:
(______ thousand square feet)
*Include number of existing employees: __________
*Include number of new employees: __________
Residential Districts.........................................$500
Plus $5 per dwelling unit (BBBBB units)
Subdivision (SUB)
Create 3 lots or less ........................................$300
Create over 3 lots.......................$600 + $15 per lot
(_____ lots)
Metes & Bounds (2 lots)..................................$300
Consolidate Lots..............................................$150
Lot Line Adjustment.........................................$150
Final Plat.......................................................... $700
(Includes $450 escrow for attorney costs)*
*Additional escrow may be required for other applications
through the development contract.
Vacation of Easements/Right-of-way (VAC)........ $300
(Additional recording fees may apply)
Variance (VAR).................................................... $200
Wetland Alteration Permit (WAP)
Single-Family Residence............................... $150
All Others....................................................... $275
Zoning Appeal...................................................... $100
Zoning Ordinance Amendment (ZOA)................. $500
NOTE: When multiple applications are processed concurrently,
the appropriate fee shall be charged for each application.
Notification Sign (City to install and remove)......................................................................................................................$200
Property Owners’ List within 500’(City to generate after pre-application meeting)..................................................$3 per address
(____ addresses)
Escrow for Recording Documents (check all that apply).......................................................................$50 per document
Interim Use Permit
Variance
Site Plan Agreement
Wetland Alteration Permit
'HHGV
Conditional Use Permit
Vacation
Metes & Bounds Subdivision (GRFV)Easements (____ easements)
TOTAL FEE:
Section 2: Required Information
Description of Proposal:
Property Address or Location:
Parcel #: Legal Description:
Total Acreage: Wetlands Present?Yes No
Present Zoning: Requested Zoning:
Present Land Use Designation: Requested Land Use Designation:
Existing Use of Property:
Check box iI separate narrative is attached.Interim Use Permit Application Attached.
Not Applicable
✔
✔
✔
✔
✔
✔
$1,032.00
The purpose of the planned work is to repair landslides along a portion of the Minnesota Bluffs
LRT Regional Trail that occurred in 2014.
Minnesota Bluffs LRT Regional Trail
259990600 Sections 34, 35, 36 and 25, T116, R23, Carver County, Minnesota
7.22 ✔
Select One Not Applicable
Select One Not Applicable
Minnesota Bluffs LRT Regional Trail
✔
Chanhassen Landslide Repair Project
Interim Use Permit Application
Prepared on behalf of
Hennepin County Regional Railroad Authority
Prepared for
City of Chanhassen
December 2019
4300 MarketPointe Drive, Suite 200
Minneapolis, MN 55435
952.832.2600
www.barr.com
Chanhassen Landslide Repair Project
Interim Use Permit Application
Prepared on behalf of
Hennepin County Regional Railroad Authority
Prepared for
City of Chanhassen
December 2019
P:\Mpls\23 MN\10\23101014 Landslides in Chanhassen HCRRA\_04 Chanhassen Slope Failure Const Plans\WorkFiles\Permitting\City of
Chanhassen\Chanhassen IUP v3.docx
i
Chanhassen Landslide Repair – Interim Use Permit Application
List of Figures
Figure 1 Site Location
Figure 2 LiDAR Map
Figure 3 National Wetlands Inventory Map
Figure 4 Wetland Delineation Map
Figure 5 FEMA Floodplain Map
Figure 6 Public Water Inventory Map
Figure 7 Water Table Depth
Figure 8 Water Table Elevation
Figure 9 Well Locations
List of Attachments
Attachment 1 Proof of Ownership
Attachment 2 Landowner List
Attachment 3 Construction Design Plans
Attachment 4 Draft Specifications for Horizontal Directional Drilling
Attachment 5 Joint Application Form for Activities Affecting Water Resources in Minnesota
1
1 Introduction
This application is prepared to fulfill the City of Chanhassen Interim Use Permit requirements as outlined
in the City Code Chapter 7, Article III, Section 7-35. The application is organized to correspond to each
numbered item under Section 7-35 (b).
Project Description
The scope of the project includes landslide repairs on a portion of the Minnesota Bluffs LRT Regional Trail
in Chanhassen, MN owned by the Hennepin County Regional Railroad Authority (HCRRA). Two areas will
be repaired as part of this project – the north repair area and the south repair area. Project access will be
from Highview Drive in Eden Prairie, proceeding southwest along the trail to the site, and also from Flying
Cloud Drive through the Moon Valley Aggregate operated property (final access route through Moon
Valley Aggregate operated property pending property owner authorization).
Landslide repairs in the south repair area will include stabilizing the south slope, repairing the south
culvert outlet area and constructing a new storm sewer and drainage ditch to direct water into the
repaired area. Plans for redirecting the water were provided to the Lower Minnesota River Watershed
District for review and comment on December 12, 2019. The response from the watershed district will be
provided to the City upon receipt.
Existing trail profile grades will be reduced with the embankment slopes regraded to less steep grades
and finished with turf reinforcement mats. The existing damaged concrete headwall will be removed and
existing riprap will be salvaged for reuse. The south culvert outlet area will be repaired with riprap,
boulder cross vanes, and a stilling basin.
Work in the north area will include removal of existing pipe debris, placement of riprap fill on north slope,
and abandonment of the existing pipe crossing beneath the trail. Drainage will be rerouted from north
pipe area via new buried storm sewer and lined drainage channel, which will discharge to the south
culvert outlet area.
2 Interim Use Permit Application
Item 1: The name and address of the operator and owner of the land, together with proof of
ownership. If the operator and owner are different, both must sign the application.
Contact Information
Owner: Hennepin County Regional Railroad Authority
Mailing Address: 701 4th Ave. S, Suite 400, Minneapolis MN 55415
Contact Person: Jessica Galatz, Project Manager
Phone Number: (612) 348-2691
Email: jessica.galatz@hennepin.us
Alternate Contact Person: Kristine Stehly, Project Engineer
2
Phone Number: (612) 348-6370
Email: kristine.stehly@hennepin.us
Proof of ownership is provide in Attachment 1.
Item 2: The correct legal description of the property where the activity is proposed to occur.
All that part of a variable width strip of land in Sections 34, 35, 36 and 25, Township 116, Range 23, Carver
County, Minnesota, being former railroad right of way. Subject to existing public roads and highways, and
easements of record, if any.
Item 3: A certified abstract listing the names of all landowners owning property within 500 feet of
the boundary of the property described above.
The City of Chanhassen provided the applicant with a list of landowners located within 500 feet of the
property boundary on December 2, 2019. Refer to Attachment 2.
Item 4: Specifications of the following, using appropriate maps, photographs and surveys:
Full project specifications are provided in the construction design plans as Attachment 3. Draft
specifications for horizontal directional drilling (HDD) are provided as Attachment 4. Once a final copy of
the HDD specifications is available it will be provided to the city.
a. Proposed grading plan
Refer to the attached construction design plans, sheet G-08 (Attachment 3).
b. Proposed stockpile sites
Stockpiling will occur in the areas identified as staging areas on plan sheet G-05 (Attachment 3). There is
limited space for stockpiling material on the site. The contractor will likely choose to put any excavated
material directly in trucks to export from the site and stockpile temporarily stripped topsoil on site. It is
likely that material will also need to be imported and stockpiled at the site within the staging areas on
plan sheet G-05 (Attachment 3). Imported material will include riprap, granular filter, and topsoil.
c. The physical relationship of the proposed designated site to the community and existing
development.
The project site is located on a portion of the Minnesota Bluffs LRT Regional Trail in the Rice Lake area just
north of Flying Cloud Drive. The project will take place on Hennepin County Regional Railroad Authority
property. Two repair areas are part of this project – north repair area and south repair area. A gravel pit
owned by Moon Valley Aggregate is located southeast of the south repair area. There are no other
residential, commercial or industrial developments immediately adjacent to the north and south repair
3
areas. Residential areas are located on either side of the trail in the northeast portion of the project area
(Figure 1). The northeast portion of the trail will be used for construction access only.
d. Site topography and natural features including location of watercourses and waterbodies.
The trail slopes down from the northeast towards the southwest with an approximate elevation of 880
feet at the northeast access point coming down to 830 feet at the south repair area. Topography on either
side of the trail is variable but generally downward sloping. Refer to sheet G-08 (Attachment 3) and Figure
2 for elevation contours within the project area. Wetlands are located on either side of the trail along the
access with a small percentage located within the construction limits (Figure 3 and 4; sheets G-05 and G-
06, Attachment 3). A small wetland is located northeast of the north repair area outside of the
construction limits (Figure 4). A stream channel runs adjacent to the trail from the northeast. The stream
channel is outside of the construction limits at the north repair area and flows under the trail via the south
culvert in the south repair area (Figure 4). No other waterbodies are located within the project footprint.
The site is not within a designated floodplain (Figure 5). A Public Water Inventory basin (unnamed) is
located northwest of the access at Highview Drive but is not within project limits and will not be impacted
by construction activities (Figure 6).
e. The description and quantity of material to be excavated.
Excavated material will include soil and riprap. The total estimated quantity of excavated material is:
• Excavation – common (non-contaminated material): 19,990 cubic yards
• Excavation – special (contaminated soil): 2824 cubic yards
The trail lowering portion of the project will require extensive excavation and some of the material on the
surface is contaminated. Contaminated soil will be exported offsite to an approved waste disposal facility.
No new soil will be needed as the finished grade is much lower than existing grade.
f. The depth of water tables throughout the area.
Refer to Figures 7 and 8 for water table depths/elevations. Depth to water table is approximately 0 to 25
feet in most of the south repair area, 25 to 75 feet along the trail and, 0 to 25 feet in the north repair area.
g. The location and depth of wells and buried garbage, water and fill.
There are no public or domestic wells within the project footprint, refer to Figure 8. No buried garbage or
fill was identified at the site.
Item 5: The purpose of the operation.
The purpose of the planned work is to repair landslides along a portion of the Minnesota Bluffs LRT
Regional Trail that occurred in 2014. In addition to the landslide repairs, a new storm sewer and drainage
channel are proposed to be constructed on the south side of the trail that will drain to the south culvert
area. The south culvert will also undergo repairs. The culvert located in the north repair area will be filled
and abandoned in place.
4
Item 6: The estimated time required to compete operation.
Tree clearing will occur prior to the work required to complete the repairs. In total, construction time is
expected to be no greater than ten months.
Item 7: Hours and months of operation.
Work will occur within regular hours, starting no earlier than 7:00 a.m. and finishing no later than 6:00 p.m.
on a daily basis. Work is anticipated to occur between the months of February and December of 2020.
Item 8: A tree survey indicating the location and type of all trees over six inches in caliper. In a
heavily wooded area only the boundaries of the tree areas must be indicated on the survey.
A tree survey was conducted to identify trees over 6 inches in diameter at breast height (dbh). The area
within the construction limits is heavily wooded. Collecting individual tree locations was not feasible given
that the area is heavily wooded. Instead, a square measuring 2,500 square feet was surveyed in three
different locations along the south repair area. On average, about 7 trees at or above 6 inches dbh were
identified within the surveyed squares. Tree clearing will take place in areas as necessary within the limits
of construction (Attachment 3) and will be avoided to the extent practicable. Trees over 6 inches dbh that
are removed during construction will be counted and replanted at a 1:1 ratio within the construction limits
during restoration as space allows. Some areas where trees will be removed will not be replanted due to
new features being constructed. Refer to sheet R-03 (Attachment 3) for the tree replacement plan.
Item 9: An end use landscape plan and interim screening plan for the operation period.
The restoration plan is provided in Attachment 3, sheets R-01 through R-04. An interim screening plan is
not applicable to this project.
Item 10: The plan of operation, including processing, nature of the processing and equipment,
location of the plant source of water, disposal of water and reuse of water.
Not applicable.
Item 11: Travel routes to and from the site and the number and type of trucks that will be used.
Access to the north repair area will be from Highview Drive along the trail. An access road will be
constructed from Highview Drive for truck and equipment access. An application for a right-of-way permit
will be submitted to the City of Eden Prairie once the contractor has been selected and construction dates
are finalized. The City of Eden Prairie permit is required to obtained authorization for constructing a
temporary access route in the City of Eden Prairie right-of-way. The timeline for submitting the
application in late winter/spring of 2020 and the application requirements have been discussed with the
City of Eden Prairie. Access to the south repair area will be from Flying Cloud Drive via Moon Valley
Aggregate property (pending owner approval). Equipment used will include a backhoe or similar
excavator, small bulldozers, light bobcat(s), and trucks to transport personnel, equipment and material.
5
Beyond the direct access routes into the project area, it is anticipated that most construction related traffic
would use County Highway 1 and County Highway 61.
Item 12: Plans for drainage, erosion and sediment control and dust control.
No drainage will occur as part of this project. Erosion and sediment control best management practices
(BMPs) are outlined in the storm water pollution prevention plan (SWPPP) included in Attachment 3,
sheets C-05 and C-06.
Item 13: A restoration plan providing for the orderly and continuing restoration of all disturbed
land to a condition equal to or better than that which existed prior to the earth work. Such plan
shall illustrate, using photographs, maps and surveys where appropriate, the following:
a. The contour of the land prior to excavation and proposed contours after completion of
excavation and after completion of restoration.
Refer to Figure 2 for current topographic contours and refer to Attachment 3, sheet G-08 for topographic
contours after project completion (regraded area along trail modifications).
b. Those areas of the site to be used for storage of topsoil and overburden.
The site does not currently contain much topsoil. It is anticipated that the contractor will strip what topsoil
they can and stockpile it in the staging areas, but most of the topsoil used in site restoration will likely
need to be imported.
c. A schedule setting forth the timetable for excavation of land lying within the extraction facility.
Refer to items 6 and 7 for a schedule of the proposed activities.
d. The grade of all slopes after restoration, based upon proposed land uses, and description of the
type and quantity of plantings where revegetation is to be conducted.
Refer to Attachment 3, sheets G-08 for area that will be regraded and sheets R-01 through R-03 for the
restoration plans. The construction area will be re-seeded using MnDOT approved seed mixes. Types of
seed mixes are outlined on the restoration plan (sheet R-01, Attachment 3) with a total area to be seeded
of up to 7.41 acres.
e. The criteria and standards to be used to achieve final restoration as well as intermittent
stabilization.
Intermittent stabilization will be achieved with the use of erosion and sediment control BMPs. Final
restoration will be achieved per the restoration plan (sheet R-01 through R-03, Attachment 3). For further
information refer to the SWPPP on sheets C-05 and C-06 (Attachment 3).
6
Item 14: A statement identifying the applicant's program to insure compliance with the permit
conditions, method of response to complaints and resolving conflicts that may arise as a result of
complaints.
HCRRA will obtain coverage under the Minnesota Pollution Control Agency’s General Permit for
Construction Stormwater. As such, required inspections under that coverage will be completed and will
serve as means to oversee compliance with the permit conditions. Conflicts that are brought to the City’s
attention can be directed to Jessica Galatz (612) 348-2691.
Item 15: Unless exempt under Minnesota Rules, an environmental assessment worksheet, if
required by the city.
Not applicable.
Item 16: A wetland alteration permit, if required by the City Code, which shall be processed
concurrently with the excavation permit application.
A joint application form for activities affecting water resources in Minnesota was submitted to the U.S.
Army Corps of Engineers and serves to fulfill the city’s wetland alteration requirement. It is provided as
Attachment 5 for reference.
The application materials are supported by field delineations completed in 2015 and 2019. Delineation
work was confirmed by the City of Chanhassen’s technical evaluation panel, as noted in the attached
application materials.
Figures
MN River Bluffs LRTHighviewDrSierraTrPioneer CirLakeland TerV o g e Far m Tr
Sett l e r s Ct TrailsEndRdSet
tl
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DrPioneer Tr E x p l o re rT rMeadowlarkLaFoxHol
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owDrFlying Cloud D
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D e e rb ro o kD r45671
456714
456761
HennepinHennepinCountyCounty
CarverCarverCountyCounty
TWP 116W
RNG 23N
SEC 23
TWP 116WRNG 23N
SEC 23
TWP 116W
RNG 22N
SEC 22
TWP 116WRNG 22N
SEC 22
Eden Prairie
Chanhassen
SITE LOCATION
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 1
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Feet
!;NMinnesota Bluff Rivers
LRT Regional Trail
Construction Limits
County Boundary
Municipal Boundary
Public Land
Survey Section
Imagery Source; NearMap, April 2019
HighviewDrSierraTrPioneer CirLakeland TerVoge FarmTr
Set t l e rsCt TrailsEndRdS
e
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E x p l o re rT rMeadowlarkLaFoxHollowDrFlying Cloud Dr
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45671
456714
456761870850820
800
780
750740730710700910880900860840790
760
770
720
920
910
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0 850890880830
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0
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0
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9
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0 900900890
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7
0
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720900LIDAR MAPMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 2
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Feet
!;NConstruction Limits
Surface Elevation (Carver Co., 2011)
10-foot Contour
2-foot Contour Imagery Source; NearMap, April 2019
Highview DrSierraTrPioneer CirLakeland TerV o g e Far m Tr
Sett l e r s Ct TrailsEndRdS
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DrPioneer Tr E x p l o re rT rMeadowlarkLaFoxHol
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456714
456761
HennepinHennepinCountyCountyCarverCarverCountyCounty
PEMA
PEMC
L1UBH
PEMC
PEMC
PUBG
PUBGx
PEMF
PFO1Cd
PUBGx
PEMCd
PEMCd PEMCd
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PFO1C
PEMCd
TWP 116W
RNG 23N
SEC 25
TWP 116WRNG 23N
SEC 36
TWP 116W
RNG 22N
SEC 30
TWP 116WRNG 22N
SEC 31
NATIONAL WETLAND INVENTORY
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 3
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Public Land Survey Section
County Boundary
Wetlands (National Wetlands Inventory)
Freshwater Emergent Wetland
Freshwater Forested/Shrub Wetland
Freshwater Pond
Lake
Imagery Source; NearMap, April 2019
0 700Feet!;N
Highview DrLakeland TerPioneer Tr
Trails End Rd456714
45671
WETLAND DELINEATION MAPMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 4
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Approximate Stream Channel
Delineated Wetlands
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
TrailsEndRdWETLAND DELINEATION MAPMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 4
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Approximate Stream Channel
Delineated Wetlands
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
TrailsEndRdWETLAND DELINEATION MAPMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 4
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Approximate Stream Channel
Delineated Wetlands
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
WETLAND DELINEATION MAPMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 4
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Approximate Stream Channel
Culvert Pipe
Delineated Wetlands
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
WETLAND DELINEATION MAPMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 4
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Approximate Stream Channel
Culvert Pipe
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
HighviewDrSierraTrPioneer CirLakeland TerV o g e Far m Tr
Sett l e r s Ct TrailsEndRdSet
tl
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DrPioneer Tr E x p l o re rT rMeadowlarkLaFoxHol
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D e e rb ro o kD r45671
456714
456761
HennepinHennepinCountyCountyCarverCarverCountyCounty
TWP 116W
RNG 23N
SEC 23
TWP 116WRNG 23N
SEC 23
TWP 116W
RNG 22N
SEC 22
TWP 116WRNG 22N
SEC 22
FEMA FLOODPLAIN MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 5
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Public Land Survey Section
County Boundary
FEMA Flood Hazard
Special Flood Hazard Area with
Base Flood Elevation (Zone AE)
Area of Minimal Flood
Hazard (Zone X)
Imagery Source; NearMap, April 2019
0 700Feet!;N
Unnamed
Unnamed
Lake Riley
Rice Lake
Unnamed
45671
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HennepinHennepinCountyCountyCarverCarverCountyCounty
101
912C
TWP 116WRNG 23NSEC 23
TWP 116WRNG 23NSEC 23
TWP 116WRNG 22NSEC 22
TWP 116WRNG 22NSEC 22
B lu ffC re e k
RileyCreek
PUBLIC WATER INVENTORYMinnesota River Bluffs LRTRegional Trail Slope StabilizationChanhassen, Minnesota
FIGURE 6
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Public Land Survey Section
County Boundary
Public Water Inventory Watercourses
Public Water Inventory Basins Imagery Source; NearMap, April 2019
0 1,000
Feet
!;N
HighviewDrSierraTrPioneer CirLakeland TerVo g e Fa rm Tr
Set t l e r sCt TrailsEndRdSet
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Flying Cloud
Dr
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Dr
45671
456714
456761
HennepinHennepinCountyCounty
CarverCarverCountyCounty
TWP 116W
RNG 23N
SEC 23
TWP 116WRNG 23N
SEC 23
TWP 116W
RNG 22N
SEC 22
TWP 116W RNG 22NSEC 22870850820
800
780
750720710700910880900860840790
760
920
910
900880850830890
8
7
0 890880830
810 82080076075074082080080
0
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0 9009
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7
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1
0 760930920920
9
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910
910
910
890890900
900
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890870870870860
8408108007907807
7
0
740
900
WATER TABLE DEPTH
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 7
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Public Land Survey Section
County Boundary
Depth to Water Table (ft)
0 to 10
>10 to 25
>25 to 50
>50 to 75
Surface Elevation (Carver Co., 2011)
10-foot Contour
Imagery Source; NearMap, April 2019
0 700Feet!;N Note:Water table elevation data is from the County Atlas Series,Carver County, Atlas C-21, Part B, Plate 6; Minnesota DNR
HighviewDrSierraTrPioneer CirLakeland TerVo g e Fa rm Tr
Set t l e r sCt TrailsEndRdSet
t
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E x p lo r e r TrMeadowlarkLaFoxHollowDr
Flying Cloud
Dr
D
eerbrook
Dr
45671
456714
456761
HennepinHennepinCountyCounty
CarverCarverCountyCounty
TWP 116W
RNG 23N
SEC 23
TWP 116WRNG 23N
SEC 23
TWP 116W
RNG 22N
SEC 22
TWP 116W RNG 22NSEC 22870850820
800
780
750720710700910880900860840790
760
920
910
900880850830890
8
7
0 890880830
810 82080076075074082080080
0
79
07809
1
0 9009
2
0
910 8808708308207707
5
0900890900890
730
72081
0
740840790
7
8
0
7709
2
0
900
8808908808808508208108
1
0 760930920920
9
1
0910
910
910
910
890890900
900
9
0
0 900900890
890870870870860
8408108007907807
7
0
740
900
WATER TABLE ELEVATION
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 8
Barr Footer: ArcGIS 10.7.1, 2019-11-20 22:04 File: I:\Projects\23\10\1014\Maps\City_Permit_Nov2019\Fig08 Water Table Elevation.mxd User: mrqConstruction Limits
Public Land Survey Section
County Boundary
Water Table Elevation (ft MSL)
>700 to 725
>725 to 750
>780 to 800
>800 to 825
>825 to 850
>850 to 875
>875 to 900
>900 to 925
>925 to 950
Surface Elevation (Carver Co., 2011)
10-foot Contour
0 700Feet!;N
Note:Water table elevation data is from the County Atlas Series,Carver County, Atlas C-21, Part B, Plate 6; Minnesota DNR
Imagery Source; NearMap, April 2019
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00453959
260 ft
00195526
440 ft
00433438
320 ft
00424017
260 ft
00520460
280 ft
00493945
347 ft
00435412
297 ft
00536939
340 ft
00668017
295 ft
00453903
277 ft
00541667
270 ft
00458081
271 ft
00439529
287 ft
00122946
280 ft
00105357
220 ft
00227329
241 ft00484845
272 ft
00130757
164 ft
00212690
300 ft
00195525
160 ft
00475742
290 ft00573595
245 ft
00433632
315 ft
00453954
285 ft
00536287
260 ft
00118816
230 ft
00137392
272 ft
00743436
291 ft
00493905
260 ft
00439540
283 ft
00677872
326 ft
00526430
275 ft
00206822
229 ft
00229183
154 ft
00515575
249 ft
00137399
275 ft
00109903
250 ft
00477431
306 ft
00479338
275 ft
00686563
277 ft
00475747
256 ft 00426535
241 ft
00493927
297 ft00475748
295 ft
00536284
280 ft
00479344
305 ft
00561384
265 ft
00453728
290 ft
00464905
257 ft
00575573
197 ft
00428205
259 ft
00206851
260 ft
00466476
320 ft
00475734
295 ft
00441544
260 ft
00147875
418 ft
00435449
215 ft
00521939
242 ft
00109888
260 ft
00658634
232 ft
00404365
380 ft
00510419
310 ft
00426576
278 ft
00258792
0 ft
00736175
224 ft
00458121
250 ft
00441130
292 ft
00627239
242 ft
00554078
250 ft
00127512
277 ft
00477427
290 ft
00118819
305 ft
00520188
298 ft
00441140
260 ft
00696454
285 ft
00615591
215 ft
00481909
216 ft
00109929
230 ft
00405097
180 ft
00439506
259 ft
00439502
296 ft
00481250
220 ft
00548545
310 ft
00565734
320 ft
00522177
168 ft
00532587
218 ft
00818035
261 ft
00825607
367 ft
HennepinHennepinCountyCounty
CarverCarverCountyCounty
NEARBY WATER WELLS
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 9
Barr Footer: ArcGIS 10.7.1, 2019-11-20 22:08 File: I:\Projects\23\10\1014\Maps\City_Permit_Nov2019\Fig09 Nearby Water Wells.mxd User: mrqConstruction Limits
County Boundary
Well - County Well Index
!>Domestic
!>
Public Supply/Non-Community
Transient
!>Public Supply/Non-Community
0 700Feet!;N
00258792
230 ft
Unique ID
Depth
Attachments
Attachment 1
Proof of Ownership – Hopkins to Chaska Deed
Attachment 2
Landowner List
Chanhassen Landslide Repair – Interim Use Permit ApplicationLANDOWNER LIST ‐ provided by City of Chanhassen 12‐2‐19PIN TAX_NAME TAX_ADD_L1 TAX_ADD_L2 SITEADD254090030 MATTHEW J CHRISTENSEN 10 PIONEER TRL CHANHASSEN, MN 553178627 10 PIONEER TRL257560410 JOE MORRISON 100 8TH AVE S UNIT 106 HOPKINS, MN 55343‐10029 TRAILS END RD253350020 SUSAN V RECH 1000 HESSE FARM RD CHASKA, MN 553189520 1000 HESSE FARM RD257560390 TINA RISCH 10005 TRAILS END RD CHANHASSEN, MN 553174594 10005 TRAILS END RD253350030 JOHN D & BARBARA J FORCE 1001 HESSE FARM RD CHASKA, MN 553189527 1001 HESSE FARM RD257560130 CHRISTOPHER & MICHELE A J FAZI 10012 TRAILS END RD CHANHASSEN, MN 553174594 10012 TRAILS END RD257560400 DANIEL J JOST 10017 TRAILS END RD CHANHASSEN, MN 553174594 10017 TRAILS END RD253350010 PAUL W & SUSAN M ALLEN 1002 HESSE FARM RD CHASKA, MN 553189520 1002 HESSE FARM RD257560140 JUDY E MANEY TRUST 10024 TRAILS END RD CHANHASSEN, MN 553174594 10024 TRAILS END RD257560150 STACEY M BURROUGHS REV TRUST 10036 TRAILS END RD CHANHASSEN, MN 55317 10036 TRAILS END RD257560160 MICHAEL J KANE 10048 TRAILS END RD CHANHASSEN, MN 553174594 10048 TRAILS END RD257560420 HEATHER HOLLAND NEUBAUER 10053 TRAILS END RD CHANHASSEN, MN 55317 10053 TRAILS END RD257560170 MATTHEW T KEEN 10060 TRAILS END RUN CHANHASSEN, MN 55317 10060 TRAILS END RD257560430 WILLIAM & ELIZABETH PETA 10065 TRAILS END RD CHANHASSEN, MN 553174594 10065 TRAILS END RD257560180 CHRISTOPHER & ERIN WETMORE TRUSTS 10072 TRAILS END RD CHANHASSEN, MN 553174594 10072 TRAILS END RD257560440 PAUL A & SHERYL A CARLSON 10077 TRAILS END RD CHANHASSEN, MN 553174594 10077 TRAILS END RD257560190 SCOTT ANSETH 10084 TRAILS END RD CHANHASSEN, MN 553174594 10084 TRAILS END RD257560200 DANIEL W ABERCROMBIE 10096 TRAILS END RD CHANHASSEN, MN 553174594 10096 TRAILS END RD257560500 SETTLERS WEST LP 10096 TRAILS END RD CHANHASSEN, MN 553174594 9841 TRAILS END RD257560210 PHILIPPE O SCHWOB 10112 TRAILS END RD CHANHASSEN, MN 553174593 10112 TRAILS END RD253300100 RUSSELL A LEIGHTON JR 1025 HESSE FARM RD CHASKA, MN 553189527 1025 HESSE FARM RD253320160 MARY E BRIOL 10377 HEIDI LN CHASKA, MN 553189516 10377 HEIDI LN253320270 MICHAEL PARADIS REV TRUST 10421 BLUFF CIR CHASKA, MN 553189534 10421 BLUFF CIR253320230 BEVERLY J ZIMMER 10440 BLUFF CIR CHASKA, MN 55318 10440 BLUFF CIR253320250 SCOTT A LINDBLAD 10441 BLUFF CIR CHASKA, MN 553189534 10441 BLUFF CIR253320240 WILLIAM N DECOULOS 10460 BLUFF CIR CHASKA, MN 553189534 10460 BLUFF CIR257420120 ELIZABETH M VOGEL REV TRUST 105 PIONEER TR CHANHASSEN, MN 553178660 105 PIONEER TRL253300110 KEVIN E & JANET S WINTER 1075 HESSE FARM RD CHASKA, MN 553189527 1075 HESSE FARM RD254090010 BRYAN & ANGELA MALONEY LIV TRUST 108 PIONEER TRL CHANHASSEN, MN 553178659 108 PIONEER TRL253300120 NANCY MADSEN REV TRUST 1101 HESSE FARM RD CHASKA, MN 553189526 1101 HESSE FARM RD250360700 BEATRICE I ZWIERS IRREV TRUST 11111 DEUCE RD ELKO, MN 55020‐9591 220 FLYING CLOUD DR250360200 MOON VALLEY AGGREGATES INC 11111 DEUCE RD ELKO, MN 55020 100 FLYING CLOUD DR250350800 GORAN PUJIC 1161 BLUFF CREEK DR CHASKA, MN 55318 1161 BLUFF CREEK DR250350700 ALAN L JONGERIUS 1190 BLUFF CREEK DR CHASKA, MN 553189515 1190 BLUFF CREEK DR253300140 LEO RICHARD DEE & KAREN COUGHLIN DEE TRS 1201 HESSE FARM CIR CHASKA, MN 553189518 1201 HESSE FARM CIR253320260 MAREN DVORAK 1221 BLUFF CREEK DR CHASKA, MN 553189515 1221 BLUFF CREEK DR253300150 BRIAN JAY BIELKE 1225 HESSE FARM CIR CHASKA, MN 55318 1225 HESSE FARM CIR253250050 JEFFREY M GOOD 1231 BLUFF CREEK DR CHASKA, MN 553189515 1231 BLUFF CREEK DR253250040 THOMAS GNANAPRAGASAM 1251 BLUFF CREEK DR CHASKA, MN 55318 1251 BLUFF CREEK DR
Chanhassen Landslide Repair – Interim Use Permit ApplicationLANDOWNER LIST ‐ provided by City of Chanhassen 12‐2‐19253300160 MAUREEN ANN GRAZZINI TRUST 1251 HESSE FARM CIR CHASKA, MN 55318 1251 HESSE FARM CIR253250030 NICHOLAS WARITZ 1271 BLUFF CREEK DR CHASKA, MN 553189515 1271 BLUFF CREEK DR257980010 P R KELLY PROPERTIES LLC 13991 KENSINGTON AVE NE PRIOR LAKE, MN 55372‐550 FLYING CLOUD DR250350500 HEIDI R MOE 1425 BLUFF CREEK DR CHASKA, MN 553189515 1201 BLUFF CREEK DR3.01162E+12 JOSH & JULIE TAYLOR 1510 MIDWAY LN GLENVIEW IL 60026‐7792 19018 VOGEL FARM TR250351810 SKIP S COOK 15506 VILLAGE WOODS DR EDEN PRAIRIE, MN 55347‐1439 10551 GREAT PLAINS BLVD250250800 WILLIAM C GRIFFITH 185 PIONEER TRL CHANHASSEN, MN 553178660 185 PIONEER TRL250360100 RILEY PURGATORY BLF CRK WS 18681 LAKE DR E CHANHASSEN, MN 553173.01162E+12 RYAN & HEATHER ZICK 18936 EXPLORER TR EDEN PRAIRIE MN 55347 18936 EXPLORER TR3.01162E+12 WESTON T & LARUA K ROPER 18945 EXPLORER TR EDEN PRAIRIE MN 55347 18945 EXPLORER TR3.01162E+12 GREGORY & COLLEEN WEBER 18948 EXPLORER TR EDEN PRAIRIE MN 55347 18948 EXPLORER TR3.01162E+12 MICHAEL & CARIN VIERTEL 18957 EXPLORER TR EDEN PRAIRIE MN 55347 18957 EXPLORER TR3.01162E+12 RANIA DOUBAL BACHOUR 19042 VOGEL FARM TR EDEN PRAIRIE MN 55347 19042 VOGEL FARM TR3.01162E+12 JEFFREY V & JENNIFER J JIOVANAZZO 19066 VOGEL FARM TR EDEN PRAIRIE MN 55347 19066 VOGEL FARM TR3.01162E+12 RICHARD J & SUSAN J LANAHAN 19090 VOGEL FARM TR EDEN PRAIRIE MN 55347 19090 VOGEL FARM TR3.01162E+12 WILLIAM & PATRICIA BARTRAM 19114 VOGEL FARM TR EDEN PRAIRIE MN 55347 19114 VOGEL FARM TR250362500 RUSSELL J BARTO II 1969 WOODSTONE LN VICTORIA, MN 55386‐9639 410 LAKOTA LN250362900 DAN & VALERIE TESTER 230 FLYING CLOUD DR CHASKA, MN 55318‐9532 230 FLYING CLOUD DR250363300 STEVEN JON & ANGELA S SMITH 240 FLYING CLOUD DR CHASKA, MN 553189532 240 FLYING CLOUD DR250363200 MAX LAUREANO 250 FLYING CLOUD DR CHASKA, MN 55318 250 FLYING CLOUD DR259990600 HENNEPIN CO REG RR AUTHORITY 300 6TH ST S SW STREET LEVEL MINNEAPOLIS, MN 55487‐0999 Null250362020 RUSSELL & YVONNE BARTO 400 LAKOTA LN CHASKA, MN 553189452250362400 RUSSELL J & YVONNE L BARTO TRUST 400 LAKOTA LN CHASKA, MN 553189452 400 LAKOTA LN250363800 MATHEW JOHNSON 415 LAKOTA LN CHASKA, MN 553189457 415 LAKOTA LN251300050 KEVIN FALCONER 425 LAKOTA LN CHASKA, MN 55318 425 LAKOTA LN251300040 WANDA SYNSTELIEN 445 LAKOTA LN CHASKA, MN 553189457 445 LAKOTA LN250360710 CHARLIE D HAZZARD 450 FLYING CLOUD DR CHASKA, MN 553189533 450 FLYING CLOUD DR250363100 ALVIN R LEBENS 460 FLYING CLOUD DR CHASKA, MN 55318 460 FLYING CLOUD DR250362800 MICHAEL S SPIESS 470 FLYING CLOUD DR CHASKA, MN 553189533 470 FLYING CLOUD DR251300030 DONAVON GLOUDE 495 LAKOTA LN CHASKA, MN 55318 495 LAKOTA LN250350111 STATE OF MINNESOTA ‐ DNR 500 LAFAYETTE RD ST PAUL, MN 55155‐4045251300020 ECO REAL ESTATE HOLDINGS LLC 510 PLEASANTVIEW RD CHANHASSEN, MN 55317 535 LAKOTA LN258490010 MARTIN K & KATHLEEN M SCHUTROP 540 LAKOTA LN CHASKA, MN 553189453 540 LAKOTA LN251300010 HEATHER LYNN SILVA 565 LAKOTA LN CHASKA, MN 55318 565 LAKOTA LN250362210 CHRISTOPHER R KNUTSON 575 LAKOTA LN CHASKA, MN 553189455 575 LAKOTA LN250362200 JOHN C SCHWANKE 595 LAKOTA LN CHASKA, MN 553189456 595 LAKOTA LN250361300 608 FLYING CLOUD LLC 608 FLYING CLOUD DR CHASKA, MN 553189502 608 FLYING CLOUD DR250362220 JAMES A & BONNIE B SWANSEN 615 LAKOTA LN CHASKA, MN 553189455 615 LAKOTA LN3.01162E+12 HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITY 701 4TH AVE S SUITE 400 MINNEAPOLIS MN 55415 61 ADDRESS UNASSIGNED3.01162E+12 SETTLERS WEST HO ASSOC ‐ COMMUNITY DEV INC 7100 MADISON AVE W GOLDEN VALLEY MN 55427 61 ADDRESS UNASSIGNED
Chanhassen Landslide Repair – Interim Use Permit ApplicationLANDOWNER LIST ‐ provided by City of Chanhassen 12‐2‐193.01162E+12 CITY OF EDEN PRAIRIE 8080 MITCHELL RD EDEN PRAIRIE MN 55344 61 ADDRESS UNASSIGNED250351710 HAGEN LAWN & LANDSCAPE LLC 850 FLYING CLOUD DR CHASKA, MN 553189503 850 FLYING CLOUD DR3.01162E+12 MARK W & SUZAN R KAMMER 9600 HIGHVIEW DR EDEN PRAIRIE MN 55347 9600 HIGHVIEW DR257420110 JONATHAN P & JOANN DIMINO 9751 MEADOWLARK LN CHANHASSEN, MN 553178826 9751 MEADOWLARK LN3.01162E+12 KARL REYNOLDS & CHRISTI HART 9800 TRAILS END RD EDEN PRAIRIE MN 55347 9800 TRAILS END RD3.01162E+12 THOMAS A & KELLY A HOPPER 9805 TRAILS END RD EDEN PRAIRIE MN 55347 9805 TRAILS END RD3.01162E+12 KRISTA A HAYEK & PETER N WHITE IV 9812 TRAILS END RD EDEN PRAIRIE MN 55347 9812 TRAILS END RD3.01162E+12 MICHAEL & AMY RUETZ 9817 TRAILS END RD EDEN PRAIRIE MN 55347 9817 TRAILS END RD252640160 NATHAN H GRIFFITHS 9821 DEERBROOK DR CHANHASSEN, MN 553178550 9821 DEERBROOK DR3.01162E+12 JEFFREY J HOLM & JENNIFER EKEREN‐HOLM 9824 TRAILS END RD EDEN PRAIRIE MN 55347 9824 TRAILS END RD257560010 MICHAEL A & CHRISTINE M MANNO 9836 TRAILS END RD CHANHASSEN, MN 553174591 9836 TRAILS END RD252640150 TRUST AGREEMENT OF RICHARD & CATHERINE M 9841 DEERBROOK CHANHASSEN, MN 553178550 9841 DEERBROOK DR257560020 DANIEL S LAUN 9848 TRAILS END RD CHANHASSEN, MN 553174591 9848 TRAILS END RD257560300 SCOTT LAUERMAN 9853 TRAILS END RD CHANHASSEN, MN 553174591 9853 TRAILS END RD257560030 SARAH J BREIT 9860 TRAILS END RD CHANHASSEN, MN 55317 9860 TRAILS END RD252640140 ANN K LONSTEIN REVOCABLE TRUST 9861 DEERBROOK DR CHANHASSEN, MN 553178550 9861 DEERBROOK DR257560040 JASON BURLAGE 9872 TRAILS END RD CHANHASSEN, MN 55317 9872 TRAILS END RD252640130 JOHN M & LINDA J REVIER 9881 DEERBROOK DR CHANHASSEN, MN 553178550 9881 DEERBROOK DR252640120 RYAN & COURTNEY DUNLAY 9901 DEERBROOK DR CHANHASSEN, MN 553178552 9901 DEERBROOK DR257560310 A JEFFREY KARSCHNIK 9905 TRAILS END RD CHANHASSEN, MN 55317 9905 TRAILS END RD257560050 JARED JOHN GRUNIG 9912 TRAILS END RD CHANHASSEN, MN 55317 9912 TRAILS END RD257560320 ELIZABETH A FARRELL9917 TRAILS END RD CHANHASSEN, MN 55317 9917 TRAILS END RD252640110 KIRK D HEISSEL 9921 DEERBROOK DR CHANHASSEN, MN 55317 9921 DEERBROOK DR257560060 JASON EMMETT 9924 TRAILS END RD CHANHASSEN, MN 55317 9924 TRAILS END RD257560330 LENNART J JOHNSON 9929 TRAILS END RD CHANHASSEN, MN 553174592 9929 TRAILS END RD257560070 WILLIAM J ROUSE 9936 TRAILS END RD CHANHASSEN, MN 553174592 9936 TRAILS END RD252640100 ROSS L HABBEN 9941 DEERBROOK DR CHANHASSEN, MN 55317 9941 DEERBROOK DR257560340 JON FRANSWAY 9941 TRAILS END RD CHANHASSEN, MN 553174592 9941 TRAILS END RD257560080 STEVEN C KIMES 9948 TRAILS END RD CHANHASSEN, MN 553174592 9948 TRAILS END RD257560350 ROBERT G DAUB REV TRUST 9953 TRAILS END RD CHANHASSEN, MN 553174592 9953 TRAILS END RD257560090 XIANGDONG LIN 9960 TRAILS END RD CHANHASSEN, MN 553174592 9960 TRAILS END RD252640090 JENNIFER M PALMQUIST 9961 DEERBROOK DR CHANHASSEN, MN 553178552 9961 DEERBROOK DR257560360 CHRISTOPHER C ATTERBERRY 9965 TRAILS END RD CHANHASSEN, MN 553174592 9965 TRAILS END RD257560100 JAMES DOBCHUK 9972 TRAILS END RD CHANHASSEN, MN 553174592 9972 TRAILS END RD257560370 STEVEN R PASCHKE 9977 TRAILS END RD CHANHASSEN, MN 553174592 9977 TRAILS END RD252640070 PAUL J TAUNTON 9980 DEERBROOK DR CHANHASSEN, MN 553178551 9980 DEERBROOK DR252640080 JIMMY M & MARY E ROANE 9981 DEERBROOK DR CHANHASSEN, MN 55317 9981 DEERBROOK DR257560110 RANDALL S & MELODEE D BROOKS 9984 TRAILS END RD CHANHASSEN, MN 553174592 9984 TRAILS END RD257560380 MATTHEW J WILLIAMS 9989 TRAILS END RD CHANHASSEN, MN 55317 9989 TRAILS END RD257560120 RICHARD BARBARI 9996 TRAILS END RD CHANHASSEN, MN 553174592 9996 TRAILS END RD
Chanhassen Landslide Repair – Interim Use Permit ApplicationLANDOWNER LIST ‐ provided by City of Chanhassen 12‐2‐19256010020 PCH DEVELOPMENT LLC PO BOX 94 SHAKOPEE, MN 55379 10520 GREAT PLAINS BLVD
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:18 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTITLE SHEET, PROJECT LOCATION, ANDSHEET INDEX23101014.04-G-01D..90% DESIGNNOT FOR CONSTRUCTION.CONSTRUCTION LIMITSPROJECT LOCATIONCARVER COUNTYCHANHASSEN, MN.NORTH REPAIR AREASOUTH REPAIR AREANORTH AREA ACCESS FROMHIGHVIEW DRIVEANTICIPATED RIGHT OF ENTRYFROM FLYING CLOUD DRIVE TOBOTTOM OF SLOPE OF SOUTHREPAIR AREAGENERAL NOTES:1.TOPOGRAPHIC SURVEY INFORMATION SHOWN IN THIS PLAN SET IS A COMBINATION OFDATA FROM: SURVEY CONDUCTED BY BARR ENGINEERING CO. IN JANUARY 2015,SURVEY CONDUCTED BY STONEBROOKE IN JANUARY 2019 AND MnDNR 2011 LiDARTOPOGRAPHY.2.IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY,MINNESOTA, 2015.3.HORIZONTAL DATUM AND COORDINATE SYSTEM: CARVER COUNTY COORDINATES,NAD83 HARN, US SURVEY FEET.4.VERTICAL DATUM: NGVD29.MOON VALLEYAGGREGATERICE LAKEGOPHER STATE ONE CALL:CALL BEFORE YOU DIG.1-800-252-1166FLYING CLOUD DRIVEDEERBROOK DRREG
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BLUFFS LRT. . . . TITLE SHEET, PROJECT LOCATION, AND SHEET INDEXG-01G-02. . . . EXISTING CONDITIONS - PLANC-06. . . . TRAIL MODIFICATIONS - PLAN AND PROFILEC-02C-01. . . . STORM WATER POLLUTION PREVENTION PLAN (SWPPP)C-03C-07C-08C-13C-05C-04G-03. . . . REMOVALS AND TEMPORARY EROSION CONTROL PLANENGINEER CONTACT:Matt PetersonBarr Engineering Co.4300 MarketPointe Dr.Minneapolis, MN 55435952-832-2949mpeterson@barr.comOWNER'S REPRESENTATIVECONTACT:Jessica GalatzHennepin County Regional Railroad Authority701 Fourth Ave. S., Suite 400Minneapolis, MN 55415612-348-2691Jessica.Galatz@hennepin.usCONTACTS:. . . . SEEDING PLANR-01C-14C-09C-10C-11C-12. . . . RESTORATION DETAILSR-03G-04. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - OVERALL PLAN AND NOTESG-05G-06. . . . TRAIL CLOSURE SIGNAGE EAST OF LAKE RILEY. . . . STATEMENT OF ESTIMATED QUANTITIES. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - PLANS. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - PLAN AND DETAILS. . . . TEMPORARY EROSION CONTROL DETAILS. . . . TRAIL MODIFICATIONS - CROSS SECTIONS. . . . TRAIL MODIFICATIONS - CROSS SECTIONS. . . . TRAIL MODIFICATIONS - TYPICAL SECTIONS. . . . EXISTING CONDITIONS - PHOTOS . . . . SOUTH AREA SLOPE REPAIR - PLAN. . . . SOUTH AREA SLOPE REPAIR - SECTIONS. . . . STORM SEWER AND DRAINAGE CHANNEL - PLAN AND PROFILE. . . . STREAMBANK REPAIR - DETAIL. . . . NORTH AREA SLOPE REPAIR - PLAN. . . . NORTH AREA SLOPE REPAIR - PROFILE, SECTION, AND DETAILC-15C-16C-17C-18C-19. . . . SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR - PLAN. . . . SOUTH AREA CULVERT OUTLET REPAIR - PROFILE AND SECTIONSG-07. . . . LEGEND, NOTES, ABBREVIATIONS, AND ALIGNMENT CONTROL DATA. . . . STORM WATER POLLUTION PREVENTION PLAN (SWPPP)C-20. . . . SOUTH AREA CULVERT OUTLET REPAIR - SECTIONS AND DETAILSC-21. . . . STORM SEWER AND DRAINAGE CHANNEL - SECTIONS AND DETAILS. . . . STORM SEWER AND DRAINAGE CHANNEL - SECTIONS AND DETAILSR-02. . . . EROSION CONTROL BLANKET AND MULCH PLANR-04. . . . TREE PLANTING PLAN. . . . PROJECT LAYOUT PLANG-08R
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.LAKE RILEYINSTALL TRAIL CLOSURE SIGNAGEEAST OF LAKE RILEYSEE SHEET G-07
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 9:48 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNLEGEND, NOTES, ABBREVIATIONS, AND ALIGNMENT CONTROL DATA23101014.04-G-02D..90% DESIGNNOT FOR CONSTRUCTION.ABBREVIATIONSLEGENDCBCATCH BASINC.I.P.CAST-IN-PLACECLSMCONTROLLED LOW STRENGTH MATERIALSCMPCORRUGATED METAL PIPECONC.CONCRETEEL.ELEVATIONFESFLARED END SECTIONI.E.INVERT ELEVATIONMH MANHOLEMnDOTMINNESOTA DEPARTMENT OF TRANSPORTATIONNWLNORMAL WATER LEVELRCP REINFORCED CONCRETE PIPETRMTURF REINFORCEMENT MATCMPACORRUGATED METAL PIPE ARCH1DETAIL: GRAPHICS STANDARDSDETAIL VIEW CALL OUTSCALE: 1=1SECTION VIEW CALL OUTSECTION VIEW TITLESECTION: GRAPHICS STANDARDS10SCALE: 1=1111101010GENERAL NOTES:1.CONTRACTOR SHALL LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TOWORK.2.ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL NOT BEDISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE SURVEYSWITH THE ENGINEER TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.3.CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TOCOMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSIONCONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTIONPREVENTION PLAN (SWPPP).4.CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TOBE COORDINATED WITH THE OWNER AND STAKED IN THE FIELD.5.CLEARING AND GRUBBING TO BE PERFORMED ONLY WITHIN GRADING LIMITS ANDACCESS ROUTES UNLESS OTHERWISE DIRECTED BY ENGINEER.6.TREES TO BE CLEARED WILL BE MARKED IN THE FIELD BY ENGINEER. ALL TREES >= 6" INDIAMETER NOT MARKED FOR REMOVAL SHALL BE PROTECTED.7.TREES IDENTIFIED BY ENGINEER FOR ADDITIONAL PROTECTION SHALL BE PROTECTEDAGAINST ROOT COMPACTION, DAMAGE AND DISFIGUREMENT IN ACCORDANCE WITHMnDOT SPEC. 2572. PROTECTION OF TREES NOT IDENTIFIED TO BE REMOVED SHALL BEINCIDENTAL.8.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC ANDTERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE.EXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOUREXISTING PARCEL LINEEXISTING STORM SEWEREXISTING FIBER OPTICEXISTING FENCE LINEEXISTING CONSERVATION EASEMENTEXISTING STREAM THALWEGEXISTING STREAM EXTENTSEXISTING WETLANDCONSTRUCTION LIMITSPROPOSED INDEX CONTOURPROPOSED INTERMEDIATE CONTOURPROPOSED STORM SEWERPROPOSED FENCECLEARING LIMITSSILT FENCEPROPOSED RIPRAPSTAGING AREA2015 SOIL BORINGEXISTING PIEZOMETER2018 SOIL BORING2019 SOIL BORING790788790788SSFOXWTSSPZ-1ST-1SB-1XTRAIL MODIFICATIONS CONTROL DATA - ALIGNMENT "T"TYPE/NO.L5L4L1L3C3C1C2START STATION8+93.46T6+98.92T0+00.00T4+18.32T8+09.77T2+74.65T6+07.62TSTART NORTHING165566.13165420.38164901.47165199.66165502.13165091.93165350.34START EASTING562121.28561992.54561526.73561600.03561819.44562067.41561724.57561934.04BEARINGN40°05'17"EN41°22'14"EN39°52'12"ERADIUS1000.00'1000.00'1000.00'END STATION12+01.99T8+09.77T1+00.00T2+74.65T6+07.62T8+93.46T4+18.32T6+98.92TEND NORTHING165810.29165502.13164969.49165091.93165350.34165566.13165199.66165420.38END EASTING562309.92562067.41561600.03561724.57561934.04562121.28561819.44561992.54189.30'LENGTH308.54'110.85'174.65'100.00'83.69'143.67'91.29'L21+00.00T164969.49PC STATIONPT STATION2+74.65T4+18.32T6+98.92T6+07.62T8+93.46T8+09.77T0+57.27N166109.49562427.4203S60°01'50"E142.73'2+00.00N166038.19562551.07NORTH AREA SLOPE REPAIR CONTROL DATA - ALIGNMENT "N"TYPE/NO.L1START STATIONSTART NORTHINGSTART EASTINGBEARINGRADIUSEND STATIONEND NORTHINGEND EASTINGLENGTHL2PC STATIONPT STATION0+00.00N166115.02562370.4194S84°27'31"E57.27'0+57.27N166109.49562427.42N33°54'46"EDRAINAGE CHANNEL AND STORM SEWER CONTROL DATA - ALIGNMENT "S"TYPE/NO.L5L4L1L2C2START STATION0+00.00SSTART NORTHINGSTART EASTINGBEARINGRADIUSEND STATIONEND NORTHINGEND EASTINGLENGTHC1PC STATIONPT STATION100.00'147.98'165393.40165553.35165270.60165708.50165975.17165582.74165424.43165582.74165393.40165975.17166040.09165708.501+82.14S3+47.52S1+47.98S8+07.79S8+89.87S4+97.93S3+15.21SN24°07'35"EN24°01'02"EN30°36'49"EN37°43'56"EN33°15'49"EN14°20'23"E34.16'32.32'309.87'82.08'150.40'133.06'165424.43165553.351+47.98S562110.90562193.47L3100.00'1+82.14S1+47.98S562193.47562207.36562207.36562240.32562240.32562253.411+82.14S3+15.21S3+47.52S3+15.21S3+47.52S562253.41562335.914+97.93S562335.91562493.71562493.71562543.938+07.79S35.00'65.00'255.00'50.86'36.19'81.44'S76°09'17"WS17°27'51"WS11°04'29"E165127.63165161.71165241.29165116.50165127.63165161.702+37.43C1+86.58C1+50.39C0+68.95CS20°50'33"E68.95'165305.73165241.29SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR CONTROL DATA - ALIGNMENT "C"TYPE/NO.L1START STATIONSTART NORTHINGSTART EASTINGBEARINGRADIUSEND STATIONEND NORTHINGEND EASTINGLENGTHC1PC STATIONPT STATION0+00.00CC2C30+68.95C562073.10562097.631+50.39C1+86.58C562097.63562113.21562102.49562113.21562057.34562102.490+68.95C1+50.39C1+86.58C2+37.43C1+86.58C1+50.39CST-7SYMBOLSALIGNMENT CONTROL DATACLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 9:49 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN11/27/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTATEMENT OF ESTIMATED QUANTITIES23101014.04-G-03D..90% DESIGNNOT FOR CONSTRUCTION.STATEMENT OF ESTIMATED QUANTITIESITEM NO.ITEM DESCRIPTIONUNITTOTALESTIMATEDQUANTITY2021.501MOBILIZATIONLUMP SUM12051.501MAINTENANCE & RESTORATION OF HAUL ROADSLUMP SUM12101.505CLEARINGACRE4.302101.505GRUBBINGACRE4.302104.502REMOVE CONCRETE HEADWALLEACH12104.502REMOVE PIEZOMETEREACH22104.502SALVAGE BENCHEACH12104.503REMOVE WOOD RETAINING WALLLIN FT312104.503REMOVE CHAIN LINK FENCELIN FT24462104.503REMOVE SEWER PIPE (STORM) (NORTH PIPE)LIN FT72104.607SALVAGE RANDOM RIPRAPCU YD1472104.601REMOVE MISCELLANEOUS DEBRIS (NORTH PIPE DEBRIS)LUMP SUM12105.504GEOTEXTILE FABRIC TYPE 5SQ YD16162105.601DEWATERINGLUMP SUM12105.601CONSTRUCT ACCESS ROADLUMP SUM12105.607EXCAVATION - SPECIALCU YD28242105.607HAUL AND DISPOSE OF CONTAMINATED SOILCU YD36712106.501EXCAVATION - COMMONCU YD19,9902106.523COMMON EMBANKMENT (CV)CU YD18082112.603SUBGRADE PREPARATIONLIN FT10272118.507AGGREGATE SURFACING (CV) CLASS SPECIALCU YD962130.523WATER (DUST CONTROL)MGAL152211.507AGGREGATE BASE (CV) CLASS 5CU YD2532451.507COARSE AGGREGATE BEDDING (CV)CU YD92501.50295" SPAN GS PIPE-ARCH APRONEACH12501.50224" CAS PIPE APRONEACH22503.60324" HDPE PIPE SEWER-DIRECTIONAL DRILLEDLIN FT3022503.603PLUG FILL AND ABANDON PIPE SEWERLIN FT1152507.603LINING CULVERT PIPE (95" SPAN) SPECIALLIN FT72511.504GEOTEXTILE FILTER, TYPE 4SQ YD352511.507RANDOM RIPRAP CLASS SPECIAL (SALVAGE)CU YD1472511.507RANDOM RIPRAP CLASS SPECIAL (R270)CU YD4442511.507RANDOM RIPRAP CLASS SPECIAL (R470)CU YD5402511.507RANDOM RIPRAP CLASS IIICU YD2922511.507RANDOM RIPRAP CLASS IVCU YD1282511.507GRANULAR FILTERCU YD1012511.507GRANULAR FILTER MOD (B3)CU YD4052511.602PLACE BOULDEREACH202557.603INSTALL CHAIN LINK FENCELIN FT1752573.501STABILIZED CONSTRUCTION EXITLUMP SUM22573.503SILT FENCE, TYPE MSLIN FT10,4222574.507COMMON TOPSOIL BORROWCU YD15362575.504EROSION CONTROL BLANKET CATEGORY 3NSQ YD12,4402575.504FLEXIBLE CONCRETE GEOGRID MATSQ YD12722575.504TURF REINFORCEMENT MAT CATEGORY 2SQ YD28202575.504MULCH MATERIAL TYPE 4SQ YD10,9902575.505SEEDINGACRE7.41CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
600'1
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'600'FOR DETAILED PLANSEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:19 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSITE ACCESS, STAGING, AND TRAFFIC CONTROLOVERALL PLAN AND NOTES23101014.04-G-04D..90% DESIGNNOT FOR CONSTRUCTION.1-N0300600SCALE IN FEETFLYING
CLOUD DRIVEMOON VALLEYAGGREGATEANTICIPATED RIGHT OF ENTRY. ACCESSROUTE TO BE FINALIZED WITH PROPERTYOWNER PRIOR TO CONSTRUCTION.RICE LAKEMINNESOTA BLUFFS LRT REGIONAL TRAILPIONEER
TRA
IL
TRAILS END ROADSITE ACCESS FROM HIGHVIEW DRIVEDEERBROOK DR
IVEHALLA GREENSGOLF COURSECONSTRUCTION LIMITSSOUTH REPAIR AREANORTH REPAIR AREA1G-05FOR DETAILED PLANSEE2G-05FOR DETAILED PLANSEE1G-06PLAN: OVERALL ACCESS PLANHIG
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ESITE ACCESS NOTES:1.LOCATIONS OF UTILITIES AND OTHER INFRASTRUCTURE IN HIGHVIEW DRIVE AREA AREAPPROXIMATE. VERIFY LOCATIONS PRIOR TO MOBILIZING TO SITE. CONTRACTOR ISRESPONSIBLE FOR UTILITY LOCATE AND FIELD RECONNAISSANCE.2.POTENTIAL ACCESS ROUTES ARE SHOWN ON THE PLANS. IF CONTRACTOR WISHES TO USEAN ALTERNATE ACCESS ROUTE, IT MUST BE REVIEWED AND APPROVED BY ENGINEER PRIORTO USE.3.TEMPORARY WETLAND FILL IS ONLY ALLOWED IN THE LOCATIONS SHOWN ON THE PLANS. DONOT PLACE FILL IN WETLANDS/DITCHES OUTSIDE OF THESE AREAS.4.SUBMIT MATERIAL PROPOSED FOR TEMPORARY FILL TO ENGINEER FOR REVIEW.5.MAINTAIN FLOW IN DITCHES AND CONTROL WATER DURING CONSTRUCTION. THIS MAYINVOLVE THE INSTALLATION OF PIPES AND POTENTIALLY PUMPS.6.THE FOLLOWING ITEMS ARE INCIDENTAL TO PAY ITEM 2051.501 MAINTENANCE & RESTORATIONOF HAUL ROADS:6.1.TRIMMING AND CLEARING TREES ALONG ACCESS ROUTE.6.2.FURNISHING AND INSTALLING GEOTEXTILE FABRIC IN WETLANDS6.3.FURNISHING AND INSTALLING TEMPORARY FILL IN WETLANDS6.4.CONTROLLING WATER AND MAINTAINING DRAINAGE IN DITCHES THROUGHOUTCONSTRUCTION.6.5.PLACEMENT OF ADDITIONAL FILL AND/OR GRAVEL SURFACING OUTSIDE OF WETLANDAREAS AS CONTRACTOR DEEMS NECESSARY TO ACCESS THE SITE.6.6.REMOVAL OF GEOTEXTILE FABRIC AND TEMPORARY FILL FROM WETLANDS UPON THECOMPLETION OF CONSTRUCTION.6.7.SEEDING IMPACTED WETLANDS UPON THE COMPLETION OF CONSTRUCTION.6.8.REGRADING THE TRAIL FROM HIGHVIEW DRIVE TO THE LANDSLIDE UPON COMPLETION OFCONSTRUCTION AND RESTORING THE TRAIL TO PRE-CONSTRUCTION CONDITIONS ORBETTER TO THE SATISFACTION OF ENGINEER. FURNISHING AND INSTALLING AGGREGATESURFACING SHOWN ON DETAIL 3 ON SHEET G-06 WILL BE PAID UNDER SEPARATE PAYITEM.6.9.ALL COORDINATION, PREPARATION, CONSTRUCTION, AND RESTORATION ACTIVITIESASSOCIATED WITH ACCESS THROUGH MOON VALLEY AGGREGATE AND FROM HIGHVIEWDRIVE.7.PAY ITEM 2105.601 CONSTRUCT ACCESS ROAD IS FOR THE CONSTRUCTION OF AN ACCESSROAD FROM HIGHVIEW DRIVE TO THE REGIONAL TRAIL JUST EAST OF PIONEER TRAIL THEFOLLOWING ITEMS ARE INCIDENTAL TO PAY ITEM 2105.601 CONSTRUCT ACCESS ROAD:7.1.UTILITY LOCATE AND AVOIDANCE OF UTILITIES IN VICINITY OF ACCESS ROAD.7.2.ANY DESIGN NECESSARY FOR ACCESS ROAD.7.3.CLEARING AND GRUBBING PRIOR TO CONSTRUCTION OF ACCESS ROAD (IF NECESSARY).7.4.SALVAGING AND REINSTALLING ANY SIGNS IN CONFLICT WITH ACCESS ROAD.7.5.PROTECTION OR SALVAGING AND REINSTALLING EXISTING GUARDRAIL.7.6.STRIPPING AND STOCKPILING TOPSOIL UNDER FOOTPRINT OF RAMP (IF NECESSARY).7.7.REMOVAL OF BITUMINOUS PAVEMENT (IF NECESSARY).7.8.WATER CONTROL, INCLUDING PIPES OR PUMPS TO MAINTAIN DRAINAGE THROUGHACCESS ROAD DURING CONSTRUCTION.7.9.IMPORT OF FILL TO CONSTRUCT ACCESS ROAD.7.10.MAINTENANCE OF ACCESS ROAD DURING CONSTRUCTION.7.11.REMOVAL OF TEMPORARY FILL FOR ACCESS ROAD.7.12.REPAIR OR REPLACEMENT OF ANY BITUMINOUS PLACEMENT DAMAGED DURINGCONSTRUCTION.7.13.INSTALLING TOPSOIL, SEED, AND MULCH OR EROSION CONTROL BLANKET TO RESTORETO PRE-CONSTRUCTION CONDITIONS OR BETTER TO THE SATISFACTION OF THEENGINEER.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012TRAFFIC SIGNSQTY.MNDOTSIGN NO.SIGN SIZESIGN MESSAGE3W11-1036" x 36"W1
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0DWG. NO.G-04TRAILCLOSEDTRAILCLOSEDAHEAD3R20-3A36" x 36"G-06G-075R11-236" x 26"W1
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W11-10G-06G-07
WTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FOXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:20 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSITE ACCESS, STAGING, AND TRAFFIC CONTROLPLANS23101014.04-G-05D..90% DESIGNNOT FOR CONSTRUCTION.1-NMOON VALLEYAGGREGATEMINNESOTA BLUFF LRT REGIONAL TRAILMINNESOTA BLUFF LRT REGIONAL TRAILMATCH LINE - PLAN 2
MATCH LINE - PLAN 1
050100SCALE IN FEET2-PLAN: SITE ACCESS & STAGING N050100SCALE IN FEETCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTAGING AREASOUTH REPAIR AREANORTH REPAIR AREAPARCEL LINE (TYP.)CONSERVATION EASEMENTNEW STORM SEWEREXISTING CMPCONSERVATION EASEMENTPROPERTY LINE (TYP.)PLAN: SITE ACCESS & STAGINGSILT FENCESEE1C-04EXISTING FIBER OPTIC LINEEXISTING FENCEBEATRICE I. ZWIERSONIRREV. TRUSTSILT FENCESEE1C-04SILT FENCESEE1C-04MATCH LINE - SHEET G-06 POTENTIAL EASEMENT AREA (APPROX. 1.73 ACRES)OWNER: BEATRICE I. ZWIERSON IRREV. TRUSTHCRRAHCRRATEMPORARY WETLAND IMPACT0.02 ACRES, SEETEMPORARY WETLAND IMPACT<0.01 ACRES, SEEWETLAND BOUNDARYNEW DRAINAGECHANNEL2G-0629'2G-06179'EXISTING WOODEN FENCE(PROTECT OR SALVAGEAND REINSTALL FOLLOWINGCONSTRUCTION)RESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06POTENTIAL ACCESS ROUTEPOTENTIAL ACCESS ROUTERESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:21 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSITE ACCESS, STAGING, AND TRAFFIC CONTROLPLAN AND DETAILS23101014.04-G-06D..90% DESIGNNOT FOR CONSTRUCTION.SILT FENCESEEHIGHVIEW DRIVEMATCH LINE - SHEET G-05MINNESOTA BLUFF LRT REGIONAL TRAILCONSTRUCTION LIMITSPARCEL LINE (TYP.)SITE ACCESS FROM HIGHVIEWDRIVE - COORDINATE ACCESSWITH CITY OF EDEN PRAIRIEAND HENNEPIN COUNTYPIONEER TRAILTRAI
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END
ROAD1-N050100SCALE IN FEETSTABILIZED CONSTRUCTION EXIT,SEE4C-041C-04PLAN: SITE ACCESS & STAGINGHCRRAHCRRAHCRRAHCRRAHENNEPIN
COUNTYCARVER COUNTYHIGHVIEW DRIVEROW LINESCONSTRUCT ACCESS ROADAS NECESSARY FOREQUIPMENT ACCESSPROTECT EXISTING CULVERTS,MAINTAIN DITCH DRAINAGETHROUGH PROPOSED ACCESSROAD DURING CONSTRUCTIONPROTECT EXISTINGFIRE HYDRANTPROTECT EXISTINGLIFT STATIONEXISTING GUARDRAIL(PROTECT OR SALVAGE AND REINSTALLFOLLOWING CONSTRUCTION)TEMPORARY WETLAND IMPACT0.01 ACRES, SEETEMPORARY WETLAND IMPACT0.02 ACRES, SEEWETLAND BOUNDARYDETAIL: TEMPORARY WETLAND/DITCH FILLINGNOT TO SCALE2-EXISTING NORTH WETLAND/DITCHEXISTING TRAILEXISTING SOUTH WETLAND/DITCHINSTALL MnDOT TYPE 5 GEOTEXTILE FABRIC PRIORTO PLACING FILL IN WETLANDREMOVE AT COMPLETION OF CONSTRUCTIONTEMPORARY FILL REMOVEAT COMPLETION OFCONSTRUCTIONEXISTING GROUNDRESTORE WETLAND AND DITCH ATCOMPLETION OF CONSTRUCTION,INCLUDING INSTALLATION OF WETLANDSEED MIX TO DISTURBED AREAS AFTERREMOVING FILL AND GEOTEXTILETEMPORARY WETLAND IMPACT0.01 ACRES, SEEPASSING AREA: 20' WIDTH X100' LENGTH2-2-2-122'112'178'DETAIL: GRAVEL TRAIL RESTORATIONNOT TO SCALE3-REGRADE SURFACE TO PRECONSTRUCTION CONDITIONSOR BETTER TO SATISFACTION OF ENGINEER10' TRAIL3" THICK 3/8" MINUS AGGREGATESURFACING CLASS SPECIAL(SEE TABLE FOR GRADATION)EXISTING GROUND2.0%2.0%3/8" MINUS GRADATION FORAGGREGATE SURFACING(CLASS SPECIAL)SIEVE SIZEPERCENT PASSING3/8"100#470-100#4020-50#20010-30TABLE 1NOTES:1.3/8" MINUS AGGREGATE SURFACING SHALL BE 100% CRUSHED LIMESTONE.2.3/8" MINUS AGGREGATE SURFACING MUST COME FROM KRAEMER MINING &MATERIALS, INC. OF BURNSVILLE, MN., IN ORDER TO MATCH COLOR OF EXISTINGTRAIL.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012RESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06TRAILCLOSEDTRAILCLOSEDAHEADTRAILCLOSEDTRAILS END ROAD℄MAINTAIN 10' VERTICAL CLEARZONE ABOVE TRAIL. TRIM TREEBRANCHES ACCORDINGLY.4NOTES:1.2' WIDTH AT MAX. 2% SLOPE ON SHOULDER.2.3:1 MAXIMUM SLOPE (H:V) OUTSIDE OF 2' SHOULDER.3.PREFERRED 3' CLEARANCE, 2' MIN. FORM TREES OROTHER OBSTRUCTION.4.SEE PLAN SHEETS FOR TRAIL STRIPING, IF APPLICABLE.5.BOULEVARD VARIES IN WIDTH, BUT SHOULD BE A MIN..OF 2',. SIGN INSTALLATION NOT APPLICABLE IN ALLAREAS.6.MAX. CROSS SLOPE 2%.7.MIN. 3' CLEARANCE BETWEEN EDGE OF TRAIL ANDEDGE OF SIGN.3" TYPE SPWEA240C BITUMINOUS PAVEMENTNOTES:1.BITUMINOUS SHALL BE PLACED IN ONE LIFT.2.CLASS 5 AGGREGATE BASE SHALL CONFORM TOMnDOT SPEC. 3138.3.SUBGRADE SHALL BE TEST ROLLED PRIOR TOAGGREGATE BASE INSTALLATION AND CONFORM TOMnDOT SPEC. 2111.4.WHERE BOULEVARD IS 2' TO 3' (MIN.), BOULEVARDSHALL BE CONSTRUCTED FROM IMPERVIOUSMATERIAL (IE. BITUMINOUS, CONCRETE, PAVERS,ETC). SPECIAL STRIPING LAYOUT MAY APPLY, (SEEPLAN SHEETS).4-DETAIL: BITUMINOUS TRAIL RESTORATIONNOT TO SCALE6" CLASS 5 AGGREGATE BASE12" SCARIFY, DRY, AND RECOMPACTSUBGRADE MATERIAL AS DIRECTED BY OWNER.10'-0"6" TOPSOIL (TYP.)℄62ROADWAY7135TRAILCLOSEDREPAIR OR REPLACEBITUMINOUS TRAIL UPONCOMPLETION OFCONSTRUCTION, SEE4-
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 11:43 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL CLOSURE SIGNAGE EAST OF LAKE RILEY23101014.04-G-07A..90% DESIGNNOT FOR CONSTRUCTION.M
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L RILEY LAKE RD.DELL RD.1-N0100200SCALE IN FEETPLAN: TRAIL CLOSURE SIGNAGE EAST OF LAKE RILEYCLIENTBIDCONSTRUCTION12/13/19----------------------------------ABCD012TRAILCLOSEDAHEADPIONEER TRAILTRAILCLOSEDLAKE RILEYBEARPATH TRAILJACQUESPONDTRAILCLOSEDAHEADTRAILCLOSED
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760760770770780780790790800800810810810810820820790790800800810810820820N: 165093.23E: 561738.63N: 165106.02E: 561725.97N: 166065.67E: 562476.25N: 166146.44E: 562503.23CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-08_PROJECT LAYOUT PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:26 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNPROJECT LAYOUT PLAN23101014.04-G-08D..90% DESIGNNOT FOR CONSTRUCTION.E
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1-NSITE ACCESS FROMHIGHVIEW DRIVESCALE IN FEET100500NORTH AREA SLOPE REPAIR,SEE SHEET C-17MOON VALLEYAGGREGATECONSTRUCTION LIMITSCONSTRUCTION LIMITSSOUTH AREA SLOPE REPAIRSEE SHEET C-11NEW FENCEMINNESOTA BLUFFS LRT REGIONAL TRAILFILL EXISTING NORTH PIPE WITHGROUT AND ABANDON IN PLACESEE SHEET C-18PARCEL LINE (TYP.)STREAM BANK REPAIRSEE SHEET C-13SOUTH AREA CULVERT OUTLETMODIFICATIONS,SEE SHEET C-13CONSERVATION EASEMENTTRAIL MODIFICATIONSSEE SHEET C-07PLAN: PROJECT LAYOUTBEATRICE I.ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING FIBER OPTIC LINESUMMARY OF ANTICIPATED EASEMENT NEEDSLANDOWNERREASON FOR EASEMENTBEATRICE I. ZWIERSON IRRREV. TRUSTRIPRAP AT SOUTH PIPE OUTLET, STREAMBANKREPAIRS, DRAINAGE CHANNEL, STAGING AREAAND SOUTH SIDE SITE ACCESSMOON VALLEY AGGREGATESOUTH SIDE SITE ACCESSPOTENTIAL ACCESS ROUTENEW STORM SEWERSEE SHEET C-19EXISTING FENCENEW DRAINAGECHANNELSEE SHEET C-19CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012NEW FENCE,SEE3C-18POTENTIAL ACCESS ROUTECLEARING LIMITS
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1-NSITE ACCESS FROMHIGHVIEW DRIVESCALE IN FEET100500MOON VALLEYAGGREGATECONSTRUCTION LIMITSCONSTRUCTION LIMITSEX
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MINNESOTA BLUFFS LRT REGIONAL TRAILPARCEL LINE (TYP.)CONSERVATION EASEMENTEXISTING 18" DIPAPPROXIMATE LANDSLIDE LIMITSEXISTING CHAINLINK FENCEEXISTING STREAM THALWEGEXISTING STORM SEWERCHAINLINK FENCENORTH PIPE CROSSING(SEE PHOTO 5, SHEET C-02)NORTH PIPE UPSTREAM INLET(SEE PHOTO 6, SHEET C-02)EXISTING FIBER OPTIC CABLEEXISTING CONCRETE HEADWALL(SEE PHOTOS 2-4, SHEET C-02)TEMPORARY REPAIR RIPRAP AREA(SEE PHOTOS 1-4, SHEET C-02)APPROXIMATE LANDSLIDE SPOIL PILEGENERAL NOTES:1.ALL UTILITY INFORMATION IS APPROXIMATE AND SHALL BEFIELD VERIFIED BY CONTRACTOR.PLAN: EXISTING CONDITIONSBEATRICE I. ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING STREAM EXTENTSREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEXISTING CONDITIONSPLAN23101014.04-C-01D..90% DESIGNNOT FOR CONSTRUCTION.APPROXIMATE SLOPEEROSION LIMITSEXISTING BENCHEXISTING WOODEN FENCE ANDMODULAR BLOCK RETAINING WALLCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-02_EXISTING PHOTOS AND SECTIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:00 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..PHOTO 4: EXISTING SOUTH PIPE OUTLET (10/29/2019)PHOTO 2: EXISTING SOUTH PIPE OUTLET (4/26/2019)PHOTO 1: EXISTING SOUTH PIPE OUTLET (4/26/2019) (LOOKING DOWNSTREAM)PHOTO 3: EXISTING SOUTH PIPE OUTLET (10/29/2019)PHOTO 5: EXISTING NORTH PIPE DOWNSTREAM OUTLETPHOTO 6: EXISTING NORTH PIPE UPSTREAM INLET (4/26/2019)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEXISTING CONDITIONSPHOTOS 23101014.04-C-02D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
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Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-03_EROSION CONTROL PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:01 PM1-PLAN: REMOVALS AND TEMPORARY EROSION CONTROL NSCALE IN FEET120600MOON VALLEYAGGREGATECONSTRUCTION LIMITSEXISTING CMPAMINNESOTA BLUFFS LRT REGIONAL TRAILPROPERTY LINE (TYP.)CONSERVATION EASEMENTEROSION CONTOL LEGENDSILT FENCESEDIMENT LOGSCONSTRUCTION LIMITSCONSTRUCTION ENTRANCEEXISTING 10' CONTOUREXISTING 2' CONTOURSILT FENCE (TYP.)SEE1C-04PROTECTEXISTING TRAILCONSTRUCTIONSTAGING AREAEROSION & SEDIMENT CONTROL NOTES:1.INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TOTHE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES.2.BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTIONENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TOCOMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCHOR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIREWIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THECONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENTMIGRATION OF SOIL INTO THE ROCK FROM BELOW.3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC ANDPRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALLBE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNERTO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES.4.INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVERUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, ORREPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THEDEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED INAND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAYBALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION.5.LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATEROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZETHE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROLEROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.6.MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION ANDSEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, ORROTTED EROSION CONTROL DEVICES IMMEDIATELY.7.TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVEUNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDINGCONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETEDWITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING ANDSTAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL,NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HASUNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINALSTABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVERDENUDED AREA.8.CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEERPRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALLPROPOSED ALTERNATE TYPE DEVICES.9.IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLEFOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANYWATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS ISTURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OFSEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURESSUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TOPREVENT SCOUR EROSION.10.INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT INACCORDANCE WITH DESIGN DRAWING SHEETS R-01 AND R-02.11.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6"DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-02 FOR TREEREPLACEMENT REQUIREMENTS.SITE ACCESS FROM HIGHVIEW DRIVE(SEE SHEET G-06)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNREMOVALS AND TEMPORARYEROSION CONTROL PLAN23101014.04-C-03D..90% DESIGNNOT FOR CONSTRUCTION.SALVAGE EXISTING BENCH AND PLACE INTHE GRAVEL PARKING LOT ADJACENT TOBLUFF CREEK DR. PARK DISTRICT STAFFWILL HAUL BENCHES AWAY.SALVAGE AND STOCKPILEEXISTING RIPRAP FOR REUSEREMOVE EXISTINGCONCRETE HEADWALLSALVAGE EXISTING CHAINLINK FENCE AND GATES(APPROX. 2446 LF) AND PLACE IN THE GRAVELPARKING LOT ADJACENT TO BLUFF CREEK DR.PARK DISTRICT STAFF WILL HAUL AWAY.APPROXIMATE LANDSLIDE LIMITSAPPROXIMATE LANDSLIDE LIMITSREMOVE EXISTING WOODEN FENCEREMOVE EXPOSED PORTIONOF NORTH PIPE, SEE C-18REMOVE AND DISPOSE EXISTINGPIEZOMETERS PER ENGINEER'S DIRECTIONREMOVE EXISTING MODULARBLOCK RETAINING WALLREMOVE EXISTINGPIPE DEBRISFILL EXISTING NORTHPIPE WITH GROUT ANDABANDON IN PLACE,SEE C-18CLEARING LIMITSCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
DETAIL: SILT FENCE - MACHINE SLICED-1NOT TO SCALEDOWNSTREAM VIEWSECTION VIEW5 FT. MIN. LENGTH POSTAT 4 FT. MAX. SPACINGGEOTEXTILE FABRIC, 36" MIN.MACHINE SLICE 8" TO 12"DEPTH (PLUS 6" FLAP)GRADEPLASTIC ZIP TIES (MIN. 50 LBSTENSILE STRENGTH) ON TOP8" MIN. 3 PER POSTRUNOFF FLOW DIRECTIONMACHINE SLICE 8"-12"DEPTH (PLUS 6" FLAP)MACHINE SLICED SILT FENCE PER MN/DOT STD.SPECIFICATION 3886, INSTALL PER MN/DOTSTD. SPEC. 2573NOTES:1.SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. SILTFENCE AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.2.SILT FENCE INSTALLATION AND MATERIALS SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATIONS 2573 AND 3886.3.NO HOLES OR GAPS SHALL BE PRESENT IN/UNDER SILT FENCE. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS.4.WHEN SEDIMENT BUILD UP REACHES 1/3 OF FENCE HEIGHT, THE SILT FENCE SHOULD BE REMOVED OR A SECOND SILT FENCE INSTALLED UPSTREAM OF THE EXISTING FENCE AT ASUITABLE DISTANCE.5.WHEN SPLICES ARE NECESSARY MAKE SPLICE AT POST ACCORDING TO SPLICE DETAIL. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.ROTATE BOTH POSTS TOGETHER AT LEAST 180 DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THE POSTS TOACCOMMODATE THE 6 INCH FLAP. THEN DRIVE BOTH POSTS AND BURY THE FLAP. COMPACT BACKFILL.NOT TO SCALE12' M
INDETAIL: STABILIZED CONSTRUCTION EXITAS REQU
IRED-NOTES:1.MAINTAIN ENTRANCE THROUGHOUT THE CONSTRUCTION PERIODAND REPAIR OR REPLACE AS REQUIRED TO PREVENT TRACKINGOFFSITE.2.REMOVE ENTRANCE IN CONJUNCTION WITH FINAL GRADING AND SITESTABILIZATION.4EXPAND FOR TURNINGRADIUS AS REQUIRED6" MINIMUM1"-2" WASHED ROCKGEOTEXTILE FABRIC (OPTIONAL)2-DETAIL: INLET PROTECTION - SEDIMENT LOGNOT TO SCALENOTES:1.INLET PROTECTION SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BEPROTECTED OR IMMEDIATELY FOLLOWING CATCHBASIN INSTALLATION, AND SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.2.MATERIALS SHALL BE SUFFICIENT TO ALLOW FLOW WHILE BLOCKING SEDIMENT. NO HOLESOR GAPS SHALL BE PRESENT IN/UNDER SEDIMENT LOG.3.INLET PROTECTION SHALL BE CLEANED AS REQUIRED.4.MATERIALS AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITHTHE FINAL GRADING AND SITE STABILIZATION.STORM GRATESEDIMENT LOGCURBSTAKE ENDS (TYP)STAKE END (TYP)CURBSEDIMENT LOGCATCHBASINCURBSECTION VIEWPLAN VIEW42623A3BSLOPE INSTALLATIONNOTES:1.REFER TO MANUFACTURER RECOMMENDATIONS FOR STAPLE PATTERNS FOR SLOPE INSTALLATIONS.2.PREPARE SOIL BY LOOSENING TOP 1-2 INCHES AND APPLY SEED (AND FERTILIZER WHERE REQUIRED)PRIOR TO INSTALLING BLANKETS. GROUND SHOULD BE SMOOTH AND FREE OF DEBRIS.3.BEGIN (A) AT THE TOP OF THE SLOPE AND ROLL THE BLANKETS DOWN OR (B) AT ONE END OF THESLOPE AND ROLL THE BLANKETS HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP, WITH THEUPHILL BLANKET ON TOP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLESTYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY12" APART.6.BLANKET MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED BY ENGINEER.5-DETAIL: EROSION CONTROL BLANKET - INSTALLATIONNOT TO SCALEFLOWFLOWSEDIMENT LOGWOOD STAKESEDIMENT LOGWOOD STAKEDETAIL: EROSION LOG - STAKING-3NOT TO SCALESIDE VIEW FLATFRONT VIEWFLOWSEDIMENT LOGSIDE VIEW ON SLOPETOP VIEWWOOD STAKEOVERLAP ENDSNOTES:1.INSTALL SEDIMENT LOG ALONG CONTOURS (CONSTANT ELEVATION).2.NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TOSMOOTH SURFACE OR REMOVE DEBRIS.3.REMOVE ACCUMULATED SEDIMENT WHEN REACHING 1/3 OF LOG HEIGHT.4.MAINTAIN SEDIMENT LOG THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIR ORREPLACED AS REQUIRED.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-04_EROSION CONTROL DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:02 PMrlg M:\Design\23101014.00\2310101400_Drawing_D 4_Erosion Control Details.dwg Plot at 0 12/21/2015 16:08:36..TEMPORARY EROSION CONTROL SEEDING NOTES:1.CONTRACTOR SHALL PERFORM TEMPORARY SEEDING IN ADDITION TO TEMPORARY MULCHINGON GRADED/DISTURBED AREAS WHEN THE SITE IS TO BE LEFT IDLE FOR LONGER THAN 21 DAYS -IN ACCORDANCE WITH MnDOT STANDARD SPECIFICATIONS SECTION 2575.3 B.1, USE COVERCROP AND MID-TERM STABILIZATION SEED MIXTURES AS SHOWN IN 3876, "SEED", TABLE 3876-1FOR TEMPORARY SEEDING2.PERFORM TEMPORARY MULCHING TO PROTECT THE SITE FROM EROSION WHEN LEFT IDLE FORMORE THAN ONE WEEK AND DURING NON-SEEDING PERIODS AND WHEN OUTSIDE THE SEEDINGAND SODDING DATES. FOR AREAS LESS THAN TWO ACRES, MULCH IN ACCORDANCE WITH MnDOTSTANDARD SPECIFICATIONS SECTION 2575.3.M, "RAPID STABILIZATION"REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRAAMINNEAPOLIS, MN.LANDSLIDE REPAIRSCHANHASSEN, MNTEMPORARY EROSION CONTROLDETAILS23101014.04-C-04D90% DESIGNNOT FOR CONSTRUCTIONCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554351.0 GENERAL CONSTRUCTION ACTIVITY INFORMATION:THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED IN COMPLIANCE WITH THE MINNESOTA GENERALSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITY NO. MNR100001 (GENERAL PERMIT), AS REQUIRED BY THE MINNESOTAPOLLUTION CONTROL AGENCY (MPCA) UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSALSYSTEM (NPDES/SDS) PROGRAM.THE PROJECT IS LOCATED IN THE CITY OF CHANHASSEN, CARVER COUNTY, MINNESOTA. PROPOSED CONSTRUCTION ACTIVITIESWILL TAKE PLACE ALONG AND JUST SOUTH OF THE MINNESOTA BLUFFS REGIONAL TRAIL BETWEEN FLYING CLOUD ROAD ANDLAKOTA LANE. THE APPROXIMATE CENTROID OF THE PROJECT HAS A LATITUDE OF 44.819492 AND A LONGITUDE OF -93.526089.THIS PROJECT INVOLVES EROSION CONTROL, REPAIR AND REGRADING OF LANDSLIDE DAMAGED SLOPES, REPAIR OF DAMAGEDCULVERTS, INSTALLATION OF STORM SEWER AND MANHOLES AND SITE RESTORATION . THE PROJECT AS PROPOSED HAS A TOTALDISTURBANCE AREA OF 7.22 ACRES. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE REQUIRED TO MINIMIZESEDIMENT FROM BEING TRANSPORTED INTO BLUFF CREEK, WHICH IS AN IMPAIRED WATER. REFER TO PROJECT DRAWINGS FORFURTHER DETAILS. (CSW PERMIT PART III.A.1)1.1 PROJECT SIZE AND CUMULATIVE IMPERVIOUS SURFACE:·THE ANTICIPATED AREA OF DISTURBANCE IS APPROXIMATELY 7.22 ACRES.·THE TOTAL AREA OF PRE-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.70 ACRES.·THE TOTAL AREA OF POST-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.70 ACRES.·THE TOTAL NEW IMPERVIOUS AREA IS APPROXIMATELY 0 ACRES.1.2 DATES OF CONSTRUCTION:·ANTICIPATED START DATE: TBDANTICIPATED END DATE: TBD1.3 CONTACT INFORMATION:OWNER: HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITYMAILING ADDRESS: 701 4TH AVE. S. #400CONTACT PERSON: JESSICA GALATZTITLE: PROJECT MANAGERPHONE NUMBER: (612) 348-2691EMAIL ADDRESS: JESSICA.GALATZ@HENNEPIN.USALTERNATE CONTACT PERSON: KRISTINE STEHLYTITLE: PROJECT ENGINEERPHONE NUMBER: (612) 348-6370EMAIL ADDRESS: KRISTINE.STEHLY@HENNEPIN.USOPERATOR / GENERAL CONTRACTOR (WILL OVERSEE IMPLEMENTATION OF THE SWPPP): TBDMAILING ADDRESS:CONTACT PERSON: TITLE:PHONE NUMBER: EMAIL ADDRESS:PARTY RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM:HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITYMAILING ADDRESS: 701 4TH AVE. S. #400CONTACT PERSON: JESSICA GALATZTITLE: PROJECT MANAGERPHONE NUMBER: (612) 348-2691EMAIL ADDRESS: JESSICA.GALATZ@HENNEPIS.US2.0 RECEIVING WATERS:WATERS WITHIN ONE MILE (NEAREST STRAIGHT LINE DISTANCE) THAT ARE LIKELY TO RECEIVE STORMWATER RUNOFF FROM THEPROJECT SITE (CSW PERMIT ITEM 5.10) INCLUDE:SPECIALIMPAIREDPUBLIC WATER WITH WORKNAME OF WATER BODYTYPE (1)WATER BODY ID (2)WATER? (3)WATER? (3)IN WATER RESTRICTIONS?BLUFF CREEKCREEK07020012-710NOYES NORICE LAKELAKE27-0132-00NONO NO(1) TYPE EXAMPLES: DITCH, POND, WETLAND, CALCAREOUS FEN, LAKE, STREAM, RIVER(2) WATER BODY IDENTIFICATION (ID) MIGHT NOT BE AVAILABLE FOR ALL WATER BODIES. USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: HTTPS://WWW.PCA.STATE.MN.US/WATER/STORMWATER-SPECIAL-AND-IMPAIRED-WATERS-SEARCH(3) REFER TO CSW PERMIT SECTION 23. IMPAIRED WATER FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS(NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS), TURBIDITY, TOTAL SUSPENDED SOLIDS (TSS), DISSOLVED OXYGEN,OR AQUATIC BIOTA (FISH BIOASSESSMENT, AQUATIC PLANT BIOASSESSMENT, AND AQUATIC MACROINVERTEBRATE BIOASSESSMENT)2.1 SPECIAL AND IMPAIRED WATERS: THE MPCA'S SPECIAL AND IMPAIRED WATERS SEARCH TOOL WAS USED TO LOCATE SPECIALAND IMPAIRED WATERS WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF THE PROJECT SITE.BLUFF CREEK HAS ANEPA-APPROVED IMPAIRMENT FOR TURBIDITY AND FISH BIOTA. THESE IMPAIRMENTS ARE CONSIDERED CONSTRUCTION RELATEDAND REQUIRE ADDITIONAL BEST MANAGEMENT PRACTICES (BMPS) OR PLAN REVIEW FOR COMPLIANCE WITH THE GENERALPERMIT. (CSW PERMIT ITEM 2.7 AND SECTION 23)ADDITIONAL BMPS OR OTHER SPECIFIC CONSTRUCTION RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN AN APPROVEDTOTAL MAXIMUM DAILY LOAD (TMDL) INCLUDE IMMEDIATE STABILIZATION OF EXPOSED SOIL AREAS AND CONSTRUCTION OF ATEMPORARY SEDIMENTATION BASIN FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 5 OR MORE ACRES . (CSWPERMIT ITEM 5.19)2.2 PUBLIC WATERS WITH WORK IN WATER RESTRICTIONS: THIS PROJECT DOES NOT INCLUDE WORK IN PUBLIC WATERS. (CSWPERMIT ITEM 5.11)2.3 WETLAND IMPACTS: THIS PROJECT DOES NOT INCLUDE WETLAND IMPACTS. (CSW PERMIT ITEMS 2.4 AND 2.10, AND SECTION 22)2.4 ENVIRONMENTAL REVIEW AND OTHER REQUIRED REVIEWS: STORMWATER MITIGATION MEASURES ARE NOT REQUIRED AS ARESULT OF AN ENVIRONMENTAL REVIEW (E.G., EAW OR EIS), ENDANGERED OR THREATENED SPECIES REVIEW, ARCHEOLOGICALSITE REVIEW, OR OTHER LOCAL, STATE, OR FEDERAL REVIEW CONDUCTED FOR THE PROJECT. (CSW PERMIT ITEMS 2.8, 2.9, AND5.16)2.5 KARST AREAS OR DRINKING WATER SUPPLY MANAGEMENT AREAS: THIS PROJECT DOES NOT INCLUDE ANY KARST ORDRINKING WATER SUPPLY MANAGEMENT AREAS. (CSW PERMIT ITEMS 16.19, 16.20, AND 18.10)3.0 PROJECT PLANS AND SPECIFICATIONS:REQUIRED FEATURESHEET NUMBER·PROJECT LOCATION AND CONSTRUCTION LIMITSG-01·EXISTING AND FINAL GRADES, INCLUDING DRAINAGE AREA BOUNDARIES, DIRECTIONS C-06,C-14,C-16OF FLOW AND ALL DISCHARGE POINTS WHERE STORMWATER IS LEAVING THE SITE ORENTERING A SURFACE WATER·SOIL TYPES AT THE SITEC-05A·LOCATIONS OF IMPERVIOUS SURFACESC-06,C-14,C-16·LOCATIONS OF AREAS NOT BE BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.)C-06,C-14,C-16·LOCATIONS OF AREAS OF STEEP SLOPESC-06,C-14,C-16·LOCATIONS OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION NAOF EXPOSED SOILS·PORTIONS OF THE SITE THAT DRAIN TO A PUBLIC WATER WITH DNR WORK IN WATER NARESTRICTIONS FOR FISH SPAWNING TIMEFRAMES·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL C-03,G-05,G-06BMPS AS REQUIRED IN PERMIT SECTIONS 8 THROUGH 10 AND 14 THROUGH 19·BUFFER ZONES AS REQUIRED IN PERMIT ITEMS 9.17 AND 23.11C-06,C-14,C-16·LOCATIONS OF POTENTIAL POLLUTION-GENERATING ACTIVITIES IDENTIFIED IN PERMIT C-06,C-14,C-16SECTION 12·STANDARD DETAILS FOR EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED C-04AT THE SITE4.0 BEST MANAGEMENT PRACTICES (BMPS):4.1 EROSION PREVENTION PRACTICES:1.BEFORE LAND DISTURBING ACTIVITIES BEGIN, THE LIMITS OF THE AREAS TO BE DISTURBED DURINGCONSTRUCTION WILL BE DELINEATED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.2.TEMPORARY STABILIZATION OF SOILS AND SOIL STOCKPILES: (CSW PERMIT ITEMS 8.4, 8.5, AND 23.9)a.AREAS OF EXPOSED SOIL WILL BE STABILIZED WITH EROSION CONTROL BLANKET, PRESERVATION OFMATURE VEGETATION, MULCH OR EQUIVALENT MEASURES.b.IF PRESENT, SOIL STOCKPILES WILL BE STABILIZED WITH MULCH (SUCH AS STRAW MULCH, EROSIONCONTROL BLANKETS OR EQUIVALENT MEASURES.c.TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY, OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THECONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS, AND SIMILAR SURFACES ARE EXEMPTFROM THESE STABILIZATION REQUIREMENTS.2.STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS: (CSW PERMIT ITEMS 8.6 THROUGH 8.8)a.IF SOILS WITHIN EXISTING STORMWATER DITCHES OR SWALES ARE DISTURBED, THEY WILL BESTABILIZED WITH CHANNEL EROSION CONTROL BLANKET, RIPRAP, TURF REINFORCEMENT MAT OREQUIVALENT MEASURES.b.MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE, OR SIMILAR EROSION PREVENTION PRACTICESWILL NOT BE USED TO STABILIZE ANY PART OF AN EXISTING STORMWATER DITCH OR SWALE WITH ACONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.c.THE LAST 200 LINEAL FEET OF LENGTH OF THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERMANENT DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE,OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, ORFROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER WILL BE STABILIZED WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE.d.STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES ORSWALES WILL BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY ORPERMANENTLY CEASED.3.ENERGY DISSIPATION AT PIPE OUTLETS: ENERGY DISSIPATION AT PIPE OUTLETS WILL BE PROVIDED WITHONE OR MORE OF THE FOLLOW METHODS: RIP RAP, SPLASH PADS, GABIONS, OR EQUIVALENT MEASURES.(CSW PERMIT ITEM 8.9)4.EROSION PREVENTION IMPLEMENTATION TIMELINES: (CSW PERMIT ITEMS 5.4, 8.4 THROUGH 8.6, AND 23.9)a.STABILIZATION OF EXPOSED SOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TOLIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILYCEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS.b.IF THE EXPOSED SOIL AREAS DRAIN TO A DISCHARGE POINT THAT IS WITHIN ONE MILE (AERIAL RADIUSMEASUREMENT) OF A SPECIAL OR IMPAIRED WATER (SEE SECTION 2.0), STABILIZATION OF EXPOSEDSOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONWHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANYPORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS.c.THE FOLLOWING ACTIVITIES CAN BE TAKEN TO INITIATE STABILIZATION: PREPPING THE SOIL FORVEGETATIVE OR NON-VEGETATIVE STABILIZATION, APPLYING MULCH OR OTHER NON-VEGETATIVEPRODUCT TO THE EXPOSED SOIL AREA, OR SEEDING OR PLANTING THE EXPOSED AREA.5.ADDITIONAL EROSION PREVENTION MEASURES: THE FOLLOWING ADDITIONAL EROSION PREVENTIONMETHODS WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION: (CSW PERMIT ITEMS 8.2, 8.3, AND8.10)a.SOIL DISTURBANCE WILL BE MINIMIZED WHEREVER POSSIBLE TO AID IN EROSION PREVENTION.b.EXISTING VEGETATION WILL BE PRESERVED WHEREVER POSSIBLE TO LIMIT EXPOSED SOIL AND THUSWILL SERVE AS NATURAL VEGETATIVE BUFFERS.c.EXPOSED SOIL ON STEEP SLOPES (≤3H:1V) WILL BE STABILIZED USING EROSION CONTROL BLANKETSAND SEEDING.d.HORIZONTAL SLOPE GRADING WILL BE UTILIZED TO MINIMIZE EROSION POTENTIAL.e.TERRACING WILL BE USED TO MINIMIZED EROSION POTENTIAL.4.2 SEDIMENT CONTROL PRACTICES:1.DOWNGRADIENT PERIMETER CONTROLS: (CSW PERMIT ITEMS 9.2 THROUGH 9.6)a.SEDIMENT CONTROL PRACTICES WILL BE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS ANDLOCATED UPGRADIENT OF ANY BUFFER ZONES. PERIMETER SEDIMENT CONTROLS WILL INCLUDE: SILTFENCE, SEDIMENT CONTROL LOGS / BIOROLLS (FILLED WITH COMPOST, WOOD CHIPS, ROCK, ETC.),VEGETATIVE BUFFERS (RETAIN EXISTING VEGETATION WHERE POSSIBLE), OR EQUIVALENT MEASURES.b.PERIMETER SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE ANY UPGRADIENTLAND‐DISTURBING ACTIVITIES BEGIN AND REMAIN IN PLACE UNTIL PERMANENT COVER HAS BEENESTABLISHED.c.IF SEDIMENT CONTROL PRACTICES HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATESHORT‐TERM ACTIVITIES (SUCH AS CLEARING, GRUBBING, OR PASSAGE OF VEHICLES), THE CONTROLSMUST BE RE-INSTALLED IMMEDIATELY AFTER THE SHORT‐TERM ACTIVITY HAS BEENCOMPLETED. SEDIMENT CONTROL PRACTICES MUST BE RE-INSTALLED BEFORE THE NEXTPRECIPITATION EVENT, EVEN IF THE SHORT‐TERM ACTIVITY IS NOT COMPLETE.d.IF THE DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OREXCESSIVE MAINTENANCE REQUIREMENT), INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TOIDENTIFY THESE ADDITIONAL PRACTICES.2.SOIL STOCKPILE PERIMETER CONTROLS: TEMPORARY SOIL STOCKPILES WILL BE SURROUNDED BY: DOUBLEROWS OF SILT FENCE, SEDIMENT CONTROL LOGS OR EQUIVALENT MEASURES, AND SHALL NOT BE PLACEDIN ANY NATURAL BUFFERS OR SURFACE WATERS.(CSW PERMIT ITEMS 9.9 AND 9.10)3.STORM DRAIN INLET PROTECTION: (CSW PERMIT ITEMS 9.7 AND 9.8)a.INLET PROTECTION BMPS WILL BE INSTALLED AROUND ALL STORM DRAIN INLETS DOWNGRADIENT OFCONSTRUCTION ACTIVITIES.b.STORM DRAIN INLETS WILL BE PROTECTED UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGINGTO THE INLET HAVE BEEN STABILIZED.c.INLET PROTECTION BMPS WILL BE: SEDIMENT CONTROL LOG, FILTER SACKS, OR EQUIVALENTMEASURES.4.VEHICLE TRACKING BMPS: (CSW PERMIT ITEMS 9.11 AND 9.12)a.VEHICLE TRACKING BMPS WILL BE INSTALLED TO MINIMIZE THE TRACKING OUT OF SEDIMENT FROMTHE CONSTRUCTION AREA AND WILL INCLUDE: ROCK PADS AND MUD MATS OR AN EQUIVALENTSYSTEM.b.IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKEDONTO THE PAVED ROAD, STREET SWEEPING WILL ALSO BE EMPLOYED. SEDIMENT WILL BE REMOVEDBY SWEEPING WITHIN 24 HOURS.5.PROTECTION OF INFILTRATION AREAS: IF NECESSARY, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSIONBERMS) WILL BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO ESTABLISHING PERMANENT COVER WITHIN THE CONTRIBUTING DRAINAGE AREA.(CSW PERMIT ITEMS 16.4 AND 16.5)6.MINIMIZATION OF SOIL COMPACTION AND PRESERVATION OF TOPSOIL: SOIL COMPACTION WILL BEMINIMIZED AND TOPSOIL WILL BE PRESERVED WHERE POSSIBLE. (CSW PERMIT ITEMS 5.24, 9.14, AND 9.15)7.PRIORITIZATION OF ONSITE INFILTRATION AND SEDIMENT REMOVAL: (CSW PERMIT ITEM 9.16)a.PRIOR TO OFFSITE DISCHARGE, INFILTRATION AND SEDIMENT REMOVAL WILL BE IMPLEMENTEDONSITE WHERE POSSIBLE.b.DISCHARGES FROM BMPS WILL BE DIRECTED TO VEGETATED AREAS OF THE SITE (INCLUDING ANYNATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATERINFILTRATION. IF EROSION IS NOTED TO OCCUR AS THE RESULT OF SUCH A DISCHARGE, VELOCITYDISSIPATION BMPS WILL BE CONSIDERED AND INSTALLED AS NECESSARY TO PREVENT EROSION.8.BUFFER ZONE OR REDUNDANT SEDIMENT CONTROLS TO PROTECT SURFACE WATERS: (CSW PERMIT ITEM9.17)a.A 50-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO ANON-SPECIAL/NON-IMPAIRED SURFACE WATER OR WETLAND. IF A NON-SPECIAL/NON-IMPAIREDSURFACE WATER OR WETLAND IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCESAND STORMWATER FLOWS TO THE SURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANTSEDIMENT CONTROLS WILL BE PROVIDED.b.A 100-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO ASPECIAL OR IMPAIRED SURFACE WATER. IF A SPECIAL OR IMPAIRED SURFACE WATER IS LOCATEDWITHIN 100 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THESURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANT SEDIMENT CONTROLS WILL BEPROVIDED.c.REDUNDANT PERIMETER CONTROLS WILL BE INSTALLED AT LEAST 5 FEET APART UNLESS LIMITED BYLACK OF AVAILABLE SPACE.9.USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) IS NOTANTICIPATED AS PART OF THE PROJECT. (CSW PERMIT ITEMS 5.22 AND 9.18)10.THE PROJECT WILL NOT INCLUDE 10 OR MORE ACRES OF DISTURBED SOIL DRAINING TO A COMMONLOCATION OR 5 OR MORE ACRES DRAINING TO A COMMONLOCATION WITHIN 1 MILE OR A SPECIAL ORIMPAIRED WATER THEREFORE TEMPORARY SEDIMENT BASINS ARE NOT REQUIRED. (CSW PERMIT ITEMS 5.6,9.13, AND 23.10 AND SECTION 14)4.3 DEWATERING AND BASIN DRAINING: NO DEWATERING OR BASIN DRAINING WILL OCCUR AS PART OF THISPROJECT. (CSW PERMIT SECTION 10 AND ITEM 10.5)4.4 BMP DESIGN FACTORS: THE FOLLOWING BMP DESIGN FACTORS HAVE BEEN CONSIDERED IN DESIGNING THETEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS:1.EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION.2.NATURE OF STORMWATER RUNOFF AND RUN‐ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTEDFLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES.3.STORMWATER VOLUME, VELOCITY, AND PEAK FLOW RATES TO MINIMIZE DISCHARGE OF POLLUTANTS INSTORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SCOUR IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS.4.RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT.(SEE PAGE 2 OF 2)CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-05_SWPPP.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:03 PMREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM WATER POLLUTION PREVENTION PLAN(SWPPP)23101014.04-C-05D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554355.0 PERMANENT STORMWATER MANAGEMENT SYSTEM:A PERMANENT STORMWATER MANAGEMENT SYSTEM IS REQUIRED IF THE PROJECT RESULTS IN ONE ACRE OR MOREOF NEW IMPERVIOUS SURFACES OR RESULTS IN A NET INCREASE OF ONE OR MORE ACRES OF CUMMULATIVE NEWIMPERVIOUS SURFACES IN TOTAL OR IF THE PROJECT IS PART OF A LARGER PLAN OF DEVELOPMENT. (CSW PERMITITEM 15.3)5.1 A PERMANENT STORMWATER TREATMENT SYSTEM IS NOT REQUIRED. (CSW PERMIT ITEMS 5.15, 15.4-15.9, AND23.14)5.2 THIS IS NOT A LINEAR PROJECT WITH LACK OF RIGHT OR WAY. (CSW PERMIT ITEM 15.9)5.3 THIS PROJECT DOES NOT DISCHARGE TO A TROUT STREAM (OR A TRIBUTARY TO A TROUT STREAM). (CSW PERMITITEM 23.12)6.0 INSPECTION AND MAINTENANCE ACTIVITIES:6.1 PERSONS WITH REQUIRED TRAINING: TRAINED INDIVIDUALS INCLUDE THOSE PARTIES RESPONSIBLE FORINSTALLING, SUPERVISING, REPAIRING, INSPECTING, AND MAINTAINING EROSION PREVENTION AND SEDIMENTCONTROL BMPS AT THE SITE. TRAINED INDIVIDUALS ARE ALSO RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPPAND COMPLIANCE WITH THE GENERAL PERMIT UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETE, PERMANENTCOVER HAS BEEN ESTABLISHED, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED. (CSW PERMIT ITEMS5.20, 5.21, AND 11.9 AND SECTION 21)THESE INDIVIDUALS WILL BE TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT,INCLUDING THE REQUIREMENT THAT THE CONTENT AND EXTENT OF TRAINING WILL BE COMMENSURATE WITH THEINDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES.BELOW IS A LIST OF PEOPLE RESPONSIBLE FOR THIS PROJECT WHO ARE KNOWLEDGEABLE AND EXPERIENCED IN THEAPPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS.TRAINED INDIVIDUALRESPONSIBILITYTRAINING ENTITY* TRAINING DATEERIC FITZGERALDPREPARATION OF THE SWPPPUNIVERSITY OF MINNESOTASEPTEMBER 2017TBDOVERSIGHT OF SWPPP IMPLEMENTA- TBDTBDTION, REVISION, AND AMMENDMENTTBDPERFORMANCE OF SWPPP INSPECTIONSTBDTBDTBDPERFORMANCE OR SUPERVISION OF TBDTBDINSTALLATION, MAINTENANCE, ANDREPAIR OF BMPS*TRAINING DOCUMENTATION AVAILABLE UPON REQUEST. 6.2 FREQUENCY OF INSPECTIONS: A TRAINED PERSON WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE.(CSW PERMIT ITEMS 11.2, 11.10, AND 23.13)·AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURSINSPECTION FREQUENCY MAY BE ADJUSTED UNDER THE FOLLOWING CIRCUMSTANCES:·WHERE PARTS OF THE CONSTRUCTION AREAS HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTSOF THE SITE, INSPECTIONS OF THE AREAS WITH PERMANENT COVER MAY BE REDUCED TO ONCE PER MONTH.·WHERE CONSTRUCTION AREAS HAVE PERMANENT COVER AND NO CONSTRUCTION ACTIVITY IS OCCURRING ONTHE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES.·WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THEINSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGINWITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR UPON RESUMING CONSTRUCTION, WHICHEVERCOMES FIRST.6.3 INSPECTION REQUIREMENTS: EACH CONSTRUCTION STORMWATER SITE INSPECTION WILL INCLUDE INSPECTIONOF THE FOLLOWING AREAS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8)·ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENTMEASURES·SURFACE WATERS FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION·CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING·STREETS AND OTHER AREAS ADJACENT TO THE PROJECT FOR EVIDENCE OF OFF SITE ACCUMULATIONS OFSEDIMENT6.4 MAINTENANCE REQUIREMENTS: MAINTENANCE OF THE FOLLOWING AREAS AND BMPS WILL BE PERFORMED ASFOLLOWS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8)·NONFUNCTIONAL BMPS WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE ENDOF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.·PERIMETER CONTROL DEVICES WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.·TEMPORARY AND PERMANENT SEDIMENTATION BASINS WILL BE DRAINED AND THE SEDIMENT REMOVED WHENTHE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.·DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS WILL BE REMOVED, AND THE AREAS WHERE SEDIMENTREMOVAL RESULTS IN EXPOSED SOIL WILL BE RE-STABILIZED. THE REMOVAL AND STABILIZATION WILL BECOMPLETED WITHIN 7 CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, ORPHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED DUE TO ACCESS CONSTRAINTS, REASONABLE EFFORTS TOOBTAIN ACCESS WILL BE USED. REMOVAL AND STABILIZATION WILL TAKE PLACE WITHIN 7 CALENDAR DAYS OFOBTAINING ACCESS.·TRACKED SEDIMENT ON PAVED SURFACES WILL BE REMOVED WITHIN 1 CALENDAR DAY OF DISCOVERY.·AREAS UNDERGOING STABILIZATION WILL BE RESTABILIZED AS NECESSARY TO ACHIEVE REQUIRED COVER.6.5 RECORDKEEPING REQUIREMENTS: (CSW PERMIT ITEMS 11.11 AND 24.5 AND SECTIONS 6 AND 20)1.ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WILL BE RECORDED IN WRITING WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS WILL BE RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION ANDMAINTENANCE ACTIVITY WILL INCLUDE THE DATE AND TIME; NAME OF INSPECTOR(S); FINDINGS OF INSPECTIONS;CORRECTIVE ACTIONS (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDDATE OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS AND THE AMOUNT OF RAINFALL FOREACH EVENT.a.IF ANY DISCHARGE IS OBSERVED DURING THE INSPECTION, THE LOCATION AND APPEARANCE OF THEDISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUSINDICATORS OF POLLUTANTS) WILL BE DOCUMENTED AND A PHOTOGRAPH WILL BE TAKEN.2.THE SWPPP WILL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS TO CORRECT PROBLEMS ORADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER, OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER.a.THE SWPPP WILL BE AMENDED WHEN INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR,OR CONTRACTORS OR BY USEPA/MPCA OFFICIALS INDICATE THAT THE SWPPP IS NOT EFFECTIVE INELIMINATING OR MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER;THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES; OR THE SWPPP IS NOTCONSISTENT WITH A USEPA APPROVED TMDL.b.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION WILL BE DOCUMENTED ASREQUIRED WITHIN 7 CALENDAR DAYS.c.AMENDMENTS WILL BE COMPLETED BY AN APPROPRIATELY TRAINED INDIVIDUAL. CHANGES INVOLVING THEUSE OF A LESS STRINGENT BMP WILL INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMPIS EFFECTIVE FOR THE SITE CHARACTERISTICS.3.RECORDS RETENTION: THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCERECORDS WILL BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER A FIELD OFFICE OR IN AN ON SITE VEHICLE DURINGNORMAL WORKING HOURS.4.RECORD AVAILABILITY: THE PERMITTEES WILL MAKE THE SWPPP, INCLUDING INSPECTION REPORTS,MAINTENANCE RECORDS, AND TRAINING RECORDS, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALSWITHIN THREE DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT COVERAGE AND FOR THREE YEARSFOLLOWING THE NOTICE OF TERMINATION.7.0 POLLUTION PREVENTION MEASURES:1.ANY CONSTRUCTION PRODUCTS AND LANDSCAPE MATERIALS THAT HAVE THE POTENTIAL TO LEACHPOLLUTANTS WILL BE STORED UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENTDISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCHMATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.2)2.PESTICIDES, FERTILIZERS, AND TREATMENT CHEMICALS WILL BE STORED UNDER COVER (E.G., PLASTICSHEETING, TEMPORARY ROOFS, WITHIN A BUILDING, OR IN WEATHER-PROOF CONTAINERS) TO PREVENTDISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCHMATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.3)3.HAZARDOUS MATERIALS AND TOXIC WASTE (E.G., OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINTSOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, ANDACIDS) WILL BE STORED AND DISPOSED OF IN COMPLIANCE WITH MINNESOTA RULES CHAPTER 7045, INCLUDINGSECONDARY CONTAINMENT (AS APPLICABLE). HAZARDOUS MATERIALS WILL BE PROPERLY STORED IN SEALEDCONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGES AND PREVENT PRECIPITATION FROM FALLINGONTO THE CONTAINERS OR STORED HAZARDOUS MATERIALS. (CSW PERMIT ITEMS 2.3 AND 12.4)4.SOLID WASTE WILL BE COLLECTED, STORED, AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINNESOTARULES CHAPTER 7035. THIS INCLUDES STORAGE WITHIN COVERED TRASH CONTAINERS AND DAILY REMOVAL OFLITTER AND DEBRIS. STORAGE OF SOLID WASTE WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENTPOSSIBLE. (CSW PERMIT ITEM 12.5)5.PORTABLE TOILETS WILL BE LOCATED AWAY FROM SURFACE WATERS AND POSITIONED AND SECURED TO THEGROUND SO THEY WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE WILL BE DISPOSED OF INACCORDANCE WITH MINNESOTA RULES, CHAPTER 7041. PORTABLE TOILETS WILL BE PERIODICALLY EMPTIEDAND THE WASTE HAULED OFF-SITE BY A LICENSED HAULER. (CSW PERMIT ITEM 12.6)6.VEHICLE FUELING WILL ONLY OCCUR IN DESIGNATED AREAS. SPILL KITS SIZED APPROPRIATELY FOR THEAMOUNT OF REFUELING TAKING PLACE WILL BE LOCATED. SPILL KITS WILL BE CLEARLY LABELED AND CONTAINMATERIALS TO ASSIST IN SPILL CLEANUP INCLUDING ABSORBENT PADS, BOOMS FOR CONTAINING SPILLS, ANDHEAVY-DUTY PROTECTIVE GLOVES. SPILLS WILL BE REPORTED TO THE MINNESOTA DUTY OFFICER AS REQUIREDBY MINNESOTA STATUTES, SECTION 115.061. (CSW PERMIT ITEMS 2.3 AND 12.7)a.ANY FUEL TANKS BROUGHT ON-SITE WILL HAVE PROPERLY SIZED CONTAINMENT AND WILL NOT BE TOPPEDOFF TO AVOID SPILLS FROM OVERFILLING. FUEL TANKS WILL MEET INDUSTRY STANDARDS (DESIGNED TOHOLD FUEL TYPE, PROPERLY MAINTAINED, NOT ILLEGALLY MODIFIED, NOT MISSING LEAK INDICATORFLOATS FOR DOUBLE WALLED TANKS, SIGHT GAUGES NOT USED, ETC.) OR BE REMOVED FROM THE WORKAREA.b.GUIDELINES FOR SPILL PREVENTION AND RESPONSE INCLUDE:-TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED,INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE;-PERFORM REGULAR PREVENTATIVE MAINTENANCE ON TANKS AND FUEL LINES;-INSPECT PUMPS, CYLINDERS, HOSES, VALVES, AND OTHER MECHANICAL EQUIPMENT ON-SITE FORDAMAGE OR DETERIORATION;-DO NOT WASH OR RINSE FUELING AREAS WITH WATER;-MAINTAIN ADEQUATE SUPPLIES TO CLEAN UP DISCHARGED MATERIALS AND PROVIDE ANAPPROPRIATE DISPOSAL METHOD FOR RECOVERED SPILLED MATERIALS;-REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINNESOTA STATUTES, SECTION115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE; AND-MAINTAIN COPIES OF SAFETY DATA SHEETS (SDSS) FOR HAZARDOUS MATERIALS ON-SITE INLOCATIONS READILY AVAILABLE TO EMERGENCY RESPONDERS.7.IF VEHICLE AND EQUIPMENT WASHING IS NECESSARY, A VEHICLE WASH STATION WILL BE LOCATED IN ADESIGNATED AREA. RUNOFF FROM THE WASHING AREA WILL BE CONTAINED IN A SEDIMENT BASIN AND WASTEFROM THE WASHING ACTIVITY WILL BE PROPERLY DISPOSED OF. ANY SOAPS, DETERGENTS, OR SOLVENTS WILLBE PROPERLY USED AND STORED. ANY DETERGENTS AND OTHER CLEANERS NOT PERMITTED FOR DISCHARGEWILL NOT BE USED. (CSW PERMIT ITEMS 2.3 AND 12.8)8.THE PROJECT WILL NOT RESULT IN CONCRETE OR OTHER WASHOUT ACTIVITIES. IF NECESSARY, A DESCRIPTIONOF THE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOTCONTACT THE GROUND WILL BE ADDED. (CSW PERMIT ITEMS 2.3 AND 12.9)8.0 PERMANENT COVER AND PERMIT TERMINATION CONDITIONS:1.THE AREAS DISTURBED DURING CONSTRUCTION WILL BE STABILIZED WITH PERMANENT COVER UPONCOMPLETION OF WORK. PERMANENT COVER MAY BE VEGETATIVE OR NON-VEGETATIVE, AS APPROPRIATE.ESTABLISHMENT OF PERMANENT COVER MAY INCLUDE THE FOLLOWING ACTIVITIES: SEEDING, MULCHING, ANDEROSION CONTROL BLANKETS. (CSW PERMIT ITEM 5.17)2.FOR A CONSTRUCTION-SITE TO ACHIEVE “PERMANENT COVER”, THE FOLLOWING REQUIREMENTS MUST BECOMPLETED PRIOR TO TERMINATION OF PERMIT COVERAGE: (CSW PERMIT SECTIONS 4 AND 13)a.ALL SOIL DISTURBING CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERMANENT COVER HASBEEN INSTALLED OVER ALL AREAS. VEGETATIVE COVER CONSISTS OF A UNIFORM PERENNIAL VEGETATIONWITH A DENSITY OF 70% OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THEFUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION (SUCH AS IMPERVIOUS SURFACES OR THE BASEOF A SAND FILTER).b.ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS, INCLUDING CULVERTS.c.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS HAVE BEEN REMOVED.BMPS DESIGNED TO DECOMPOSE ON-SITE MAY BE LEFT IN PLACE.WITHIN 30 DAYS AFTER THE TERMINATION CONDITIONS ARE COMPLETE, A NOTICE OF TERMINATION (NOT) FORM WILLBE SUBMITTED TO THE MPCA.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-05_SWPPP.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:03 PMREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM WATER POLLUTION PREVENTION PLAN(SWPPP)23101014.04-C-06D..90% DESIGNNOT FOR CONSTRUCTION.GOPHER STATE ONE CALL:CALL BEFORE YOU DIG.1-800-252-1166PROJECTLOCATIONPROJECT LOCATIONSCALE IN FEET20,00010,0000CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
ST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-975
0 750760 76077077077078078078079079079080080080080080081081081081082082082082083083083083076015+33T0+00T1+00T2+00T3+00T4+00T5+00T6+00T7+00T8+00T9+00T10+00T11+00T12+00T13+00T14+00T15+00T82082
0
830
830818818818818822822
822822824824
824824826826826826
828828828828
832832832832
834834836836838838760770780790800810WTWTWTWTWTWTWTWTWTW
TWTWTWTWTWTWTWTWTW
T L178158208258308358408458158208258308358408450+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+32100' VCPVC STA: 2+00.00PVC ELEV: 833.40PVT STA: 3+00.00PVT ELEV: 831.00
100' VCPVC STA: 10+70.00
PVC ELEV: 836.02
PVT STA: 11+70.00
PVT ELEV: 838.92100' VCPVC STA: 6+60.00
PVC ELEV: 818.00
PVT STA: 7+60.00
PVT ELEV: 820.50 100' VCPVC STA: 5+10.00
PVC ELEV: 820.50
PVT STA: 6+10.00
PVT ELEV: 818.00
0.00%0.20%-5.00%5.00%0.79%NEW FENCE,SEEEXISTING TRAILEX
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FINISHED TRAIL GRADEEXISTING GROUND1-PLAN: TRAIL MODIFICATIONSNSCALE IN FEET1005002-PROFILE: TRAIL MODIFICATIONSHORIZ. SCALE IN FEET100500100CONSERVATION EASEMENT5VERT. SCALE IN FEETEXISTING TRAILCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:30 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435PROPERTY LINE (TYP)CONSTRUCTION LIMITSSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSPLAN AND PROFILE23101014.04-C-07D..90% DESIGNNOT FOR CONSTRUCTION.NEW STORM SEWER,SEE SHEET C-19EXISTING NORTH PIPENEW TRAIL,SEENORTH SLOPE REPAIR AREA,SEE SHEET C-17SOUTH AREA CULVERT OUTLETAND STREAMBANK REPAIR,SEE SHEET C-131C-102C-10NEW DRAINAGE CHANNEL WITH TRM,SEE SHEET C-193C-18CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
FG OFFSET2+00790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET2+50790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET3+00790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET3+50790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET4+00790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET4+5078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET5+0078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET5+5078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET6+0075076077078079080081082083084075076077078079080081082083084001020304050607080901001101201301401501600-10-20-30-40-50FG OFFSET6+5074075076077078079080081082083084074075076077078079080081082083084001020304050607080901001101201301401500-10-20-30-40-50FG OFFSET7+0075076077078079080081082083084075076077078079080081082083084001020304050607080901001101201301401500-10-20-30-40-50NOTE:SEE FOR FURTHER DETAILSON TRAIL SECTIONS, INCLUDING 2% CROSSSLOPE ON TRAIL SURFACE.REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSCROSS SECTIONS23101014.04-C-08D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:06 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435FINISHED GRADE (TYP.)EXISTING GROUND (TYP.)3:14:12:12:14%4%4%4%4%4%4%4%4%4%4%4%4%4%4%2:12:18:18:18:12C-101C-10CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
FG OFFSET7+5077078079080081082083084077078079080081082083084001020304050607080901001101200-10-20-30-40-50FG OFFSET8+0078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET8+5078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET9+0079080081082083084085079080081082083084085001020304050607080901000-10-20-30-40-50FG OFFSET9+50800810820830840850800810820830840850010203040500-10-20-30-40-50FG OFFSET10+00800810820830840850800810820830840850010203040500-10-20-30-40-50FG OFFSET10+50800810820830840850800810820830840850010203040500-10-20-30-40-50FG OFFSET11+00810820830840850810820830840850010203040500-10-20-30-40-50FG OFFSET11+50810820830840850810820830840850010203040500-10-20-30-40-50FG OFFSET12+00810820830840850810820830840850010203040500-10-20-30-40-50REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSCROSS SECTIONS23101014.04-C-09D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:07 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435FINISHED GRADE (TYP.)EXISTING GROUND (TYP.)Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554354%4%2:14%4%4%4%4%4%4%4%4%4%2:12:12:14%4%NOTE:SEE FOR FURTHER DETAILSON TRAIL SECTIONS, INCLUDING 2% CROSSSLOPE ON TRAIL SURFACE.2C-101C-10CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-10_TRAIL SECTIONS AND DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:09 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554351-SECTION: TRAIL MODIFICATION (TYPICAL) - STA. 5+00 TO 7+75NOT TO SCALE10' TRAIL5' MIN. SHOULDER5' MIN. SHOULDER4%6" THICK MnDOT CLASS 5 AGGREGATE BASE, 100% CRUSHED2.0%2H:1V MAX.NORTH SIDE6" TOPSOIL AND SEED (TYP.)EXISTING GROUNDTYPE 5 GEOTEXTILE FABRIC(AT ENGINEER'S DISCRETION)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRCHANHASSEN, MNTRAIL MODIFICATIONSTYPICAL SECTIONS23101014.04C-10D..90% DESIGNNOT FOR CONSTRUCTION.SOUTH SIDE4%2-SECTION: TRAIL MODIFICATION (TYPICAL) - STA. 1+75 TO 5+00 AND STA. 7+75 TO 12+00NOT TO SCALE10' TRAIL5' MIN. SHOULDERVARIES - 5' MIN. SHOULDER4%2.0%NORTH SIDE6" TOPSOIL AND SEED (TYP.)EXISTING GROUNDSOUTH SIDE4%3" THICK 3/8" MINUS AGGREGATE SURFACINGCLASS SPECIAL(SEE TABLE 1 FOR GRADATION)PREPARE TOP 12" OF SUBGRADE IN ACCORDANCEWITH MnDOT STANDARD 2112NOTES:TEST ROLL SUBGRADE PRIOR TO AGGREGATEBASE INSTALLATION IN CONFORMANCE WITHMnDOT STANDARD SPECIFICATION 2111.NOTES:TEST ROLL SUBGRADE PRIOR TO AGGREGATEBASE INSTALLATION IN CONFORMANCE WITHMnDOT STANDARD SPECIFICATION 2111.6" THICK MnDOT CLASS 5 AGGREGATE BASE, 100% CRUSHEDTYPE 5 GEOTEXTILE FABRIC(AT ENGINEER'S DISCRETION)3" THICK 3/8" MINUS AGGREGATE SURFACINGCLASS SPECIAL(SEE TABLE 1 FOR GRADATION)3/8" MINUS GRADATION FORAGGREGATE SURFACING(CLASS SPECIAL)SIEVE SIZEPERCENT PASSING3/8"100#470-100#4020-50#20010-30TABLE 11.5'1.5'1.5'1.5'NOTES:1.3/8" MINUS AGGREGATE SURFACING SHALL BE100% CRUSHED LIMESTONE.2.3/8" MINUS AGGREGATE SURFACING MUSTCOME FROM KRAEMER MINING & MATERIALS,INC. OF BURNSVILLE, MN., IN ORDER TO MATCHCOLOR OF EXISTING TRAIL.2.0%2.0%PREPARE TOP 12" OF SUBGRADE IN ACCORDANCEWITH MnDOT STANDARD 2112CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
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1-NSCALE IN FEET40200PLAN: SOUTH AREA SLOPE REPAIRSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA SLOPE REPAIRPLAN23101014.04-C-11D..90% DESIGNNOT FOR CONSTRUCTION.SOUTH CULVERT OUTLET MODIFICATIONS,SEE SHEET C-13PROPOSED DRAINAGE CHANNEL WITH FLEXIBLECONCRETE GEOGRID, SEE SHEET C-19PROPERTY LINE(TYP.)CONSTRUCTION LIMITSREMOVE EXISTING DAMAGED HEADWALLAND SLIP LINE IN EXISTING CULVERTSEE SHEET C-13FLARED END SECTIONSEE SHEET C-13REALIGNED TRAILTURF REINFORCEMENT MAT(CATEGORY 2)SEECLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012LEGENDRIPRAPTURF REINFORCEMENT MATFLEXIBLE CONCRETE GEOGRIDR-041
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1-SCALE IN FEET40200SECTION: SOUTH AREA SLOPE REPAIRSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA SLOPE REPAIRSECTIONS23101014.04-C-12D..90% DESIGNNOT FOR CONSTRUCTION.EXISTING CULVERTEXISTING GROUNDFINISHED GRADEEXISTING DAMAGED HEADWALLC NEW TRAILLC EXISTING TRAILL2-SCALE IN FEET40200SECTION: SOUTH AREA SLOPE REPAIR2H:1V MAX.EXISTING GROUNDFINISHED GRADEC NEW TRAILLC EXISTING TRAILL0-10-2010203040506070802H:1V MAX.90-30-40100110120130140150160CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
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C2+00C2+37CSTART RIPRAPN: 165126.53E: 562060.20END RIRRAPN: 165112.13E: 561995.35START RIPRAPN: 165070.99E: 561911.86END RIPRAPN: 165026.13E: 561885.99INSTALL RIPRAP STILLING BASIN(BOTTOM EL. 740.85)SEEREMOVE EXISTING DAMAGED HEADWALLSEEPROPERTY LINE(TYP.)CONSTRUCTION LIMITSSLIP LINE EXISTING CULVERTWITH 95" x 67" CMP. INCLUDE 5'MIN. LENGTH INSIDE EXISTINGCULVERT AND 2' MIN. LENGTHOUTSIDE EXISTING CULVERT.SEEINSTALL 95" x 67" FLARED END SECTIONON SLIP-LINED ARCH PIPESEEEXISTING CHANNEL THALWEGPROPOSED DRAINAGE CHANNEL WITHFLEXIBLE CONCRETE GEOGRID,SEE SHEET C-19BOULDER CROSS VANESEEBOULDER CROSS VANESEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-13_SOUTH CULVERT PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 8:41 AM1-SCALE IN FEET40200Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET ANDSTREAMBANK REPAIR PLAN23101014.04-C-13D..90% DESIGNNOT FOR CONSTRUCTION.NPLAN: SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR17.5'1C-141C-141C-14INSTALL SALVAGED MnDOT CLASS IV RIPRAPAT SLOPE TOE (24" MIN. DEPTH)SEEINSTALL SALVAGED MnDOT CLASS IVRIPRAP AT SLOPE TOE (24" MIN. DEPTH)SEE1C-16MINNESOTA BLUFFS LRT REGIONAL TRAIL1C-162C-151C-151C-15C-142C-143C-144NOTES:1.START AND END COORDINATES FOR SALVAGED RIPRAP AT SLOPETOE DELINEATE EXTENTS ALONG LENGTH OF CHANNEL. VERIFY ALLLOCATIONS IN THE FIELD WITH ENGINEER PRIOR TO INSTALLATION.2.REMOVE DEBRIS IN CHANNEL AS NECESSARY FOR WORK. DEBRISREMOVAL INCIDENTAL TO SALVAGED RIPRAP INSTALLATION.3.MINOR GRADING MAY BE NECESSARY ON SLOPE ABOVE PLACEDSALVAGED RIPRAP. SLOPE SHALL TIE-IN WITH TOP OF RIPRAP.INCIDENTAL TO RIPRAP PLACEMENT.EXISTING STREAM EXTENTSCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
7407457507557607657407457507557607650+001+002+002+377357407507607357407507600102030400-10-20-30-407307407507607307407507600102030400-10-20-30-40CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-14_SOUTH CULVERT REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:20 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..EXISTING 8' SPAN CMPAAPPROX. 25'APPROX. 5'Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET REPAIRPROFILE AND SECTIONS23101014.04-C-14D..90% DESIGNNOT FOR CONSTRUCTION.FURNISH AND INSTALL 95" x 67" CMP FOR SLIP LININGEXISTING CULVERT. CONTRACTOR TO VERIFY SIZEAND FIT IN THE FIELD AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO ORDERING.SECTION: CMPA CULVERT SLIP LINE1-EXISTING GROUTEDANNULUS (ASSUMED)ORIGINAL CONCRETECULVERTEXISTING 4" SLOTTED PVCUNDERDRAINEXISTING SAND PACKEXISTING GROUTVERIFICATION PORTORIGINAL CONCRETECULVERTEXISTING GROUTINJECTION PORTEXISTING RIPRAPEXISTING GEOTEXTILEEXISTING TIMBER PILESEXISTING GROUTPLACED IN VOID(FEB., 2016)EXISTING GROUNDREMOVE EXISTING CONCRETE HEADWALLFINISHED GRADE2H:1V MAX.FURNISH AND INSTALL95" x 67" GS PIPE APRON5' MIN.2' MIN.INSTALL 3/4"Ø ASTM F1554, GR36, OR A36 THREADED ROD (GALV.).6" MINIMUM EPOXY GROUT EMBED. (6) EA. ROW, EQUALLY SPACEDAROUND CIRCUMFERENCE. CUT ROD FLUSH WITH NUT.FILL ANNULUS WITH CLSM HIGH DENSITYGROUT PER MnDOT 2519.3.A.2INSTALL 24" OF COARSE FILTERAGGREGATE, MnDOT 3149.2.HTYPE 4 GEOTEXTILE FABRIC87"-5.30%-1.00%PROFILE: CULVERT OUTLET AND STREAM CHANNEL4-HORIZONTAL SCALE IN FEET40200VERTICAL SCALE IN FEET20100FLARED END SECTION87"2' EXTENSIONEXISTING GROUNDFINISHED GRADEEL. 752.98EL. 743.85EL. 743.85EL. 740.8530'20'90' (STREAM WIDTH = 30')80' (STREAM WIDTH = 20')30" R270 RIPRAP3'SECTION: STREAM CHANNEL (30' BOTTOM WIDTH)2-SCALE IN FEET20100SECTION: STREAM CHANNEL (20' BOTTOM WIDTH)3-SCALE IN FEET20100EXISTING GROUNDFINISHED GRADE30'36" R470 RIPRAP30" R270 RIPRAPEXISTING GROUNDFINISHED GRADE3:13:13:13:112'12'20'12'12'2.5:18:18:18:14'4'12" B3 GRANULAR BEDDING12" B3 GRANULAR BEDDING36" R470 RIPRAP12" B3 GRANULAR BEDDING12" B3 GRANULAR BEDDINGBOULDER CROSS VANEBOULDER CROSS VANECCCC24"PLACE SALVAGED, CLASS III, OR CLASS IV RIPRAP BENEATHFLARED END SECTION AS NEEDED TO FACILITATE COARSEFILTER AGGREGATE PLACEMENT. THIS RIPRAP MATERIAL ANDPLACEMENT IS INCIDENTAL TO FLARED END SECTION.1'-0"2'-0"2'-0"CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
12'30' US VANE,20' DS VANE12'BOULDER ELEVATIONPOINTVARIES - 4' MINB3 GRANULAR BEDDINGOVERFLOW ELEVATION4'-6' AVERAGE DIAMETERFIELDSTONE BOULDERSA-SECTION: BOULDER CROSS VANENOT TO SCALENOT TO SCALEB-SECTION: BOULDER CROSS VANE 3H:1V3H:1VRIPRAP(36" R470 US VANE,30" R270 DS VANE)12" B3 GRANULAR BEDDINGEXISTING SUBGRADENOTES:1.CROSS VANE LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND MAY BEMODIFIED IN THE FIELD BY THE ENGINEER.2.FINAL BOULDER PLACEMENT TO BE APPROVED BY THE ENGINEER IN THE FIELD.CONTRACTOR MAY BE REQUIRED TO ADJUST BOULDER ELEVATIONS AND ROTATION.3.THERE SHALL BE NO GAPS BETWEEN BOULDERS. RIPRAP BEDDING SHALL BEPLACED ON THE UPSTREAM SIDE OF THE BOULDERS TO PLUG SMALL GAPS (MAYREQUIRE HAND PLACEMENT).4.BOULDERS OF AN UNSUITABLE SHAPE MAY BE RE-LOCATED OR REJECTED.5.INSTALL EROSION CONTROL BLANKET ON DISTURBED BANKS.FLOW1-DETAIL: BOULDER CROSS VANE NOT TO SCALE18"12"TOE OF BANKBOULDER ELEVATIONPOINTTOP OF BANK4'-6' AVERAGE DIAMETERFIELDSTONE BOULDERSE312" APPROX.E2E1E3E2RIPRAP(36" R470 US VANE,30" R270 DS VANE)10'10'℄ CHANNEL (THALWEG)A-FLOW30°APPROX 30°APPROX12'30' US VANE20' DS VANE12'-BRIPRAP ANDGRANULAR FILTERTOP OF BANKTOP OF BANK2-7% UPWARD SLOPEE1E24'-6' AVERAGE DIAMETERFIELDSTONE BOULDERS10'10'TOE OF BANKTOE OF BANK2-DETAIL: STILLING BASINNOT TO SCALEPLAN VIEWSECTION VIEW D9'10'9'30'D-1330'3'EXISTING GROUNDSECTION VIEW CC-TIE INTO EXISTINGSTREAM CHANNEL3:1
20'20'3:13:1
3:11%12'20'131%BOTTOM EL. 740.85EL. 743.85EL. 743.8530" R270 RIPRAP12" B3 GRANULAR BEDDING13133'BOTTOM EL. 740.8528'EXISTING GROUND30" R270 RIPRAP12" B3 GRANULAR BEDDINGFLOWFLOWCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-14_SOUTH CULVERT REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:55 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET REPAIRSECTIONS AND DETAILS23101014.04-C-15D..90% DESIGNNOT FOR CONSTRUCTION.BOULDER ELEVATION POINTSELEV. E1ELEV. E2ELEV. E3US VANE754.30750.30754.30DS VANE747.80743.80747.80CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
3' MIN.2.5H
:1VEXCAVATED STREAM BED MATERIAL (COMPACT)8" THICK Mn/DOT GRANULAR FILTER24" THICK SALVAGED RIPRAP(MnDOT CLASS IV)TOPSOIL AND SEEDEXISTING SLOPEFILL WITH EXCAVATEDSTREAM BED MATERIALEXISTING STREAM BED2' MIN.1-DETAIL: RIPRAP TOE PROTECTIONNOT TO SCALEEXISTING TOE OF BANKCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-16_STREAMBANK REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:56 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTREAMBANK REPAIRDETAIL23101014.04-C-16D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
780780790790800800810810 810810820820820820830830830830840840840840790790800800810810820820820820820820830830 830830830830840840840840820820830830840840850850860860850850
7907908008002+00N0+00N1+00N13+00T14+00T15+00T15+33T812812814814816816818820822780790800810820PROPOSED STORM SEWERSEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-17_NORTH AREA GRADING.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:35 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..1-PLAN: NORTH AREA SLOPE REPAIRNMINNESOTA BLUFFS LRT REGIONAL TRAILSCALE IN FEET40200POTENTIAL ACCESS ROUTEREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNNORTH AREA SLOPE REPAIRPLAN23101014.04-C-17D..90% DESIGNNOT FOR CONSTRUCTION.PROPERTY LINEEXISTING WETLANDEXTENTSCONSERVATION EASEMENTBOUNDARYCONSTRUCTION LIMITSPROTECT EXISTING HEADWALLPROPERTY LINEPROTECT EXISTING FENCEFILL EXISTING 18" DIP WITH GROUTAND ABANDON IN PLACE,SEE C-181C-18INSTALL NEW CHAINLINK FENCESEECRUSHED VIRGIN CLASS III RIPRAP1C-193C-182C-18EXISTING I.E. 810.9(VERIFY IN FIELD PRIOR TODOWNSTREAM GRADING)FILL AREA TO EL. 810.9(COMMON EMBANKMENT)POTENTIAL ACCESS ROUTECLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
7727757807857907958008058108158208258308358408457727757807857907958008058108158208258308358408450+000+200+400+600+801+001+201+401+601+802+00FINAL GRADECONCRETE FOOTING (TYP.)3-DETAIL: WIRE FENCE DESIGN VINYL COATED6'-0"3'-0"NOT TO SCALE6" TYP.2'-6"
3"10'-0" MAX.CENTER TO CENTER12"END POST/PULL POST1 2LINE POST 1 3TOP RAIL 1 4 7CHAIN LINK FABRIC 1 6BOTTOM RAIL 1 4 74'-6"
3"ALTERNATE LINEPOST ANCHORAGENOTES:1.100% BONDED VINYL COATED - "BLACK", GALVANIZED 6GAGE.2.TERMINAL POSTS 9' END, CORNER OF PULL POST - 3" O.D.BLACK PIPE.3.LINE POSTS 9' x 2-1/2" SS 40.4.TOP RAIL SHALL BE 1-5/8" SS 30.5.ALL FITTING, TIES, LOOP CAPS, AND COMPONENT PARTSSHALL BE VINYL COATED "BLACK".6.CHAIN LINK FABRIC SHALL BE 2" MESH WITH KNUCKLEDSELVAGE TOP AND BOTTOM.7.FABRIC SHALL BE TIED BELOW TOP RAIL EVERY 12".8.FENCE SHALL BE GROUNDED.9.FENCE ALIGNMENT SHALL BE OFFSET 4' FROM EDGE OFTRAIL.10.REVIEW FENCE ALIGNMENT/EXTENTS WITH ENGINEERPRIOR TO INSTALLATION. ENGINEER MAY ALTER FENCEALINGMENT/EXTENTS.78079080081078079080081001020300-10-20-30EXISTING GROUNDCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-18_NORTH AREA REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 1:05 PMGGN M:\Design\23101014.00\2310101400_Drawing_N2-OPT2_NORTH AREA - STORM SEWER PLAN & PROFILE.dwg Plot at 0 04/06/2016 16:05:35.Xrefs in Drawing - M:\Design\23101014.00\2310101400_BASE_EXISTING-IMAGE.dwg M:\Design\23101014.00\2310101400_BASE_EXISTING-Planimetric.dwg M:\Design\23101014.00\2310101400_Base-Design-Planimetric.dwg M:\Design\23101014.00\2310101400_BASE_Borings(Carver County Coord).dwg
1-PROFILE: NORTH AREA SLOPE REPAIRSCALE IN FEET10020REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNNORTH AREA SLOPE REPAIRPROFILE, SECTION, AND DETAIL23101014.04-C-18D..90% DESIGNNOT FOR CONSTRUCTION.ABANDON EXISTING 18" DIP INPLACE WITH FLOWABLE FILLGROUTPROTECT EXISTINGHEADWALL1.5:1CRUSHED VIRGIN CLASS III RIPRAPEXISTINGPROPERTYLINECAP EXISTING 18" DIPPLUG WITH MANUFACTURED PLUG OR CAP SPECIFICALLYDESIGNED AND MANUFACTURED TO BE USED WITH TYPEOF PIPE (18" DIP) BEING ABANDONED OR BULKHEAD ENDWITH CEMENT GROUT PRIOR TO ABANDONING PIPE WITHFLOWABLE FILL.5'2-SECTION: NORTH AREA SLOPE REPAIR (STA. 0+43)SCALE IN FEET10020EXISTING GROUNDFINISHED GRADECRUSHED VIRGIN CLASS III RIPRAPNNNNNNNNNNNFINISHED GRADEFINISHED GRADEEL. 810.9FILL AREA (COMMON EMBANKMENT)CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
9+15S0+00S1+00S2+00S3+00S4+00S5+00S6+00S7+00S8+00S9+00S820820818818822822812812812812814814814814816816816816750750 750750760760770770780780790790800800800800810810820820820820830830830830800800
810810
820820
8
3
0
8
3
0
83083083
0
83
0
84
0
84
0
8108108208208308308408408508508608608
2
0
8
2
0 830830830830840840840840750750760760770770780780790790800800810810760760770770
7
8
0
7
8
0
7
9
0
7
9
0
800800810810810810820820810810808808812812812812ST-3ST-6PZ-1ST-1SB-5SB-6ST-7ST-8ST-97357407457507557607657707757807857907958008058108158208258308358408457357407457507557607657707757807857907958008058108158208258308358408450+001+002+003+004+005+006+007+008+009+009+158.49%17.00%PVI STA = -0+09.59PVI EL = 752.00PVI STA = 1+65.28PVI EL = 766.84
PVI STA = 3+42.73
PVI EL = 797.01
PVI STA = 4+72.41
PVI EL = 805.896.84%REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELPLAN AND PROFILE23101014.04-C-19D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-19_STORM SEWER PLAN AND PROFILE.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 12:46 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435EXISTING CMPA
1-NSCALE IN FEET60300CONSTRUCTION LIMITSSOUTH SLOPE REPAIRSEE SHEET C-11MINNESOTA BLUFFS LRT REGIONAL TRAILCONSERVATION EASEMENTTRAIL MODIFICATIONSSEE SHEET C-07PLAN: STORM SEWER AND DRAINAGE CHANNELBEATRICE I.ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING FIBER OPTIC LINE2-HORIZONTAL SCALE IN FEET60300PROFILE: STORM SEWER AND DRAINAGE CHANNELVERTICAL SCALE IN FEET30150EXISTING GROUNDFINISHED GRADEPROPOSED DRAINAGE CHANNELSEE1C-2124" HDPE STORM SEWER -DIRECTIONAL DRILLED302 LF - 24" HDPE @ 1.57%(INSTALL USING DIRECTIONALDRILLING METHODS)24" CAS PIPE APRON(IE. 810.50)24" CAS PIPE APRON2.5:1RIPRAP STILLING BASINPROPOSED DRAINAGE CHANNEL WITHFLEXIBLE CONCRETE GEOGRIDSEE1C-21ROCK CHECK (TYP.)SEE2C-20RIPRAP STILLING BASINSEE1C-2024" CAS PIPE APRON(IE. 805.75)ROCK CHECK (TYP.)SPACED APPROX.EVERY 50'FILL AREA TO 810.9FILL AREAEL. 810.900.61%NOTES:1.INSTALL 24" HDPE AND NEW CHANNEL PRIOR TO PLUGGINGEXISTING NORTH 18" UNDER TRAIL EMBANKMENT.2.ENSURE VEGETATION IS AT LEAST 70% ESTABLISHED IN NEWCHANNEL PRIOR TO ALLOWING FLOW.3.INTLALL SEED , BLANKET, AND MULCH ONCE PROJECTDISTURBANCE IS COMPLETE AND IN ACCORDANCE WITHRESTORATION DESIGN/SPECIFICATIONS.24" CAS PIPE APRONSSSSSSSSSSSFINISHED GRADEPOTENTIAL ACCESS ROUTEST-3ST-6ST-7ST-8ST-9CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012ROCKCHECKSTATIONROCK CHECKTOP ELEV.10+27756.3020+82760.9731+39765.8041+96743.6352+52783.1563+09792.8473+62799.5584+13802.92
DIA.L41411-FLARED END SECTIONFLOWE 2'NOTES:PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE ASPECIAL DESIGN.REQUIREMENTS FOR RIPRAP SIZE AND THICKNESS ANDFILTER BLANKET SHALL BE DESIGNATED IN THE PLANS.1.FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'.2.DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND3110.SECTION: RIPRAP OUTFALL-RIPRAP1'B-AMnDOT GRANULARFILTER MATERIAL1RIPRAPMnDOT GRANULARFILTER MATERIAL1'12'A--B--SECTION: RIPRAP OUTFALLNOT TO SCALEDETAIL: RIPRAP OUTFALLNOT TO SCALENOT TO SCALETABLE OF QUANTITIESRIPRAP AT PIPE OUTLETSCLASS IId50 = 6"CLASS IIId50 = 9"CLASS IVd50 = 12"DIA. OFROUNDPIPE (IN.)L(FT.)12" DEPTHRIPRAP(CU. YD.)6" DEPTHGRANULARFILTER(CU. YD.)18" DEPTHRIPRAP(CU. YD.)9" DEPTHGRANULARFILTER(CU. YD.)24" DEPTHRIPRAP(CU. YD.)12" DEPTHGRANULARFILTER(CU. YD.)24125.52.88.34.211.05.52'2'2MnDOT CLASS IV RANDOMRIPRAP AND MnDOTGRANULAR FILTERCLASS IV RIPRAP6'10'36"2:12:12:12:1CLASS IV RIPRAPFLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)DETAIL: ROCK CHECKNOT TO SCALEA-SECTION: ROCK CHECK NOT TO SCALE6'12"B-SECTION: ROCK CHECK NOT TO SCALEFLOWFLOWCLASS IV RIPRAPB-24"OVERFLOWELEVATION5'-2A-FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)12"2'NOTES:1.CUT FLEXIBLE CONCRETE GEOGRID AT EACH ROCK CHECKAS NECESSARY TO IMPROVE GEOGRID FLEXIBILITY ANDFORM TRENCH FOR ROCK CHECK.2.PROVIDE MINIMUM OF 3-FT. OVERLAP OF GEOGRID ATBREAK BELOW ROCK CHECK WITH UPSTREAM GEOGRIDLAYER PLACED ON TOP OF DOWNSTREAM GEOGRID.3.VERIFY INSTALLATION AND REQUIRED STAKING WITHMANUFACTURER PRIOR TO INSTALLATION.PROVIDE MIN. 3-FT. OVERLAPAT BREAK BELOW ROCK CHECKCULVERT INVERTREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELSECTIONS AND DETAILS23101014.04-C-20D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-20_STORM SEWER DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 9:00 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
10'4'2'4'2'2'SLOPE AND WIDTH VARY1-SECTION: DRAINAGE CHANNEL NOT TO SCALESEE DETAIL 2 FOR KEY6" MIN. TOPSOIL WITH SEED ANDCATEGORY 3 EROSION CONTROLBLANKET. EXTEND EROSIONCONTROL BLANKET 10' MIN. FROMEDGE OF FLEXIBLE CONCRETEGEOGRID.FLEXIBLE CONCRETE GEOGRIDNOTES:1.ALL FLEXIBLE CONCRETE GEOGRID TO BE FLEXAMAT OR APPROVED EQUAL.2.FLEXIBLE CONCRETE GEOGRID IS TO BE LAID IN A SHINGLED MANNER SO THE UPSTREAM ROW IS LAIDOVER THE TOP OF THE DOWNSTREAM ROW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'SGUIDELINES.3.FOR GENERAL INSTALLATION INFORMATION SEE DETAIL 2.4.PLACE TOPSOIL PRIOR TO INSTALLATION OF FLEXIBLE CONCRETE GEOGRID AND GRADE TO BESMOOTH PER MANUFACTURER GUIDELINES.216" MIN. TOPSOIL AND SEED BELOWFLEXIBLE CONCRETE GEOGRIDCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-20_STORM SEWER DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 3:27 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELSECTIONS AND DETAILS23101014.04-C-21D..90% DESIGNNOT FOR CONSTRUCTION.DETAIL: FLEXIBLE CONCRETE GEOGRID INSTALLATION (FLEXAMAT OR APPROVED EQUAL)NOT TO SCALE-2CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
750750750750760760760760770770 770770780780780780780780 780780790790790790790790800800800800800800800800810810810810810810
81081082
082
0
82
0
82
0 820820820820820820820820830830830830830830
830830830830830830 830830840840840840CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-01_RESTORATION PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 3:21 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: SEEDING NSCALE IN FEET120600WOODLAND EDGE SOUTH SEED MIX(MnDOT 36-211)SYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURRESTORATION NOTES:1.ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIESSHALL BE DECOMPACTED TO A MINIMUM DEPTH OF 12", STABILIZED ANDRESTORED WITH A MINIMUM OF 6 INCHES OF TOPSOIL, SEED WITH COVERCROP, AND EROSION CONTROL BLANKET OR STRAW MULCH. THETOPSOIL USED FOR RESTORATION MAY BE STOCKPILED FROM GRADINGAREAS.2.SEED ANY DISTURBED AREAS OUTSIDE THE CONSTRUCTION LIMITS WITHTHE SPECIFIED SEED MIX.3.ANY EXOTIC INVASIVE PLANTS AND WEEDS WITHIN THE SEEDING AREASSHALL BE SPRAYED WITH HERBICIDE 14 DAYS PRIOR TO SEEDING.SIGNAGE INDICATING THE USE OF HERBICIDES MUST BE POSTED ON SITE.4.ALL HERBICIDE APPLICATION SHALL BE APPLIED BY A LICENSEDAPPLICATOR WITHIN THE STATE OF MINNESOTA.5.SEED IN ACCORDANCE WITH THE SPECIFICATIONS. SEEDING IS TO TAKEPLACE IMMEDIATELY FOLLOWING FINAL GRADING AND SOIL PLACEMENTTO PREVENT EROSION AND COMPACTION.6.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASEOF ANY DISCREPANCIES BETWEEN THIS DETAIL, PLANS, ORSPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN.REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSEEDING PLAN23101014.04-R-01D..90% DESIGNNOT FOR CONSTRUCTION.NATIVE CONSTRUCTION SEED MIX(MnDOT 32-241)REALIGNED GRAVEL TRAILSTORMWATER SOUTH SEED MIX(MnDOT 33-261)WET PRAIRIE SEED MIX(MnDOT 34-262)RIPRAPPROPOSED TRAILCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012CLEARING LIMITS
750750750750760760 760760770770 770770780780780780780780780780780780 7807807907907907907907907907907907907907908008008008008008008008008008008008008108108108108108108108108108108108108208208208208208208208208208208208208208208208208308308308308308308308308308308308308308308408408408408408408
4
0
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840840
8508508
5
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5
0 850850860860
8608608
6
0
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6
0 87087087087087
0
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CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-02_PLANTING PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 1:46 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: EROSION CONTROL BLANKET MULCH PLAN NRIPRAPSYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEROSION CONTROL BLANKET ANDMULCH PLAN23101014.04-R-02A..90% DESIGNNOT FOR CONSTRUCTION.REALIGNED GRAVEL TRAILSCALE IN FEET120600CLIENTBIDCONSTRUCTION12/13/19----------------------------------ABC0123FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)EROSION CONTROL BLANKET(MnDOT CAT. 3N)DISK ANCHORED MULCHCLEARING LIMITSCLEARING LIMITS
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CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-02_PLANTING PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 1:52 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: EROSION CONTROL BLANKET AND TREE PLANTING PLAN NRIPRAPSYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURNOTES:1.ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURINGCONSTRUCTION SHALL BE REPLACED AT A 1:1 RATIO.2.ESTIMATED TREE REPLACEMENT QUANTITIES ARE PROVIDED IN THE TREEPLANTING SCHEDULE FOR BIDDING PURPOSES.3.ACTUAL TREE REPLACEMENT QUANTITY WILL VARY FROM THE PLANTINGSCHEDULE BASED ON NUMBER AND SPECIES OF TREES REMOVED DURINGCONSTRUCTION.4.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATERTHAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION TODETERMINE TREES TO BE PLANTED.5.APPROXIMATE AREAS FOR TREE PLANTING ARE SHOWN ON THE PLAN VIEW. FIELDSTAKE LOCATIONS OF PROPOSED TREES IN THE FIELD FOR REVIEW ANDAPPROVAL BY ENGINEER PRIOR TO PLANTING.REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTREE PLANTING PLAN23101014.04-R-03A..90% DESIGNNOT FOR CONSTRUCTION.REALIGNED GRAVEL TRAILSCALE IN FEET120600CLIENTBIDCONSTRUCTION12/13/19----------------------------------ABC0123Common NameBotanic NameSizeSpacing (ft)Replacement% of TotalRemovedQuantity(Estimated)IronwoodOstrya virginiana #10 Cont.10 O.C.4%TBDDowny ServiceberryAmelanchier arborea#10 Cont.10 O.C.3%TBDAmerican LindenTilia americana#10 Cont.15 O.C.8%TBDNorthern Pin OakQuercus ellipsoidalis#10 Cont.15 O.C.3%TBDSugar MapleAcer saccharum#10 Cont.15 O.C.50%TBDRed OakQuercus rubra#10 Cont.15 O.C.3%TBDHackberryCeltis occidentalis#10 Cont.10 O.C.10%TBDNorthern Strain RedbudCercis canadensis#10 Cont.15 O.C.2%TBDSwamp White OakQuercus bicolor#10 Cont.15 O.C.3%TBDBlack CherryPrunus serotina#10 Cont.10 O.C.4%TBDCottonwoodPopulus deltoides#10 Cont.15 O.C.10%TBDTotalTBD2-TABLE: ESTIMATED TREE PLANTING SCHEDULETREE PLANTING NOTES:1.REMOVE DEAD OR DAMAGED BRANCHES.RETAIN THE NATURAL FORM OF PLANT. DO NOTCUT THE LEADER2.IF ROOT FLARE IS NOT EXPOSED WITHIN THECONTAINER EXCAVATE SURFACE SOIL TO BASEOF ROOT FLARE.3.DIG PLANT HOLES 6" MIN. LARGER THAN ROOTMASS, ALL SIDES.4.SCARIFY BOTTOM AND SIDES OF HOLE PRIORTO PLANTING5.SET TREE ON LIGHTLY FIRMED BACKFILL SOILSO ROOT FLARE IS EVEN WITH FINISH GRADE.6.BACKFILL WITH PLANTING SOIL AND FIRM SOILAROUND ROOT MASS TO MAINTAIN PLUMB ANDENSURE NO AIR GAPS AROUND ROOT MASS.7.CONSTRUCT 3" WATERING BASIN. THOROUGHLYWATER WITHIN 3 HOURS OF INSTALLATION.8.PLACE SHREDDED HARDWOOD MULCH (MN/DOTSPEC 3882.2 TYPE 6 - WEED SEED FREESHREDDED HARDWOOD.) TO A RADIUS OF 24"AND TO A DEPTH OF 3" AROUND TREE (SOILPREPARED AS PER PLAN).9.NO MULCH TO BE IN CONTACT WITH BASE OFPLANT.10.CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITIONTHROUGHOUT THE GUARANTEE PERIOD.11.CONTRACTOR TO WATER AS NECESSARYTHROUGHOUT GUARANTEE PERIOD TOMAINTAIN IN A HEALTHY CONDITION. AT THEEND OF THE GUARANTEE PERIOD ALL TREESTHAT ARE DEAD OR DETERMINED UNHEALTHYOR UNSIGHTLY SHALL BE REPLACED ATCONTRACTOR'S EXPENSE.DETAIL: TREE PLANTING3-NOT TO SCALETREE PER SCHEDULE3" SHREDDEDHARDWOOD MULCH(INCIDENTAL TO TREEINSTALLATION)BACKFILL SOILEXISTING SUBGRADEFINISH GRADETYP.ROOT FLARE, TO BE AT GRADEAND NOT COVERED WITH MULCHOR SOULPRUNE AND REMOVEADVANTAGEOUS AND FIBROUSROOTS ABOVE ROOT FLARE24" MIN.FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)TREE PLANTING AREACLEARING LIMITSCLEARING LIMITS
12"12"CHECK SLOT NOTES:1.SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOIL.2.CHECK SLOTS TO BE PLACE EVERY 25' ALONG FLOW LINE.WATER FLOWANCHOR TRENCH NOTES:1.SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOIL.2.FOR SLOPES, CONSTRUCT TOP ANCHOR TRENCH 2 FT. BEYOND CREST OFSLOPE.30" MIN.12"12"INTERMITTENT CHECK SLOTTOP ANCHOR TRENCHTRM ANCHOR PATTERNWATER FLOW2 FT.2 FT.
4 FT.ANCHOR NOTES:1.PLACE ANCHORS ACCORDING TO THE ABOVE PATTERN.2.OVERLAP BETWEEN ROLLS IS 6 IN. MINIMUM.3.SPLICE BETWEEN ROLLS IS 18 IN. MINIMUM4.ALWAYS INSTALL DOUBLE ROW OF PINS SPACED 12" APART AT ALL ROLLSPLICES.5.INSTALL PINS DOWN THE CENTER OF EACH MAT STAGGERING THE OUTSIDEPINS.6.ANCHORS SHALL BE AT MINIMUM 12 IN. STEEL NAILS WITH 1-1/2 IN.WASHERS OR 12 IN. U-SHAPED WIRE STAPLES. LONGER ANCHORS MAY BEREQUIRED FOR LOOSE SOILS. ANCHORS MUST PROVIDE SUFFICIENTGROUND PENETRATION TO RESIST PULLOUT.ANCHORS (TYP)TRM INSTALLATION NOTES:1.PLACE A MINIMUM OF 4 IN. OF TOPSOIL ON SLOPE.2.PLACE APPROXIMATELY 50% OF THE SPECIFIED SEED AND RAKE SEED INTO SOIL PRIORTO PLACEMENT OF TRM.3.INSTALL AND ANCHOR TRM AS SHOWN AND AS SPECIFIED.4.PLACE ADDITIONAL TOPSOIL (PULVERIZED, DRY, LOOSE) OVER TRM ROUGHLY 1 IN. THICKOR UNTIL THE TRM IS BARELY VISIBLE.5.APPLY REMAINING 50% OF SEEDING ON TOP OF SOIL FILLED TRM AND LIGHTLY RAKE INTOSOIL USING THE FLAT SIDE OF A RAKE.6.HYDROMULCH MAY BE SUBSTITUTED FOR THE APPROACH IN STEP 5.TURF REINFORCEMENT MAT(TRM)TURF REINFORCEMENT MAT(TRM)ANCHORANCHORS (TYP)NOT TO SCALEDETAIL: TURF REINFORCEMENT MAT-1NOTE:1. SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOILEDGE TERMINATION ANCHOR TRENCHWATER FLOW12"12"ANCHORS (TYP.)TURF REINFORCEMENT MAT (TRM)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNRESTORATION DETAILS23101014.04-R-04D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-04_RESTORATION DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 1:46 PMrlg M:\Design\23101014.00\2310101400_Drawing_D 4_Erosion Control Details.dwg Plot at 0 12/21/2015 16:08:36..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012
Minnesota Interagency Water Resource Application Form February 2014 Page 1 of 15
Joint Application Form for Activities Affecting Water Resources
in Minnesota
This joint application form is the accepted means for initiating review of proposals that may affect a water resource (wetland,
tributary, lake, etc.) in the State of Minnesota under state and federal regulatory programs. Applicants for Minnesota Department
of Natural Resources (DNR) Public Waters permits MUST use the MPARS online permitting system for submitting applications to
the DNR. Applicants can use the information entered into MPARS to substitute for completing parts of this joint application form
(see the paragraph on MPARS at the end of the joint application form instructions for additional information). This form is only
applicable to the water resource aspects of proposed projects under state and federal regulatory programs; other local
applications and approvals may be required. Depending on the nature of the project and the location and type of water resources
impacted, multiple authorizations may be required as different regulatory programs have different types of jurisdiction over
different types of resources.
Regulatory Review Structure
Federal
The St. Paul District of the U.S. Army Corps of Engineers (Corps) is the federal agency that regulates discharges of dredged or fill
material into waters of the United States (wetlands, tributaries, lakes, etc.) under Section 404 of the Clean Water Act (CWA) and
regulates work in navigable waters under Section 10 of the Rivers and Harbors Act. Applications are assigned to Corps project
managers who are responsible for implementing the Corps regulatory program within a particular geographic area.
State
There are three state regulatory programs that regulate activities affecting water resources. The Wetland Conservation Act
(WCA) regulates most activities affecting wetlands. It is administered by local government units (LGUs) which can be counties,
townships, cities, watershed districts, watershed management organizations or state agencies (on state-owned land). The
Minnesota DNR Division of Ecological and Water Resources issues permits for work in specially-designated public waters via the
Public Waters Work Permit Program (DNR Public Waters Permits). The Minnesota Pollution Control Agency (MPCA) under Section
401 of the Clean Water Act certifies that discharges of dredged or fill material authorized by a federal permit or license comply
with state water quality standards. One or more of these regulatory programs may be applicable to any one project.
Required Information
Prior to submitting an application, applicants are strongly encouraged to seek input from the Corps Project Manager and LGU staff
to identify regulatory issues and required application materials for their proposed project. Project proponents can request a pre-
application consultation with the Corps and LGU to discuss their proposed project by providing the information required in
Sections 1 through 5 of this joint application form to facilitate a meaningful discussion about their project. Many LGUs provide a
venue (such as regularly scheduled technical evaluation panel meetings) for potential applicants to discuss their projects with
multiple agencies prior to submitting an application. Contact information is provided below.
The following bullets outline the information generally required for several common types of determinations/authorizations.
• For delineation approvals and/or jurisdictional determinations, submit Parts 1, 2 and 5, and Attachment A.
• For activities involving CWA/WCA exemptions, WCA no-loss determinations, and activities not requiring mitigation,
submit Parts 1 through 5, and Attachment B.
• For activities requiring compensatory mitigation/replacement plan, submit Parts 1 thru 5, and Attachments C and D.
• For local road authority activities that qualify for the state’s local road wetland replacement program, submit Parts 1
through 5, and Attachments C, D (if applicable), and E to both the Corps and the LGU.
Minnesota Interagency Water Resource Application Form February 2014 Page 2 of 15
Submission Instructions
Send the completed joint application form and all required attachments to:
U.S Army Corps of Engineers. Applications may be sent directly to the appropriate Corps Office. For a current listing of areas of
responsibilities and contact information, visit the St. Paul District’s website at:
http://www.mvp.usace.army.mil/Missions/Regulatory.aspx and select “Minnesota” from the contact Information box.
Alternatively, applications may be sent directly to the St. Paul District Headquarters and the Corps will forward them to the
appropriate field office.
Section 401 Water Quality Certification: Applicants do not need to submit the joint application form to the MPCA unless
specifically requested. The MPCA will request a copy of the completed joint application form directly from an applicant when they
determine an individual 401 water quality certification is required for a proposed project.
Wetland Conservation Act Local Government Unit: Send to the appropriate Local Government Unit. If necessary, contact your
county Soil and Water Conservation District (SWCD) office or visit the Board of Water and Soil Resources (BWSR) web site
(www.bwsr.state.mn.us) to determine the appropriate LGU.
DNR Public Waters Permitting: In 2014 the DNR will begin using the Minnesota DNR Permitting and Reporting System (MPARS) for
submission of Public Waters permit applications (https://webapps11.dnr.state.mn.us/mpars/public/authentication/login).
Applicants for Public Waters permits MUST use the MPARS online permitting system for submitting applications to the DNR. To
avoid duplication and to streamline the application process among the various resource agencies, applicants can use the
information entered into MPARS to substitute for completing parts of this joint application form. The MPARS print/save function
will provide the applicant with a copy of the Public Waters permit application which, at a minimum, will satisfy Parts one and two
of this joint application. For certain types of activities, the MPARS application may also provide all of the necessary information
required under Parts three and four of the joint application. However, it is the responsibility of the Applicant to make sure that
the joint application contains all of the required information, including identification of all aquatic resources impacted by the
project (see Part four of the joint application). After confirming that the MPARS application contains all of the required
information in Parts one and two the Applicant may attach a copy to the joint application and fill in any missing information in the
remainder of the joint application.
Minnesota Interagency Water Resource Application Form February 2014 Page 3 of 15
Project Name and/or Number:
PART ONE: Applicant Information
If applicant is an entity (company, government entity, partnership, etc.), an authorized contact person must be identified. If the
applicant is using an agent (consultant, lawyer, or other third party) and has authorized them to act on their behalf, the agent’s
contact information must also be provided.
Applicant/Landowner Name: Hennepin County Regional Railroad Authority (HCCRA), Jessica
Galatz
Mailing Address: 701 4th Avenue S, Suite 400, Minneapolis MN 55415
Phone: 612-348-2691
E-mail Address: Jessica.galatz@hennepin.us
Authorized Contact (do not complete if same as above): Sarah Johnson
Mailing Address: 325 S Lake Avenue, Suite 700, Duluth MN, 55802
Phone: 218-529-7159
E-mail Address: sjohnson@barr.com
Agent Name: Tyler Conley
Mailing Address: 4300 MarketPointe Dr, Suite 200, Minneapolis, MN 55435
Phone: 952-832-2600
E-mail Address: tconley@barr.com
PART TWO: Site Location Information
County: Carver County City/Township: Chanhassen
Parcel ID and/or Address: 25990600, 252640080, 257560510, 250360200, and 250360700
Legal Description (Section, Township, Range): Sections 25, 36, Township 116 West, Range 23 N and Section 30,
Township 116 West, Range 22 North
Lat/Long (decimal degrees): 44.821518/-93.525386
Attach a map showing the location of the site in relation to local streets, roads, highways. Refer to Figure 1.
Approximate size of site (acres) or if a linear project, length (feet): 9.3 acres
If you know that your proposal will require an individual Permit from the U.S. Army Corps of Engineers, you must provide the
names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to
your application or by using block 25 of the Application for Department of the Army permit which can be obtained at:
http://www.mvp.usace.army.mil/Portals/57/docs/regulatory/RegulatoryDocs/engform_4345_2012oct.pdf
PART THREE: General Project/Site Information
If this application is related to a delineation approval, exemption determination, jurisdictional determination, or other
correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number.
This application is related to the Chanhassen Slope Failure project number 2015-04215-MMJ. A wetland
delineation was previously conducted in August 2015. This wetland delineation report was approved on December
18, 2015 (Appendix A). A second wetland delineation was completed on September 2019, for the expanded
project area. This wetland delineation has been reviewed by the technical evaluation panel and the approval letter
is attached.
Minnesota Interagency Water Resource Application Form February 2014 Page 4 of 15
Describe the project that is being proposed, the project purpose and need, and schedule for implementation and completion. The
project description must fully describe the nature and scope of the proposed activity including a description of all project elements
that effect aquatic resources (wetland, lake, tributary, etc.) and must also include plans and cross section or profile drawings
showing the location, character, and dimensions of all proposed activities and aquatic resource impacts.
Project Description:
The scope of the project includes landslide repairs on a portion of the Minnesota Bluffs LRT Regional Trail (trail) in
Chanhassen, MN owned by the Hennepin County Regional Railroad Authority (HCRRA). Two areas will be repaired
as part of this project – the north repair area and the south repair area. Project access will be from Highview Drive
in Eden Prairie, proceeding southwest along the trail to the site, and also from Flying Cloud Drive through the
Moon Valley Aggregate operated property (final access route through Moon Valley Aggregate operated property
pending property owner authorization).
Landslide repairs in the south repair area will include stabilizing the south slope, repairing the south culvert outlet
area and constructing a new storm sewer and drainage ditch to direct water into the repaired area. Existing trail
profile grades will be reduced with the embankment slopes regraded to less steep grades and finished with turf
reinforcement mats. The existing damaged concrete headwall will be removed and existing riprap will be salvaged
for reuse. The south culvert outlet area will be repaired with riprap, boulder cross vanes, and a stilling basin.
Work in the north area will include removal of existing pipe debris, placement of riprap fill on north slope, and
abandonment of the existing pipe crossing beneath the trail. Drainage will be rerouted from north pipe area via
new buried storm sewer and lined drainage channel, which will discharge to the south culvert outlet area.Please
refer to Appendix B for the complete set of design plans and layout of the aforementioned project featrues.
Project Purpose and need
In 2014, a large rain event (presidential declared disaster 41823) caused the slopes supporting the trail to fail. The
trail has since been closed due to slope instability and public safety concerns. The purpose of the proposed project
is to stabilize the trail slopes, reopen the trail, and thereby reconnect a six-year closure of a Tier 1 Alignment of the
Regional Bicycle Transportation Network.
Aquatic Resources
Two wetland delineations were conducted within the project area. The first delineation was completed in August
2015.
The Second wetland delineation was completed in September 2019 to accommodate the proposed construction
limits in their entirety. The wetland delineations identified two wetland areas (0.49 acres) and one unnamed
stream channel within the project area (Figure 2).
The two wetland areas (Wetland 1, wetland 2) are incidental wetlands located within the ditch of the trail. Both
wetlands contained of three communities; shallow marsh, shrub-carr, and wet meadow. The shallow marsh
segment of the wetland is located on the northern end of the proposed access route. As the wetland extends
southwest, the slopes gradually increase causing the plant community to change from a shallow marsh to shrub-
carr and wet meadow. Using the Cowardin classification method the wetland areas were classified as palustrine
emergent wetlands that are partially seasonally flooded and temporarily flooded and ditched (PEMAd/PEMCd).
The unnamed stream was originally delineated as part of the 2015 wetland delineation report. The stream channel
was classified as a type 1 (RUBA) seasonally flooded sparsely vegetated stream channel.
Work conducted in Aquatic Resources
The proposed repairs will require work to be conducted within the two delineated wetlands and unnamed stream.
A constructed 10-foot wide access road is required along the existing trail to provide access for construction
materials and equipment. Portions of the trail corridor are too narrow and require placement of temporary fill in
the existing ditches (wetlands 1 and 2) to create the required 10-foot wide access route. Approximately 0.06 acres
of temporary fill will be placed within wetlands 1 and 2 (Appendix B, Pg G-05). Once construction is completed, the
fill will be removed and the ditches will be returned to as close to the pre-project existing conditions as possible.
Minnesota Interagency Water Resource Application Form February 2014 Page 5 of 15
The proposed repair work requires 0.025 acres (86 cubic yards) of riprap be placed within approximately 79 linear
feet of the existing stream channel. This portion of stream has been previously impacted due to installing riprap for
an emergency repair in 2016.
An additonal, 0.092 acres (64 cubic yards) of riprap will be placed below the ordinary high water level downstream
from the emergency repair area. The placement of this riprap will impact approximately 294 linear feet of stream
channel and help further protect the stream banks and prevent further bank erosion and sedimentation
downstream (Appendix B, pg C-13).
Schedule
Tree clearing would be completed in the spring of 2020. Construction is anticipated to begin in the summer/fall of
2020 and commence by the end of 2020.
Special considerations
Threatened and Endangered Species
A threatened and endangered species assessment was completed for the proposed project. The review identified
two federally listed species and five state listed species occurring within one-mile of the project area (Appendix
C).
Rare natural Communities
No records of rare natural communities are shown in the NHIS database within the project area.
Special Fish and Wildlife Resources
The project is expected to improve fish and wildlife habitat along the unnamed stream channel. The stream is an
intermittent stream and does not support fish populations. Stabilization of the adjacent slope and stream bank will
help improve downstream water quality by reducing the amount of sediment loading into the stream channel. The
project will not block or impede potential fish passage.
Cultural Resources
In 2015, a review of records at the Minnesota State Historic Preservation Office (MSHPO) was requested to identify
any previously recorded archaeological, historical, or architectural resources within the project area. Per the
Minnesota Archaeological Inventory and Historic Structures Inventory for the project area, no archaeological sites
were identified and one historic feature was identified within Section 25, T116N, R23W (Appendix D). This
property will not be affected by the proposed project.
In November 2019, a second record search was submitted to MSHPO for the expanded project area. No additional
cultural resources were identified.
Groundwater sensitivity
The project will not directly impact groundwater since excavations will occur up to 10 feet below the ground
surface.
Sensitive Surface Waters
The MDNR Pubilc Waters Inventory (PWI) did not identify any basins or watercourses within the Project area. No
sensitive surface waters such as impaired waterbodies or trout waters were identified within the project area.
Tree Removal
It is anticipated the proposed project will require tree removal around the north and south repair area. Large trees
will be avoided to the degree practical. Tree clearing will be conducted between November 1 and March 31 to limit
impacts to sensitive wildlife species. All trees removed with >6” dbh will be replaced in accordance with the City of
Chanhassen’s permit requirements (Appendix B, R-02).
Status of Other Approvals
Table 1 below includes the status of other approvals required by the project.
Minnesota Interagency Water Resource Application Form February 2014 Page 6 of 15
Table 1, Status of Other Regulatory Agency Submittals
Unit of Government Permit or Approval Status
City of Chanhassen Interim Use Permit To be Submitted in December,
2019
Wetland Delineation boundary and
type confirmation submitted
11/6/2019
Approved, see attached letter
City of Eden Prairie Application for Utility Right of Way
permit
To be submitted in spring 2020
Minnesota Interagency Water Resource Application Form February 2014 Page 7 of 15
Project Name and/or Number:
PART FOUR: Aquatic Resource Impact1 Summary
If your proposed project involves a direct or indirect impact to an aquatic resource (wetland, lake, tributary, etc.) identify each
impact in the table below. Include all anticipated impacts, including those expected to be temporary. Attach an overhead view map,
aerial photo, and/or drawing showing all of the aquatic resources in the project area and the location(s) of the proposed impacts.
Label each aquatic resource on the map with a reference number or letter and identify the impacts in the following table.
Aquatic Resource
ID (as noted on
overhead view)
Aquatic
Resource Type
(wetland, lake,
tributary etc.)
Type of Impact
(fill, excavate,
drain, or
remove
vegetation)
Duration of
Impact
Permanent (P)
or Temporary
(T)1
Size of Impact2
Overall Size of
Aquatic
Resource 3
Existing Plant
Community
Type(s) in
Impact Area4
County, Major
Watershed #,
and Bank
Service Area #
of Impact Area5
Stream 1 Tributary Fill
(Maintenance)
P 77ft (0.025
acres)
N/A None Carver County
Watershed #33
BSA #7
Stream 1 Tributary Fill (bank
stabilization)
P 296ft (0.092
acres)
N/A None Carver County
Watershed #33
BSA #7
1,2 Wetland Fill T (90) 0.06 acres N/A None Carver County
Watershed #33
BSA #7
1If impacts are temporary; enter the duration of the impacts in days next to the “T”. For example, a project with a temporary access fill that
would be removed after 220 days would be entered “T (220)”.
2Impacts less than 0.01 acre should be reported in square feet. Impacts 0.01 acre or greater should be reported as acres and rounded to the
nearest 0.01 acre. Tributary impacts must be reported in linear feet of impact and an area of impact by indicating first the linear feet of impact
along the flowline of the stream followed by the area impact in parentheses). For example, a project that impacts 50 feet of a stream that is 6
feet wide would be reported as 50 ft (300 square feet).
3This is generally only applicable if you are applying for a de minimis exemption under MN Rules 8420.0420 Subp. 8, otherwise enter “N/A”.
4Use Wetland Plants and Plant Community Types of Minnesota and Wisconsin 3rd Ed. as modified in MN Rules 8420.0405 Subp. 2.
5Refer to Major Watershed and Bank Service Area maps in MN Rules 8420.0522 Subp. 7.
If any of the above identified impacts have already occurred, identify which impacts they are and the circumstances associated
with each:
1 The term “impact” as used in this joint application form is a generic term used for disclosure purposes to identify
activities that may require approval from one or more regulatory agencies. For purposes of this form it is not meant to
indicate whether or not those activities may require mitigation/replacement.
Minnesota Interagency Water Resource Application Form February 2014 Page 9 of 15
Project Name and/or Number:
Attachment A
Request for Delineation Review, Wetland Type Determination, or
Jurisdictional Determination
By submission of the enclosed wetland delineation report, I am requesting that the U.S. Army Corps of Engineers, St. Paul District
(Corps) and/or the Wetland Conservation Act Local Government Unit (LGU) provide me with the following (check all that apply):
Wetland Type Confirmation
Delineation Concurrence. Concurrence with a delineation is a written notification from the Corps and a decision from the LGU
concurring, not concurring, or commenting on the boundaries of the aquatic resources delineated on the property. Delineation
concurrences are generally valid for five years unless site conditions change. Under this request alone, the Corps will not address
the jurisdictional status of the aquatic resources on the property, only the boundaries of the resources within the review area
(including wetlands, tributaries, lakes, etc.).
Preliminary Jurisdictional Determination. A preliminary jurisdictional determination (PJD) is a non-binding written indication
from the Corps that waters, including wetlands, identified on a parcel may be waters of the United States. For purposes of
computation of impacts and compensatory mitigation requirements, a permit decision made on the basis of a PJD will treat all
waters and wetlands in the review area as if they are jurisdictional waters of the U.S. PJDs are advisory in nature and may not be
appealed.
Approved Jurisdictional Determination. An approved jurisdictional determination (AJD) is an official Corps determination that
jurisdictional waters of the United States are either present or absent on the property. AJDs can generally be relied upon by the
affected party for five years. An AJD may be appealed through the Corps administrative appeal process.
In order for the Corps and LGU to process your request, the wetland delineation must be prepared in accordance with the 1987
Corps of Engineers Wetland Delineation Manual, any approved Regional Supplements to the 1987 Manual, and the Guidelines for
Submitting Wetland Delineations in Minnesota (2013).
http://www.mvp.usace.army.mil/Missions/Regulatory/DelineationJDGuidance.aspx
Minnesota Interagency Water Resource Application Form February 2014 Page 10 of 15
Project Name and/or Number:
Attachment B
Supporting Information for Applications Involving Exemptions, No Loss
Determinations, and Activities Not Requiring Mitigation
Complete this part if you maintain that the identified aquatic resource impacts in Part Four do not require wetland
replacement/compensatory mitigation OR if you are seeking verification that the proposed water resource impacts are either
exempt from replacement or are not under CWA/WCA jurisdiction.
Identify the specific exemption or no-loss provision for which you believe your project or site qualifies:
WCA: 8420.0105 Subp. 2. D.
USACE: Nationwide Permit 13: Bank stabilization and Nationwide Permit 3: Maintenance
Provide a detailed explanation of how your project or site qualifies for the above. Be specific and provide and refer to attachments
and exhibits that support your contention. Applicants should refer to rules (e.g. WCA rules), guidance documents (e.g. BWSR
guidance, Corps guidance letters/public notices), and permit conditions (e.g. Corps General Permit conditions) to determine the
necessary information to support the application. Applicants are strongly encouraged to contact the WCA LGU and Corps Project
Manager prior to submitting an application if they are unsure of what type of information to provide:
WCA
Under 8420.0105 Subp. 2. D WCA does not regulate impacts to incidental wetlands. The two delineated wetlands that
would be temporarily impacted by the proposed project are manmade ditched wetlands. These ditches are meant to
convey water away from the trail. However, due to the lack of slope, water has ponded in the trail area creating a narrow
wetland within an upland area. The project will place approximately 0.06 acres of fill within the incidental wetland area.
This fill will be temporary and removed upon completion of the project. The ditches will then be restored to as close to the
pre-project existing conditions as possible.
USACE:
It is anticipated that work within Waters of the U.S. can be completed under Nationwide Permit 3 and/or Nationwide
Permit 13.
Maintenance Activities:
The proposed project would need to repair 0.025 acres (86 cubic yards) of riprap within approximately 79 linear feet of the
existing stream channel. Some riprap was originally placed in this segment of the stream channel as part of a previous
emergency repair needed to stabilize the south culvert outlet. Since then the riprap has been displaced during subsequent
flood and runoff events. The proposed project would salvage existing riprap and also install additional riprap to further
protect the area from future erosion.
Bank Stabilization Activities:
Bank stabilization activities necessary for erosion control or prevention, such as vegetative stabilization, bioengineering,
spills, riprap, revetment, gabion baskets, stream barbs, and bulkheads, or combination of bank stabilization techniques.
In order to stabilize the bank of the unnamed stream, 0.092 acres (64 cubic yards) of riprap will be placed below the
ordinary high water level. The placement of riprap will impact approximately 294 linear feet of stream channel.
Minnesota Interagency Water Resource Application Form February 2014 Page 11 of 15
Project Name and/or Number:
Attachment C
Avoidance and Minimization
Project Purpose, Need, and Requirements. Clearly state the purpose of your project and need for your project. Also include a
description of any specific requirements of the project as they relate to project location, project footprint, water management,
and any other applicable requirements. Attach an overhead plan sheet showing all relevant features of the project (buildings,
roads, etc.), aquatic resource features (impact areas noted) and construction details (grading plans, storm water management
plans, etc.), referencing these as necessary:
Avoidance. Both the CWA and the WCA require that impacts to aquatic resources be avoided if practicable alternatives exist.
Clearly describe all on-site measures considered to avoid impacts to aquatic resources and discuss at least two project alternatives
that avoid all impacts to aquatic resources on the site. These alternatives may include alternative site plans, alternate sites, and/or
not doing the project. Alternatives should be feasible and prudent (see MN Rules 8420.0520 Subp. 2 C). Applicants are encouraged
to attach drawings and plans to support their analysis:
Minimization. Both the CWA and the WCA require that all unavoidable impacts to aquatic resources be minimized to the greatest
extent practicable. Discuss all features of the proposed project that have been modified to minimize the impacts to water
resources (see MN Rules 8420.0520 Subp. 4):
Off-Site Alternatives. An off-site alternatives analysis is not required for all permit applications. If you know that your proposal
will require an individual permit (standard permit or letter of permission) from the U.S. Army Corps of Engineers, you may be
required to provide an off-site alternatives analysis. The alternatives analysis is not required for a complete application but must
be provided during the review process in order for the Corps to complete the evaluation of your application and reach a final
decision. Applicants with questions about when an off-site alternatives analysis is required should contact their Corps Project
Manager.
Minnesota Interagency Water Resource Application Form February 2014 Page 12 of 15
Project Name and/or Number:
Attachment D
Replacement/Compensatory Mitigation
Complete this part if your application involves wetland replacement/compensatory mitigation not associated with the local road
wetland replacement program. Applicants should consult Corps mitigation guidelines and WCA rules for requirements.
Replacement/Compensatory Mitigation via Wetland Banking. Complete this section if you are proposing to use credits from an
existing wetland bank (with an account number in the State wetland banking system) for all or part of your
replacement/compensatory mitigation requirements.
Wetland Bank
Account # County Major
Watershed #
Bank
Service
Area #
Credit Type
(if applicable) Number of Credits
Applicants should attach documentation indicating that they have contacted the wetland bank account owner and reached at
least a tentative agreement to utilize the identified credits for the project. This documentation could be a signed purchase
agreement, signed application for withdrawal of credits or some other correspondence indicating an agreement between the
applicant and the bank owner. However, applicants are advised not to enter into a binding agreement to purchase credits until the
mitigation plan is approved by the Corps and LGU.
Project-Specific Replacement/Permittee Responsible Mitigation. Complete this section if you are proposing to pursue actions
(restoration, creation, preservation, etc.) to generate wetland replacement/compensatory mitigation credits for this proposed
project.
WCA Action Eligible
for Credit1
Corps Mitigation
Compensation
Technique2
Acres Credit %
Requested
Credits
Anticipated3 County Major
Watershed #
Bank
Service
Area #
1Refer to the name and subpart number in MN Rule 8420.0526.
2Refer to the technique listed in St. Paul District Policy for Wetland Compensatory Mitigation in Minnesota.
3If WCA and Corps crediting differs, then enter both numbers and distinguish which is Corps and which is WCA.
Explain how each proposed action or technique will be completed (e.g. wetland hydrology will be restored by breaking the tile……)
and how the proposal meets the crediting criteria associated with it. Applicants should refer to the Corps mitigation policy
language, WCA rule language, and all associated Corps and WCA guidance related to the action or technique:
Attach a site location map, soils map, recent aerial photograph, and any other maps to show the location and other relevant
features of each wetland replacement/mitigation site. Discuss in detail existing vegetation, existing landscape features, land use
(on and surrounding the site), existing soils, drainage systems (if present), and water sources and movement. Include a
topographic map showing key features related to hydrology and water flow (inlets, outlets, ditches, pumps, etc.):
Minnesota Interagency Water Resource Application Form February 2014 Page 13 of 15
Project Name and/or Number:
Attach a map of the existing aquatic resources, associated delineation report, and any documentation of regulatory review or
approval. Discuss as necessary:
For actions involving construction activities, attach construction plans and specifications with all relevant details. Discuss and
provide documentation of a hydrologic and hydraulic analysis of the site to define existing conditions, predict project outcomes,
identify specific project performance standards and avoid adverse offsite impacts. Plans and specifications should be prepared by
a licensed engineer following standard engineering practices. Discuss anticipated construction sequence and timing:
For projects involving vegetation restoration, provide a vegetation establishment plan that includes information on site
preparation, seed mixes and plant materials, seeding/planting plan (attach seeding/planting zone map), planting/seeding
methods, vegetation maintenance, and an anticipated schedule of activities:
For projects involving construction or vegetation restoration, identify and discuss goals and specific outcomes that can be
determined for credit allocation. Provide a proposed credit allocation table tied to outcomes:
Provide a five-year monitoring plan to address project outcomes and credit allocation:
Discuss and provide evidence of ownership or rights to conduct wetland replacement/mitigation on each site:
Quantify all proposed wetland credits and compare to wetland impacts to identify a proposed wetland replacement ratio. Discuss
how this replacement ratio is consistent with Corps and WCA requirements:
By signature below, the applicant attests to the following (only required if application involves project-specific/permittee
responsible replacement):
• All proposed replacement wetlands were not:
• Previously restored or created under a prior approved replacement plan or permit
• Drained or filled under an exemption during the previous 10 years
• Restored with financial assistance from public conservation programs
• Restored using private funds, other than landowner funds, unless the funds are paid back with interest to the individual
or organization that funded the restoration and the individual or organization notifies the local government unit in
writing that the restored wetland may be considered for replacement.
• The wetland will be replaced before or concurrent with the actual draining or filling of a wetland.
• An irrevocable bank letter of credit, performance bond, or other acceptable security will be provided to guarantee successful
completion of the wetland replacement.
• Within 30 days of either receiving approval of this application or beginning work on the project, I will record the Declaration of
Restrictions and Covenants on the deed for the property on which the replacement wetland(s) will be located and submit proof
of such recording to the LGU and the Corps.
Applicant or Representative: Title:
Signature: Date:
Minnesota Interagency Water Resource Application Form February 2014 Page 14 of 15
Project Name and/or Number:
Attachment E
Local Road Replacement Program Qualification
Complete this part if you are a local road authority (county highway department, city transportation department, etc.) seeking
verification that your project (or a portion of your project) qualifies for the MN Local Government Road Wetland Replacement
Program (LGRWRP). If portions of your project are not eligible for the LGRWRP, then Attachment D should be completed and
attached to your application.
Discuss how your project is a repair, rehabilitation, reconstruction, or replacement of a currently serviceable road to meet
state/federal design or safety standards/requirements. Applicants should identify the specific road deficiencies and how the
project will rectify them. Attach supporting documents and information as applicable:
Provide a map, plan, and/or aerial photograph accurately depicting wetland boundaries within the project area. Attach associated
delineation/determination report or otherwise explain the method(s) used to identify and delineate wetlands. Also attach and
discuss any type of review or approval of wetland boundaries or other aspects of the project by a member or members of the local
Technical Evaluation Panel (TEP) or Corps of Engineers:
In the table below, identify only the wetland impacts from Part 4 that the road authority has determined should qualify for the
LGRWRP.
Wetland Impact ID
(as noted on
overhead view)
Type of Impact
(fill, excavate,
drain)
Size of Impact
(square feet or
acres to 0.01)
Existing Plant Community
Type(s) in Impact Area1
County, Major Watershed #,
and Bank Service Area # of
Impact2
1Use Wetland Plants and Plant Community Types of Minnesota and Wisconsin 3rd Ed. as modified in MN Rules 8420.0405 Subp. 2.
2Refer to Major Watershed and Bank Service Area maps in MN Rules 8420.0522 Subp. 7.
Discuss the feasibility of providing onsite compensatory mitigation/replacement for important site-specific wetland functions:
Please note that under the MN Wetland Conservation Act, projects with less than 10,000 square feet of wetland impact are
allowed to commence prior to submission of this notification so long as the notification is submitted within 30 days of the impact.
The Clean Water Act has no such provision and requires that permits be obtained prior to any regulated discharges into water of
the United States. To avoid potential unauthorized activities, road authorities must, at a minimum, provide a complete application
to the Corps and receive a permit prior to commencing work.
By signature below, the road authority attests that they have followed the process in MN Rules 8420.0544 and have determined
that the wetland impacts identified in Part 4 are eligible for the MN Local Government Road Wetland Replacement Program.
Road Authority Representative: Title:
Signature: Date:
Minnesota Interagency Water Resource Application Form February 2014 Page 15 of 15
Technical Evaluation Panel Concurrence: Project Name and/or Number:
TEP member: Representing:
Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No
Signature: _________________________________________ Date:
TEP member: Representing:
Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No
Signature: _________________________________________ Date:
TEP member: Representing:
Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No
Signature: _________________________________________ Date:
TEP member: Representing:
Concur with road authority’s determination of qualification for the local road wetland replacement program? Yes No
Signature: _________________________________________ Date:
Upon approval and signature by the TEP, application must be sent to: Wetland Bank Administration
Minnesota Board of Water & Soil Resources
520 Lafayette Road North
Saint Paul, MN 55155
Figures
MN River Bluffs LRTCrest
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TWP 116W
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SEC 36
TWP 116W
RNG 22N
SEC 30
TWP 116WRNG 22N
SEC 31
SITE LOCATION
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 1
Barr Footer: ArcGIS 10.7.1, 2019-09-30 13:27 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig01 Site Location.mxd User: MRQ0 700
Feet
!;NMinnesota Bluff Rivers
LRT Regional Trail
Construction Limits
County Boundary
Public Land Survey Section Imagery Source; NearMap, April 2019
!>!>
Highvie
w
Dr Lakeland TerPioneer Tr
Trails End Rd456714
45671
Wetland 1
Wetland 2
SP 1-2SP 1-1
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 2
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQ!>Wetland Sample Location
Construction Limits
Approximate Stream Channel
Delineated Wetlands
Wetland Classifications
Type 3
Type 6
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
!>!>TrailsEndRdWetland 1
Wetland 2
SP 2-2
SP 2-1
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 2
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQ!>Wetland Sample Location
Construction Limits
Approximate Stream Channel
Delineated Wetlands
Wetland Classifications
Type 6
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
TrailsEndRdWetland 1
Wetland 2
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 2
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQConstruction Limits
2015 Delineated Wetlands
Approximate Stream Channel
Delineated Wetlands
Wetland Classifications
Type 1
Type 6
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
Wetland 1
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 2
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQConstruction Limits
2015 Delineated Wetlands
Approximate Stream Channel
Culvert Pipe
Delineated Wetlands
Wetland Classifications
Type 1
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 2
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQConstruction Limits
2015 Delineated Wetlands
Approximate Stream Channel
Culvert Pipe
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
APPENDIX A
MN Wetland Conservation Act Notice of Decision
Minnesota Interagency Water Resource Application Form February 2014 Page 3 of 11
Project Name and/or Number: HCRRA Minnesota River Bluffs LRT Regional Trail Slope Stabilization
PART ONE: Applicant Information
If applicant is an entity (company, government entity, partnership, etc.), an authorized contact person must be identified. If the
applicant is using an agent (consultant, lawyer, or other third party) and has authorized them to act on their behalf, the agent’s
contact information must also be provided.
Applicant/Landowner Name: Jessica Galatz, Hennepin County Regional Railroad Authority
Mailing Address: 701 Fourth Avenue South, Suite 400
Phone: 612‐348‐2691
E‐mail Address: jessica.galatz@hennepin.us
Authorized Contact (do not complete if same as above):
Mailing Address:
Phone:
E‐mail Address:
Agent Name: Joel Swenson, Barr Engineering
Mailing Address: 4700 West 77th St, Minneapolis, MN 55435
Phone: 952‐832‐2799
E‐mail Address: jswenson@barr.com
PART TWO: Site Location Information
County: Carver City/Township:Chanhassen
Parcel ID and/or Address:
Legal Description (Section, Township, Range): S36, T116N, R23W
Lat/Long (decimal degrees): ‐93.527 44.819
Attach a map showing the location of the site in relation to local streets, roads, highways.
Approximate size of site (acres) or if a linear project, length (feet):8.13 acres
If you know that your proposal will require an individual Permit from the U.S. Army Corps of Engineers, you must provide the
names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to
your application or by using block 25 of the Application for Department of the Army permit which can be obtained at:
http://www.mvp.usace.army.mil/Portals/57/docs/regulatory/RegulatoryDocs/engform_4345_2012oct.pdf
PART THREE: General Project/Site Information
If this application is related to a delineation approval, exemption determination, jurisdictional determination, or other
correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number.
Describe the project that is being proposed, the project purpose and need, and schedule for implementation and completion. The
project description must fully describe the nature and scope of the proposed activity including a description of all project elements
that effect aquatic resources (wetland, lake, tributary, etc.) and must also include plans and cross section or profile drawings
showing the location, character, and dimensions of all proposed activities and aquatic resource impacts.
Minnesota Interagency Water Resource Application Form February 2014 Page 5 of 11
Project Name and/or Number: HCRRA Minnesota River Bluffs LRT Regional Trail Slope Stabilization
Attachment A
Request for Delineation Review, Wetland Type Determination, or
Jurisdictional Determination
By submission of the enclosed wetland delineation report, I am requesting that the U.S. Army Corps of Engineers, St. Paul District
(Corps) and/or the Wetland Conservation Act Local Government Unit (LGU) provide me with the following (check all that apply):
Wetland Type Confirmation
Delineation Concurrence. Concurrence with a delineation is a written notification from the Corps and a decision from the LGU
concurring, not concurring, or commenting on the boundaries of the aquatic resources delineated on the property. Delineation
concurrences are generally valid for five years unless site conditions change. Under this request alone, the Corps will not address
the jurisdictional status of the aquatic resources on the property, only the boundaries of the resources within the review area
(including wetlands, tributaries, lakes, etc.).
Preliminary Jurisdictional Determination. A preliminary jurisdictional determination (PJD) is a non‐binding written indication
from the Corps that waters, including wetlands, identified on a parcel may be waters of the United States. For purposes of
computation of impacts and compensatory mitigation requirements, a permit decision made on the basis of a PJD will treat all
waters and wetlands in the review area as if they are jurisdictional waters of the U.S. PJDs are advisory in nature and may not be
appealed.
Approved Jurisdictional Determination. An approved jurisdictional determination (AJD) is an official Corps determination that
jurisdictional waters of the United States are either present or absent on the property. AJDs can generally be relied upon by the
affected party for five years. An AJD may be appealed through the Corps administrative appeal process.
In order for the Corps and LGU to process your request, the wetland delineation must be prepared in accordance with the 1987
Corps of Engineers Wetland Delineation Manual, any approved Regional Supplements to the 1987 Manual, and the Guidelines for
Submitting Wetland Delineations in Minnesota (2013).
http://www.mvp.usace.army.mil/Missions/Regulatory/DelineationJDGuidance.aspx
BWSR NOD Form – November 5, 2019 1
Minnesota Wetland Conservation Act
Notice of Decision
Local Government Unit: City of Chanhassen County: Carver
Applicant Name: Jessica Galatz, Hennepin County Regional Rail Authority
Applicant Representative: Sarah Johnson, Barr Engineering
Project Name: HCRRA Minnesota River Bluffs LRT Regional Trail Slope Stabilization Delineation Update
LGU Project No. (if any):
Date Complete Application Received by LGU: 10/30/2019
Date of LGU Decision: 12/5/2019
Date this Notice was Sent: 12/9/2019
WCA Decision Type - check all that apply
☒Wetland Boundary/Type ☐Sequencing ☐Replacement Plan ☐Bank Plan (not credit purchase)
☐No-Loss (8420.0415) ☐Exemption (8420.0420)
Part: ☐ A ☐ B ☐ C ☐ D ☐ E ☐ F ☐ G ☐ H Subpart: ☐ 2 ☐ 3 ☐ 4 ☐ 5 ☐ 6 ☐ 7 ☐ 8 ☐ 9
Replacement Plan Impacts (replacement plan decisions only)
Total WCA Wetland Impact Area:
Wetland Replacement Type: ☐ Project Specific Credits:
☐ Bank Credits:
Bank Account Number(s):
Technical Evaluation Panel Findings and Recommendations (attach if any)
☐ Approve ☐ Approve w/Conditions ☐ Deny ☒ No TEP Recommendation
LGU Decision
☐ Approved with Conditions (specify below)1 ☒ Approved1 ☐ Denied
List Conditions:
Decision-Maker for this Application: ☒ Staff ☐ Governing Board/Council ☐ Other:
Decision is valid for: ☒ 5 years (default) ☐ Other (specify):
1 Wetland Replacement Plan approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project-
specific replacement a financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on
the title of the property on which the replacement wetland is located must be provided to the LGU for the approval to be vali d.
LGU Findings – Attach document(s) and/or insert narrative providing the basis for the LGU decision1.
☒ Attachment(s) (specify): Wetland Delineation Figure
☒ Summary: The LGU reviewed the site in the field on October 29, 2019. No comments were received from
the TEP and the LGU concurred with the boundary and type observed in the field.
1 Findings must consider any TEP recommendations.
Attached Project Documents
BWSR NOD Form – November 5, 2019 2
☒ Site Location Map ☐ Project Plan(s)/Descriptions/Reports (specify):
Appeals of LGU Decisions
If you wish to appeal this decision, you must provide a written request within 30 calendar days of the date you
received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director
along with a check payable to BWSR for $500 unless the LGU has adopted a local appeal process as identified
below. The check must be sent by mail and the written request to appeal can be submitted by mail or e-mail.
The appeal should include a copy of this notice, name and contact information of appellant(s) and their
representatives (if applicable), a statement clarifying the intent to appeal and supporting information as to why
the decision is in error. Send to:
Appeals & Regulatory Compliance Coordinator
Minnesota Board of Water & Soils Resources
520 Lafayette Road North
St. Paul, MN 55155
travis.germundson@state.mn.us
Does the LGU have a local appeal process applicable to this decision?
☒ Yes1 ☐ No
1If yes, all appeals must first be considered via the local appeals process.
Local Appeals Submittal Requirements (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable)
Send petition and $50.00 to 7700 Market Boulevard, PO Box 147, Chanhassen, MN 55317
Notice Distribution (include name)
Required on all notices:
☒ SWCD TEP Member: Aaron Finke ☒ BWSR TEP Member: Ben Carlson
☒ LGU TEP Member (if different than LGU contact): Todd Gerhardt, City of Chanhassen, Andi Moffatt, WSB
☒ DNR Representative: Leslie Parris, Jennie Skancke
☒ Watershed District or Watershed Mgmt. Org.: Linda Loomis, Lower MN River Watershed District
☒ Applicant (notice only): Jessica Galatz, Hennepin County Regional Rail Authority ☒ Agent/Consultant
(notice only): Sarah Johnson, Barr Engineering; Tyler Conley, Barr Engineering
Optional or As Applicable:
☒ Corps of Engineers: Mariah Weitzenkamp
☐ BWSR Wetland Mitigation Coordinator (required for bank plan applications only):
☒ Members of the Public (notice only): Leslie Stovring, Eden Prairie LGU; Erik Henricksen, City of Chanhassen;
Terry Jeffery, RPBCWD ☐ Other:
MN River Bluffs LRTCres
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HennepinHennepinCountyCountyCarverCarverCountyCounty
TWP 116W
RNG 23N
SEC 23
TWP 116W
RNG 23N
SEC 23
TWP 116W
RNG 22N
SEC 22
TWP 116W
RNG 22N
SEC 22
SITE LOCATION
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 1
Barr Footer: ArcGIS 10.7.1, 2019-09-30 13:27 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig01 Site Location.mxd User: MRQ0 700
Feet
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LRT Regional Trail
Construction Limits
County Boundary
Public Land Survey Section Imagery Source; NearMap, April 2019
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Highvie
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Trails End Rd456714
45671
Wetland 2
Wetland 1
SP 1-2SP 1-1
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 6
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQ!>Wetland Sample Location
Construction Limits
Approximate Stream Channel
Delineated Wetlands
Wetland Classifications
Type 3
Type 6
Imagery Source; NearMap, April 2019
0 100
Feet
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!>!>TrailsEndRdWetland 2
Wetland 1
SP 2-2
SP 2-1
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 6
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQ!>Wetland Sample Location
Construction Limits
Approximate Stream Channel
Delineated Wetlands
Wetland Classifications
Type 6
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
!>!>!>!>TrailsEndRdWetland 2
Wetland 1
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 6
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQConstruction Limits
2015 Delineated Wetlands
Approximate Stream Channel
Delineated Wetlands
Wetland Classifications
Type 1
Type 6
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
!>!>!>!>
Wetland 2
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 6
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQConstruction Limits
2015 Delineated Wetlands
Approximate Stream Channel
Culvert Pipe
Delineated Wetlands
Wetland Classifications
Type 1
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
!>!>!>!>
WETLAND DELINEATION MAP
Minnesota River Bluffs LRTRegional Trail Slope Stabilization
Chanhassen, Minnesota
FIGURE 6
Barr Footer: ArcGIS 10.7.1, 2019-10-02 10:37 File: I:\Projects\23\10\1014\Maps\Wetland_Delineation_Report_Oct2019\Fig06 Wetland Delineation Map.mxd User: MRQConstruction Limits
2015 Delineated Wetlands
Approximate Stream Channel
Culvert Pipe
Imagery Source; NearMap, April 2019
0 100
Feet
!;N
APPENDIX B
Plan Set
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:18 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTITLE SHEET, PROJECT LOCATION, ANDSHEET INDEX23101014.04-G-01 D..90% DESIGNNOT FOR CONSTRUCTION.CONSTRUCTION LIMITSPROJECT LOCATIONCARVER COUNTYCHANHASSEN, MN.NORTH REPAIR AREASOUTH REPAIR AREANORTH AREA ACCESS FROMHIGHVIEW DRIVEANTICIPATED RIGHT OF ENTRYFROM FLYING CLOUD DRIVE TOBOTTOM OF SLOPE OF SOUTHREPAIR AREAGENERAL NOTES:1. TOPOGRAPHIC SURVEY INFORMATION SHOWN IN THIS PLAN SET IS A COMBINATION OFDATA FROM: SURVEY CONDUCTED BY BARR ENGINEERING CO. IN JANUARY 2015,SURVEY CONDUCTED BY STONEBROOKE IN JANUARY 2019 AND MnDNR 2011 LiDARTOPOGRAPHY.2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY,MINNESOTA, 2015.3. HORIZONTAL DATUM AND COORDINATE SYSTEM: CARVER COUNTY COORDINATES,NAD83 HARN, US SURVEY FEET.4. VERTICAL DATUM: NGVD29.MOON VALLEYAGGREGATERICE LAKEGOPHER STATE ONE CALL:CALL BEFORE YOU DIG.1-800-252-1166FLYING
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. . . . TITLE SHEET, PROJECT LOCATION, AND SHEET INDEXG-01G-02. . . . EXISTING CONDITIONS - PLANC-06. . . . TRAIL MODIFICATIONS - PLAN AND PROFILEC-02C-01. . . . STORM WATER POLLUTION PREVENTION PLAN (SWPPP)C-03C-07C-08C-13C-05C-04G-03. . . . REMOVALS AND TEMPORARY EROSION CONTROL PLANENGINEER CONTACT:Matt PetersonBarr Engineering Co.4300 MarketPointe Dr.Minneapolis, MN 55435952-832-2949mpeterson@barr.comOWNER'S REPRESENTATIVECONTACT:Jessica GalatzHennepin County Regional Railroad Authority701 Fourth Ave. S., Suite 400Minneapolis, MN 55415612-348-2691Jessica.Galatz@hennepin.usCONTACTS:. . . . SEEDING PLANR-01C-14C-09C-10C-11C-12. . . . RESTORATION DETAILSR-03G-04. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - OVERALL PLAN AND NOTESG-05G-06. . . . TRAIL CLOSURE SIGNAGE EAST OF LAKE RILEY. . . . STATEMENT OF ESTIMATED QUANTITIES. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - PLANS. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - PLAN AND DETAILS. . . . TEMPORARY EROSION CONTROL DETAILS. . . . TRAIL MODIFICATIONS - CROSS SECTIONS. . . . TRAIL MODIFICATIONS - CROSS SECTIONS. . . . TRAIL MODIFICATIONS - TYPICAL SECTIONS. . . . EXISTING CONDITIONS - PHOTOS . . . . SOUTH AREA SLOPE REPAIR - PLAN. . . . SOUTH AREA SLOPE REPAIR - SECTIONS. . . . STORM SEWER AND DRAINAGE CHANNEL - PLAN AND PROFILE. . . . STREAMBANK REPAIR - DETAIL. . . . NORTH AREA SLOPE REPAIR - PLAN. . . . NORTH AREA SLOPE REPAIR - PROFILE, SECTION, AND DETAILC-15C-16C-17C-18C-19. . . . SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR - PLAN. . . . SOUTH AREA CULVERT OUTLET REPAIR - PROFILE AND SECTIONSG-07. . . . LEGEND, NOTES, ABBREVIATIONS, AND ALIGNMENT CONTROL DATA. . . . STORM WATER POLLUTION PREVENTION PLAN (SWPPP)C-20. . . . SOUTH AREA CULVERT OUTLET REPAIR - SECTIONS AND DETAILSC-21. . . . STORM SEWER AND DRAINAGE CHANNEL - SECTIONS AND DETAILS. . . . STORM SEWER AND DRAINAGE CHANNEL - SECTIONS AND DETAILSR-02 . . . . EROSION CONTROL BLANKET AND MULCH PLANR-04. . . . TREE PLANTING PLAN. . . . PROJECT LAYOUT PLANG-08RI
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CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 9:48 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNLEGEND, NOTES, ABBREVIATIONS, AND ALIGNMENT CONTROL DATA23101014.04-G-02 D..90% DESIGNNOT FOR CONSTRUCTION.ABBREVIATIONSLEGENDCB CATCH BASINC.I.P. CAST-IN-PLACECLSM CONTROLLED LOW STRENGTH MATERIALSCMP CORRUGATED METAL PIPECONC. CONCRETEEL. ELEVATIONFES FLARED END SECTIONI.E. INVERT ELEVATIONMH MANHOLEMnDOT MINNESOTA DEPARTMENT OF TRANSPORTATIONNWL NORMAL WATER LEVELRCP REINFORCED CONCRETE PIPETRM TURF REINFORCEMENT MATCMPA CORRUGATED METAL PIPE ARCH1DETAIL: GRAPHICS STANDARDSDETAIL VIEW CALL OUTSCALE: 1=1SECTION VIEW CALL OUTSECTION VIEW TITLESECTION: GRAPHICS STANDARDS10SCALE: 1=1111101010GENERAL NOTES:1. CONTRACTOR SHALL LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TOWORK.2. ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL NOT BEDISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE SURVEYSWITH THE ENGINEER TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.3. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TOCOMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSIONCONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTIONPREVENTION PLAN (SWPPP).4. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TOBE COORDINATED WITH THE OWNER AND STAKED IN THE FIELD.5. CLEARING AND GRUBBING TO BE PERFORMED ONLY WITHIN GRADING LIMITS ANDACCESS ROUTES UNLESS OTHERWISE DIRECTED BY ENGINEER.6. TREES TO BE CLEARED WILL BE MARKED IN THE FIELD BY ENGINEER. ALL TREES >= 6" INDIAMETER NOT MARKED FOR REMOVAL SHALL BE PROTECTED.7. TREES IDENTIFIED BY ENGINEER FOR ADDITIONAL PROTECTION SHALL BE PROTECTEDAGAINST ROOT COMPACTION, DAMAGE AND DISFIGUREMENT IN ACCORDANCE WITHMnDOT SPEC. 2572. PROTECTION OF TREES NOT IDENTIFIED TO BE REMOVED SHALL BEINCIDENTAL.8. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC ANDTERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE.EXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOUREXISTING PARCEL LINEEXISTING STORM SEWEREXISTING FIBER OPTICEXISTING FENCE LINEEXISTING CONSERVATION EASEMENTEXISTING STREAM THALWEGEXISTING STREAM EXTENTSEXISTING WETLANDCONSTRUCTION LIMITSPROPOSED INDEX CONTOURPROPOSED INTERMEDIATE CONTOURPROPOSED STORM SEWERPROPOSED FENCECLEARING LIMITSSILT FENCEPROPOSED RIPRAPSTAGING AREA2015 SOIL BORINGEXISTING PIEZOMETER2018 SOIL BORING2019 SOIL BORING790788790788SSFOXWTSSPZ-1ST-1SB-1XTRAIL MODIFICATIONS CONTROL DATA - ALIGNMENT "T"TYPE/NO.L5L4L1L3C3C1C2START STATION8+93.46T6+98.92T0+00.00T4+18.32T8+09.77T2+74.65T6+07.62TSTART NORTHING165566.13165420.38164901.47165199.66165502.13165091.93165350.34START EASTING562121.28561992.54561526.73561600.03561819.44562067.41561724.57561934.04BEARINGN40°05'17"EN41°22'14"EN39°52'12"ERADIUS1000.00'1000.00'1000.00'END STATION12+01.99T8+09.77T1+00.00T2+74.65T6+07.62T8+93.46T4+18.32T6+98.92TEND NORTHING165810.29165502.13164969.49165091.93165350.34165566.13165199.66165420.38END EASTING562309.92562067.41561600.03561724.57561934.04562121.28561819.44561992.54189.30'LENGTH308.54'110.85'174.65'100.00'83.69'143.67'91.29'L21+00.00T164969.49PC STATIONPT STATION2+74.65T 4+18.32T6+98.92T6+07.62T8+93.46T8+09.77T0+57.27N166109.49562427.4203 S60°01'50"E 142.73'2+00.00N166038.19562551.07NORTH AREA SLOPE REPAIR CONTROL DATA - ALIGNMENT "N"TYPE/NO.L1START STATION START NORTHING START EASTING BEARINGRADIUSEND STATION END NORTHING END EASTINGLENGTHL2PC STATIONPT STATION0+00.00N166115.02562370.4194 S84°27'31"E 57.27'0+57.27N166109.49562427.42N33°54'46"EDRAINAGE CHANNEL AND STORM SEWER CONTROL DATA - ALIGNMENT "S"TYPE/NO.L5L4L1L2C2START STATION0+00.00SSTART NORTHING START EASTING BEARINGRADIUSEND STATION END NORTHING END EASTINGLENGTHC1PC STATIONPT STATION100.00'147.98'165393.40165553.35165270.60165708.50165975.17165582.74165424.43165582.74165393.40165975.17166040.09165708.501+82.14S3+47.52S1+47.98S8+07.79S8+89.87S4+97.93S3+15.21SN24°07'35"EN24°01'02"EN30°36'49"EN37°43'56"EN33°15'49"EN14°20'23"E34.16'32.32'309.87'82.08'150.40'133.06'165424.43165553.351+47.98S562110.90562193.47L3100.00'1+82.14S1+47.98S562193.47562207.36562207.36562240.32562240.32562253.411+82.14S3+15.21S3+47.52S3+15.21S 3+47.52S562253.41562335.914+97.93S562335.91562493.71562493.71562543.938+07.79S35.00'65.00'255.00'50.86'36.19'81.44'S76°09'17"WS17°27'51"WS11°04'29"E165127.63165161.71165241.29165116.50165127.63165161.702+37.43C1+86.58C1+50.39C0+68.95CS20°50'33"E68.95'165305.73165241.29SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR CONTROL DATA - ALIGNMENT "C"TYPE/NO.L1START STATION START NORTHING START EASTING BEARINGRADIUSEND STATION END NORTHING END EASTINGLENGTHC1PC STATIONPT STATION0+00.00CC2C30+68.95C562073.10562097.631+50.39C1+86.58C562097.63562113.21562102.49562113.21562057.34562102.490+68.95C1+50.39C1+86.58C2+37.43C1+86.58C1+50.39CST-7SYMBOLSALIGNMENT CONTROL DATACLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 9:49 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN11/27/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTATEMENT OF ESTIMATED QUANTITIES23101014.04-G-03 D..90% DESIGNNOT FOR CONSTRUCTION.STATEMENT OF ESTIMATED QUANTITIESITEM NO.ITEM DESCRIPTIONUNITTOTALESTIMATEDQUANTITY2021.501 MOBILIZATIONLUMP SUM 12051.501 MAINTENANCE & RESTORATION OF HAUL ROADS LUMP SUM 12101.505 CLEARINGACRE 4.302101.505 GRUBBINGACRE 4.302104.502 REMOVE CONCRETE HEADWALLEACH 12104.502 REMOVE PIEZOMETEREACH 22104.502 SALVAGE BENCHEACH 12104.503 REMOVE WOOD RETAINING WALLLIN FT 312104.503 REMOVE CHAIN LINK FENCELIN FT 24462104.503REMOVE SEWER PIPE (STORM) (NORTH PIPE)LIN FT 72104.607 SALVAGE RANDOM RIPRAPCU YD 1472104.601REMOVE MISCELLANEOUS DEBRIS (NORTH PIPE DEBRIS)LUMP SUM 12105.504 GEOTEXTILE FABRIC TYPE 5SQ YD16162105.601 DEWATERINGLUMP SUM 12105.601 CONSTRUCT ACCESS ROADLUMP SUM 12105.607 EXCAVATION - SPECIALCU YD 28242105.607 HAUL AND DISPOSE OF CONTAMINATED SOILCU YD 36712106.501 EXCAVATION - COMMONCU YD19,9902106.523COMMON EMBANKMENT (CV)CU YD 18082112.603 SUBGRADE PREPARATIONLIN FT 10272118.507AGGREGATE SURFACING (CV) CLASS SPECIALCU YD 962130.523WATER (DUST CONTROL)MGAL 152211.507AGGREGATE BASE (CV) CLASS 5CU YD 2532451.507COARSE AGGREGATE BEDDING (CV)CU YD 92501.502 95" SPAN GS PIPE-ARCH APRONEACH12501.502 24" CAS PIPE APRONEACH22503.603 24" HDPE PIPE SEWER-DIRECTIONAL DRILLEDLIN FT3022503.603 PLUG FILL AND ABANDON PIPE SEWERLIN FT1152507.603LINING CULVERT PIPE (95" SPAN) SPECIALLIN FT 72511.504GEOTEXTILE FILTER, TYPE 4SQ YD352511.507RANDOM RIPRAP CLASS SPECIAL (SALVAGE)CU YD 1472511.507RANDOM RIPRAP CLASS SPECIAL (R270)CU YD 4442511.507RANDOM RIPRAP CLASS SPECIAL (R470)CU YD 5402511.507 RANDOM RIPRAP CLASS IIICU YD 2922511.507 RANDOM RIPRAP CLASS IVCU YD 1282511.507 GRANULAR FILTERCU YD 1012511.507GRANULAR FILTER MOD (B3)CU YD 4052511.602 PLACE BOULDEREACH 202557.603 INSTALL CHAIN LINK FENCELIN FT 1752573.501 STABILIZED CONSTRUCTION EXITLUMP SUM 22573.503SILT FENCE, TYPE MSLIN FT10,4222574.507 COMMON TOPSOIL BORROWCU YD 15362575.504 EROSION CONTROL BLANKET CATEGORY 3NSQ YD12,4402575.504 FLEXIBLE CONCRETE GEOGRID MATSQ YD12722575.504 TURF REINFORCEMENT MAT CATEGORY 2SQ YD28202575.504 MULCH MATERIAL TYPE 4SQ YD10,9902575.505 SEEDINGACRE 7.41CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
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ESITE ACCESS NOTES:1. LOCATIONS OF UTILITIES AND OTHER INFRASTRUCTURE IN HIGHVIEW DRIVE AREA AREAPPROXIMATE. VERIFY LOCATIONS PRIOR TO MOBILIZING TO SITE. CONTRACTOR ISRESPONSIBLE FOR UTILITY LOCATE AND FIELD RECONNAISSANCE.2. POTENTIAL ACCESS ROUTES ARE SHOWN ON THE PLANS. IF CONTRACTOR WISHES TO USEAN ALTERNATE ACCESS ROUTE, IT MUST BE REVIEWED AND APPROVED BY ENGINEER PRIORTO USE.3. TEMPORARY WETLAND FILL IS ONLY ALLOWED IN THE LOCATIONS SHOWN ON THE PLANS. DONOT PLACE FILL IN WETLANDS/DITCHES OUTSIDE OF THESE AREAS.4. SUBMIT MATERIAL PROPOSED FOR TEMPORARY FILL TO ENGINEER FOR REVIEW.5. MAINTAIN FLOW IN DITCHES AND CONTROL WATER DURING CONSTRUCTION. THIS MAYINVOLVE THE INSTALLATION OF PIPES AND POTENTIALLY PUMPS.6. THE FOLLOWING ITEMS ARE INCIDENTAL TO PAY ITEM 2051.501 MAINTENANCE & RESTORATIONOF HAUL ROADS:6.1. TRIMMING AND CLEARING TREES ALONG ACCESS ROUTE.6.2. FURNISHING AND INSTALLING GEOTEXTILE FABRIC IN WETLANDS6.3. FURNISHING AND INSTALLING TEMPORARY FILL IN WETLANDS6.4. CONTROLLING WATER AND MAINTAINING DRAINAGE IN DITCHES THROUGHOUTCONSTRUCTION.6.5. PLACEMENT OF ADDITIONAL FILL AND/OR GRAVEL SURFACING OUTSIDE OF WETLANDAREAS AS CONTRACTOR DEEMS NECESSARY TO ACCESS THE SITE.6.6. REMOVAL OF GEOTEXTILE FABRIC AND TEMPORARY FILL FROM WETLANDS UPON THECOMPLETION OF CONSTRUCTION.6.7. SEEDING IMPACTED WETLANDS UPON THE COMPLETION OF CONSTRUCTION.6.8. REGRADING THE TRAIL FROM HIGHVIEW DRIVE TO THE LANDSLIDE UPON COMPLETION OFCONSTRUCTION AND RESTORING THE TRAIL TO PRE-CONSTRUCTION CONDITIONS ORBETTER TO THE SATISFACTION OF ENGINEER. FURNISHING AND INSTALLING AGGREGATESURFACING SHOWN ON DETAIL 3 ON SHEET G-06 WILL BE PAID UNDER SEPARATE PAYITEM.6.9. ALL COORDINATION, PREPARATION, CONSTRUCTION, AND RESTORATION ACTIVITIESASSOCIATED WITH ACCESS THROUGH MOON VALLEY AGGREGATE AND FROM HIGHVIEWDRIVE.7. PAY ITEM 2105.601 CONSTRUCT ACCESS ROAD IS FOR THE CONSTRUCTION OF AN ACCESSROAD FROM HIGHVIEW DRIVE TO THE REGIONAL TRAIL JUST EAST OF PIONEER TRAIL THEFOLLOWING ITEMS ARE INCIDENTAL TO PAY ITEM 2105.601 CONSTRUCT ACCESS ROAD:7.1. UTILITY LOCATE AND AVOIDANCE OF UTILITIES IN VICINITY OF ACCESS ROAD.7.2. ANY DESIGN NECESSARY FOR ACCESS ROAD.7.3. CLEARING AND GRUBBING PRIOR TO CONSTRUCTION OF ACCESS ROAD (IF NECESSARY).7.4. SALVAGING AND REINSTALLING ANY SIGNS IN CONFLICT WITH ACCESS ROAD.7.5. PROTECTION OR SALVAGING AND REINSTALLING EXISTING GUARDRAIL.7.6. STRIPPING AND STOCKPILING TOPSOIL UNDER FOOTPRINT OF RAMP (IF NECESSARY).7.7. REMOVAL OF BITUMINOUS PAVEMENT (IF NECESSARY).7.8. WATER CONTROL, INCLUDING PIPES OR PUMPS TO MAINTAIN DRAINAGE THROUGHACCESS ROAD DURING CONSTRUCTION.7.9. IMPORT OF FILL TO CONSTRUCT ACCESS ROAD.7.10. MAINTENANCE OF ACCESS ROAD DURING CONSTRUCTION.7.11. REMOVAL OF TEMPORARY FILL FOR ACCESS ROAD.7.12. REPAIR OR REPLACEMENT OF ANY BITUMINOUS PLACEMENT DAMAGED DURINGCONSTRUCTION.7.13. INSTALLING TOPSOIL, SEED, AND MULCH OR EROSION CONTROL BLANKET TO RESTORETO PRE-CONSTRUCTION CONDITIONS OR BETTER TO THE SATISFACTION OF THEENGINEER.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2TRAFFIC SIGNSQTY.MNDOTSIGN NO.SIGN SIZE SIGN MESSAGE3W11-1036" x 36"W
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050100SCALE IN FEET2-PLAN: SITE ACCESS & STAGING N050100SCALE IN FEETCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTAGING AREASOUTH REPAIR AREANORTH REPAIR AREAPARCEL LINE (TYP.)CONSERVATION EASEMENTNEW STORM SEWEREXISTING CMPCONSERVATION EASEMENTPROPERTY LINE (TYP.)PLAN: SITE ACCESS & STAGINGSILT FENCESEE1C-04EXISTING FIBER OPTIC LINEEXISTING FENCEBEATRICE I. ZWIERSONIRREV. TRUSTSILT FENCESEE1C-04SILT FENCESEE1C-04MATCH LINE - SHEET G-06 POTENTIAL EASEMENT AREA (APPROX. 1.73 ACRES)OWNER: BEATRICE I. ZWIERSON IRREV. TRUSTHCRRAHCRRATEMPORARY WETLAND IMPACT0.02 ACRES, SEETEMPORARY WETLAND IMPACT<0.01 ACRES, SEEWETLAND BOUNDARYNEW DRAINAGECHANNEL2G-0629'2G-06179'EXISTING WOODEN FENCE(PROTECT OR SALVAGEAND REINSTALL FOLLOWINGCONSTRUCTION)RESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06POTENTIAL ACCESS ROUTEPOTENTIAL ACCESS ROUTERESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
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HIGHVIEW DRIVEROW LINESCONSTRUCT ACCESS ROADAS NECESSARY FOREQUIPMENT ACCESSPROTECT EXISTING CULVERTS,MAINTAIN DITCH DRAINAGETHROUGH PROPOSED ACCESSROAD DURING CONSTRUCTIONPROTECT EXISTINGFIRE HYDRANTPROTECT EXISTINGLIFT STATIONEXISTING GUARDRAIL(PROTECT OR SALVAGE AND REINSTALLFOLLOWING CONSTRUCTION)TEMPORARY WETLAND IMPACT0.01 ACRES, SEETEMPORARY WETLAND IMPACT0.02 ACRES, SEEWETLAND BOUNDARYDETAIL: TEMPORARY WETLAND/DITCH FILLINGNOT TO SCALE2-EXISTING NORTH WETLAND/DITCHEXISTING TRAILEXISTING SOUTH WETLAND/DITCHINSTALL MnDOT TYPE 5 GEOTEXTILE FABRIC PRIORTO PLACING FILL IN WETLANDREMOVE AT COMPLETION OF CONSTRUCTIONTEMPORARY FILL REMOVEAT COMPLETION OFCONSTRUCTIONEXISTING GROUNDRESTORE WETLAND AND DITCH ATCOMPLETION OF CONSTRUCTION,INCLUDING INSTALLATION OF WETLANDSEED MIX TO DISTURBED AREAS AFTERREMOVING FILL AND GEOTEXTILETEMPORARY WETLAND IMPACT0.01 ACRES, SEEPASSING AREA: 20' WIDTH X100' LENGTH2-2-2-122'112'178'DETAIL: GRAVEL TRAIL RESTORATIONNOT TO SCALE3-REGRADE SURFACE TO PRECONSTRUCTION CONDITIONSOR BETTER TO SATISFACTION OF ENGINEER10' TRAIL3" THICK 3/8" MINUS AGGREGATESURFACING CLASS SPECIAL(SEE TABLE FOR GRADATION)EXISTING GROUND2.0%2.0%3/8" MINUS GRADATION FORAGGREGATE SURFACING(CLASS SPECIAL)SIEVE SIZEPERCENT PASSING3/8"100#470-100#4020-50#20010-30TABLE 1NOTES:1. 3/8" MINUS AGGREGATE SURFACING SHALL BE 100% CRUSHED LIMESTONE.2. 3/8" MINUS AGGREGATE SURFACING MUST COME FROM KRAEMER MINING &MATERIALS, INC. OF BURNSVILLE, MN., IN ORDER TO MATCH COLOR OF EXISTINGTRAIL.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2RESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06TRAILCLOSEDTRAILCLOSEDAHEADTRAILCLOSEDTRAILS END ROAD℄MAINTAIN 10' VERTICAL CLEARZONE ABOVE TRAIL. TRIM TREEBRANCHES ACCORDINGLY.4NOTES:1. 2' WIDTH AT MAX. 2% SLOPE ON SHOULDER.2. 3:1 MAXIMUM SLOPE (H:V) OUTSIDE OF 2' SHOULDER.3. PREFERRED 3' CLEARANCE, 2' MIN. FORM TREES OROTHER OBSTRUCTION.4. SEE PLAN SHEETS FOR TRAIL STRIPING, IF APPLICABLE.5. BOULEVARD VARIES IN WIDTH, BUT SHOULD BE A MIN..OF 2',. SIGN INSTALLATION NOT APPLICABLE IN ALLAREAS.6. MAX. CROSS SLOPE 2%.7. MIN. 3' CLEARANCE BETWEEN EDGE OF TRAIL ANDEDGE OF SIGN.3" TYPE SPWEA240C BITUMINOUS PAVEMENTNOTES:1. BITUMINOUS SHALL BE PLACED IN ONE LIFT.2. CLASS 5 AGGREGATE BASE SHALL CONFORM TOMnDOT SPEC. 3138.3. SUBGRADE SHALL BE TEST ROLLED PRIOR TOAGGREGATE BASE INSTALLATION AND CONFORM TOMnDOT SPEC. 2111.4. WHERE BOULEVARD IS 2' TO 3' (MIN.), BOULEVARDSHALL BE CONSTRUCTED FROM IMPERVIOUSMATERIAL (IE. BITUMINOUS, CONCRETE, PAVERS,ETC). SPECIAL STRIPING LAYOUT MAY APPLY, (SEEPLAN SHEETS).4-DETAIL: BITUMINOUS TRAIL RESTORATIONNOT TO SCALE6" CLASS 5 AGGREGATE BASE12" SCARIFY, DRY, AND RECOMPACTSUBGRADE MATERIAL AS DIRECTED BY OWNER.10'-0"6" TOPSOIL (TYP.)℄62ROADWAY7135TRAILCLOSEDREPAIR OR REPLACEBITUMINOUS TRAIL UPONCOMPLETION OFCONSTRUCTION, SEE4-
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1-NSITE ACCESS FROMHIGHVIEW DRIVESCALE IN FEET100500NORTH AREA SLOPE REPAIR,SEE SHEET C-17MOON VALLEYAGGREGATECONSTRUCTION LIMITSCONSTRUCTION LIMITSSOUTH AREA SLOPE REPAIRSEE SHEET C-11NEW FENCEMINNESOTA BLUFFS LRT REGIONAL TRAILFILL EXISTING NORTH PIPE WITHGROUT AND ABANDON IN PLACESEE SHEET C-18PARCEL LINE (TYP.)STREAM BANK REPAIRSEE SHEET C-13SOUTH AREA CULVERT OUTLETMODIFICATIONS,SEE SHEET C-13CONSERVATION EASEMENTTRAIL MODIFICATIONSSEE SHEET C-07PLAN: PROJECT LAYOUTBEATRICE I.ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING FIBER OPTIC LINESUMMARY OF ANTICIPATED EASEMENT NEEDSLANDOWNERREASON FOR EASEMENTBEATRICE I. ZWIERSON IRRREV. TRUSTRIPRAP AT SOUTH PIPE OUTLET, STREAMBANKREPAIRS, DRAINAGE CHANNEL, STAGING AREAAND SOUTH SIDE SITE ACCESSMOON VALLEY AGGREGATESOUTH SIDE SITE ACCESSPOTENTIAL ACCESS ROUTENEW STORM SEWERSEE SHEET C-19EXISTING FENCENEW DRAINAGECHANNELSEE SHEET C-19CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2NEW FENCE,SEE3C-18POTENTIAL ACCESS ROUTECLEARING LIMITS
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MINNESOTA BLUFFS LRT REGIONAL TRAILPARCEL LINE (TYP.)CONSERVATION EASEMENTEXISTING 18" DIPAPPROXIMATE LANDSLIDE LIMITSEXISTING CHAINLINK FENCEEXISTING STREAM THALWEGEXISTING STORM SEWERCHAINLINK FENCENORTH PIPE CROSSING(SEE PHOTO 5, SHEET C-02)NORTH PIPE UPSTREAM INLET(SEE PHOTO 6, SHEET C-02)EXISTING FIBER OPTIC CABLEEXISTING CONCRETE HEADWALL(SEE PHOTOS 2-4, SHEET C-02)TEMPORARY REPAIR RIPRAP AREA(SEE PHOTOS 1-4, SHEET C-02)APPROXIMATE LANDSLIDE SPOIL PILEGENERAL NOTES:1. ALL UTILITY INFORMATION IS APPROXIMATE AND SHALL BEFIELD VERIFIED BY CONTRACTOR.PLAN: EXISTING CONDITIONSBEATRICE I. ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING STREAM EXTENTSREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEXISTING CONDITIONSPLAN23101014.04-C-01 D..90% DESIGNNOT FOR CONSTRUCTION.APPROXIMATE SLOPEEROSION LIMITSEXISTING BENCHEXISTING WOODEN FENCE ANDMODULAR BLOCK RETAINING WALLCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
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850850 850850860860860860 870870870870880880WTWTWTWTWT WTST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-9CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-03_EROSION CONTROL PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:01 PM1-PLAN: REMOVALS AND TEMPORARY EROSION CONTROL NSCALE IN FEET120600MOON VALLEYAGGREGATECONSTRUCTION LIMITSEXISTING CMPAMINNESOTA BLUFFS LRT REGIONAL TRAILPROPERTY LINE (TYP.)CONSERVATION EASEMENTEROSION CONTOL LEGENDSILT FENCESEDIMENT LOGSCONSTRUCTION LIMITSCONSTRUCTION ENTRANCEEXISTING 10' CONTOUREXISTING 2' CONTOURSILT FENCE (TYP.)SEE1C-04PROTECTEXISTING TRAILCONSTRUCTIONSTAGING AREAEROSION & SEDIMENT CONTROL NOTES:1. INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TOTHE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES.2. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTIONENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TOCOMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCHOR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIREWIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THECONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENTMIGRATION OF SOIL INTO THE ROCK FROM BELOW.3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC ANDPRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALLBE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNERTO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES.4. INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVERUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, ORREPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THEDEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED INAND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAYBALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION.5. LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATEROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZETHE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROLEROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION ANDSEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, ORROTTED EROSION CONTROL DEVICES IMMEDIATELY.7. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVEUNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDINGCONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETEDWITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING ANDSTAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL,NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HASUNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINALSTABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVERDENUDED AREA.8. CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEERPRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALLPROPOSED ALTERNATE TYPE DEVICES.9. IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLEFOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANYWATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS ISTURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OFSEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURESSUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TOPREVENT SCOUR EROSION.10. INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT INACCORDANCE WITH DESIGN DRAWING SHEETS R-01 AND R-02.11. BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6"DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-02 FOR TREEREPLACEMENT REQUIREMENTS.SITE ACCESS FROM HIGHVIEW DRIVE(SEE SHEET G-06)REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNREMOVALS AND TEMPORARYEROSION CONTROL PLAN23101014.04-C-03 D..90% DESIGNNOT FOR CONSTRUCTION.SALVAGE EXISTING BENCH AND PLACE INTHE GRAVEL PARKING LOT ADJACENT TOBLUFF CREEK DR. PARK DISTRICT STAFFWILL HAUL BENCHES AWAY.SALVAGE AND STOCKPILEEXISTING RIPRAP FOR REUSEREMOVE EXISTINGCONCRETE HEADWALLSALVAGE EXISTING CHAINLINK FENCE AND GATES(APPROX. 2446 LF) AND PLACE IN THE GRAVELPARKING LOT ADJACENT TO BLUFF CREEK DR.PARK DISTRICT STAFF WILL HAUL AWAY.APPROXIMATE LANDSLIDE LIMITSAPPROXIMATE LANDSLIDE LIMITSREMOVE EXISTING WOODEN FENCEREMOVE EXPOSED PORTIONOF NORTH PIPE, SEE C-18REMOVE AND DISPOSE EXISTINGPIEZOMETERS PER ENGINEER'S DIRECTIONREMOVE EXISTING MODULARBLOCK RETAINING WALLREMOVE EXISTINGPIPE DEBRISFILL EXISTING NORTHPIPE WITH GROUT ANDABANDON IN PLACE,SEE C-18CLEARING LIMITSCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
DETAIL: SILT FENCE - MACHINE SLICED-1NOT TO SCALEDOWNSTREAM VIEWSECTION VIEW5 FT. MIN. LENGTH POSTAT 4 FT. MAX. SPACINGGEOTEXTILE FABRIC, 36" MIN.MACHINE SLICE 8" TO 12"DEPTH (PLUS 6" FLAP)GRADEPLASTIC ZIP TIES (MIN. 50 LBSTENSILE STRENGTH) ON TOP8" MIN. 3 PER POSTRUNOFF FLOW DIRECTIONMACHINE SLICE 8"-12"DEPTH (PLUS 6" FLAP)MACHINE SLICED SILT FENCE PER MN/DOT STD.SPECIFICATION 3886, INSTALL PER MN/DOTSTD. SPEC. 2573NOTES:1. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. SILTFENCE AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.2. SILT FENCE INSTALLATION AND MATERIALS SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATIONS 2573 AND 3886.3. NO HOLES OR GAPS SHALL BE PRESENT IN/UNDER SILT FENCE. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS.4. WHEN SEDIMENT BUILD UP REACHES 1/3 OF FENCE HEIGHT, THE SILT FENCE SHOULD BE REMOVED OR A SECOND SILT FENCE INSTALLED UPSTREAM OF THE EXISTING FENCE AT ASUITABLE DISTANCE.5. WHEN SPLICES ARE NECESSARY MAKE SPLICE AT POST ACCORDING TO SPLICE DETAIL. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.ROTATE BOTH POSTS TOGETHER AT LEAST 180 DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THE POSTS TOACCOMMODATE THE 6 INCH FLAP. THEN DRIVE BOTH POSTS AND BURY THE FLAP. COMPACT BACKFILL.NOT TO SCALE1
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INDETAIL: STABILIZED CONSTRUCTION EXITAS REQU
IRED-NOTES:1. MAINTAIN ENTRANCE THROUGHOUT THE CONSTRUCTION PERIODAND REPAIR OR REPLACE AS REQUIRED TO PREVENT TRACKINGOFFSITE.2. REMOVE ENTRANCE IN CONJUNCTION WITH FINAL GRADING AND SITESTABILIZATION.4EXPAND FOR TURNINGRADIUS AS REQUIRED6" MINIMUM1"-2" WASHED ROCKGEOTEXTILE FABRIC (OPTIONAL)2-DETAIL: INLET PROTECTION - SEDIMENT LOGNOT TO SCALENOTES:1. INLET PROTECTION SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BEPROTECTED OR IMMEDIATELY FOLLOWING CATCHBASIN INSTALLATION, AND SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.2. MATERIALS SHALL BE SUFFICIENT TO ALLOW FLOW WHILE BLOCKING SEDIMENT. NO HOLESOR GAPS SHALL BE PRESENT IN/UNDER SEDIMENT LOG.3. INLET PROTECTION SHALL BE CLEANED AS REQUIRED.4. MATERIALS AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITHTHE FINAL GRADING AND SITE STABILIZATION.STORM GRATESEDIMENT LOGCURBSTAKE ENDS (TYP)STAKE END (TYP)CURBSEDIMENT LOGCATCHBASINCURBSECTION VIEWPLAN VIEW42623A3BSLOPE INSTALLATIONNOTES:1.REFER TO MANUFACTURER RECOMMENDATIONS FOR STAPLE PATTERNS FOR SLOPE INSTALLATIONS.2.PREPARE SOIL BY LOOSENING TOP 1-2 INCHES AND APPLY SEED (AND FERTILIZER WHERE REQUIRED)PRIOR TO INSTALLING BLANKETS. GROUND SHOULD BE SMOOTH AND FREE OF DEBRIS.3.BEGIN (A) AT THE TOP OF THE SLOPE AND ROLL THE BLANKETS DOWN OR (B) AT ONE END OF THESLOPE AND ROLL THE BLANKETS HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP, WITH THEUPHILL BLANKET ON TOP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLESTYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY12" APART.6.BLANKET MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED BY ENGINEER.5-DETAIL: EROSION CONTROL BLANKET - INSTALLATIONNOT TO SCALEFLOWFLOWSEDIMENT LOGWOOD STAKESEDIMENT LOGWOOD STAKEDETAIL: EROSION LOG - STAKING-3NOT TO SCALESIDE VIEW FLATFRONT VIEWFLOWSEDIMENT LOGSIDE VIEW ON SLOPETOP VIEWWOOD STAKEOVERLAP ENDSNOTES:1. INSTALL SEDIMENT LOG ALONG CONTOURS (CONSTANT ELEVATION).2. NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TOSMOOTH SURFACE OR REMOVE DEBRIS.3. REMOVE ACCUMULATED SEDIMENT WHEN REACHING 1/3 OF LOG HEIGHT.4. MAINTAIN SEDIMENT LOG THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIR ORREPLACED AS REQUIRED.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-04_EROSION CONTROL DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:02 PMrlg M:\Design\23101014.00\2310101400_Drawing_D 4_Erosion Control Details.dwg Plot at 0 12/21/2015 16:08:36..TEMPORARY EROSION CONTROL SEEDING NOTES:1. CONTRACTOR SHALL PERFORM TEMPORARY SEEDING IN ADDITION TO TEMPORARY MULCHINGON GRADED/DISTURBED AREAS WHEN THE SITE IS TO BE LEFT IDLE FOR LONGER THAN 21 DAYS -IN ACCORDANCE WITH MnDOT STANDARD SPECIFICATIONS SECTION 2575.3 B.1, USE COVERCROP AND MID-TERM STABILIZATION SEED MIXTURES AS SHOWN IN 3876, "SEED", TABLE 3876-1FOR TEMPORARY SEEDING2. PERFORM TEMPORARY MULCHING TO PROTECT THE SITE FROM EROSION WHEN LEFT IDLE FORMORE THAN ONE WEEK AND DURING NON-SEEDING PERIODS AND WHEN OUTSIDE THE SEEDINGAND SODDING DATES. FOR AREAS LESS THAN TWO ACRES, MULCH IN ACCORDANCE WITH MnDOTSTANDARD SPECIFICATIONS SECTION 2575.3.M, "RAPID STABILIZATION"REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRAAMINNEAPOLIS, MN.LANDSLIDE REPAIRSCHANHASSEN, MNTEMPORARY EROSION CONTROLDETAILS23101014.04-C-04 D90% DESIGNNOT FOR CONSTRUCTIONCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554351.0 GENERAL CONSTRUCTION ACTIVITY INFORMATION:THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED IN COMPLIANCE WITH THE MINNESOTA GENERALSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITY NO. MNR100001 (GENERAL PERMIT), AS REQUIRED BY THE MINNESOTAPOLLUTION CONTROL AGENCY (MPCA) UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSALSYSTEM (NPDES/SDS) PROGRAM.THE PROJECT IS LOCATED IN THE CITY OF CHANHASSEN, CARVER COUNTY, MINNESOTA. PROPOSED CONSTRUCTION ACTIVITIESWILL TAKE PLACE ALONG AND JUST SOUTH OF THE MINNESOTA BLUFFS REGIONAL TRAIL BETWEEN FLYING CLOUD ROAD ANDLAKOTA LANE. THE APPROXIMATE CENTROID OF THE PROJECT HAS A LATITUDE OF 44.819492 AND A LONGITUDE OF -93.526089.THIS PROJECT INVOLVES EROSION CONTROL, REPAIR AND REGRADING OF LANDSLIDE DAMAGED SLOPES, REPAIR OF DAMAGEDCULVERTS, INSTALLATION OF STORM SEWER AND MANHOLES AND SITE RESTORATION . THE PROJECT AS PROPOSED HAS A TOTALDISTURBANCE AREA OF 7.22 ACRES. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE REQUIRED TO MINIMIZESEDIMENT FROM BEING TRANSPORTED INTO BLUFF CREEK, WHICH IS AN IMPAIRED WATER. REFER TO PROJECT DRAWINGS FORFURTHER DETAILS. (CSW PERMIT PART III.A.1)1.1 PROJECT SIZE AND CUMULATIVE IMPERVIOUS SURFACE:·THE ANTICIPATED AREA OF DISTURBANCE IS APPROXIMATELY 7.22 ACRES.·THE TOTAL AREA OF PRE-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.70 ACRES.·THE TOTAL AREA OF POST-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.70 ACRES.·THE TOTAL NEW IMPERVIOUS AREA IS APPROXIMATELY 0 ACRES.1.2 DATES OF CONSTRUCTION:·ANTICIPATED START DATE: TBDANTICIPATED END DATE: TBD1.3 CONTACT INFORMATION:OWNER: HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITYMAILING ADDRESS: 701 4TH AVE. S. #400CONTACT PERSON: JESSICA GALATZTITLE: PROJECT MANAGERPHONE NUMBER: (612) 348-2691EMAIL ADDRESS: JESSICA.GALATZ@HENNEPIN.USALTERNATE CONTACT PERSON: KRISTINE STEHLYTITLE: PROJECT ENGINEERPHONE NUMBER: (612) 348-6370EMAIL ADDRESS: KRISTINE.STEHLY@HENNEPIN.USOPERATOR / GENERAL CONTRACTOR (WILL OVERSEE IMPLEMENTATION OF THE SWPPP): TBDMAILING ADDRESS:CONTACT PERSON: TITLE:PHONE NUMBER: EMAIL ADDRESS:PARTY RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM:HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITYMAILING ADDRESS: 701 4TH AVE. S. #400CONTACT PERSON: JESSICA GALATZTITLE: PROJECT MANAGERPHONE NUMBER: (612) 348-2691EMAIL ADDRESS: JESSICA.GALATZ@HENNEPIS.US2.0 RECEIVING WATERS:WATERS WITHIN ONE MILE (NEAREST STRAIGHT LINE DISTANCE) THAT ARE LIKELY TO RECEIVE STORMWATER RUNOFF FROM THEPROJECT SITE (CSW PERMIT ITEM 5.10) INCLUDE:SPECIAL IMPAIRED PUBLIC WATER WITH WORKNAME OF WATER BODYTYPE (1)WATER BODY ID (2)WATER? (3)WATER? (3)IN WATER RESTRICTIONS?BLUFF CREEKCREEK07020012-710NOYES NORICE LAKELAKE27-0132-00NONO NO(1) TYPE EXAMPLES: DITCH, POND, WETLAND, CALCAREOUS FEN, LAKE, STREAM, RIVER(2) WATER BODY IDENTIFICATION (ID) MIGHT NOT BE AVAILABLE FOR ALL WATER BODIES. USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: HTTPS://WWW.PCA.STATE.MN.US/WATER/STORMWATER-SPECIAL-AND-IMPAIRED-WATERS-SEARCH(3) REFER TO CSW PERMIT SECTION 23. IMPAIRED WATER FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS(NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS), TURBIDITY, TOTAL SUSPENDED SOLIDS (TSS), DISSOLVED OXYGEN,OR AQUATIC BIOTA (FISH BIOASSESSMENT, AQUATIC PLANT BIOASSESSMENT, AND AQUATIC MACROINVERTEBRATE BIOASSESSMENT)2.1 SPECIAL AND IMPAIRED WATERS: THE MPCA'S SPECIAL AND IMPAIRED WATERS SEARCH TOOL WAS USED TO LOCATE SPECIALAND IMPAIRED WATERS WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF THE PROJECT SITE.BLUFF CREEK HAS ANEPA-APPROVED IMPAIRMENT FOR TURBIDITY AND FISH BIOTA. THESE IMPAIRMENTS ARE CONSIDERED CONSTRUCTION RELATEDAND REQUIRE ADDITIONAL BEST MANAGEMENT PRACTICES (BMPS) OR PLAN REVIEW FOR COMPLIANCE WITH THE GENERALPERMIT. (CSW PERMIT ITEM 2.7 AND SECTION 23)ADDITIONAL BMPS OR OTHER SPECIFIC CONSTRUCTION RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN AN APPROVEDTOTAL MAXIMUM DAILY LOAD (TMDL) INCLUDE IMMEDIATE STABILIZATION OF EXPOSED SOIL AREAS AND CONSTRUCTION OF ATEMPORARY SEDIMENTATION BASIN FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 5 OR MORE ACRES . (CSWPERMIT ITEM 5.19)2.2 PUBLIC WATERS WITH WORK IN WATER RESTRICTIONS: THIS PROJECT DOES NOT INCLUDE WORK IN PUBLIC WATERS. (CSWPERMIT ITEM 5.11)2.3 WETLAND IMPACTS: THIS PROJECT DOES NOT INCLUDE WETLAND IMPACTS. (CSW PERMIT ITEMS 2.4 AND 2.10, AND SECTION 22)2.4 ENVIRONMENTAL REVIEW AND OTHER REQUIRED REVIEWS: STORMWATER MITIGATION MEASURES ARE NOT REQUIRED AS ARESULT OF AN ENVIRONMENTAL REVIEW (E.G., EAW OR EIS), ENDANGERED OR THREATENED SPECIES REVIEW, ARCHEOLOGICALSITE REVIEW, OR OTHER LOCAL, STATE, OR FEDERAL REVIEW CONDUCTED FOR THE PROJECT. (CSW PERMIT ITEMS 2.8, 2.9, AND5.16)2.5 KARST AREAS OR DRINKING WATER SUPPLY MANAGEMENT AREAS: THIS PROJECT DOES NOT INCLUDE ANY KARST ORDRINKING WATER SUPPLY MANAGEMENT AREAS. (CSW PERMIT ITEMS 16.19, 16.20, AND 18.10)3.0 PROJECT PLANS AND SPECIFICATIONS:REQUIRED FEATURESHEET NUMBER·PROJECT LOCATION AND CONSTRUCTION LIMITSG-01·EXISTING AND FINAL GRADES, INCLUDING DRAINAGE AREA BOUNDARIES, DIRECTIONS C-06,C-14,C-16OF FLOW AND ALL DISCHARGE POINTS WHERE STORMWATER IS LEAVING THE SITE ORENTERING A SURFACE WATER·SOIL TYPES AT THE SITEC-05A·LOCATIONS OF IMPERVIOUS SURFACESC-06,C-14,C-16·LOCATIONS OF AREAS NOT BE BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.) C-06,C-14,C-16·LOCATIONS OF AREAS OF STEEP SLOPESC-06,C-14,C-16·LOCATIONS OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION NAOF EXPOSED SOILS·PORTIONS OF THE SITE THAT DRAIN TO A PUBLIC WATER WITH DNR WORK IN WATER NARESTRICTIONS FOR FISH SPAWNING TIMEFRAMES·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL C-03,G-05,G-06BMPS AS REQUIRED IN PERMIT SECTIONS 8 THROUGH 10 AND 14 THROUGH 19·BUFFER ZONES AS REQUIRED IN PERMIT ITEMS 9.17 AND 23.11C-06,C-14,C-16·LOCATIONS OF POTENTIAL POLLUTION-GENERATING ACTIVITIES IDENTIFIED IN PERMIT C-06,C-14,C-16SECTION 12·STANDARD DETAILS FOR EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED C-04AT THE SITE4.0 BEST MANAGEMENT PRACTICES (BMPS):4.1 EROSION PREVENTION PRACTICES:1. BEFORE LAND DISTURBING ACTIVITIES BEGIN, THE LIMITS OF THE AREAS TO BE DISTURBED DURINGCONSTRUCTION WILL BE DELINEATED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.2. TEMPORARY STABILIZATION OF SOILS AND SOIL STOCKPILES: (CSW PERMIT ITEMS 8.4, 8.5, AND 23.9)a. AREAS OF EXPOSED SOIL WILL BE STABILIZED WITH EROSION CONTROL BLANKET, PRESERVATION OFMATURE VEGETATION, MULCH OR EQUIVALENT MEASURES.b. IF PRESENT, SOIL STOCKPILES WILL BE STABILIZED WITH MULCH (SUCH AS STRAW MULCH, EROSIONCONTROL BLANKETS OR EQUIVALENT MEASURES.c. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY, OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THECONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS, AND SIMILAR SURFACES ARE EXEMPTFROM THESE STABILIZATION REQUIREMENTS.2. STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS: (CSW PERMIT ITEMS 8.6 THROUGH 8.8)a. IF SOILS WITHIN EXISTING STORMWATER DITCHES OR SWALES ARE DISTURBED, THEY WILL BESTABILIZED WITH CHANNEL EROSION CONTROL BLANKET, RIPRAP, TURF REINFORCEMENT MAT OREQUIVALENT MEASURES.b. MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE, OR SIMILAR EROSION PREVENTION PRACTICESWILL NOT BE USED TO STABILIZE ANY PART OF AN EXISTING STORMWATER DITCH OR SWALE WITH ACONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.c. THE LAST 200 LINEAL FEET OF LENGTH OF THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERMANENT DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE,OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, ORFROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER WILL BE STABILIZED WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE.d. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES ORSWALES WILL BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY ORPERMANENTLY CEASED.3. ENERGY DISSIPATION AT PIPE OUTLETS: ENERGY DISSIPATION AT PIPE OUTLETS WILL BE PROVIDED WITHONE OR MORE OF THE FOLLOW METHODS: RIP RAP, SPLASH PADS, GABIONS, OR EQUIVALENT MEASURES.(CSW PERMIT ITEM 8.9)4. EROSION PREVENTION IMPLEMENTATION TIMELINES: (CSW PERMIT ITEMS 5.4, 8.4 THROUGH 8.6, AND 23.9)a. STABILIZATION OF EXPOSED SOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TOLIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILYCEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS.b. IF THE EXPOSED SOIL AREAS DRAIN TO A DISCHARGE POINT THAT IS WITHIN ONE MILE (AERIAL RADIUSMEASUREMENT) OF A SPECIAL OR IMPAIRED WATER (SEE SECTION 2.0), STABILIZATION OF EXPOSEDSOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONWHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANYPORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS.c. THE FOLLOWING ACTIVITIES CAN BE TAKEN TO INITIATE STABILIZATION: PREPPING THE SOIL FORVEGETATIVE OR NON-VEGETATIVE STABILIZATION, APPLYING MULCH OR OTHER NON-VEGETATIVEPRODUCT TO THE EXPOSED SOIL AREA, OR SEEDING OR PLANTING THE EXPOSED AREA.5. ADDITIONAL EROSION PREVENTION MEASURES: THE FOLLOWING ADDITIONAL EROSION PREVENTIONMETHODS WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION: (CSW PERMIT ITEMS 8.2, 8.3, AND8.10)a. SOIL DISTURBANCE WILL BE MINIMIZED WHEREVER POSSIBLE TO AID IN EROSION PREVENTION.b. EXISTING VEGETATION WILL BE PRESERVED WHEREVER POSSIBLE TO LIMIT EXPOSED SOIL AND THUSWILL SERVE AS NATURAL VEGETATIVE BUFFERS.c.EXPOSED SOIL ON STEEP SLOPES (≤3H:1V) WILL BE STABILIZED USING EROSION CONTROL BLANKETSAND SEEDING.d. HORIZONTAL SLOPE GRADING WILL BE UTILIZED TO MINIMIZE EROSION POTENTIAL.e. TERRACING WILL BE USED TO MINIMIZED EROSION POTENTIAL.4.2 SEDIMENT CONTROL PRACTICES:1. DOWNGRADIENT PERIMETER CONTROLS: (CSW PERMIT ITEMS 9.2 THROUGH 9.6)a. SEDIMENT CONTROL PRACTICES WILL BE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS ANDLOCATED UPGRADIENT OF ANY BUFFER ZONES. PERIMETER SEDIMENT CONTROLS WILL INCLUDE: SILTFENCE, SEDIMENT CONTROL LOGS / BIOROLLS (FILLED WITH COMPOST, WOOD CHIPS, ROCK, ETC.),VEGETATIVE BUFFERS (RETAIN EXISTING VEGETATION WHERE POSSIBLE), OR EQUIVALENT MEASURES.b. PERIMETER SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE ANY UPGRADIENTLAND‐DISTURBING ACTIVITIES BEGIN AND REMAIN IN PLACE UNTIL PERMANENT COVER HAS BEENESTABLISHED.c. IF SEDIMENT CONTROL PRACTICES HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATESHORT‐TERM ACTIVITIES (SUCH AS CLEARING, GRUBBING, OR PASSAGE OF VEHICLES), THE CONTROLSMUST BE RE-INSTALLED IMMEDIATELY AFTER THE SHORT‐TERM ACTIVITY HAS BEENCOMPLETED. SEDIMENT CONTROL PRACTICES MUST BE RE-INSTALLED BEFORE THE NEXTPRECIPITATION EVENT, EVEN IF THE SHORT‐TERM ACTIVITY IS NOT COMPLETE.d. IF THE DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OREXCESSIVE MAINTENANCE REQUIREMENT), INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TOIDENTIFY THESE ADDITIONAL PRACTICES.2. SOIL STOCKPILE PERIMETER CONTROLS: TEMPORARY SOIL STOCKPILES WILL BE SURROUNDED BY: DOUBLEROWS OF SILT FENCE, SEDIMENT CONTROL LOGS OR EQUIVALENT MEASURES, AND SHALL NOT BE PLACEDIN ANY NATURAL BUFFERS OR SURFACE WATERS.(CSW PERMIT ITEMS 9.9 AND 9.10)3. STORM DRAIN INLET PROTECTION: (CSW PERMIT ITEMS 9.7 AND 9.8)a. INLET PROTECTION BMPS WILL BE INSTALLED AROUND ALL STORM DRAIN INLETS DOWNGRADIENT OFCONSTRUCTION ACTIVITIES.b. STORM DRAIN INLETS WILL BE PROTECTED UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGINGTO THE INLET HAVE BEEN STABILIZED.c. INLET PROTECTION BMPS WILL BE: SEDIMENT CONTROL LOG, FILTER SACKS, OR EQUIVALENTMEASURES.4. VEHICLE TRACKING BMPS: (CSW PERMIT ITEMS 9.11 AND 9.12)a. VEHICLE TRACKING BMPS WILL BE INSTALLED TO MINIMIZE THE TRACKING OUT OF SEDIMENT FROMTHE CONSTRUCTION AREA AND WILL INCLUDE: ROCK PADS AND MUD MATS OR AN EQUIVALENTSYSTEM.b. IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKEDONTO THE PAVED ROAD, STREET SWEEPING WILL ALSO BE EMPLOYED. SEDIMENT WILL BE REMOVEDBY SWEEPING WITHIN 24 HOURS.5. PROTECTION OF INFILTRATION AREAS: IF NECESSARY, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSIONBERMS) WILL BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO ESTABLISHING PERMANENT COVER WITHIN THE CONTRIBUTING DRAINAGE AREA.(CSW PERMIT ITEMS 16.4 AND 16.5)6. MINIMIZATION OF SOIL COMPACTION AND PRESERVATION OF TOPSOIL: SOIL COMPACTION WILL BEMINIMIZED AND TOPSOIL WILL BE PRESERVED WHERE POSSIBLE. (CSW PERMIT ITEMS 5.24, 9.14, AND 9.15)7. PRIORITIZATION OF ONSITE INFILTRATION AND SEDIMENT REMOVAL: (CSW PERMIT ITEM 9.16)a. PRIOR TO OFFSITE DISCHARGE, INFILTRATION AND SEDIMENT REMOVAL WILL BE IMPLEMENTEDONSITE WHERE POSSIBLE.b. DISCHARGES FROM BMPS WILL BE DIRECTED TO VEGETATED AREAS OF THE SITE (INCLUDING ANYNATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATERINFILTRATION. IF EROSION IS NOTED TO OCCUR AS THE RESULT OF SUCH A DISCHARGE, VELOCITYDISSIPATION BMPS WILL BE CONSIDERED AND INSTALLED AS NECESSARY TO PREVENT EROSION.8. BUFFER ZONE OR REDUNDANT SEDIMENT CONTROLS TO PROTECT SURFACE WATERS: (CSW PERMIT ITEM9.17)a. A 50-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO ANON-SPECIAL/NON-IMPAIRED SURFACE WATER OR WETLAND. IF A NON-SPECIAL/NON-IMPAIREDSURFACE WATER OR WETLAND IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCESAND STORMWATER FLOWS TO THE SURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANTSEDIMENT CONTROLS WILL BE PROVIDED.b. A 100-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO ASPECIAL OR IMPAIRED SURFACE WATER. IF A SPECIAL OR IMPAIRED SURFACE WATER IS LOCATEDWITHIN 100 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THESURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANT SEDIMENT CONTROLS WILL BEPROVIDED.c. REDUNDANT PERIMETER CONTROLS WILL BE INSTALLED AT LEAST 5 FEET APART UNLESS LIMITED BYLACK OF AVAILABLE SPACE.9. USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) IS NOTANTICIPATED AS PART OF THE PROJECT. (CSW PERMIT ITEMS 5.22 AND 9.18)10. THE PROJECT WILL NOT INCLUDE 10 OR MORE ACRES OF DISTURBED SOIL DRAINING TO A COMMONLOCATION OR 5 OR MORE ACRES DRAINING TO A COMMONLOCATION WITHIN 1 MILE OR A SPECIAL ORIMPAIRED WATER THEREFORE TEMPORARY SEDIMENT BASINS ARE NOT REQUIRED. (CSW PERMIT ITEMS 5.6,9.13, AND 23.10 AND SECTION 14)4.3 DEWATERING AND BASIN DRAINING: NO DEWATERING OR BASIN DRAINING WILL OCCUR AS PART OF THISPROJECT. (CSW PERMIT SECTION 10 AND ITEM 10.5)4.4 BMP DESIGN FACTORS: THE FOLLOWING BMP DESIGN FACTORS HAVE BEEN CONSIDERED IN DESIGNING THETEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS:1. EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION.2. NATURE OF STORMWATER RUNOFF AND RUN‐ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTEDFLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES.3. STORMWATER VOLUME, VELOCITY, AND PEAK FLOW RATES TO MINIMIZE DISCHARGE OF POLLUTANTS INSTORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SCOUR IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS.4. RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT.(SEE PAGE 2 OF 2)CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-05_SWPPP.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:03 PMREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM WATER POLLUTION PREVENTION PLAN(SWPPP)23101014.04-C-05 D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554355.0 PERMANENT STORMWATER MANAGEMENT SYSTEM:A PERMANENT STORMWATER MANAGEMENT SYSTEM IS REQUIRED IF THE PROJECT RESULTS IN ONE ACRE OR MOREOF NEW IMPERVIOUS SURFACES OR RESULTS IN A NET INCREASE OF ONE OR MORE ACRES OF CUMMULATIVE NEWIMPERVIOUS SURFACES IN TOTAL OR IF THE PROJECT IS PART OF A LARGER PLAN OF DEVELOPMENT. (CSW PERMITITEM 15.3)5.1 A PERMANENT STORMWATER TREATMENT SYSTEM IS NOT REQUIRED. (CSW PERMIT ITEMS 5.15, 15.4-15.9, AND23.14)5.2 THIS IS NOT A LINEAR PROJECT WITH LACK OF RIGHT OR WAY. (CSW PERMIT ITEM 15.9)5.3 THIS PROJECT DOES NOT DISCHARGE TO A TROUT STREAM (OR A TRIBUTARY TO A TROUT STREAM). (CSW PERMITITEM 23.12)6.0 INSPECTION AND MAINTENANCE ACTIVITIES:6.1 PERSONS WITH REQUIRED TRAINING: TRAINED INDIVIDUALS INCLUDE THOSE PARTIES RESPONSIBLE FORINSTALLING, SUPERVISING, REPAIRING, INSPECTING, AND MAINTAINING EROSION PREVENTION AND SEDIMENTCONTROL BMPS AT THE SITE. TRAINED INDIVIDUALS ARE ALSO RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPPAND COMPLIANCE WITH THE GENERAL PERMIT UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETE, PERMANENTCOVER HAS BEEN ESTABLISHED, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED. (CSW PERMIT ITEMS5.20, 5.21, AND 11.9 AND SECTION 21)THESE INDIVIDUALS WILL BE TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT,INCLUDING THE REQUIREMENT THAT THE CONTENT AND EXTENT OF TRAINING WILL BE COMMENSURATE WITH THEINDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES.BELOW IS A LIST OF PEOPLE RESPONSIBLE FOR THIS PROJECT WHO ARE KNOWLEDGEABLE AND EXPERIENCED IN THEAPPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS.TRAINED INDIVIDUALRESPONSIBILITYTRAINING ENTITY* TRAINING DATEERIC FITZGERALD PREPARATION OF THE SWPPPUNIVERSITY OF MINNESOTA SEPTEMBER 2017TBDOVERSIGHT OF SWPPP IMPLEMENTA- TBDTBDTION, REVISION, AND AMMENDMENTTBDPERFORMANCE OF SWPPP INSPECTIONS TBDTBDTBDPERFORMANCE OR SUPERVISION OF TBDTBDINSTALLATION, MAINTENANCE, ANDREPAIR OF BMPS*TRAINING DOCUMENTATION AVAILABLE UPON REQUEST. 6.2 FREQUENCY OF INSPECTIONS: A TRAINED PERSON WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE.(CSW PERMIT ITEMS 11.2, 11.10, AND 23.13)·AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURSINSPECTION FREQUENCY MAY BE ADJUSTED UNDER THE FOLLOWING CIRCUMSTANCES:·WHERE PARTS OF THE CONSTRUCTION AREAS HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTSOF THE SITE, INSPECTIONS OF THE AREAS WITH PERMANENT COVER MAY BE REDUCED TO ONCE PER MONTH.·WHERE CONSTRUCTION AREAS HAVE PERMANENT COVER AND NO CONSTRUCTION ACTIVITY IS OCCURRING ONTHE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES.·WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THEINSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGINWITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR UPON RESUMING CONSTRUCTION, WHICHEVERCOMES FIRST.6.3 INSPECTION REQUIREMENTS: EACH CONSTRUCTION STORMWATER SITE INSPECTION WILL INCLUDE INSPECTIONOF THE FOLLOWING AREAS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8)·ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENTMEASURES·SURFACE WATERS FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION·CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING·STREETS AND OTHER AREAS ADJACENT TO THE PROJECT FOR EVIDENCE OF OFF SITE ACCUMULATIONS OFSEDIMENT6.4 MAINTENANCE REQUIREMENTS: MAINTENANCE OF THE FOLLOWING AREAS AND BMPS WILL BE PERFORMED ASFOLLOWS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8)·NONFUNCTIONAL BMPS WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE ENDOF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.·PERIMETER CONTROL DEVICES WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.·TEMPORARY AND PERMANENT SEDIMENTATION BASINS WILL BE DRAINED AND THE SEDIMENT REMOVED WHENTHE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.·DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS WILL BE REMOVED, AND THE AREAS WHERE SEDIMENTREMOVAL RESULTS IN EXPOSED SOIL WILL BE RE-STABILIZED. THE REMOVAL AND STABILIZATION WILL BECOMPLETED WITHIN 7 CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, ORPHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED DUE TO ACCESS CONSTRAINTS, REASONABLE EFFORTS TOOBTAIN ACCESS WILL BE USED. REMOVAL AND STABILIZATION WILL TAKE PLACE WITHIN 7 CALENDAR DAYS OFOBTAINING ACCESS.·TRACKED SEDIMENT ON PAVED SURFACES WILL BE REMOVED WITHIN 1 CALENDAR DAY OF DISCOVERY.·AREAS UNDERGOING STABILIZATION WILL BE RESTABILIZED AS NECESSARY TO ACHIEVE REQUIRED COVER.6.5 RECORDKEEPING REQUIREMENTS: (CSW PERMIT ITEMS 11.11 AND 24.5 AND SECTIONS 6 AND 20)1. ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WILL BE RECORDED IN WRITING WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS WILL BE RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION ANDMAINTENANCE ACTIVITY WILL INCLUDE THE DATE AND TIME; NAME OF INSPECTOR(S); FINDINGS OF INSPECTIONS;CORRECTIVE ACTIONS (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDDATE OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS AND THE AMOUNT OF RAINFALL FOREACH EVENT.a. IF ANY DISCHARGE IS OBSERVED DURING THE INSPECTION, THE LOCATION AND APPEARANCE OF THEDISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUSINDICATORS OF POLLUTANTS) WILL BE DOCUMENTED AND A PHOTOGRAPH WILL BE TAKEN.2. THE SWPPP WILL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS TO CORRECT PROBLEMS ORADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER, OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER.a. THE SWPPP WILL BE AMENDED WHEN INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR,OR CONTRACTORS OR BY USEPA/MPCA OFFICIALS INDICATE THAT THE SWPPP IS NOT EFFECTIVE INELIMINATING OR MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER;THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES; OR THE SWPPP IS NOTCONSISTENT WITH A USEPA APPROVED TMDL.b. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION WILL BE DOCUMENTED ASREQUIRED WITHIN 7 CALENDAR DAYS.c. AMENDMENTS WILL BE COMPLETED BY AN APPROPRIATELY TRAINED INDIVIDUAL. CHANGES INVOLVING THEUSE OF A LESS STRINGENT BMP WILL INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMPIS EFFECTIVE FOR THE SITE CHARACTERISTICS.3. RECORDS RETENTION: THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCERECORDS WILL BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER A FIELD OFFICE OR IN AN ON SITE VEHICLE DURINGNORMAL WORKING HOURS.4. RECORD AVAILABILITY: THE PERMITTEES WILL MAKE THE SWPPP, INCLUDING INSPECTION REPORTS,MAINTENANCE RECORDS, AND TRAINING RECORDS, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALSWITHIN THREE DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT COVERAGE AND FOR THREE YEARSFOLLOWING THE NOTICE OF TERMINATION.7.0 POLLUTION PREVENTION MEASURES:1. ANY CONSTRUCTION PRODUCTS AND LANDSCAPE MATERIALS THAT HAVE THE POTENTIAL TO LEACHPOLLUTANTS WILL BE STORED UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENTDISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCHMATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.2)2. PESTICIDES, FERTILIZERS, AND TREATMENT CHEMICALS WILL BE STORED UNDER COVER (E.G., PLASTICSHEETING, TEMPORARY ROOFS, WITHIN A BUILDING, OR IN WEATHER-PROOF CONTAINERS) TO PREVENTDISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCHMATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.3)3. HAZARDOUS MATERIALS AND TOXIC WASTE (E.G., OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINTSOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, ANDACIDS) WILL BE STORED AND DISPOSED OF IN COMPLIANCE WITH MINNESOTA RULES CHAPTER 7045, INCLUDINGSECONDARY CONTAINMENT (AS APPLICABLE). HAZARDOUS MATERIALS WILL BE PROPERLY STORED IN SEALEDCONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGES AND PREVENT PRECIPITATION FROM FALLINGONTO THE CONTAINERS OR STORED HAZARDOUS MATERIALS. (CSW PERMIT ITEMS 2.3 AND 12.4)4. SOLID WASTE WILL BE COLLECTED, STORED, AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINNESOTARULES CHAPTER 7035. THIS INCLUDES STORAGE WITHIN COVERED TRASH CONTAINERS AND DAILY REMOVAL OFLITTER AND DEBRIS. STORAGE OF SOLID WASTE WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENTPOSSIBLE. (CSW PERMIT ITEM 12.5)5. PORTABLE TOILETS WILL BE LOCATED AWAY FROM SURFACE WATERS AND POSITIONED AND SECURED TO THEGROUND SO THEY WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE WILL BE DISPOSED OF INACCORDANCE WITH MINNESOTA RULES, CHAPTER 7041. PORTABLE TOILETS WILL BE PERIODICALLY EMPTIEDAND THE WASTE HAULED OFF-SITE BY A LICENSED HAULER. (CSW PERMIT ITEM 12.6)6. VEHICLE FUELING WILL ONLY OCCUR IN DESIGNATED AREAS. SPILL KITS SIZED APPROPRIATELY FOR THEAMOUNT OF REFUELING TAKING PLACE WILL BE LOCATED. SPILL KITS WILL BE CLEARLY LABELED AND CONTAINMATERIALS TO ASSIST IN SPILL CLEANUP INCLUDING ABSORBENT PADS, BOOMS FOR CONTAINING SPILLS, ANDHEAVY-DUTY PROTECTIVE GLOVES. SPILLS WILL BE REPORTED TO THE MINNESOTA DUTY OFFICER AS REQUIREDBY MINNESOTA STATUTES, SECTION 115.061. (CSW PERMIT ITEMS 2.3 AND 12.7)a. ANY FUEL TANKS BROUGHT ON-SITE WILL HAVE PROPERLY SIZED CONTAINMENT AND WILL NOT BE TOPPEDOFF TO AVOID SPILLS FROM OVERFILLING. FUEL TANKS WILL MEET INDUSTRY STANDARDS (DESIGNED TOHOLD FUEL TYPE, PROPERLY MAINTAINED, NOT ILLEGALLY MODIFIED, NOT MISSING LEAK INDICATORFLOATS FOR DOUBLE WALLED TANKS, SIGHT GAUGES NOT USED, ETC.) OR BE REMOVED FROM THE WORKAREA.b. GUIDELINES FOR SPILL PREVENTION AND RESPONSE INCLUDE:- TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED,INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE;- PERFORM REGULAR PREVENTATIVE MAINTENANCE ON TANKS AND FUEL LINES;- INSPECT PUMPS, CYLINDERS, HOSES, VALVES, AND OTHER MECHANICAL EQUIPMENT ON-SITE FORDAMAGE OR DETERIORATION;- DO NOT WASH OR RINSE FUELING AREAS WITH WATER;- MAINTAIN ADEQUATE SUPPLIES TO CLEAN UP DISCHARGED MATERIALS AND PROVIDE ANAPPROPRIATE DISPOSAL METHOD FOR RECOVERED SPILLED MATERIALS;- REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINNESOTA STATUTES, SECTION115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE; AND- MAINTAIN COPIES OF SAFETY DATA SHEETS (SDSS) FOR HAZARDOUS MATERIALS ON-SITE INLOCATIONS READILY AVAILABLE TO EMERGENCY RESPONDERS.7. IF VEHICLE AND EQUIPMENT WASHING IS NECESSARY, A VEHICLE WASH STATION WILL BE LOCATED IN ADESIGNATED AREA. RUNOFF FROM THE WASHING AREA WILL BE CONTAINED IN A SEDIMENT BASIN AND WASTEFROM THE WASHING ACTIVITY WILL BE PROPERLY DISPOSED OF. ANY SOAPS, DETERGENTS, OR SOLVENTS WILLBE PROPERLY USED AND STORED. ANY DETERGENTS AND OTHER CLEANERS NOT PERMITTED FOR DISCHARGEWILL NOT BE USED. (CSW PERMIT ITEMS 2.3 AND 12.8)8. THE PROJECT WILL NOT RESULT IN CONCRETE OR OTHER WASHOUT ACTIVITIES. IF NECESSARY, A DESCRIPTIONOF THE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOTCONTACT THE GROUND WILL BE ADDED. (CSW PERMIT ITEMS 2.3 AND 12.9)8.0 PERMANENT COVER AND PERMIT TERMINATION CONDITIONS:1. THE AREAS DISTURBED DURING CONSTRUCTION WILL BE STABILIZED WITH PERMANENT COVER UPONCOMPLETION OF WORK. PERMANENT COVER MAY BE VEGETATIVE OR NON-VEGETATIVE, AS APPROPRIATE.ESTABLISHMENT OF PERMANENT COVER MAY INCLUDE THE FOLLOWING ACTIVITIES: SEEDING, MULCHING, ANDEROSION CONTROL BLANKETS. (CSW PERMIT ITEM 5.17)2.FOR A CONSTRUCTION-SITE TO ACHIEVE “PERMANENT COVER”, THE FOLLOWING REQUIREMENTS MUST BECOMPLETED PRIOR TO TERMINATION OF PERMIT COVERAGE: (CSW PERMIT SECTIONS 4 AND 13)a. ALL SOIL DISTURBING CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERMANENT COVER HASBEEN INSTALLED OVER ALL AREAS. VEGETATIVE COVER CONSISTS OF A UNIFORM PERENNIAL VEGETATIONWITH A DENSITY OF 70% OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THEFUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION (SUCH AS IMPERVIOUS SURFACES OR THE BASEOF A SAND FILTER).b. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS, INCLUDING CULVERTS.c. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS HAVE BEEN REMOVED.BMPS DESIGNED TO DECOMPOSE ON-SITE MAY BE LEFT IN PLACE.WITHIN 30 DAYS AFTER THE TERMINATION CONDITIONS ARE COMPLETE, A NOTICE OF TERMINATION (NOT) FORM WILLBE SUBMITTED TO THE MPCA.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-05_SWPPP.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:03 PMREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM WATER POLLUTION PREVENTION PLAN(SWPPP)23101014.04-C-06 D..90% DESIGNNOT FOR CONSTRUCTION.GOPHER STATE ONE CALL:CALL BEFORE YOU DIG.1-800-252-1166PROJECTLOCATIONPROJECT LOCATIONSCALE IN FEET20,00010,0000CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
ST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-9750
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WT L178158208258308358408458158208258308358408450+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00 15+32100' VCPVC STA: 2+00.00PVC ELEV: 833.40PVT STA: 3+00.00PVT ELEV: 831.00
100' VCPVC STA: 10+70.00
PVC ELEV: 836.02
PVT STA: 11+70.00
PVT ELEV: 838.92100' VCPVC STA: 6+60.00
PVC ELEV: 818.00
PVT STA: 7+60.00
PVT ELEV: 820.50 100' VCPVC STA: 5+10.00
PVC ELEV: 820.50
PVT STA: 6+10.00
PVT ELEV: 818.00
0.00%0.20%-5.00%5.00%0.79%NEW FENCE,SEEEXISTING TRAILEXI
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FINISHED TRAIL GRADEEXISTING GROUND1-PLAN: TRAIL MODIFICATIONSNSCALE IN FEET1005002-PROFILE: TRAIL MODIFICATIONSHORIZ. SCALE IN FEET100500100CONSERVATION EASEMENT5VERT. SCALE IN FEETEXISTING TRAILCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:30 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435PROPERTY LINE (TYP)CONSTRUCTION LIMITSSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSPLAN AND PROFILE23101014.04-C-07 D..90% DESIGNNOT FOR CONSTRUCTION.NEW STORM SEWER,SEE SHEET C-19EXISTING NORTH PIPENEW TRAIL,SEENORTH SLOPE REPAIR AREA,SEE SHEET C-17SOUTH AREA CULVERT OUTLETAND STREAMBANK REPAIR,SEE SHEET C-131C-102C-10NEW DRAINAGE CHANNEL WITH TRM,SEE SHEET C-193C-18CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
FG OFFSET2+007908008108208308407908008108208308400 10 20 30 40 500-10-20-30-40-50FG OFFSET2+507908008108208308407908008108208308400 10 20 30 40 500-10-20-30-40-50FG OFFSET3+007908008108208308407908008108208308400 10 20 30 40 500-10-20-30-40-50FG OFFSET3+507908008108208308407908008108208308400 10 20 30 40 500-10-20-30-40-50FG OFFSET4+007908008108208308407908008108208308400 10 20 30 40 500-10-20-30-40-50FG OFFSET4+507807908008108208308407807908008108208308400 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50FG OFFSET5+007807908008108208308407807908008108208308400 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50FG OFFSET5+507807908008108208308407807908008108208308400 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50FG OFFSET6+007507607707807908008108208308407507607707807908008108208308400 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1600-10-20-30-40-50FG OFFSET6+507407507607707807908008108208308407407507607707807908008108208308400 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50FG OFFSET7+007507607707807908008108208308407507607707807908008108208308400 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50NOTE:SEE FOR FURTHER DETAILSON TRAIL SECTIONS, INCLUDING 2% CROSSSLOPE ON TRAIL SURFACE.REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSCROSS SECTIONS23101014.04-C-08 D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:06 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435FINISHED GRADE (TYP.)EXISTING GROUND (TYP.)3:14:12:12:14%4%4%4%4%4%4%4%4%4%4%4%4%4%4%2:12:18:18:18:12C-101C-10CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
FG OFFSET7+507707807908008108208308407707807908008108208308400 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50FG OFFSET8+007807908008108208308407807908008108208308400 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50FG OFFSET8+507807908008108208308407807908008108208308400 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50FG OFFSET9+007908008108208308408507908008108208308408500 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50FG OFFSET9+508008108208308408508008108208308408500 10 20 30 40 500-10-20-30-40-50FG OFFSET10+008008108208308408508008108208308408500 10 20 30 40 500-10-20-30-40-50FG OFFSET10+508008108208308408508008108208308408500 10 20 30 40 500-10-20-30-40-50FG OFFSET11+008108208308408508108208308408500 10 20 30 40 500-10-20-30-40-50FG OFFSET11+508108208308408508108208308408500 10 20 30 40 500-10-20-30-40-50FG OFFSET12+008108208308408508108208308408500 10 20 30 40 500-10-20-30-40-50REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSCROSS SECTIONS23101014.04-C-09 D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:07 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435FINISHED GRADE (TYP.)EXISTING GROUND (TYP.)Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554354%4%2:14%4%4%4%4%4%4%4%4%4%2:12:12:14%4%NOTE:SEE FOR FURTHER DETAILSON TRAIL SECTIONS, INCLUDING 2% CROSSSLOPE ON TRAIL SURFACE.2C-101C-10CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-10_TRAIL SECTIONS AND DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:09 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554351-SECTION: TRAIL MODIFICATION (TYPICAL) - STA. 5+00 TO 7+75NOT TO SCALE10' TRAIL5' MIN. SHOULDER5' MIN. SHOULDER4%6" THICK MnDOT CLASS 5 AGGREGATE BASE, 100% CRUSHED2.0%2H:1V MAX.NORTH SIDE6" TOPSOIL AND SEED (TYP.)EXISTING GROUNDTYPE 5 GEOTEXTILE FABRIC(AT ENGINEER'S DISCRETION)REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRCHANHASSEN, MNTRAIL MODIFICATIONSTYPICAL SECTIONS23101014.04C-10 D..90% DESIGNNOT FOR CONSTRUCTION.SOUTH SIDE4%2-SECTION: TRAIL MODIFICATION (TYPICAL) - STA. 1+75 TO 5+00 AND STA. 7+75 TO 12+00NOT TO SCALE10' TRAIL5' MIN. SHOULDERVARIES - 5' MIN. SHOULDER4%2.0%NORTH SIDE6" TOPSOIL AND SEED (TYP.)EXISTING GROUNDSOUTH SIDE4%3" THICK 3/8" MINUS AGGREGATE SURFACINGCLASS SPECIAL(SEE TABLE 1 FOR GRADATION)PREPARE TOP 12" OF SUBGRADE IN ACCORDANCEWITH MnDOT STANDARD 2112NOTES:TEST ROLL SUBGRADE PRIOR TO AGGREGATEBASE INSTALLATION IN CONFORMANCE WITHMnDOT STANDARD SPECIFICATION 2111.NOTES:TEST ROLL SUBGRADE PRIOR TO AGGREGATEBASE INSTALLATION IN CONFORMANCE WITHMnDOT STANDARD SPECIFICATION 2111.6" THICK MnDOT CLASS 5 AGGREGATE BASE, 100% CRUSHEDTYPE 5 GEOTEXTILE FABRIC(AT ENGINEER'S DISCRETION)3" THICK 3/8" MINUS AGGREGATE SURFACINGCLASS SPECIAL(SEE TABLE 1 FOR GRADATION)3/8" MINUS GRADATION FORAGGREGATE SURFACING(CLASS SPECIAL)SIEVE SIZEPERCENT PASSING3/8"100#470-100#4020-50#20010-30TABLE 11.5'1.5'1.5'1.5'NOTES:1. 3/8" MINUS AGGREGATE SURFACING SHALL BE100% CRUSHED LIMESTONE.2. 3/8" MINUS AGGREGATE SURFACING MUSTCOME FROM KRAEMER MINING & MATERIALS,INC. OF BURNSVILLE, MN., IN ORDER TO MATCHCOLOR OF EXISTING TRAIL.2.0%2.0%PREPARE TOP 12" OF SUBGRADE IN ACCORDANCEWITH MnDOT STANDARD 2112CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
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1-NSCALE IN FEET40200PLAN: SOUTH AREA SLOPE REPAIRSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA SLOPE REPAIRPLAN23101014.04-C-11 D..90% DESIGNNOT FOR CONSTRUCTION.SOUTH CULVERT OUTLET MODIFICATIONS,SEE SHEET C-13PROPOSED DRAINAGE CHANNEL WITH FLEXIBLECONCRETE GEOGRID, SEE SHEET C-19PROPERTY LINE(TYP.)CONSTRUCTION LIMITSREMOVE EXISTING DAMAGED HEADWALLAND SLIP LINE IN EXISTING CULVERTSEE SHEET C-13FLARED END SECTIONSEE SHEET C-13REALIGNED TRAILTURF REINFORCEMENT MAT(CATEGORY 2)SEECLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2LEGENDRIPRAPTURF REINFORCEMENT MATFLEXIBLE CONCRETE GEOGRIDR-041
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1-SCALE IN FEET40200SECTION: SOUTH AREA SLOPE REPAIRSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA SLOPE REPAIRSECTIONS23101014.04-C-12 D..90% DESIGNNOT FOR CONSTRUCTION.EXISTING CULVERTEXISTING GROUNDFINISHED GRADEEXISTING DAMAGED HEADWALLC NEW TRAILLC EXISTING TRAILL2-SCALE IN FEET40200SECTION: SOUTH AREA SLOPE REPAIR2H:1V MAX.EXISTING GROUNDFINISHED GRADEC NEW TRAILLC EXISTING TRAILL0-10-2010 20 30 40 50 60 70 802H:1V MAX.90-30-40100 110 120 130 140 150 160CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
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C2+00C2+37CSTART RIPRAPN: 165126.53E: 562060.20END RIRRAPN: 165112.13E: 561995.35START RIPRAPN: 165070.99E: 561911.86END RIPRAPN: 165026.13E: 561885.99INSTALL RIPRAP STILLING BASIN(BOTTOM EL. 740.85)SEEREMOVE EXISTING DAMAGED HEADWALLSEEPROPERTY LINE(TYP.)CONSTRUCTION LIMITSSLIP LINE EXISTING CULVERTWITH 95" x 67" CMP. INCLUDE 5'MIN. LENGTH INSIDE EXISTINGCULVERT AND 2' MIN. LENGTHOUTSIDE EXISTING CULVERT.SEEINSTALL 95" x 67" FLARED END SECTIONON SLIP-LINED ARCH PIPESEEEXISTING CHANNEL THALWEGPROPOSED DRAINAGE CHANNEL WITHFLEXIBLE CONCRETE GEOGRID,SEE SHEET C-19BOULDER CROSS VANESEEBOULDER CROSS VANESEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-13_SOUTH CULVERT PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 8:41 AM1-SCALE IN FEET40200Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET ANDSTREAMBANK REPAIR PLAN23101014.04-C-13 D..90% DESIGNNOT FOR CONSTRUCTION.NPLAN: SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR17.5'1C-141C-141C-14INSTALL SALVAGED MnDOT CLASS IV RIPRAPAT SLOPE TOE (24" MIN. DEPTH)SEEINSTALL SALVAGED MnDOT CLASS IVRIPRAP AT SLOPE TOE (24" MIN. DEPTH)SEE1C-16MINNESOTA BLUFFS LRT REGIONAL TRAIL1C-162C-151C-151C-15C-142C-143C-144NOTES:1. START AND END COORDINATES FOR SALVAGED RIPRAP AT SLOPETOE DELINEATE EXTENTS ALONG LENGTH OF CHANNEL. VERIFY ALLLOCATIONS IN THE FIELD WITH ENGINEER PRIOR TO INSTALLATION.2. REMOVE DEBRIS IN CHANNEL AS NECESSARY FOR WORK. DEBRISREMOVAL INCIDENTAL TO SALVAGED RIPRAP INSTALLATION.3. MINOR GRADING MAY BE NECESSARY ON SLOPE ABOVE PLACEDSALVAGED RIPRAP. SLOPE SHALL TIE-IN WITH TOP OF RIPRAP.INCIDENTAL TO RIPRAP PLACEMENT.EXISTING STREAM EXTENTSCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
7407457507557607657407457507557607650+001+002+002+377357407507607357407507600102030400-10-20-30-407307407507607307407507600102030400-10-20-30-40CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-14_SOUTH CULVERT REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:20 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..EXISTING 8' SPAN CMPAAPPROX. 25'APPROX. 5'Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET REPAIRPROFILE AND SECTIONS23101014.04-C-14 D..90% DESIGNNOT FOR CONSTRUCTION.FURNISH AND INSTALL 95" x 67" CMP FOR SLIP LININGEXISTING CULVERT. CONTRACTOR TO VERIFY SIZEAND FIT IN THE FIELD AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO ORDERING.SECTION: CMPA CULVERT SLIP LINE1-EXISTING GROUTEDANNULUS (ASSUMED)ORIGINAL CONCRETECULVERTEXISTING 4" SLOTTED PVCUNDERDRAINEXISTING SAND PACKEXISTING GROUTVERIFICATION PORTORIGINAL CONCRETECULVERTEXISTING GROUTINJECTION PORTEXISTING RIPRAPEXISTING GEOTEXTILEEXISTING TIMBER PILESEXISTING GROUTPLACED IN VOID(FEB., 2016)EXISTING GROUNDREMOVE EXISTING CONCRETE HEADWALLFINISHED GRADE2H:1V MAX.FURNISH AND INSTALL95" x 67" GS PIPE APRON5' MIN.2' MIN.INSTALL 3/4"Ø ASTM F1554, GR36, OR A36 THREADED ROD (GALV.).6" MINIMUM EPOXY GROUT EMBED. (6) EA. ROW, EQUALLY SPACEDAROUND CIRCUMFERENCE. CUT ROD FLUSH WITH NUT.FILL ANNULUS WITH CLSM HIGH DENSITYGROUT PER MnDOT 2519.3.A.2INSTALL 24" OF COARSE FILTERAGGREGATE, MnDOT 3149.2.HTYPE 4 GEOTEXTILE FABRIC87"-5.30%-1.00%PROFILE: CULVERT OUTLET AND STREAM CHANNEL4-HORIZONTAL SCALE IN FEET40200VERTICAL SCALE IN FEET20100FLARED END SECTION87"2' EXTENSIONEXISTING GROUNDFINISHED GRADEEL. 752.98EL. 743.85EL. 743.85EL. 740.8530'20'90' (STREAM WIDTH = 30')80' (STREAM WIDTH = 20')30" R270 RIPRAP3'SECTION: STREAM CHANNEL (30' BOTTOM WIDTH)2-SCALE IN FEET20100SECTION: STREAM CHANNEL (20' BOTTOM WIDTH)3-SCALE IN FEET20100EXISTING GROUNDFINISHED GRADE30'36" R470 RIPRAP30" R270 RIPRAPEXISTING GROUNDFINISHED GRADE3:13:13:13:112'12'20'12'12'2.5:18:18:18:14'4'12" B3 GRANULAR BEDDING12" B3 GRANULAR BEDDING36" R470 RIPRAP12" B3 GRANULAR BEDDING12" B3 GRANULAR BEDDINGBOULDER CROSS VANEBOULDER CROSS VANECCCC24"PLACE SALVAGED, CLASS III, OR CLASS IV RIPRAP BENEATHFLARED END SECTION AS NEEDED TO FACILITATE COARSEFILTER AGGREGATE PLACEMENT. THIS RIPRAP MATERIAL ANDPLACEMENT IS INCIDENTAL TO FLARED END SECTION.1'-0"2'-0"2'-0"CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
12'30' US VANE,20' DS VANE12'BOULDER ELEVATIONPOINTVARIES - 4' MINB3 GRANULAR BEDDINGOVERFLOW ELEVATION4'-6' AVERAGE DIAMETERFIELDSTONE BOULDERSA-SECTION: BOULDER CROSS VANENOT TO SCALENOT TO SCALEB-SECTION: BOULDER CROSS VANE 3H:1V3H:1VRIPRAP(36" R470 US VANE,30" R270 DS VANE)12" B3 GRANULAR BEDDINGEXISTING SUBGRADENOTES:1. CROSS VANE LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND MAY BEMODIFIED IN THE FIELD BY THE ENGINEER.2. FINAL BOULDER PLACEMENT TO BE APPROVED BY THE ENGINEER IN THE FIELD.CONTRACTOR MAY BE REQUIRED TO ADJUST BOULDER ELEVATIONS AND ROTATION.3. THERE SHALL BE NO GAPS BETWEEN BOULDERS. RIPRAP BEDDING SHALL BEPLACED ON THE UPSTREAM SIDE OF THE BOULDERS TO PLUG SMALL GAPS (MAYREQUIRE HAND PLACEMENT).4. BOULDERS OF AN UNSUITABLE SHAPE MAY BE RE-LOCATED OR REJECTED.5. INSTALL EROSION CONTROL BLANKET ON DISTURBED BANKS.FLOW1-DETAIL: BOULDER CROSS VANE NOT TO SCALE18"12"TOE OF BANKBOULDER ELEVATIONPOINTTOP OF BANK4'-6' AVERAGE DIAMETERFIELDSTONE BOULDERSE312" APPROX.E2E1E3E2RIPRAP(36" R470 US VANE,30" R270 DS VANE)10'10'℄ CHANNEL (THALWEG)A-FLOW30°APPROX 30°APPROX12'30' US VANE20' DS VANE12'-BRIPRAP ANDGRANULAR FILTERTOP OF BANKTOP OF BANK2-7% UPWARD SLOPEE1E24'-6' AVERAGE DIAMETERFIELDSTONE BOULDERS10'10'TOE OF BANKTOE OF BANK2-DETAIL: STILLING BASINNOT TO SCALEPLAN VIEWSECTION VIEW D9'10'9'30'D-1330'3'EXISTING GROUNDSECTION VIEW CC-TIE INTO EXISTINGSTREAM CHANNEL3:1
20'20'3:13:1
3:11%12'20'131%BOTTOM EL. 740.85EL. 743.85EL. 743.8530" R270 RIPRAP12" B3 GRANULAR BEDDING13133'BOTTOM EL. 740.8528'EXISTING GROUND30" R270 RIPRAP12" B3 GRANULAR BEDDINGFLOWFLOWCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-14_SOUTH CULVERT REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:55 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET REPAIRSECTIONS AND DETAILS23101014.04-C-15 D..90% DESIGNNOT FOR CONSTRUCTION.BOULDER ELEVATION POINTSELEV. E1 ELEV. E2 ELEV. E3US VANE754.30 750.30 754.30DS VANE747.80 743.80 747.80CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
3' MIN.2.5H
:1VEXCAVATED STREAM BED MATERIAL (COMPACT)8" THICK Mn/DOT GRANULAR FILTER24" THICK SALVAGED RIPRAP(MnDOT CLASS IV)TOPSOIL AND SEEDEXISTING SLOPEFILL WITH EXCAVATEDSTREAM BED MATERIALEXISTING STREAM BED2' MIN.1-DETAIL: RIPRAP TOE PROTECTIONNOT TO SCALEEXISTING TOE OF BANKCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-16_STREAMBANK REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:56 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTREAMBANK REPAIRDETAIL23101014.04-C-16 D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
780780790790800800810810 8108108
2
0
8
2
0 820820830830830830840840840840790790800800810810820820820820820820830830 830830830830840840840840820820830830840840850850860860850850
7907908008002+00N0+00N1+00N13+00T14+00T15+00T15+33T8128128148148168168188208227
8
0
7
9
0
8
0
0
810820PROPOSED STORM SEWERSEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-17_NORTH AREA GRADING.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:35 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..1-PLAN: NORTH AREA SLOPE REPAIRNMINNESOTA BLUFFS LRT REGIONAL TRAILSCALE IN FEET40200POTENTIAL ACCESS ROUTEREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNNORTH AREA SLOPE REPAIRPLAN23101014.04-C-17 D..90% DESIGNNOT FOR CONSTRUCTION.PROPERTY LINEEXISTING WETLANDEXTENTSCONSERVATION EASEMENTBOUNDARYCONSTRUCTION LIMITSPROTECT EXISTING HEADWALLPROPERTY LINEPROTECT EXISTING FENCEFILL EXISTING 18" DIP WITH GROUTAND ABANDON IN PLACE,SEE C-181C-18INSTALL NEW CHAINLINK FENCESEECRUSHED VIRGIN CLASS III RIPRAP1C-193C-182C-18EXISTING I.E. 810.9(VERIFY IN FIELD PRIOR TODOWNSTREAM GRADING)FILL AREA TO EL. 810.9(COMMON EMBANKMENT)POTENTIAL ACCESS ROUTECLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
7727757807857907958008058108158208258308358408457727757807857907958008058108158208258308358408450+000+200+400+600+801+001+201+401+601+802+00FINAL GRADECONCRETE FOOTING (TYP.)3-DETAIL: WIRE FENCE DESIGN VINYL COATED6'-0"3'-0"NOT TO SCALE6" TYP.2'-6"
3"10'-0" MAX.CENTER TO CENTER12"END POST/PULL POST1 2LINE POST 1 3TOP RAIL 1 4 7CHAIN LINK FABRIC 1 6BOTTOM RAIL 1 4 74'-6"
3"ALTERNATE LINEPOST ANCHORAGENOTES:1.100% BONDED VINYL COATED - "BLACK", GALVANIZED 6GAGE.2.TERMINAL POSTS 9' END, CORNER OF PULL POST - 3" O.D.BLACK PIPE.3.LINE POSTS 9' x 2-1/2" SS 40.4.TOP RAIL SHALL BE 1-5/8" SS 30.5.ALL FITTING, TIES, LOOP CAPS, AND COMPONENT PARTSSHALL BE VINYL COATED "BLACK".6.CHAIN LINK FABRIC SHALL BE 2" MESH WITH KNUCKLEDSELVAGE TOP AND BOTTOM.7.FABRIC SHALL BE TIED BELOW TOP RAIL EVERY 12".8.FENCE SHALL BE GROUNDED.9.FENCE ALIGNMENT SHALL BE OFFSET 4' FROM EDGE OFTRAIL.10.REVIEW FENCE ALIGNMENT/EXTENTS WITH ENGINEERPRIOR TO INSTALLATION. ENGINEER MAY ALTER FENCEALINGMENT/EXTENTS.78079080081078079080081001020300-10-20-30EXISTING GROUNDCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-18_NORTH AREA REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 1:05 PMGGN M:\Design\23101014.00\2310101400_Drawing_N2-OPT2_NORTH AREA - STORM SEWER PLAN & PROFILE.dwg Plot at 0 04/06/2016 16:05:35.Xrefs in Drawing - M:\Design\23101014.00\2310101400_BASE_EXISTING-IMAGE.dwg M:\Design\23101014.00\2310101400_BASE_EXISTING-Planimetric.dwg M:\Design\23101014.00\2310101400_Base-Design-Planimetric.dwg M:\Design\23101014.00\2310101400_BASE_Borings(Carver County Coord).dwg
1-PROFILE: NORTH AREA SLOPE REPAIRSCALE IN FEET10020REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNNORTH AREA SLOPE REPAIRPROFILE, SECTION, AND DETAIL23101014.04-C-18 D..90% DESIGNNOT FOR CONSTRUCTION.ABANDON EXISTING 18" DIP INPLACE WITH FLOWABLE FILLGROUTPROTECT EXISTINGHEADWALL1.5:1
CRUSHED VIRGIN CLASS III RIPRAPEXISTINGPROPERTYLINECAP EXISTING 18" DIPPLUG WITH MANUFACTURED PLUG OR CAP SPECIFICALLYDESIGNED AND MANUFACTURED TO BE USED WITH TYPEOF PIPE (18" DIP) BEING ABANDONED OR BULKHEAD ENDWITH CEMENT GROUT PRIOR TO ABANDONING PIPE WITHFLOWABLE FILL.5'2-SECTION: NORTH AREA SLOPE REPAIR (STA. 0+43)SCALE IN FEET10020EXISTING GROUNDFINISHED GRADECRUSHED VIRGIN CLASS III RIPRAPNNNNNNNNNNNFINISHED GRADEFINISHED GRADEEL. 810.9FILL AREA (COMMON EMBANKMENT)CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
9+15S0+00S1+00S2+00S3+00S4+00S5+00S6+00S7+00S8+00S9+00S820820818818822822812812812812814814814814816816816816750750 750750760760 770770780780790790800800800800810810820820820820830830830830800800
810810
820820
83
0
83
0
830830830830
840840
8108108208208308308408408508508608608
2
0
8
2
0 830830830830840840840840750750760760 770770 780780790790800800810810760760770770
7
8
0
7
8
0
7
9
0
7
9
0
8008008108108108108208208
1
0
8
1
0
8
0
8
8
0
8
812812812812ST-3ST-6PZ-1ST-1SB-5SB-6ST-7ST-8ST-97357407457507557607657707757807857907958008058108158208258308358408457357407457507557607657707757807857907958008058108158208258308358408450+001+002+003+004+005+006+007+008+009+009+158.49%17.00%PVI STA = -0+09.59PVI EL = 752.00PVI STA = 1+65.28PVI EL = 766.84
PVI STA = 3+42.73
PVI EL = 797.01
PVI STA = 4+72.41
PVI EL = 805.896.84%REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELPLAN AND PROFILE23101014.04-C-19 D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-19_STORM SEWER PLAN AND PROFILE.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 12:46 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435EXISTING CMPA
1-NSCALE IN FEET60300CONSTRUCTION LIMITSSOUTH SLOPE REPAIRSEE SHEET C-11MINNESOTA BLUFFS LRT REGIONAL TRAILCONSERVATION EASEMENTTRAIL MODIFICATIONSSEE SHEET C-07PLAN: STORM SEWER AND DRAINAGE CHANNELBEATRICE I.ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING FIBER OPTIC LINE2-HORIZONTAL SCALE IN FEET60300PROFILE: STORM SEWER AND DRAINAGE CHANNELVERTICAL SCALE IN FEET30150EXISTING GROUNDFINISHED GRADEPROPOSED DRAINAGE CHANNELSEE1C-2124" HDPE STORM SEWER -DIRECTIONAL DRILLED302 LF - 24" HDPE @ 1.57%(INSTALL USING DIRECTIONALDRILLING METHODS)24" CAS PIPE APRON(IE. 810.50)24" CAS PIPE APRON2.5:1RIPRAP STILLING BASINPROPOSED DRAINAGE CHANNEL WITHFLEXIBLE CONCRETE GEOGRIDSEE1C-21ROCK CHECK (TYP.)SEE2C-20RIPRAP STILLING BASINSEE1C-2024" CAS PIPE APRON(IE. 805.75)ROCK CHECK (TYP.)SPACED APPROX.EVERY 50'FILL AREA TO 810.9FILL AREAEL. 810.900.61%NOTES:1. INSTALL 24" HDPE AND NEW CHANNEL PRIOR TO PLUGGINGEXISTING NORTH 18" UNDER TRAIL EMBANKMENT.2. ENSURE VEGETATION IS AT LEAST 70% ESTABLISHED IN NEWCHANNEL PRIOR TO ALLOWING FLOW.3. INTLALL SEED , BLANKET, AND MULCH ONCE PROJECTDISTURBANCE IS COMPLETE AND IN ACCORDANCE WITHRESTORATION DESIGN/SPECIFICATIONS.24" CAS PIPE APRONSSSSSSSSSS SFINISHED GRADEPOTENTIAL ACCESS ROUTEST-3ST-6ST-7ST-8ST-9CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2ROCKCHECKSTATIONROCK CHECKTOP ELEV.10+27756.3020+82760.9731+39765.8041+96743.6352+52783.1563+09792.8473+62799.5584+13802.92
DIA.L41411-FLARED END SECTIONFLOWE 2'NOTES:PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE ASPECIAL DESIGN.REQUIREMENTS FOR RIPRAP SIZE AND THICKNESS ANDFILTER BLANKET SHALL BE DESIGNATED IN THE PLANS.1.FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'.2.DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND3110.SECTION: RIPRAP OUTFALL-RIPRAP1'B-AMnDOT GRANULARFILTER MATERIAL1RIPRAPMnDOT GRANULARFILTER MATERIAL1'12'A--B--SECTION: RIPRAP OUTFALLNOT TO SCALEDETAIL: RIPRAP OUTFALLNOT TO SCALENOT TO SCALETABLE OF QUANTITIESRIPRAP AT PIPE OUTLETSCLASS IId50 = 6"CLASS IIId50 = 9"CLASS IVd50 = 12"DIA. OFROUNDPIPE (IN.)L(FT.)12" DEPTHRIPRAP(CU. YD.)6" DEPTHGRANULARFILTER(CU. YD.)18" DEPTHRIPRAP(CU. YD.)9" DEPTHGRANULARFILTER(CU. YD.)24" DEPTHRIPRAP(CU. YD.)12" DEPTHGRANULARFILTER(CU. YD.)24125.52.88.34.211.05.52'2'2MnDOT CLASS IV RANDOMRIPRAP AND MnDOTGRANULAR FILTERCLASS IV RIPRAP6'10'36"2:1
2
:
1 2:12:1CLASS IV RIPRAPFLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)DETAIL: ROCK CHECKNOT TO SCALEA-SECTION: ROCK CHECK NOT TO SCALE6'12"B-SECTION: ROCK CHECK NOT TO SCALEFLOWFLOWCLASS IV RIPRAPB-24"OVERFLOWELEVATION5'-2A-FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)12"2'NOTES:1.CUT FLEXIBLE CONCRETE GEOGRID AT EACH ROCK CHECKAS NECESSARY TO IMPROVE GEOGRID FLEXIBILITY ANDFORM TRENCH FOR ROCK CHECK.2.PROVIDE MINIMUM OF 3-FT. OVERLAP OF GEOGRID ATBREAK BELOW ROCK CHECK WITH UPSTREAM GEOGRIDLAYER PLACED ON TOP OF DOWNSTREAM GEOGRID.3.VERIFY INSTALLATION AND REQUIRED STAKING WITHMANUFACTURER PRIOR TO INSTALLATION.PROVIDE MIN. 3-FT. OVERLAPAT BREAK BELOW ROCK CHECKCULVERT INVERTREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELSECTIONS AND DETAILS23101014.04-C-20 D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-20_STORM SEWER DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 9:00 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
10'4'2'4'2'2'SLOPE AND WIDTH VARY1-SECTION: DRAINAGE CHANNEL NOT TO SCALESEE DETAIL 2 FOR KEY6" MIN. TOPSOIL WITH SEED ANDCATEGORY 3 EROSION CONTROLBLANKET. EXTEND EROSIONCONTROL BLANKET 10' MIN. FROMEDGE OF FLEXIBLE CONCRETEGEOGRID.FLEXIBLE CONCRETE GEOGRIDNOTES:1.ALL FLEXIBLE CONCRETE GEOGRID TO BE FLEXAMAT OR APPROVED EQUAL.2.FLEXIBLE CONCRETE GEOGRID IS TO BE LAID IN A SHINGLED MANNER SO THE UPSTREAM ROW IS LAIDOVER THE TOP OF THE DOWNSTREAM ROW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'SGUIDELINES.3.FOR GENERAL INSTALLATION INFORMATION SEE DETAIL 2.4.PLACE TOPSOIL PRIOR TO INSTALLATION OF FLEXIBLE CONCRETE GEOGRID AND GRADE TO BESMOOTH PER MANUFACTURER GUIDELINES.216" MIN. TOPSOIL AND SEED BELOWFLEXIBLE CONCRETE GEOGRIDCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-20_STORM SEWER DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 3:27 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELSECTIONS AND DETAILS23101014.04-C-21 D..90% DESIGNNOT FOR CONSTRUCTION.DETAIL: FLEXIBLE CONCRETE GEOGRID INSTALLATION (FLEXAMAT OR APPROVED EQUAL)NOT TO SCALE-2CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
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830830830830830830 830830840840840840CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-01_RESTORATION PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 3:21 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: SEEDING NSCALE IN FEET120600WOODLAND EDGE SOUTH SEED MIX(MnDOT 36-211)SYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURRESTORATION NOTES:1. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIESSHALL BE DECOMPACTED TO A MINIMUM DEPTH OF 12", STABILIZED ANDRESTORED WITH A MINIMUM OF 6 INCHES OF TOPSOIL, SEED WITH COVERCROP, AND EROSION CONTROL BLANKET OR STRAW MULCH. THETOPSOIL USED FOR RESTORATION MAY BE STOCKPILED FROM GRADINGAREAS.2. SEED ANY DISTURBED AREAS OUTSIDE THE CONSTRUCTION LIMITS WITHTHE SPECIFIED SEED MIX.3. ANY EXOTIC INVASIVE PLANTS AND WEEDS WITHIN THE SEEDING AREASSHALL BE SPRAYED WITH HERBICIDE 14 DAYS PRIOR TO SEEDING.SIGNAGE INDICATING THE USE OF HERBICIDES MUST BE POSTED ON SITE.4. ALL HERBICIDE APPLICATION SHALL BE APPLIED BY A LICENSEDAPPLICATOR WITHIN THE STATE OF MINNESOTA.5. SEED IN ACCORDANCE WITH THE SPECIFICATIONS. SEEDING IS TO TAKEPLACE IMMEDIATELY FOLLOWING FINAL GRADING AND SOIL PLACEMENTTO PREVENT EROSION AND COMPACTION.6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASEOF ANY DISCREPANCIES BETWEEN THIS DETAIL, PLANS, ORSPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN.REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSEEDING PLAN23101014.04-R-01 D..90% DESIGNNOT FOR CONSTRUCTION.NATIVE CONSTRUCTION SEED MIX(MnDOT 32-241)REALIGNED GRAVEL TRAILSTORMWATER SOUTH SEED MIX(MnDOT 33-261)WET PRAIRIE SEED MIX(MnDOT 34-262)RIPRAPPROPOSED TRAILCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2CLEARING LIMITS
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CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-02_PLANTING PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 1:46 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: EROSION CONTROL BLANKET MULCH PLAN NRIPRAPSYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEROSION CONTROL BLANKET ANDMULCH PLAN23101014.04-R-02 A..90% DESIGNNOT FOR CONSTRUCTION.REALIGNED GRAVEL TRAILSCALE IN FEET120600CLIENTBIDCONSTRUCTION12/13/19----------------------------------A B C 0 1 2 3FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)EROSION CONTROL BLANKET(MnDOT CAT. 3N)DISK ANCHORED MULCHCLEARING LIMITSCLEARING LIMITS
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CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-02_PLANTING PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 1:52 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: EROSION CONTROL BLANKET AND TREE PLANTING PLAN NRIPRAPSYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURNOTES:1. ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURINGCONSTRUCTION SHALL BE REPLACED AT A 1:1 RATIO.2. ESTIMATED TREE REPLACEMENT QUANTITIES ARE PROVIDED IN THE TREEPLANTING SCHEDULE FOR BIDDING PURPOSES.3. ACTUAL TREE REPLACEMENT QUANTITY WILL VARY FROM THE PLANTINGSCHEDULE BASED ON NUMBER AND SPECIES OF TREES REMOVED DURINGCONSTRUCTION.4. BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATERTHAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION TODETERMINE TREES TO BE PLANTED.5. APPROXIMATE AREAS FOR TREE PLANTING ARE SHOWN ON THE PLAN VIEW. FIELDSTAKE LOCATIONS OF PROPOSED TREES IN THE FIELD FOR REVIEW ANDAPPROVAL BY ENGINEER PRIOR TO PLANTING.REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTREE PLANTING PLAN23101014.04-R-03 A..90% DESIGNNOT FOR CONSTRUCTION.REALIGNED GRAVEL TRAILSCALE IN FEET120600CLIENTBIDCONSTRUCTION12/13/19----------------------------------A B C 0 1 2 3Common NameBotanic NameSizeSpacing (ft)Replacement% of TotalRemovedQuantity(Estimated)IronwoodOstrya virginiana #10 Cont. 10 O.C.4%TBDDowny ServiceberryAmelanchier arborea#10 Cont. 10 O.C.3%TBDAmerican LindenTilia americana#10 Cont. 15 O.C.8%TBDNorthern Pin OakQuercus ellipsoidalis#10 Cont. 15 O.C.3%TBDSugar MapleAcer saccharum#10 Cont. 15 O.C.50%TBDRed OakQuercus rubra#10 Cont. 15 O.C.3%TBDHackberryCeltis occidentalis#10 Cont. 10 O.C.10%TBDNorthern Strain RedbudCercis canadensis#10 Cont. 15 O.C.2%TBDSwamp White OakQuercus bicolor#10 Cont. 15 O.C.3%TBDBlack CherryPrunus serotina#10 Cont. 10 O.C.4%TBDCottonwoodPopulus deltoides#10 Cont. 15 O.C.10%TBDTotalTBD2-TABLE: ESTIMATED TREE PLANTING SCHEDULETREE PLANTING NOTES:1. REMOVE DEAD OR DAMAGED BRANCHES.RETAIN THE NATURAL FORM OF PLANT. DO NOTCUT THE LEADER2. IF ROOT FLARE IS NOT EXPOSED WITHIN THECONTAINER EXCAVATE SURFACE SOIL TO BASEOF ROOT FLARE.3. DIG PLANT HOLES 6" MIN. LARGER THAN ROOTMASS, ALL SIDES.4. SCARIFY BOTTOM AND SIDES OF HOLE PRIORTO PLANTING5. SET TREE ON LIGHTLY FIRMED BACKFILL SOILSO ROOT FLARE IS EVEN WITH FINISH GRADE.6. BACKFILL WITH PLANTING SOIL AND FIRM SOILAROUND ROOT MASS TO MAINTAIN PLUMB ANDENSURE NO AIR GAPS AROUND ROOT MASS.7. CONSTRUCT 3" WATERING BASIN. THOROUGHLYWATER WITHIN 3 HOURS OF INSTALLATION.8. PLACE SHREDDED HARDWOOD MULCH (MN/DOTSPEC 3882.2 TYPE 6 - WEED SEED FREESHREDDED HARDWOOD.) TO A RADIUS OF 24"AND TO A DEPTH OF 3" AROUND TREE (SOILPREPARED AS PER PLAN).9. NO MULCH TO BE IN CONTACT WITH BASE OFPLANT.10. CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITIONTHROUGHOUT THE GUARANTEE PERIOD.11. CONTRACTOR TO WATER AS NECESSARYTHROUGHOUT GUARANTEE PERIOD TOMAINTAIN IN A HEALTHY CONDITION. AT THEEND OF THE GUARANTEE PERIOD ALL TREESTHAT ARE DEAD OR DETERMINED UNHEALTHYOR UNSIGHTLY SHALL BE REPLACED ATCONTRACTOR'S EXPENSE.DETAIL: TREE PLANTING3-NOT TO SCALETREE PER SCHEDULE3" SHREDDEDHARDWOOD MULCH(INCIDENTAL TO TREEINSTALLATION)BACKFILL SOILEXISTING SUBGRADEFINISH GRADETYP.ROOT FLARE, TO BE AT GRADEAND NOT COVERED WITH MULCHOR SOULPRUNE AND REMOVEADVANTAGEOUS AND FIBROUSROOTS ABOVE ROOT FLARE24" MIN.FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)TREE PLANTING AREACLEARING LIMITSCLEARING LIMITS
12"12"CHECK SLOT NOTES:1. SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOIL.2. CHECK SLOTS TO BE PLACE EVERY 25' ALONG FLOW LINE.WATER FLOWANCHOR TRENCH NOTES:1. SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOIL.2. FOR SLOPES, CONSTRUCT TOP ANCHOR TRENCH 2 FT. BEYOND CREST OFSLOPE.30" MIN.12"12"INTERMITTENT CHECK SLOTTOP ANCHOR TRENCHTRM ANCHOR PATTERNWATER FLOW2 FT.2 FT.
4 FT.ANCHOR NOTES:1. PLACE ANCHORS ACCORDING TO THE ABOVE PATTERN.2. OVERLAP BETWEEN ROLLS IS 6 IN. MINIMUM.3. SPLICE BETWEEN ROLLS IS 18 IN. MINIMUM4. ALWAYS INSTALL DOUBLE ROW OF PINS SPACED 12" APART AT ALL ROLLSPLICES.5. INSTALL PINS DOWN THE CENTER OF EACH MAT STAGGERING THE OUTSIDEPINS.6. ANCHORS SHALL BE AT MINIMUM 12 IN. STEEL NAILS WITH 1-1/2 IN.WASHERS OR 12 IN. U-SHAPED WIRE STAPLES. LONGER ANCHORS MAY BEREQUIRED FOR LOOSE SOILS. ANCHORS MUST PROVIDE SUFFICIENTGROUND PENETRATION TO RESIST PULLOUT.ANCHORS (TYP)TRM INSTALLATION NOTES:1. PLACE A MINIMUM OF 4 IN. OF TOPSOIL ON SLOPE.2. PLACE APPROXIMATELY 50% OF THE SPECIFIED SEED AND RAKE SEED INTO SOIL PRIORTO PLACEMENT OF TRM.3. INSTALL AND ANCHOR TRM AS SHOWN AND AS SPECIFIED.4. PLACE ADDITIONAL TOPSOIL (PULVERIZED, DRY, LOOSE) OVER TRM ROUGHLY 1 IN. THICKOR UNTIL THE TRM IS BARELY VISIBLE.5. APPLY REMAINING 50% OF SEEDING ON TOP OF SOIL FILLED TRM AND LIGHTLY RAKE INTOSOIL USING THE FLAT SIDE OF A RAKE.6. HYDROMULCH MAY BE SUBSTITUTED FOR THE APPROACH IN STEP 5.TURF REINFORCEMENT MAT(TRM)TURF REINFORCEMENT MAT(TRM)ANCHORANCHORS (TYP)NOT TO SCALEDETAIL: TURF REINFORCEMENT MAT-1NOTE:1. SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOILEDGE TERMINATION ANCHOR TRENCHWATER FLOW12"12"ANCHORS (TYP.)TURF REINFORCEMENT MAT (TRM)REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNRESTORATION DETAILS23101014.04-R-04 D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-04_RESTORATION DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 1:46 PMrlg M:\Design\23101014.00\2310101400_Drawing_D 4_Erosion Control Details.dwg Plot at 0 12/21/2015 16:08:36..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------A B C D 0 1 2
APPENDIX C
Threatened and Endangered Species Review Memorandum
Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com
Technical Memorandum
To: File
From: Tyler Conley
Subject: Threatened and Endangered Species Review
Date: 12/05/2019
Project: Chanhassen Slope Failure Project
Barr Engineering Co. (Barr) has completed a threatened and endangered species desktop review for the
Hennepin County Regional Railroad Authority (HCRRRA) Slope Failure Project. The project area consists of
9.58 acres centered on the Minnesota River Bluffs LRT Regional Trail. Located within the City of
Chanhassen and City of Eden Prairie Minnesota, Section 23, T116W, R23N.
Federally listed species are protected by the federal government under the Endangered Species Act and
require consideration for projects involving federal permits. State listed species are protected under
Minnesota’s Endangered and Threatened Species Law and must be considered for state level permitting
requirements. The project area was reviewed for federal and state listed species and their associated
habitats that may be found in the project area. This desktop review was completed in November 2019
using a combination of data available from the United States Fish and Wildlife Service (USFWS) and the
Minnesota Department of Natural Resources (MNDNR).
1.1 Federally listed species
The USFWS Information, Planning, and Conservation System (IPaC) identified two federally listed species
as occurring within the project area, the northern long-eared bat (Myotis septentrionalis; federally
threatened) and the Rusty patched bumble bee (Bombus affinis; federally endangered). No designated
critical habitat for any federally listed species is located within the project area.
The northern long-eared bat inhabits caves, mines, and forests. According to the MNDNR, the nearest
hibernacula is over 6.7 miles southwest of the project area, and no maternity roost trees have been
identified within the vicinity of the project area. To minimize the potential impact on the species tree
clearing will be conducted between November 1 and March 31. Therefore, project clearing activites
completed prior to April 1, 2020 are anticipated to have no effect on northern long-eared bat.
Rusty patched bumble bees are typically found in grasslands with flowering plants from April through
October. They are typically nesting in underground and abandoned rodent cavities or clumps of grasses
above ground as nesting sites. During the winter months, queens typically overwinter in underground
cavities in upland forests dominated by maple-basswood or oak-hickory trees. The project area is
located within USFWS designated High Potentail Zone for the rusty patched bumble bee. The USFWS
Section 7 guidance recommends USFWS consultation for projects located within the High Potential zone.
To: File
From: Tyler Conley
Subject: Threatened and Endangered Species Review
Date: 12/05/2019
Page: 2
\\barr.com\projects\Mpls\23 MN\10\23101014 Landslides in Chanhassen HCRRA\_04 Chanhassen Slope Failure Const Plans\WorkFiles\Permitting\Wetland\Appendix C
TE\ChanhasssenTE Memo technicalV3.docx
1.2 State-listed species
Barr Engineering Co. (Barr) has a license agreement (LA-898) with the MNDNR for access to the Natural
Heritage Information System (NHIS) database, which was queried in November 2019 to determine if any
rare species could potentially be affected by the proposed Project. Two state-listed species have been
previously recorded within the project area; American ginseng (Panax quinquefolius), and smooth rock
cress (Boechera laevigata). In addition, the NHIS database identified five, state-endangered, threatened,
special concern or watchlist species have been documented within one mile of the proposed project area
(Table 1). Five native plant communities were also noted.
Table 1 Rare Species Documented within One Mile of Proposed Project Area According to
MNDNR NHIS
Common Name Scientific Name
Federal
Status State Status Habitat1
Kitten-tails Besseya bullii N/A Threatened
Primarily found in oak savanna communities, though it occurs in dry prairies and oak woodlands. Plants show a preference for partial to open light and upper slopes. Some populations exhibit a preference for less xeric north facing slopes in prairie habitats. Soils are most often sandy to gravelly, well-drained soil derived from alluvium or limestone.
Smooth Rock Cress Boechera laevigata N/A Special concern Found to occur on slopes in mesic deciduous forests.
Lark Sparrow Chondestes grammacus N/A Special concern Typically in dry short prairie grasslands in areas with sand or gravel spoils with some
bare ground and scattered trees.
American Ginseng Panax quinquefolius None Special concern Typically found in well-developed forest soil, mesic loamy soil.
Gophersnake Pituophis catenifer None Special concern Prefers well-drained, loose sandy and gravel soils.
1: Habitat information obtained from MDNR Rare Species Guide: https://www.dnr.state.mn.us/rsg/index.html
Kitten tails is the only state listed threatened species identified within one mile of the project area. Primary
habitat for the species consists of oak savanna communities on north facing slopes. No such habitat is
present within the project area. The majority of the project area is densely wooded deciduous forest with
a southeast facing slope. No dry prairie is present. Therefore it is unlikely for the species to be located
within the project area. The remaining state listed species are listed as species of special concern. These
species are monitored by the DNR but are not protected under state law.
APPENDIX D
SHPO Historical/Architectural Resource CR-CHC-049
Memorandum
Technical Memorandum
To: Jessica Galatz
From: Joel Swenson
Subject: SHPO Historical/Architectural Resource CR-CHC-049
Date: 09/15/2015
Project: 23101014.00/004-100
c: Kristin Alstadt
As part of finalizing Task 2 and moving into final design, Task 3, the HCRRA (Hennepin County Regional
Rail Authority) and the Barr design team needed to understand the existence and extents of any wetlands
or fens within HCRRA right-of-way. This would include anything that would impact the design option
selected by HCRRA. A preliminary desktop review of the site was performed by Barr staff in February,
2015. A complete wetland delineation was recently performed June 17, 2015. A report summarizing the
preliminary and final wetland delineation findings was submitted to the HCRRA in July.
In addition to the wetland delineation, the Minnesota State Historical Preservation Office was contacted
by Barr staff to perform a database search for potential historical and archaeological resources within this
area of Section 25 and 36, of Township 116, Range 23 in the City of Chanhassen within Carver County.
According to the SHPO database, a historic feature (CR-CHC-049) is placed south of the landslide as
shown on Figure 1 (also attached).
Figure 1. Historical/Architectural resource database results
To: Jessica Galatz
From: Joel Swenson
Subject: SHPO Historical/Architectural Resource CR-CHC-049
Date: 09/15/2015
Page: 2
P:\Mpls\23 MN\10\23101014 Landslides in Chanhassen HCRRA\WorkFiles\Wetland Evaluation\SHPO\Technical Memorandum_SHPO.docx
The Historic feature is listed as a house (highlighted in yellow in Figure 2).
Figure 2. Historical/Architectural Inventory
To further investigate the potential for cultural resources within the project area or vicinity, Barr staff
scheduled a visit to the SHPO office to pull the file for this Inventory Number CR-CHC-049. Upon arriving
at the office, it was determined that a file had not been created for this inventory number as of the
afternoon of July 10, 2015. Julie Hillenbrand (a grant process facilitator at SHPO) left a voicemail with Barr
staff KNA the next morning on July 11, 2015 stating that their independent contractor who they hire to
create the files has not provided them with any documentation for this inventory number. Julie and Tom
Cinadr (property information/database searches at SHPO) both indicated that they had no idea when they
expected to receive files for this inventory number.
PLANNING COMMISSION STAFF
REPORT
Tuesday, January 21, 2020
Subject Approve Planning Commission Minutes dated December 3, 2019
Section APPROVAL OF MINUTES Item No: C.1.
Prepared By Nann Opheim, City Recorder File No:
PROPOSED MOTION:
The Chanhassen Planning Commission recommends approval of the minutes from their December 3, 2019 meeting.
ATTACHMENTS:
Planning Commission Summary Minutes dated December 3, 2019
Planning Commission Verbatim Minutes dated December 3, 2019
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
SUMMARY MINUTES
DECEMBER 3, 2019
Chairman Weick called the meeting to order at 7:00 p.m.
MEMBERS PRESENT: Steve Weick, Mark Randall, John Tietz, Michael McGonagill, and
Laura Skistad
MEMBERS ABSENT: Mark Undestad and Doug Reeder
STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff,
Senior Planner; and Erik Henricksen, Project Engineer
PUBLIC HEARING:
CONSIDER A RFQUEST FOR A SUBDIVISION WITH VARIANCES AT 6760
MINNEWASHTA PARKAY (BOYLAN SHORES).
Sharmeen Al-Jaff and Erik Henricksen presented the staff report on this item. Commissioner
McGonagill asked for clarification on the access, layout of this property in conjunction with the
properties to the north and south, and stormwater runoff issues. The applicant Harold Worrell,
3835 Meadowview Terrace, St. Bonifacius described his plans for development of this 3 lot
subdivision. Marty Campion, the project engineer addressed stormwater drainage issues.
Chairman Weick opened the public hearing. No one spoke and the public hearing was closed.
After comments from Commissioner members the following motion was made.
Randall moved, Tietz seconded that the Planning Commission recommends the City
Council approve the preliminary plat to subdivide 2.71 acres into three lots and four
outlots and a variance to allow a private street and lots to be bisected by a public street as
shown in plans stamped “Received November 1, 2019”, subject to the following conditions
and adoption of the findings of fact and decision recommendation:
SUBDIVISION
Engineering:
1. The installation of a contiguous curb consistent with the Minnewashta Parkway corridor
shall be constructed where the existing driveway access is located (see City Detail Plate
#5203) immediately after the construction entrance at the location has been permanently
removed.
Planning Commission Summary – December 3, 2019
2
2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail
along the west side of Minnewashta Parkway. This ROW shall align with the newly
subdivided property to the north to ensure continuity and will be reviewed and approved
by the city prior to recording of final plat.
3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created
lots.
4. Covenants addressing the maintenance and snow plowing operations of the private street
shall be filed against all benefiting properties and submitted to the city for review and
approval prior to recording of final plat.
5. Grading plans shall be updated to illustrate drainage arrows.
6. Appendix B of the Stormwater Management Plan shall be updated to include drainage
arrows illustrating the direction of discharge from each sub-catchment.
7. Updated stormwater modeling verifying adequate capacity of downstream public
stormwater facilities and conveyance systems shall be provided for review and approval
prior to recording of final plat.
8. Plans shall be updated to address Sec. 18-57.p.4 regarding the design of adequate
drainage facilities for the private street.
9. An updated SWPPP shall be submitted as plans are finalized, when the contractor and
their sub-contractors are identified, and as other conditions change. Review and approval
of the standalone document is required prior to any grading.
10. The newly extended 6” C900 water main shall be privately owned and maintained.
11. Coordination with all small utility companies for the excavation and underground utility
installations shall be maintained by the applicant and their contractor.
12. Lot 2’s water service shall be had from the newly extended water main; plans shall be
updated accordingly.
13. Updated plans shall be submitted as to not create a potential conflict or any crossing of
the sanitary service lateral to Lot 1 with the newly extended water main.
14. The applicant’s contractor shall field verify the serviceability of the existing sanitary
sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to
the city prior to connection of the existing sanitary sewer lateral.
15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to
ensure the technical expertise and funding mechanisms for the operation and maintenance
of the private street and stormwater treatment devices.
Planning Commission Summary – December 3, 2019
3
16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An
operation and maintenance plan must be approved by the Water Resources Coordinator,
or their designee, and recorded against the properties that details the HOA’s permanent
inspection, maintenance, and funding mechanism that ensures stormwater BMPs will
function as designed.
Construction Plan Review:
1. On sheet 2 of 10: for clarity, remove call-outs associated with curb & gutter removal or
bituminous removal as those are related to the installation of utilities and are addressed
on subsequent sheets; add to notes associated with removal of structures (e.g. house,
deck, sheds, etc.) that any removal requires a building permit; add to notes that any found
wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and
local regulations.
2. On sheet 3 of 10: illustrate existing public trail on the preliminary plat to ensure
appropriate ROW dedication; clarify shoreline area illustrated adjacent to “Outlot C” and
“Outlot D” on preliminary plat, it is unclear if this area is designated as D&U.
3. On sheet 4 of 10: update call-outs for sanitary sewer taps to incorporate “WYE” and not
“SADDLE”, update call-outs for removal and replacement of curb & gutter and
bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated
read “…shall be PE/PEX” and not copper, (the city specifications and plates are being
updated to incorporate no use of copper for water service laterals; detail plates and
specifications can be provided upon request); Note 6 should updated to address the need
for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City
Code regarding the location of the curb stop at the property line, however the plans
illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be
updated to incorporate the same requirement for water services (painted blue); Note 10
should be updated to incorporate language that tracer while shall meet city specifications,
also the notes are overlaid with another label and are illegible, update accordingly; add a
note to the effect that testing requirements for water main installation shall meet city
requirements and specifications, and that the coordination of testing (bacteria, pressure,
etc.) are to be coordinated with the Public Works Utility Department (952-227-1130).
4. On sheet 5 of 10: the call-out for the construction of the private drive entrance at Country
Oaks Drive shall include detail plate #5206 which will require the detail sheet to be
updated accordingly; construction of the private street and other utilities may encroach
into abutting properties, update the plans to incorporate notes for protection of private
property and private structures/landscaping or if a temporary construction easement is
required; provide a typical street detail that adequately addresses the 7-ton design
requirement; EOF should be shown, profile details for the EOF and storm pond shall be
provided with elevations, include the OCS within the storm pond detail; either update
Note 1 so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add
Planning Commission Summary – December 3, 2019
4
note that an Underground Utility Permit (ROW permit) is required for the connection to
the existing catch basin.
5. On sheet 6 of 10: illustrate the locations of all borings referenced in the geotechnical
report; illustrate drainage arrows for proposed elevations and grades; include in the
legend a detail for the house pad call-outs (G, TF, LL, WO) for clarity; show benchmark
location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the
lot and building to the south); include existing and proposed elevations at the following
locations – each lot corner, top of curb or centerline of roadway at each lot line extension,
center of proposed driveway at curb, grade at corners of proposed structure.
6. On Sheet 7 of 10: identify proposed stockpile locations; under the call-out for the silt
fence around pond, direct contractor to sheet 10 for additional notes on installation and
stabilization of pond; provide detail number for construction entrance call-out; all
construction access will be had through one approved construction entrance, thus the silt
fence on the northwest corner of the site should be contiguous (no gap), provide a second
phase of the erosion control plan for when the construction access off Minnewashta
Parkways is closed and stabilized per Engineering Condition (1.) and the construction
entrance at the northwest corner is active.
7. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to
the city for review prior to grading and that there will be no hauling during road
restrictions unless reviewed and approved by the city; update General Grading Note 20
that the city’s Water Resources Coordinator, or their designee, shall be notified 24-hours
prior to commencement of dewatering activities; update Erosion/Siltation Control Note
11 to eliminate “Contractor shall place Mirafi fabric and gravel over all catch basins…”,
if inlet protection is required it should meet the city specifications and detail plates (catch
basin sediment trap #5302A).
Parks:
1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be
collected as a condition of approval for two of the three lots. The park fees will be collected
in full at the rate in force upon final plat submission and approval. Based upon the current
single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600.
Environmental Resources Coordinator:
1. No required landscape plantings shown on the approved landscape plan may be planted
in any of the outlots.
2. Tree planting requirements on each lot are as follows: Lot 1 – 10 overstory deciduous, 8
evergreens; Lot 2 – 3 deciduous overstory, 5 evergreens; Lot 3 – 5 deciduous overstory, 3
evergreens.
Planning Commission Summary – December 3, 2019
5
3. Any tree removal on Outlot C or D shall be replaced 2:1 diameter inches on the same
outlot.
4. Tree preservation fencing must be installed around trees proposed to be saved prior to
any construction activities.
Planning:
1. Approval of the subdivision is contingent upon the applicant securing the segment of
property, to allow the applicant to achieve a 30-foot frontage on a public ROW off of
Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale
Homes Drive Subdivision from the city to the applicant.
2. The applicant shall combine Outlot C with Lot 3 and Outlot D with Lot 2.
All voted in favor and the motion carried unanimously with a vote of 5 to 0.
APPROVAL OF MINUTES: Commissioner Skistad noted the verbatim and summary
Minutes of the Planning Commission meeting dated November 19, 2019 as presented.
ADMINISTRATIVE PRESENTATIONS. Kate Aanenson provided updates on future agenda
items.
Commissioner McGonagill moved to adjourn the meeting. All voted in favor and the
motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was
adjourned at 8:00 p.m.
Submitted by Kate Aanenson
Community Development Director
Prepared by Nann Opheim
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
DECEMBER 3, 2019
Chairman Weick called the meeting to order at 7:00 p.m.
MEMBERS PRESENT: Steve Weick, Mark Randall, John Tietz, Michael McGonagill, and
Laura Skistad
MEMBERS ABSENT: Mark Undestad and Doug Reeder
STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff,
Senior Planner; and Erik Henricksen, Project Engineer
PUBLIC HEARING:
CONSIDER A RFQUEST FOR A SUBDIVISION WITH VARIANCES AT 6760
MINNEWASHTA PARKAY (BOYLAN SHORES).
Al-Jaff: Thank you Chairman Weick, members of the Planning Commission. The application
before you is for a 3 lot subdivision. The site is located at 6760 Minnewashta Parkway, east of C
Country Oaks Drive. West of Lake Minnewashta. The site is bisected by Minnewashta
Parkway. Current zoning of the site is residential single family and is intended to remain single
family. There was a single family home on the site. However this home has been demolished.
The demolition took place during the month of October of this year in order to prepare the site
for development. There is a driveway access off of Minnewashta Parkway and one of the things
that needs to be pointed out is Minnewashta Parkway is a collector street and the Comprehensive
Plan, Transportation Comprehensive Plan advocates that we remove access points off of
collector streets. In order to abandon the access off of Minnewashta Parkway we needed access
off of Country Oaks Drive. The applicant needs to procure what is shown in green right here,
this parcel is owned by the City and what’s shown in yellow that parcel is owned by 3931
Country Oaks Drive. There is an agreement between the property owner at 3931 and the
applicant. This is Outlot A on the proposed plat. In lieu of access to Country Oaks Drive the
applicant will swap land and give them the parcel that is shown in red. With that the applicant is
proposing to subdivide 2.71 acres into 3 parcels. Three lots and four outlots. Outlot A as I
mentioned will be deeded to the property owner at 3631 Country Oaks Drive. Outlot B is
intended to house a private street. Outlot C and D are intended to serve Lots 3 and 2. And just
for the record it was pointed out to staff by Chairman Weick that there is an error in the way the
staff had put the numbers. The lot numbers. That has been corrected so what staff is presenting
right now is accurate and we will make sure that when the staff report goes before City Council
that is taken care of. One of the concerns that staff has and this is based on a number of phone
calls that we have received over the past 2-3 years, there are people that are, residents of our
community that are only interested in the portion that abuts the lake. They want to have lake
access. In order to ensure that this does not happen in the future after the subdivision of the lake
Chanhassen Planning Commission – December 3, 2019
2
staff spoke to the City Attorney as to how we can keep Lot 3 without Outlot C. Lot 2 with
Outlot D and she said, suggested that we go the variance route. That Outlot C be combined with
Lot 3 and it won’t be an outlot. It will become Lot 3 and the same is true for Lot 2 and Outlot D.
That will require a variance because the city code defines lot as a parcel that is undivided by
right-of-way and in this case we have Minnewashta Parkway bisecting this parcel. One other
point of clarification that we need to point out. What staff has highlighted in red on the, on this
slide. It seems that the applicant has put an area that has become a no man’s land and this will
need to be corrected as part of the final plat application. As far as the variances go this
application, having this site accessed via a private street is going to eliminate access off of
Minnewashta Parkway and staff is recommending approval of this variance. At this point I
would like to turn it over to Erik to address storm water and utilities.
Henricksen: Right, thank you Sharmeen. Chairman, commissioners, my name is Erik
Henricksen, I’m the project engineer with the city. Part of the engineering department. I and
the engineering staff conducted a review of the overall feasibility of the preliminary designs for
sanitary sewer, water, storm water, grading and public utilities. Overall staff’s review finds that
the proposed plans are feasible and over the next few slides I’ll briefly discuss some of the
conditions associated with our review. Here is kind of an overall look at the water and sanitary
system proposed. The applicant is proposing extension, 300 foot extension of a 6 inch C-900
watermain where at the end will be a fire hydrant in order to provide necessary fire suppression
and to facilitate maintenance activities such as flushing the main for water quality. This isn’t
necessarily the clearest slide so I’m just going to walk you through it real quick. This dark blue
line is the watermain that’s proposed to be extended. These light blue lines are the service
laterals for water that are proposed and the green, smaller green lines are the sanitary sewer
service laterals. While Lots 1 and 3 are being proposed to have water service from the extension
of the watermain, Lot 2 has been proposed to utilize the existing utilities from the pre-existing
home that was located on the lot prior to the subdivision. Staff recommends a condition that Lot
2 actually has their service, or their water service had from the watermain. With the addition of
the third home drawing from the watermain it would increase the water turnover by about 30
percent with fresh water being delivered approximately every day and a half which is acceptable
for maintaining preferred water quality. With just two homes there might be a need to flush the
main more frequently which would correlate to water loss and kind of a waste of water so that
would be a proposed condition engineering would recommend. No sanitary sewer main is
required to be extended because there’s adequate services from County Oaks and Minnewashta
Parkway. It would be acceptable for Lot 2 to utilize the existing utility for the sanitary sewer
lateral provided that they CCTV the line to ensure that it is adequate and is, there’s serviceability
to it and if there’s any repairs that need to be had. Also Lot 1 sanitary sewer lateral that comes
off of Country Oaks we propose a condition to have that reoriented so it does not cross
underneath, or underneath the watermain which would minimize the conflict for maintenance on
future maintenance activities. So Lot 3 they are proposing service off of Minnewashta Parkway.
Yes correct. Regarding stormwater as with any subdivision Chapter 19 of the city ordinance or
the surface water management portion of the code requires treatment of stormwater for newly
created impervious surfaces. The applicant is proposing treatment through a biofiltration basin
Chanhassen Planning Commission – December 3, 2019
3
which is indicated as 1P which is located here on the southeast portion of Lot 1. Based on the
information the analysis provided in the preliminary stormwater management plan this is an
acceptable approach that will provide a sufficient level of retention to meet the city requirements
with the impervious area as is proposed the required pond for volume retention would be
required to have 32, approximately 3,200 cubic feet of storage. As proposed the pond actually
provides 4,600 cubic feet of retention. Furthermore the filtration media within the pond would
provide sufficient levels of treatment to meet the stormwater requirements. The stormwater
management plan justifies that it is not feasible to convey all runoff from the entire property to
the basin. This is a drainage, a proposed condition drainage pattern exhibit provided in the
stormwater management plan. Sub-catchment 2 drains directly onto Minnewashta Parkway and
sub-catchment 3 located here would drain towards the south property. Directing drainage onto
an adjacent properties is prohibited and an updated grading plan and stormwater management
plan would have to be submitted or shall be submitted to address this condition that we’re
proposing. Furthermore an updated model accounting for the added volume into the
Minnewashta Parkway’s storm system shall be provided and it shall analyze the impact that it
would have on the downstream public system. Overall staff’s review that the general approach
and stormwater plan will be feasible. These are fairly minor concerns when we’re looking at the
overall subdivision. At this time you can take it over Sharmeen.
Al-Jaff: Okay. Briefly the City’s Comprehensive Park Plan requires that there is a park within
one mile radius of each residence in the city of Chanhassen and in this case this site is going to
be served by Round Park. The services available at this park include a swimming beach,
playground, swings, picnic shelter, fishing pier, tennis courts, 4 pickleball courts, basketball
courts, skating rink, open play field, trails and parking area. There is also a continuous trail
system that along Minnewashta Parkway that will connect the subject site to Roundhouse Park.
Staff has been working with the applicant for over 6 months on this site. They have gone
through numerous revisions to bring this application to what you see before you today and they
have cooperated throughout the process. It is a straight forward development. Subdivision but it
is an infill development and it does require a few variances. In this case it makes perfect sense to
recommend approval of them and staff is recommending approval with conditions and we’ll be
happy to answer any questions.
Weick: Thank you Sharmeen and Erik. Any questions? For the City at this time.
McGonagill: I did.
Weick: Yeah, fire away.
McGonagill: So Sharmeen go to your staff report. I think I know the answer to this but I just
want to be sure. When I go to page 2 of 17 it’s a drawing that was in the proposal summary staff
report.
Al-Jaff: Page 17?
Chanhassen Planning Commission – December 3, 2019
4
McGonagill: 2 of 17.
Al-Jaff: 2 of 17, yes.
McGonagill: Yeah it’s the plot. Can you tell me what’s going on? If you go back up on what’s
on the screen to the park diagram on this screen. Back up to the park diagram. Yeah that one.
What’s going on with, to the north of that? That subdivision I forget the name of it.
Aanenson: Glendale.
Al-Jaff: Glendale Shores.
McGonagill: What’s going on there?
Al-Jaff: Glendale Homes.
McGonagill: What’s going on there? Did those go away? Did they divide it? What’s
happening there?
Al-Jaff: They have been divided. We have recorded the plat and there are a few things that they
need to provide us. We have given them temporary.
Henricksen: They have a conditional notice to proceed to start development and grading. Right
now they’re just going through the erosion control inspections and flagging any trees that need to
be saved so they’re going through their process to start construction.
McGonagill: Okay. So what’s going to happen, this private drive is actually going to be in the
back yards of those homes right?
Henricksen: It would be adjacent to or abutting.
McGonagill: Yeah basically the back yard as it comes through.
Henricksen: Correct.
McGonagill: And what’s going on with the property to the south of this? Really I’m going back
to the whole issue we had about a year ago. Stratford Ridge cul-de-sac, that whole thing, you
know that frankly which I was against you know doing what we did because I think that cul-de-
sac should just drive straight through and go all the way up to Country Oaks Drive. So that was.
Aanenson: That was the original intent. That was what the staff supported. Unfortunately there
wasn’t support all the way through the process so.
Chanhassen Planning Commission – December 3, 2019
5
McGonagill: Correct.
Aanenson: Yeah.
McGonagill: So what’s going on with the land?
Aanenson: So now instead of doing it holistically we’re doing it incrementally on each parcel.
McGonagill: Right.
Aanenson: And it doesn’t lead for the best utility. It doesn’t lead for the best layout and it forces
some variances and.
McGonagill: So what’s happened to the land itself? Is it going to be developed? Are we going
to see this again?
Al-Jaff: So we did receive a phone call from the property owner to the south asking if it is going
to be a possibility for him to subdivide his property and we said it will require a few variances.
Because they don’t have adequate frontage. There’s going to be some grading but hypothetically
it is doable and I stress the word hypothetically.
Aanenson: Again it depends on the number of lots and how much variances, you know what the
tolerance is on that and so.
McGonagill: So what I’m trying to figure out is okay, put a private drive on the north side of
this. The land to the south how, they can’t access off of Minnewashta. They can’t access to the
west.
Aanenson: They have to come off of Stratford.
McGonagill: They’re going to have to come off Stratford and that’s the only way they’re going
to get in there.
Aanenson: Correct.
McGonagill: And you’re going to have that, I realize it’s not our development. I understand
that’s the issue but what’s going to end up happening, they’re probably going to have the lot to
the west where it comes off of Stratford that’s going to be, I’m trying to think of the right word.
It will be unusable because it wouldn’t even be big enough to the left right?
Chanhassen Planning Commission – December 3, 2019
6
Aanenson: Well that depends on again the layout. It will obviously be more than likely served
by a private drive which would require a variance to private drive if you do more than one house.
Private street so yeah.
Skistad: Do you know how wide that lot is?
Al-Jaff: It’s 100 feet wide.
Aanenson: Yeah so we’d need 90.
Skistad: By what 125?
McGonagill: I wish there was a way, I realize there’s not. I’m just sitting here going where the
private drive you’re proposing it comes down and does that, what I’ll call a T at the end. You
know where it comes in it goes to one lot. It goes to the other one. Where the houses are laid
out if you could, that line could be extended on down and ultimately connect up with Stratford
it’d make a lot better sense. Unfortunately it’d make a very long road and cul-de-sac again for
the fire equipment issue.
Aanenson: Correct and that was.
McGonagill: That we had the first go around.
Aanenson: That was the first go around issue too so again you know the first attempt was to try
to get the 3 property owners to work together. I’m not sure that they all had aligned goals.
That’s always a challenge too and so.
McGonagill: Sure, and better economically for all of them right now.
Aanenson: Yeah so now we just have to take them incrementally yeah.
McGonagill: So you’re going to have the private drive come in and then they’ll have to come off
of Stratford some way and so basically they’ll get maybe one lot because the one to the left is
probably not going to be, won’t be big enough. It might be.
Aanenson: Yeah.
McGonagill: It’s just cut up, that’s just my problem. I just don’t, I don’t like it. That doesn’t
make engineering sense to me but I realize it’s what you’re faced with. It’s what the applicant’s
come in with. It is not though conducive to what I see the other development around through
here that we’re going to have for a better plan. And I don’t know any way around it. I’m sure
you talked about this a lot.
Chanhassen Planning Commission – December 3, 2019
7
Aanenson: Oh yeah. The die was cast. There’s a lot of similar areas to this in the city where
you have infill development and if you don’t work together then everybody has to kind of solve
their own problems and to the detriment. Our job is to make sure somebody’s not land locked
and that they have access. I think the main goal here when looking at this is not to get another
access point on Minnewashta Parkway so that was the first driver.
McGonagill: Correct that’s not going to happen.
Aanenson: So it was very creative to try to figure out how to get that road to go through. The
fire department’s very worried about you know the private drive and the length of that. That was
a challenge.
McGonagill: Yeah was my next question.
Aanenson: That’s why the fire hydrant’s there now so we had to just kind of knock off all those
issues as we went and Sharmeen worked really hard with the developer to try to figure this out.
McGonagill: …go down the drive. They’ll just have to lug their equipment in I guess if it
happened right? Run the lines from.
Aanenson: They could turn around if they need to yes.
McGonagill: They have to run the lines from Country Oaks and go in or they can be able to just,
and then tie into the fire hydrant I guess.
Aanenson: Correct.
McGonagill: And you couldn’t get that in there if they were in a problem.
Skistad: Are there houses on that north, is there a house on the north and the south lot?
Aanenson: Not yet.
Skistad: Around that property.
Aanenson: Not yet.
McGonagill: But they’re coming.
Skistad: Yeah.
McGonagill: There’s like if you.
Chanhassen Planning Commission – December 3, 2019
8
Skistad: Well the north, how many houses are going to go on that north lot?
McGonagill: If you look on page 3 of 17 you can see the lots.
Skistad: I don’t see that, okay. Oh yeah, yeah, yeah.
McGonagill: So basically 3 homes, 1, 2, 3, 3 homes. 2 ½, those lots will be impacted. Maybe 3
if I’m not approximating it right by the private drive. Is this private drive going to force those
folks on Glendale to come back with variances to move towards Country Oaks?
Aanenson: We have houses, I mean the setback is 30 feet in the rear. We have houses all over
the city that are 60 feet apart and that’s what, you know so this is what these are going to be.
McGonagill: Okay just wondering if this is going to cause a rebound effect from those
homeowners.
Aanenson: No it’s not atypical so.
McGonagill: Have you heard from those homeowners to the north, or the lot owners that this is
going to be drive behind them?
Al-Jaff: No but also keep in mind that there is landscaping on the subdivision to the north.
McGonagill: The Glendale subdivision.
Al-Jaff: Correct, Glendale subdivision so there will be some buffering in place.
McGonagill: Okay. The other thing we had with all this and then it will be my last question
Chairman. Whenever we went through the Glendale subdivision we had an awful lot of
discussion about water movement because the lots to the south were wet.
Al-Jaff: Correct.
McGonagill: And that was part of the reason was on storm drainage and getting the water out of
there and how it was going to run and that’s one of the reasons we talk about running the line up
from Stratford Ridge but allowed us to do the drainage correctly. This has made the problem in
my opinion worst so how we doing, how’s storm drainage going to work off of this with these
homes and where we don’t, where we get the water out of there. Can you show me that?
Henricksen: Sure.
McGonagill: Thank you.
Chanhassen Planning Commission – December 3, 2019
9
Henricksen: As proposed right now there will be minor tweaks but as of right now from the
proposed private drive this would, this drainage would be captured and that’s one of the
comments that was addressed in the staff report is it’s unclear exactly how they’re going to be
capturing this. Typically you have a catch basin at a low point and then it’s you know conveyed
over to the storm pond so that would be a minor tweak to the plans that we’d want to see and
review. Or some justification on just sheet flowing it over with appropriate BMP’s. Another
comment that we did have on the stormwater plan is to show the drainage arrows but from a
general, just looking at it you can generally see that most of the drainage from Lot 1, this is let
me just back up a quick second. This is a proposed drainage pattern map from the stormwater
management plan so each of these boxes is a drainage basin essentially or a sub-catchment and
this entire sub-catchment would be allocated into 1P or the pond, the biofiltration pond which
then would have drain tile underneath so it’s going to infiltrate, clean the water. Drain it into a
stormwater conveyance system which is indicated by this line here.
McGonagill: Okay that’s the way you’re taking it out?
Henricksen: Yeah.
McGonagill: Okay because I was one, worried about it going to the south with the issues down
there.
Henricksen: And that’s one of the, yeah and one of the things about sub-catchment 3 is that, and
from the conditions that staff is proposing would be to not allow or prohibit storm water runoff
onto an adjacent property so that was, so that’s going to require some design from their engineers
and for us to review that proposal. And it will cause minor tweaks to their stormwater model.
It’s a smaller sub-catchment but there’s means and methods to capture that. In regards to the
sub-catchment 2 this is going towards Minnewashta Parkway. The pre-existing conditions, that’s
kind of generally how the site flowed in the sub-catchment 2. It wasn’t as large however this
entire site will, should be captured and then pushed onto the Minnewashta system. They’re
proposing to tie into a pre-existing catch basin in our system under Minnewashta. We’re
requiring that they model that flow and that volume going into our public system. We have the
Minnewashta Parkway project coming up for 2020 and 2021. That of which we’re accounting to
provide stormwater improvements so we’d like to compare their model with our consultant’s
model to ensure everything’s sized adequately and to condition it such once we receive those
updated plans.
McGonagill: Looking at this, thank you for putting the stormwater drainage pattern up. When I
look at that I look at the contours. I’m going well does that mean that 1P is also going to get
loaded with water from the lot to the south when it’s developed? Do you think just the way the
flow is out there geotechnically? And if it is are we going to have it sized right for that?
Because there’s the low point, I know there’s a low point down in there, I’ve driven down in
there. It’s inbetween there.
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Henricksen: Right, yep.
McGonagill: And so when they push, they’re going to have to push that, the cul-de-sac north to
provide access.
Henricksen: I would, no I think that’s a good question and a valuable insight. From what’s
proposed this should be the entire sub-catchment that goes into 1P. There shouldn’t be anything
coming off from the adjacent property. I would defer.
McGonagill: Are you going to have another 1P-2 down on the next one then? To the south.
Henricksen: For how the, that shouldn’t lot is going to propose dealing with their stormwater I
would, it would be unclear at this point. That’s something they would have to design. I know
for this subdivision regarding where the drainage patter is going I would refer to their engineers
for how they’re designing it but from what’s submitted and what’s proposed on this drainage
pattern map it’s showing that no.
McGonagill: So conceivably we’ll have two private roads. Two catch basins basically is
probably what will end up happening.
Henricksen: Correct I mean Glendale Drive home subdivision had to create their own kind of
private stormwater facility.
McGonagill: Correct.
Henricksen: And because of the lack of that extension the public system that could have gone
through to capture some of this it is, it is piecemealed from a stormwater management
perspective.
McGonagill: And those will all be owned and maintained by the individual homeowners or is
the City going to pick up all those catch basins?
Henricksen: As addressed and as conditioned we’d want to see an HOA formed and the
operation and maintenance of the stormwater facilities would be of the HOA’s purview. They
would be responsible for that maintenance.
McGonagill: Okay.
Weick: Any to follow up with the…
McGonagill: Yeah that’s fine. Thank you Mr. Chair.
Weick: Okay.
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McGonagill: Just a few questions.
Weick: That’s alright. At this time I think I would invite the applicant or developer to come
forward and make a presentation. Welcome. Thank you for coming.
Harold Worrell: Thank you. My name’s Harold Worrell. I live at 3835 Meadowview Terrace in
St. Bonifacius. Previous resident of Chanhassen. Hoping to get back because I’m not the
developer, I’m the applicant and part of the reason for this is so I can have a waterfront home.
As Sharmeen said it’s a basic 3 lot split. We’ve named it Boylan Shores. By Boylan Shores
because it was owned by the same property owner for apparently over 100 years. It seems like
we’re just kind of borrowing the property so we asked them after we purchased the property if
we could name it after the parents and they were pretty happy about that so we proceeded. This
property, I’ve been looking for shoreline property for a very long time. My wife and I and we
came up on the property and saw it as a really good opportunity. We saw it as something that
probably would not be one lot due to the 5 lots proposed to the north. It would seem like it
would be kind of a fish bowl in our opinion so we thought well one, I don’t have the finances to
build or buy such a large property and I happen to be a builder so I contacted the owner of the
company that I work for and proposed it as an opportunity with a handshake deal for the first lot
sold. That’s kind of how we ended at this point today. The property was, the home that was one
it we did, as Sharmeen mentioned demo’d the home in October. We saw it as potentially, there
was significant damage to it. Some of the block, the cinder block was starting to deteriorate and
fall and it seemed like a place where teenagers might find themselves exploring and getting hurt
so we went ahead and took care of that. Since we purchased the property my we, I guess the first
thing we did was take the paddle boards and down to the shoreline and the kids have been doing
that and having S’mores in the bonfire while I poke and prod and pry and cut at buckthorn that’s
all over the place. Probable have some permanent scars. We’ve had a family history on
Minnewashta for a really long time. My aunt and uncle lived there for probably 40 years when I
moved here 20 years ago. My wife and I. We can only think of one year in 17 that we missed
Independence Day on Minnewashta so. I’ve spent a lot of time meeting the neighbors. A few of
them are here today and just trying to work with them and figure out what their ideas are and you
know what the history of the property was and what the best way to tackle this is and I need
some help from them and they’ve been very gracious and helpful and we’re trying to work
through it now. In regards to, and Marty Campion is here for technical questions. He’s our
engineer. In regards to any thought of that become a through road would kill the project. The
Dorsey’s to the west would not be interested in a street going through there. That’s the neighbor
that we need help from to get our driveway. I’ve never done this before so you got to tell, get the
shepherd’s hook out or something.
Weick: Well thank you.
Harold Worrell: My pleasure.
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Weick: Yeah that’s good background on the property. I think what we’ll do is we’ll see if
there’s questions specifically for you on the property and then if there’s things that maybe would
fit better for the engineer we’ll invite the engineer up and ask those questions so I guess at first I
would say, I think you know just looking at your, at your land you know I like the number of,
you know the number of homes you’re putting in there. I like the idea that you’re going to have
lakefront. I think that’s neat. I think when you see developments that tend to be you know rows
of similar looking homes, I think this is going to be unique and I think it’s going to be beautiful.
I think it’s going to be a neat area for people to live and for yourself to live.
Harold Worrell: Thank you.
Weick: And so I think from if you’re purely looking at this plot of land I think it’s nice to see it
being developed and to carry it out making the most of what you have. Questions? For the
landowner.
Tietz: Yeah Mr. Chairman. I don’t know you know Erik you probably looked at this along with
Sharmeen and Kate too but you know this issue of the drainage, I’m looking at, on my screen I
pulled up the grading plan and then I’m looking at the other one on the screen. Is it possible,
well now I guess we changed the screen but is it, the one with 3 zones. Yeah. Would it be
possible through your grading process to collapse 3 and raise the pad for the home on site 2?
Towards the south boundary and then take part of 3 drainage up into the 2 area? Just through
some manipulation of the grading. It looks like there’s a possibility but you know I haven’t, you
know I haven’t been able to walk the site with the snow on it to look at things but the grading
plan it looks like it might be possible and that might solve some of the concerns that my
colleague had with his questions.
Marty Campion: Good evening my name is Marty Campion, project engineer. First of all right
now the three-quarters of the site in addition to the property to the north all drain south through
this site into a low area that’s just a little bit south of the south property line and there is an
existing tile inlet that takes that water and directs it, we’re not sure where. When we surveyed
we found the tile inlet. We found a storm sewer pipe on the east side of Minnewashta Parkway.
The alignments, if they’re connected they’re connected with an angle inbetween that’s not in a
manhole but we think that’s what drains the area. Instead of continuing that drainage pattern,
everything draining to the south and letting it drain into that what we thought would be a better
solution would be capture the water before it goes to the south. Run it into the public system in
Minnewashta Parkway so that’s what we’re proposing. And with that it’s difficult to, I don’t
think we want to take any less water into the basin. If I understood your question correctly it was
trying to direct more water from drainage area 1 into 2. Two’s a, well I shouldn’t.
Tietz: No, no, I was just thinking that if 3 collapsed and a majority of that went into 2 just for
some re-grading out on the Minnewashta Parkway side and raised the pad for the home on that
southerly site which is now I’m confused which number that is. Is that 2 for the building pad or?
Then you could almost, and it appears, you know it better than I do but it looks like the grading
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plan by raising the pad for the site and then collapsing a portion, that northeast portion of
segment 3. Pushing it more towards 2 you could eliminate, almost eliminate 3.
Marty Campion: Well and you can see there’s an existing drainage divide and inbetween 2 and 3
there’s a spot elevation there. That’s in EOF that allows the runoff to escape that way but we
need, when I put the grading plan together we needed that elevation to be able to push the water
both ways so we can’t, from the south line of 3 we can’t move that water to the north. Just the
elevations don’t work. If it’s going to work it we’ll have to look and see if we can even get it
into the pond from there.
Tietz: Yeah well that’s why I was kind of looking at it because it looks like from Erik’s
comments it’s going to be hard to get any of that water from 3 along the south property line with
a retaining wall in there to get that water to go to 1P.
Marty Campion: Yeah and it will.
Tietz: But if that portion that’s kind of the break point is actually raised in elevation then you
have a very limited amount that’s going to go to 1P and the rest could be potentially directed
around to 2. That’s my thought is the building site has to be raised.
Marty Campion: Well it’s not so much the building site. It’s the existing elevations near that
south property line in order to try and drain it to the north. So that’s what we have to look at and
right now we’ve probably reduced the runoff to that south property by 70 or 80 percent by
capturing it in the pond.
Tietz: But we still don’t want to push any onto the south property so.
Marty Campion: Right and we’ll just have to see how we can do that with the grades that we
have there. And just one other comment. We did provide our plans to the developer to the north.
We talked to him about maybe incorporating some of our landscaping and tried to work things
out with him so he’s aware of the plans. He knows what we’re proposing. I don’t, I didn’t get
any negative comments. That doesn’t mean he doesn’t have any but he didn’t voice any of those
to me.
Weick: Well thank you for doing that. For trying to work with him. That’s, I think that helps at
least a little. Other questions? Are you satisfied with at least receiving answers.
McGonagill: Yeah we’re getting data. Getting the data.
Weick: Okay. Anyone else? No, okay. At this time then I will open up the public hearing
portion. Anyone wishing to come forward and offer an opinion on this project may do so now.
Just come to the podium and state your name and address so we can get that for the record.
Chanhassen Planning Commission – December 3, 2019
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Seeing nobody come forward I’m going to close the public hearing portion and open the item for
commission discussion. We can certainly consider a motions. Thoughts.
McGonagill: Well it’s, I think it’s a situation where you’re ending up with something that’s not
ideal because the die was cast before. Before tonight.
Weick: I would say as we, I’ll just sort of kick things in to see if it triggers any thoughts for you
but when you do look at, on page 11 of 17 but sort of the findings of the subdivision. I like to go
through those and make sure that we check everything because that’s really the crux of what
we’re here for and I think it really comes down to subdivision finding number 1. It hinges on the
variance for the private street so I think that’s an important piece. I would be, you know I’m in
favor of that variance because I just don’t see, unfortunately I don’t see another workable
solution. You know not that it hasn’t been tried in the past but that seems to be, it seems to be
the best solution in order to serve, serve these 3 homes.
McGonagill: Well it’s certainly the only solution.
Weick: Yeah.
McGonagill: And we’re going to see this again when that lot to the south goes because they’re
going to, I don’t know what we’ll see through there but.
Weick: It gets progressively more creative I think.
McGonagill: Yes.
Weick: As we travel to the south. The other point, the other variance and actually I find more
important for long term is combining the lots, and I’m assuming. I didn’t ask but I’m assuming
that’s okay to set it up that way. Instead of having outlots to have the lot be extended across the
street.
Marty Campion: That actually is our preference to do that. We’re not aware that, of how that
can be done with the bifurcated lots like that but if it’s allowable we certainly will do that.
Weick: And that’s what our variance would allow for.
Aanenson: Correct.
Weick: And I would be pretty adamant that we do approve that to sort of help future proof of
this property a little bit.
Skistad: How big are those, what are the dimensions of those lower outlots? I just couldn’t see
them in there. Like broken out, I mean just out of curiosity.
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Tietz: The lot’s over 20,000.
Al-Jaff: Outlot C has an area of 10,448 square feet and Outlot D is 9,044. 9,442.
Skistad: And I saw that on the chart but I didn’t see the dimensions.
Al-Jaff: So they are both 90 feet wide.
Skistad: Okay 90 and then about.
Al-Jaff: About 100.
Skistad: So someone would really want to build on there.
Aanenson: Well someone would go onto but they’re substandard. Oh yea it would go. They
would go and that’s why we want to tie it together with the other lots. They’re substandard so
they would need variances because they don’t meet the requirements of a shoreland lot and so
that’s why we felt strongly of tying the two together and based on the City Attorney’s opinion
the best way would be to do the variance process.
Tietz: Kate would they need a variance to put a shore structure for paddleboat paraphernalia.
Aanenson: A water orientated structure? That’s what we would call those.
Al-Jaff: That’s what we.
Tietz: So that still could be done within, that combined.
Aanenson: If they’re combined.
Tietz: But it would not have to come back for another variance.
Al-Jaff: No.
Aanenson: If they’re combined that’s a process yeah so if they want to do water and follow
those regulations yeah.
Tietz: I want to simplify this if we can.
Aanenson: Yes.
McGonagill: Oh yeah.
Chanhassen Planning Commission – December 3, 2019
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Tietz: One more. I just want to follow up with that grading question. Not too detailed but does
the site, does the site balance?
Marty Campion: No. The site is short because we’re filling in that low area that’s in the middle.
Tietz: Right so my thought of actually raising the building area there for that would actually
increase the amount of material you have to bring in.
Marty Campion: Well and it’s not so much that. I was just looking at the existing topography
out there and we’re really at, in the southeast corner of Lot, what’s labeled as Lot 2 we’re almost
the same elevation as we are in the northeast corner of Lot 3 because of how the street drains
there so it’s going to be difficult to drain that, that direction. We’ll have to figure out a way to
get that to the basin rather than to the north.
Tietz: Okay.
McGonagill: Erik when you, when lot, I’m still hung up on the one to the south. When that
develops do you think what will happen, sewer and water would come off of Minnewashta
Parkway and how would you get it to the lot to the left? If Stratford Ridge comes up when we
divide, you know you may have a lot to the west of Stratford of the new extension. How are you
going to get sewer and water into that?
Tietz: Wouldn’t it come off of Stratford?
McGonagill: That’s probably where it would come from I would think is probably where it
would come from.
Henricksen: Right for sanitary sewer…
McGonagill: It would come that way and then the water would come the same way?
Henricksen: Correct and the applicant or however they propose to subdivide that southern lot
there is a possibility just as with this subdivision that some services could be had off of
Minnewashta. Something that we wouldn’t necessarily be opposed to but depending again on
the orientation and the elevations for sanitary sewer it would either come from Stratford or it
could potentially go to Minnewashta so there are adequate services on both.
McGonagill: And there’s nothing to keep it, setting a precedent here like we’re doing Kate with
the outlot approach and dividing the Lots 2 and 3 with Outlot C and D to make it one big lot. If
that happens to the south we’re setting in a way a precedent that’s what our expectations are
because they’ll have the same issue. They have a lot to the east of the road.
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Aanenson: Yeah I’m not sure if that lot is 20,000 plus but yeah.
McGonagill: But driven by size.
Aanenson: Correct.
McGonagill: Yes I understand.
Aanenson: Yes it has to meet the shoreland requirements.
McGonagill: Okay thank you. If it doesn’t then.
Aanenson: Correct we would take the same approach.
McGonagill: Yes. Some consistency somewhere.
Aanenson: Yes.
McGonagill: Okay.
Weick: Can you put up the motion? And the water and sewage that Erik went through are
written into the conditions? So those would have to be, those changes that he talked about have
been written into the Findings of Fact as well. If there aren’t further comments we could
certainly entertain a motion. Or further discussion.
Skistad: I had my questions answered so I’m good. With moving forward. I think it’s the best
we can do so.
Randall: I’ll make a motion.
Weick: Halleluiah.
Randall: The Chanhassen Planning Commission recommends approval of the preliminary plat to
subdivide 2.71 acres into 3 lots with 4 outlots with the variances as shown in plans stamped
Received November 1, 2019 subject to the conditions of approval and adopts the Findings of
Fact and discussion recommendation.
Weick: We have a valid motion. Do we have a second?
Tietz: Second.
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Weick: We have a valid motion from Commissioner Randall and a second from Commissioner
Tietz. Any comments before we go to vote? Thank you all on the commission for your
questions and diligence on this item.
Randall moved, Tietz seconded that the Planning Commission recommends the City
Council approve the preliminary plat to subdivide 2.71 acres into three lots and four
outlots and a variance to allow a private street and lots to be bisected by a public street as
shown in plans stamped “Received November 1, 2019”, subject to the following conditions
and adoption of the findings of fact and decision recommendation:
SUBDIVISION
Engineering:
1. The installation of a contiguous curb consistent with the Minnewashta Parkway corridor
shall be constructed where the existing driveway access is located (see City Detail Plate
#5203) immediately after the construction entrance at the location has been permanently
removed.
2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail
along the west side of Minnewashta Parkway. This ROW shall align with the newly
subdivided property to the north to ensure continuity and will be reviewed and approved
by the city prior to recording of final plat.
3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created
lots.
4. Covenants addressing the maintenance and snow plowing operations of the private street
shall be filed against all benefiting properties and submitted to the city for review and
approval prior to recording of final plat.
5. Grading plans shall be updated to illustrate drainage arrows.
6. Appendix B of the Stormwater Management Plan shall be updated to include drainage
arrows illustrating the direction of discharge from each sub-catchment.
7. Updated stormwater modeling verifying adequate capacity of downstream public
stormwater facilities and conveyance systems shall be provided for review and approval
prior to recording of final plat.
8. Plans shall be updated to address Sec. 18-57.p.4 regarding the design of adequate
drainage facilities for the private street.
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9. An updated SWPPP shall be submitted as plans are finalized, when the contractor and
their sub-contractors are identified, and as other conditions change. Review and approval
of the standalone document is required prior to any grading.
10. The newly extended 6” C900 water main shall be privately owned and maintained.
11. Coordination with all small utility companies for the excavation and underground utility
installations shall be maintained by the applicant and their contractor.
12. Lot 2’s water service shall be had from the newly extended water main; plans shall be
updated accordingly.
13. Updated plans shall be submitted as to not create a potential conflict or any crossing of
the sanitary service lateral to Lot 1 with the newly extended water main.
14. The applicant’s contractor shall field verify the serviceability of the existing sanitary
sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to
the city prior to connection of the existing sanitary sewer lateral.
15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to
ensure the technical expertise and funding mechanisms for the operation and maintenance
of the private street and stormwater treatment devices.
16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An
operation and maintenance plan must be approved by the Water Resources Coordinator,
or their designee, and recorded against the properties that details the HOA’s permanent
inspection, maintenance, and funding mechanism that ensures stormwater BMPs will
function as designed.
Construction Plan Review:
1. On sheet 2 of 10: for clarity, remove call-outs associated with curb & gutter removal or
bituminous removal as those are related to the installation of utilities and are addressed
on subsequent sheets; add to notes associated with removal of structures (e.g. house,
deck, sheds, etc.) that any removal requires a building permit; add to notes that any found
wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and
local regulations.
2. On sheet 3 of 10: illustrate existing public trail on the preliminary plat to ensure
appropriate ROW dedication; clarify shoreline area illustrated adjacent to “Outlot C” and
“Outlot D” on preliminary plat, it is unclear if this area is designated as D&U.
3. On sheet 4 of 10: update call-outs for sanitary sewer taps to incorporate “WYE” and not
“SADDLE”, update call-outs for removal and replacement of curb & gutter and
bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated
read “…shall be PE/PEX” and not copper, (the city specifications and plates are being
Chanhassen Planning Commission – December 3, 2019
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updated to incorporate no use of copper for water service laterals; detail plates and
specifications can be provided upon request); Note 6 should updated to address the need
for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City
Code regarding the location of the curb stop at the property line, however the plans
illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be
updated to incorporate the same requirement for water services (painted blue); Note 10
should be updated to incorporate language that tracer while shall meet city specifications,
also the notes are overlaid with another label and are illegible, update accordingly; add a
note to the effect that testing requirements for water main installation shall meet city
requirements and specifications, and that the coordination of testing (bacteria, pressure,
etc.) are to be coordinated with the Public Works Utility Department (952-227-1130).
4. On sheet 5 of 10: the call-out for the construction of the private drive entrance at Country
Oaks Drive shall include detail plate #5206 which will require the detail sheet to be
updated accordingly; construction of the private street and other utilities may encroach
into abutting properties, update the plans to incorporate notes for protection of private
property and private structures/landscaping or if a temporary construction easement is
required; provide a typical street detail that adequately addresses the 7-ton design
requirement; EOF should be shown, profile details for the EOF and storm pond shall be
provided with elevations, include the OCS within the storm pond detail; either update
Note 1 so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add
note that an Underground Utility Permit (ROW permit) is required for the connection to
the existing catch basin.
5. On sheet 6 of 10: illustrate the locations of all borings referenced in the geotechnical
report; illustrate drainage arrows for proposed elevations and grades; include in the
legend a detail for the house pad call-outs (G, TF, LL, WO) for clarity; show benchmark
location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the
lot and building to the south); include existing and proposed elevations at the following
locations – each lot corner, top of curb or centerline of roadway at each lot line extension,
center of proposed driveway at curb, grade at corners of proposed structure.
6. On Sheet 7 of 10: identify proposed stockpile locations; under the call-out for the silt
fence around pond, direct contractor to sheet 10 for additional notes on installation and
stabilization of pond; provide detail number for construction entrance call-out; all
construction access will be had through one approved construction entrance, thus the silt
fence on the northwest corner of the site should be contiguous (no gap), provide a second
phase of the erosion control plan for when the construction access off Minnewashta
Parkways is closed and stabilized per Engineering Condition (1.) and the construction
entrance at the northwest corner is active.
7. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to
the city for review prior to grading and that there will be no hauling during road
restrictions unless reviewed and approved by the city; update General Grading Note 20
that the city’s Water Resources Coordinator, or their designee, shall be notified 24-hours
prior to commencement of dewatering activities; update Erosion/Siltation Control Note
Chanhassen Planning Commission – December 3, 2019
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11 to eliminate “Contractor shall place Mirafi fabric and gravel over all catch basins…”,
if inlet protection is required it should meet the city specifications and detail plates (catch
basin sediment trap #5302A).
Parks:
1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be
collected as a condition of approval for two of the three lots. The park fees will be collected
in full at the rate in force upon final plat submission and approval. Based upon the current
single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600.
Environmental Resources Coordinator:
1. No required landscape plantings shown on the approved landscape plan may be planted
in any of the outlots.
2. Tree planting requirements on each lot are as follows: Lot 1 – 10 overstory deciduous, 8
evergreens; Lot 2 – 3 deciduous overstory, 5 evergreens; Lot 3 – 5 deciduous overstory, 3
evergreens.
3. Any tree removal on Outlot C or D shall be replaced 2:1 diameter inches on the same
outlot.
4. Tree preservation fencing must be installed around trees proposed to be saved prior to
any construction activities.
Planning:
1. Approval of the subdivision is contingent upon the applicant securing the segment of
property, to allow the applicant to achieve a 30-foot frontage on a public ROW off of
Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale
Homes Drive Subdivision from the city to the applicant.
2. The applicant shall combine Outlot C with Lot 3 and Outlot D with Lot 2.
All voted in favor and the motion carried unanimously with a vote of 5 to 0.
Weick: This motion passes unanimously 5 to 0. Thank you. Okay give me just one second.
APPROVAL OF MINUTES: Commissioner Skistad noted the verbatim and summary
Minutes of the Planning Commission meeting dated November 19, 2019 as presented.
ADMINISTRATIVE PRESENTATIONS.
Aanenson: Actually we had no Planning Commission items go forward so we do have the code
amendments. Those are going on the next meeting so the last two meetings we haven’t had,
Chanhassen Planning Commission – December 3, 2019
22
there’s a little bit of blow so because of the election and the like we hadn’t met so. I also just to
give you an update on what, this is our last meeting of the year and right now the deadline for the
first meeting in January, which would be the deadline would be this Friday. We’re not sure if
we’re going to have anything in or not so I’ll let you know so you can extend your holiday plans
so as soon as we know on Friday I’ll send out an email so everybody knows whether or not that
meeting but we do have some items that would be coming forward on the second meeting in
January so, but I’ll let you know on that. Keep you posted on that. I know it’s kind of nice to
anticipate the schedule so we’ll let you know on that.
Skistad: Do we have a new schedule for next year?
Aanenson: I’ll put that out, I’ll send that out to you on Friday too. What the meeting are yes.
That just got approved. Again we don’t meet on election nights or we try not to meet on
National Night Out too so I’ll put that out so. And then keep us informed on that. I’m trying to
think what other, upcoming projects we are talking about. Oh the one that we think will be
coming in the second meeting in January, there’s another small kind of boutique senior housing
and that would be over, next to Lake Ann Park. A piece of property that was owned by
Southwest Transit right in front of, right off Audubon there. About 40 units. One story. Kind of
like Beehive. Something like that so that one is in the works so that’s the one I think is probably
the most likely to go forward. We do anticipate some changes maybe to the Perkins site. We’ve
asked them to do a traffic study. We thought maybe that traffic study might come in this Friday.
Not sure where that sits on that but so those would be the ones, kind of the smaller ones.
Sharmeen’s got another small subdivision too. These infill ones. You can see the challenges
that we as planners. They see our job is trying to make all the pieces of the puzzle fit and not
everybody always wants to work together at the same time and people that are already there are
kind of entrenched about how the change happens and sometimes it makes for less desirable and
so that’s always our challenge that we try to work through so you’ve kind of seen that as we go
on this project what happens when you make one decision and it forces other decisions that may,
may or may not be good but fortunately I think we were able to make some things work. There
was some, a little bit of relief. The good news on that over sized lots. All those lots were well in
excess of so that was the win on that so. That’s all I had. I think I’ve got a couple items for
work session when you’re ready to adjourn and then we’ll just kind of go into more relaxed work
session.
Weick: Okay. Any questions for Kate?
McGonagill: Thank you and all your staff for the job they all did this year. We really appreciate
it.
Aanenson: Thank you.
McGonagill: You did a lot of work. A lot came through here.
Chanhassen Planning Commission – December 3, 2019
23
Weick: I would entertain a motion to adjourn.
Commissioner McGonagill moved to adjourn the meeting. All voted in favor and the
motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was
adjourned at 8:00 p.m.
Submitted by Kate Aanenson
Community Development Director
Prepared by Nann Opheim
PLANNING COMMISSION STAFF
REPORT
Tuesday, January 21, 2020
Subject City Council Action Update
Section ADMINISTRATIVE
PRESENTATIONS
Item No: D.1.
Prepared By Jean Steckling, Senior Admin. Support
Specialist
File No:
ATTACHMENTS:
City Council Action Update
City Council Action Update
MONDAY, DECEMBER 9, 2019
Avienda Preliminary Plat/Grading Permit Extension - Approved
Amendments to Chanhassen City Code and Approval of Summary Ordinance - Approved
Amendment to City Code Chapter 4, Fees - Approved
MONDAY, JANUARY 13, 2020
Bluff Creek Partners Discussion of Potential Development (Work Session item)
Approval of a Three Lot/Four Outlot Subdivision with Variances at 6760 Minnewashta Parkway
(Boylan Shores) - Approved
Minutes for these meetings can be viewed and downloaded from the city’s website at
www.ci.chanhassen.mn.us, and click on “Agendas and Minutes” from the left-side links.
g:\plan\forms\development forms\city council action update.docx
PLANNING COMMISSION STAFF
REPORT
Tuesday, January 21, 2020
Subject Lot Cover Overview
Section ADMINISTRATIVE
PRESENTATIONS
Item No: D.2.
Prepared By MacKenzie YoungWalters, Associate
Planner
File No:
BACKGROUND
The Planning Commission has requested that staff provide additional information on the city's lot coverage limits. The
attached report provides information on what the city defines as lot coverage, how much lot coverage is permitted in
various parts of the city, the city's policy on pervious pavers, and factors staff considers when evaluating lot coverage
variance requests.
ATTACHMENTS:
Lot Cover Briefing
Zoning Districts
PUDs
CITY OT CHANIIASSXI'I
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
MEMORANDUM
TO: Planning Commission
FROM: MacKenzieYoung-Walters,AssociatePlanner
DATE:Ianuary 21,2020
Lot Cover BriefingSUBJ:
PURPOSE
The city limits lot cover in order to help mitigate the impact of development on the environment.
Lot cover limits do this in two principal ways. First, they allow the city to anticipate the
maximum amount of stormwater a project will generate and ensures that the proposed
stormwater infrastructure meets the storage volumes and discharge rates established by the City
Code. Second, they limit the intensity or scale ofdevelopment by capping the percentage ofa
property that can be developed.
These two functions are intenelated, but they are not identical. For example, a property at one
hundred percent lot cover, i.e. every square inch covered by building and pavement, could design
a stormwater system that met all city standards; however, the loss of vegetation and greenspace
associated with this development would still negatively impact the natural environment and
sunounding property owners.
The following sections will touch on what lot cover is, how much is allowed, the use of pervious
pavements, and variances from the city's lot cover limits. The goal of this memo is to help
members of the Planning Commission understand the city's lot cover limits and feel comfortable
making decisions relating to lot cover.
Issue I : ll'hat is Lot Cover?
The city defines lot coverage as "that portion or percentage ofa lot that is covered by impervious
surfaces and pervious pavement." Impervious surface is subsequently defined as "a surface that
either prevents or retards the entry of water into the soil and causes water to run offthe surface in
greater quantities and at an increased rate of flow than prior to development." This definition is
deliberately broad and is designed to encompass the majority of improvements made on a
property. Finally, pervious pavement is defined as allowing "stormwater runoff to filter through
PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110
DISCLISSIO\
11OO MARKEI BOULEVARD . PO BOX I47 .CHANHASSEN .MINNESOTA 55517
Planning Commission
Lot Cover Briefing
Iar:luary 21,2020
Page 2
surface voids into an underlying stone reservoir where it is temporarily stored and,/or infiltrated."
Section 20-921 ofthe City Code further clarifies that in order to meet the definition, a pervious
pavement system must be designed to provide for specified rate and volume control and be
properly installed and maintained.
The city chose to define both impervious surfaces and pervious pavement as lot cover in
acknowledgement ofthe fact that pervious pavement does not have the same environmental
benefits as vegetative cover, and to avoid increasing the intensity ofdevelopment throughout the
city. For example, during the city's deliberations on how to treat pervious pavement, staff
conducted an analysis ofan industrial property and found that exempting pervious pavement
from lot cover limits would allow the building to expand from about 268,000 square feet to
approximately 329,000 square feet and reduce the greenspace on site from 30 percent to about
10.5 percent. The city concluded that this would create a very different visual impact for
surrounding land users and would significantly increase the development's traffrc impact. A
similar analysis was done for a property zoned single-family residential district (RSF) and a
property zoned residential low and medium density (RLM). and it was determined that these
properties would go from 75 to 40 percent greenspace and 65 to 31 percent greenspace,
respectively. In addition to the impact that this loss of greenspace would have on the city's
single-family neighborhoods, it would also allow many more properties to have large rear yard
accessory structues, i.e. detached two car garages or similarly sized storage sheds, which would
significantly impact the aesthetics of these neighborhoods.
While pervious pavement is included in the definition of lot coverage, there are two cofilmon
features within residential neighborhoods that are not considered either impervious surfaces or
pervious pavement. These.re the water portions of swimming pools and decks with gaps
allowing water to fall on to the ground below. The rationale behind this exemption is that
swimming pools have additional storage capacity that prevents rainwater that hits them from
running offat higher levels than occurred prior to their installation, and that water hitting a deck
before dropping to the ground below does not behave differently than water directly hitting the
ground. In both cases, these exceptions do allow for more intense development and the
replacement of greenspace within residential neighborhoods; however, the City Code limits
detached accessory structures, which include pools and detached decks, to occupying a
maximum of30 percent ofa rear yards, ensuring a minimum amount ofrear yard greenspace.
This maximum rear yard coverage limit and the fact that both decks and swimming pools are an
anticipated and accepted part ofthe residential landscape means that their presence does not
typically negatively impact other properties.
A quick rule of thumb for determining if something besides a pool or deck is or is not lot cover is
that ifa surface does not allow rain to hit the ground, it is lot cover.
Planning Commission
Lot Cover Briefing
lanuary 21,2020
Page 3
Isnte 2: How much lot cover is allowed?
The amount of lot cover permitted in each zoning
district varies based on the desired intensity of
development within the district and its proximity to
lakes and streams. Staff has included tables listing
the maximum permitted lot cover for each zoning
district and all residential planned unit developments
(PUDR) as attachments for reference. A general
table of permitted lot cover range by land use is
provided in this section. These general ranges are
also modified by the property's distance to lakes or
streams. If a property is within I ,000 feet of a lake or
300 feet of a stream, it is limited to 25 percent lot
cover if single-family residential,35 percent lot
cover is multi-family residential, and 70 percent lot
Lot Cover By Land Use Category
Land Use Category Range
Large Lot Residential 20%
Low Density Residential 25Yo lo 35Yo
Medium Density Residential
High Density Residential 35% to 5O/o
Office/lndustriaUCommercial 65%to TOYo*
*Note: The Business Fringe Distrid is an outlier ot
40%, ond so is the Centrol Business District, which
hos no lot cover limit.
35Yo lo SOY,
cover if it is an industrial property within the Lake Susan Shoreland District.
As was mentioned earlier, one of the functions of lot cover limits is regulating land development.
Establishing maximum intensity thresholds helps surrounding landowners and prospective
buyers anticipate how vacant land may be developed. For example, a low-density residential
district could have between 25 to 35 percent lot cover. This means that 65 to 75 percent ofthe
development will be open space. The existence of these limits encourages builders and
homeowners to balance the size oftheir house with the size oftheir garage, driveway, and
potential for adding sheds, patios and other accessory structues on the property. In this way,
these limits help to create consistent intra- and inter-neighborhood aesthetics.
The ranges permitted by different land use categories are further refined by a parcel's specific
zoning classification. For example, the RLM district allows detached single-family properties a
maximum of35 percent lot cover; however, in order to receive that zoning classification, a
developer must preserve significant areas of otherwise developable land. The city evaluates each
proposal individually and determines if the preserved lands provide geater benefit than the
potential environmental impact of allowing increased lot cover on the developed portion ofthe
property. Once that determination is made, the city would then require the developer to design
and install a stormwater system capable of properly managing the stormwater generated by the
development's impervious surfaces.
Similarly, limiting the maximum lot cover of industrial, office, and commercial districts directs
developers to balance the size ofa building with the size ofthe parking lot that will be required
to serve it, effectively establishing a ratio between parcel size and maximum building size. For
industrial, office, and commercial developments it is sometimes impossible for them to meet
stormwater management standards for their permitted lot coverage using the site's open space.
This is especially true in the Central Business District where sites are not subject to lot cover
Planning Commission
Lot Cover Briefing
Jxuary 2l,2020
Page 4
limits and in locations where the soils do not allow for sufficient infiltration rates. In these cases,
developers often have to install underground storage systems to manage their stormwater. These
types of systems are only practical in industrial, office, and commercial contexts where the
organization has the financial resources and technical expertise to install and maintain these
systems.
In all land use classifications, the lot cover limits established by the city represent an attempt to
balance the desired intensity ofdevelopment with the potential environmental impacts associated
with lot coverage.
Issue 3: Pervious Pavements
ln20l7, the City Council asked staff to investigate the possibility of exempting pervious pavers,
either in whole or in pa( from lot cover calculations in order to give residents who were at their
property's lot cover limit the opportunity to improve their property. Staff spent over a year
researching this issue, and presented the following findings to the City Council:
I ) Pervious pavements are a proven technology that facilitate the infiltration of stormwater
when properly designed, installed, and maintained.
2) Pervious pavement systems can fail and function as impervious lot cover when not
properly designed, installed, and maintained.
3) Class C and D soils, of which Chanhassen has a preponderance, are not well suited to the
use of pervious pavement systems.
4) Pervious pavements do not provide the same benefits as vegetative cover.
5) The Minnesota Department of Natural Resources considered pervious pavemens to be
impervious surfaces within shoreland management districts, and strongly encouraged
cities to do the same.
6) Lot coverage limits impact more than just stormwater management, and fully exempting
pervious pavements could significantly change the intensity of development within the
city.
Based on these findings and staff s understanding of the city council's goal in asking staff to
investigate changing city policy on pervious pavements, staff recommended increasing the RSF
district's lot coverage limit from 25 to 30 percent, with the condition that no more than 25
percent of the lot coverage could be in the form of impervious surfaces. Staff also proposed
enacting strict design and maintenance standards to ensure that these pervious pavement systems
functioned as intended and maintaining the existing 25 percent lot cover limit for properties
within the shoreland management district. The Planning Commission and City Council supported
stafls recommendation and the new ordinance went into effect on August l, 2018.
It should be noted that any property in the city can install pervious pavement systems; however,
ifthese systems are located outside ofthe RSF district or are not designed to city standards, they
are defined by ordinance as impervious surfaces. To date, several properfy's requesting lot cover
Planning Commission
Lot Cover Briefing
Jantry 21,2020
Page 5
variances have been required to utilize these systems in order offset proposed increases in
impervious surface. While many residents have expressed interest in installing these systems,
most have balked at the expense and effort required to properly design, install, and maintain a
pervious pavement system.
Issue 4: Variances
Many of the variance requests that come before the Planning Commission involve requests to
increase a property's lot cover beyond what is allowed by the zoning code. In addition to the
general criteria for ganting a variance, staff looks very closely at the area's stormwater
infrastructure, proposed stormwater mitigation, and absolute amount of lot coverage being
proposed when determining stafl s recommendation.
Since development's are designed to manage specific amounts of stormwater based on the
zoning district's lot coverage limits, granting multiple or large lot cover variances within an area
has the potential to overwhelm a neighborhood's stormwater infraslructure. While no single
variance is likely to create a neighborhood-wide stormwater problem, the cumulative impact of
multiple small variances can be substantial. This concem is especially true in older areas of the
city where stormwater infrastructure does not meet modem standards or may not be present at
all. Unfortunately, these areas are often the ones where older development patterns or changes in
the City Code have left residents in need ofa variance to conduct needed improvements.
In these cases, staff tries to identiff mitigation strategies that can offset the proposed increases to
lot coverage. Both rain gardens and pervious pavements are typical recommendations; however,
they are not appropriate for every site and may be cost prohibitive or excessive given the scale of
the project.
ATTACHME
r)
2)
Zoning District Maximum Lot Cover Table
PUDR Maximum Lot Cover Table
c:\PLAN\Mw\Refcrcnc-e-Examples-Templates-M isc\Lot Cover Brief in g.docx
Permitted Lot Coverage by Zoning District
Zoning District
Min Lot Area (sq.
ft.) Max Lot Cover %
Lot Cover at Max (sq.
ft.)
A-2 108,900 20% 21,780
RR 108,900 20% 21,780
RSF* 15,000
30% (25%
Imperv.) 4,500 (3,750)
R4 (single-family) 15,000 30% 4,500
R4 (two-family) 10,000 30% 3,000
RLM (single-family) 9,000 35% 3,150
RLM (two-family) 7,260 40% 2,904
RLM (multi-family) 5,445 50% 2,723
R-8 (two-family) 7,500 35% 2,625
R-8 (multi-family) 5,500 35% 1,925
R12 (two-family) 7,500 35% 2,625
R12 (multi-family) 3,600 35% 1,260
R16 2,700 50% 1,350
PUDR (detached SF) 11,000 30% 3,300
PUDR (attached SF) NA 30% NA
PUDR (high-density) NA 50% NA
PUD (office/industrial) NA 70% NA
PUD (commercial) NA 70% NA
PUD (mixed use) NA 70% NA
PUD (lifestyle) 10,000 70% 7,000
CBD 10,000 NA NA
BH 20,000 65% 13,000
BF 20,000 40% 8,000
BN 15,000 65% 9,750
IOP 43,560 70% 30,492
OI 15,000 65% 9,750
Shoreland (sf-riparian)# 20,000 25% 5,000
Shoreland (sf-nonriparian)# 15,000 25% 3,750
Shoreland (mf-riparian)# 35,000 35% 12,250
Shoreland (mf-nonriparian)# 26,000 35% 9,100
Shoreland (Non-res)^ 43,560 70% 30,492
*RSF lots outside the Shoreland Overlay District are permitted 30% lot cover, with a maximum 25%
impervious Surface. The additional 5% must take the form of a pervious pavement system meeting City
requirements.
#Numbers are for sewered recreational development lakes and multi-family (MF) lot sizes are for duplexes.
Tri and Quadplexes have larger minimum lot sizes. Lots along natural environment lakes also have larger
minimum lot sizes
^This is limited to industrial zones within Lake Susan Shoreland District. Since these properties are currently
zoned IOP that district’s minimum lot size is used.
Residential PUDs
PUD Name Referenced zoning Min Lot Size (sq. ft.) Lot Coverage*
Autumn Ridge Townhomes (93-5) R-8 2,520 30% (total site)
Arbor Glen (15-16) RLM 5,000 25% (total site)
Arboretum Village (92-2) R-8 835 30% (total site)
Camden Ridge (13-13) RLM 9,000 35% (total site)/25% (shore)
Chanhassen Gateway (06-5) None NA 50%
Chanhassen Hills (85-6) RSF 11,200 25%
Chanhassen Vista (86-1) RSF 11,000 30%
Chaparral (78-1) R-4 10,000/4,300 30% (total site)
Ches Mar (84-2) A-2 2.5 acres 20% (as amended)
Chesnutt Ridge (79-2) RSF 7,400 to 20,000 (by sub) 25-35% (by sub)
Fox Hollow (84-1) RSF 7,400 25% (total site)
Hidden Valley (85-1) RSF 7,500 30%/25% (shore)
Highlands at Bluff Creek (03-3) R-8 3,000 30% (total site)
Lake Susan Hills (87-3) RSF 15,000 25% (as amended)
Lakeside (06-26) R-16 2,700 50% (total site)
Laredo Lane (75-05) RSF 6,000 30%
Liberty on Bluff Creek (05-11) R-8 1,250 30% (total site)
Lynmore Addition (98-1) RSF 12,854 30%
Meadows at Long Acres (92-4) RSF 10,000 25%
Minnewashta Creek (78-3) RSF/RLM 8,266 to 20,000 (by sub) 25-30% (by sub)
Near Mountain (79-2) RSF 7,400 to 20,000 (by sub) 25-35% (by sub)
North Bay (95-1) RLM 2,600 50% (total site)
Oak Ponds (92-3) R-12 1,300 50% (total site)
Park, The (19-01) RLM 15,000/8,450 5,500/4,400
Pheasant Hills (83-1) RSF 10,000 30%
Preserve at Bluff Creek (06-14) RLM 8,000 30% (total site)
Preserve at Rice Lake (13-12) RLM 10,000 30% (total site)
Red Cedar Cove Town Homes (85-5) RLM 2,625 25% (total site)
Saratoga (77-1) R-4 10,000/6,000 30% (total site)
South Lotus Lake (85-4) RSF 11,700 30%/25% (shore)
South Lotus Villas (89-4) R-12 1,184 54%
Southwest Village (06-18) R-16 NA 50%
Springfield/Summerfield (00-3) RSF 11,000 30%/25% (shore)
Sunny Slope (?) RSF 11,300 25% (total site)
Townhomes at Creekside (96-3) R-8 1,950 30% (total site)
Triple Crown Estate (85-2) RSF 11,300 30% (total site)
Trotters Ridge (93-2) RSF 11,000 30%
Walnut Grove (96-4) RSF/R-4 10,400/3,400 30% (total site)
West Park (17-23) None None 50% (total site)
Western Hills (76-6) RSF 10,400 30%
Willowridge (91-3) RSF 14,000 30%/25% (shore)
Woods at Longacres (93-50) RSF 11,000 25%
Note: Many PUDs have provisions allowing the lot cover from out lots or other preserved areas of geenspace
to be reallocated to other lots within the development.
PLANNING COMMISSION STAFF
REPORT
Tuesday, January 21, 2020
Subject 2019 Year in Review and 2020 Work Plan
Section ADMINISTRATIVE
PRESENTATIONS
Item No: D.3.
Prepared By Bob Generous, Senior Planner File No:
SUMMARY OF REQUEST
The 2019 Year in Review and 2020 Work Plan is attached for discussion.
ATTACHMENTS:
Report and Recommended Work Plan
MEMORANDUM
TO:
FROM:
DATE
CITY OT CIIAI'IHASSXI'I
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Planning Commission
Kate Aanenson AICP, Community Development Director
Bob Generous, AICP, Senior Planner
January 21 ,2020
2019 Year in Review and 2020 Recommended Work PlanSUBJ:
As required by the City Code section 2-16.03 (e) Reports: The Commission shall make an
annual written report to the Council containing the Commission recommendation for the ensuing
year.
Staff estimates an April 1, 2020 population of 27,170. The Decennial U.S. Census will be
undertaken in 2020.
Below is a summary of items the Planning Commission reviewed in 2019 as well as possible
work projects for 2020. If there are additional items, projects, or research the Planning
Commission would like to undertake for 2020, please provide direction to staff.
Planning staff reviewed four fewer development review applications in 2019 than in 2018, l6
versus 20. Included as part ofthese applications were one conditional use permit, one planned
unit development (PUD), one interim use permit, five site plan reviews, four subdivisions, and
ten variances, which resulted in 16 cases being reviewed by the Planning Commission. In
addition, the Commission reviewed 24 code amendments.
In 2019, the city issued building permits for 58 dwelling units, which was approximately 30
percent ofour projected housing growth for 2019. We are projecting a two percent (2%) increase
(approximately 200 units) in total housing stock for 2020. However, as can be seen in the
average residential building permit data ( 132 single-family and 69 attached units), there is
currently a slight deficiency of approved residential lots available for development with a lot
inventory of 123 platted single-family lots and 24 attached single-family lots.
PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110
7OO I4ARKET BOULEVARD .PO BOX I47 . CHANHASSEN . MINNESOTA 55517
BACKGROUND
2019 REVIEW
Planning Commission
Community Development Annual Report
January 21, 2020
Page 2
2020 WORK PROGRAMS
Development Review
Staff anticipates the development of the Park property located west of Lake Ann in 2020, which
received final plat approval in 2019 for its first phase, will contribute to significant building
permit activity. Additionally, a major residential project for 2020 will likely be the housing
component of the proposed Avienda Lifestyle Center. We continue to have discussions about
previously approved but undeveloped multi-family projects. New commercial and residential
projects will be included as part of the Avienda development and will continue on a lot-by-lot
basis as the population increases as well as the redevelopment of existing commercial areas that
have reached their effective design utility.
With City Council approval of a development stage (final plat) review for the Avienda Lifestyle
Center PUD at Highway 212 and Powers Boulevard in 2018, grading will be competed in 2020
and some development (site plans) will move forward. Staff anticipates the PUD will be
amended in conjunction with the grading and infrastructure stage. The preliminary plat and PUD
rezoning were approved in 2017 and the preliminary plat has been extended until June 2020.
City Code
With the adoption of the Local Water Management Plan on December 10, 2018, staff will assist
the Water Resources Coordinator in the drafting of revisions to the wetland ordinance and the
surface water management requirements of City Code. The 2040 Comprehensive Plan is at the
Metropolitan Council. Once the Metropolitan Council has completed its review, the city will
need to make amendments to the City Code to implement the Plan. Additionally, there are
numerous minor code corrections and revisions that staff has been compiling over 2019, which
will be brought forward as time permits in 2020.
Comprehensive Plan
The city is required by the Metropolitan Land Plan Act (MN§473) to update our Comprehensive
Plan every ten years. The City of Chanhassen is designated by the Metropolitan Council as an
Emerging Suburban Edge Community. The city began its 2040 Comprehensive Plan update in
2017 and will complete the process of adopting it this February.
The Comprehensive Plan serves as a guide for the local decision-making process. The
cornerstone of such a comprehensive planning process is the development and adoption of goals
and policies which identify the desired qualities and overall vision for the future of the
community. These goals and policies are based on the needs of the city along with the unique
characteristics and values of the community. The Comprehensive Plan is divided into ten
chapters: Introduction, Land Use, Housing, Natural Resources, Parks and Trails, Transportation,
Sewer, Water, Surface Water and Capital Improvements and Implementation. The goals and
Planning Commission
Community Development Annual Report
January 21, 2020
Page 3
policies established for each chapter will serve as guidelines for specific recommendations for
future development.
The city has submitted the 2040 Comprehensive Plan for Metropolitan Council review. We have
completed two rounds of providing additional information, revised language and analysis; our
submittal has been found complete for review. The Metropolitan Council will complete their
review in January 2020. The 2040 Comprehensive Plan cannot be adopted until the
Metropolitan Council has completed their review and finds the plan conforms with the Thrive
MSP 2040 plan (the metropolitan system plans), consistent with adopted policy plans and
compatible with plans of affected and adjacent jurisdictions. Staff will bring the chapters of the
2040 Comprehensive Plan to the Planning Commission for discussion and review in conjunction
with our long-range planning.
Miscellaneous
Staff will provide periodic items for long-range planning as the hearing schedule and time
permits. Some items in addition to the Comprehensive Plan include housing demands and
trends, demographic statistics, mixed-use development, sustainable development, development
trends, redevelopment issues, transportation projects, senior-friendly cities, etc.
Another joint Environmental, Parks, Senior and Planning Commission tour will be scheduled for
late summer 2020.
ACTION
The Planning Commission may present additional items, which they may review/research in
2020. Any other suggestions that the Commission would like to see staff address will be added
to the list. Subject to Planning Commission concurrence, staff will forward this report to the
City Council.
ATTACHMENTS
1. Permits and Inspections
2. Development Review
3. Community Development Mission Statement
\\cfs5\cfs5\shared_data\plan\planning commission\annual reports\2019 year in review.docx
1
PERMITS
and
INSPECTIONS
BUILDING
COMMUNITY DEVELOPMENT
DEPARTMENT
The Building Division contains two support staff, one building official and four inspectors. Eric
Tessman is the building official for the city. The inspectors review building plans for
compliance with building codes, inspect buildings under construction, and enforce property
maintenance issues. Support staff issue the building permits, schedule inspections, receive all
permit applications and distribute building plans for city review.
2
In 2019, the city issued four permits for projects with building permit valuation in excess of one
million dollars.
Commercial and Institutional Construction
Project Location Value
Camp Tanadoona 3300 Tanadoona Drive $3,850,000
Control Concepts 8077 Century Boulevard $5,400,000
Holasek Business Park – Bldg. A 8600 Shelby Court $13,144,000
Holasek Business Park – Bldg. B 8700 Shelby Court $7,000,000
New Single-Family Home Construction
Year Permits Average Valuation Total Valuation
Average New
Single-Family
Home Values
excludes land cost
2019 40 $637,390 $25,495,591
2018 49 $406,275 $19,865,000
2017 55 $420,195 $22,798,000
2016 46 $401,638 $18,834,000
2015 80 $373,128 $30,397,000
2014 57 $388,965 $21,863,000
Inspections
Year Building
Inspections
Mechanical
Inspections
Plumbing
Inspections
Total
Inspections
2019 3,467 1,708 1,667 6,842
2018 2,863 1,425 1,551 5,839
2017 2,583 1,490 1,405 5,478
2016 2,722 1,459 1,770 5,951
2015 3,835 1,681 1,770 7,286
2014 3,594 2,189 1,736 7,519
3
2018 Building Permit Activity
Residential Building
Permits
1st
Quarter
2nd
Quarter
3rd
Quarter
4th
Quarter Total
Residential Single-Family 4 15 11 10 40
Residential Townhomes 0 12 6 0 18
Apartments/Senior Facilities 0 0 0 0 0
Total Residential 4 27 17 10 58
Commercial Building
Permits
1st
Quarter
2nd
Quarter
3rd
Quarter
4th
Quarter Total
New 0 0 3 0 3
Redeveloped 0 0 0 1 1
Remodeled 13 14 20 11 58
Total Commercial 13 14 23 12 62
Available Lot Inventory (End
of Quarter) 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter
Single-Family Lots 99 81 75 120
Residential Townhome Lots 42 42 30 24
Total Available Lots 141 123 105 144
Total Permit History 2015 2016 2017 2018 2019
Single-Family 100 48 55 49 40
Townhomes 4 0 12 56 28
Apartments/Senior Facilities 0 76 0 268 0
Commercial 109 109 73 72 76
Total Number of All Permits 213 233 140 445 144
4
Residential Building Permits Issued
Year Single-Family Duplex Townhouses Apartments Dwelling
1980 41 18 40 99
1981 22 2 24
1982 19 2 21
1983 60 8 36 104
1984 108 34 24 166
1985 189 38 20 18 265
1986 246 8 8 262
1987 289 2 32 323
1988 352 26 34 412
1989 307 14 62 383
1990 197 197
1991 191 191
1992 228 Attached single-family* 228
1993 251 16 267
1994 269 110 379
1995 216 197 65 478
1996 170 37 207
1997 177 97 274
1998 263 162 425
1999 187 88 277
2000 124 34 162 320
2001 85 44 100 229
2002 54 246 300
2003 59 94 243 396
2004 76 16 92
2005 60 24 0 84
2006 89 42 48 179
2007 65 86 18 169
2008 28 38 66
2009 71 14 85
2010 71 30 101
2011 106 62 168
2012 107 78 185
2013 89 86 0 175
2014 57 96 0 153
2015 80 24 0 104
2016 48 0 76 124
2017 55 12 0 67
2018 49 56 268 373
2019 40 18 0 58
Average 130 67 66 210
5
HOUSING PERMITS
1
DEVELOPMENT REVIEW
PLANNING
COMMUNITY DEVELOPMENT
DEPARTMENT
The Planning Division consists of the Community Development Director, three planners and a
natural resource specialist. The Planning staff enforces the zoning ordinance, reviews building
plans, prepares current and long-range plans for the community, discusses development potential
for individual properties, reviews development proposals and coordinates this review with other
departments and agencies, prepares reports for the Planning Commission and City Council,
provides information about the community to businesses, property owners and the general
public, performs research projects and writes ordinances and resolutions.
2
There were 86 applications submitted to the Planning Division resulting in 20 cases reviewed by the Planning
Commission.
PLANNING CASES
TYPE 2015 2016 2017 2018 2019
5 Yr.
Avg.
SIGN PERMITS 92 75 37 62 36 60
VARIANCES 9 12 13 9 10 11
CONDITIONAL USE PERMITS 6 3 2 3 1 3
INTERIM USE PERMITS 3 4 0 0 1 2
REZONINGS 3 2 1 1 0 1
SITE PLAN REVIEWS 6 3 3 3 5 4
PLANNED UNIT
DEVELOPMENTS 5 2
3 4 1 3
SUBDIVISIONS 5 4 3 4 4 4
VACATIONS 1 3 6 1 3 3
WETLAND ALTERATION
PERMITS 0 2
1 1 1 1
CODE AMENDMENTS 2 1 13 6 24 9
LAND USE PLAN
AMENDMENTS 1 0
0 1 0 0
TOTAL 123 111 82 95 86 101
RESIDENTIAL SUBDIVISIONS
CASE # PROJECT NAME GROSS
ACRES
NET
ACRES
TOTAL
UNITS
GROSS
DENSITY
NET
DENSITY
2018-13 Glendale Drive
Road 2.297 2.142 5 2.18 2.33
2019-01 The Park (Phase 1) 158.45 11.55 55 0.35 4.76
TOTALS 160.75 13.69 60 0.37 4.38
3
SITE PLAN REVIEW
Planning Commission Attendance
January 15February 5February 19March 5March 19April 2April 16May 7May 21June 4June 18July 2July 16August 6August 20September 3September 17October 1October 15November 5November 19December 3Percentage
of
Attendance April -
Dec.
Aller
4/10 - 4/19 1 1 1 0%
Undestad
4/5 - 4/17 0 1 0 1 0 0 1 1 0 1 0 1 1 1 0 0 54%
Weick
4/13 - 4/16 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 92%
Tietz
4/15 - 4/17 1 0 0 1 1 0 1 1 0 0 1 0 0 1 1 1 62%
Randall
6/16 - 4/18 1 0 1 0 1 1 0 1 1 1 1 1 1 0 1 1 77%
Michael McGonagill
4/18 1 1 1 1 1 0 0 1 0 1 1 1 1 0 1 1 69%
Madsen
4/15 - 4/19 1 1 1 0%
Douglas Reeder
4/19 1 1 1 1 0 1 1 0 1 1 1 1 0 77%
Skistad
4/19 0 1 1 0 1 1 1 1 1 1 0 1 1 77%
Total Attended 6 0 5 5 0 5 6 0 4 3 5 0 4 0 6 4 6 5 3 0 6 4
Number of meetings
to date:13
red = no meeting
Project Location Developer
Building
Square
Feet
Acres Type of Use
Control
Concepts
877 Century
Boulevard
Bauer Design
Build, LLC 54,276 5.2 Office
Warehouse
Camp
Tanadoona
3300
Tanadoona
Drive
Magney
Architecture 10,500 62.14 Dining Hall
Life Time
Parking
2970 Water
Tower Place Life Time 5.23
184 Space
Parking Lot
expansion
Excel Meter Pole 2150 Lyman
Boulevard Excel Energy 9.96 145 Foot
Tower
Tequila Butcher 590 West 79th
Street
Chanhassen
Butcher, LLC 1.24 1,577 square
foot patios
TOTAL 64,776
4
5
6
7
8
CHANHASSEN POPULATION Number Increase Percent
Increase Met Council
1960 CENSUS 3,411
1970 CENSUS 4,879 1,468 43%
1980 CENSUS 6,359 1,480 30%
1990 CENSUS 11,732 5,373 84%
1995 ESTIMATE 15,588 3,856 33%
1996 ESTIMATE 17,021 1,433 9%
1997 ESTIMATE 17,571 550 3%
1998 ESTIMATE 18,331 760 4%
1999 ESTIMATE 19,357 1,026 6%
2000 CENSUS 20,321 964 5% 20,321
2001 ESTIMATE 20,982 661 3.3% 21,100
2002 ESTIMATE 21,561 579 2.8% 21,345
2003 ESTIMATE 22,376 1,394 6.5% 21,600
2004 ESTIMATE 23,431 1,055 4.7% 22,042
2005 ESTIMATE 23,652 221 0.9% 22,518
2006 ESTIMATE 23,864 212 0.9% 22,017
2007 ESTIMATE 23,506 (358) -1.5% 22,395
2008 ESTIMATE 23,153 (353) -1.5% 22,590
2009 ESTIMATE 22,806 (347) -1.5% 23,629
2010 CENSUS 22,952 146 0.6% 22,952
2011 ESTIMATE 23,179 227 1.0% 23,247
2012 ESTIMATE 23,484 305 1.3% 23,779
2013 ESTIMATE 23,954 470 2.0% 24,155
2014 ESTIMATE 24,388 434 1.8%
2015 ESTIMATE 24,655 267 1.1% 25,194
2016 ESTIMATE 24,951 296 1.2%
2017 ESTIMATE 25,273 322 1.3
2018 ESTIMATE 26,088 815 3.2
2019 ESTIMATE 26,355 267 1.1
2020 PROJECTION 27,170 815 3% 26,700
2025 PROJECTION 29,022 2,140 8%
2030 PROJECTION 30,834 1,812 6% 31,700
2035 PROJECTION 31,995 1,161 4%
2040 PROJECTION 33,384 1,389 4.3% 37,100
9
The Park
The Park, located at 7141 Galpin Boulevard, is a single-family residential subdivision on 191
acres. On March 11, 2019, City Council approved the Subdivision Preliminary Plat creating 169
lots, three outlots and dedication of public right-of-way. On Monday, August 12, 2019, the
Chanhassen City Council approved the first phase Subdivision Final Plat creating 50 lots, six
outlots and right-of-way for public streets. Only one of the outlots is planned for additional
residential development. In conjunction with the project, the city is planning on development of
the parkland between and to the west of Lake Ann and Lake Lucy, which will be an extension of
Lake Ann Community Park.
The following outlots were conveyed to the city with The Park final plat:
Parcel Conveyance Use of parcel
Outlot A Warranty Deed to the city 50 Acres of Public Park and 50 Acres of Wetland
Outlot B Warranty Deed to the city Stormwater Pond
Outlot C Warranty Deed to the city Parking Lot for Trail Access
Outlot D Warranty Deed to the city Wetland and Drainage and Utility Easement
Outlot F Quit Claim Deed to the city City Well House
At least two more future phases will final plat the rest of the development. These phases will be
platted as homes are built on the initial phases and more lots become necessary. Construction of
the first phase is underway with a model home being constructed this fall.
First Phase Final Plat
Park & Open
10
Glendale Drive Homes
Final plat approval to replat 2.14 acres into five lots and one outlot, located at the southwest
intersection of Minnewashta Parkway and Glendale Drive.
11
Control Concepts
Control Concepts is a 54,276 square-foot, two-story office, warehouse and manufacturing
building at 8077 Century Boulevard on Lot 2, Block 1, Arboretum Business Park 7th Addition.
Control Concepts is currently leasing space in the Dell Five development on the east end of
Chanhassen. They have outgrown their space and are looking to expand into their new building
this winter. In conjunction with their development, they will be constructing a trail connection
from Century Boulevard to the Chanhassen Nature Preserve, which is a 100-acre open space
located to the east of their site. Construction has begun this fall and should be completed by the
summer of 2020.