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AGENDA
Planning Commission Regular Meeting
Tuesday, January 23, 2024
6:30 PM
City Council Chambers, City Hall
1. CALL TO ORDER/PLEDGE OF ALLEGIANCE
2. ADDITIONS TO AGENDA
3. AUDIENCE INPUT
4. CONSENT AGENDA
a. Minutes of the December 18, 2023 Regular Meeting
b. Request by Maplewood Development for Approval of the Amber Fields 13th Addition
Final Plat.
5. OLD BUSINESS
6. PUBLIC HEARINGS
a. Request by Maplewood Development for Rezoning, a Major Amendment to the
Amber Fields Planned Unit Development Agreement, Preliminary and Final Plat
approval for Amber Fields 14th Addition.
b. Request by Independent School District 196 for approval of a rezoning of the site
from AG-Agricultural to R1-Low Density Residential, minor subdivision, conditional
use permit, and site plan review for an elementary school to be constructed on site.
c. Request by Spectro Alloys for approval of a preliminary plat, a site plan review, and a
variance to construct a 70,000 square foot addition to the existing building at 13135
Doyle Path and combine the site into a single parcel.
d. Request by Maplewood Development for Amber Fields 15th Addition preliminary and
final plat approval to create 167 single-family lots.
e. Renewal of the Danner, Inc. Small Scale Mineral Extraction Permit for 2024.
7. NEW BUSINESS
8. DISCUSSION
9. ADJOURNMENT
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ROSEMOUNT PLANNING COMMISSION
REGULAR MEETING PROCEEDINGS
DECEMBER 18, 2023
CALL TO ORDER/PLEDGE OF ALLEGIANCE
Pursuant to due call and notice thereof, a regular meeting of the Rosemount Planning
Commission was held on Monday, December 18, 2023, at 6:30 PM. in Rosemount Council
Chambers, 2875 145th Street West.
Chair Kenninger called the meeting to order with Commissioners Whitman, Reed, Hebert, and
Thiagarajan. Commissioner Rivera was absent.
Staff present included the following: Community Development Director Kienberger, Senior
Planner Nemcek, Planner Hogan, and Community Development Technician Grant.
ADDITIONS TO AGENDA
None.
AUDIENCE INPUT
None.
CONSENT AGENDA
Motion by Kenninger Second by Reed
Motion to approve the Consent Agenda.
Ayes: 5.
Nays: None. Motion Carried.
a. Minutes of the November 28, 2023 Regular Meeting
b. Resignation of Commissioner Powell
OLD BUSINESS
PUBLIC HEARINGS
a. Renewal of the Vesterra, LLC, and Stonex, LLC, Small Scale Mineral Extraction Permit
for 2024.
Senior Planner Nemcek presented the application for a renewal of a small-scale mineral extraction
permit for 2024 from Vesterra, LLC, and Stonex, LLC.
The public hearing opened at 6:35 pm. The public hearing was closed at 6:36 pm.
Motion by Kenninger Second by Reed
Motion to close the public hearing.
Page 2 of 221
Ayes: 5.
Nays: None. Motion Carried.
Commissioner Comments:
Commissioner Reed thanked the applicant for being great to work with over the years as a partner.
Motion by Reed Second by Hebert
Motion to recommend City Council approve renewal of the Vesterra, LLC, and Stonex, LLC,
Small Scale Mineral Extraction Permit for 2024, subject to the terms and conditions in the
attached 2024 Conditions for Mineral Extraction.
Ayes: 5.
Nays: None. Motion Carried.
b. Renewal of the Shafer Contracting Co., Inc. Small Scale Mineral Extraction Permit for
2024
Senior Planner Nemcek presented the application for a renewal of a small-scale mineral extraction
permit for 2024 from Shafer Contracting Company.
Commissioner Whitman asked for clarification on the compaction testing requirement. Senior Planner
Nemcek stated that the soil needs to be compacted to at least ninety-five percent (95%) in order for the
soil and land to be redeveloped in the future. Nemcek noted that the soil compaction testing results
met that minimum requirement.
The public hearing opened at 6:42 pm. The public hearing closed at 6:43 pm.
Motion by Kenninger Second by Reed
Motion to close the public hearing.
Ayes: 5.
Nays: None. Motion carried.
Commissioner Comments:
Chair Kenninger expressed thanks for cooperation and consistency in mining operations from the
applicant.
Motion by Kenninger Second by Thiagarajan
Motion to recommend the City Council renew the Shafer Contracting Co., Inc. Small Scale
Mineral Extraction Permit for 2024, subject to the terms and conditions in the attached Draft
2024 Conditions for Mineral Extraction.
Ayes: 5.
Nays: None. Motion Carried.
c. Renewal of the Dakota Aggregates Large Scale Mineral Extraction Permit for 2024
Senior Planner Nemcek presented the application for a renewal of a large-scale mineral extraction
permit for 2024 from Dakota Aggregates, LLC.
Page 3 of 221
Chair Kenninger asked on the record if there was a noise issue, having worked with Dakota Aggregates
in the past and working to figure out what was going on, or how to reduce it, or if something was
happening. Chair Kenninger asked if it is something that gets reported back to Dakota Aggregates, and if
it could be something that could be addressed by them, or if there's something to be done. Senior
Planner Nemcek verified yes to Chair Kenninger's questions. Commissioner Reed asked how the timing
and distance would affect Amber Fields' development. Nemcek deferred to the applicant, stating it
depends on the type of jobs coming through and the level of activity of the mine.
The public hearing opened at 6:54 pm.
Ruth Simon - 14642 Bloomfield Path Rosemount, MN
Simon asked if there are any restrictions on noise from machinery, particularly at night.
Matt Mettling - 423 Ramsey Ct Carver, MN
Commissioner Reed asked about phasing of the the north mine for Dakota Aggregates, and the noise
levels pertaining to the adjacent neighborhood development, Amber Fields. Dakota Aggregates
Operating Manager Mettling stated that there are six to seven phases of the north mine, which the
company will have to leave by the end of 2028; phase 11B is not included within that. Mettling said
there will be a berm on the edge of phase 11 with no height requirement, in addition to an access road
within the mine phase. Mettling noted it is approximately fifty to sixty feet from the north mine to the
edge of the Amber Fields development. Mettling noted that the University of Minnesota and the
developer are working to put in a fence for the Amber Fields development for security to keep the
residents out of the mining area. Chair Kenninger clarified that the residents buying the houses are
cognizant of the mining operations adjacent to Amber Fields, and that they will mostly be gone in two
to three years.
Chair Kenninger asked for clarification on operating times. Operating Manager Mettling clarified that on
the north end of the mine, there is only a loader hitting the face of a stockpile and the material is
conveyed, transporting material. Mettling stated the company is permitted to run 24 hours. Mettling
noted operations may slow depending on projects.
The public hearing closed at 7:00 pm.
Motion by Kenninger Second by Reed
Motion to close the public hearing.
Ayes: 5.
Nays: None. Motion carried.
Commissioner Comments:
Commissioner Reed and Commissioner Whitman asked questions regarding noise levels, and the
possibility of a super-berm. Senior Planner Nemcek stated the northern mining operation changed
hauling routes, limited hauling times, placing the equipment below grade to prevent noise traveling,
and investigated previous noise complaints. Nemcek noted there is an opportunity to adjust
requirements down the line to mitigate noise levels should issues arise in the future, and that a super-
berm would require further discussion. Nemcek noted that there was noise monitoring and other
research done a few years back and that the noise complaints have significantly decreased since
implementing noise mitigation measures.
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Motion by Reed Second by Hebert
Motion to recommend the City Council renew the Dakota Aggregates Large Scale Mineral
Extraction Permit for 2024, subject to the terms and conditions in the attached 2024 Draft
Conditions for Mineral Extraction Permit
Ayes: 5.
Nays: None. Motion Carried.
d. Renewal of the Carl Bolander and Sons, LLC, Small Scale Mineral Extraction Permit for
2024
Community Development Technician Grant presented the application for a renewal of a small-scale
mineral extraction permit for 2024 from Carl Bolander & Sons, LLC.
Commissioner Whitman asked for clarification on soil compaction test results. Community Development
(CD) Technician Grant deferred to the applicant and noted the Terracon representative listed in the
compaction testing reports. Grant clarified that the soil tests water content, density and compaction for
future research, construction, and development.
The public hearing opened at 7:08 pm. The public hearing closed at 7:09 pm.
Motion by Kenninger Second by Hebert
Motion to close the public hearing.
Ayes: 5.
Nays: None. Motion Carried.
Motion by Kenninger Second by Hebert
Motion to recommend City Council approve renewal of the Carl Bolander & Sons, LLC, Small
Scale Mineral Extraction Permit for 2024, subject to the terms and conditions in the attached
2024 Conditions for Mineral Extraction.
Ayes: 5.
Nays: None. Motion Carried.
e. Renewal of the Max Steininger, Inc. Small Scale Mineral Extraction Permit for 2024
Planner Hogan presented the application for a renewal of a small-scale mineral extraction permit for
2024 from Max Steininger, Inc.
The public hearing opened at 7:15 pm. The public hearing closed at 7:15 pm.
Motion by Kenninger Second by Reed
Motion to close the public hearing.
Ayes: 5.
Nays: None. Motion .
Motion by Kenninger Second by Reed
Page 5 of 221
Motion to recommend renewal of the Max Steininger, Inc. Small Scale Mineral Extraction
Permit for 2024 to City Council, subject to the terms and conditions in the attached Draft
2024 Conditions for Mineral Extraction.
Ayes: 5.
Nays: None. Motion .
f. Zoning Ordinance Text Amendment Request to Section 11-5-2: Supplementary
Regulations to allow for horseshoe/looped shaped driveways within the RR-Rural
Residential Zoning District.
Planner Hogan presented the application for a zoning text amendment to section 11-5-2, which would
allow horseshoe and loop-shaped driveways within the RR-Residential Rural zoning district.
Commissioner Reed asked about minimum lot width and access on non-city roads. Planner Hogan
shared that 200 feet width is required for rural-residential lot dimensions within that zoning district.
Hogan noted that the city does not have jurisdiction over state or county roads, hence specifying access
to non-city roads within the text amendment. Commissioner Thiagarajan asked if there is a minimum
distance requirement between curb cuts. Planner Hogan stated there is not one currently in the
presented standards and text amendment, but it could be implemented or looked into. Commissioner
Whitman confirmed with Planner Hogan that the zoning text amendment needs to be considered by
itself, separate from the background information including code enforcement issues.
The public hearing opened at 7:23 pm.
Megan Rogers - Larkin Hoffman - 8300 Normandale Blvd, Bloomington, MN
Rogers thanked city staff for the opportunity to come to a solution about a zoning text amendment on
behalf of the applicant. Rogers asked for the city and commission's thoroughness in reviewing
surrounding city codes and policies, where multiple curb cuts are permitted in rural residential areas.
Rogers noted that there is high value on the City Engineer's review of driveways to ensure safety within
the proposed text amendment.
The public hearing closed at 7:25 pm.
Motion by Kenninger Second by Reed
Motion to close the public hearing.
Ayes: 5.
Nays: None. Motion Carried.
Commission Comments:
Chair Kenninger expressed that it is preferred for property owners to work with City Staff prior to
implementation in case a costly improvement needs to be removed or changed.
Commissioner Whitman asked about the code violation as it pertains to the applicant's driveway.
Planner Hogan stated that letters were sent, the code enforcement officer talked to the property owner
in the summer of 2023, and once the code violation was known to city staff another letter was sent out,
and there were discussions with the property owner to come up with this solution. Community
Development Director Kienberger stated that the city code is set up to send a notice for owners to
remedy the situation or come up with a solution with city staff to aim for code compliance. Kienberger
Page 6 of 221
shared that the final enforcement mechanism is proceeding with prosecution through the Dakota
County court system or abatement by the city. Commissioner Whitman thanked the applicant and
Larkin Hoffman for the detailed letter.
Motion by Kenninger Second by Whitman
Motion to recommend the City Council approve the Text Amendment to the Zoning
Ordinance Modifying Section 11-5-2: Supplementary Regulations to allow for horseshoe or
looped driveways with no more than two curb cuts within the RR-Rural Residential Zoning
District.
Ayes: 5.
Nays: None. Motion Carried.
NEW BUSINESS
None.
DISCUSSION
Chair Kenninger stated that Commissioner Powell's chair will be opened for re-appointment in
the spring of 2024 and reminded Commissioners of future Planning Commission dates in 2024.
Community Development Director Kienberger noted that appointment will be opened for
applications early spring of 2023.
ADJOURNMENT
There being no further business to come before the Planning Commission, the meeting was
adjourned at 7:32 p.m.
Respectfully submitted,
Alysha Grant
Community Development Technician
Page 7 of 221
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: January 23, 2024
Tenative City Council Meeting: February 6, 2024
AGENDA ITEM: Request by Maplewood Development for Approval
of the Amber Fields 13th Addition Final Plat.
AGENDA SECTION:
CONSENT AGENDA
PREPARED BY: Julia Hogan, Planner AGENDA NO. 4.b.
ATTACHMENTS: Site Location, Final Plat, Existing Conditions;
Phasing Plan; Site Plan; Grading and Drainage Plan;
Erosion Control Plan; Utility Plan; Landscape Plan,
City Engineer's Memo Dated January 15, 2024,
Parks and Recreation Director's Memo Dated
January 17, 2024
APPROVED BY: AK
RECOMMENDED ACTION:
1. Motion to recommend the City Council approve the Final Plat for Amber Fields 13thAddition, subject
to:
a. Execution of a Subdivision Agreement
b. Drainage and utility easements with storm sewer infrastructure may contain fences but shall
be required to include gates to provide truck access; shall prohibit sheds or other accessory
structures; and shall prohibit landscaping that would impede drainage.
c. Submission of $300/tree plus 10% for Landscaping Surety, taking into account any surety
already received.
BACKGROUND
SUMMARY
Owner: Earl Street Partners II, LLC.
Preliminary Plat Acres: 14.68 Acres
Met Council Net Acres: 14.68 Acres
Residential Lots Created: 37 Single-Family Residential Lots
Gross Density: 2.52 Units/Acre
Net Density: 2.52 Units/Acre
Comprehensive Plan Guiding: MUR - Mixed Use Residential
Current Zoning: R1 - Low Density Residential
The Planning Commission is being asked to consider a request by Maplewood Development for
approval of a Final Plat for Amber Fields 13th Addition to create 37 single-family residential lots. This
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final plat will consist of the first phase of development for the 13th Addition preliminary plat area that
was approved by council. The final plat is necessary to facilitate subdivision of the property into
individual residential lots, and public streets. Staff finds the application consistent with the preliminary
plat for this area and recommends approval of this application subject to the conditions listed above.
BACKGROUND
The present applications are the latest step in a long process of planning for the development within
UMore Park. The developer received Planned Unit Development approval with Rezoning from the City
Council at its September 7, 2021, meeting. The Planned Unit Development anticipated roughly 1,959
residential units, which were to include a mixture of housing types such as single-family lots,
townhome lots, and multifamily lots. There are a total of 13 Amber Fields additions that have been
approved by the City Council. Preliminary Plat Areas that have been approved by City Council include
Amber Fields 2nd, 3rd, 4th, 5th, 6th, 7th and 8th additions with additions the 9th, 10th, 11th and 12th
being the remaining areas of the designated preliminary plat areas that are shown in the table below.
There has been a total of 1,458 housing units approved so far within the Amber Fields Development
Area and the table below shows the break down of units that have been approved per addition.
Amber Field Additions Housing Type Total Units Approved by City
Council
Amber Fields 2nd and 12th Additions Single Family and
Townhome
301 units May 2022 and
September 2023
Amber Fields 3rd and 11th Additions Single Family 182 units June 2022 and
September 2023
Amber Fields 4th and 9th Additions Single Family 108 units July 2022 and April 2023
Amber Fields 5th and 10th Additions Single Family 124 units July 2022 and April 2023
Amber Fields 6th Addition Multifamily 268 units July 2022
Amber Fields 7th Addition Multifamily 250 units August 2022
Amber Fields 8th Addition Multifamily 160 units December 2022
Amber Fields 13th Addition Single Family 65 units October 2023
In October 2023 the preliminary plat for Amber Fields 13th Addition was approved by City Council. The
preliminary plat consisted of 65 single family residential lots throughout a 14.68-acre section of the
Amber Fields development area. The preliminary plat area is located in the southeast portion of the
development extending north from the connection road that will connect Amber Fields to Akron Ave.
The preliminary plat area was planned to be built out in two phases, with this final plat being the first
phase which will consist of the eastern portion of the site along with the connection road off of Akron
Ave and the eastern portion of the interior roadway. The second phase will consist of the remaining
western portion of the site and the trail connection of the central greenway area.
Legal Authority
The final plat application is Quasi-Judicial because the City has a set of standards and requirements for
reviewing this type of application that is described in detail below. Generally, if the final plat meets the
Page 9 of 221
ordinance requirements it must be approved.
General Subdivision Design
The preliminary plat area is located in the southeastern portion of the Amber Fields development area
directly west of Akron Avenue and north of 154th St W. The preliminary plat area is shown to be
accessed by two public streets directly off of the future connection road to Akron Avenue currently
called Road A. The proposed access road is shown as Road B and will extend from the southwest
corner of the subdivision off of Road A and loop through the site back to Road A in the southeast
corner. There is another street shown within the subdivision called Road C, this road will connect the
looped Road B. There is a 5-foot concrete sidewalk shown to be located throughout the site and as well
as a trail in the northwest area of the site that will connect to the Greenway Area access trial.
Land Use and Zoning
The site is designated for MUR-Mixed Use Residential land uses, which can include a range of housing
types from single-family homes on traditional sixty-five foot lots to townhomes. The zoning district in
which the preliminary plat is located in is the R1-Low Density Residential zoning district. The Amber
Fields Planned Unit Development Agreement includes several deviations from the Zoning Ordinance. A
Minor Amendment to the PUD to reduce the minimum lot width and to reduce the minimum lot area
square footage was approved with the Amber Fields 13th Addition preliminary plat. The proposed
corner lots The proposed corner lots within the subdivision meet the Amber Fields PUD requirements
for minimum lot width and minimum lot area but there are a few interior lots that do not meet the
minimum 45 ft. lot width and 5,400 square foot lot area minimum. In addition to dimensional
standards the table below compares the proposed preliminary plat to the standards of the Amber
Fields PUD.
Category Required (Amber Fields PUD) Amber Fields 13th Addition
Min. Lot Area (sf) 5,400 (interior)
7,200 (corner)
5,200 (interior)
7,200 (corner)
Min. Lot Width 45 ft. (interior)
55 ft. (corner)
40 ft. (interior)
55 ft. (corner)
Min. Front Yard Setback 25 ft 25 ft.
Min. Side Yard Setback 5 ft. dwelling/5 ft. garage/10 ft. corner
(45-ft. wide lots)
10 ft. dwelling/5 ft. garage/20 ft. corner
(55- and 65-ft. wide lots)
5 ft. dwelling and garage/20 ft.
for corner lots
Min. Rear Yard Setback 20 ft. 20 ft., 30 ft. for Block 3
Final Plat
Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This
section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. In this
case, the preliminary plat was approved by Council on June 21, 2022, consisting of 65 single-family
lots.
The current application proposes to plat 37 of the 65 single family lots and to dedicate right of way.
There are two outlots proposed on the plat, Outlot B will consist of the remaining portion of the
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approved 13th addition preliminary plat area and Outlot A will consist of the requested Amber Fields
14th Addition preliminary plat area. The final plat is consistent with the approved preliminary plat.
Streets
There are two proposed public streets going into the Amber Fields 13th Addition preliminary plat area
with both of those streets extending from the future connection road that is currently called Road A.
Road B extends from Road A in the southwest corner of the subdivision and loops through the site back
to Road A in the southeast corner. Road C extends through the central portion of the site in between
the looped Road B. Road A is shown to be completed with the first phase of development with the 13th
Addition final plat. Half of Roads B and C are shown to be completed as well with temporary cul-de-
sacs being constructed at the end of them.
Parks
The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields 13th
Addition as part of the overall Master Development Plan in order to take into account the multiple
playgrounds and extensive open space within the development. Therefore, there is no park dedication
requirement for this phase of Amber Fields.
Landscaping
The landscape plan submitted by the applicant shows a total of 88 trees to be planted throughout the
13th addition preliminary plat area. The City code requires one tree per lot/frontage in the R1 and R2
zoning districts, which the landscape plan meets that requirement. A total of 88 trees will be planted
with this development, therefore a landscaping surety in the amount of $29,040 (88 trees x $300 plus
10%) was required as a condition of approval with the preliminary plat. 56 trees will be planted with
this first phase of the 13th addition.
Engineering Review
The City’s engineer has provided a memorandum containing comments related to the plans provided.
The memorandum included comments related to utilities and grading. A copy of the memorandum is
included in the attachments.
RECOMMENDATION
Staff is recommending approval of the final plat, subject to conditions, based on the information
provided by the applicant and reviewed within this report.
Page 11 of 221
Page 12 of 221
AMBER FIELDS THIRTEENTH ADDITION
CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA
This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____
and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By:___________________________________________________________________
Mayor Clerk
COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this
_________ day of _____________________, 20 ____.
_________________________________
Todd B. Tollefson
Dakota County Surveyor
BOARD OF COUNTY COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA
We do hereby certify that on the 24th day of October, 2023 the Board of Commissioners of Dakota County, Minnesota approved this plat
of AMBER FIELDS THIRTEENTH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03,
Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance.
__________________________________________________________________
Chair, County Board County Treasurer - Auditor
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been
paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of
_____________________, 20 ____.
_________________________________________, Director
Amy A. Koethe, Department of Property Taxation and Records
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that this plat of AMBER FIELDS THIRTEENTH ADDITION was filed in the office of the County Recorder for public record on
this _________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats,
Page______________________ , as Document Number _______________________ .
_______________________________________
Amy A. Koethe, County Recorder
KNOW ALL PERSONS BY THESE PRESENTS: That Earl Street Partners II, LLC, a Minnesota limited liability
company, owner of the following described property:
Outlot O and Outlot P, AMBER FIELDS according to the recorded plat thereof, Dakota County, Minnesota.
Has caused the same to be surveyed and platted as AMBER FIELDS THIRTEENTH ADDITION and does
hereby dedicate to the public for public use the public ways and the drainage and utility easements as created
by this plat.
In witness whereof said Earl Street Partners II, LLC, a Minnesota limited liability company, has caused these
presents to be signed by its proper officer this _________ day of _____________________, 20 ____.
Signed: Earl Street Partners II, LLC
by ___________________________________________
Mario J. Cocchiarella, Chief Manager
STATE OF MINNESOTA
COUNTY OF ____________________
This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Mario
J. Cocchiarella, Chief Manager of Earl Street Partners II, LLC, a Minnesota limited liability company, on behalf
of the limited liability company.
________________________________________
Signature
________________________________________
Printed Name
Notary Public, ___________County, Minnesota
My Commission Expires _________________
SURVEYORS CERTIFICATE
I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a
duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the
boundary survey; that all mathematical data and labels are correctly designated on this plat; that all
monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries
and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are
shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this ___________ day of _____________________ , 20 ____.
_________________________________________
Daniel Ekrem, Licensed Land Surveyor
Minnesota License No. 57366
STATE OF MINNESOTA
COUNTY OF _____________________
This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by
Daniel Ekrem.
________________________________________
Signature
________________________________________
Printed Name
Notary Public, ___________County, Minnesota
My Commission Expires__________________
OFFICIAL PLAT
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4
9
"
E
130
.
0
0
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°
1
2
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5
9
"
E
60.
0
0
N40
°
1
9
'
4
9
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E
130
.
0
9
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1
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4
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4
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E
13
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0
9
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9
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E
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0
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2
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8
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2
8
"
E
13
0
.
0
0
60.
0
0
S50°26'56"E
22.32
L=36.58
=9°26'26"
L=84.07
Δ
=21°41'58"
OUTLOT B
AMBER FIELDS THIRTEENTH ADDITION
OFFICIAL PLAT
SITE
Page 14 of 221
L=46.54Δ=3°27'47"
R=221.98L=84.07
Δ=21°41'58"
C.Brg
=S68°32'30"E
C.=83.57
L=75.33
Δ=12°15'46"
L=57.97Δ=9°26'12"
13.35
L=46.03
Δ=20°17'13"
L
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Δ
=
3°27'47"
L=46.54
Δ=3°27'47"L=46.54
Δ=3°27'47"L=46.54Δ=3°27'47"
L=46.54Δ=3°27'47"L=46.54Δ=3°27'47"L=7 2.47
Δ=5°23'3 4 "
L
=
2
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6
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L
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°
2
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4
7
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L=57.4 9
Δ=5 °08 '50"
L=71.15
Δ=7°01'41"
L=47.84Δ=4°43'33"
L=47.84Δ=4°43'33"
L=47.84Δ=4°43'33"
L=47.84
Δ=4°43'33"
L
=
47.84
Δ
=
4°43'33"
L
=
4
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=
4°4
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3
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R=800.00 L=558.99 Δ=40°02'04"
S89°42'15"E 230.35
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0
°
2
1
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2
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E
4
4
6
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1
8
R=610.00
L=439.31 41°15'49"Δ=41°15'49"
C.Brg=S70°18'05"E C.=429.88
217.47
12.88
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S74°42'2
1
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N89°38'28"W 130.00
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N89°38'28"W 130.00
N89°38'28"W 130.00
N89°38'28"W 130.00
N89°38'28"W 130.00
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0
N32
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4
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E
1
3
0
.
0
0
N37
°
2
0
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4
7
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0
N40
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1
9
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9
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9
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1
9
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9
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3
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0
0
N38
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3
9
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0
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1
3
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0
0
N3
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1
2
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=
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9
2
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0
6
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=
2
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°
1
7
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1
3
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L
=
9
2
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0
6
Δ
=
2
0
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3
"
L=92.06
Δ=20°17'13"
L
=
1
4
.
6
9
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°
1
4
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1
1
"
L=47.51
Δ
=12°15'46"L=36.56Δ=9°26'12"
1
4
.
6
2
14.
6
2
14.
7
4
ANN
E
S
T
O
W
N
W
A
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AN
N
E
S
T
O
W
N
W
A
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152
N
D
S
T
AB
U
N
D
A
N
C
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D
R
I
V
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L=579.95 Δ=40°02'04"
230.34
R
=
1
0
0.
0
0
L
=
1
3
8
.
5
6
Δ
=
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9
°
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C.Brg
=
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1'
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=
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°
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9
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6
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°
1
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9
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6
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4
0
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4
5
5
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6
2
R=381.98 L=141.43
Δ=21°12'53"
C.Brg
=S68°47'03"E C.=140.63
S
4
9
°
4
0
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1
1
"
E
1
4
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6
8
S
4
9
°
4
0
'
1
1
"
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4
5
5
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6
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S
4
9
°
4
0
'
1
1
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4
4
1
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0
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S40
°
1
9
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9
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W
6
0
.
0
0
30.
0
0
30.
0
0
AMBER FIELDS THIRTEENTH ADDITION
OFFICIAL PLAT
INSET
SEE SHEET 2 OF 3 SHEETS
Page 15 of 221
CO
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RO
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7
3
C. S. A. H. NO. 42(145TH ST. W.)
(A
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C. S. A. H. NO. 42 (145TH ST. W.)
AK
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STORMWATER
MANAGEMENT
AREA 1
BASIN 1918PER CITY
STORMWATER
MANAGEMENT
AREA 2
STORMWATER
MANAGEMENTAREA 3
STORMWATER
MANAGEMENTAREA 3
WETLAND
WE-18-00611258-000
WETLAND
WE-18-006
11258-000
WETLANDWE-18-006
11258-000
AU
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148TH ST. W.
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ROAD A
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OUTLOT B
ADA
ADA
ADA
ADA
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ADA
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ADA
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ADA
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ADAADA
48"
36"
*
3" WINDOW
24"x24"
5" WINDOW 5" WINDOW 5" WINDOW
5" WINDOW
5" WINDOW
6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW
5" WINDOW
5" WINDOW
5" WINDOW
5" WINDOW
6" WINDOW 6" WINDOW
6" WINDOW 6" WINDOW
6" WINDOW
6" WINDOW
ADAADA
ADAADA
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10' DRAINAGE AND UTILITY EASEM
E
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5' DRAINAGE AND UTILITY EASEMENT
5'
D
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T
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PROJECT
LOCATION
FOR RE
V
I
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W
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L
Y
PRELIM
I
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A
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Y
NOT FO
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1
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CO
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SHEET INDEX
SHEET TITLENO.
COVER SHEET1
EXISTING CONDITIONS PLAN
2-4 STANDARD DETAILS
5
SITE, LIGHTING, AND SIGNAGE PLAN7
GRADING AND DRAINAGE PLAN8
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
9-11
SANITARY SEWER AND WATERMAIN PLAN
12
STREET AND STORM SEWER PLAN
13
LANDSCAPE PLAN
17
24-25
PHASING PLAN6
SUITE 700
ALLIANT ENGINEERING, INC.
733 MARQUETTE AVENUE SOUTH
MINNEAPOLIS, MN 55402
PH: 612-758-3080
CONSULTANT
FX: 612-758-3099
SURVEYOR
ENGINEER
DANIEL EKREM
LICENSE NO. 57366
CLARK WICKLUND
LICENSE NO. 40922
LANDSCAPE ARCHITECT
EM: cwicklund@alliant-inc.com
EM: dekrem@alliant-inc.com
MARK KRONBECK
LICENSE NO. 26222
EM: mkronbeck@alliant-inc.com
VICINITY MAP
SCALE: 1" = 4000'
DEVELOPER
MAPLEWOOD DEVELOPMENT
1128 HARMON PLACE
SUITE 320
PH: 612-746-4046
CONTACT: MARIO J. COCCHIARELLA
MINNEAPOLIS, MN 55403
AMBER FIELDS - 13TH ADDITION
ROSEMOUNT, MINNESOTA
1
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES
STREET AND STORM SEWER PLAN AND PROFILES
14-16
18-20
STREET INTERSECTION DETAILS23
STORM SEWER PLAN AND PROFILES21-22
APPROVED
CITY OF ROSEMOUNT
PROJECT NO: 2022-16
2875 145TH STREET WEST
ROSEMOUNT, MN 55068
(651) 423-4411
Page 16 of 221
FOR RE
V
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W
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L
Y
PRELIM
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A
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
2
Page 17 of 221
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
3
Page 18 of 221
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
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A
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D
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1
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A
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B
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A
L
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A
N
D
A
R
D
D
E
T
A
I
L
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
4
Page 19 of 221
AK
R
O
N
A
V
E
.
11258-000
WETLAND
WE-18-006
11258-000
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23 LEGEND
NOTES:
5
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
Page 20 of 221
25
24
23
22
20
19
18 17
16
15
14
13
12
10
9
8
7
6
5
4
3
2
1
BL
O
C
K
1
21
11
26
BL
O
C
K
1
BLO
C
K
1
1
1
B
L
O
C
K
2
BL
O
C
K
3
ROAD A
ROAD B
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
234
5
6
7
8
9
10
11
12
13
14
15
16
23
4
5
6
7
8
9
10
11
12
13
14
16
17
18
19
20
21 22
23
15
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZU
N
32
4
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSFER
STATION TRANSFE
R
STATION
ZZPM
4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"156"
188"188"
188"
8731ZZUN
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
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Y
NOT FO
R
C
O
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S
T
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U
C
T
I
O
N
AM
B
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F
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L
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S
-
1
3
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A
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D
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PH
A
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1
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A
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B
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A
L
PH
A
S
I
N
G
P
L
A
N
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
6
Page 21 of 221
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZU
N
32
4
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSFER
STATIO
N
TRANSFER
STATION
ZZPM
4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"156"
188"188"
188"
8731ZZUN
2
3
4
5
6
7
8
1
2
3
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
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)
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2
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3
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)
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4
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2
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6
(
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2
)
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1
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2
)
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1
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2
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ROAD A
ROAD B
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8
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5
6
7
8
9
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23
4
5
6
7
8
9
10
11 12
13
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
OUTLOT B
TYPICAL 40' LOT DETAIL
TYPICAL 55' LOT DETAIL
FOR RE
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PRELIM
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SITE PLAN NOTES:
LEGEND:
SINGLE FAMILY LOT DATA:
TOTAL DENSITY CALCULATIONS:
TYPICAL 60' ROW ROAD SECTION
7
Page 22 of 221
2
3
4
5
6
7
8
1
2
3
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4
5
6
7
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2
3
4
5
6
7
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2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
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2
1 2 3 4 5 6
BLOCK 1
B
L
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C
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2
OUTLOT C
OUTLOT E
BLOC
K
1
(
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2
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2
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(
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2
)
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1
1
(
P
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2
)
ROAD A
ROAD B
R
O
A
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A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
BL
O
C
K
1
BLO
C
K
3
BLOCK
2
13
12
10
9
8
7
6
5
4
3
2
1
11
1234
5
6
7
8
9
10
11
1
23
4
5
6
7
8
9
10
11 12
13
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
OUTLOT B
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZU
N
32
4
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSFER
STATION TRANSFER
STATIO
N
ZZPM4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"156"
188"188"
188"
8731ZZUN
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23
WETLAND
WE-18-006
11258-000
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
8
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
GRADING NOTES:
LEGEND:
SINGLE FAMILY HOME HOLD DOWN DETAILS
LOOKOUT PAD
WALKOUT PAD
SLAB ON GRADE
Page 23 of 221
ROAD B
R
O
A
D
C
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZU
N
324
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSFER
STATION TRANSFERSTATION
ZZPM4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"156"
188"188"
188"
8731ZZUN
WETLAND
WE-18-006
11258-000
WETLAND
WE-18-006
11258-000
OUTLOT N
ROAD A
ROAD B
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
BL
O
C
K
1
BLO
C
K
3
BLOCK
2
13
12
10
9
8
7
6
5
4
3
2
1
11
1234
5
6
7
8
9
10
11
1
23
4
5
6
7
8
9
10
11 12
13
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
OUTLOT B
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23
POND 3
10-DAY SNOWMELT: 927.19
100-YR HWL: 927.70
PROJECT
LOCATION
SITE
LOCATION
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SWPPP BMP QUANTITIES
EROSION CONTROL
RESPONSIBLE PARTY:
CONTRACTOR:
(PER PLAN):
NOTES:
NOTE TO CONTRACTOR:
CONSTRUCTION SEQUENCING:
VICINITY MAP
SCALE: 1" = 4000'
ACTIVE SWPPP MAP LEGEND
LEGEND:
DND
9
Page 24 of 221
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZ
U
N
32
4
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSF
E
R
STATIO
N
TRANSFE
R
STATION
ZZPM
4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"
156"
188"188"
188"
8731ZZUN
WETLAND
WE-18-006
11258-000
ROAD B
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
BLOCK
2
13
12
10
9
11
1
23
4
5
6
7
8
9
10
11
12
13
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
OUTLOT B
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23
POND 3
10-DAY SNOWMELT: 927.19
100-YR HWL: 927.70
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
V
I
E
W
1
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
10
Page 25 of 221
ROAD A
ROAD B
RO
A
D
B
R
O
A
D
C
RO
A
D
B
BL
O
C
K
1
BLO
C
K
3
BLOCK
2
13
12
10
9
8
7
6
5
4
3
2
1
11
1234
5
6
7
8
9
10
11
1
23
4
5
6
7
8
9
10
11 12
13
ROAD A
RO
A
D
B
R
O
A
D
C
OUTLOT B
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
V
I
E
W
2
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
11
Page 26 of 221
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
12
EROSION CONTROL SCHEDULE:
PERMANENT COVER:
MANAGEMENT MEASURES:
POLLUTION PREVENTION
·
SEDIMENT CONTROL PRACTICES:
EROSION CONTROL GENERAL NOTES:
MAINTENANCE PROGRAM:
EROSION AND SEDIMENT CONTROL
DEWATERING:
FINAL STABILIZATION:
CONCRETE WASHOUT DETAIL
Page 27 of 221
1
2
3
4
5
6
7
8
1
2
3
4
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
BLO
C
K
1
(
P
H
2
)
BL
O
C
K
2
(
P
H
2
)
BL
O
C
K
3
(
P
H
2
)
BLO
C
K
4
(
P
H
2
)
B
L
O
C
K
6
(
P
H
2
)
B
L
O
C
K
7
(
P
H
2
)
B
L
O
C
K
1
0
(
P
H
2
)
B
L
O
C
K
1
1
(
P
H
2
)
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZU
N
32
4
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSFER
STATION TRANSFE
R
STATION
ZZPM
4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"156"
188"188"
188"
8731ZZUN
ROAD A
ROAD B
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
BL
O
C
K
1
BLO
C
K
3
BLOCK
2
13
12
10
9
8
7
6
5
4
3
2
1
11
1234
5
6
7
8
9
10
11
1
23
4
5
6
7
8
9
10
11
12
13
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
OUTLOT B
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
UTILITY NOTES:
13
Page 28 of 221
3
4
5
6
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
1
2
3
4
5
6
7
8 1 2 3 4 5 6 7 8
BLOCK 1(PH 2)
BLOC
K
2
(
P
H
2
)
BLOC
K
3
(
P
H
2
)
BL
O
C
K
4
(
P
H
2
)
BL
O
C
K
5
(
P
H
2
)
BLOC
K
1
1
(
P
H
2
)
ROAD
A
ROA
D
A
R
O
A
D
B
ROAD
C
RO
A
D
B
B
L
O
C
K
1
BLOCK 3
4
3
2
1
1234567891011
12345678
ROAD
A
R
O
A
D
B
ROAD
C
ROA
D
A
Road A PROFILE
RO
A
D
B
(
0
+
0
0
.
0
0
)
RO
A
D
B
(
1
4
+
3
9
.
9
2
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
14
NOTES:
ROAD A
Page 29 of 221
8
RO
A
D
A
ROAD B
BLOCK 1
BLOCK
3
BL
O
C
K
2
87654321
1
2
3
4
5
1
2
3
4
5
9
10
11
12
13
RO
A
D
A
ROAD B
RO
A
D
B
BLOC
K
2
13
12
109
8 11
2
3
4
5
6 7 8
9
10
11
12
13
OUT
L
O
T
B
Road B PROFILE
RO
A
D
C
(
0
+
0
0
.
0
0
)
RO
A
D
A
(
2
+
9
0
.
4
5
)
B1
L
1
B1
L
2
B1
L
3
B1
L
4
B1
L
5
B1
L
2
0
B2
L
1
2
B2
L
1
3
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
15
LEGEND:
NOTES:
ROAD B
Page 30 of 221
3
4
5
6
7
8
1
2
3
4
5
6
7
8
BLOC
K
3
(
P
H
2
)
BL
O
C
K
4
(
P
H
2
)
ROAD
A
ROA
D
A
R
O
A
D
B
ROAD
C
RO
A
D
B
B
L
O
C
K
1
BLOCK 3
BLOCK 2
7
6
5
4
3
2
1
1234567891011
12345678
9 10 11 12 13
ROAD
A
R
O
A
D
B
ROAD
C
ROA
D
A
OUTLO
T
B
Road C PROFILE
RO
A
D
B
(
1
+
9
0
.
0
0
)
RO
A
D
B
(
1
2
+
4
9
.
9
2
)
B3
L
1
FU
T
U
R
E
BL
O
C
K
L1
2
FU
T
U
R
E
BL
O
C
K
L1
3
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
16
LEGEND:
NOTES:
ROAD C
Page 31 of 221
72"1,83M
96"2,44M
48"1,22M72"1,83M
ZZ
U
N
32
4
9
4707ZZPM
4707ZZPM4707ZZPM4707ZZPM
4707ZZPM4707ZZPM
4707ZZPM
4707ZZPM
TRANSFE
R
STATION
TRANSFE
R
STATION
ZZPM4708 4708ZZPM
ZZPM
4708
CKIT-V
229"
217"
217"
234"
234"
234"
213"213"
213"
156"
188"188"
188"
8731ZZUN
WETLAND
WE-18-006
11258-000
ROAD A
ROAD B
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
BL
O
C
K
1
BLO
C
K
3
BLOCK
2
13
12
10
9
8
7
6
5
4
3
2
1
11
1234
5
6
7
8
9
10
11
1
23
4
5
6
7
8
9
10
11 12
13
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
OUTLOT B
POND 3
NWL: 920.00
10-DAY SNOWMELT: 927.70
100-YR HWL: 927.19
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23
WETLAND
WE-18-006
11258-000
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
UTILITY NOTES:
17
Page 32 of 221
ROAD B
R
O
A
D
C
ROAD
A
ROA
D
A
R
O
A
D
B
ROAD
C
RO
A
D
B
B
L
O
C
K
1
BLOCK 3
4
3
2
1
1234567891011
12345678
ROAD
A
R
O
A
D
B
ROAD
C
ROA
D
A
Road A PROFILE
RO
A
D
B
(
0
+
0
0
.
0
0
)
RO
A
D
B
(
1
4
+
3
9
.
9
2
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
18
NOTES:
ROAD A
Page 33 of 221
RO
A
D
A
ROAD B
BLOCK 1
BLOCK
3
BL
O
C
K
2
9
87654321
1
2
3
4
5
1
2
3
4
5
9
10
11
12
13
RO
A
D
A
ROAD B
RO
A
D
B
BLOC
K
2
13
12
109
8 11
2
3
4
5
6 7 8
9
10
11
12
13
OUT
L
O
T
B
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23
WETLAND
WE-18-006
11258-000
Road B PROFILE
RO
A
D
C
(
0
+
0
0
.
0
0
)
RO
A
D
A
(
2
+
9
0
.
4
5
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
19
NOTES:
ROAD B
Page 34 of 221
HOA OW
N
E
D
D&U EAS
E
M
E
N
T
O
V
E
R
HOA OWNED
1
2
B
L
O
C
K
2
OUTLOT
C
ROAD
A
ROA
D
A
R
O
A
D
B
ROAD
C
RO
A
D
B
B
L
O
C
K
1
BLOCK 3
BLOCK 2
7
6
5
4
3
2
1
1234567891011
12345678
9 10 11 12 13
ROAD
A
R
O
A
D
B
ROAD
C
ROA
D
A
OUTLO
T
B
Road C PROFILE
RO
A
D
B
(
1
+
9
0
.
0
0
)
RO
A
D
B
(
1
2
+
4
9
.
9
2
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
20
NOTES:
ROAD C
Page 35 of 221
72"1,8
3
M
96"2,44M
48"1,22M
72"1,83M
ZZU
N
324
9
4707ZZPM
4707ZZ
P
M
47
0
7
ZZPM
47
0
7
ZZPM
47
0
7
ZZ
P
M
4707ZZPM
47
0
7
ZZPM 4707ZZPM
TRANSFERSTATION
TRANSFERSTATION
ZZPM4708
4708
ZZPM
ZZPM4708
CK
I
T
-
V
229"
217"
217"
234"
234"
234"
213"
213"
213"
156"
188"
188"
188"
8731ZZ
U
N
R
O
A
D
B
RO
A
D
A
ROAD B
RO
A
D
A
POND 3
NWL: 920.00
10-DAY SNOWMELT: 927.70
100-YR HWL: 927.19
10-DAY SNOWMELT: 927.74
100-YR HWL: 927.23
WETLAND
WE-18-006
11258-000
STUB 5 TO MH 2 PROFILE
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
21
NOTES:
STUB 5 - FES 1
Page 36 of 221
RO
A
D
A
ROAD B
BLOCK 1
12
10
9
87654321
11
1 1
13
RO
A
D
A
ROAD B
CB 16 TO STUB PROFILE
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
22
NOTES:
CB 18 - EX STUB
Page 37 of 221
RO
A
D
B
BL
O
C
K
1
5
4
3
2
23
1
2
RO
A
D
B
HOA OW
N
E
D
D&U EASE
M
E
N
T
O
V
E
R
ENTIRE O
U
T
L
O
T
C
ROAD A
1
12
ROAD A
4
5
6
7
8
1BLO
C
K
4
(
P
H
2
)
R
O
A
D
A
RO
A
D
B
R
O
A
D
A
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
3
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
23
ROAD B - ROAD C ROAD B - ROAD A
ROAD B - ROAD A
Page 38 of 221
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HOA OWN
E
D
D&U EASE
M
E
N
T
O
V
E
R
ENTIRE OU
T
L
O
T
C
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
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10-DAY SNOWMELT: 927.74
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
24TREE PLANTING DETAIL1
LANDSCAPE NOTES:
MITIGATION & LANDSCAPE REQUIREMENTS:
LANDSCAPE SCHEDULE: (PHASE ONE)
Page 39 of 221
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
25
LANDSCAPE SCHEDULE: (PHASE ONE)
Page 40 of 221
C:\Users\jh\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\I8FO6670\023542-000 Amber Fields 13th Addition - Plan Review Memo
2024.01.15.docx
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
From: Amanda Sachi, PE
Kendra Fallon, PE
Kris Keller, PE
Date: January 15, 2024
Re: Amber Fields 13th Addition – Phase 1 Final Plat Review
WSB Project No. 023542-000
We have reviewed the documents provided by Alliant Engineering on December 15, 2023.
Documents reviewed include:
• Amber Fields 13th Addition Final Plat – Phase 1 Civil Set, dated 12/15/2023
Additional redline comments are provided on the submitted civil plans. Applicant should provide
responses to each comment and redline comment. We offer the following comments below.
Civil Comments:
1. General
a. Update street names when available.
b. Provide benchmark elevations.
2. Utilities
a. Use SDR 26 PVC pipe for sanitary sewer depths between 18’ to 26’
i. Consider C900 PVC for depths greater than 26’
b. Install a hydrant along Road A for air release or modify the watermain such that
high points are at the proposed hydrant locations
c. Clarify why some hydrant gate valves are in the street and not behind the back of
curb per City details
d. Insulate between watermain and storm sewer when vertical separation is less
than 3’
e. Install a temporary hydrant for flushing instead of a bleeder at the end of Road C
for the active services (L7,8 B2; L10,11 B3) on the line
3. Signage and Street Lighting
a. No comments at this time
4. Landscape
a. No comments at this time
Grading, Drainage, and Erosion Control Comments:
Page 41 of 221
Amber Fields 15th Addition – Phase 1 Final Plat Review
January 15, 2024
Page 2
5. General
a. No comments.
6. Ponds and Wetlands
a. No comments.
7. Emergency Overflow Routes:
a. No comments.
8. Retaining Walls:
a. No comments.
9. Erosion Control:
a. No comments.
10. Grading:
a. The contours should be added for the area west of the 13th Addition on the
grading plans to confirm the drainage condition behind the proposed homes
included in the 13th Addition and to confirm proposed contours tie into existing at
the edge of the properties.
Stormwater Management Plan:
11. General Storm Sewer Design
a. No comments.
12. Water Quantity
a. No comments.
13. Rate/Volume Control
b. No comments.
14. Freeboard
c. No comments.
15. Water Quality
d. No comments.
16. Easements
e. No comments.
General
Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering
Guidelines and Standards. Infrastructure construction shall be completed in accordance with the
latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility
Construction.
Page 42 of 221
M E M O R A N D U M
To: Adam Kienberger, Community Development Director
Anthony Nemcek, Senior Planner
Julia Hogan, Planner
From: Dan Schultz, Parks and Recreation Director
Date: January 17, 2024
Subject: Amber Field 13th and 14th Additions
The Parks and Recreation Department recently reviewed the plans for the Amber Fields 13th and
14th Additions. After reviewing the plans, the Parks and Recreation Department staff has the
following comments:
Parks Dedication
The parks dedication for the 13th and 14th additions will be met through developer installed
improvements as outlined in the subdivision agreement.
Please let me know if you have any questions about this memo.
Page 43 of 221
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: January 23, 2024
Tenative City Council Meeting: February 20, 2024
AGENDA ITEM: Request by Maplewood Development for Rezoning,
a Major Amendment to the Amber Fields Planned
Unit Development Agreement, Preliminary and
Final Plat approval for Amber Fields 14th Addition.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a.
ATTACHMENTS: Site Location, Existing Conditions; Preliminary Plat;
Phasing Plan; Site Plan; Grading and Drainage Plan;
Erosion Control Plan; Utility Plan; Landscape Plan,
Site, Lighting, and Signage Plan, Final Plat, City
Engineer's Memo Dated January 15, 2024, Parks
and Recreation Director's Memo Dated January 17,
2024
APPROVED BY: AK
RECOMMENDED ACTION:
1. Motion to recommend the City Council approve a Zoning Map amendment to rezone the site from
R1 PUD – Low Density Residential Planned Unit Development to R3 PUD – Medium Density Residential
Planned Unit Development.
2. Motion to recommend the City Council approve the Preliminary and Final Plats for Amber Fields
14thAddition, subject to:
a. Execution of a Subdivision Agreement.
b. Conformance with all requirements of the City Engineer as detailed in the attached
memorandum dated January 15, 2024.
c. Road A within Outlot D shall be extended to the south property boundary for future
connection.
d. Conformance with all requirements stated within the Dakota County Plat Commission
Memorandum.
e. Payment of $57,420 as a landscape surety.
f. Compliance with the conditions and standards within the Parks and Recreation Director’s
memorandum dated January 17, 2024.
g. Payment of trunk area charges in the amount of:
I. Sanitary Sewer Trunk Charge: $1,075/acre
II. Watermain Trunk Charge: $6,500/acre
III. Storm Sewer Trunk Charge: $6,865/acre
3. Motion to recommend the City Council approve a Major Amendment to the Amber Fields Planned
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Unit Development Agreement, subject to:
a. Secion 11-4-8. F.6.c. R-3 Minimum rear yard setback: The minimum rear yard setback
requirement for surface parking shall be 8-feet.
BACKGROUND
SUMMARY
Owner: Earl Street Partners II, LLC.
Preliminary Plat Acres: 18.42 Acres
Met Council Net Acres: 18.42 Acres
Residential Lots Created: 174 Townhome lots
Gross Density: 9.45 Units/Acre
Net Density: 9.45 Units/Acre
Comprehensive Plan Guiding: MUR - Mixed Use Residential
Current Zoning: R1 PUD - Low Density Residential PUD and R3 PUD
- Medium Density Residential PUD
Proposed Zoning: R3 PUD - Medium Density Residential
The Planning Commission is being asked to consider a request by Maplewood Development for
approval of rezoning, a major amendment to the Amber Fields Planned Unit Development Agreement,
preliminary and final plats for Amber Fields 14th Addition to create 174 townhome lots. A total of 25
buildings will be constructed on site with 14 of the buildings consisting of 8 dwelling units, 9 of the
buildings consisting of 6 dwelling units and 2 of the buildings consisting of 4 dwelling units. The request
to rezone the property to R3-Medium Density Residential is to allow for townhome/single-family
attached units and the higher density of units that is proposed. The eastern portion of the site is
currently zoned R3 – Medium Density Residential and the western portion is zoned R1-Low Density
Residential. Now that both areas will be combined on one plat the developer is requesting the
preliminary plat area be rezoned to R3 – Medium Density Residential. The request for a major
amendment to the Amber Fields PUD agreement is to allow for six guest parking stalls to be closer than
10-feet to the rear property line. The amendment is also needed because the proposed addition
increases the number of residential dwelling units by more than five percent and decreases the
amount of open space by more than five percent from the originally approved PUD.
Staff is recommending approval of the requests by the developer, subject to the conditions included in
the recommended action and the Engineer’s Memo dated January 15, 2024.
BACKGROUND
The present applications are the latest step in a long process of planning for the development within
UMore Park. The developer received Planned Unit Development approval with Rezoning from the City
Council at its September 7, 2021, meeting. The Planned Unit Development anticipated roughly 1,959
residential units, which were to include a mixture of housing types such as single-family lots,
townhome lots, and multi-family lots. There are a total of 12 Amber Fields additions that have been
Page 45 of 221
approved by the City Council. Preliminary Plat Areas that have been approved by City Council include
Amber Fields 2nd, 3rd, 4th, 5th, 6th, 7th, 8th and 13th additions with additions 9th, 10th, 11th, and 12th
being the remaining areas of the designated preliminary plat areas that are shown in the table below.
There has been a total of 1,458 housing units approved so far within the Amber Fields Development
Area and the table below shows the break-down of units that have been approved per addition.
Amber Field Additions Housing Type Total Units Approved by City Council
Amber Fields 2nd and 12th Additions Single Family and
Townhome
301 units May 2022 and
September 2023
Amber Fields 3rd and 11th Additions Single Family 182 units June 2022 and
September 2023
Amber Fields 4th and 9th Additions Single Family 108 units July 2022 and April 2023
Amber Fields 5th and 10th Additions Single Family 124 units July 2022 and April 2023
Amber Fields 6th Addition Multifamily 268 units July 2022
Amber Fields 7th Addition Multifamily 250 units August 2022
Amber Fields 8th Addition Multifamily 160 units December 2022
Amber Fields 13th Addition Single Family 65 Units October 2023
The developer is proposing 174 townhome lots throughout the 18.42-acre section of the Amber Fields
development area. This addition is located in the southeastern portion of the development area,
directly west of Akron Avenue and south of the Amber Fields 13th Addition preliminary plat area. The
Amber Fields 14th Addition subdivision is planned to be built out in two phases; the first phase will
consist of 90 units in the eastern portion of the site with the second phase consisting of the remaining
84 units in the western portion of the site.
ISSUE ANALYSIS
Legal Authority
Preliminary Plat and Final Plat requests are quasi-judicial decisions for the Planning Commission,
meaning that the Planning Commission is acting as a judge to determine if the regulations within the
Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Major Planned
Unit Development Amendments are a legislative decision because of the Code deviations being
requested. Legislative decisions give the Planning Commission more latitude, but consideration should
be given to the PUD standards of the existing Amber Fields Planned Unit Development Agreement.
Rezoning is also a legislative decision for the City, but the rezoning must conform with the adopted
Comprehensive Plan to be approved. Therefore, while technically legislative in nature, if a rezoning is
in line with the Comprehensive Plan, it should be approved. Staff’s review of each application is
provided below.
General Subdivision Design
The preliminary plat area is located in the southeastern portion of the Amber Fields development area
directly west of Akron Avenue and south of the connection road that will extend off of Akron Ave. The
preliminary plat area is shown to be accessed by two private streets directly off the connection road
Page 46 of 221
off of Akron Ave, which will be constructed with the construction of Amber Fields 13th Addition. The
eastern access road is shown as Road C and it extends south from the entrance to the site. The western
access road shown as Road A extends south and east throughout the site and eventually connects to
Road C. The third road is shown as Road B and connects between Roads A and C on the northern end
of site. There are guest parking stalls shown throughout the site and also open space that will be
maintained by the HOA. There will be a mixture of 4-unit, 6-unit, and 8-unit townhome buildings
throughout the development area.
Rezoning and Land Use
The site is designated for MUR-Mixed Use Residential land use, which can include a range of housing
types, from single-family homes on traditional sixty-five foot lots to townhomes. The zoning districts in
which the preliminary plat is located in is the R1 PUD – Low Density Residential Planned Unit
Development district and the R3 PUD – Medium Density Residential Planned Unit Development
district. The eastern 12.74 acres of the site is zoned R3 PUD and the remaining 5.68 acres is zoned R1
PUD. The applicant is asking for the western portion of the site to be rezoned to R3 PUD to
accommodate the development of the proposed townhome development. The city code only allows
single-family attached dwellings/townhomes within the R2-Moderate Density Residential district and
R3-Medium Density Residential district. Also, by rezoning the western portion to R3 PUD it would allow
the site to have up to the proposed 9.45 units per acre, which is over the units per acre that is allowed
within the R1-Low Density Residential zoning district.
Major Amendment to the Amber Fields PUD Agreement
Amendments to the approved master development plans may be approved by the City Council
following review by the planning commission. The notification and public hearing procedure for a
Major Amendment is the same as that of the original approval. An amendment is determined to be
major if it:
1. Substantially alters the location of buildings, parking areas or roads.
2. Increases or decreases the number of residential dwelling units by more than five percent (5%).
3. Increases the gross floor area of nonresidential buildings by more than five percent (5%) or
increases the gross floor area of any individual building by more than ten percent (10%).
4. Increases the number of stories of any building.
5. Decreases the amount of open space by more than five percent (5%) or alters it in such a way
as to change its original design or intended use.
6. Creates noncompliance with any special condition attached to the approval of the master
development plan.
In this case, the proposed project increases the gross floor area by more than five percent and
decreases the amount of open space by more than five percent. Therefore, the proposed project
requires a major amendment to the Custom Apparel Planned Unit Development Agreement.
An additional deviation to the code that is needed for the 14th Addition preliminary plat area is to
reduce the minimum rear yard setback requirement for surface parking from 10-feet to 8-feet for 6
Page 47 of 221
guest parking stalls that are located in the northwestern portion of the site.
Phasing
The applicant has provided a phasing plan that shows development initially occurring in the eastern
portion of the preliminary plat area. This area will contain 90 lots of the proposed 174 townhome lots.
14 buildings will be constructed within the first phase. 5 buildings will consist of 8 units per building, 7
buildings will consist of 6 units per building, and 2 buildings will consist of 4 units per building. The
eastern access point into the site will be constructed with the first phase and as well ass Road C and
portions or Roads A and B. The second phase will consist of the remaining 84 lots and along with the
second access to the site and the remainder of Roads A and B.
Streets and Parking
There are two access points into the preliminary plat area with both accesses into the site coming off
of the connection road from Akron Avenue. The western access into the site comes from Road A which
loops around the southern portion of the site and continues east to connect to Road C. The eastern
access into the site comes from Road B which is a north south road that Roads A and B connect to.
Road B is an east-west road that connects to both Roads A and C in the northern portion of the site. All
roads within the development area are private. There are no pedestrian facilities planned for this
addition of Amber Fields.
Currently, there are a total of 783 parking stalls proposed to be provided throughout the development
area. 348 garage stalls, 348 driveway stalls, and 87 guest parking stalls. The proposed number of stalls
meets the City’s requirements.
The city met with the Dakota County Plat Commission at their January 17, 2024, meeting to discuss this
item. One comment that was stated by the Commission was that there should be a road extension to
the property boundary to the south for future connection to the future roadway system/development
to the south. Staff agrees with this comment and are recommending the extension of Road A within
Outlot D south to the property boundary.
Parks
The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields 14th
Addition as part of the overall Master Development Plan in order to take into account the multiple
playgrounds and extensive open space within the development. Therefore, there is no park dedication
requirement for this phase of Amber Fields.
Preservation and Landscaping
A tree inventory was conducted for the overall Amber Fields development area, and a total of 1,983
caliper inches of trees were identified for replacement following the formula laid out in the City Code.
A total of 462.5 caliper inches of trees as mitigation has been provided throughout the Amber Fields
Development area. 1,520.5 caliper inches of trees are still needing to be provided as replacements
throughout the remaining phases of Amber Fields. The applicant is aware that the remainder of caliper
inches of trees will need to be replaced and staff are confident this will be met as development
continues.
The landscaping plan provided by the applicant shows a total of 174 trees to be planted throughout the
Page 48 of 221
preliminary plat area. The R3 zoning standard for landscaping requires 1 tree per open space unit
exposure and for other attached dwellings trees must be deciduous and spacing must include trees at
the boulevard at 50-foot intervals. The landscape plat submitted conforms with those requirements.
Trees are shown on the landscape plan throughout the site within the open areas, along the private
roadways and public right of way. A total of 174 trees will be planted within this development,
therefore a landscaping surety in the amount of $57,420 (174 trees x $300 plus 10%) is required as a
condition of approval.
Utilities
The site will be served by existing sanitary sewer located within the connection road that extends off of
Akron Avenue. The sanitary sewer system will extend throughout the private roads and will service the
entire development area. Water will be provided to the site via an existing 8” watermain that is
proposed to be extended within the private streets of the preliminary plat area. Stormwater is
managed across the entire site with detention and retention ponds located in the central open area of
Amber Fields.
Engineering Review
The City’s engineer has provided a memorandum containing comments related to the plans provided.
The memorandum included comments related to utilities, grading and general storm sewer design. A
copy of the memorandum is included in the attachments.
Final Plat
Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This
section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. The
final plat for Amber Fields 14th Addition includes 90 townhome units throughout 14 buildings. 5 of the
buildings will contain 8 units per building, 7 of the buildings will contain 6 units per building and 2 of
the buildings will contain 4 units per building. Additionally, there are five outlots identified on the plat.
Outlots A, B, and C are open area that will be HOA owned with drainage and utility easements located
over them. Outlot D contains the private streets within the first phase of development. Outlot E will
encompass phase two of the development, which will consist of the remaining townhome units and
private streets. Staff finds the Final Plat is consistent with the Preliminary Plat and meets the
requirements of the Zoning Ordinance.
RECOMMENDATION
Staff is recommending approval of the rezoning, major amendment to the Amber Fields Planned Unit
Development Agreement, preliminary and final plats for Amber Fields 14th Addition, subject to
conditions in the recommended action and contained within the Engineer’s memorandum. The
recommendation is based on information provided by the application and reviewed in this report.
Page 49 of 221
Page 50 of 221
CO
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7
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C. S. A. H. NO. 42(145TH ST. W.)
(A
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C. S. A. H. NO. 42 (145TH ST. W.)
AK
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STORMWATER
MANAGEMENT
AREA 1
BASIN 1918PER CITY
STORMWATER
MANAGEMENT
AREA 2
STORMWATER
MANAGEMENT
AREA 3
STORMWATER
MANAGEMENT
AREA 3
WETLANDWE-18-00611258-000
WETLAND
WE-18-006
11258-000
WETLAND
WE-18-00611258-000
AU
B
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AB
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148TH ST. W.
148TH ST. W.
148
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148TH ST. W.
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149TH STREET WEST
AR
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R
A
I
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ADA
ADA
ADAADAADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADAADAADA
ADA
ADAADAADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADAADAADA
ADA
ADA
ADA
ADA
ADA ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADAADAELEC
RISER
ADA
ADA
ADA
ELEC
RISER
ADA
ADA
ADA
ADAADA
48"
36"
*
3" WINDOW
24"x24"
5" WINDOW 5" WINDOW 5" WINDOW
5" WINDOW
5" WINDOW
6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW
5" WINDOW
5" WINDOW
5" WINDOW
5" WINDOW
6" WINDOW 6" WINDOW
6" WINDOW 6" WINDOW
6" WINDOW
6" WINDOW
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
10' DRAINAGE AND UTILITY EASEMENT
5' DRAINAGE AND UTILITY EASEMENT
5' D
R
A
I
N
A
G
E
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10
'
D
R
A
I
N
A
G
E
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
HWY 42
T
O
U
T
L
O
T
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLOC
K
1
7
OUT
L
O
T
A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BLO
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK 1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
BL
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
81
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
AK
R
O
N
A
V
E
.
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLOC
K
1
7
OUT
L
O
T
A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BLO
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK 1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
BL
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
81
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
PROJECT
LOCATION
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
CO
V
E
R
S
H
E
E
T
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SHEET INDEX
SHEET TITLENO.
COVER SHEET1
EXISTING CONDITIONS PLAN2
PRELIMINARY PLAT3-5
SITE PLAN7-9
GRADING AND DRAINAGE PLAN10-12
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL NOTES
15-17
SANITARY SEWER AND WATERMAIN PLAN
18
STORM SEWER PLAN
19-21
LANDSCAPE PLAN
22-24
25-27
GRADING PROFILES13-14
PHASING PLAN6
SUITE 700
ALLIANT ENGINEERING, INC.
733 MARQUETTE AVENUE SOUTH
MINNEAPOLIS, MN 55402
PH: 612-758-3080
CONSULTANT
FX: 612-758-3099
SURVEYOR
ENGINEER
DANIEL EKREM
LICENSE NO. 57366
CLARK WICKLUND
LICENSE NO. 40922
LANDSCAPE ARCHITECT
EM: cwicklund@alliant-inc.com
EM: dekrem@alliant-inc.com
MARK KRONBECK
LICENSE NO. 26222
EM: mkronbeck@alliant-inc.com
VICINITY MAP
SCALE: 1" = 4000'
DEVELOPER
MAPLEWOOD DEVELOPMENT
1128 HARMON PLACE
SUITE 320
PH: 612-746-4046
CONTACT: MARIO J. COCCHIARELLA
MINNEAPOLIS, MN 55403
AMBER FIELDS - LENNAR TOWNHOMES
PRELIMINARY PLAT
1
Page 51 of 221
LEGEND
NOTES:
2
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
Page 52 of 221
O
U
T
L
O
T
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLO
C
K
1
7
HOA
O
W
N
E
D
D&U
E
A
S
E
M
E
N
T
O
V
E
R
ENT
I
R
E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
C
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
A
OUT
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
BL
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
E
N
T
I
R
E
O
U
T
L
O
T
B
O
U
T
L
O
T
B
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
L
=
2
9
9.5
5'
R
=
2
1
7
5.0
0'
Δ
=
7°5
3'2
7"
S
4
8
°
1
2
'
0
8
"
E
2
1
9
.
5
8
'
N41°47'52"E 25.00'
S
4
8
°
1
2
'
0
8
"
E
4
8
0
.
7
4
'
L
=
7
3
4.0
9'
R
=
3
2
2
5.0
0'
Δ
=
13°0
2'3
1"
N0
°
1
5
'
5
3
"
E
9
2
2
.
1
2
'
S89°42'15"E 230.34'
L=574.96'R=830.00'
Δ=39°41'23"
S
4
9
°
4
0
'
1
1
"
E
4
2
5
.
6
2
'
S40
°
1
9
'
4
9
"
W
4
4
7
.
5
6
'
OU
T
L
O
T
D
OUT
L
O
T
D
OUT
L
O
T
D
OU
T
L
O
T
D
PARCEL AREA TABLE
PARCEL
B1-L1
B1-L2
B1-L3
B1-L4
B1-L5
B1-L6
B2-L1
B2-L2
B2-L3
B2-L4
B2-L5
B2-L6
B2-L7
B2-L8
B3-L1
B3-L2
B3-L3
B3-L4
B3-L5
B3-L6
B3-L7
B3-L8
B4-L1
B4-L2
B4-L3
B4-L4
B4-L5
B4-L6
B4-L7
B4-L8
B5-L1
B5-L2
B5-L3
B5-L4
B5-L5
B5-L6
B5-L7
B5-L8
B6-L1
B6-L2
B6-L3
B6-L4
B6-L5
B6-L6
B7-L1
B7-L2
B7-L3
B7-L4
B7-L5
B7-L6
B7-L7
B7-L8
B8-L1
B8-L2
B8-L3
B8-L4
B9-L1
B9-L2
B9-L3
B9-L4
AREA SF
2,160
1,800
1,800
1,800
1,800
2,160
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,160
1,800
1,800
1,800
1,800
2,160
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,160
1,800
1,800
2,160
2,160
1,800
1,800
1,800
AREA AC
0.05
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.05
0.05
0.04
0.04
0.04
PARCEL AREA TABLE
PARCEL
B9-L5
B9-L6
B10-L1
B10-L2
B10-L3
B10-L4
B10-L5
B10-L6
B10-L7
B10-L8
B11-L1
B11-L2
B11-L3
B11-L4
B11-L5
B11-L6
B12-L1
B12-L2
B12-L3
B12-L4
B12-L5
B12-L6
B13-L1
B13-L2
B13-L3
B13-L4
B13-L5
B13-L6
B13-L7
B13-L8
B14-L1
B14-L2
B14-L3
B14-L4
B14-L5
B14-L6
B14-L7
B14-L8
B15-L1
B15-L2
B15-L3
B15-L4
B15-L5
B15-L6
B15-L7
B15-L8
B16-L1
B16-L2
B16-L3
B16-L4
B16-L5
B16-L6
B16-L7
B16-L8
B17-L1
B17-L2
B17-L3
B17-L4
B17-L5
B17-L6
AREA SF
1,800
2,160
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,160
1,800
1,800
1,800
1,800
2,160
2,160
1,800
1,800
1,800
1,800
2,160
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
AREA AC
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
PARCEL AREA TABLE
PARCEL
B17-L7
B17-L8
B19-L1
B19-L2
B19-L3
B19-L4
B20-L1
B20-L2
B20-L3
B20-L4
B20-L5
B20-L6
B20-L7
B20-L8
B21-L1
B21-L2
B21-L3
B21-L4
B21-L5
B21-L6
B21-L7
B21-L8
B22-L1
B22-L2
B22-L3
B22-L4
B22-L5
B22-L6
B22-L7
B22-L8
B23-L1
B23-L2
B23-L3
B23-L4
B23-L5
B23-L6
B24-L1
B24-L2
B24-L3
B24-L4
B24-L5
B24-L6
B25-L1
B25-L2
B25-L3
B25-L4
B25-L5
B25-L6
Outlot A
Outlot B
Outlot C
Outlot D
Total
AREA SF
1,850
2,220
2,160
1,800
1,800
2,160
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,220
1,850
1,850
1,850
1,850
1,850
1,850
2,220
2,160
1,800
1,800
1,800
1,800
2,160
2,160
1,800
1,800
1,800
1,800
2,160
2,160
1,800
1,800
1,800
1,800
2,160
171,360
143,262
46,923
103,826
802,450
AREA AC
0.04
0.05
0.05
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.05
0.05
0.04
0.04
0.04
0.04
0.05
3.93
3.29
1.08
2.38
18.42
FOR RE
V
I
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W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
3
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
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I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
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A
L
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
MI HO
M
E
S
D
E
V
E
L
O
P
M
E
N
T
LEGEND:
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
Being 5 feet in width and adjoining lot lines and 10 feet in
width and adjoining right of way lines, unless otherwise
indicated on the plat.
NOT TO SCALE
Page 53 of 221
O
U
T
L
O
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BLO
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1
5
BL
O
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BLO
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7
HOA
O
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D&U
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A
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E
M
E
N
T
O
V
E
R
ENT
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O
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HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HO
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
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O
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R
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U
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OUT
L
O
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A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
O
U
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L
O
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D
O
U
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L
O
T
D
OUTLOT B
1
2
3
4
5
6
7
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
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1 2 3 4 5 6
1
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1
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1 2 3 4 5 6
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BLOCK 10
BLOCK
1
1
BLOCK 18
B
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1
9
OUTLOT A
OU
T
L
O
T
D
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
E
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T
I
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O
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B
O
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L
O
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B
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
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7
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1
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3
4
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6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
L
=
2
9
9.5
5'
R
=
2
1
7
5.0
0'
Δ
=
7°5
3'2
7
"
S
4
8
°
1
2
'
0
8
"
E
2
1
9
.
5
8
'
N41°47'52"E 25.00'
S
4
8
°
1
2
'
0
8
"
E
4
8
0
.
7
4
'
S89°42'15"E 230.34'
L=574.96'R=830.00'
Δ=39°41'23"
S
4
9
°
4
0
'
1
1
"
E
4
2
5
.
6
2
'
S40
°
1
9
'
4
9
"
W
4
4
7
.
5
6
'
=
=
=
=
=
OU
T
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OUT
L
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OUT
L
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D
OU
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L
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AM
B
E
R
F
I
E
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-
1
4
T
H
A
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D
I
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I
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PR
E
L
I
M
I
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A
R
Y
P
L
A
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S
U
B
M
I
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A
L
PR
E
L
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M
I
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A
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P
L
A
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A
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V
I
E
W
A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
4
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
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S
T
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U
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I
O
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Page 54 of 221
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3
BLO
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4
BL
O
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B
L
O
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1
3
BLO
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5
BL
O
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1
2
BL
O
C
K
1
6
BLO
C
K
1
7
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
D&U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
C
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
OUT
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
E
N
T
I
R
E
O
U
T
L
O
T
B
O
U
T
L
O
T
B
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
5
6
7
8
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
S
4
8
°
1
2
'
0
8
"
E
2
1
9
.
5
8
'
N41°47'52"E 25.00'
S
4
8
°
1
2
'
0
8
"
E
4
8
0
.
7
4
'
L
=
7
3
4.0
9'
R
=
3
2
2
5.0
0'
Δ
=
13°0
2'3
1"
N0
°
1
5
'
5
3
"
E
9
2
2
.
1
2
'
S89°42'15"E 230.34'
L=574.96'R=830.00'
Δ=39°41'23"
=
=
=
=
=
OU
T
L
O
T
D
OUT
L
O
T
D
OU
T
L
O
T
D
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
P
L
A
N
V
I
E
W
B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
5
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
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I
O
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Page 55 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLOC
K
1
7
OUT
L
O
T
A
AK
R
O
N
A
V
E
.
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
6
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
PH
A
S
I
N
G
P
L
A
N
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 56 of 221
25
24
23
12
10
9
8
7
6
5
4
3
2
1
11
26
BL
O
C
K
1
BLO
C
K
1
1
1
B
L
O
C
K
2
BL
O
C
K
3
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
234
5
6
7
8
9
10
11
12
13
14
15
16
23
4
5
6
7
8
9
10
11
12
13
14
16
17
18
19
20
21 22
23
15
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLO
C
K
1
7
HOA
O
W
N
E
D
D&U
E
A
S
E
M
E
N
T
O
V
E
R
ENT
I
R
E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
C
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
A
OUT
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
AK
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.
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2
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4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
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3
4
5
6
1
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4
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1 2 3 4 5 6
1
2
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1
2
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4
1
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4
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BL
O
C
K
6
BL
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7
BL
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8
BL
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BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
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O
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K
1
9
BL
O
C
K
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4
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5
OUTLOT A
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D
H
O
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W
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&
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2
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4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
7
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
SI
T
E
P
L
A
N
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SITE PLAN NOTES:
LEGEND:
TOWNHOME LOT DATA:
TOTAL DENSITY CALCULATIONS:
TYPICAL PRIVATE ROAD SECTION
MI HO
M
E
S
D
E
V
E
L
O
P
M
E
N
T
TYPICAL 25' WIDE TOWNHOME LOT DETAIL
Page 57 of 221
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9
8
7
6
5
4
3
2
1
26
1
1
B
L
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C
K
2
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R
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A
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RO
A
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B
R
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A
D
C
RO
A
D
B
234
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6
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4
5
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21 22
23
RO
A
D
B
R
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1
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2
B
L
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3
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K
1
4
B
L
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4
B
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1
3
BLO
C
K
5
BL
O
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1
2
B
L
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C
K
1
5
BL
O
C
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1
6
BLO
C
K
1
7
HOA
O
W
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D&U
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S
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M
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ENT
I
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A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HO
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HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
O
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T
L
O
T
D
O
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T
L
O
T
D
OUTLOT B
1
2
3
4
5
6
7
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
1 2 3 4 5 6
BL
O
C
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6
BL
O
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7
BL
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C
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9
BLOCK 10
BLOCK
1
1
BLOCK 18
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9
OUTLOT A
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H
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6
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4
5
6
7
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2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
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FOR RE
V
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W
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L
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PRELIM
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B
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A
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V
I
E
W
A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
8
Page 58 of 221
1
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
B
L
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K
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BLO
C
K
1
4
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O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
BL
O
C
K
1
6
BLO
C
K
1
7
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
D&U
E
A
S
E
M
E
N
T
O
V
E
R
EN
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HOA OWNED
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ENTIRE OUTLOT A
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.
OUT
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6
7
8
1
2
3
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5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
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4
5
6
1
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4
5
6
1
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4
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BL
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BL
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BLOCK 10
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1
2
3
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5
6
7
8
5
6
7
8
4
5
6
7
8
1
2
3
4
5
6
7
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1
2
3
4
5
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FOR RE
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B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
9
Page 59 of 221
25
24
23
10
9
8
7
6
5
4
3
2
1
11
26
BL
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5
6
7
8
9
10
11
12
13
14
15
16
23
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5
6
7
8
9
10
11
12
13
14
16
17
18
19
20
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ROAD A
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2
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4
5
6
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4
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7
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7
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1 2 3 4 5 6 7 8
1
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6
1
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BLOCK 10
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O
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6
7
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7
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2
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4
5
6
7
8
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2
3
4
5
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2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
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4
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6
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8
1
2
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4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
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W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
10
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
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A
D
D
I
T
I
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N
PR
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I
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I
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A
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L
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O
V
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R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
GRADING NOTES:
LEGEND:
TOWNHOME HOLD DOWN DETAILS
Page 60 of 221
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24
9
8
7
6
5
4
3
2
1
26
1
1
B
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5
6
7
8
9
10
11
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14
15
16
23
4
5
6
7
8
9
10
11
12
13
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18
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20
21 22
23
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OUTLOT B
1
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1 2 3 4 5 6 7 8
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OUTLOT A
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4
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6
7
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2
3
4
5
6
7
8
1
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3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
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6
7
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4
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6
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8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
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FOR RE
V
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PRELIM
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11
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-
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4
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V
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A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 61 of 221
1
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
B
L
O
C
K
3
BLOC
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
BLO
C
K
1
6
BLO
C
K
1
7
AK
R
O
N
A
V
E
.
OUTL
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
5
6
7
8
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
12
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
V
I
E
W
B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 62 of 221
Road A-S PROFILE
RO
A
D
B
RO
A
D
A
RO
A
D
C
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
13
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
GR
A
D
I
N
G
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ROAD A
ROAD A CONT.
Page 63 of 221
Road B-S PROFILE
RO
A
D
A
(
s
)
RO
A
D
C
Road C-S PROFILE
RO
A
D
B
RO
A
D
A
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
14
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
GR
A
D
I
N
G
P
R
O
F
I
L
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ROAD B
ROAD C
Page 64 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
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A
D
C
R
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A
D
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L
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C
RO
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C
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A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLOC
K
1
7
OUT
L
O
T
A
AK
R
O
N
A
V
E
.
O
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T
L
O
T
D
O
U
T
L
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OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
15
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SWPPP BMP QUANTITIES
EROSION CONTROL
RESPONSIBLE PARTY:
CONTRACTOR:
(PER PLAN):
NOTE TO CONTRACTOR:
CONSTRUCTION SEQUENCING:
ACTIVE SWPPP MAP LEGEND
LEGEND:
DND
NOTES:
Page 65 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLO
C
K
1
7
OUT
L
O
T
A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
B
L
O
C
K
1
9
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
16
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
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D
I
T
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PR
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C
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R
O
L
P
L
A
N
V
I
E
W
A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
DND
Page 66 of 221
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
B
L
O
C
K
3
BLOC
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
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1
2
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1
6
BLO
C
K
1
7
AK
R
O
N
A
V
E
.
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
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C
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8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
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2
1
BL
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2
2
BL
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2
3
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2
4
B
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K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
5
6
7
8
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
17
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
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L
I
M
I
N
A
R
Y
P
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B
M
I
T
T
A
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A
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D
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D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
V
I
E
W
B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
DND
Page 67 of 221
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
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A
D
D
I
T
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O
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PR
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I
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A
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P
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A
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B
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D
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D
I
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N
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C
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N
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R
O
L
N
O
T
E
S
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
18
EROSION CONTROL SCHEDULE:
PERMANENT COVER:
MANAGEMENT MEASURES:
POLLUTION PREVENTION
·
SEDIMENT CONTROL PRACTICES:
EROSION CONTROL GENERAL NOTES:
MAINTENANCE PROGRAM:
EROSION AND SEDIMENT CONTROL
DEWATERING:
FINAL STABILIZATION:
CONCRETE WASHOUT DETAIL
Page 68 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
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C
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D
C
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A
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ROAD B
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A
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A
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R
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B
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C
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1
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1
4
BL
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1
3
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BL
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1
2
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1
5
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.
O
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D
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OUTLOT B
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T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
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C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
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2
2
BL
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2
3
BL
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2
4
B
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C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
19
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
UTILITY NOTES:
Page 69 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLO
C
K
1
7
OUT
L
O
T
A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
B
L
O
C
K
1
9
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
20
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
V
I
E
W
A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 70 of 221
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
B
L
O
C
K
3
BLOC
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
BLO
C
K
1
6
BLO
C
K
1
7
AK
R
O
N
A
V
E
.
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
5
6
7
8
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
21
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
V
I
E
W
B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 71 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLOC
K
1
7
OUT
L
O
T
A
AK
R
O
N
A
V
E
.
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
22
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
O
R
M
S
E
W
E
R
P
L
A
N
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
UTILITY NOTES:
STORM SEWER SCHEDULE
Page 72 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLO
C
K
1
7
OUT
L
O
T
A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
B
L
O
C
K
1
9
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
23
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
O
R
M
S
E
W
E
R
P
L
A
N
V
I
E
W
A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 73 of 221
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
B
L
O
C
K
3
BLOC
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
BLO
C
K
1
6
BLO
C
K
1
7
AK
R
O
N
A
V
E
.
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
5
6
7
8
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
ST
O
R
M
S
E
W
E
R
P
L
A
N
V
I
E
W
B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
Page 74 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLOC
K
1
7
HOA
O
W
N
E
D
D&U
E
A
S
E
M
E
N
T
O
V
E
R
ENT
I
R
E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HO
A
O
W
N
E
D
D&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
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OUT
L
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HOA OWNED
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ENTIRE OUTLOT A
AK
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N
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V
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.
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OUTLOT B
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T
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1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
E
N
T
I
R
E
O
U
T
L
O
T
B
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1 - RB
5 - KC 2 - PO
1 - NS
1 - RB
1 - NS
1 - RB
1 - RB
1 - NS
1 - RB
1 - NS
1 - RB
1 - NS
4 - RO
3 - AE
4 - PO
4 - CH
5 - AE
5 - AB
5 - AE
4 - NF
1 - RB
1 - RB
1 - RB
1 - RB
5 - HL
5 - AB
5 - CH
1 - HL
1 - HL
6 - HL
1 - GM
3 - CH
7 - RO
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
25
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
LA
N
D
S
C
A
P
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P
L
A
N
O
V
E
R
A
L
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
TREE PLANTING DETAIL1
LANDSCAPE NOTES:
MITIGATION & LANDSCAPE REQUIREMENTS:
LANDSCAPE SCHEDULE:
Page 75 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
O
U
T
L
O
T
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
BLO
C
K
1
BLO
C
K
2
B
L
O
C
K
3
B
L
O
C
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
B
L
O
C
K
1
5
BL
O
C
K
1
6
BLO
C
K
1
7
HOA
O
W
N
E
D
D&U
E
A
S
E
M
E
N
T
O
V
E
R
ENT
I
R
E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
C
OUT
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
O
U
T
L
O
T
D
O
U
T
L
O
T
D
OUTLOT B
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
B
L
O
C
K
1
9
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
E
N
T
I
R
E
O
U
T
L
O
T
B
O
U
T
L
O
T
B
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1 - RB
2 - NF
3 - NF
5 - HL
4 - PO 2 - KC
5 - KC 2 - PO
1 - NS
1 - RB
1 - NS
1 - RB
1 - RB
1 - NS
1 - RB
1 - NS
1 - RB
1 - NS
1 - RB
1 - NS 1 - NS
1 - RB
1 - NS
1 - RB
1 - RB
4 - RO
3 - AE
4 - PO
4 - CH
5 - AE
5 - AB
5 - AE
4 - RO5 - NF
4 - CH
4 - NF
1 - RB
1 - RB
1 - RB
1 - RB
2 - CH
2 - CH
8 - PO
7 - AB
9 - HL
4 - AE1 - RB
1 - RB
1 - RB
5 - HL
5 - AB
5 - CH
4 - NF
1 - HL
1 - HL
3 - CH
7 - RO
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
26
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
S
U
B
M
I
T
T
A
L
LA
N
D
S
C
A
P
E
P
L
A
N
V
I
E
W
A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LANDSCAPE SCHEDULE:
Page 76 of 221
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
B
L
O
C
K
3
BLOC
K
1
4
BL
O
C
K
4
B
L
O
C
K
1
3
BLO
C
K
5
BL
O
C
K
1
2
BLO
C
K
1
6
BLO
C
K
1
7
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
D&U EA
S
E
M
E
N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
C
HO
A
O
W
N
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D
D&
U
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A
S
E
M
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N
T
O
V
E
R
EN
T
I
R
E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
AK
R
O
N
A
V
E
.
O
U
T
L
O
T
D
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
BL
O
C
K
9
BLOCK 10
BLOCK
1
1
BLOCK 18
BL
O
C
K
2
0
B
L
O
C
K
1
9
BL
O
C
K
2
1
BL
O
C
K
2
2
BL
O
C
K
2
3
BL
O
C
K
2
4
B
L
O
C
K
2
5
OUTLOT A
OU
T
L
O
T
D
H
O
A
O
W
N
E
D
D
&
U
E
A
S
E
M
E
N
T
O
V
E
R
E
N
T
I
R
E
O
U
T
L
O
T
B
O
U
T
L
O
T
B
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
7
8
5
6
7
8
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
5 - HL
4 - PO 2 - KC
1 - NS
1 - RB
1 - NS
1 - RB
1 - NS
1 - RB
1 - NS 1 - NS
1 - RB
1 - NS
1 - RB
1 - RB
1 - NS
1 - RB
1 - RB
1 - RB
1 - RB
1 - RB
1 - RB
1 - RB
5 - AB
5 - AE
4 - RO5 - NF
4 - CH
4 - NF
1 - RB
1 - RB
1 - RB
2 - CH
2 - CH
8 - PO
7 - AB
9 - HL
8 - RO
4 - AE1 - RB
1 - RB
1 - RB
1 - RB
1 - RB
1 - RB
1 - NS
5 - HL
5 - AB
5 - CH
4 - NF
8 - KC
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
27
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PR
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L
I
M
I
N
A
R
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P
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A
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B
M
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T
T
A
L
LA
N
D
S
C
A
P
E
P
L
A
N
V
I
E
W
B
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
Page 77 of 221
CO
U
N
T
Y
RO
A
D
N
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.
7
3
C. S. A. H. NO. 42(145TH ST. W.)
(A
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.
)
AK
R
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A
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.
C. S. A. H. NO. 42 (145TH ST. W.)
AK
R
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A
V
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.
AK
R
O
N
A
V
E
.
AK
R
O
N
A
V
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.
AK
R
O
N
A
V
E
.
STORMWATER
MANAGEMENT
AREA 1
BASIN 1918PER CITY
STORMWATER
MANAGEMENT
AREA 2
STORMWATER
MANAGEMENTAREA 3
STORMWATER
MANAGEMENTAREA 3
WETLAND
WE-18-00611258-000
WETLAND
WE-18-006
11258-000
WETLANDWE-18-006
11258-000
AU
B
U
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N
A
V
E
.
AB
B
E
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F
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.
148TH ST. W.
148TH ST. W.
148
T
H
S
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.
W
.
148TH ST. W.
AK
R
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A
V
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(
C
.
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.
7
3
)
AB
B
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A
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.
149TH STREET WEST
AR
T
A
I
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T
R
A
I
L
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
AD
A
AD
A
AD
A
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADAADA
ADA
AD
A
ADA
AD
A
ADA
ADA
ADA
ADA ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ADA
ELEC
RISER
ADA
ADA
ADA
ELEC
RISER
ADA
ADA
ADA
ADAADA
48"
36"
*
3" WINDOW
24"x24"
5" WINDOW 5" WINDOW 5" WINDOW
5" WINDOW
5" WINDOW
6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW
5" WINDOW
5" WINDOW
5" WINDOW
5" WINDOW
6" WINDOW 6" WINDOW
6" WINDOW 6" WINDOW
6" WINDOW
6" WINDOW
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
ADAADA
10' DRAINAGE AND UTILITY EASEM
E
N
T
5' DRAINAGE AND UTILITY EASEMENT
5'
D
R
A
I
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A
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A
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D
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HWY 42
T
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A
D
C
R
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A
D
A
ROAD B
RO
A
D
C
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BLO
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK 1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
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OUTLOT D
OUTLOT E
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.
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A
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RO
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T
L
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A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BLO
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK 1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
PROJECT
LOCATION
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
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S
T
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C
T
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AM
B
E
R
F
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1
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E
E
T
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SHEET INDEX
SHEET TITLENO.
COVER SHEET1
STANDARD DETAILS
5 EXISTING CONDITIONS PLAN
2-4
SITE, LIGHTING, AND SIGNAGE PLAN7-8
GRADING AND DRAINAGE PLAN9-11
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
SANITARY SEWER AND WATERMAIN PLAN
STREET AND STORM SEWER PLAN
17-19
LANDSCAPE PLAN
12-14
PHASING PLAN6
SUITE 700
ALLIANT ENGINEERING, INC.
733 MARQUETTE AVENUE SOUTH
MINNEAPOLIS, MN 55402
PH: 612-758-3080
CONSULTANT
FX: 612-758-3099
SURVEYOR
ENGINEER
DANIEL EKREM
LICENSE NO. 57366
CLARK WICKLUND
LICENSE NO. 40922
LANDSCAPE ARCHITECT
EM: cwicklund@alliant-inc.com
EM: dekrem@alliant-inc.com
MARK KRONBECK
LICENSE NO. 26222
EM: mkronbeck@alliant-inc.com
VICINITY MAP
SCALE: 1" = 4000'
DEVELOPER
MAPLEWOOD DEVELOPMENT
1128 HARMON PLACE
SUITE 320
PH: 612-746-4046
CONTACT: MARIO J. COCCHIARELLA
MINNEAPOLIS, MN 55403
AMBER FIELDS - 14TH ADDITION
ROSEMOUNT, MINNESOTA
1
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES
STREET AND STORM SEWER PLAN AND PROFILES
STREET INTERSECTION DETAILS
15
16
20
21-24
26-28
25
APPROVED
CITY OF ROSEMOUNT
PROJECT NO: 2022-16
2875 145TH STREET WEST
ROSEMOUNT, MN 55068
(651) 423-4411
Page 78 of 221
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
2
Page 79 of 221
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L
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PRELIM
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AM
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-
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
3
Page 80 of 221
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L
Y
PRELIM
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AM
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F
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L
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-
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4
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1
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
4
Page 81 of 221
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A
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C
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LEGEND
NOTES:
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
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I
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PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
5
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
Page 82 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
AK
R
O
N
A
V
E
.
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
BLOC
K
1
(
P
H
2
)
BL
O
C
K
2
(
P
H
2
)
BL
O
C
K
3
(
P
H
2
)
BLO
C
K
4
(
P
H
2
)
BLO
C
K
5
(
P
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2
)
B
L
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6
(
P
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2
)
B
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7
(
P
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8
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A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
PH
A
S
I
N
G
P
L
A
N
6
Page 83 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HOA OWN
E
D
D&U EASE
M
E
N
T
O
V
E
R
ENTIRE O
U
T
L
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C
HO
A
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D&
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EN
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A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
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9
BL
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1
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BLOCK
1
4
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3
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4
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OUTLOT A
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OUTLOT C
O
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L
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OUTLOT D
OUTLOT E
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A
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L
V
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W
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SITE PLAN NOTES:
LEGEND:
TOWNHOME LOT DATA:
TOTAL DENSITY CALCULATIONS:
TYPICAL PRIVATE ROAD SECTION
MI HO
M
E
S
D
E
V
E
L
O
P
M
E
N
T
TYPICAL 25' WIDE TOWNHOME LOT DETAIL
7
Page 84 of 221
ROAD AROAD A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT B
HOA OWN
E
D
D&U EASE
M
E
N
T
O
V
E
R
ENTIRE O
U
T
L
O
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C
HO
A
O
W
N
E
D
D&
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A
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M
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V
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R
EN
T
I
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E
O
U
T
L
O
T
A
HOA OWNED
D&U EASEMENT OVER
ENTIRE OUTLOT A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
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1
0
BL
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1
1
BL
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1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
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C
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3
B
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K
2
BL
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C
K
4
BL
O
C
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5
BL
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C
K
6
BL
O
C
K
7
B
L
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C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
OUTLOT C
ROAD A
AK
R
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A
V
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ROAD A
AK
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A
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A
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
8
Page 85 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
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A
D
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RO
A
D
C
R
O
A
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ROAD B
RO
A
D
A
R
O
A
D
A
R
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A
D
B
R
O
A
D
C
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
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1
2
3
4
5
6
7
8
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.
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A
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ROAD B
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1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
BLOC
K
1
(
P
H
2
)
BL
O
C
K
2
(
P
H
2
)
BL
O
C
K
3
(
P
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2
)
BLO
C
K
4
(
P
H
2
)
BLO
C
K
5
(
P
H
2
)
BL
O
C
K
6
(
P
H
2
)
B
L
O
C
K
7
(
P
H
2
)
BLO
C
K
8
(
P
H
2
)
BL
O
C
K
9
(
P
H
2
)
B
L
O
C
K
1
0
(
P
H
2
)
BL
O
C
K
1
1
(
P
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2
)
AK
R
O
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A
V
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N
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AK
R
O
N
A
V
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N
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E
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
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NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
GRADING NOTES:
LEGEND:
TOWNHOME HOLD DOWN DETAILS
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
O
V
E
R
A
L
L
V
I
E
W
9
Page 86 of 221
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
A
R
O
A
D
C
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
AK
R
O
N
A
V
E
.
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
7
8
1
2
3
4
5
6
7
8
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
B
L
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
BLOC
K
1
(
P
H
2
)
BLOCK
2
(
P
H
2
)
B
L
O
C
K
6
(
P
H
2
)
B
L
O
C
K
7
(
P
H
2
)
BLO
C
K
8
(
P
H
2
)
BL
O
C
K
9
(
P
H
2
)
B
L
O
C
K
1
0
(
P
H
2
)
BLOCK 1
1
(
P
H
2
)
ROAD A
AK
R
O
N
A
V
E
N
U
E
ROAD A
AK
R
O
N
A
V
E
N
U
E
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
V
I
E
W
A
10
Page 87 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
OUTLOT B
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
B
L
O
C
K
2
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
OUTLOT D
OUTLOT E
BLOC
K
1
(
P
H
2
)
BL
O
C
K
2
(
P
H
2
)
BL
O
C
K
3
(
P
H
2
)
BLO
C
K
4
(
P
H
2
)
BLO
C
K
5
(
P
H
2
)
B
L
O
C
K
6
(
P
H
2
)
B
L
O
C
K
7
(
P
H
2
)
BLO
C
K
8
(
P
H
2
)
BL
O
C
K
9
(
P
H
2
)
B
L
O
C
K
1
0
(
P
H
2
)
B
L
O
C
K
1
1
(
P
H
2
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
-
V
I
E
W
B
11
Page 88 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SWPPP BMP QUANTITIES
EROSION CONTROL
RESPONSIBLE PARTY:
CONTRACTOR:
(PER PLAN):
NOTE TO CONTRACTOR:
CONSTRUCTION SEQUENCING:
ACTIVE SWPPP MAP LEGEND
LEGEND:
DND
NOTES:
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
O
V
E
R
A
L
L
V
I
E
W
12
Page 89 of 221
ROAD AROAD A
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
B
L
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
DND
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
V
I
E
W
A
13
Page 90 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
R
O
A
D
A
ROAD B
R
O
A
D
C
OUTLOT B
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
1 2 3 4 5 6
1
2
3
4
5
6
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
B
L
O
C
K
2
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
OUTLOT D
OUTLOT E
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
DND
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
-
V
I
E
W
B
14
Page 91 of 221
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
EROSION CONTROL SCHEDULE:
PERMANENT COVER:
MANAGEMENT MEASURES:
POLLUTION PREVENTION
·
SEDIMENT CONTROL PRACTICES:
EROSION CONTROL GENERAL NOTES:
MAINTENANCE PROGRAM:
EROSION AND SEDIMENT CONTROL
DEWATERING:
FINAL STABILIZATION:
CONCRETE WASHOUT DETAIL
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
15
Page 92 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
AK
R
O
N
A
V
E
.
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
BLOC
K
1
(
P
H
2
)
BL
O
C
K
2
(
P
H
2
)
BL
O
C
K
3
(
P
H
2
)
BLO
C
K
4
(
P
H
2
)
BLO
C
K
5
(
P
H
2
)
B
L
O
C
K
6
(
P
H
2
)
B
L
O
C
K
7
(
P
H
2
)
BLO
C
K
8
(
P
H
2
)
BL
O
C
K
9
(
P
H
2
)
B
L
O
C
K
1
0
(
P
H
2
)
BL
O
C
K
1
1
(
P
H
2
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LEGEND:
UTILITY NOTES:
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
-
O
V
E
R
A
L
L
V
I
E
W
16
Page 93 of 221
RO
A
D
A
RO
A
D
A
ROAD CROAD C
AKRON AVE.
ROAD CROAD C
OU
T
L
O
T
B
OUTLOT A
4
5
6
7
8
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
4
5
6
1
2
3
4
5
61234561234
1
2
3
4
2
3
4
5
6
BLO
C
K
1
0
BLOCK 11BLOCK 12
BL
O
C
K
1
3
BL
O
C
K
1
BLOCK 3
BLOC
K
2
BLOCK 4 BLOCK 5
BLO
C
K
6
BLO
C
K
7
OUTLOT D
OU
T
L
O
T
C
OU
T
L
O
T
D
OU
T
L
O
T
D
Road C-S PROFILE
RO
A
D
B
RO
A
D
A
B2
L
1
B2
L
2
B2
L
3
B2
L
4
B3
L
1
B3
L
2
B3
L
3
B3
L
4
B3
L
5
B3
L
6
B3
L
7
B3
L
8
B4
L
1
B4
L
2
B4
L
3
B4
L
4
B4
L
5
B4
L
6
B4
L
7
B4
L
8
B5
L
1
B1
1
L
1
B1
1
L
2
B1
1
L
3
B1
1
L
4
B1
2
L
6
B1
2
L
5
B1
2
L
4
B1
2
L
3
B1
2
L
2
B1
2
L
1
B1
2
L
1
B5
L
2
B5
L
3
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
17
ROAD C
NOTES:
SANITARY SERVICE SHEDULE
Page 94 of 221
R
O
A
D
C
ROAD A12345678
R
O
A
D
C
ROAD A
1 2 3 4 5 6
OUT
L
O
T
B
1 2 3 4 5 6 7 8
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
1 2 3 4 5 6
1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6
1 2 3 4 5 6
1
2
3
4
5
1
2
3
4
BLOCK 9
BLOCK 10
B
L
O
C
K
1
1
B
L
O
C
K
1
2
BLOCK
1
4
B
L
O
C
K
4
B
L
O
C
K
5
BLOCK 6BLOCK 7BLOCK 8OUT
L
O
T
A
O
U
T
L
O
T
D
OUTLOT D
BLOCK 8(P
H
2
)
BLOCK 9(PH
2
)
Road A-S PROFILE
RO
A
D
C
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
18
ROAD A
NOTES:
SANITARY SERVICE SHEDULE
Page 95 of 221
ROA
D
A
ROAD A
ROAD C
RO
A
D
B
ROA
D
A
ROAD C
ROAD A
ROAD
B
RO
A
D
A
ROAD B
R
O
A
D
C
3
4
5
6
1 2 3 4
ROAD
B
R
O
A
D
C
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
1 2 3 4 5 6 OUTL
O
T
B
1
2
3
4
5
6
7
8
1 2 3 4 5 6
2
3
4
5
6
1
2
3
4
1 2
3
4 5
6
B
L
O
C
K
1
2
BLOC
K
1
3
BLOCK 1
4
BLOC
K
1
BL
O
C
K
2
OUTLO
T
C
OUTL
O
T
D
OUTL
O
T
E
BLOCK 1(PH
2
)BLOCK 2(PH 2)
BLOCK 3(PH
2
)
BL
O
C
K
4
(
P
H
2
)
BL
O
C
K
5
(
P
H
2
)
BLOCK 6(P
H
2
)
BLOCK 9(PH 2)
BLOCK 10(
P
H
2
)
BLOCK 11(P
H
2
)
Road B-S PROFILE
RO
A
D
A
(
s
)
RO
A
D
C
B3
L
1
(
P
H
2
)
B3
L
2
(
P
H
2
)
B3
L
3
(
P
H
2
)
B3
L
4
(
P
H
2
)
B3
L
5
(
P
H
2
)
B3
L
6
(
P
H
2
)
RO
A
D
B
RO
A
D
A
B4
L
4
(
P
H
2
)
B4
L
5
(
P
H
2
)
B4
L
6
(
P
H
2
)
B4
L
7
(
P
H
2
)
B4
L
8
(
P
H
2
)
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SA
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
19
ROAD B
NOTES:
SANITARY SERVICE SHEDULE
ROAD A
Page 96 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
RO
A
D
C
R
O
A
D
A
ROAD B
RO
A
D
A
R
O
A
D
A
R
O
A
D
B
R
O
A
D
C
AK
R
O
N
A
V
E
.
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
OUTLOT B
OU
T
L
O
T
A
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1 2 3 4 5 6 7 8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
1 2 3 4 5 6
1
2
3
4
5
6
1
2
3
4
1
2
3
4
1 2 3 4 5 6
BL
O
C
K
9
BL
O
C
K
1
0
BL
O
C
K
1
1
BL
O
C
K
1
2
BLOCK 13
BLOCK
1
4
BLOCK 1
BL
O
C
K
3
B
L
O
C
K
2
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
BL
O
C
K
7
BL
O
C
K
8
OUTLOT A
OU
T
L
O
T
D
OUTLOT C
O
U
T
L
O
T
D
OUTLOT D
OUTLOT E
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
LEGEND:
UTILITY NOTES:
STORM SEWER SCHEDULE
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
-
O
V
E
R
A
L
L
V
I
E
W
20
Page 97 of 221
RO
A
D
A
RO
A
D
A
ROAD CROAD C
AKRON AVE.
ROAD CROAD C
OU
T
L
O
T
B
OUTLOT A
4
5
6
7
8
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
4
5
6
1
2
3
4
5
61234561234
1
2
3
4
2
3
4
5
6
BLO
C
K
1
0
BLOCK 11BLOCK 12
BL
O
C
K
1
3
BL
O
C
K
1
BLOCK 3
BLOC
K
2
BLOCK 4 BLOCK 5
BLO
C
K
6
BLO
C
K
7
OUTLOT D
OU
T
L
O
T
C
OU
T
L
O
T
D
OU
T
L
O
T
D
Road C-S PROFILE
RO
A
D
B
RO
A
D
A
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
21
ROAD C
GENERAL NOTES:
CASTING SCHEDULE
Page 98 of 221
R
O
A
D
C
ROAD A
R
O
A
D
C
ROAD A
OUT
L
O
T
B
1 2 3 4 5 6 7 8
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
1 2 3 4 5 6
1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6
1 2 3 4 5 6
1
2
3
4
5
1
2
3
4
BLOCK 9
BLOCK 10
B
L
O
C
K
1
1
B
L
O
C
K
1
2
BLOCK
1
4
B
L
O
C
K
4
B
L
O
C
K
5
BLOCK 6BLOCK 7BLOCK 8OUT
L
O
T
A
O
U
T
L
O
T
D
OUTLOT D
Road A-S PROFILE
RO
A
D
C
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
22
GENERAL NOTES:
ROAD A
CASTING SCHEDULE
Page 99 of 221
ROA
D
A
ROAD A
RO
A
D
B
ROA
D
A
ROAD A
ROAD
B
RO
A
D
A
ROAD B
R
O
A
D
C
ROAD
B
R
O
A
D
C
OUTL
O
T
B
1
2
3
4
5
6
7
8
5 6
1 2 3 4 5 6
4
5
6
1
2
3
4
1 2
3
4 5
6
BLOCK 9
BLOCK 10
B
L
O
C
K
1
2
BLOC
K
1
3
BLOCK 1
4
BLOC
K
1
BL
O
C
K
2
OUTLO
T
C
OUTL
O
T
D
OUTL
O
T
E
Road B-S PROFILE
RO
A
D
A
(
s
)
RO
A
D
C
RO
A
D
B
RO
A
D
A
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
23
GENERAL NOTES:
CASTING SCHEDULE
ROAD BROAD A
Page 100 of 221
RO
A
D
A
R
O
A
D
B
ROA
D
C
RO
A
D
A
R
O
A
D
B
ROA
D
C
O
U
T
L
O
T
B
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
1
2
3
4
5
6
3 4 5 6
1
2
3
4
BL
O
C
K
9
BL
O
C
K
1
0
BLOCK
1
2
B
L
O
C
K
1
3
B
L
O
C
K
1
4
B
L
O
C
K
1
BL
O
C
K
8
O
U
T
L
O
T
A
OU
T
L
O
T
D
O
U
T
L
O
T
D
CB 56 TO STUB PROFILE
R
O
A
D
A
ROAD B
R
O
A
D
A
ROAD A
CBMH 49 TO CBMH 21 PROFILE
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ST
R
E
E
T
A
N
D
S
T
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
S
24
GENERAL NOTES:
CASTING SCHEDULE
CB 56 - EX STUB CBMH 48 - CBMH 21
Page 101 of 221
ROAD AROAD A
R
O
A
D
C
R
O
A
D
C
2 3 4 5 6 7 8
1
2
3
4
3 4 5 6
BLOCK 13
BLOCK 1
B
L
O
C
K
2
OUTLOT C
OUTLOT D
RO
A
D
C
RO
A
D
C
OUTLOT
A
8
3
4
5
6
7
8
1
2
3
4
5
6
2
3
4
5
6
1
2
3
4
BL
O
C
K
1
1
BL
O
C
K
4
BL
O
C
K
5
BL
O
C
K
6
FOR RE
V
I
E
W
O
N
L
Y
PRELIM
I
N
A
R
Y
NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
B
E
R
F
I
E
L
D
S
-
1
4
T
H
A
D
D
I
T
I
O
N
PH
A
S
E
1
FI
N
A
L
P
L
A
T
S
U
B
M
I
T
T
A
L
733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
ST
R
E
E
T
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
25
ROAD C - ROAD A ROAD C - ROAD B
Page 102 of 221
ROAD A
R
O
A
D
A
RO
A
D
B
R
O
A
D
C
RO
A
D
B
ROAD A
RO
A
D
B
R
O
A
D
C
R
O
A
D
A
1
2
3
4
5
6
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
RO
A
D
C
R
O
A
D
A
ROAD B
R
O
A
D
C
1
2
3
4
5
6
7
8
1
2
3
4
5
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6 - HL
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3 - CH
7 - RO
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
TREE PLANTING DETAIL1
LANDSCAPE NOTES:
MITIGATION & LANDSCAPE REQUIREMENTS:
LA
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LANDSCAPE SCHEDULE: (PHASE ONE)
Page 103 of 221
ROAD AROAD A
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1
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1 - RB
1 - RB
1 - RB
1 - RB
4 - RO5 - NF
4 - CH
1 - RB
2 - CH
2 - CH
8 - PO
7 - AB
9 - HL
8 - RO
4 - AE1 - RB
1 - RB
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LA
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LANDSCAPE SCHEDULE: (PHASE ONE)
Page 104 of 221
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2 - NF
3 - NF
5 - HL
4 - PO 2 - KC
1 - RB
1 - NS 1 - NS
1 - RB
1 - NS
1 - RB
1 - RB
4 - RO5 - NF
4 - CH
1 - RB
2 - CH
2 - CH
8 - PO
7 - AB
9 - HL
4 - AE1 - RB
1 - RB
4 - NF
1 - HL
1 - HL
3 - CH
7 - RO
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
LA
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LANDSCAPE SCHEDULE: (PHASE ONE)
Page 105 of 221
S40
°
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0
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5
3
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=
3
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=
7
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.B
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°
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=830.00 L=579.95 Δ=40°02'04"S89°42'15"E 230.34
L
=
393.16
Δ=27°08'24"
L=186.79Δ=12°53'4 0"
OUTLOT E
S41°47'52"W
56.28
S21°33'21"W
54.00
N69°19'27"W
28.81
S51°00'49"W
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5
°
2
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4
9
"
E
72
.
0
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S17°15'28"W
47.49
N13°14'28"E
72.00
N2
4
°
0
1
'
1
7
"
E
50
.
5
3
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15.70
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3
°
0
3
'
1
6
"
E
72
.
0
0
N09°22'35"E
40.68
R=685.00L=119.18Δ=9°58'08"
C.Brg=S75°49'55"EC.=119.03
AMBER FIELDS FOURTEENTH ADDITION
CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA
This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____
and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By:___________________________________________________________________
Mayor Clerk
COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of
_____________________, 20 ____.
_________________________________
Todd B. Tollefson
Dakota County Surveyor
KNOW ALL PERSONS BY THESE PRESENTS: That Earl Street Partners II, LLC, a Minnesota limited liability company, owner of the following described property:
Outlot A, AMBER FIELDS THIRTEENTH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.
Has caused the same to be surveyed and platted as AMBER FIELDS FOURTEENTH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements
as created by this plat.
In witness whereof said Earl Street Partners II, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _________ day of
_____________________, 20 ____.
Signed: Earl Street Partners II, LLC
by ___________________________________________
Mario J. Cocchiarella, Chief Manager
STATE OF MINNESOTA
COUNTY OF ____________________
This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Mario J. Cocchiarella, Chief Manager of Earl Street Partners II, LLC, a Minnesota
limited liability company, on behalf of the limited liability company.
________________________________________
Signature
________________________________________
Printed Name
Notary Public, ___________County, Minnesota
My Commission Expires _________________
SURVEYORS CERTIFICATE
I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a
correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be
correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled
on this plat; and all public ways are shown and labeled on this plat.
Dated this ___________ day of _____________________ , 20 ____.
_________________________________________
Daniel Ekrem, Licensed Land Surveyor
Minnesota License No. 57366
STATE OF MINNESOTA
COUNTY OF _____________________
This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by Daniel Ekrem.
________________________________________
Signature
________________________________________
Printed Name
Notary Public, ___________County, Minnesota
My Commission Expires__________________
OFFICIAL PLAT
BOARD OF COUNTY COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA
We do hereby certify that on the 24th day of October, 2023 the Board of Commissioners of Dakota County, Minnesota approved this
plat of AMBER FIELDS THIRTEENTH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section
505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance.
_________________________________________________________________
Chair, County Board County Treasurer - Auditor
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have
been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day
of _____________________, 20 ____.
_________________________________________, Director
Amy A. Koethe, Department of Property Taxation and Records
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that this plat of AMBER FIELDS FOURTEENTH ADDITION was filed in the office of the County Recorder for public
record on this _________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of
Plats, Page______________________ , as Document Number _______________________ .
_______________________________________
Amy A. Koethe, County Recorder
SI
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Page 106 of 221
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N89°38'28"W 72.00
N89°38'28"W 72.00
N89°38'28"W 72.00
N89°38'28"W 72.00
N89°38'28"W 72.00
S89°38'28"E 72.00
S89°38'28"E 72.00
S89°38'28"E 72.00
S89°38'28"E 72.00
S89°38'28"E 72.00
S89°38'28"E 72.00
S89°38'28"E 72.00
N0
0
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2
1
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0
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30
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30
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S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
S89°38'28"E 74.00
30
.
0
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30.00
30.00
25.00
25.00
25.00
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30.00
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3
°
1
4
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2
8
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E
7
2
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0
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3
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1
4
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1
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8
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E
7
2
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0
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3
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1
4
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2
8
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E
7
2
.
0
0
25.00
25.00
25.00
25.00
30.00
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0
°
2
1
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3
2
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W
7
4
.
0
0
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2
1
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3
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4
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0
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1
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W
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0
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0
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0
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W
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W
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0
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0
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2
1
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3
2
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W
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4
.
0
0
30.00 25.00 25.00 25.00 25.00 25.00 25.00 30.00
30.00 25.00 25.00 25.00 25.00 25.00 25.00 30.00
30.00 25.00 25.00 25.00 25.00 30.00
30.00 25.00 25.00 25.00 25.00 30.00
S0
3
°
0
3
'
1
6
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W
7
2
.
0
0
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3
°
0
3
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6
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0
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3
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0
3
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0
0
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0
3
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0
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0
3
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3
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0
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0
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0
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3
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0
0
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.
0
0
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.
0
0
3
0
.
0
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N61°4
0
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0
1
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E
7
2
.
0
0
N61°4
0
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0
1
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E
7
2
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0
0
N61°4
0
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0
1
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E
7
2
.
0
0
N61°4
0
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0
1
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E
7
2
.
0
0
N61°4
0
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0
1
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E
7
2
.
0
0
N76°45'
3
2
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W
1
6
0
.
0
0
N76°45'
3
2
"
W
1
6
0
.
0
0
N89°38'28"W 210.00
N89°38'28"W 210.00
S86°56'44"E 160.00
S86°56'44"E 160.00
S
2
8
°
1
9
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5
9
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1
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0
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8
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0
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1
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1
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0
0
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4
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°
4
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6
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2
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S69°19'27"E
28.81
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14.05 N2
5
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15.70
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9
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S89°42'15"E 230.34
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N78°53'01"
E
1
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N00°21'32"E 10.00
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0
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S00°12'38"W
20.89
R=685.00 L=224.69 Δ=18°47'37"
C.Brg=S80°14'39"E C.=223.68
R=24.00 L=12.22
=29°10'31"
OUTLOT B
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A
OUTLOT A
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OUTLO
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D
R=715.00 L=237.08 Δ=18°59'5 4 "
C.Brg=S80°08'31"E C.=236.00
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.
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0
R=980.00L=78.67Δ=4°35'59"
C.Brg=S70°44'38"E
C.=78.65
R=950.00L=76.26Δ=4°35'59"
C.Brg=S70°44'38"E
C.=76.24
R=265.00
L=93.29
Δ=20°10'13"R=235.00
L=82.73
Δ=20°10'13"
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90.00 L=55.93
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30.00
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0
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50.24
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Δ =86°40'52"
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L=11.75
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N45°38'53"W
22.05
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R=830.00 L=186.7 9 Δ=12 °5 3'40 "C.Br g=S83°15'25"E C.=186 .40
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30.80 199.54
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22.64
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R=685.00 L=119.18 Δ=9°58'08"
L=105.50 Δ=8 °49 '2 9 "
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160.00
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54.99
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72.74
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N89°38'28"W 74.00
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OFFICIAL PLAT
AMBER FIELDS FOURTEENTH ADDITION
INSET
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C:\Users\jh\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\I8FO6670\024359-000 Amber Fields 14th Addition - Plan Review Memo
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
Anthony Nemcek, Senior Planner
Jane Byron, Storm Water Specialist
From: Amanda Sachi, PE
Kendra Fallon, PE
Kris Keller, PE
Date: January 15, 2024
Re: Amber Fields 14th Addition – Phase 1 Final Plat Review
WSB Project No. 024359-000
We have reviewed the documents provided by Alliant Engineering on December 23, 2023.
Documents reviewed include:
• Amber Fields 14th Addition Preliminary Plat Civil Set, dated 12/18/23
• Amber Fields 14th Addition Final Plat Civil Set, dated 12/18/23
• Amber Fields 14th Addition Plat, dated 12/15/23
Additional redline comments are provided on the submitted civil plans. Applicant should pr ovide
responses to each comment and redline comment. We offer the following comments below.
Civil Comments:
1. General
a. Update street names when available.
b. Provide benchmark elevations on future construction plans.
2. Utilities
a. Install hydrant lead valves behind curb as shown in City Details
b. Provide minimum vertical 18" separation between watermain and storm sewer
i. Insulate when separation is less than 36"
ii. Reference City Detail W-7 for all watermain offsets
c. Potential conflict with storm sewer main and water and sanitary sewer services
i. Offset and insulate water services crossing the storm sewer (minimum
18")
d. Potential conflict with water and sanitary sewer main with water and sanitary
sewer services
e. Shift gate valves out of the wheel paths and away from the curb
f. Shift sanitary sewer casting away from the curb line for bituminous placement
and compaction
g. Install sanitary sewer structures after the last active sanitary sewer service
i. Lots 1-2 Block 9 cannot be active until upstream manhole is installed
Page 108 of 221
Amber Fields 14th Addition – Phase 1 Final Plat Review
January 15, 2024
Page 2
h. Verify water stub pipe material from 13th Addition. PVC C900 is called on the
current plans but DIP is shown in the 13th Addition plans
3. Streets, Signage and Street Lighting
a. Street centerline grades should be a minimum 1.0%
4. Landscape
a. No comments at this time
Grading, Drainage, and Erosion Control Comments:
5. General
a. No comments.
6. Ponds and Wetlands
a. No comments.
7. Emergency Overflow Routes:
a. The City requires 1.5 feet of freeboard between low lying area EOFs and building
opening elevations. This requirement is not being met for multiple blocks
throughout the addition. Applicant should update grading and/or building
elevations to meet freeboard requirements.
8. Retaining Walls:
a. No comments.
9. Erosion Control:
a. No comments.
10. Grading:
a. No comments.
Stormwater Management Plan:
11. General Storm Sewer Design
a. Provide a catch basin drainage area map (including the area intended to drain to
the proposed stubs) along with storm sewer sizing calculations to confirm storm
sewer is sized for a 10-year storm event.
b. A sump is requested to be added to structure MH-4 prior to the connection into
the main trunk line system.
12. Water Quantity
a. No comments.
13. Rate/Volume Control
c. No comments.
14. Freeboard
d. No comments.
15. Water Quality
e. No comments.
16. Easements
f. Storm sewer between CBMH 48-CBMH 49-CBMH 21 is deeper than 10 feet so
easement at a 1:1 depth to width ratio should be provided on both sides of the
proposed storm sewer.
Page 109 of 221
Amber Fields 14th Addition – Phase 1 Final Plat Review
January 15, 2024
Page 3
General
Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering
Guidelines and Standards. Infrastructure construction shall be completed in accordance with the
latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility
Construction.
Page 110 of 221
M E M O R A N D U M
To: Adam Kienberger, Community Development Director
Anthony Nemcek, Senior Planner
Julia Hogan, Planner
From: Dan Schultz, Parks and Recreation Director
Date: January 17, 2024
Subject: Amber Field 13th and 14th Additions
The Parks and Recreation Department recently reviewed the plans for the Amber Fields 13th and
14th Additions. After reviewing the plans, the Parks and Recreation Department staff has the
following comments:
Parks Dedication
The parks dedication for the 13th and 14th additions will be met through developer installed
improvements as outlined in the subdivision agreement.
Please let me know if you have any questions about this memo.
Page 111 of 221
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: January 23, 2024
Tenative City Council Meeting:
AGENDA ITEM: Request by Independent School District 196 for
approval of a rezoning of the site from AG-
Agricultural to R1-Low Density Residential, minor
subdivision, conditional use permit, and site plan
review for an elementary school to be constructed
on site.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.b.
ATTACHMENTS: Site Location, Preliminary Plat, Final Plat, Site Plan,
Demolition Plan, Geometric Plan, Finishing Plan,
Erosion Control Plan, Grading and Drainage Plan,
Utilities Plan, Landscaping Plan, Photometric Plan,
Architectural Elevations , City Engineer's Memo
Dated January 15, 2024, Stormwater Review Memo
Dated January 16, 2024, Parks and Recreation
Director's Memo Dated January 17, 2024
APPROVED BY: AK
RECOMMENDED ACTION: Staff recommends the Planning Commission make the following motion:
1. Motion to continue the Public Hearing until the Planning Commission Meeting on February 26, 2024,
so that a traffic study can be provided to the city for review.
The Planning Commission could also make the following motions listed below:
1. Motion to recommend the City Council approve a Zoning Map amendment to rezone the site from
AG-Agricultural to R1 – Low Density Residential.
2. Motion to recommend the City Council approve the minor subdivision for Rosemount School District
Third Addition, subject to all conditions approved as part of the City’s site and building design review
for the project.
3. Motion to approve the site plan and building design to allow Independent School District 196 to
construct a new elementary school on Rosemount School District Third Addition, subject to the
following conditions:
a. Approval of the Rosemount School District Third Addition minor subdivision.
b. Conformance with all conditions of the City Engineer as outlined in the memo dated January
15, 2024, and associated stormwater review memo dated January 16, 2024.
c. Applicant shall work with staff to verify lumens identified on the photometric plan do not
Page 112 of 221
exceed .05 lumens at residential property lines.
d. Applicant shall provide verification on the number of classrooms that will be provided and
projected number of students that will be attending the school to identify if the proposed
parking numbers are sufficient.
e. Payment of $54,250 in-lieu of replacement trees.
f. Conformance with the requirements of the Parks and Recreations Director contained within
the memo dated January 17, 2024.
g. Site signage shall require a separate sign permit and meet the requirement of signs in the PI
zoning district.
h. Light fixtures within 100 feet of a residential property line shall be no higher than 20 feet.
4. Motion to recommend the City Council approve a Conditional Use Permit for an elementary school
to be located on the Rosemount School District Third Addition subject to all conditions approved as
part of the City’s site and building design review for the project.
BACKGROUND
SUMMARY
Application & Property Owner(s): Independent School District 196 (Rosemount, Apple Valley,
Eagan Public Schools)
Location: West of Akron Avenue and South of Bonaire Path West
Areas in Acres: 34.51-Acres
Comp. Guide Plan Designation: LDR - Low Density Residential
Current Zoning: AG - Agricultural
Requested Zoning: R1 - Low Density Residential
The Planning Commission is being asked to consider requests submitted by Independent School District
196 (Rosemount, Apple Valley, Eagan Public Schools) for approval of a rezoning, minor subdivision, site
plan and building design review and conditional use permit to construct an elementary school on the
proposed 34.41 acre site located directly west of Akron Avenue and south of Bonaire Path West. The
applicant is requesting the site be rezoned from AG-Agricultural to R1 – Low Density Residential
because elementary schools are not an allowed use within the AG zoning district but are an allowed
conditional use within the R1 zoning district, which is why a conditional use permit is being requested
as well. The applicant is requesting a minor subdivision to plat the land since the site is currently
unplatted. A site plan review and building design is being requested by the applicant because they are
required for all commercial, industrial, institutional, and multifamily development projects.
At this time, staff is recommending the continuation of the four requested items until the February 26,
2024, Planning Commission meeting due to the need of additional information. Staff requested a traffic
study be provided to the city for review. Though a traffic study is currently in the process, it will not be
finalized until early February. Due to potential issues that could arise without a traffic study, staff is
wanting the continuation of the request until after that study is received and reviewed by staff.
Page 113 of 221
BACKGROUND
The City of Rosemount currently has one large school campus area that includes the Rosemount High
School, Rosemount Middle School and Rosemount Elementary school, all of which have been located
on the present site west of Robert Trail South since the mid 1960’s when the high school was built in
that location. Portions of the middle school and elementary schools were on or near their present
locations prior to construction of the high school. Over time, each of the buildings on the campus have
been modified and expanded to accommodate the needs of a growing district and to add space for a
growing student population. Independent School District 196 is now the 4th largest district in
Minnesota with the current Rosemount schools serving over 4,500 students.
In recognition of the need for safety and security and space for growth around the school district, ISD
196 brought forward a combined $493 million dollar bond referendum in 2023. The first portion of the
referendum was for $374 million dollars, which would include safety and security improvements at all
district schools, a new elementary school, a new Rosemount middle school and repurposing the
current school. Additions were also proposed for various other schools within the district and
Rosemount High school. The second portion of the referendum was for $119 million dollars, which was
to include improvements and an activity center at each of the districts four high schools. The
referendum ultimately was approved and was the state’s largest successful public school funding
request in Minnesota history. ISD 196 has owned the 34.51-acre subject site for a number of years,
with the school district and the city anticipating an elementary school to be constructed on this site
when the need was there.
ISSUE ANALYSIS
Legal Authority
Minor Subdivisions, Conditional Use Permits, and Site Plan applications are quasi-judicial decisions for
the Planning Commission, meaning that the Planning Commission is acting as a judge to determine if
the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being
followed. Generally, if these applications meet the City’s established requirements, they must be
approved.
Rezonings are a legislative decision for the city, but the rezoning must conform with the adopted
Comprehensive Plan to be approved. Therefore, while technically legislative in nature, if a rezoning is
in line with the Comprehensive Plan, it should be approved. Staff’s review of each application is
provided below.
Rezoning
The subject property is currently zoned AG- Agricultural and is guided for LDR – Low Density
Residential. The applicant is requesting a rezoning of the site from AG-Agricultural to R1 – Low Density
Residential. The need for the rezoning is because elementary schools are not an allowed use within the
AG-Agricultural zoning district, but are an allowed conditional use within the R1 – Low Density
Residential zoning district. Within the City’s 2040 Comprehensive Plan it describes the Low Density
Residential Land Use as land that provides housing suitable for families with children, and as such,
should be located close to schools, churches, public parks, and neighborhood commercial. The primary
zoning for the LDR land use designation is the R1 zoning district, which is why the applicant is
requesting the rezoning to R1-Low Density Residential.
Page 114 of 221
Minor Subdivision
The minor subdivision process is a platting alternative that combines the approval of the preliminary
and final plats into a single process. Additionally, some of the required engineering feasibility studies
are waived. In this case, the site's engineering and stormwater management was reviewed by staff
through the site plan review process. The 34.51-acre subject site is currently unplatted. When the
applicant came to the city with its request to build a new elementary school the city suggested the
applicant apply for a minor subdivision to plat the site to clean up the boundaries of the site and for
easements located on the site.
Site Plan and Design Review
The purpose of a site plan review is to evaluate each project as it relates to the performance and site
design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial,
institutional and multifamily development projects.
Land Use & Zoning
The subject property is currently zoned AG-Agricultural, and the future land use designated is guided
for LDR – Low Density Residential. The applicant is requesting the site be rezoned to R1-Low Density
Residential. Elementary schools are not an allowed use within the AG zoning district but are an allowed
conditional use within the R1 zoning district. The rezoning of the site to R1-Low Density Residential is in
accordance with the 2040 Future Land Use Plan and Comprehensive Plan.
Site Layout
The 34.51-acre vacant site is located directly west of Akron Ave and south of Bonaire Path West. The
site is mostly rectangular with the western portion of the site being longer than the eastern portion
due to the railroad tracks and residential development to the south. The main principal building is
proposed to be located on the north end of the site, closer to Bonaire Path. There are two parking lots
proposed on the site as well. The eastern parking lot is designated as the main lot, with the
southwestern lot designated as the bus lot. West of the main building and northwest of the bus lot is a
hard play area and soft play area shown. A softball field is also planned to be constructed on site,
which will be located west of the bus lot area and east of the main entrance to the site off of
Kaylemore Trail.
There is one access point into the site which is off of Kaylemore Trail and Ardroe Ave, on the western
side of the site, south of Bonaire Path West. This access road continues east on the site from
Kaylemore Trail and loops around the main lot. There is a series of pedestrian trails shown on the site
plan as well. There are two trails off of the existing sidewalks on Ardroe Ave that lead to the main
building. There is also a trail shown off of the proposed sidewalk on Bonaire Path West which leads to
the main building as well. On the southern portion of the site, it is shown to have stormwater ponding
and infiltration basin.
Lot and Building Standards.
The proposed elementary school site covers over 34 acres of land with a significant amount of open
space that will be dedicated to a ballfield, play areas, and open space at the southern end of the site.
The plans submitted for the proposed building show a combination of classrooms, common areas,
gymnasium, cafeteria, media area, art and music area, etc. Since elementary schools are a conditional
use within the R1-Low Density Residential zoning district, they are subject to the minimum lot
Page 115 of 221
requirements, setbacks, and site and building standards of the PI – Public and Institutional zoning
district. The table below shows the required setbacks in comparison with those provided on the site
plan.
Building Performance Standards for the PI –
Public/Institutional
Category Standard Proposed Elementary
School
Standard Proposed Parking
Surfaces
Front (Ardroe Ave) 30 ft. >30-feet 20 ft. >20 ft.
Side (Railroad Tracks) 30 ft. >30-feet 10 ft. >10 ft.
Side (Bonaire Path West) 30 ft. >30-feet 10 ft. >10 ft.
Rear (Akron Ave) 30 ft. >30 ft. 10 feet. >10 ft.
Exterior Building Materials
The PI – Public Institutional building materials standards require the building to be at least 50% brick or
natural stone. The remaining 50% of the wall surface may be specialty integral colored concrete block,
tile, architectural textured concrete cast in place or better. Up to 10% of the building can be used for
materials not listed above as accents. Buildings are required to have “360 degree” architecture so that
all sides of the building meet the architectural standards. The building elevation plans that were
submitted by the applicant show that the exterior of the principal building will be a mixture of brick,
precast wall panels, and ornamental metal panels. While metal paneling and siding is not normally
permitted in the PI – Public Institutional zoning district, the metal panel/siding façade is of a quality
considered “equal to or better” in the permitted materials within the code. The applicant has
expressed that the proposed principal building will have a similar look and design to the newly built
elementary school in Lakeville called East Lake, which is south of County Road 46.
Traffic
At this time, a traffic study has not been submitted for the city’s review. The applicant has been
working with a traffic engineer to get a traffic analysis completed, but a draft of that analysis will not
be ready for review until early February. City staff feels that a traffic study and time to review the
traffic study is needed prior to approval of the requested item, which is why staff is recommending
continuation of this item until the February 26, 2024, Planning Commission meeting.
Access & Parking
The site is shown to be accessed by a road off of Kaylemore Trail and Ardroe Ave. Ardroe Ave extends
south from Bonaire Path West and leads into the newly developed Ardan Place subdivision. Off of
Ardroe Ave is Kaylemore Trail, which also extends into the Ardan Place subdivision, but the access road
to the proposed elementary site will extend off of that road to the east. The main access road enters
the site on the western site and extends east, looping south of the proposed ballfield and then goes
north to access the two parking lot areas. The eastern parking lot area is shown as the main lot with
the access road shown to loop around this main lot. The parking area that is southwest of the main
building is shown to be the secondary lot and bus lot with additional accesses to the main building.
There are 153 parking stalls proposed for the eastern main lot parking area. For the secondary
parking/bus lot area there are 15 proposed bus stalls and 106 parking stalls. Some of the parking stalls
Page 116 of 221
in the secondary lot will be unusable during times when buses are parked there, but during non-school
times the additional parking will be beneficial with the additional recreational amenities on site. The
City’s parking requirements are the same for the various types of public schools: one parking stall for
each classroom and one per 20 students. There are a total of 259 parking stalls that are proposed for
the site. The plans submitted by the applicant did not include a complete count of classroom space or
the number of students proposed for the school, but staff does believe the proposed number of
parking stalls is adequate for the site. Staff will work with the applicant to verify the proposed number
of classrooms and students to make sure the proposed number of parking stalls is sufficient for the
site.
Parks and Trails
The proposed elementary school site has shown a network of sidewalks and trails providing access to
the site from neighboring communities and internally. Shown are trails off of Ardroe Ave to the site
which will provide access to the playground area, hard court area, softball field and main building.
There are also trails shown along the entirety of the site along Bonaire Path West and a trail off of that
that leads to the main building. There are sidewalks connecting to the different entrances to the main
building which will help with safety to and from the different parking lots on site.
The City of Rosemount Parks and Recreation department reviewed the submitted development plans
and have provided review comments in the attached memorandum. The Parks and Rec department are
recommending that park dedication not be collected due to the public recreation spaces being created
on site, which consist of a large playground, hard court space, a ballfield, and greenspaces.
Landscaping
A landscaping plan was provided by the applicant that contains a total of 156 trees throughout the site.
There are 116 deciduous trees and 40 conifer trees proposed throughout the site. The trees are shown
to be spread out along the right of way areas of Ardroe Ave, Bonaire Path West and Akron Ave. They
also have trees shown along the access road to the site and some along the stormwater ponding to the
south of the site. Currently, on the site there is a 3-acre area of existing trees on the western portion of
the site, as well as existing trees along the railroad tracks that runs along the southern boundary of the
site. A portion of the 3-acre area of existing trees will need to be removed for the access road into the
site, but the other existing trees will remain. A mixture of different sods and seeds will be planted
around the site. There will be sod planted around the main building, the main parking area, and around
the playground/hard court area. The proposed ballfield will contain an athletic seed mix with area
around the ballfield and playground areas as a general seed mix.
The city’s tree removal and replacement requirements will apply to this site. The applicant is proposing
to eliminate a total of 2116 caliper inches. The city code states that 25% of existing caliper inches of
trees can be removed during development without obligation of replacement, but removal beyond
25% will require replacement. The applicant is proposing to provide 389 caliper inches of replacement
trees on site, which is being provided with the proposed 156 trees. This is a shortfall of 389 caliper
inches of replacement. Staff finds that a fee-in-lieu is appropriate, and a condition of approval will be
included to collect $54,250 in lieu of replacement (389 inches/2.5 inches per tree = 155 trees
multiplied by $350 per tree according to the City’s fee schedule).
Page 117 of 221
Also required by the landscaping ordinance is one foundation planting for every 10 linear feet of
building exterior. The proposed building has 1,596 linear feet of perimeter, which requires a total of
160 foundation plantings. The landscape plan includes 160 total foundation plantings located around
the main entrance of the principal building and around the main parking area.
Signs
No signs are shown on the applicant’s plans. Generally, signs are reviewed and approved
administratively through the sign permitting process. Staff has included a condition reiterating that a
sign permit must be submitted for any site signage.
Site Lighting
The applicant has submitted an overall lighting and photometric plan as part of the request, and the
plans demonstrate compliance with the City’s light intensity standards. Specifically, the light fixtures to
be used are shielded and will direct light towards the ground and not towards residential property. The
maximum level of lighting allowed by the code is 0.5 lumen at adjacent residential property lines and
1.0 lumen at non-residential property lines. The plan overall adheres to the lumen requirements, but
staff will need to verify with the applicant that the level of lighting does not exceed over 0.5 lumen
across Bonaire Path to the residential development to the north and does not exceed 0.5 lumen near
the trail area off of Kaylemore Trail. The plans do not show the height of the poles on which the lights
will be mounted, but the zoning ordinance maximum is 30-feet except for if it is within 100-feet of a
residential use, then the maximum height is 20-feet. This standard will be called out as a condition of
approval.
Engineering
Detailed grading, erosion control, and storm water management plans have been submitted with the
applications and these plans, along with the proposed connections to existing City utilities within and
adjacent to the project site, have been reviewed by the City Engineer. The engineer’s comments and
recommendations are included in a January 15, 2024, memorandum (attached), and include specific
recommendations concerning planned utility connections and the submitted geometric/finishing plans.
A stormwater management review memorandum was also completed and is attached as well.
Comments in that memo include specific recommendations concerning grading, drainage, and erosion
control and comments on the submitted stormwater management plan specifically regarding the
general storm sewer design.
Conditional Use Permit Review
A conditional use permit (CUP) is required for elementary and middle or special needs schools within
the R1-Low Density Residential zoning district. The City may approve a CUP upon finding that the use at
the proposed location:
1. Will not be detrimental to or endanger the public health, safety, or general welfare of the
neighborhood or the city.
2. Will be harmonious with the objectives of the comprehensive plan and city code provisions.
3. Will be designed, constructed, operated and maintained so as to be compatible or similar in an
architectural and landscape appearance with the existing or intended character of the general
vicinity and will not change the essential character of that area, nor substantially diminish or
impair property values within the neighborhood.
Page 118 of 221
4. Will be served adequately by existing (or those proposed in the project) essential public
facilities and services, including streets, police and fire protection, drainage, structures, refuse
disposal, water and sewer systems and schools.
5. Will not involve uses, activities, processes, material equipment and conditions of operation that
will be hazardous or detrimental to any persons, property, or the general welfare because of
excessive production of traffic, noise, smoke, fumes, glare or odors.
6. Will have vehicular ingress and egress to the property which does not create traffic congestion
or interfere with traffic on surrounding public streets.
7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of
major importance and will comply with all local, state, and federal environmental quality
standards.
8. These standards apply in addition to specific conditions as may be applied throughout this
code.
Based on the staff review and analysis for the above site and building design analysis, staff has
determined that the proposed elementary school meets each of these required findings.
RECOMMENDATION
Staff is recommending that the Planning Commission continue the requested rezoning, minor
subdivision, site plan and building design review and conditional use permit for a new elementary
school to the February 26, 2024, Planning Commission meeting so that a traffic study can be provided
to the city for review.
Page 119 of 221
Page 120 of 221
N
Page 121 of 221
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HakansonAnderson
Page 123 of 221
HakansonAnderson
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Page 124 of 221
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DateRegistration Number
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Date:
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I hereby certify that this plan, specification or report was prepared by
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under the laws of the State of
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Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
Page 125 of 221
OU
T
L
O
T
C
OU
T
L
O
T
E
E1/2 of the SW1/4 E1/2 of the SW1/4
PROJECT MATCH LINE
PROJECT MATCH LINE
REMOVE ASPHALT
REMOVE CURB & GUTTER
REMOVE ASPHALT
REMOVE CURB & GUTTER
REMOVE PEDESTRIAN RAMP
REMOVE PEDESTRIAN RAMP
/
/
/
/////////////////
/
/
/
/
/
/
/
/
/
////////////
/////////////////////////////////////
/////////////////////
/
/
/
/
/
/
REMOVE TREES/SHRUBS
PROTECT WALK
PROTECT WALK
PROTECT WALK PROTECT WALK
C1.11
DEMOLITION PLAN
NORTH
R
FEETSCALE
0
HORZ.
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
/////////////////////////////////
XXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
R1
P1
CONCRETE CURB AND GUTTER REMOVALS
UNDERGROUND UTILITY REMOVALS
CONCRETE PAVEMENT REMOVALS
ASPHALT PAVEMENT REMOVALS
ASPHALT PAVEMENT RECLAIM
GRAVEL SURFACE REMOVALS
AGLIME REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
SAWCUT
TREE REMOVAL
MASS TREE AND SHRUB REMOVALS
REMOVALS KEY NOTE
PROTECTION KEY NOTE
PROPERTY LINE
LEGEND
1.REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
2.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS,
OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.
3.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT
IS DAMAGED BY THE WORK, TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE
ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE
CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE
CHARACTERISTICS.
5.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY
CONSTRUCTION OPERATIONS.
NOTES
Page 126 of 221
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OU
T
L
O
T
E
OU
T
L
O
T
D
OUTLOT D
4
3
2
1
PREST
W
I
C
K
P
L
A
C
E
1
3
T
H
A
D
D
I
T
I
O
N
1
2
3
PREST
W
I
C
K
PLACE
1
6
T
H
ADDIT
I
O
N
5
4
3
2
1
PREST
W
I
C
K
P
L
A
C
E
1
9
T
H
A
D
D
I
T
I
O
N
13
12
11
10
PREST
W
I
C
K
P
L
A
C
E
2
0
T
H
A
D
D
I
T
I
O
N
AR
D
A
N
P
L
A
C
E
E1/2 of the SW1/4
E1/2 of the SW1/4
PROJECT MATCH LINE
PROJECT MATCH LINE
REMOVE TREES/SHRUBS
///////////////////////
REMOVE TREES/SHRUBS
C1.12
DEMOLITION PLAN
SOUTH
R
FEETSCALE
0
HORZ.
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
/////////////////////////////////
XXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
R1
P1
CONCRETE CURB AND GUTTER REMOVALS
UNDERGROUND UTILITY REMOVALS
CONCRETE PAVEMENT REMOVALS
ASPHALT PAVEMENT REMOVALS
ASPHALT PAVEMENT RECLAIM
GRAVEL SURFACE REMOVALS
AGLIME REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
SAWCUT
TREE REMOVAL
MASS TREE AND SHRUB REMOVALS
REMOVALS KEY NOTE
PROTECTION KEY NOTE
PROPERTY LINE
LEGEND
1.REFER TO SHEET C1.11, DEMOLITION PLAN NORTH, FOR NOTES.
NOTES
Page 127 of 221
D
R
O
P
O
F
F
BYPASS DROP
OFF
DROPOFF
DROP OFF
DROP
OFF
D
R
O
P
O
F
F
DROP OFF
BYPASS
B
Y
P
A
S
S
BYPASS
B
Y
P
A
S
S
BYPASS
BYPASS
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
8.0
0
'
8.0
0
'
9
.
0
0
'
(
T
Y
P
)
6
.
0
0
'
3
6
.
0
0
'
9.0
0
'
15.0
0
'
9.
0
0
'
8.
0
0
'
8.
0
0
'
10
.
0
0
'
10
.
0
0
'
6.0
0
'
6.00'
8.00'
42.00'
15
.
0
0
'
20
.
0
0
'
20.00' (T
Y
P
)
36.0
0
'
R64.
5
0
'20
.
0
0
'
12
8
.
0
0
'
3
0
.
0
0
'
R4
4
.
0
0
'
R8
4
.
0
0
'
R8
4
.
0
0
'
24.00'
5.
0
0
'
5.0
0
'
5.
0
0
'
R20
.
0
0
'
R1
5
0
.
0
0
'
36.
0
0
'
C1.21
GEOMETRIC PLAN
NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
PI
PT
PCC
BASELINE FOR DIMENSIONS
POINT OF INTERSECTION
POINT OF CURVATURE
POINT OF TANGENCY
POINT OF COMPOUND CURVATURE
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
PC
LEGEND
1.REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR
PROPERTY LINE UNLESS OTHERWISE NOTED.
3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT.
NOTES
Page 128 of 221
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ONLY
BUS
ON
L
Y
BU
S
ON
L
Y
BU
S
ONLY
BUS
ONLY
BUS
DROP
OFF
D
R
O
P
O
F
F
BYPASS
B
Y
P
A
S
S
PROJECT MATCH LINE
PROJECT MATCH LINE
1
2
3
6
.
0
0
'
3
6
.
0
0
'
4
2
.
0
0
'
9.0
0
'
42.00'
20
.
0
0
'
36.0
0
'
3
0
.
0
0
'
4
2
.
5
0
'
R1
6
0
.
0
0
'
R2
0
0
.
0
0
'
39.00'
R20
.
0
0
'
R40.
0
0
'
R1
5
0
.
0
0
'
36.
0
0
'
C1.22
GEOMETRIC PLAN
SOUTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
PI
PT
PCC
BASELINE FOR DIMENSIONS
POINT OF INTERSECTION
POINT OF CURVATURE
POINT OF TANGENCY
POINT OF COMPOUND CURVATURE
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
PC
LEGEND
1.REFER TO SHEET C1.21, GEOMETRIC PLAN NORTH, FOR NOTES.
NOTES
Page 129 of 221
D
R
O
P
O
F
F
BYPASS DROP
OFF
DROPOFF
DROP OFF
DROP
OFF
D
R
O
P
O
F
F
DROP OFF
BYPASS
B
Y
P
A
S
S
BYPASS
B
Y
P
A
S
S
BYPASS
BYPASS
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
10 9
8 7 6
5 4 3
2 1
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
SOFTBALL 1
HARD PLAY
SOFT PLAY
23
52
52
26MAIN LOT
153 STALLS
BUS LOT
15 STALLS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
4" YELLOW PAINT STRIPE
5.
0
0
'
P
a
r
k
i
n
g
S
e
t
b
a
c
k
fr
o
m
E
a
s
e
m
e
n
t
30
.
0
0
'
S
t
r
u
c
t
u
r
e
S
e
t
b
a
c
k
fr
o
m
E
a
s
e
m
e
n
t
30.00' Structure Setback
from Easement
5.00' Parking Setback
from Easement
C1.23
FINISHING PLAN
NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
4'
CLF
X
X
A
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED LIGHT DUTY ASPHALT PAVEMENT
PROPOSED MEDIUM DUTY ASPHALT PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED SOFT PLAY AREA
PROPOSED RETAINING WALL
PROPOSED CHAIN LINK FENCING
PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FENCING KEY NOTE
PROPOSED TRAFFIC SIGN
SIGNAGE KEY NOTE
PROPOSED BOLLARD
PROPOSED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE
AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT
DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED
WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM,
AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT
BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED,
TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF,
RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION
OF THE ENGINEER OR LANDSCAPE ARCHITECT.
NOTES
Page 130 of 221
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ONLY
BUS
ON
L
Y
BU
S
ON
L
Y
BU
S
ONLY
BUS
ONLY
BUS
DROP
OFF
D
R
O
P
O
F
F
BYPASS
B
Y
P
A
S
S
PROJECT MATCH LINE
PROJECT MATCH LINE
STORMWATER POND
INFILTRATION BASIN
1
2
3
C1.24
FINISHING PLAN
SOUTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
4'
CLF
X
X
A
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED LIGHT DUTY ASPHALT PAVEMENT
PROPOSED MEDIUM DUTY ASPHALT PAVEMENT
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED SOFT PLAY AREA
PROPOSED RETAINING WALL
PROPOSED CHAIN LINK FENCING
PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FENCING KEY NOTE
PROPOSED TRAFFIC SIGN
SIGNAGE KEY NOTE
PROPOSED BOLLARD
PROPOSED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C1.23, FINISHING PLAN NORTH, FOR NOTES.
NOTES
Page 131 of 221
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
3.9
6
%
>
>
>
>
>
>
>
>
D
>
>
D
>>
>>
>>
D
>>
>>
>>
D
>>
>>
>>
>>
D
>>
>>
>>
>>
>>
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>>
>>
>
>
>>
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>
>
>
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>
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>>
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>
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%
>>
>>
IP SF
SF
SF
SF
S
F
S
F
S
F
S
F
SF
SFSFSF
SF
955
960
956
957
958
959
961
95
5
960
95
6
95
7
958
959
9
5
5
9
5
3
9
5
4
9
5
6
96
5
96396
496
696
7968
96
9
96
0
96
1
96
2
962
960
965
958
959
961
962
963
964
951
952
95
3
9
5
5
95
2
9
5
3
9
5
4
9
5
6
9
5
7
958
955
960
953
954
956
957
958
959
961
962
9
7
0
955
9
6
0
954954
956
957
9
5
8
9
5
9
9
6
1
96
2
9
5
0
955
94
9
9
5
1
95
2
953
954
956
957
95
8
9
5
9
9
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C1.31
EROSION CONTROL
PLAN NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
IP
X
X
955
54.6
955
D
SD
>>>>
SF SF
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
INLET PROTECTION DEVICE AT STORM SEWER INLET
PROPOSED SILT FENCE
PROPOSED ROCK CONSTRUCTION ENTRANCE
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET C1.34, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY
BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
4.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
5.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.
6.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION,
CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED
RESTORATION.
7.INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT
FROM THE FOLLOWING LIST OF APPROVED PRODUCTS:
a.ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO
b.ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCO
c.INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.
d.INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.
e.INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.
f.DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC.
g.DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC.
h.OR APPROVED EQUAL.
8.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO
NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED
AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY
WITH THE MN CONSTRUCTION STORMWATER PERMIT.
NOTES
Page 132 of 221
PROJECT MATCH LINE
PROJECT MATCH LINE
STORMWATER POND
INFILTRATION BASIN
X
X
X
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X
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0
IP
IP
TEMPORARY SEDIMENT BASIN
C1.32
EROSION CONTROL
PLAN SOUTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
IP
X
X
955
54.6
955
D
SD
>>>>
SF SF
[][]
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
INLET PROTECTION DEVICE AT STORM SEWER INLET
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
PROPOSED EROSION CONTROL BLANKET
PROPOSED TEMPORARY DIVERSION BERM
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C1.31, EROSION CONTROL PLAN NORTH, FOR NOTES.
NOTES
Page 133 of 221
STORMWATER
POLLUTION PREVENTION
PLAN (SWPPP)
PERMANENT STORMWATER MANAGEMENT SYSTEM:
Type of storm water management used if more than 1 acre of new impervious surface is created:
PROJECT
LOCATION
1-MILE
BOUNDARY
RECEIVING
WATERS
ISD 196 NEW ES #20 -2024
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
PROJECT LOCATION:
RECEIVING WATERS:
Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the
USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to
construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in
approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated.
DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT:
Construction activities include: Site grading, sanitary sewer and water main extensions, road
construction, storm sewer improvements, building construction, temporary erosion and sediment control,
and permanent stabilization.
Stormwater currently sheet flows to an onsite wetland.
After construction is complete stormwater will be directed into curb and gutter and discharged into
stormwater ponds. Stormwater will ultimately discharge into pond 1618 that connects to the existing
stormwater infrastructure.
This project includes the following stormwater management BMPs ...
IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan
meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction.
1)Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to:
Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion &
Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes.
2)Install perimeter sediment control, inlet protection, and construction exit.
3)Grade site
4)Install utilities
5)Construct building
6)Construct roads and curb and curb & gutter
7)Pave roads
8)Add additional temporary BMPs as necessary during construction based on inspection reports.
9)Ensure final stabilization measures are complete.
10)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner.
11)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is
considered complete.
The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing
training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on
the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training
documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This
information shall be kept up to date until the project NOT is filed.
RESPONSIBLE PARTIES:
The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required
by the National Pollutant Discharge Elimination System (NPDES) Phase II program.
The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application
of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection
and maintenance of the erosion prevention and sediment control BMPs.
A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA.
ADDITIONAL COMPENSATION
Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise
authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and
sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction
Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to
accommodate Contractor phasing.
DOCUMENT RETENTION
Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information
required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit
and for three (3) years following the NOT.
GENERAL STORMWATER DISCHARGE REQUIREMENTS
All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge
have been included in the preparation of this SWPPP. These include but are not limited to:
1.The expected amount, frequency, intensity, and duration of precipitation.
2.The nature of stormwater runoff and run-on at the site
3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion.
4.The range of soil particle sizes expected to be present on the site.
Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater
Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in
digital format upon written request to the Engineer.
FEETSCALE
0 1500 3000
X Wet Sedimentation Basin
X Infiltration/Filtration
Regional Pond
Permanent Stormwater Management Not Required
COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE
Dakota T115N R19W 22 44.7522°-93.9879°
BMP SUMMARY QUANTITY UNIT
ROCK CONSTRUCTION ENTRANCE 1 EACH
INLET PROTECTION DEVICE 42 EACH
SILT FENCE 1340 LF
EROSION CONTROL BLANKET 82000 SF
SEDIMENT CONTROL LOG 840 LF
NAME OF WATER BODY TYPE (ditch, pond,
wetland, lake, etc.)
Special, Prohibited,
Restricted Water 1
Flows to Impaired
Water Within 1-Mile 2
USEPA Approved
Construction Related
TMDL 3
1618 POND NO NO -
3060 POND NO NO -
COMPANY CONTACT PERSON PHONE
OWNER:ISD 196 Mary Kreger 651-423-7723
SWPPP DESIGNER:Bolton & Menk, Inc.Paul Strong 651-247-8789
CONTRACTOR:TBD TBD TBD
CONSTRUCTION SWPPP MANAGER:TBD TBD TBD
PARTY RESPONSIBLE FOR LONG TERM O&M:ISD 196 Mike Schwanke 651-423-7706
Total Project Size (disturbed area) =34.5 ACRES
Existing area of impervious surface =0.0 ACRES
Post construction area of impervious surface =7.9 ACRES
Total new impervious surface area created =7.9 ACRES
Planned Construction Start Date:04/2024
Estimated Construction Completion Date:10/2024
PROJECT AREAS:
PROJECT BOUNDARY
NATIONAL WETLANDS INVENTORY
IMPAIRED, SPECIAL OR PROTECTED WATERSOR
1-MILE BOUNDARY
LEGEND
RECEIVING WATERS
R
1 Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001).
2 Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota.
3 Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota.
PROJECT LOCATION
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023 C1.33
STORMWATER
POLLUTION
PREVENTION PLAN
- PROJECT
INFORMATION
Page 134 of 221
Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO
DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN Rl0000l (Permit) as they apply to this project. All
provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be
familiar with and comply with all conditions of the permit. The full text of the Permit is available at:
https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf
SWPPP AMENDMENTS AND SUBMITTALS
Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management
Practices (BMPs) to correct problems identified or address the following situations.
1.Contact information and training documentation for Construction SWPPP Manager and BMP Installer,
2.There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not
anticipated during the design of the SWPPP including but not limited to:
a.Types and/or Locations of BMPs
b.Material Storage and Spill Response
c.Fueling Plans
d.Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and
e.Project Phasing
3.It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with
construction activity, or
4.The SWPPP is not consistent with the terms and conditions of the permit.
The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal.
The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review,
comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in
any way.
If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the
change order.
In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule
meeting the requirements of MnDOT 1717.
The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and
maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the
final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete.
EROSION PREVENTION PRACTICES
Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices
shall be used at outlets within and along the length of any constructed conveyance channel.
The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the
site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of
connection.
Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during
temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment.
Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or
permanent drainage ditch or swale section with a continuous slope of greater than 2 percent.
Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water
or permanent stormwater treatment system.
The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The
project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule.
SEDIMENT CONTROL PRACTICES
Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall
remain in place until final stabilization.
All BMPs that have been adjusted or removed to accommodate short-term activities shall be re-installed or replaced the earlier of
the end of the work day or before the next precipitation event even if the activity is not complete.
Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved.
The removal shall be documented in the SWPPP as a SWPPP amendment.
Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP
amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet
the minimum requirements of Section 9 of the Permit.
Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil
compaction or topsoil stripping.
The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed
by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and
submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit.
TEMPORARY SEDIMENTATION BASINS
A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined
to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary
sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin
draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special
and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the
permit.
DEWATERING
A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the
Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum
requirements of Section 10 of the Permit.
POLLUTION PREVENTION
Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed
to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are
designed for exposure to stormwater are not required to be covered.
Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste
must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted
area.
Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be
disposed of properly in accordance with Minn. R. CH 7041.
Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is
allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper
facilities for disposal of concrete and other washout wastes.
The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials,
solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill
prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet
or exceed the minimum requirements of Section 12 of the Permit.
INSPECTION & MAINTENANCE
A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP
during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection
that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the
Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP.
All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained
with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those
provided shall be approved by the engineer.
The Contractor may request a change in inspection schedule for the following conditions:
a.Inspections of areas with permanent cover to be reduced to once per month,
b.Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended
until construction resumes,
c.Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until
the earlier of within 24 hours of runoff occurring, or upon resuming construction.
No change in inspection schedule shall occur until authorized by the Engineer.
Inspections must include:
1.All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and
effectiveness.
2.Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition.
3.Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for
sedimentation from erosion or tracked sediment from vehicles.
4.Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that
equipment is not being driven across the infiltration area.
All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of
sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next
business day after discovery, or as soon as field conditions allow.
Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day
after discovery, or as soon as field conditions allow.
Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded
by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved
surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered.
Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon
discovery to the Engineer.
PUBLIC WATER RESTRICTIONS:
For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil
areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during
the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by
an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There
is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as
infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that
written notification is obtained stating that such permit is not required.
FINAL STABILIZATION
Final Stabilization is not complete until all the following requirements have been met:
1.Substantial Completion has been reached and no ground disturbing activities are anticipated.
2.Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its
expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as
impervious surfaces or the base of a sand filter.
3.Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the
system is operating as designed.
4.All sediment has been removed from conveyance systems
5.All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP
to remain to decompose on-site may remain.
6.For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary
erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the
permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.
7.For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction
agricultural use prior to submitting the NOT.
SITE STABILIZATION COMPLETION:
SITE INSPECTION INTERVAL:
SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS:
TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS
Construction Stormwater NPDES MPCA IN PROGRESS
DOLI Permit DOLI NOT STARTED
MDH Permit MDH NOT STARTED
Conditional Use Permit NOT STARTED
Rezoning Permit NOT STARTED
1)Was an environmental review required for this project or any part of a common plan of development
or sale that includes all or any portion of this project?NO
2)Does any portion of the site have the potential to affect threatened or endangered species or their
critical habitat?NO
3)Does any portion of this site discharge to a Calcareous fen.NO
4)Will any portion of the site potentially affect properties listed on the National Register of Historic Places
or a known or discovered archeological site?NO
5)Have any Karst features have been identified in the project vicinity?NO
6)Is compliance with temporary or permanent stormwater management design requirements infeasible
for this project?NO
7)Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to
during fish spawning?NO
A trained person shall routinely inspect the entire construction
site during active construction at an interval of no more than:7 calendar days
SWPPP DESIGNER TRAINING DOCUMENTATION:
Stabilization of exposed soils shall begin immediately and shall be
completed after the construction activity has temporarily or
permanently ceased no later than:
14 calendar days
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
C1.34
STORMWATER
POLLUTION
PREVENTION PLAN
- NARRATIVE
Page 135 of 221
320B
301B
39B2
301B
411B
454C 411A
611C
411B
301B
411B
415B
320C2
411B
611C 250
LEGEND
PROJECT BOUNDARY
SOIL TYPE
NATIONAL WETLANDS INVENTORY
DWSMA, HIGH VULNERABILITY
STEEP SLOPES (>33.3%)
RECEIVING WATERS
SOIL TYPE SUMMARY
Map Unit
Symbol Soil Name Hyd. Soil
Group
250 Kennebec silt loam C
301B Lindstrom silt loam, 1 to 4 percent slopes B
320B Tallula silt loam, 2 to 6 percent slopes B
320C2 Tallula silt loam, 6 to 12 percent slopes, eroded B
39B2 Wadena loam, 2 to 6 percent slopes, eroded B
411A Waukegan silt loam, 0 to 1 percent slopes B
411B Waukegan silt loam, 1 to 6 percent slopes B
415B Kanaranzi loam, 2 to 6 percent slopes B
454C Mahtomedi loamy sand, 8 to 15 percent slopes A
611C Hawick coarse sandy loam, 6 to 12 percent slopes A
LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN
DESCRIPTION SHEET NO.
SITE MAP C1.35
DIRECTION OF FLOW C1.41
FINAL STABILIZATION C1.31
SOILS C1.35
DRAINAGE STRUCTURES C1.52
DRAINAGE TABULATION C1.XX
STORM SEWER PLAN & PROFILE SHEETS C1.52
EROSION & SEDIMENT CONTROL DETAILS C1.71
EROSION CONTROL TABULATION C1.34
TURF ESTABLISHMENT TABULATION L1.61
NARRATIVE & NOTES C1.33-C1.34
FEETSCALE
0 100 200
R
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
C1.35
STORMWATER
POLLUTION
PREVENTION PLAN
- SOIL MAP
Page 136 of 221
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
1.5
%
D
D
D
D
D
D
D
S
S
S
52.4
62.5
52.2
52.9
52.3
56.9
57.2
57.257.2
9
5
5
9
5
5
95
3
9
5
3
9
5
4
9
5
4
9
5
6
950
955
949
951
952
953
954
954
9
5
0
955
960
96
0
96
5
96
5
9
4
8
948
9
4
9
9
5
1
9
5
2
95
3
9
5
4
956
957
958
95
8
959
959
9
6
1
9
6
1
961
962
962
962
963
9
6
3
963
9
6
4
96
4
96
6
96
6
967
96
7
96
8
968
9
6
9
9
6
9
56.7
57.2
57.2
56.7
57.2
57.2
56.7
56.7
56.7
57.2
57.2
56.6
56.7
57.2
57.2
56.5 56.5
56.5
56.5
56.5
57.2
57.2 56.7
56.7 56.7
57.2
57.1
57.5
65.4
68.5
70.2
70.0
70.0 70.0
70.270.5
70.3
70.5
69.9
68.5 68.5
55.9
54.1
54.1
52.8
66.2 TW68.0
61.8 TW
57.2 BW
57.5 BW
60.9 TW
53.0 BW
52.9 BW
58.1 TW
53.4
52.5
53.1
54.0
52.7
53.8
1.8
%
3.
8
%
67.1
1.8
%
68.2
2.6%
3.1%
???
3.5
%
???
???
???
1.5
%
0.7%
???
???
0.6%
49.2
59.7
60.1
60.3
59.6
48.0
48.9
49.6
49.6
49.8
58.4
58.2
64.0
67.1
67.4
68.4
66.5
64.7
62.9
61.3
61.4
62.963.2
63.2
63.0
62.2
62.5
63.8
63.8
63.4
64.3
64.6
65.2
65.3
66.1
66.1
66.6
67.4
67.1
67.2
67.3
67.4
68.5
68.5
68.7
68.4
66.8
66.5
67.9
66.5
66.4
65.8
65.7
65.0
64.9
64.1
64.2
55.4
54.7
55.6
55.7
55.9
56.2
57.0
57.1
57.3
57.3
57.1
56.7
56.1
56.3
56.5
54.6
55.0
55.1
55.1
57.9
54.4
53.4
57.9
56.4
56.9
59.6
54.6
46.0
53.4
95
0
955
960
965
94
7
94
8
94
9
951
952
95
3
954
956
957
958
959
961
962
963
964
9
6
0
9
5
9
9
5
8
9
5
7
9
5
6
957
958
9
5
5
95
7
9
5
8
9
5
9
95
5
960
95
6
95
7
95
8
95
9
9
6
1
9
6
2
9
6
3
961
962
963
96
0
96
1
52.9
53.5
55.4
55.6
61.2
62.4
64.4
67.0
67.7
62.7
60.1
55.1
54.9
56.3
55.7
58.3
53.6
68.9
64.8
9
6
2
9
6
3
9
6
4
9
6
1
965
964
966
967
955
9
6
0
956
957
9
5
8
9
5
9
9
6
1
9
6
2
963
955
960
956
957
958
959
95
5
95
6
950
949
951
952
955
960
953
954
956
957
958
959
1.8%
4.2
%
5.
6
%
UPPER LEVEL:970.5
LOWER LEVEL:957.2 69.756.3
C1.41
GRADING AND
DRAINAGE PLAN
NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
X
X
SB-1 TP X
955
54.6
955
X.XX
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING / TEST PIT LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.
2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT.
3.OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE
CITY.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS.
ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.
5.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.
6.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED.
7.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.
8.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
9.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.
10.REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, SHEET C1.34, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00
SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.
11.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE
SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
12.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
13.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.
14.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.
15.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.
16.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 55.1 OR 55 SHALL BE UNDERSTOOD TO MEAN 955.1 OR 955.
17.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS
OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER
INDICATE PROPOSED FINISH FLOOR ELEVATIONS.
18.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT
OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT
UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER.
19.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE
ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE
APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT
NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE
LOCATIONS ACCORDINGLY, SILT FENCE, ETC.
20.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED.
21.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF
TOPSOIL AND SHALL BE SODDED OR SEEDED. REFER TO LANDSCAPING PLANS FOR SOD AND SEED LOCATIONS. ALL AREAS NOT DESIGNATED FOR SOD OR A
SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
22.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD
AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING
TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE.
23.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT
NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT.
24.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED
WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889.
25.ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE
MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE).
26.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN
ACCORDANCE WITH ASTM D2321.
27.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD
JOINTS.
28.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034,
SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.
29.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD
JOINTS.
30.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:
a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.
b.ACCEPTABLE MANUFACTURERS / PRODUCTS:
i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”
ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”
iii. OR APPROVED EQUAL.
31.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE
OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR).
32.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE
OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR).
33.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNING CONSTRUCTION.
34.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY
SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL
CONTRACTOR.
35.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS,
MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND
FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.
36.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE
LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB
INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND GUTTER.
GENERAL NOTES
Page 137 of 221
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROJECT MATCH LINE
PROJECT MATCH LINE
STORMWATER POND
INFILTRATION BASIN
I
I
I
D
D
D
D
D
D
D
S
S
52.2
52.9
52.3
9
5
5
95
5
9
5
1
9
5
2
9
5
3
9
5
4
9
5
4
9
5
6
95
6
950
949
951
952
953
954
9
5
0
95
0
955
95
5
9
5
5
955
96
0
9
4
8
948
948
94
8
9
4
9
94
9
9
5
1
95
1
9
5
2
95
2
95
3
95
3
9
5
4
95
4
9
5
6
956
956
95
6
95
7
957
958
95
8
959
940
945
950
937
938
939
941
942
943
944946
947
948
949
951
952
52.5
53.1
54.0
52.7
53.8
3.
8
%
49.2
47.5
48.5
53.5
56.0
54.3
56.5
59.7
60.1
60.3
59.6
56.4
54.1
55.8
53.3
48.2
48.5
47.8
48.0
48.9
49.6
49.6
49.8
58.2
53.2
53.2
55.1
53.4
37.0
31.0
50.6
46.0
95
0
955
94
7
94
8
94
9
951
952
95
3
954
956
940
945
950
955
937
938
939
941
942
943
944
946
947
948
949
951
952
953
954
956
957
958
940
945
941
942
943
944
946
947
948
940
945
941 942
942
943
943
944
944
9
6
6
9
6
5
9
6
4
9
6
3
9
6
2
9
6
1
9
6
0
9
5
9
9
5
8
9
5
7
9
5
6
9
5
5
9
6
0
9
5
9
9
5
8
9
5
7
952
953
954
955
9
5
6
9
5
5
95
7
9
5
8
9
5
9
44.5
52.9
53.5
945
950
946
947
948 949
951
952
955
960
953
954
956
957
958
959
STORMWATER POND
NWL:940.0
BTM:931.0
HWL:944.1
BTM:937.0
WQV:938.8
HWL:944.1
1.8%
1.7
%
2
3
.
5
%
2
4
.
7
%
9
.
5
%
2
5
.
7
%
4.2
%
25.1%
22.4
%
4.1%
5.
6
%
9
5
0
948
9
4
9
9
5
1
9
5
2
9
4
1
94
0
94
4
94
4
94
0
9
3
9
9
3
1
44.5
C1.42
GRADING AND
DRAINAGE PLAN
SOUTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
1.REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN NORTH, FOR NOTES.
NOTES
X
X
SB-1 TP X
955
54.6
955
X.XX
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING / TEST PIT LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
Page 138 of 221
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
1
1
1
1
11
1
1
220'
-
6
"
P
V
C
@
2
.
0
8
%
134' - 6
"
P
V
C
@
2
.
0
8
%
20
6
'
-
6
"
P
V
C
@
2
.
0
8
%
I
I I
I
I
I
I
I
I
I
III
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>
>
>
>
>
>
>
>
D
>
>
D
>>
>>
>>
D
>>
>>
>>
D
>>
>>
>>
>>
D
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>>
>>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>>>>>
D
>>
>>
>>
>>
>>
D
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>
>
>>
>>
>
>
>
>
>
>
S
>
>
>
>
>
>
S
>
>
>
>
S
I
SANMH 2
RIM: 948.01
INV (IN): 939.38
INV (OUT): 939.28
48" DIA
SANMH 1
RIM: 949.09
INV (IN): 936.50
INV (OUT): 929.50
48" DIA
SANMH 3
RIM: 954.21
INV (IN): 945.06 6" N
INV (OUT): 943.96 6" SE
48" DIA, Standard
FIRE WATER LINE
DOMESTIC WATER LINE
PROPOSED DROP MANHOLE
CONNECT TO EXISTING SANITARY SEWER STUB
WITH BOOTED CONNECTION
BS
INV. = 949.5 BD
INV. = 953.75
57,465 SF
CONNECT TO EXISTING WM
CONNECT TO EXISTING WM
6" WM
4" WM
8" WM
8" WM
8" WM
6" WM
6" WM
8" WM
8" WM
6" WM
6" WM
C1.51
SANITARY SEWER
AND WATERMAIN
PLAN NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
X
X
955
2
3
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED SURGE BASIN (SB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE
VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER
ONE LENGTH WATERMAIN PIPE ON CROSSING.
CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE
CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
I
>>>>
>>
>>>>>>>>>>
LEGEND
1.REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH
GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889.
3.ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALL
WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE).
4.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER
INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
5.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE
40 PVC WITH SOLVENT WELD JOINTS.
6.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361
OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.
7.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40
PVC WITH SOLVENT WELD JOINTS.
8.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:
a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM
SEWER STRUCTURES.
b.ACCEPTABLE MANUFACTURERS / PRODUCTS:
i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”
ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”
iii. OR APPROVED EQUAL.
9.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,
DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS
MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF
STRUCTURES OR SIMILAR).
10.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF
CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION
DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER
EDGE OF STRUCTURES OR SIMILAR).
11.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES BEFORE BEGINNING
CONSTRUCTION.
12.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL
PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE
CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR.
13.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT
LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY
OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES
(SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.
14.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST
GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER.
STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND
GUTTER
NOTES
1
Page 139 of 221
OU
T
L
O
T
C
OU
T
L
O
T
E
E1/2 of the SW1/4 E1/2 of the SW1/4
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
1
1
1
1
11
1
1
220'
-
6
"
P
V
C
@
2
.
0
8
%
134' - 6
"
P
V
C
@
2
.
0
8
%
20
6
'
-
6
"
P
V
C
@
2
.
0
8
%
I
I I
I
I
I
I
I
I
I
III
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>
>
>
>
>
>
>
>
D
>
>
D
>>
>>
>>
D
>>
>>
>>
D
>>
>>
>>
>>
D
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>>
>>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>>>>>
D
>>
>>
>>
>>
>>
D
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>
>
>>
>>
>
>
>
>
>
>
S
>
>
>
>
>
>
S
>
>
>
>
S
I
1
6
9
'
-
2
4
"
R
C
P
@
0
.
5
0
%
6
0
'
-
2
4
"
R
C
P
@
0
.
5
0
%
13
0
'
-
2
4
"
R
C
P
@
3
.
0
0
%
130
'
-
2
4
"
R
C
P
@
3
.
0
0
%
134' - 24"
R
C
P
@
2
.
5
4
%
111' - 30" R
C
P
@
0
.
5
0
%
16
4
'
-
1
5
"
R
C
P
@
0
.
5
0
%
18
4
'
-
1
5
"
R
C
P
@
0
.
5
0
%
24' - 15" RCP @ 0.50%
5
2
'
-
1
5
"
R
C
P
@
0
.
5
0
%
33' - 15" RCP @ 0.50%
77' - 15
"
R
C
P
@
-
2
.
3
2
%
38' - 15
"
R
C
P
@
0.50%
37
'
-
1
8
"
R
C
P
@
0.
5
0
%
19' - 18" RCP @ 0.50%
20' - 15" RCP @ 0.50%
16' - 15" RCP @ 0.63%
57' - 15" RCP @ 0.50%
24' - 15"
RCP @
0.15%
1
2
4
'
-
1
5
"
R
C
P
@
0
.
1
5
%
203' - 1
8
"
R
C
P
@
2
.
5
8
%
24' - 15"
RCP @
0.50%
126' - 15"
R
C
P
@
0
.
5
0
%
15
9
'
-
1
5
"
R
C
P
@
0
.
5
0
%
69
'
-
1
5
"
R
C
P
@
0
.
5
0
%
6
2
'
-
1
8
"
R
C
P
@
0
.
5
0
%
11
3
'
-
1
8
"
R
C
P
@
0
.
5
0
%
13
9
'
-
1
8
"
R
C
P
@
0
.
5
0
%
12
6
'
-
2
1
"
R
C
P
@
2
.
0
0
%
1
0
3
'
-
2
1
"
R
C
P
@
2
.
0
0
%
90' - 15" RCP @ 5.62%
198' - 18
"
R
C
P
@
2
.
0
4
%
24' - 15" RCP @ -0.50%
7
1
'
-
1
5
"
R
C
P
@
0
.
5
0
%
CB 111
RIM: 968.24
INV (OUT): 964.30 15" E
48" DIA, Standard
CB 110
RIM: 967.72
INV (IN): 963.84 15" S
INV (IN): 964.18 15" W
INV (OUT): 963.84 18" E
48" DIA, Standard
CB 112
RIM: 967.56
INV (IN): 964.03 15" W
INV (OUT): 964.03 15" N
48" DIA, Standard
CB 113
RIM: 968.00
INV (OUT): 964.07 15" E
48" DIA, Standard
CB 118
RIM: 964.00
INV (OUT): 960.00 15" E
48" DIA, Standard
STMH 105
RIM: 963.10
INV (IN): 954.68 24" N
INV (IN): 959.72 15" W
INV (OUT): 953.28 24" S
60" DIA, Standard
CB 109
RIM: 963.09
INV (IN): 959.10 15" S
48" DIA, Standard
CB 108
RIM: 963.01
INV (OUT): 958.98 15" N
INV (OUT): 958.98 15" S
48" DIA, Standard
CB 107
RIM: 962.67
INV (IN): 958.62 15" N
INV (IN): 955.83 15" E
INV (IN): 958.62 18" W
INV (OUT): 955.83 24" S
48" DIA, Standard
CB 106
RIM: 962.21
INV (IN): 954.98 24" N
INV (IN): 957.78 15" E
INV (OUT): 954.98 24" S
48" DIA, Standard
CB 115
RIM: 960.74
INV (IN): 956.26 15" E
INV (OUT): 956.26 15" NW
48" DIA, Standard
CB 116
RIM: 960.70
INV (OUT): 956.38 15" W
48" DIA, Standard
CB 117
RIM: 960.02
INV (OUT): 956.00 15" W
48" DIA, Standard
CB 114
RIM: 960.03
INV (IN): 956.00 15" SE
INV (OUT): 956.00 15" W
48" DIA, Standard
STMH 104
RIM: 958.22
INV (IN): 949.38 24" N
INV (IN): 953.90 15" W
INV (IN): 953.90 15" E
INV (OUT): 949.37 24" SW
60" DIA, Standard
CB 120
RIM: 957.92
INV (OUT): 954.00 15" W
48" DIA, Standard
CB 119
RIM: 957.92
INV (OUT): 954.00 15" E
48" DIA, Standard
STMH 219
RIM: 956.78
INV (OUT): 951.30 15" S
48" DIA, Standard
CB 218
RIM: 957.64
INV (IN): 950.48 15" N
INV (OUT): 950.48 15" S
48" DIA, Standard
CB 212
RIM: 956.03
INV (IN): 952.56 18" N
INV (OUT): 951.89 18" W
48" DIA, Standard
STMH 209
RIM: 956.09
INV (IN): 948.52 15" N
INV (OUT): 948.52 15" S
48" DIA, Standard
CB 210
RIM: 954.75
INV (IN): 949.31 15" E
INV (OUT): 949.31 15" S
48" DIA, Standard
STMH 207
RIM: 954.40
INV (IN): 947.86 18" NW
INV (IN): 947.86 18" E
INV (OUT): 947.86 18" SW
60" DIA, Standard
CB 208
RIM: 953.53
INV (IN): 948.17 15" N
INV (OUT): 948.17 18" SE
48" DIA, Standard
CB 211
RIM: 953.30
INV (OUT): 949.94 15" W
48" DIA, Standard
CB 205
RIM: 952.88
INV (IN): 946.60 18" NW
INV (OUT): 946.60 21" SE
60" DIA, Standard
CB 206
RIM: 952.44
INV (IN): 947.29 18" NE
INV (OUT): 947.29 18" SE
48" DIA, Standard CB 123
RIM: 952.24
INV (OUT): 947.42 15" SE
48" DIA, Standard
STMH 103
RIM: 952.32
INV (IN): 945.47 24" NE
INV (OUT): 945.47 24" W
60" DIA, Standard
CB 204
RIM: 952.22
INV (IN): 944.08 21" NW
INV (OUT): 944.08 21" S
48" DIA, Standard
STMH-102
CB 121
RIM: 947.39
INV (IN): 942.17 18" NW
INV (OUT): 942.17 18" S
48" DIA, Standard
CB 122
RIM: 946.02
INV (IN): 942.36 15" NW
INV (OUT): 942.36 18" SE
48" DIA, Standard
10
2
'
-
1
8
"
R
C
P
@
0
.
9
8
%
C1.52
STORM SEWER
PLAN NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
LEGEND
NOTES
X
X
955
1
2
3
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED SURGE BASIN (SB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE
VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER
ONE LENGTH WATERMAIN PIPE ON CROSSING.
CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE
CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
I
>>>>
>>
>>>>>>>>>>
1.REFER TO SHEET C1.51, SANITARY SEWER AND WATERMAIN PLAN NORTH, FOR NOTES.
Page 140 of 221
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
OU
T
L
O
T
E
OU
T
L
O
T
D
OUTLOT D
4
3
2
1
PREST
W
I
C
K
P
L
A
C
E
1
3
T
H
A
D
D
I
T
I
O
N
1
2
3
PREST
W
I
C
K
PLACE
1
6
T
H
ADDIT
I
O
N
5
4
3
2
1
PREST
W
I
C
K
P
L
A
C
E
1
9
T
H
A
D
D
I
T
I
O
N
13
12
11
10
PREST
W
I
C
K
P
L
A
C
E
2
0
T
H
A
D
D
I
T
I
O
N
AR
D
A
N
P
L
A
C
E
E1/2 of the SW1/4
E1/2 of the SW1/4
PROJECT MATCH LINE
PROJECT MATCH LINE
STORMWATER POND
INFILTRATION BASIN
1
1
NWL:940.0
BTM:931.0
HWL:944.1
BTM:937.0
WQV:938.8
HWL:944.1
220'
-
6
"
P
V
C
@
2
.
0
8
%
134' - 6
"
P
V
C
@
2
.
0
8
%
I
I
I
D
D
>>
>>
>>
D
>>
>>
>>
D
>>>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>
>
D
>>
>>
>>
>>
>>
>>>
>
>>
>>
>>
>>
>
>
>
>
>
>
>>
>>
>
>
>
>
>>
>>
D
D
>>
>>
>>
>>
>>
>>
>>
>>
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>>
>>
>
>
>
>
>
>
S
>
>
>
>
S
SANMH 2
RIM: 948.01
INV (IN): 939.38
INV (OUT): 939.28
48" DIA
RIM: 954.21
INV (IN): 945.06 6" N
INV (OUT): 943.96 6" SE
48" DIA, Standard
130
'
-
2
4
"
R
C
P
@
3
.
0
0
%
134' - 24"
R
C
P
@
2
.
5
4
%
111' - 30" R
C
P
@
0
.
5
0
%
10
9
'
-
3
0
"
R
C
P
@
0
.
4
9
%
18
4
'
-
1
5
"
R
C
P
@
0
.
5
0
%
1
8
3
'
-
1
5
"
R
C
P
@
0
.
5
0
%
76' - 18
"
R
C
P
@
0
.
5
0
%
191'
-
1
8
"
R
C
P
@
0
.
5
0
%
4
2
'
-
1
8
"
R
C
P
@
0
.
5
0
%
248'
-
1
8
"
R
C
P
@
0
.
5
0
%
5
7
'
-
3
0
"
R
C
P
@
0
.
5
0
%
39' -
3
6
"
R
C
P
@
-15.5
6
%
29' -
3
6
"
RCP @
0.35%
39' - 15"
R
C
P
@
0.50%
38' - 15
"
R
C
P
@
0.50%
37
'
-
1
8
"
R
C
P
@
0.
5
0
%
19' - 18" RCP @ 0.50%
17' - 15" RCP @ 1.00%
20' - 15" RCP @ 0.50%
16' - 15" RCP @ 0.63%
13
9
'
-
1
8
"
R
C
P
@
0
.
5
0
%
12
6
'
-
2
1
"
R
C
P
@
2
.
0
0
%
1
0
3
'
-
2
1
"
R
C
P
@
2
.
0
0
%
42' - 24" RCP @ 0.50%
104
'
-
2
4
"
R
C
P
@
0
.
5
0
%
90' - 15" RCP @ 5.62%
49'
-
1
5
"
R
C
P
@
2
.
0
3
%
43' -
1
8
"
R
C
P
@
0.70
%
333' -
1
5
"
R
C
P
@
0
.
4
8
%
13
9
'
-
1
5
"
R
C
P
@
3
.
3
9
%
CB 217
RIM: 958.28
INV (IN): 949.56 15" N
INV (IN): 953.53 15" W
INV (OUT): 949.56 15" S
48" DIA, Standard
CB 120
RIM: 957.92
INV (OUT): 954.00 15" W
48" DIA, Standard
CB 220
RIM: 957.53
INV (OUT): 953.72 15" E
48" DIA, Standard
CB 216
RIM: 954.33
INV (IN): 948.64 15" N
INV (IN): 950.00 15" W
INV (OUT): 946.88 18" E
48" DIA, Standard
CB 221
RIM: 954.08
INV (OUT): 950.20 15" E
48" DIA, Standard CB 214
RIM: 953.50
INV (IN): 945.55 18" W
INV (OUT): 945.55 18" SE
48" DIA, Standard
CB 213
RIM: 953.39
INV (IN): 945.34 18" NW
INV (OUT): 945.34 18" NE
48" DIA, Standard
CB 205
RIM: 952.88
INV (IN): 946.60 18" NW
INV (OUT): 946.60 21" SE
60" DIA, Standard
48" DIA, Standard CB 123
RIM: 952.24
INV (OUT): 947.42 15" SE
48" DIA, Standard
STMH 103
RIM: 952.32
INV (IN): 945.47 24" NE
INV (OUT): 945.47 24" W
60" DIA, Standard
CB 204
RIM: 952.22
INV (IN): 944.08 21" NW
INV (OUT): 944.08 21" S
48" DIA, Standard
CB 215
RIM: 950.60
INV (IN): 946.50 18" W
INV (OUT): 946.50 18" E
48" DIA, Standard
STMH 201
RIM: 949.51
INV (IN): 944.10 18" SW
INV (IN): 941.29 24" NE
INV (OUT): 941.29 30" SE
72" DIA, Standard
STMH 101
RIM: 948.80
INV (IN): 941.53 30" E
INV (OUT): 941.53 30" S
72" DIA, Standard
STMH-102
RIM: 947.86
INV (IN): 942.08 24" E
INV (IN): 942.08 18" N
INV (IN): 943.06 15" S
INV (OUT): 942.08 30" W
60" DIA, Standard
CB 121
RIM: 947.39
INV (IN): 942.17 18" NW
INV (OUT): 942.17 18" S
48" DIA, Standard
CB 124
RIM: 947.23
INV (OUT): 943.23 15" N
48" DIA, Standard
CB 203
RIM: 947.21
INV (IN): 942.02 21" N
INV (OUT): 942.02 24" SE
48" DIA, Standard
CB 202
RIM: 946.90
INV (IN): 941.81 24" NW
INV (OUT): 941.81 24" SW
60" DIA, Standard
CB 122
RIM: 946.02
INV (IN): 942.36 15" NW
INV (OUT): 942.36 18" SE
48" DIA, Standard
OCS
RIM: 943.66
INV (IN): 940.00 36" NE
INV (OUT): 938.90 36" SW
72" DIA, Standard
FES 200
INV: 941.00 30"
FES 100
INV: 941.00 30"
FES 304
INV: 941.00 15"
FE 301
INV: 940.00 18"
FES 302
INV: 939.70 18"
FES 303
INV: 940.00 15"
PIPE
INV: 934.00 36"
FES 300
INV: 938.80 36"
STMH 307
RIM: 953.21
INV (OUT): 947.30 15" NE
48" DIA, Standard
STMH 306
RIM: 959.47
INV (IN): 945.70 15" SW
INV (OUT): 944.70 15" NE
48" DIA, Standard
FES 305
INV: 940.00 15"
C1.53
STORM SEWER
PLAN SOUTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
LEGEND
1.REFER TO SHEET C1.51, SANITARY SEWER AND WATERMAIN PLAN NORTH, FOR NOTES.
NOTES
X
X
955
1
2
3
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED SURGE BASIN (SB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE
VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER
ONE LENGTH WATERMAIN PIPE ON CROSSING.
CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE
CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
I
>>>>
>>
>>>>>>>>>>
Page 141 of 221
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>
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>
>
>
>
S
I
PROJECT MATCH LINE
PROJECT MATCH LINE
PROPOSED BUILDING
AREA BY ALTERNATE
ATHLETIC SEED MIX
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREASGENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
NATIVE SEED MIX
NATIVE SEED MIX
L1.61
LANDSCAPING
PLAN
NORTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
X
X
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1 - GENERAL MIX
PROPOSED SEED MIX #2 - ATHLETIC MIX
PROPOSED NATIVE SEEDING
PROPOSED MULCH BED WITH SHRUBS OR PERENNIALS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR
SEEDING.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL
RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED
MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT
JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL
AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH
EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR
RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT.
7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE.
8.ALL TREES SHALL BE BALLED AND BURLAPPED.
9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED.
10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.
11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'.
NOTES
OVERSTORY
DECIDUOUS TREE 116
CONIFER TREE 40
SHRUB 160
CONCEPT PLANT SCHEDULE
EXISTING SIGNIFICANT TREES:
TOTAL CALIPER INCHES = 5353"
25% OF EXISTING = 1338.25"
ESTIMATED REMOVED TOTAL INCHES = 2116"
REPLACEMENT REQUIREMENTS:
2116" - 1338.15" (25% OF TOTAL) = 778"
IF ALL SIGNIFICANT, NO HERITAGE = 389" TO PROVIDE
TOTAL OF 156 TREES - 2.5" DECIDUOUS OR 6'H CONIFER TREES
PERIMETER OF BUILDING = 1596 LINEAR FEET
160 SHRUBS REQUIRED
TREE & SHRUB STATISTICS
PROVIDE VARIETY OF DECIDUOUS TREES BELOW. NO MORE THAN 8 OF ANY ONE VARIETY OR 40 OF ANY SPECIES. MINIMUM OF 39
CATEGORIZED AS A HARDWOOD. FINAL LOCATIONS DETERMINED BY LANDSCAPE ARCHITECT.
PROVIDE VARIETY OF CONIFER TREES BELOW. NO MORE THAN 6 OF ANY ONE VARIETY OR 12 OF ANY SPECIES. FINAL LOCATIONS
DETERMINED BY LANDSCAPE ARCHITECT.
Page 142 of 221
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S
>
>
>
>
S
PROJECT MATCH LINE
PROJECT MATCH LINE
STORMWATER POND
INFILTRATION BASIN
ATHLETIC SEED MIX
NATIVE SEED MIXES
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NATIVE SEED MIXES
NATIVE SEED MIXES
ATHLETIC SEED MIX
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREASGENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
GENERAL SEED MIX
IN ALL OTHER
DISTURBED AREAS
L1.62
LANDSCAPING
PLAN
SOUTH
R
FEETSCALE
0
HORZ.
40 80
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
1.REFER TO SHEET L1.61 LANDSCAPING PLAN NORTH, FOR NOTES.
NOTES
OVERSTORY
DECIDUOUS TREE 116
CONIFER TREE 40
SHRUB 160
CONCEPT PLANT SCHEDULE
X
X
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1 - GENERAL MIX
PROPOSED SEED MIX #2 - ATHLETIC MIX
PROPOSED NATIVE SEEDING
PROPOSED MULCH BED WITH SHRUBS OR PERENNIALS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
TREES REMOVED
Page 143 of 221
C1.71
DETAILS
NOT TO SCALE
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
6"
6"
12"
6"24
5
3B
1
3A
NOTES:
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH
APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED
SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL.
SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS SHALL UNROLL
WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED
TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED
THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING
BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE
PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)
WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"
APART ACROSS ENTIRE BLANKET WIDTH.
6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION.
NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER
THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
6"
DET#
SHT#
EROSION CONTROL BLANKET
NOT TO SCALE
6
D
51
5D
2'
-
0
"
D
5D
PLAN
SECTION A - A
SECTION B - B
12
"
18
"
B
B
A A
DET#
SHT#
RIPRAP AT FLARED END SECTION
NOT TO SCALE
CLASS III RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
CLASS III RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
FABRIC SHALL COVER THE AREA
OF THE RIPRAP AND EXTEND
UNDER THE APRON 3' MIN
12
"
10'
1'
18
"
DET#
SHT#
OVERFLOW SWALE
NOT TO SCALE
4:1 SLOPE (TYP)
GEOTEXTILE FABRIC
CLASS III RIPRAP
4:1 SLOPE (TYP)
PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE
DEPICTED BY PROPOSED GRADES IS MAINTAINED
5.00'
DET#
SHT#
AGLIME AND DRAIN TILE
NOT TO SCALE
TOPSOIL ON PLAYING FIELD
5" DEPTH AGLIME
EXTEND AGLIME DOWN TO DRAIN TILE WHERE
DEPTH TO TOP OF PIPE IS GREATER THAN 5"
6" DRAIN TILE - REFER TO PLAN FOR
LOCATION AND INVERT ELEVATIONS
BURRITO WRAP PEA ROCK IN GEOTEXTILE FABRIC
4" MINIMUM PEA ROCK AROUND DRAIN TILE
5" MIN. TO TOP
OF DRAIN TILE
APPLY SOIL STERILANT TO SUBGRADE PRIOR TO AGLIME PLACEMENT
FLOW
DET#
SHT#
BACKWATER VALVE
NOT TO SCALE
BACKWATER VALVE
SOLVENT WELD BACKWATER
VALVE TO DRAIN TILE
PROVIDE FLEXIBLE JOINT
6" DRAIN TILE
CONNECT DRAIN TILE TO
STRUCTURE AT ELEVATION
SHOWN ON THE DRAWING.
GROUT SECURE TO
STRUCTURE WALL.
MINIMIZE STUB THROUGH
WALL. STUB ONLY AS
REQUIRED TO ALLOW
BACKWATER VALVE TO BE
CONNECTED TO DRAIN TILE.
PROVIDE FLEXIBLE
JOINT AT CONNECTION
REFER TO PLAN FOR
STRUCTURE TYPE
NOTE:
ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3' O.C. WITH PLASTIC ZIP-TIES (OR APPROVED EQUAL).
SEWER
15"
11 1
2"
4"
DET#
SHT#
CLEANOUT ASSEMBLY
NOT TO SCALE
MCDONALD 74M "A"
SERIES CAST IRON METER
PIT FRAME AND COVER
FITTING HUB WITH 4"
THREADED PLUG. APPLY TEFLON
THREAD TAPE, OR APPROVED
EQUAL, OVER THREADS.
FINISH GRADE
LEAVE 24" OF EXCESS WIRE
AT SURFACE
TRACER WIRE
24" DIA. x 8" THICK CONCRETE
SLAB POURED AROUND CASTING
(FLUSH WITH FINISH GRADE)
REFER TO PLAN FOR INVERT ELEVATION
6" DRAIN TILE
10
"
6"
UNSUITABLE SOIL
TOPSOIL
REFER TO
STRUCTURAL
DRAWINGS
3'-0"
1
1
VA
R
I
E
S
NOTES:
1.BOTTOM OF EXCAVATION (INCLUDING ROCK EXCAVATION) MUST BE APPROVED BY THE
GEOTECHNICAL ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL.
2.IN SOME LOCATIONS, FOOTING WILL REST ON ROCK. REFER TO STRUCTURAL DRAWINGS.
3.ROCK EXCAVATION WILL BE REQUIRED IN SOME LOCATIONS.
DET#
SHT#
ENGINEERED FILL
NOT TO SCALE
4" SLAB AND 6" STABILIZED AGGREGATE
BASE - VERIFY WITH ARCHITECTURAL PLANS
FINISH FLOOR
SUBGRADE
FINISH GRADE (TURF)
MINIMUM EXCAVATION
LIMITS
FOOTING
SUITABLE SOIL
ENGINEERED FILL
5'-0"20'-0"
5'
-
0
"
6'
-
0
"
4"
NOTE:
REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASE
DET#
SHT#
SAND SUBBASE / DRAIN TILE AT
DOORS & FROST FOOTED STOOPS
NOT TO SCALE
FINISH GRADE AT
EDGE OF STOOP FINISH GRADE OF PAVEMENT
ADJACENT TO FOOTED STOOP
STOOP FOOTING -
REFER TO STRUCTURAL
DRAWINGS
6" DRAIN TILE (WHERE INDICATED
ON DRAWINGS) - EXTEND TO
STORM SEWER STRUCTURE WHERE
INDICATED ON DRAWINGS
SUBGRADE SOILS
SAND SUBBASE
SHT#
DET#
BUILDING PAD
(ENGINEERED FILL)
1
1
2'-0"
6'
'
DET#
SHT#
BELOW GRADE BUILDING WALLS
NOT TO SCALE
SHT#
DET#
FINISH GRADE (TURF AREAS)FINISH FLOOR
BACKFILL AT
BELOW GRADE
WALLS
FOOTING (REFER TO
STRUCTURAL PLANS)
FINISH FLOOR ELEVATION (FFE):
REFER TO ARCHITECTURAL
PLANS AND VERIFY LOWER
LEVEL FFE AND LOCATIONS
WHERE FFE VARIES
12" TOPSOIL OVER BACKFILL
6" TOPSOIL
INFILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:
1.INFILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BE PLACED
AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE
PROPOSED INFILTRATION AREAS. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTION BEGINS AND SHALL
BE MAINTAINED THROUGH THE DURATION OF THE PROJECT.
2.DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENT MATERIAL
QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION. STABILIZE EXPOSED SOIL AREAS WITHOUT DELAY.
3.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND
AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.
4.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR
PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT AND RAPID
STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATION EVENT. TURF
SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACE STAKES ALONG UPHILL
SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH.
5.DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISK OF
PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER
AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH WOVEN GEOTEXTILE FABRIC OR
IMPERMEABLE SHEETING.
6.FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TO
DIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. DO
NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL. USE TOOTH BUCKET TO SCARIFY (RIP) UNDERLYING SOILS 6" TO 9"
DEEP TO REMOVE COMPACTION. GENTLY MIX THE FIRST LIFT OF ENGINEERED SOILS WITH THE LOOSENED UNDERLYING SOILS
TO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACE MATERIALS. CONSTRUCTION
EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING AND FINAL GRADING WITHIN THE CELL
MUST BE COMPLETED BY HAND.
7.INFILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND
(WELL BLENDED MIXTURE OF 70% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 30% MN/DOT 3890 GRADE 2 LEAF
LITTER COMPOST). THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN SAMPLED AND
TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES COMPOSTING COUNCIL
(USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL SHALL NOT CONTAIN ANY
TOPSOIL OR FILTER AGGREGATE WITH FINES.
8.INSTALL PLANTINGS BY HAND.
9.INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL
WELL ESTABLISHED. INCLUDE ALL WATERING COSTS IN THE BID. CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING
OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR WATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER
TRUCK AS THE FORCE OF THE WATER WILL ADVERSELY AFFECT THE STORMWATER AREA SOILS.
10.REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT IS
REQUIRED, FROM OUTSIDE THE PERIMETER OF THE INFILTRATION AREAS.
DET#
SHT#
INFILTRATION AREA NOTES
NOT TO SCALE
INFILTRATION AREA
LIMITS AS SHOWN ON PLAN
1
1
DET#
SHT#
INFILTRATION AREA SECTION
NOT TO SCALE
NOTE:
SEE x OF xx / [Sheet#] FOR ENGINEERED SOIL MIXTURE
PLACE SEDIMENT CONTROL LOG AT EDGE OF INFILTRATION AREA -
FULL PERIMETER, AND REMOVE ONCE ALL UPSLOPE AREAS ARE
FULLY STABILIZED (PERMANENT STABILIZATION)
LANDSCAPE
EDGING (TYP)
FLAT BOTTOM
STAKE
STAKE
EXCAVATE TO SUBGRADE
ELEVATION WITH A TOOTHED
BUCKET BACKHOE. RIP SOILS 6" TO
9" TO REMOVE COMPACTION
3" DEPTH MIN. SHREDDED
WOOD MULCH (MnDOT TYPE 6)
PLANTS WITH MULCH
ROOT BALL
OR POT
INFILTRATION AREA SOIL
MIXTURE - SEE BELOW
FILL SOIL BETWEEN THE EXISTING SP SANDS
AND BOTTOM OF ENGINEERED SOIL
MIXTURE SHALL MEET THE SPECIFICATION
FOR SAND SUBBASE
GRASS
6" DEPTH
TOPSOIL
NOTES:
1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.
2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY
DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD
PROCTOR DRY DENSITY.
3.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
DE
P
T
H
(
V
A
R
I
E
S
)
6"
M
I
N
.
1/
8
O
.
D
.
(6
"
M
I
N
.
)
O.D. + 2' (MAX)
PI
P
E
D
I
A
.
DET#
SHT#
PIPE BEDDING PVC
NOT TO SCALE
SUBGRADE
PIPE BEDDING
NOTES:
1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.
2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY
DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD
PROCTOR DRY DENSITY.
DE
P
T
H
(
V
A
R
I
E
S
)
1/
8
D
E
P
T
H
(
1
2
"
M
I
N
.
)
1/
6
O
.
D
.
1/
8
O
.
D
.
(
4
"
M
I
N
.
)
O.D. + 2' (MAX)
DET#
SHT#
PIPE BEDDING - RCP & DIP
NOT TO SCALE
SUBGRADE
BACKFILL ABOVE
PIPE BEDDING
PIPE BEDDING
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
Page 144 of 221
C1.72
DETAILS
NOT TO SCALE
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
VARIES
FLOW
FLOW
6
1
CATCH BASINDET#
SHT#
NOT TO SCALE
"RIM ELEVATION"
PRECAST COVER -
8" THICK
STEPS - INSTALL
ON DOWNSTREAM
SIDE @ 16" O.C.
RUBBER GASKET -
TYP AT ALL JOINTS
PRECAST
CONCRETE
SECTION
GROUT SHELF
AND CHANNELSBASES SHALL BE 8"
STANDARD PRECAST
WITH 2" LEAN GROUT,
OR POURED 8" SLAB
REINFORCED WITH 6" x
6" 10/10 MESH
PROVIDE FLEXIBLE
JOINT AT CONNECTION
- REFER TO SPECS
STORM SEWER PIPE- REFER
TO PLAN FOR LOCATION,
INVERT, AND SIZES
MIN. 2 AND MAX. 5
ADJUSTING RINGS. GROUT
BETWEEN RINGS, CASTING,
AND ALONG OUTSIDE.
METAL SEWER CASTING -
REFER TO PLAN FOR TYPE
3"3"
3"
SUBSURFACE DRAINDET#
SHT#
NOT TO SCALE
SHT#
DET#
SHT#
DET#
SHT#
DET#
CURB AND GUTTER
ASPHALT PAVEMENT SECTION
REFER TO DETAIL
6"
3" MINIMUM
UNDER TILE
BURRITO WRAP TRENCH AND PEA
ROCK WITH GEOTEXTILE FABRIC
PEA ROCK AROUND TILE
6" DRAIN TILE - LENGTH OF INDIVIDUAL
FINGER DRAIN SHALL BE 30' MINIMUM
UNLESS NOTED OTHERWISE.
PIPE SIZE
21" & LESS
24" TO 36"
42" TO 54"
60" & GREATER
"U" BOLT DIA.
1/2"
5/8"
3/4"
1"
WIDTH
24"
24"
24"
24"
"U" BOLT REQUIREMENTS
NOTE:
2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH JOINT,
ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OF THE PIPE.
FASTEN FIRST THREE JOINTS AS SHOWN.
RCP FLARED END SECTION (FES)DET#
SHT#
NOT TO SCALE
SHT#
DET#
CONCRETE PIPE TIES ("U" BOLTS)
TRASH GUARD WITH 5
8" DIA.
RODS AT 6" ON CENTER.
FASTEN TO FES WITH 3
HOT DIPPED GALV. CLIPS
RIPRAP - REFER
TO DETAIL
NOTES:
1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT
SLOPE.
2.CONSTRUCT WITH CURBING MACHINE.
3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER
5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.
12"
6"
712"
13
1 2"
6"12"
1
2 AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)
7"
B-612 CURB AND GUTTERDET#
SHT#
NOT TO SCALE
FACE OF CURB
1
2" RADIUS
3" RADIUS
SLOPE 3/4" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF LOT /
DRIVE (TIP OUT). SLOPE 3/4" PER FOOT
TOWARDS CURB FACE ON LOW SIDE OF
LOT / DRIVE (TIP BACK).
1
2" RADIUS
1:3 BATTER
6"
6"
12"
12"
5'-0" TAPER
SLOPE TOP OF CURB DOWN TO GUTTER
SHT#
DET#
B-612 CURB TERMINATORDET#
SHT#
NOT TO SCALE
GUTTER UNIFORM ELEVATION
NOTES:
1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT
SLOPE.
2.CONSTRUCT WITH CURBING MACHINE.
3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER
5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.
12"
4'
'
712"13
1 2"
6"
12"
1
2 AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)
7"
B-412 CURB AND GUTTERDET#
SHT#
NOT TO SCALE
3" RADIUS1
2" RADIUS
SLOPE 3/4" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF LOT /
DRIVE (TIP OUT). SLOPE 3/4" PER
FOOT TOWARDS CURB FACE ON LOW
SIDE OR LOT / DRIVE (TIP BACK).
1
2" RADIUS
FACE OF CURB
1:3 BATTER
10' T
R
A
N
S
I
T
I
O
N
SHT#
DET#
SHT#
DET#
CURB TRANSITION D-412 TO B-612DET#
SHT#
NOT TO SCALE
PROVIDE EXPANSION
JOINT AT ENDS
OF TRANSITION (TYP.)
3"
3"
SOFT PLAY AREADET#
SHT#
NOT TO SCALE
1" RADIUS (TYP) EXCEPT
FOR AREA ABUTTING RAMP
LANDING
PEA ROCK
PREPARED SUBGRADE
6" x 18" CONCRETE CURB
GEOTEXTILE FABRIC
FINISH GRADE OF CURB SHALL
BE 1" ABOVE SOD A FLUSH
WITH PAVEMENT
6" DRAIN TILE
12'' DEPTH WOOD FIBER
SURFACING
FINISH GRADE OF SOFT
PLAY SURFACE
3'' MIN. PEA ROCK
AROUND DRAIN TILE
5
1 2"7"
2'-0"
1'-0"SHT#
DET#
CONCRETE VALLEY GUTTERDET#
SHT#
NOT TO SCALE
CONCRETE VALLEY
GUTTER
MIN. 6" STABILIZED AGGREGATE BASE
TO BE PLACED BY PAVING CONTRACTOR
3'-0"
10
"
10
"
1'
'
T
Y
P
I
C
A
L
3'-0"
CONCRETE SLABDET#
SHT#
NOT TO SCALE
8" CONCRETE SLAB
6" STABILIZED AGGREGATE BASE TO BE
PLACED BY PAVING CONTRACTOR
CURB
THICKENED
SLABPREPARED
SUBGRADE
8" CONCRETE SLAB
6" STABILIZED AGGREGATE BASE
THICKENED
SLAB
PREPARED
SUBGRADE
EXPANSION JOINT
12" LONG - #5
REBAR DOWEL
SPACED 2'-6" TYP.
REQUIRED AT COLD
JOINTS ONLY
EQUAL
15"
4"
3"
2"
PLAN
SECTION
CONCRETE MAINTENANCE STRIPDET#
SHT#
NOT TO SCALE
SHT#
DET#
1
2" RADIUS
(TYPICAL)
FINISH GRADE OF MAINTENANCE STRIP SHALL BE ONE
INCH ABOVE TURFGRASS AND FLUSH WITH PAVEMENT
(2) #4 REBAR
1" DEPTH CONSTRUCTION JOINT
COMPACTED SUBGRADE
1'' DEPTH CONSTRUCTION JOINT AT EACH
POST AND AT MIDPOINT BETWEEN POSTS
POST
(2) #4 REBAR
TOPSOIL 1'' BELOW CONCRETE
1"
NOTE:
PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK, BUILDING, AND STOOP JOINTS.
WALK WIDTH AS
LABELED ON PLAN
12"
MI
N
.
4
"
DE
P
T
H
SHT#
DET#
SHT#
DET#
SHT#
DET#
CONCRETE WALKDET#
SHT#
NOT TO SCALE
ASPHALT PAVEMENT
CONCRETE CURB AND GUTTER
WALK FLUSH WITH TOP OF CURB AND PROVIDE
TOOLED EDGE WITH EXPANSION JOINT
4" CONCRETE WALK
MIN. 4" SAND BASE OR STABILIZED
AGGREGATE BASE THICKENED TO BOTTOM
OF CURB WHERE APPLICABLE
TYPICAL AT ALL
GRASS AREAS
PREPARED SUBGRADE
PROVIDE 2% CROSS SLOPE (MAX.)
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
DET#
SHT#
NOT TO SCALE
Page 145 of 221
C1.73
DETAILS
NOT TO SCALE
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
3/
4
"
-
1
"
22"
8'-0"
48"
10'-5"
7'
4'
FOOTING DETAIL
BASKETBALL GOALDET#
SHT#
NOT TO SCALE
18'' DIAM. x 60''
DEPTH CONCRETE
FOOTING
GROUND ANCHORSLOPE AWAY FROM POLE
FINISH GRADE
UPPER YOKE LOWER YOKE
HEIGHT
ADJUSTMENT
HANDLE
MAST
GROUND ANCHOR
BACKBOARD AND RIM,
WITH RIM AT 10' ABOVE
FINISH GRADE
40'-0" CENTER SECTION
10'-0"
10
'
-
0
"
20'-
0
"
W
I
T
H
O
V
E
R
H
A
N
G
10'-0"
10'-
0
"
4
0
'
-
0
"
1
0
'
-
0
"
10'-0"
SECTION
5'
-
0
"
4'
-
6
"
18
'
-
0
"
12
'
-
0
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
ELEVATION
40' WINGS
PLAN
12'' WHERE
A
P
P
L
I
C
A
B
L
E
40
'
-
0
"
HOODED BACKSTOPDET#
SHT#
NOT TO SCALE
SHT#
DET#
SHT#
DET#
4" NOM. DIAM.
POSTS (TYP)
MAINTENANCE STRIP
4" NOM. DIAM. POSTS (TYP)
15
8" NOM. DIAM. RAILS
TACK WELD HOOD MOUNTING BRACKETS
TO POSTS FOR SECURE ATTACHMENTS
MAINTENANCE STRIPFABRIC ON LOWER 6' OF BACKSTOP
(CENTER SECTION AND WINGS) SHALL
BE #6 GAUGE FABRIC. ALL OTHER
FABRIC SHALL BE #9 GAUGE
16" X 60" FOOTINGS
4'
-
0
"
3'
-
0
"
1'
-
0
"
1'-6"
SHT#
DET#
BOLLARDDET#
SHT#
NOT TO SCALE
5" PIPE CAP
2" WIDE BANDS OF REFLECTORIZED TAPE
10° SLOPE
EXPANSION JOINT (TYP.)
CONCRETE FOOTING
5'' SCH. 40 STEEL PIPE BOLLARD WITH ONE COAT
OF PRIMER AND TWO COATS OF PAINT. COLOR
SHALL BE SHERWIN WILLIAMS "SAFETY YELLOW"
OR EQUAL. VERIFY COLOR WITH ARCHITECT
FILL BOLLARD WITH CONCRETE
2"
66
"
T
O
B
O
T
T
O
M
O
F
S
I
G
N
(M
E
A
S
U
R
E
D
F
R
O
M
P
A
R
K
I
N
G
S
U
R
F
A
C
E
)
12"
18
"
SIGN: WHITE LEGEND AND
BORDER ON BLUE
BACKGROUND FULLY
REFLECTORIZED
NOTE:
SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.
60
"
T
O
B
O
T
T
O
M
O
F
"V
A
N
-
A
C
C
E
S
S
I
B
L
E
"
SI
G
N
W
H
E
N
P
R
E
S
E
N
T
ACCESSIBLE PARKING SIGN AND
POST WITH BREAKAWAY BASE
DET#
SHT#
NOT TO SCALE
POST TOP
METAL SIGN ACCORDING
TO MN STATE STATUTE
169.346 (MNMUTCD R7-8m)
2" X 2" 12 GAUGE SQUARE
POST PER Mn/DOT 3402
PROVIDE "VAN-ACCESSIBLE"
LABELING (MNMUTCD R7-8bP)
- PROVIDE AT ONE STALL
BREAKAWAY SIGN BASE BOLTED TO
CONCRETE SURFACE
2"
7'
-
0
"
-
V
E
R
I
F
Y
WI
T
H
L
O
C
A
L
C
O
D
E
3'
-
0
'
'
TRAFFIC SIGN AND POST
IN GRASS
DET#
SHT#
NOT TO SCALE
POST TOP
REFER TO PLAN
FOR SPECIFIC SIGN
METAL SIGN
31
2" FLANGED CHANNEL SIGN
POST PER Mn/DOT 3401
6'-0''
6'-0"
12'-0"
4'
-
0
"
15
'
-
0
"
19
'
-
0
"
R6'-
0
"
SHT#
DET#
BASKETBALL COURT STRIPINGDET#
SHT#
NOT TO SCALE
2" WIDE WHITE PAINT
STRIPE (TYPICAL)
16" LONG DASHED LINES
WITH 14" GAP BETWEEN
DASHES
END LINE OF COURT
6'-0"6'-0"
12'-0"
3'
-
0
"
2'
-
0
"
8'-0"
FOUR-SQUARE STRIPINGDET#
SHT#
NOT TO SCALE
2" WIDE PAINT
STRIPE (TYP.)
10
98
7
65
4
32
1
14
'
-
0
"
2'-0"
2'
-
0
"
1'-0"
HOP SCOTCH STRIPINGDET#
SHT#
NOT TO SCALE
2" WIDE WHITE
PAINT STRIPE (TYP.)
12'' HIGH PAINTED
NUMBERS TYP
8"
DET#
SHT#
LIGHT DUTY ASPHALT PAVEMENT
NOT TO SCALE
2" ASPHALT WEAR COURSE
6" STABILIZED AGGREGATE BASE
12" MIN. SUBGRADE PREPARATION
13
"
DET#
SHT#
MEDIUM DUTY ASPHALT PAVEMENT
NOT TO SCALE
1.5" ASPHALT WEAR COURSE
TACK COAT
1.5" ASPHALT BINDER COURSE
10" STABILIZED AGGREGATE BASE
12" MIN. SUBGRADE PREPARATION
16
"
DET#
SHT#
HEAVY DUTY ASPHALT PAVEMENT
NOT TO SCALE
2" ASPHALT WEAR COURSE
TACK COAT
2" ASPHALT BINDER COURSE
12" STABILIZED AGGREGATE BASE
12" MIN. SUBGRADE PREPARATION
2
3'-8"
2
3'-8"
A
4'
-
0
"
MIN
.
4'
-
0
"
MIN
4'
-
0
"
M
I
N
4'-0" UNLESS
OTHERWISE NOTED
ON PLAN
5'-8"5'-8"
2'
-
0
"
4
3
6'
-
0
"
(6
"
C
U
R
B
4'
-
0
"
(4
"
C
U
R
B
)
C
O
N
C
R
E
T
E
W
A
L
K
A
6'-3" (6" CURB)
4'-2" (4" CURB)
4'-0" UNLESS
OTHERWISE NOTED
ON PLAN
6'-3" (6" CURB)
4'-2" (4" CURB)
1
6'-0" (6" CURB)
4'-0" (4" CURB)4'-0"
7
8" - 1 7
16"
1 5"50%-60% OF BASE
DIAMETER
5 8"
M
I
N
.
2'
-
0
"
5
8" MIN.
15
16" (TYP.)
15
8" - 23
8"
158"
-
2
3 8"
15 16
"
(
T
Y
P
.
)
6'-3"
(6" CURB & 0.08 FT./FT. SLOPE)
4'-2"
(4" CURB & 0.08 FT./FT. SLOPE)
4'-0"
6'-3"
(6" CURB & 0.08 FT./FT. SLOPE)
4'-2"
(4" CURB & 0.08 FT./FT. SLOPE)
0.
0
6
PEDESTRIAN CURB RAMPDET#
SHT#
NOT TO SCALE
NOTES:
1.1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
2.PROVIDE A PATH OF TRAVEL 4'-0'' WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X
4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP.
3.6'' TO 8'' IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/TRUNCATED DOME AREA
FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB.
4.ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'-0'' MIN. IN DIRECTION OF TRAVEL AND
SHALL EXTEND THE FULL WIDTH (4'-0'' TYP.) OF THE CURB RAMP. THIS 2'-0'' BY 4'-0'' WIDTH (TYP.)
TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE.
THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW)
WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL
BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) WHEN THE ADJACENT
SIDEWALK IS A "WHITE" OR LIGHT GREY CEMENT COLOR.
SECTION VIEW
PLAN VIEW
DOME SPACING
DOME SECTION
ELEVATION VIEW
SHT#
DET#
DISTURBED MINIMUM
OUTER LIMITS OF
CONCRETE WALK
BACK OF CURB
FRONT FACE
OF CURB
ROUND ALL SLOPED
INTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDE
CURB OR, CURB
AND GUTTER
0.083 FT./FT. OR FLATTER
0.02 FT./FT. MAX
DOME (TYP)
CONCRETE WALK
6'-0''
3"
6''
6''
6'
'
1'
-
6
"
VA
R
I
E
S
SECTION B-B
VA
R
I
E
S
5'-0"
3"
6''
6''
6'
'
1'
-
6
"
SECTION A-A
6"
6"
SHT#
DET#
SHT#
DET#
SOFT PLAY AREA ACCESSIBLE RAMPDET#
SHT#
NOT TO SCALE
12'' DEPTH WOOD
FIBER SURFACING
GEOTEXTILE FABRIC
PEA ROCK
SAND BASE
5" CONCRETE
FINISH GRADE AT SOFT PLAY SURFACE
1
2" RADIUS TYP.
CONCRETE RAMP SLOPED @ 1:20 MAX
CONCRETE CURB
12'' DEPTH WOOD FIBER SURFACING
GEOTEXTILE FABRIC
PEA ROCK
SAND BASE
5" CONCRETE
FINISH GRADE AT PLAY SURFACE
1
2" RADIUS TYP.
CONCRETE RAMP SLOPED @ 1:20 MAX
CONCRETE CURB
EXPANSION JOINTS
EXPANSION JOINTS
SHT#
DET#
SHT#
DET#
6'
'
6''
CONCRETE CURB SHT#
DET#
6''
6'
'
Page 146 of 221
C1.74
DETAILS
NOT TO SCALE
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
7575 GOLDEN VALLEY ROAD, SUITE 200
GOLDEN VALLEY, MINNESOTA 55427
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
DAVID A. REY
XX/XX/XX40180
MINNESOTA
ENGINEER
PUBLIC SCHOOLS
3455 153RD STREET WEST
APPLE VALLEY - EAGAN
NEW ELEMENTARY
ROSEMOUNT, MINNESOTA 55068
SCHOOL #20
ISD #196: ROSEMOUNT -
CITY SUBMITTAL 12/27/2023
1'-0"
MIN
1'-0"
MIN
CONIFEROUS TREEDET#
SHT#
NOT TO SCALE
SET TREE WITH ROOT COLLAR AT
FINISH GRADE. ADJUST TREE AS
REQUIRED SO THAT ROOT COLLAR
STANDS LEVEL TO, OR SLIGHTLY
ABOVE, FINISH GRADE.
WOOD MULCH, MIN. 4'' DEPTH
PLANTING SOIL
TOPSOIL SOIL SAUCER
CUT ROPES AT TOP OF ROOT
BALL. REMOVE TOP 1/3 OF
BURLAP. REMOVE ALL
NON-BIODEGRADABLE MATERIAL.
6'' DEPTH PLANTING SOIL - FORM
PEDESTAL TO PREVENT SETTLING
NOTE: WATER TREE THOROUGHLY AT THE TIME
OF PLANTING. PRUNE TREE TO REMOVE DEAD,
DAMAGED, BROKEN, AND WEAKENED BRANCHES.
1'-0"
MIN
1'-0"
MIN
DECIDUOUS TREEDET#
SHT#
NOT TO SCALE
NOTE: WATER TREE THOROUGHLY AT THE TIME OF
PLANTING. PRUNE TREE TO REMOVE DEAD,
DAMAGED, BROKEN, AND WEAKENED BRANCHES.
SET TREE WITH ROOT COLLAR AT
FINISH GRADE. ADJUST TREE AS
REQUIRED SO THAT ROOT COLLAR
STANDS LEVEL TO, OR SLIGHTLY
ABOVE, FINISHED GRADE
WOOD MULCH, MIN. 4'' DEPTH
PLANTING SOIL
TOPSOIL SOIL SAUCER
CUT ROPES AT TOP OF ROOT
BALL. REMOVE TOP 1/3 OF
BURLAP. REMOVE ALL
NON-BIODEGRADABLE MATERIAL.
PREPARED SUBSOIL TO FORM
PEDESTAL TO PREVENT SETTLING
9"
(MIN.)
9"
(MIN.)
SHRUBDET#
SHT#
NOT TO SCALE
NOTE: WATER SHRUBS THOROUGHLY AT TIME OF
PLANTING. PRUNE SHRUBS TO REMOVE DEAD,
DAMAGED, AND BROKEN BRANCHES.
WOOD MULCH, MIN. 4'' DEPTH
EDGING
ROOT BALL OR POT
PLANTING SOIL
UNDISTURBED SOIL OR
COMPACTED SUBGRADE
SET SHRUB AT FINISH GRADE. ADJUST
SHRUB AS REQUIRED SO THAT ROOT
COLLAR STANDS LEVEL TO, OR
SLIGHTLY ABOVE, FINISH GRADE.
4"
M
I
N
.
WOOD MULCH BEDDET#
SHT#
NOT TO SCALE
FINISH GRADE
6'' MIN TOPSOIL EDGING
FINISH GRADE
WOOD MULCH
SUBGRADE
PLAN
SECTION
PERENNIALS AND CONTAINER
GROWN PLANT STOCK
DET#
SHT#
NOT TO SCALE
EDGING
PLANT ALL PERENNIALS AND
CONTAINER GROWN PLANT STOCK
AT EQUAL TRIANGULAR SPACING
4" DEPTH WOOD MULCH
PLANTING SOIL
1'-0"1'-0"1'-0"1'-0"
BV
IC
V MV
QC
V
GR
JUMBO
RECTANGULAR
VALVE BOX
(22" X 16" X 12")
STANDARD
RECTANGULAR
VALVE BOX
(18" X 12" X 12")
1'- 0"
Typ.
# 1 # 2 # 2 # 3 # 4
EXAMPLE
POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3.
NOTES:
1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE.
2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATER PROOF
PAINT.
3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA.
4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE.
6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE.
7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT.
8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION.
STANDARD
RECTANGULAR
VALVE BOX
(18" X 12" X 12")
CIRCULAR
VALVE BOX
(10" D)
CIRCULAR
VALVE BOX
(6" D)
PAVEMENT, WALL, OR BUILDING.
SERVICE BOX REQUIREMENTSDET#
SHT#
NOT TO SCALE
Wa
t
e
r
t
y
p
e
Co
n
t
r
o
l
l
e
r
De
s
i
g
n
a
t
i
o
n
Bo
x
s
i
z
e
Li
d
C
o
l
o
r
Identification Guide
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
A
A
A
A
A
A
A
A
A
A
A
A
A
MV
FS
HM
BV
BV
GV
ARV
QCV
RCV
MS
GR
SB
FC
# 2
# 2
# 2
# 2
# 1
# 2
# 2
# 3
# 2
# 2
# 4
# 3
# 3
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Master valve
Flow sensor
Hydrometer
Ball valve 3" or less
Ball valve 4" or more
Gate valve
Air release valve
Quick coupler valve
Remote control valve
Moisture sensor
Grounding rod
Splice box
Future connection
BRASS ISOLATION VALVEDET#
SHT#
NOT TO SCALE
18" BELOW
GRADE
FOUR COMMON BRICK
SUPPORTS.
10" DIA. PVC PIPE EXTENSION,
LENGTH AS REQUIRED.
PVC MAIN LINE.
SLIP/THREAD COUPLING.
6" SCHEDULE 80
THREADED NIPPLE.
SET BOX FLUSH TO GRADE AT LAWN.
SET BOX 2" ABOVE GRADE AT SHRUBS.
ISOLATION VALVE AS SPECIFIED.
FINISH GRADE.
10" DIAMETER ROUND SERVICE
BOX, SEE SPECIFICATIONS.
FLOW SENSORDET#
SHT#
NOT TO SCALE
24" MINIMUM
5X
DIAMETER
OF
PIPE
10X
DIAMETER
OF
PIPE
FLOW
FLOW METER AS SPECIFIED
(2 WIRES TO CONTROLLER)
2 X 12 PVC SCH 80 PIPING.
4" PVC MAIN LINE WITH
2" REDUCING BUSHING.
FINISHED GRADE
2 X 6 X 16 CONCRETE WALL CAPS,
TWO PER BOX, ONE EACH SIDE.
WATER PROOF
CONNECTORS.
2 X 24 PVC SCH
80 TOE PIPING.
2" GALVANIZED FLANGE
X 1 PT ADAPTER.
2"X4" FLANGED
REDUCER.
4" FLANGED ELL.
18"X 18"X18" CONCRETE
SUPPORT BLOCK.
PVC SCH 80
2"X8" NIPPLE.
MASTER VALVE
AS SPECIFIED.
SPECIFIED RECTANGULAR
SERVICE BOXES WITH
EXTENTIONS AS NEEDED.
4" FLANGED
ELBOW P.O.C.
TO EXISTING
RP BACKFLOW
IRRIGATION TRENCHINGDET#
SHT#
NOT TO SCALE
12
"
I
N
PL
A
N
T
I
N
G
AR
E
A
24"
MIN.
1'
-
6
"
I
N
P
L
A
N
T
I
N
G
A
R
E
A
6"
NOTES:
1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE.
2. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT
IF REQUIRED.
3. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT.
4.DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN.
PAVEMENT
NON-PRESSURIZED LINE
(LATERAL LINE).
DETECTABLE LOCATOR TAPE.
PRESSURIZED LINE (MAIN LINE).
FINISHED GRADE
DIRECT BURIAL LOW VOLTAGE
CONTROL WIRES.
NOTE: USE TEFLON TAPE ON ALL
THREADED FITTINGS EXCEPT AT
SPRINKLER HEAD.
12
"
M
I
N
I
M
U
M
B
E
L
O
W
G
R
A
D
E
4" TO
CURB OR
WALK
SHRUB SPRAY HIGHPOP ASSEMBLYDET#
SHT#
NOT TO SCALE
DO NOT USE SIDE INLET
HIGH POP HEAD
TRIPLE SWING ASSEMBLY: (1) 8"
SCH 80 THREADDED NIPPLE (3)
MARLEX STREET ELLS INLET SIZE
DIAMETERS
LATERAL LINE
6" ROTARY SPRINKLERDET#
SHT#
NOT TO SCALE
FINISHED GRADE
MODEL PROS-06-PRS30-CV
SWING JOINT
LATERAL TEE OR ELBOW
LATERAL PIPE
6" POP-UP SPRAY SPRINKLERDET#
SHT#
NOT TO SCALE
FINISHED GRADE
POP-UP SPRAY SPRINKLER
PVC SCH 80 NIPPLE
PVC SCH 40 ELL
PVC SCH 40 STREET ELL
PVC SCH 40 STREET ELL
PVC SCH 40 TEE OR ELL
NOTES:
A.ALL WIRE SPLICING SHALL BE MADE WITH APPROVED
CONNECTIONS.
B.MAKE ALL WIRE SPLICES IN VALVE BOXES.
C.LEAVE A MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE
POINTS.
D.MAXIMUM DISTANCE FROM DECODER TO VALVE = 150 FT.
E.MAXIMUM WIRE LENGTH = 10,200 FT.
F.WIRE LENGTHS INCLUDE MASTER VALVE AND #16
2 WIRE
TWO-WIRE PATHS EXAMPLEDET#
SHT#
NOT TO SCALE
WIRE PATH #2
MASTER VALVE
WIRE PATH #1
120 VAC POWER
RAIN SENSOR
CONTROLLER SHOWN
AS REFERENCE ONLY
1
2
3
4
5
6
10
11
13
5
7
3
12
6
3
1
13 4 5 77
2
12
6 9
1
8
13
4
9
7
8
10
11
12
13
2
HUNTER HC FLOW METER HC-150 WITHUNION CONNECTIONS
SCH 80 PVC FEMALE ADAPTER (S X T)
RECTANGULAR VALVE BOX PERSPECIFICATIONS
SCH 80 PVC 45 DEGREE ELBOW (S X S) TO
LOWER MAIN LINE TO PROPER DEPTH (SIZE
FOR LARGER MAIN LINE AS NEEDED)
SCH 80 PVC 45 DEGREE ELBOW (S X S) TOLOWER MAIN LINE TO PROPER DEPTH
2" DIA. (50 mm) MAIN LINE AT INLET &OUTLET
DETAIL LEGEND:
TOP VIEW
SIDE VIEW
FLOW
NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA.
OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA.
INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER
THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT WELD,
THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT.
10 x PIPE DIA.5 x PIPE DIA.
MAIN LINE TO SYSTEM (SEE LEGEND AND PLANSFOR TYPE AND SIZE)
TWO WIRES TO FLOW SENSOR TERMINALS AT
CONTROLLER. MIN. 18 AWG-UF (2.08 mm2)
SHIELDED WIRE WITH DIFFERENT COLOR FROM
CONTROL/COMMON WIRE.
WEATHERPROOF WIRE CONNECTOR
FINISH GRADE
SPECIFIED SOIL COVER (SEE LEGEND)
COMMON BRICK
GRAVEL BASE, 6" (15 cm) DEEP
FLOW METERDET#
SHT#
NOT TO SCALE
TYPICAL DRIPLINE REQUIREMENTSDET#
SHT#
NOT TO SCALE
EMITTER
FLOW
0.6 GPH
0.9 GPH
LATERAL FLOW PER 100 FT (GPM)
EMITTER FLOW RATE
12
18
24
GRID PRECIPITATION RATES (IN/HR)
MAX GPM PSI LOSS
SCHEDULE 40 PVC HEADER SIZE
1/2"
3/4"
1"
1-1/2"
2"
POLY PIPE HEADER SIZE
1/2"
3/4"
1"
1-1/2"
2"
MAXIMUM FLOW PER ZONE
EMITTER FLOW RATE GPH
PSI
10
20
30
40
50
60
MAXIMUM LATERAL LENGTH (FEET)
DOGBONE SHAPED
CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED
POLYGON SHAPED"C" SHAPED
ODD SHAPED
F
A
F
A
A
F
F
A
A
F
F
AF
F
A
F
A
A
CENTER FEED EXAMPLE
F
A
END FEED EXAMPLE
F
0.6 0.9
125 96
249 191
307 236
350 268
125 96
125 96
12"
SPACING
18"
SPACING
24"
SPACING
0.6 0.9 0.6 0.9
218 171
442 340
550 422
627 171
218 171
218 171
175 135
350 171
434 333
495 380
175 135
175 135
1.0 GPM
1.5 GPM
0.67 GPM
1.0 GPM
0.50 GPM
0.75 GPM
12"
SPACING
18"
SPACING
24"
SPACING
EMITTER
SPACING
LATERAL
SPACING 0.6 0.9
0.96
0.69
0.28
1.44
1.03
0.41
12
18
24
4.7 GPM
8.3 GPM
13.5 GPM
33.9 GPM
52.4 GPM
7.7 PSI
5.6 PSI
4.2 PSI
2.9 PSI
1.9 PSI
4.7 GPM
8.3 GPM
13.5 GPM
31.8 GPM
52.4 GPM
8.8 PSI
6.3 PSI
4.8 PSI
2.9 PSI
2.2 PSI
SLOPED CONDITION NOTE:
1.DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER
POSSIBLE.
2.INSTALL AIR RELIEF VALVE AT THE HIGHEST POINT.
3.NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE.
4.INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE.
5.WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON A SEPARATE
VALVE.
MA
X
I
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U
M
L
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T
H
O
F
S
I
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G
L
E
LA
T
E
R
A
L
,
S
E
E
C
H
A
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T
MA
X
I
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U
M
L
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N
G
T
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O
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S
I
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LA
T
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A
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,
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A
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T
WATER SOURCE DRIP VALVE
OR LATERAL FROM VALVE
LANDSCAPE DRIPLINE TUBING
PVC MANIFOLD LINE WITH PVC TEE
FLUSH VALVE
AIR RELIEF VALVE: INSTALL AT
HIGH POINT OF SYSTEM
PVC SCH 40 TEE OR ELL
PVC MANIFOLD LINE
EASY FIT COMPRESSION
ADAPTER
EAST FIT COMPRESSION
COUPLING
LANDSCAPE DRIPLINE
TUBING
FLUSH VALVE OR CAP
AT LOW END AS NOTED
TYPICAL DRIP LINE
WITH EMITTER SPACING
AS NOTED. TIE DOWN
STAKE AT ALL TEES, ELLS,
AND AT 4' O.C. AT CLAY,
3' O.C. AT LOAM, OR 2'
O.C. AT SAND
AIR RELIEF VALVE AT HIGH
POINT AS INDICATED
DRIPLINE SPACING AS
NOTED. EMITTERS OFFSET
FOR TRIANGULAR SPACING
TYPICAL OFFSET 2"
FROM HARDSCAPE.
4" FROM PLANTED
AREA.
TYPICAL OFFSET 2" FROM HARDSCAPE.
4" FROM PLANTED AREA.
DRIP VALVE/FILTER/
REGULATOR.
3
4" PVC LATERAL PIPE
POLYETHYLENE OR PVC
HEADER MANIFOLD, SIZE
AS PER "MAXIMUM FLOW
PER ZONE" CHART
PVC MAINLINE
TYPICAL
COMPRESSION
FITTING
TYPICAL FPT ADAPTER AND
COMPRESSION COUPLER
DRIP FLUSH VALVE IN BOXDET#
SHT#
NOT TO SCALE
2"
4" THICK LAYER OF WASHED
GRAVEL. THE BOX REST UPON
THE ROCK BED. DO NOT EXTEND
GRAVEL INTO BOX.
DRIPLINE OR 1
2"
DRIP TUBING.
3
4" PVC BALL VALVE
WITH SHORT NIPPLE
1
2" DRIP TUBING TO 3/4" FPT ADAPTER.
COIL 24" TO 30" OF DRIP TUBING
IN THE BOX.
10" DIAMETER VALVE BOX.
SET VALVE BOX 2" ABOVE FINISHED
GRADE OF SHRUB AREA.
DRIP AIR RELIEF VALVE IN BOXDET#
SHT#
NOT TO SCALE
1 2"
4" THICK LAYER OF WASHED
GRAVEL. THE BOX REST UPON
THE ROCK BED. DO NOT EXTEND
GRAVEL INTO BOX.
DRIP TUBING COUPLING.
3
4" FPT X 1" DRIP
TUBING ADAPTER.
AIR VALVE AS SPECIFIED.
1" FPTXMPT ELL.
DRIPLINE OR 1/2" DRIP TUBING.
FINISH GRADE
6" DRIP BOX
12
"
B
E
L
O
W
G
R
A
D
E
.
1" DRIP VALVE WITH BASKET FILTERDET#
SHT#
NOT TO SCALE
3"
M
I
N
.
20"X14" JUMBO PLASTIC
VALVE BOX.
PVC TRUE UNION BALL VALVE.
2" ABOVE GRADE
AT SHRUBS.
SET BOX FLUSH AT
TURF.
CONTROLLER WIRE WITH 30 INCH LINEAR
LENGTH OF COIL, WITH PLASTIC I.D. TAG
AND WATERPROOF CONNECTORS.
RCV AS SPECIFIED.
BASKET FILTER AS SPECIFIED.
PRESSURE REGULATOR AS SPECIFIED.
PVC UNION W/ SHORT NIPPLES.
SCH.80 RISER.
SXT TEE W/ 2" NIPPLE AT
MAINLINE.
1
2" WIRE CLOTH GOPHER
SCREEN, WRAP UP SIDES.
TWO 6X2X16 CONCRETE BLOCK CAPS, ONE
ON EACH SIDE OF THE BOX.
45° DOWN AS REQ. TO
LATERAL PIPE DEPTH.
OUTLET PIPE SAME SIZE AS VALVE, 24"
MIN. LENGTH TO FIRST FITTING.
Page 147 of 221
IS
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Designer
Date
12/26/2023
Scale
Not to Scale
Drawing No.
Summary
1 of 1
Schedule
Symbol Label Image QTY Manufacturer Catalog Description
Number
Lamps
Lamp
Output LLF Input
Power Polar Plot
AA2
19 Lithonia Lighting DSX2 LED P1 40K 80CRI
T1S HS EGS-F
D-Series Size 2 Area Luminaire P1
Performance Package 4000K CCT 80 CRI
Type 1 Short Houseside Shield Forward
External Glare Shield
1 13515 0.9 134.5
AA4
14 Lithonia Lighting DSX2 LED P4 40K 80CRI
T4M EGS
D-Series Size 2 Area Luminaire P4
Performance Package 4000K CCT 80 CRI
Type 4 Medium External Glare Shield
1 27094 0.9 272.6516
BB2
13 Lithonia Lighting DSX0 LED P1 40K 70CRI
T1S EGS-F
D-Series Size 0 Area Luminaire P1
Performance Package 4000K CCT 70 CRI
Type 1 Short Forward External Glare Shield
1 3818 0.9 33.21
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #7 1.9 fc 8.9 fc 0.0 fc N/A N/A
Calc Zone #8 1.0 fc 7.1 fc 0.0 fc N/A N/A
Calc Zone #10 0.7 fc 6.4 fc 0.0 fc N/A N/A
Calc Zone #6 1.4 fc 4.3 fc 0.1 fc 43.0:1 14.0:1
0.2
0.5
1.3
0.6
1.2
1.9
2.5
0.6
0.3
0.3
1.1
2.0
3.3
3.6
2.0
1.0
0.3
0.5
1.6
2.1
2.6
2.6
1.9
1.1
0.3
1.0
2.2
2.0
1.8
1.8
1.9
1.4
0.4
3.5
3.2
2.1
1.4
1.7
2.2
2.1
0.5
0.6
2.8
3.0
1.8
1.3
1.7
3.1
3.8
0.9
0.3
1.6
1.9
1.6
1.3
1.8
2.8
3.1
0.7
1.0
1.5
1.5
1.5
1.7
1.8
1.1
0.3
0.2
1.2
1.6
1.6
1.7
1.6
1.3
0.3
0.2
0.6
2.1
2.0
1.6
1.6
1.8
1.6
0.2
0.3
2.5
3.9
2.5
1.4
1.5
2.3
2.4
0.6
0.3
0.9
2.7
2.1
1.3
1.5
2.9
4.1
1.8
0.5
1.5
1.4
1.2
1.4
2.1
2.2
0.6
0.4
1.0
1.3
1.1
1.2
1.3
1.0
0.2
0.9
1.5
2.0
1.2
0.8
0.3
0.8
1.6
2.6
1.5
0.2
0.6
1.2
2.5
3.2
1.4
0.2
0.7
1.4
1.8
1.3
0.4
0.7
1.0
0.7
0.4
0.5
0.3
0.2
0.1
0.1
0.1 0.1
0.1
4.3
0.3
0.5
0.2
0.2
0.1
0.2
1.0
2.1
5.1
2.1
0.3
0.1
0.1
0.3
1.2
3.4
1.1
1.5
4.0
2.0
0.3
0.1
0.1
0.5
1.6
7.6
4.2
2.0
1.4
1.2
2.0
0.9
0.2
0.1
0.2
0.8
1.5
2.6
3.5
3.9
2.6
2.0
2.0
3.0
2.3
0.5
0.2
0.1
0.3
1.1
4.0
2.4
2.3
2.4
2.6
1.9
2.0
2.6
4.4
1.5
0.3
0.1
0.3
1.4
7.5
5.4
2.8
2.2
1.9
1.6
1.3
1.6
2.6
3.8
3.8
2.8
0.8
0.1
0.1
0.6
1.6
3.1
4.4
3.1
2.0
1.5
1.1
1.0
1.2
1.7
2.5
2.6
2.0
0.8
0.2
0.1
0.3
1.3
2.6
3.4
2.5
1.6
1.2
0.9
1.0
1.1
1.5
2.3
2.9
2.2
1.0
0.4
0.3
1.5
3.2
3.5
3.1
1.7
1.2
1.0
1.2
1.4
1.9
3.3
5.0
3.2
1.5
0.8
0.4
1.0
6.0
5.5
3.5
2.1
1.4
1.3
1.6
1.9
2.1
3.1
5.4
4.1
1.9
1.0
0.5
1.7
6.5
2.6
1.9
1.7
1.9
2.4
2.1
1.8
2.3
2.9
2.6
1.5
0.8
0.6
2.0
1.5
1.5
1.8
3.1
4.5
3.0
1.8
1.8
1.8
1.4
0.8
0.5
0.6
0.8
1.0
1.7
3.0
5.3
3.7
2.0
1.6
1.3
0.9
0.5
0.3
0.5
0.7
1.3
2.2
3.2
2.7
1.6
1.1
0.9
0.6
0.4
2.4
4.8
5.1
2.7
1.5
0.9
0.6
0.5
1.5
1.1
0.9
0.7
0.5
0.5
0.5
0.0
0.0
8.9
0.1
0.1
0.1
0.6
0.3
0.1
0.1
0.5
2.9
1.6
0.3
0.1
3.0
3.0
0.4
0.1
0.1
0.7
2.1
0.5
0.3
0.5
1.3
0.9
0.6
0.2
1.9
6.9
1.4
0.4
0.3
1.1
2.7
0.7
0.2
0.3
0.9
1.5
0.9
0.5
0.1
0.2
1.4
6.6
0.9
0.2
0.4
3.6
0.9
0.2
0.1
0.8
1.0
0.2
0.4
1.3
0.4
0.1
1.0
2.4
0.2
0.2
2.4
2.1
0.1
0.1
1.5
1.7
0.1
0.7
1.1
0.2
0.4
1.4
0.5
0.1
2.2
1.8
0.2
0.1
0.7
7.0
0.8
0.1
0.2
1.4
1.7
0.9
0.3
0.1
0.7
1.8
2.1
0.5
0.1
0.1
0.3
4.4
4.5
1.0
0.4
0.1
0.4
0.8
1.2
1.2
0.8
0.2
0.1
0.2
0.9
4.7
1.7
0.5
0.2
0.1
0.7
3.8
2.2
0.9
0.4
0.1
0.1
0.2
0.5
1.0
1.9
0.6
0.2
0.2
2.0
6.9
1.4
0.5
0.1
0.3
0.7
1.9
1.3
0.7
0.1
0.1
0.9
2.8
0.6
0.1
0.2
3.8
3.2
0.4
0.5
2.5
1.4
0.1
0.7
0.8
0.4
2.7
0.5
0.2
4.6
1.7
0.2
0.1
0.6
4.2
0.7
0.1
0.7
1.0
0.4
0.1
1.0
1.5
0.1
0.1
0.4
0.7
0.1
0.3
2.6
2.8
0.5
0.2
0.1
0.1
0.2
0.2
1.3
1.1
1.8
1.0
0.6
0.3
0.5
1.0
1.2
1.6
1.6
1.9
0.1
0.3
1.2
6.7
5.4
1.5
0.8
1.9
4.9
2.5
0.9
0.6
0.7
0.1
0.1
0.4
0.2
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0
0.0
0.0 0.0
0.0
0.0
0.0
0.0 0.0
0.0
0.0
0.0
7.1
0.5
0.1
0.7
0.7
0.1
1.8 2.0
0.4
1.1
0.9
0.2
0.1
0.7
1.4
0.1
0.9
0.2
0.1
0.4
3.5
1.2
0.4
0.6
0.6
0.3
0.2
1.4
2.3
0.3
0.6
0.3
0.2
0.2
2.3
0.5
0.8
0.7
2.5
0.9
0.1
0.1
0.4
1.0
0.1
0.1
0.2
1.4
0.1
0.9
0.4
0.3
1.3
0.1
0.1
1.4
0.1
0.9
0.5
0.1 0.2
0.1
1.8
2.6
0.6
0.3
0.4
0.1
0.1
0.3
0.2
3.0 2.6
0.2
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
6.4
AA4
AA4
AA4
AA4
AA4
AA4
AA2
AA2
AA2
AA2
AA2
AA2
AA4
AA4
AA4
AA4
AA4
AA4
BB2
BB2
BB2
BB2BB2
BB2
AA2
AA2
AA2
AA2
AA2
AA2
AA2
AA2
BB2
BB2
BB2
BB2
BB2
BB2
BB2
AA2
AA2
AA2
AA2
AA4
AA4
AA2
Plan View
Scale - 1" = 60ft
Page 148 of 221
STAIR 'B'
ELEC
MECHELEV
MECH
KITCHEN
BUS & AFTER
HOURS ENTRY
CLASSROOM
CLASSROOM
CLASSROOM
COMMONS
CLASSROOMCLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
MEDIA CENTER
SMALL GROUP
CIRC
MEDIA COMMONS
CIRC
CONF
CLASSROOM
STOR
CONF
WASH
TOILET
CUSTODIAL
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
ART
MUSIC
KILN
MUSIC STOR
CIRC
ENSEMBLE INSTRUMENTS
STORVEST CAFETERIA
GYMNASIUM SOUTH
GYMNASIUM NORTH
WORKROOM
TOILET
TOILET
TOILET
OFFICE
RECEIVING/STOR
DRY STOR
DISHWASHER OFFICE
CUST
LOCKER
FREEZER
COOLER
OUTDOOR STOR
STORAGE
DATA
OFFICE
STORAGE
CENTER BASED
CENTER BASED
CENTER-BASED
CENTER-BASED
CIRC
SENSORY
CHANGING
STAFF TOILET
CALM
CIRC
COMMONS
COMMONS
LOADING DOCK
(BELOW GRADE)
FOOTPRINT OF MECHANICAL
PENTHOUSE ABOVE
MECH
MAIN ENTRY
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
ELEC STOR
SERVERCONFCOMMONS
CLASSROOMCLASSROOM
PRESCHOOL
PRESCHOOL
PRINCIPAL
CONF
WORKROOM
OFFICE
OFFICE
STORAGE
TOILET
TOILETOFFICE
SHARED OFFICE
BREAKROOM
CIRC
RECEPTIONNURSE
OFFICE
VEST
MECH
CIRC
CIRC
BOYS
GIRLS
WASH
TOILET
COMMONS
TOILET
WASH
TOILET CUST CONF
CONF
SMALL GROUP
CIRC
CONF
TOILET
COMMONS
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
12
/
2
6
/
2
0
2
3
1
1
:
4
4
:
4
2
A
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W
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#
2
0
(
C
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)
.
r
v
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1" = 20'-0"
Ce
n
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:
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ISD #196: ROSEMOUNT -
APPLE VALLEY -EAGAN
PUBLIC SCHOOLS
ELEMENTARY
SCHOOL #20
A1
FLOOR PLANS
ARDROE AVENUE
ROSEMOUNT, MINNESOTA 55068
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
NOT FOR CONSTRUCTION
CITY SUBMITTAL
DK
JPOC
12/27/2023
232104
MINNESOTA
12/27/2023
R. SCOTT MCQUEEN
20155
ARCHITECT
0
1" = 20'-0"
FLOOR PLAN - LOWER LEVELF3
15'30'
0
1" = 20'-0"
FLOOR PLAN - MAIN LEVELC3
15'30'
Revisions
Description Date Num
Page 149 of 221
BRICK,
TYP.
LOWER LEVEL
86'-8"
MAIN LEVEL
100'-0"
T.O. WALL
115'-4"
T.O. PENTHOUSE
131'-7"
OVERALL
404'-2"
FLAGPOLE
PRECAST WALL
PANEL WITH
REVEAL PATTERN
MECHANICAL
LOUVER
ORNAMENTAL
METAL PANELS AT
CANOPY FACE
METAL COPING AT
ROOF EDGE, TYP.
BRICK,
TYP.
ORNAMENTAL METAL
PANELS, TYP.
ALUMUNUM
WINDOWS WITH
PRECAST SILLS, TYP.
ALUMINUM
CURTAINWALL DOOR/
WINDOWS, TYP.
ORNAMENTAL METAL
PANELS, TYP.
METAL COPING AT
ROOF EDGE, TYP.
INSULATED METAL
PANEL SYSTEM AT
PENTHOUSE
ALUMINUM
CURTAINWALL DOOR/
WINDOWS, TYP.
METAL COPING AT
ROOF EDGE, TYP.
ALUMUNUM
WINDOWS WITH
PRECAST SILLS, TYP.BRICK,
TYP.
ALUMINUM
CURTAINWALL DOOR/
WINDOWS, TYP.
ORNAMENTAL METAL
PANELS, TYP.
HOLLOW METAL DOOR
AND FRAME, PAINTED
SCREENED
MECHANICAL
UNIT, TYP.
LOWER LEVEL
86'-8"
MAIN LEVEL
100'-0"
T.O. WALL
115'-4"
T.O. PENTHOUSE
131'-7"
OVERALL
404'-2"
BRICK,
TYP.
METAL COPING AT
ROOF EDGE, TYP.
ORNAMENTAL METAL
PANELS, TYP.
ALUMUNUM
WINDOWS WITH
PRECAST SILLS, TYP.
ALUMINUM
CURTAINWALL DOOR/
WINDOWS, TYP.
INSULATED METAL
PANEL SYSTEM AT
PENTHOUSE
METAL COPING AT
ROOF EDGE, TYP.
BRICK,
TYP.
ORNAMENTAL METAL
PANELS, TYP.
ALUMINUM
CURTAINWALL DOOR/
WINDOWS, TYP.
BRICK,
TYP.
PRECAST WALL
PANEL WITH
REVEAL PATTERN
ORNAMENTAL
METAL PANELS AT
CANOPY FACE
SCREENED
MECHANICAL UNIT
ALUMUNUM WINDOWS
WITH PRECAST SILLS,
TYP.
METAL COPING AT
ROOF EDGE, TYP.
SCREENED
MECHANICAL
UNIT, TYP.
BRICK,
TYP.
HOLLOW METAL DOOR
AND FRAME, PAINTED
MECHANICAL
LOUVER
ALUMINUM STOREFRONT
ENTRANCE SYSTEM
ALUMINUM STOREFRONT
ENTRANCE SYSTEM
LOWER LEVEL
86'-8"
MAIN LEVEL
100'-0"
T.O. WALL
115'-4"
T.O. PENTHOUSE
131'-7"
LOADING DOCK
82'-5"
OVERALL
245'-9"
INSULATED METAL
PANEL SYSTEM AT
PENTHOUSE
ORNAMENTAL METAL
PANELS, TYP.
PRECAST WALL
PANEL WITH
REVEAL PATTERN
ORNAMENTAL
METAL PANELS AT
CANOPY FACE
METAL COPING AT
ROOF EDGE, TYP.
BRICK,
TYP.
HOLLOW METAL DOOR
AND FRAME, PAINTED
MECHANICAL
LOUVER
ALUMINUM STOREFRONT
ENTRANCE SYSTEM
MECHANICAL
LOUVER
ALUMUNUM WINDOWS
WITH PRECAST SILLS,
TYP.
ALUMUNUM WINDOWS
WITH PRECAST SILLS,
TYP.
ALUMUNUM WINDOWS
WITH PRECAST SILLS,
TYP.
METAL COPING AT
ROOF EDGE, TYP.
SCREENED
MECHANICAL
UNIT, TYP.
HOLLOW METAL DOOR
& FRAME, PAINTED
LOWER LEVEL
86'-8"
MAIN LEVEL
100'-0"
T.O. WALL
115'-4"
T.O. PENTHOUSE
131'-7"
OVERALL
203'-0"
INSULATED METAL
PANEL SYSTEM AT
PENTHOUSE
BRICK,
TYP.
MECHANICAL
LOUVER
ALUMUNUM WINDOWS
WITH PRECAST SILLS,
TYP.
METAL COPING AT
ROOF EDGE, TYP.
ORNAMENTAL METAL
PANELS, TYP.
ALUMINUM CURTAINWALL
WINDOWS/DOORS, TYP.
BRICK,
TYP.
ORNAMENTAL
METAL PANELS,
TYP.
METAL COPING AT
ROOF EDGE, TYP.
ALUMINUM CURTAINWALL
WINDOWS/DOORS, TYP.
BRICK,
TYP.
ORNAMENTAL METAL
PANELS, TYP.
A2
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MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
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ISD #196: ROSEMOUNT -
APPLE VALLEY -EAGAN
PUBLIC SCHOOLS
ELEMENTARY
SCHOOL #20
A2
EXTERIOR
ELEVATIONS
ARDROE AVENUE
ROSEMOUNT, MINNESOTA 55068
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
NOT FOR CONSTRUCTION
CITY SUBMITTAL
DK
JPOC
12/27/2023
232104
MINNESOTA
12/27/2023
R. SCOTT MCQUEEN
20155
ARCHITECT
0
1/16" = 1'-0"B2 EXTERIOR ELEVATION - NORTH
12'24'
0
1/16" = 1'-0"C2 EXTERIOR ELEVATION - SOUTH
12'24'
0
1/16" = 1'-0"E4 EXTERIOR ELEVATION - EAST
12'24'
0
1/16" = 1'-0"F4 EXTERIOR ELEVATION - WEST
12'24'
NOT TO SCALE
EXT. ELEVATION LEGEND
Revisions
Description Date Num
Page 150 of 221
F
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B
A
1 2 3 4 5 6 7 8
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MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
12
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ISD #196: ROSEMOUNT -
APPLE VALLEY -EAGAN
PUBLIC SCHOOLS
ELEMENTARY
SCHOOL #20
A3
RENDERINGS
ARDROE AVENUE
ROSEMOUNT, MINNESOTA 55068
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
NOT FOR CONSTRUCTION
CITY SUBMITTAL
DK
JPOC
12/27/2023
232104
MINNESOTA
12/27/2023
R. SCOTT MCQUEEN
20155
ARCHITECT
Revisions
Description Date Num
NOT TO SCALE
RENDERING - OVERALL
NOT TO SCALE
RENDERING - MAIN ENTRY RENDERING - BUS ENTRY
Page 151 of 221
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20240115.docx
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
From: Amanda Sachi PE
Kris Keller, PE
Date: January 15, 2024
Re: Independent School District 196 – Elementary School #20
Engineering Review
WSB Project No. 024361-000
We have reviewed the documents provided by Wold and by Bolton & Menk on January 4, 2024.
Documents reviewed include:
• ISD 196 Elementary School #20 Site Plans, dated 12/27/2023
• ISD 196 Elementary School #20 Stormwater Summary, dated 12/27/2023
Additional redline comments are provided on the submitted civil plans. Applicant should provide
responses to each comment and redline comment. We offer the following comments below.
Engineering Review:
1. General
a. The project consists of the construction of an elementary school campus with
building, parking, and adjacent recreational and stormwater facilities
2. Site Demolition Plan
a. No comments.
3. Geometric/Finishing Plans
a. Call out locations and types of curb used on the site
i. Identify areas of tipout curb
b. The Bituminous trail should be 3" bituminous over 6" Class 5 (currently proposed
as 2" bituminous over 6" Class 5 )
c. Intersection of Kaylemore Trail and Androe Avenue
i. Incorporate a small radius from catch basin for right turning traffic from
Kaylemore Trail
ii. Verify need for additional stop sign along Kaylemore Trail at Androe
Avenue for the rotation of the tee intersection
iii. Provide a pedestrian ramp where the trail meets the curb at An droe
Avenue near Kaylemore Trail
iv. Show transitions (beavertails) at all curb terminations
d. Verify the need for pedestrian ramps across the rear loading ramp
4. Grading Drainage and Erosion Control Plans
Page 152 of 221
Independent School District 196 – Elementary School #20 Engineering Review
January 15, 2024
Page 2
a. Provide/call out all EOFs for low points in the parking a reas and greenspaces
b. Show all storm sewer (screened out)
c. Provide all rim/inlet elevations
d. Retaining walls exceeding 4’ in height shall require a plan prepared by a licensed
engineer submitted for review and approval by the Building Official prior to permit
issuance.
i. Provide fences for safety
e. Provide proposed contours (54-57) in the area of the loading ramp
f. Direct drainage away from the building in the northern alternate area
5. Utility Plans
a. Call out all proposed water fittings
b. Fire Marshal to review fire coverage and emergency access
i. Provide turning movements for access to hydrants on site
c. Provide how access to the existing public sanitary sewer manholes in the
easement will be maintained
d. Insulate at crossings where the vertical separation between the water and the
storm sewer is less than 36”
e. Note the existing 8" gate valves on the water stubs from 2008 and 2021 are
redundant with the 8” gate valves proposed.
6. Landscape Plans
a. No comments.
7. Details & Specifications
a. No comments.
Page 153 of 221
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
Anthony Nemcek, Senior Planner
From: Bill Alms, PE
Henry Meeker, EIT
Date: January 16, 2024
Re: ISD 196 Elementary School 20 Stormwater Review
WSB Project No. 024361-000
I have reviewed the documents provided by Bolton & Menk on January 4, 2024. Documents
reviewed include:
• ISD 196 Elementary School 20 Site Plans, dated 12/27/2023
• ISD 196 Elementary School 20 Stormwater Summary, dated 12/27/2023
Applicant should provide responses to each comment. I offer the following comments below.
Grading, Drainage, and Erosion Control Comments:
1. General
a. A NPDES permit will be required since over an acre of disturbance is proposed.
b. Signed plans will be required for final permit approval.
c. It is recommended to use existing regional basin 1618 (in the southeast corner of
the site) in combination with proposed NURP cell grading to simplify regional
system flows and increase site live storage. A sketch of this layout is provided on
the Engineering Comments plan set.
d. A higher level of engineering review is needed for the infiltration basin as it is
located within a high-risk DWSMA region.
i. More information on this higher level review can be found at
https://stormwater.pca.state.mn.us/index.php?title=Guidance_and_recom
mendations_for_conducting_a_higher_level_of_engineering_review_for_s
tormwater_infiltration_in_DWSMAs_and_Wellhead_Protection_Areas .
2. Ponds and Wetlands
a. Applicant to label all regional basins on the plans with the corresponding existing
regional basin ID.
b. Applicant to note snowmelt event high water levels for all basins on the grading
plans.
c. Applicant to show maintenance access routes to the proposed basins on the
plans. The City Engineering guidelines note maintenance access paths should be
a minimum width of 10 feet at 8% maximum grade and a maximum 2% cross
slope.
Page 154 of 221
ISD 196 Elementary School 20 Stormwater Review
January 16, 2024
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d. Outfalls into proposed basins must be consolidated, FES 100 and 200 should be
combined.
e. Riprap at outfalls into proposed basins must be extended to the bottom of the
proposed grading. This is applicable for FES 100, 200, 3030, and 305.
f. The bottom elevation of the infiltration basin must match the NURP basin NWL of
940. An infiltration bench design may reduce earthwork and decrease the required
basin footprint.
g. The infiltration basin detail calls out shredded wood mulch on the basin surface, a
topsoil or compost mixture is recommended instead.
3. Emergency Overflow Routes:
a. Applicant to show the emergency overflow elevations and locations for all
proposed basins and site low points on the plans.
b. Localized low points north and west of the proposed building appear to have EOF
elevations near the FFE. Applicant to call out these EOF elevations to ensure that
1’ of freeboard is provided to the FFE.
4. Retaining Walls:
a. Not applicable.
5. Erosion Control:
a. The SWPPP narrative must include street sweeping for dust control.
b. Dual silt fence must be specified around proposed infiltrating surfaces until final
stabilization has been reached to maintain soil permeability.
c. Silt fence is required around delineated wetlands to ensure they are not degraded
as a result of site disturbance.
d. An erosion control note must be included specifying that final infiltration basin
excavation will only be graded once site stabilization has been achieved.
6. Grading:
a. Show grading limits on grading plan sheets.
Stormwater Management Plan:
1. General Storm Sewer Design
a. Storm sewer capacity calculations must be provided to confirm storm sewer is
sized for the 10-year storm event.
b. Roadway storm sewer design must match City standards of maximum 300’
spacing between catchbasins and a maximum inflow of 3 cfs for the 10-year storm
event.
c. Applicant to provide storm sewer profiles for review of routing and utility crossings.
i. Crown matching is recommended where pipe size increases.
d. Applicant to provide casting and structure tabulation summarizing proposed storm
sewer structures.
e. Applicant to use City storm sewer details.
f. Applicant to show proposed draintile routing and tie-ins to storm sewer where
specified for ag-lime and play area drainage.
g. The furthest downstream storm sewer structure prior to draining to a pond must
have a 3’ sump to capture sediment.
h. Per City standard details, sheet piling will be required for all flared end sections on
pipe diameters 24” and greater.
Page 155 of 221
ISD 196 Elementary School 20 Stormwater Review
January 16, 2024
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i. The final outlet of proposed stormwater basins must include a skimmer pipe to
prevent floatables clogging and a sluice gate within the struc ture to limit outflows
in major storm events. The City standard detail SD-12 is attached to this memo for
reference of this OCS design.
j. Storm sewer starting at STMH 219 must be 18” diameter or greater to prevent
adverse effects from flow constriction of the existing 18” CMP leaving the basin on
the northwest corner of the site.
k. A storm sewer inlet is required to drain the proposed low point northwest of the
baseball diamond.
l. The following pipe slopes must be reviewed:
i. STMH 104 to STMH 103 at 3% is too steep, full pipe flow velocities must
be demonstrated as less than 10 ft/s.
ii. STMH 105 to STMH 104 at 5.6% is too steep, full pipe flow velocities
must be demonstrated as less than 10 ft/s.
iii. CB 123 to CB 122 at 5.6% is too steep, full pipe flow velocities must be
demonstrated as less than 10 ft/s.
iv. CB 113 to CB 110 at 0.15% is too shallow, full pipe flow velocities must
be demonstrated as above 3 ft/s to prevent pipe sedimentation.
v. Any pipes to outfalls into ponds must have a full pipe flow velocity of 6 ft/s
or less to prevent excessive scour.
m. Landscaping plans should be reviewed to deconflict tree plantings over top utilities
to prevent future root intrusion.
2. Water Quantity
a. It appears that outdated storm event depths were specified for HydroCAD
modeling. Design event depths should match the values outlined in the 2018
Rosemount CSWMP Section 5.3, policy 5.
i. This CSWMP can be accessed at
https://www.rosemountmn.gov/DocumentCenter/View/3788/2018-
Rosemount-Surface-Water-Management-Plan.
b. Land cover in proposed conditions modeling should be reviewed to ensure it
matches proposed plan land cover. For example, proposed subbasin 33S shows
woods land cover, but the site plan indicates primarily grassed land cover for
pervious areas in the subbasin.
3. Rate/Volume Control
a. No outflows are allowed offsite for storm events besides the snowmelt event, this
includes the existing regional basin 1618 onsite. As noted, a City standard OCS is
required at the outlet of the existing basin to manage these flows.
b. The 10-day snowmelt modeling must be provided. The model must include time
ranges sufficient to capture peak flows of the storm event.
c. HydroCAD modeling must be set with Dyn-Stor-Ind routing to ensure tailwater
effects are sufficiently modeled.
4. Freeboard
a. No comments.
5. Water Quality
a. The provided proposed HydroCAD model generates approximately 68,000 cubic
feet of runoff in the 2.5” rain event from tributary areas to the stormwater basin.
This is the controlling NURP dead storage, and the proposed 129,196 cubic feet
of dead storage volume can be reduced accordingly.
Page 156 of 221
ISD 196 Elementary School 20 Stormwater Review
January 16, 2024
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b. Infiltration area (not counting basin side slopes) must be provided for 1/12 ac-
ft/ac/day for the entire site area. The following formula can be used to determine
this area:
𝑅𝑐𝑞𝑞�ℎ𝑞𝑐𝑐 𝐴𝑞𝑐𝑎 (𝑎𝑐)=𝑅�ℎ𝑞𝑐 𝐴𝑞𝑐𝑎 (𝑎𝑐)
𝐼𝑛𝑐�ℎ𝑙𝑞𝑞𝑎𝑞�ℎ𝑛𝑛 𝑅𝑎𝑞𝑐 (�ℎ𝑛�𝑞⁄)
∗0.0416 (𝑐𝑛𝑛𝑞𝑐𝑞𝑞�ℎ𝑛𝑛 𝑐𝑎𝑐𝑞𝑛𝑞)
c. For design purposes, a maximum infiltration rate of 3 in/hr will be considered by
the City Engineer based on the high infiltration rates demonstrated in the provided
infiltrometer testing.
d. Final infiltration rates of the constructed basin will need to be shown as less than
8.3 in/hr based on NPDES permit requirements. Soils amendments will be
required as needed to reach this upper limit.
6. Easements
a. The drainage and utility easement over the proposed pipe between STMH 307
and FES 305 does not appear to be sufficiently sized. The easement must cover
the excavation footprint of the pipe at a 1:1 ratio of pipe depth and horizontal
travel.
Page 157 of 221
M E M O R A N D U M
To: Adam Kienberger, Community Development Director
Anthony Nemcek, Senior Planner
Julia Hogan, Planner
From: Dan Schultz, Parks and Recreation Director
Date: January 17, 2024
Subject: ISD 196 Elementary School Development
The Parks and Recreation Department recently reviewed the plans for the ISD 196 Elementary
School Development plans. After reviewing the plans, the Parks and Recreation Department staff
has the following comments:
Parks Dedication
Staff is recommending that park dedication not be collected due to the public recreation spaces
being created by the ISD 196 development plans for the elementary school. A large playground,
hard court space, a ballfield and greenspaces are all part of the plans submitted by ISD 196.
Please let me know if you have any questions about this memo.
Page 158 of 221
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: January 23, 2024
Tenative City Council Meeting: February 20, 2024
AGENDA ITEM: Request by Spectro Alloys for approval of a
preliminary plat, a site plan review, and a variance
to construct a 70,000 square foot addition to the
existing building at 13135 Doyle Path and combine
the site into a single parcel.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.c.
ATTACHMENTS: Variance Resolution, Site Location, Preliminary Plat,
Existing Conditions, Site Plan, Utility Plan, Utility
Plan, Landscape Plan, Overall Impervious Exhibit,
Concept Rendering, Elevations and Floor Plans, Site
Aerials, Engineer's Memo dated January 15, 2024
APPROVED BY: AK
RECOMMENDED ACTION: Motion by the Board of Appeals and Adjustments to approve a variance
from the GI-General Industrial standards reducing the minimum setback from Courthouse Boulevard
from 75 ft to 55 ft, subject to the platting of the overall Spectro Alloys site into a single parcel.
Motion to recommend the City Council approve the Spectro Alloys Third Addition preliminary plat,
subject to the following conditions:
1. Vacation of the Doyle Path right of way prior to final plat approval.
2. Dedication of any easements required by the City Engineer.
3. The applicant shall update the City regarding any changes in status related to a planned
stormwater outlet beneath the railroad.
Motion to approve the site plan for the Applicant’s proposed aluminum billet production facility,
subject to the following conditions:
1. Approval of a variance to reduce the setback along Courthouse Boulevard from 75’ to 55’.
2. Approval of a final plat for Spectro Alloys Third Addition to combine the site into a single parcel.
3. Vacation of existing easements within the development area.
4. The applicant shall update the landscape plan to bring the number of trees and foundation
plantings into conformation with the requirements of the zoning ordinance.
5. The screening wall shall be updated to match the billet expansion.
6. Existing easements internal to the subject property where the proposed building will be located
shall be vacated prior to issuance of a building permit.
7. Conformance with all the requirements of the City’s engineer contained in the memorandum
Page 159 of 221
dated January 15, 2024.
BACKGROUND
Applicant and Property Owner Spectro Alloys
Site Location 13135 Courthouse Boulevard
Site Area Billet Expansion Parcel: 6.15 Acres
Overall Site Area: 36.16 Acres
Land Use Designation General Industrial
Current Zoning GI-General Industrial
Surrounding Uses North: General and Heavy Industrial
South: General Industrial and Waste Management
East: General Industrial
West: General Industrial
The Planning Commission is being asked to consider three requests submitted to the City by Spectro
Alloys to allow the applicant to construct a new building that will house manufacturing equipment that
will produce aluminum billet. The applicant is requesting a variance due to site constraints created by
the utilities located within Doyle Path. The overall Spectro Alloys site will be platted into a single
parcel, and the applicant will be requesting the vacation of Doyle Path now that they own all the
property served by the road. There will be public utilities that remain within the vacated right of way
that limit how far from Courthouse Boulevard the applicant can position the new billet facility.
Therefore, staff is recommending approval of the variance request.
The second request is for approval of a preliminary plat that would combine the entire site into one
parcel. The applicant is not requesting final plat approval at this time, but staff is recommending final
plat approval as a condition of approval of the site plan since the site plan provided by the applicant
would exceed the maximum lot coverage standard for the existing parcel formerly owned by Dahn
Construction. By combining the overall site into a single parcel, the impervious percentage decreases
to a point below the maximum. This is similar to a condition of approval of the warehouse/office
building that required Spectro to plat the parcels it owned at that time into a single parcel.
The final request by the applicant is for a site plan review of the new facility. The site plan includes the
new building to be constructed as an addition to the existing building on site, which will remain. The
applicant is also proposing an enclosed storage area. The submitted materials include renderings and a
landscape plan that show how the overall appearance of the site will improve with the project. Staff is
recommending approval of the site plan as well as the variance and preliminary plat requests, subject
to conditions.
SITE HISTORY
Spectro Alloys was established in 1973, and its principal operation is as a secondary aluminum smelter.
A primary aluminum smelter refines raw ore into aluminum ingots. A secondary aluminum smelter
recycles existing aluminum scrap into ingots that are shipped to manufacturers. Spectro’s operation
stores scrap aluminum in various areas on site, but mainly within an enclosed storage building south of
the main function building. The scrap is normally shredded and sorted through the hammer mill
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located on the far east side of the site adjacent to the railroad tracks. The shredded scrap is brought
into the building and smelted in one of their two smelters. The smelted aluminum is poured into ingot
molds.
This process produces a number of waste streams including air emissions of metals from the smelting
process. These air emissions are removed through a device called a baghouse (or filter house) which is
essentially a metal box with a number of fabric socks or bags within it. The air travels through the
fabric and the small particles (including metals) are removed. This debris is collected in bags. The
debris is tested and is disposed of as either industrial or hazardous waste.
In 2014, Spectro Alloys installed a new process at their facility that recycles aluminum without the
need for smelting. The process, called Custom Clean Discharge, sorts shredded material into different
metals or alloys through a system of conveyors that includes eddy currents to sort the material.
Because the process involved the installation of new exterior equipment and outside storage in the
northern portion of the site, the applicant applied for and was granted a Conditional Use Permit (CUP)
for the project. This brought the overall amount of outdoor structures and equipment to 26% of the
overall principal building coverage on the property (in excess of the 15% allowed under the code
without a CUP). The City’s approval at that time specified that the total aggregate area of outdoor
structures shall not exceed 30% of the total gross area of the principal building, and this provision still
regulates outdoor structures and equipment on the site.
A few years later, in 2018, Spectro Alloys made further improvements to their manufacturing process
by installing two new aluminum furnaces used to recycle certain types of scrap aluminum that are
currently shipped to other facilities in other states. This system replaced an older scrap dryer, resulting
in process efficiencies and savings. The furnaces were fully enclosed in a new building addition,
whereas the former dryer system was outside. The 2018 project included two main components: a
building expansion of approximately 5,000 square feet, and significant property upgrades and
improvements to accommodate the new equipment. The building addition enclosed a portion of the
site that previously housed exterior equipment associated with the recycling operation, including the
old scrap dryer. In its place, the applicant installed a new equipment pad with a modern filter house,
exhaust stack, and other related structures. These site improvements required a side yard setback
variance, which was approved by the Board of Adjustment and Appeals.
Most recently, Spectro Alloys received approval to construct a new warehouse and office building.
With the construction of this building, finished ingots no longer need to be delivered by truck to
storage space near 117th Street in Inver Grove Heights. This has resulted in fewer truck trips and
increased safety on Courthouse Boulevard. This project also included the surfacing of the parking area
east of the new building with asphalt. These most recent improvements result in a general move
toward a tidier site overall.
Proposed Site Plan
Spectro Alloys is proposing to add two new structures to their existing site along Courthouse Boulevard
(State Highway 55) to produce aluminum billet and sheet ingots. Aluminum billet is used as raw
material for extruders, who turn it into products like railings, window and door trim, and structural
components for cars, boats, airplanes, trailers, docks, and more. Billets are shaped like long cylinders.
Spectro will also recycle used beverage containers and other end of life aluminum products to produce
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sheet ingot – high purity slabs of aluminum weighing up to 60,000 pounds each – a feedstock for
rolling mills.
In addition to the new building, the site plan shows the existing building being retained and an
enclosed storage building being constructed in the western portion of the subject parcel. No changes
to the site outside the subject parcel are proposed as a part of this project. Access to the project area
will come from the to-be-vacated Doyle Path. While the buildings themselves will provide the most
impactful screening of the less visually appealing aspects of the operation, the applicant’s landscape
plan shows the land between the buildings and Courthouse Boulevard being bermed and planted with
trees to improve the appearance of the site as viewed from the public right of way.
The applicant has submitted architectural drawings of the proposed building, a storm water
management plan, landscape plan, and other details concerning the site as required by the Zoning
Ordinance. The next section of this report includes staff’s analysis of zoning requirements related to
both the preliminary plat and the proposed site plan. Additionally, staff has received a written report
from the City’s Project Engineer with most of the comments focused on plan details that will need to
be addressed by the applicant.
Preliminary Plat
The applicant is proposing to plat the entire site, including the land most recently owned by Dahn
Construction, into one single parcel. Additionally, when the applicant moves forward with final plat
approval, they will be requesting the vacation of the Doyle Path right of way to convert that street into
a private drive. Staff is supportive of the street vacation, which is the purview of the City Council, since
it will release the City from responsibility for maintenance and snow removal. The final plat will also
include easements for the public water infrastructure within Doyle Path that will remain following its
vacation.
At 36.16 acres, the proposed parcel to be created by the plat exceeds the minimum lot standard in the
GI-General Industrial zoning district of 5 acres. There is no lot width minimum in this zoning district,
and the lot coverage standard will be able to be calculated using the entire site rather than the existing
parcel in which the proposed site plan is contained. A combination of lots owned by Spectro Alloys
was a condition of approval for Spectro Alloy’s most recent project as it also would have exceeded the
maximum lot coverage standard of 70% if it was only calculated based on the parcel in which the
building was located. The same condition is being recommended for the current site plan as the
proposed lot coverage of the subject parcel would be 74%.
Lot Development Fees.
The City has adopted a fee schedule that includes various access charges that apply to development of
property within the City. These fees are typically paid at the time of platting, but because this area has
already been platted and developed for industrial uses, the area trunk charges for water service will
not apply to the project. The site is not served by public sanitary service and will not be required to
pay these fees until such service is extended to the site. Finally, the City’s fee schedule does require
newly developing properties to pay stormwater area and access charges based on the total acreage of
the site. Staff is therefore recommending that trunk area water, sewer, and stormwater charges not
be collected for the project. Individual connection charges for water (and potentially storm water
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services) will be due at the time a building permit is issued based on the determined SAC unit count for
the building.
Based on the above analysis, the applicant will be required to pay the following fees at the time a
building permit is issued.
• Met Council Sewer Availability Charge: None
• City Sanitary Sewer Availability Charge: None
• City Water Availability Charge: Based on size of meter, ranging from $9,900 to $44,150
• Storm Water Connection Charge: None
Site Plan and Design Review
The purpose of a site plan review is to evaluate each project as it relates to the performance and site
design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial,
institutional, and multi-family development projects. In this case, the applicant is proposing to
construct a 72,845 square foot addition to the existing 10,000 square foot existing building and a
27,930 enclosed storage building that are subject to the site plan review process.
Site plan applications are approved by the Planning Commission and considered a Quasi-Judicial action.
As such, the City has a set of standards and requirements for review. Generally, if a site plan
application meets the ordinance requirements, it must be approved. These standards are outlined in
Section 11-4-16 (General Industrial District) and 11-10-3 (Site and Building Plan Review). The Planning
Commission is the final authority for approval of site plans unless the matter is appealed to the City
Council.
Land Use & Zoning Standards.
The subject property is guided for General Industrial uses in accordance with the 2040 Future Land Use
Plan, which is a district that is intended to provide areas for manufacturing and warehousing activities
and provide employment opportunities with higher paying wages for the community. The district
purpose statement specifically notes that general industrial businesses normally generate noises,
smells, vibrations, and truck traffic that can be disturbing to non-industrial land uses. The City has not
expanded the areas devoted to the GI land use category in several years, but has allowed existing
businesses and existing GI-guided sites to continue and improve and expand over time. The present
zoning of the property is GI – General Industrial, and Spectro Alloys’ secondary aluminum smelting
operation is considered a permitted use in this district (medium manufacturing and processing).
Although the use is allowed and is consistent with the zoning of the property, there are some aspects
of the Spectro Alloys site that are non-conforming in terms of dimensional standards due to the
previous development on the site, specifically the amount of outside storage on the site and building
setbacks. The site was first developed in 1973, and at that time the City did not limit outdoor storage in
the General Industrial district, did not require parking and maneuvering areas to be paved, and the
Mississippi River Critical Corridor Area (MRCCA) did not exist. Since 1973, the City has adopted zoning
ordinances that included performance standards limiting outdoor storage, requiring the paving of
parking and maneuvering areas, requiring a 40 foot building setback from the MRCCA bluff line, and
requiring more substantial setbacks for industrial buildings. In general, any non-conforming aspects of
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the site are allowed to continue, but cannot be expanded when new operations, processes, structures,
or equipment is installed. With the current request, the applicant will be paving parking and
maneuvering areas that have been gravel and increasing the overall size of the buildings, therefore
bringing the property further into conformance with the City Code. No additional outdoor storage is
being added, and existing storage areas will be paved and, in the case of the covered storage area,
enclosed, which also brings the site further into conformance with the City Code.
Lot and Building Standards.
Staff is recommending three conditions that will need to be met for the proposed billet addition to
meet the lot standards of the GI-General Industrial zoning district. These are the platting of the site
into a single parcel with the rest of the Spectro Alloys site, the vacation of Doyle Path, and the approval
of a variance from the minimum setback requirement from the property boundary along Courthouse
Boulevard. The table below is based on the approval of a plat combing the entire site into a single
parcel.
Building Performance Standards for the GI – General Industrial District
Standard Required Proposed
Minimum Lot Size 5 acres 36.16 acres
Front Setback 75 ft. 55 ft.
Side Setback 50 ft. 350 ft.
Rear Setback 50 ft. 592 ft.
Front Parking Setback 40 ft. 144 ft.
Side Parking Setback 25 ft. 505 ft.
Maximum Lot Coverage 70% 46%
Minimum Building Size 10% of property 15.6% of property
Maximum Bldg. Height 75 ft. 58 ft.
The other site requirement that has been reviewed with previous applications is the amount of
outdoor structures permitted on the property. Outdoor structures are things like tanks, conveyors,
and other equipment that support the principal use on the site but are not enclosed within a building.
The GI – General Industrial district allows outdoor structures up to 15% of the total gross area of the
principal building on a site, which can be exceeded with the approval of a Conditional Use Permit
(CUP). Spectro Alloys requested, and was approved, for a CUP in 2014 that allows them to have up to
30% of the principal building area for outdoor structures and equipment. With the addition of the
63,272 square feet of warehouse building area constructed in 2022, this percentage fell below 15% and
meets the GI district standard. With the addition of the proposed billet building, that percentage will
fall even lower and into further conformance with the code.
Access & Parking.
The Zoning Ordinance requires that new uses provide a certain number of parking stalls based on the
parking schedule found in Section 11-6-1 of the City Code. Focusing on the proposed site
improvements, the applicant is not displacing any existing off-street parking areas as the areas being
developed were used for outside storage by Dahn Construction.
There will be no changes to the availability of parking in other portions of the site, so staff will not be
reviewing the parking situation on the entire site. Staff considers the proposed use within the new
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building “custom manufacturing”, which requires 1 stall per 300 square feet of retail space plus one
stall per employee. Since there is no retail involved, the applicant is proposing 4 stalls, which is
consistent with the expected number of employees working within the new building. Should the use
of the site change, requiring more parking than currently required, there is room on the site for
additional parking. This could be accomplished through striping the paved yard area or constructing
additional parking lots on undeveloped portions of the site. As provided, staff finds the parking
requirements of the zoning ordinance to be met.
Site access was reconfigured as part of the previous addition of the warehouse and office building. All
incoming traffic is routed to the Doyle Path entrance and traffic exiting onto Courthouse Boulevard
does so at the private access further southeast. This traffic circulation will remain with the new billet
expansion.
Exterior Building Materials.
The GI - General Industrial building materials standards require the portion of the building facing a
public right-of-way to be constructed of a combination of glass, brick, natural stone, specialty integral
colored concrete block (including textured, burnished, and rock faced block), tile (masonry, stone or
clay), architectural textured concrete panels cast in place, precast concrete panels or better. The
primary exterior building materials for the billet addition and covered storage building will be precast
concrete wall panels. The building will feature a variation in the colors used to add a visual break to the
relatively long expanse along all four sides.
The architectural standards also include provisions for minimizing the impact of larger building massing
and to provide visual interest at corners of the structure. The proposed use of windows in locations
around the building will help address these requirements.
The applicant is providing screening in the form of berming and landscaping in addition to a concrete
screening wall along Courthouse Boulevard to shield the storage area from view. The code requires
that any screening wall be made of the same materials as the principal building and shall not extend
more than seventy feet (70') without a change in architecture to reduce its mass and appearance. The
plans provided by the applicant do not meet this requirement. Therefore, staff is recommending the
design of the wall along Courthouse Boulevard be updated to match the billet building.
Landscaping and Berming.
The City’s landscape ordinance (Section 11-6-3) requires that new developments include a minimum
amount of landscaping, which includes a minimum number of trees based on the size of the site and
exterior dimensions of the building. For the purposes of this analysis, the existing parcel (246,114 sf)
will be used to determine the minimum number of trees. In addition to one foundation planting per
10 linear feet of building exterior, the code also requires that the perimeter measurement of the
outdoor storage area shall be included in the calculation of required foundation plantings. These
requirements, and the amount provided on the landscape plan, are as follows:
Trees Requirement 1 tree per 3,000 square feet of land area
Trees Required/Provided 82/26
Foundation Plantings Requirement 1 per 10 feet of building perimeter
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Foundation Plants Required: 194/146
The landscape plan falls short of the minimum required by the code, and a condition of approval to
provide additional trees on the landscape plan is included with staff’s recommendation. The trees
shown on the landscape plan are mainly located along Courthouse Boulevard and concentrated near
the covered storage to provide screening from the public right of way. Additional trees are shown
along the Doyle Path right of way, which is now Spectro Alloy’s main entrance and will become a
private drive upon vacation.
Signage.
There are no signs shown on the submitted plans. The applicant has expressed a desire to install a
monument sign at the Doyle Path and Highway 55 intersection at some point in the future and will
need to comply with the applicable sign regulations if a sign is installed in this location. If it hasn’t
already been installed, directional signage ensuring incoming traffic enters the site at Doyle Path
should be installed. Signage indicating that the original private drive further east is exit-only should
also be provided.
Exterior Lighting.
The applicant’s lighting plan shows a combination of pole- and wall-mounted lights. The pole mounted
lights are located along the northern boundary of the yard area, while the wall mounted lights are
located around the billet building and near the entrance to the covered storage area. All lights will be
mounted lower than 30’, the maximum for this site within the GI zoning district, at either 28’ or 24’.
The photometric study shows illumination at the site boundaries to be less than the maximum of .5
lumens.
Engineering
The City’s engineer reviewed the plans and provided comments in a memorandum dated January 15,
2024, which is included in the attachments. Stormwater will be managed on site where it is collected
and conveyed to the retention ponds in the north central portion of the Spectro site. The pond
infrastructure was constructed with the warehouse project. The applicant is still working with the
railroad to get permission to install an outlet under the tracks just north of the ponding. The site is not
served by city sewer service, but a water main within the Doyle Path right of way provides municipal
water to the site.
Traffic and Pedestrian Circulation.
The traffic circulation plan that has been put in place with the most recent project should continue
providing improved safety for both vehicles and pedestrians accessing and traveling through the site.
In particular. Sidewalks connecting the new building with parking and driving lanes is an improvement
over the existing conditions on the site. With the warehouse project, the southeast corner of the Doyle
Path cul-de-sac was modified to accommodate the now-current traffic pattern. In prior years, the
applicant had been using Doyle Path for the stacking and parking of trucks waiting to load and unload
at the site, which is not allowed under the City’s traffic regulations. A condition of approval of the
warehouse building project was that stacking and parking of trucks on Doyle Path is not allowed.
When staff visited the site, no stacking or parking was observed on Doyle Path.
Parks and Open Space.
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The area included in this application (that will ultimately be combined with the rest of the Spectro
Alloys site) was platted and presumed to have paid any applicable park dedication fees associated with
that subdivision. The applicant is not creating any new industrial lots and is therefore not required to
pay any additional park dedication fees.
Mississippi River Corridor Critical Area (MRCCA) Zoning.
Spectro Alloys is located within the MRCCA area as designated in the Rosemount Comprehensive Plan
and is therefore subject to any requirements and restrictions associated with this district. The specific
MRCCA zoning is “urban mixed-district”, which does allow for development of sites within urban areas
in accordance with the underlying local zoning classification. One aspect of the MRCAA zoning that
does impact the overall site is the identification of a bluff impact zone along steep slopes that drain
towards the Mississippi River. There are two primary lines that regulate the placement of buildings
and structures (including parking areas) on the site, which include the top of the bluff and the bluff
impact zone which extends out 20-feet from this line. No structures are allowed within the bluff impact
zone, and the City’s ordinance requires a setback of 40 feet for all structures and roads. The project
area is located outside the required bluff impact area, and no structures or roads will extend into the
40-foot setback area.
VARIANCE
The Planning Commission, acting as the Board of Appeals and Adjustments, is being asked to consider a
variance as part of the applicant’s request. The proposed variance is a reduction of the front yard
setback standard from 75’ to 55’. The variance request is based on the presumption that Doyle Path
will be vacated, and the entire site will be platted into a single parcel. Therefore, the front yard will
shift from Doyle Path to the side abutting Courthouse Boulevard. Were the site being developed from
scratch, the findings to approve a variance would not be met since the applicant could simply shift the
building further back from the Courthouse Boulevard right of way. The unique circumstance in this
situation is that there are public utilities within the Doyle Path right of way that prevent the applicant
from locating the building further from Courthouse Boulevard to meet the setback requirement. This
infrastructure will remain even after the vacation of Doyle Path. Therefore, the applicant is requesting
a variance to allow the building to be constructed 55’ from Courthouse Boulevard, 20’ closer than the
setback standard allows.
Variance Standards
According to Section 11-12-2.G, there are five criteria for the Board of Appeals and Adjustments to
review when considering a variance request. The five criteria used to assess each request along with
staff’s findings for each are listed below. While weighing a variance request against these criteria,
there are also two key issues to consider. The first is whether the applicant has reasonable use of their
property without the variance. The second is whether the project can be redesigned to eliminate or
reduce the need for a variance. The Board of Zoning Appeals must approve or deny each request
based on findings related to each of the five standards.
1.The variance request is in harmony with the purposes and intent of the ordinance.
Finding: Staff finds that the request is in harmony with the purposes and intend of the ordinance. The
purpose of the GI General Industrial District is to provide for the establishment of both light and
medium manufacturing uses. The GI General Industrial District is intended to include uses that may
require outdoor and vehicle or trailer storage but exclude heavy industrial uses.
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2.The variance is consistent with the comprehensive plan.
Finding: The site is designated as General Industrial. The variance request is consistent with that
designation.
3. The property owner proposes to use the property in a reasonable manner.
Finding: Staff finds that the variance permits the property owner to use the property consistent with
others in the GI-zoning district.
4. There are unique circumstances to the property which are not created by the landowner.
Finding: Staff finds that there are unique circumstances to this property. Redevelopment of the site
will occur within the context of existing infrastructure that cannot be relocated, and the variance
request is in response to that context.
5. Granting of the variance does not alter the essential character of the locality.
Finding: The essential character of the locality would not be altered by granting the variance. The
proposed building and enclosed storage area are part of the Applicant’s ongoing improvements to their
site by reducing the impact of outdoor storage and making use of new technology that results in less
impact on nearby properties through reductions in noise and emissions.
RECOMMENDATION
Based on the information provided by the applicant and reviewed in this report, and on the findings
made with regard to the requested variance, staff is recommending approval of the applicants request
for approval of the proposed preliminary plat, site plan, and variance. The recommended approvals
are subject to the conditions listed under each action in the Recommended Action section at the top of
this report.
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1
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION BA2024-01
A RESOLUTION APPROVING A VARIANCE REDUCING THE FRONT YARD
SETBACK STANDARD IN THE GI-GENERAL INDUSTRIAL DISTRICT AT 13135
DOYLE PATH FROM 75’ TO 55’
WHEREAS, Spectro Alloys, (the “Applicants”) have submitted an application to the City of
Rosemount (the “City”) for a variance from the GI-General Industrial district front yard setback
standard for structures from seventy-five (75) feet to fifty-five (55) feet.
WHEREAS, notice has been published, mailed and posted pursuant to the Rosemount Zoning
Ordinance, Section 11-12-2; and
WHEREAS, the Rosemount Board of Appeals and Adjustments held a public hearing for a
variance from the 75’ front yard setback to 55’ on January 23, 2024; and
NOW, THEREFORE, based on the testimony elicited and information received, the Rosemount
Board of Appeals and Adjustments makes the following:
FINDINGS
1. That the procedures for obtaining said Variance are found in the Rosemount Zoning
Ordinance, Section 11-12-2.
2. That all the submission requirements of said Section 11-12-2 have been met by the
Applicant.
3. That the proposed Variance will allow the construction of a 70,000 building addition and
enclosed storage building because they encroach upon the front yard setback required by the
Zoning Ordinance.
4. That the Variance will be located on property legally described as follows: Lots One through
Three, Block 1, Hollenbach and Nelson 1st Addition, Dakota County, Minnesota.
5. That the request is in harmony with the purposes and intend of the ordinance. The purpose
of the GI General Industrial District is to provide for the establishment of both light and
medium manufacturing uses. The GI General Industrial District is intended to include uses
that may require outdoor and vehicle or trailer storage but exclude heavy industrial uses.
6. The site is designated as General Industrial. The variance request is consistent with that
designation.
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2
7. The variance permits the property owner to use the property consistent with others in the
GI-zoning district.
8. There are unique circumstances to this property. Redevelopment of the site will occur
within the context of existing infrastructure that cannot be relocated, and the variance
request is in response to that context.
9. The essential character of the locality would not be altered by granting the variance. The
proposed building and enclosed storage area are part of the Applicant’s ongoing
improvements to their site by reducing outdoor storage and making use of new technology
that results in less impact on nearby properties through noise and emissions.
CONCLUSIONS AND DECISION
Based on the foregoing, the Applicant’s application for a Variance is granted, subject to the
applicants receiving any required permits for the accessory structure.
Passed and duly adopted this 23th day of January, 2024, by the Board of Appeals and Adjustments of
the City of Rosemount, Minnesota.
__________________________________
Melissa Kenninger, Chair
ATTEST:
________________________________
Alysha Grant
Community Development Technician
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LOT 1
BLOCK 1
The following described property is proposed to be replatted into 1 Block and 1
Lot by combining two plats vacated Doyle Path. The plat is proposed to be
named SPECTRO ALLOYS THIRD ADDITION.
LEGAL DESCRIPTION OF PROPERTY TO BE PLATTED
Parcel 1:
The plats of HOLLENBACK & NELSON, INC. FIRST ADDITION and SPECTRO
ALLOYS THIRD ADDITION, Dakota County, Minnesota, according to the record
plat thereof.
(Being Abstract Property)
Parcel 2:
Vacated Doyle Path dedicated as public right-of-way per the plats of
HOLLENBACK & NELSON, INC. FIRST ADDITION and SPECTRO ALLOYS
ADDITION.
(Doyle Path is proposed to be be vacated)
PID/OWNER / PROPERTY ADDRESS:
PID: 34-3340-02-031
Pine Bend Recycling LLC,
13135 Doyle Path, Rosemount, MN 55068
ZONING:
IP, INDUSTRIAL PARK
DATE OF PREPLAT
DECEMBER 20, 2023
AREA SUMMARY
TOTAL AREA TO BE PLATTED = 1,583,904 S.F. (36.361 AC.)
SURVEYOR:
STANTEC
GARY BJORKLUND LS 46563
PHONE: 763-479-5128
gary.bjorklund@stantec.com
LEGEND
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9
2
8
9
3
8
9
4
8
9
6
897
898899
901902
903
903
904
90
4
906
9
0
6
890
89
5
90
0
9
0
5
891
89
2
893894
8
9
6
8
9
7
8
9
8
89
9
9
0
1
9
0
2
90
2
902
90
3
9
0
4
90
4
9
0
4
906
906
906
8
9
5
9
0
0
89
3
8
9
4
8
9
6
8
9
7
8
9
8
8
9
9
9
0
1
90
2
SHEET NUMBER
12/20/20231
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
WA
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
D
I
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
I
H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
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C
I
F
I
C
A
T
I
O
N
,
O
R
R
E
P
O
R
T
AN
D
T
H
A
T
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M
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D
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L
Y
L
I
C
E
N
S
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D
UN
D
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R
T
H
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L
A
W
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T
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F
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N
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PR
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N
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N
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:
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:
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:
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.
CHECKED
Pl
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2
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2
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3
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2
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N
D
D
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A
W
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N
G
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.
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N
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M
N
193806006
73
3
M
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A
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S
u
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e
1
0
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5
4
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2
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w
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s
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a
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c
.
c
o
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STANTEC
SAG
SAG
DML
DML
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
MI
N
N
E
S
O
T
A
.
SITE PLAN REVIEW
APPLICATION
( IN FEET )
GRAPHIC SCALE
0
1 inch = 40 ft.
40 8040
X X
EASEMENT LINE
SETBACK LINE
EXISTING FENCE LINE
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
G G EXISTING UNDERGROUND GAS LINE
COM EXISTING UNDERGROUND COMM LINE
F/O F/O EXISTING UNDERGROUND FIBER OPTIC LINE
UE UE EXISTING UNDERGROUND ELECTRIC LINE
OU EXISTING OVERHEAD UTILITY LINE
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF GRAVEL
EXISTING TREE LINE
EXISTING CONCRETE SURFACE
EXISTING GRAVEL SURFACE
EXISTING BUILDING
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING STORM SEWER INLET
EXISTING FLARED END SECTION
EXISTING HYDRANT
DYH
EXISTING UTILITY POLE
LEGEND
C-002
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
Page 173 of 221
DOYLE PATH
COURTHOUSE BLVD (TRUNK HIGHWAY NO. 55)
TR
U
C
K
S
C
A
L
E
V
A
N
X X X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING BUILDING
FFE: 897.67 PROPOSED BUILDING
FFE: 897.67
FFE SW: 897.17
CANOPY COVERED
STORAGE AREA
27,810 SF
30'
R2
0
'
R10
'
R
1
0
'
34
'
243.9'
11
4
'
CANOPY COVERED
STORAGE AREA
27,930 SF
81.4'
R2
0
'
310.7'
96
.
5
'
34.4'
2.4
29
0
.
3
'
55
'
S
E
T
B
A
C
K
R10'
55'
2.5
1.10
2.1
2.1
2.1
1.2
1.2
1.3
1.7
1.6
1.5
2.1
1.8
1.8
1.8
9'
2.2
2.9
2.3 20' PROPOSED
WATERMAIN EASEMENT
20
'
P
R
O
P
O
S
E
D
WA
T
E
R
M
A
I
N
EA
S
E
M
E
N
T
20' PROPOSED
WATERMAIN EASEMENT
1.1
1.1
1.1
2.1
2.6
1.4
1.11
1.3
2.7
20' PROPOSED
WATERMAIN EASEMENT
SHEET NUMBER
12/20/20231
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
WA
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
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D
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C
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P
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:
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:
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C
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N
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.
CHECKED
Pl
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D
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e
:
1
2
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2
0
/
2
0
2
3
-
2
:
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3
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6
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193806006
73
3
M
a
r
q
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e
A
v
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n
u
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,
S
u
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t
e
1
0
0
0
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n
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p
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N
5
5
4
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2
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w
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t
a
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c
.
c
o
m
STANTEC
SAG
SAG
DML
DML
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
MI
N
N
E
S
O
T
A
.
SITE PLAN REVIEW
APPLICATION
( IN FEET )
GRAPHIC SCALE
0
1 inch = 40 ft.
40 8040
NOTES
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
GRASS / LANDSCAPING
PROPOSED PARKING COUNT
BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
X X FENCE
RETAINING WALL [BY OTHERS]
#
STORM MANHOLE
STORM CATCH BASIN
SANITARY MANHOLE
HYDRANT
1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED
2.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.
EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.
COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATED
CONSTRUCTION DOCUMENTS/DRAWINGS
KEYNOTES #
1.STANTEC DESIGN ITEM
1.1.MATCH EXISTING
1.2.CONCRETE PAVEMENT - SEE DETAIL 3/C-802
1.3.BITUMINOUS PAVEMENT - SEE DETAIL 4/C-802
1.4.B612 CURB AND GUTTER - SEE DETAIL 10/C-803
1.5.ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 5,7,8/C-803
1.6.ADA VAN ACCESSIBLE PARKING STALL W/ SIGN - SEE DETAILS
5,6,7,8/C-803
1.7.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 9/C-803
1.8.PATCH BITUMINOUS - MATCH EXISTING SECTION
1.9.STOP SIGN - SEE DETAIL 5,7/C-803
1.10.RECESSED LOADING DOCK
1.11.PATCH GRAVEL - MATCH EXISTING SECTION
2.DESIGN BY OTHERS - SEE NOTE 2
2.1.DOOR LOCATION WITH STOOP, MAY HAVE STAIRS - SEE
ARCHITECTURAL/STRUCTURAL PLANS
2.2.FENCE
2.3.TRANSFORMER
2.4.SEPTIC TANK
2.5.WATER TANK
2.6.RETAINING WALL
2.7.BAGHOUSE LOCATION
C-101
SI
T
E
P
L
A
N
Page 174 of 221
DOYLE PATH
COURTHOUSE BLVD (TRUNK HIGHWAY NO. 55)
TR
U
C
K
S
C
A
L
E
V
A
N
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
X X X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING BUILDING
FFE: 897.67 PROPOSED BUILDING
FFE: 897.67
FFE SW: 897.17
CANOPY COVERED
STORAGE AREA
27,810 SF
►►
►
►
►
►
►
►
►
►
►►
►►
►►
►►
►►
►►
►►
►►
►►
900
900
9
0
0
89
6
8
9
6
8
9
7
8
9
8
8
9
9
901
►►►►
►
►
►►►►►►►►►►►►►►►►
►►►►►►
►►
►►
►►
►►►►►►►►►►
►►
►►
►►
►►
►►
►
►
►
►
►
►
►
►
►
►
0+0
0
1+
0
0
2+
0
0
2
+
5
0
SANITARY SEWER BLDG CONNECTION
8" INV OUT=872.00 (NE)
EX SSWR CO 03
CONTRACTOR TO VERIFY INVERT,
MATERIAL, AND LOCATION IN FIELD
RIM=885.82
8" INV IN=868.41 (W)
DOMESTIC WATER SERVICE BUILDING CONNECTION
VERIFY INVERT, MATERIAL, AND LOCATION WITH MEP PLANS
20
'
W
A
T
E
R
M
A
I
N
EA
S
E
M
E
N
T
2
0
'
W
A
T
E
R
M
A
I
N
E
A
S
E
M
E
N
T
20' WATERMAIN
EASEMENT
102 LF OF 8" PVC @ 2.00%
68 LF
O
F
8
"
P
V
C
@
2
.
0
0
%
12" 45° BEND
12" 45° BEND
12" DIP
I
I
I
I
12"X6" TEE
SANITARY SEWER SEPTIC CONNECTION
RIM=870.74
8" INV IN=869.97 (SW)
I
I
12" 45° VERTICAL BEND
12" DIP
12" 45° VERTICAL BEND
12" DIP
12" BLOWOFF VALVE
12
"
D
I
P
12" 45° BEND
12" 45° BEND
6" DIP
6" GV
12"X6" TEE
900
905
901902
903
904
906
907908
909
890
88
6
8
8
7
8
8
8
8
8
9
89
0
88
6
88
7
88
8
88
9
89
1
89
2
89
3890890
89
5
89189289389
4
90
5
90
6
90
7
90
8
90
9
8
9
6
89
6
897
8
9
7
ELEVATION 887.5 FROM CITY
OF ROSEMOUNT AS BUILTS
STA: 265+00
CONTRACTOR TO FIELD
VERIFY ELEVATION,
MATERIAL, AND LOCATION
ELEVATION 881.5 FROM CITY OF
ROSEMOUNT AS BUILTS
STA: 259+40
►►►►
►►►►►►
►
►
►
►
►
►
RAISE HYDRANT TO
FINISH GRADE
SHEET NUMBER
12/20/20231
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
WA
S
P
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P
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193806006
73
3
M
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STANTEC
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G
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MI
N
N
E
S
O
T
A
.
SITE PLAN REVIEW
APPLICATION
( IN FEET )
GRAPHIC SCALE
0
1 inch = 40 ft.
40 8040
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING SANITARY MANHOLE
EXISTING CLEANOUT
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING STORM SEWER INLET
EXISTING FLARED END SECTION
EXISTING HYDRANT
EXISTING WATER VALVE
WV
DYH
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
►►►►STORM SEWER
►►SANITARY SEWER
I I WATERMAIN
STORM MANHOLE
STORM CATCH BASIN
SANITARY MANHOLE
HYDRANT
GATE VALVE
FLARED END SECTION
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
C-401
UT
I
L
I
T
Y
P
L
A
N
Page 175 of 221
DOYLE PATH
COURTHOUSE BLVD (TRUNK HIGHWAY NO. 55)
TR
U
C
K
S
C
A
L
E
V
A
N
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
X X X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING BUILDING
FFE: 897.67 PROPOSED BUILDING
FFE: 897.67
FFE SW: 897.17
CANOPY COVERED
STORAGE AREA
27,810 SF
►►
►
►
►
►
►
►
►
►
►►
►►
►►
►►
►►
►►
►►
►►
►►
900
900
9
0
0
89
6
8
9
6
8
9
7
8
9
8
8
9
9
901
►►►►
►
►
►►►►►►►►►►►►►►►►
►►►►►►
►►
►►
►►
►►►►►►►►►►
►►
►►
►►
►►
►►
►
►
►
►
►
►
►
►
►
►
0+0
0
1+
0
0
2+
0
0
2
+
5
0
SANITARY SEWER BLDG CONNECTION
8" INV OUT=872.00 (NE)
EX SSWR CO 03
CONTRACTOR TO VERIFY INVERT,
MATERIAL, AND LOCATION IN FIELD
RIM=885.82
8" INV IN=868.41 (W)
DOMESTIC WATER SERVICE BUILDING CONNECTION
VERIFY INVERT, MATERIAL, AND LOCATION WITH MEP PLANS
20
'
W
A
T
E
R
M
A
I
N
EA
S
E
M
E
N
T
2
0
'
W
A
T
E
R
M
A
I
N
E
A
S
E
M
E
N
T
20' WATERMAIN
EASEMENT
102 LF OF 8" PVC @ 2.00%
68 LF
O
F
8
"
P
V
C
@
2
.
0
0
%
12" 45° BEND
12" 45° BEND
12" DIP
I
I
I
I
12"X6" TEE
SANITARY SEWER SEPTIC CONNECTION
RIM=870.74
8" INV IN=869.97 (SW)
I
I
12" 45° VERTICAL BEND
12" DIP
12" 45° VERTICAL BEND
12" DIP
12" BLOWOFF VALVE
12
"
D
I
P
12" 45° BEND
12" 45° BEND
6" DIP
6" GV
12"X6" TEE
900
905
901902
903
904
906
907908
909
890
88
6
8
8
7
8
8
8
8
8
9
89
0
88
6
88
7
88
8
88
9
89
1
89
2
89
3890890
89
5
89189289389
4
90
5
90
6
90
7
90
8
90
9
8
9
6
89
6
897
8
9
7
ELEVATION 887.5 FROM CITY
OF ROSEMOUNT AS BUILTS
STA: 265+00
CONTRACTOR TO FIELD
VERIFY ELEVATION,
MATERIAL, AND LOCATION
ELEVATION 881.5 FROM CITY OF
ROSEMOUNT AS BUILTS
STA: 259+40
►►►►
►►►►►►
►
►
►
►
►
►
RAISE HYDRANT TO
FINISH GRADE
SHEET NUMBER
12/20/20231
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
WA
S
P
R
E
P
A
R
E
D
B
Y
M
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O
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U
N
D
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M
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D
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CHECKED
Pl
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D
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:
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2
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2
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2
0
2
3
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:
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:
,
x
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,
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193806006
73
3
M
a
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A
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e
,
S
u
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1
0
0
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a
p
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N
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5
4
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2
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.
s
t
a
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t
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c
.
c
o
m
STANTEC
SAG
SAG
DML
DML
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
MI
N
N
E
S
O
T
A
.
SITE PLAN REVIEW
APPLICATION
( IN FEET )
GRAPHIC SCALE
0
1 inch = 40 ft.
40 8040
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING SANITARY MANHOLE
EXISTING CLEANOUT
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING STORM SEWER INLET
EXISTING FLARED END SECTION
EXISTING HYDRANT
EXISTING WATER VALVE
WV
DYH
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
►►►►STORM SEWER
►►SANITARY SEWER
I I WATERMAIN
STORM MANHOLE
STORM CATCH BASIN
SANITARY MANHOLE
HYDRANT
GATE VALVE
FLARED END SECTION
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
C-401
UT
I
L
I
T
Y
P
L
A
N
Page 176 of 221
DOYLE PATH
COURTHOUSE BLVD (TRUNK HIGHWAY NO. 55)
TR
U
C
K
S
C
A
L
E
V
A
N
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
EXISTING BUILDING
FFE: 897.67
PROPOSED BUILDING
FFE: 897.67
CANOPY COVERED
STORAGE AREA
27,930 SF
20' WATERMAIN
EASEMENT
►
►
►
►
►
►
►
►
►►►►
►
►
►
►
►
►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►►►►►
►►►►►►►►►►►►►►►►►►►►
►►►►►►►►►►
►►
►►
►►
►►
►►
►►►►►►►►►►►►
►►
►►
►►
►►
►►
►►
►►
►►
►
►
►
►
►
►
►
►
►
►
►
►
►
►
►►
895
9
0
0
893894
896897898899
9
0
1
90
2
902
903
9
0
3
904
90
4
90
7
908
909
890
89
5
89
5
886
887
888889891892893
89
4
89
4
89
6
89
6
89
7
89
7
I
I
I
I
I
I
3'-0" LANDSCAPE MAINTENANCE STRIP EDGER, TYPICAL
►►
I
I
I
ROCK MULCH
WOOD MULCH
EDGER, TYP.
►►►►►►
►
►
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SHEET NUMBER
12/20/20231
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
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STANTEC
SAG
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S
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L
E
N
G
I
N
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R
MI
N
N
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S
O
T
A
.
SITE PLAN REVIEW
APPLICATION
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
L-101
LA
N
D
S
C
A
P
E
P
L
A
N
ZONED: IP - INDUSTRIAL PARK
1.1 TREE PER 3,000 SF LAND AREA: 77,914 SF
1.1.TOTAL TREES REQUIRED:26
1.2.TOTAL TREES PROPOSED 26
2.1 FOUNDATION PLANTING PER 10 LINEAR FEET OF BUILDING: 1,430 LF
2.1.TOTAL PLANTS REQUIRED:143
2.2.TOTAL PLANTS PROPOSED:146
3.VEGETATIVE SCREENING OF INDUSTRIAL STORAGE: PROVIDED
MUNICIPAL CALCULATIONS
1.SEE SHEET L-801 FOR DETAILS, NOTES AND PLANT SCHEDULE.
NOTES
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
ROCK MULCH,
SEE LANDSCAPE NOTES
LOW MAINTENANCE TURF,
SEE TURF RESTORATION NOTES
WA
S
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A
Page 177 of 221
DOYLE PATH
D
O
Y
L
E
P
A
T
H
COURTHOUSE BLVD (TRUNK HIGHWAY NO. 55)COURTHOUSE BLVD
CH
I
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A
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&
N
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T
H
W
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N
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A
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L
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D
PROPOSED 67,000
SF BUILDING
LOADING
DOCK
TRUCK WAITING AREA
TR
U
C
K
S
C
A
L
E
V
A
N
COVERED INGOT
COOLING AREA
X
X
X
X
X
EXISTING BUILDING
FFE: 897.67 PROPOSED BUILDING
FFE: 897.67
FFE SW: 897.17
CANOPY COVERED
STORAGE AREA
27,810 SF
Refe
r
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n
c
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P
o
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n
t
N
o
r
t
h
=
F
G
T
+
4
0
1
=
C
W
P
+
4
0
1
=MF2
+401
7
8
4
0
1207
0
5487
4
3
7
7
INC
O
M
E
R
INCO
M
E
R
ESTIMATED PERVIOUS
AREA: 14.90 ACRES
ESTIMATED IMPERVIOUS
AREA: 19.5 ACRES
ESTIMATED PERVIOUS
AREA: 1.46 ACRES ESTIMATED PERVIOUS
AREA: .51 ACRES
SHEET NUMBER
12/20/20231
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
WA
S
P
R
E
P
A
R
E
D
B
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3
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STANTEC
SAG
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S
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A
L
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N
G
I
N
E
E
R
MI
N
N
E
S
O
T
A
.
SITE PLAN REVIEW
APPLICATION
( IN FEET )
GRAPHIC SCALE
0
1 inch = 100 ft.
100 200100
LEGEND
PERVIOUS AREA
IMPERVIOUS AREA
EX-1
IM
P
E
R
V
I
O
U
S
A
R
E
A
E
X
H
I
B
I
T
ESTIMATED PERVIOUS AREA = 16.87 AC = 46%
ESTIMATED IMPERVIOUS AREA = 19.5 AC = 54%
Page 178 of 221
Spectro Alloys
Rosemount, MN 01-18-2024
32
2
7
3
1
0
0
Concept Rendering
EXISTING
INGOT FACILITY
PROPOSED
BUILDING
EXISTING CMU
BUILDING TO REMAIN
PROPOSED CANOPY
COVERED STORAGE AREA
HIGHWAY
5
5
Page 179 of 221
A3.22
A3.1
A3.1
A3.2
1
2
1
1
1
3 4 5 6
6
7 8
8
B
C
D
E
F
9
9
A
2
4.5 5.3 6.9
7.97.1
E.1
D.1
D.9
E.9
CANOPY COVERED STORAGE AREA
EXISTING CMU
BUILDING TO
REMAIN
PROPOSED BUILDING
308' - 8 1/2"
32
2
'
-
4
1
/
2
"
Opus Design Build, L.L.C.
10350 Bren Road West
Minnetonka, MN 55343-0110
952-656-4444
Opus AE Group, L.L.C.
10350 Bren Road West
Minnetonka, MN 55343-0110
952-656-4444
SHEET TITLE
SHEET NUMBER
PL
O
T
D
A
T
E
:
PROJECT
PROJECT NUMBER
DRAWN BY
CHECKED BY
PROJECT MANAGER
DATE
PROJECT ADDRESS
1/
1
8
/
2
0
2
4
1
1
:
1
8
:
3
5
A
M
CONCEPT FLOOR PLAN
A2.1
SPECTRO ALLOYS
13220 DOYLE PATH
ROSEMOUNT, MN 55068
32273100
JW
PN/JW
RG
01/18/24
1" = 30'-0"1 LEVEL 1
ISSUE RECORD
12/21/2023 CITY SITE PLAN REVIEW
01/18/2024 CITY SITE PLAN REVIEW
Page 180 of 221
LEVEL 1
100' -0"
T.O.D. LOW POINT S
158' -10"
1 3 4 5 6 7 8 924.5 5.3 6.9 7.97.1
1 2 3 4 8
9
13,000
GALLON
WATER
TANK
EXISTING CMU BUILDING TO REMAIN
CONCRETE WALL FOR
STORAGE AREA
161' - 4"
PE
R
C
E
I
V
E
D
H
E
I
G
H
T
A
B
O
V
E
G
R
A
D
E
55
'
-
1
"
175' - 10"+/-
LEVEL 1
100' -0"
T.O.D. LOW POINT S
158' -10"
DOCK GRADE
96' -0"
B C D E FAE.1D.1 D.9 E.9
T.O.D. LOW POINT N
136' -2"
WT BASE
86' -2 1/2"
1
2
3 84
657
3 8
EXISTING CMU BUILDING TO REMAIN
Opus Design Build, L.L.C.
10350 Bren Road West
Minnetonka, MN 55343-0110
952-656-4444
Opus AE Group, L.L.C.
10350 Bren Road West
Minnetonka, MN 55343-0110
952-656-4444
SHEET TITLE
SHEET NUMBER
PL
O
T
D
A
T
E
:
PROJECT
PROJECT NUMBER
DRAWN BY
CHECKED BY
PROJECT MANAGER
DATE
PROJECT ADDRESS
1/
1
8
/
2
0
2
4
1
1
:
1
8
:
3
7
A
M
CONCEPT ELEVATIONS
A3.1
SPECTRO ALLOYS
13220 DOYLE PATH
ROSEMOUNT, MN 55068
32273100
JW
PN/JW
RG
01/18/24
1/16" = 1'-0"1 SOUTH ELEVATION
1/16" = 1'-0"2 WEST ELEVATION
ISSUE RECORD
12/21/2023 CITY SITE PLAN REVIEW
01/18/2024 CITY SITE PLAN REVIEW
3 BIRSDEYE PERSPECTIVE
PRECAST CONCRETE PANEL
DARK GRAY EXPOSED AGGREGATE
(MATCH EXISTING INGOT FACILITY)
PRECAST CONCRETE PANEL
LIGHT GRAY EXPOSED AGGREGATE
(MATCH EXISTING INGOT FACILITY)
VISION GLASS
CLEAR
ANODIZED ALUMINUM WINDOW FRAME
BLACK
PREFINISHED METAL PARAPET CAP,
OVERHEAD DOORS, PEDESTRIAN DOORS
DARK GRAY
EXTERIOR FACADE PRIMARY MATERIALS
KEYNOTE LEGEND
PRECAST CONCRETE PANELS:
01 - DARK GRAY EXPOSED AGGREGATE (MATCH EXISTING INGOT FACILITY)
02 - LIGHT GRAY EXPOSED AGGREGATE (MATCH EXISTING INGOT FACILITY)
03 - UNIFORM RIB FINISH
---------
04 - VISION GLASS IN ANODIZED ALUMINUM FRAME
05 - INSULATED OVERHEAD DRIVE-IN DOOR
06 - INSULATED OVERHEAD DOCK DOOR
07 - INSULATED PEDESTRIAN DOOR
08 - PREFINISHED METAL PARAPET CAP
09 - PREFINISHED METAL CANOPY
Page 181 of 221
LEVEL 1
100' -0"
DOCK GRADE
96' -0"
1345678924.55.36.97.9 7.1
EXISTING CMU BUILDING TO REMAIN
GRADE LINE BEHIND
4' - 0" CAST-IN-PLACE CONC.
RETAINING WALL BEHIND
WT BASE
86' -2 1/2"
12843
9
13,000
GALLON
WATER
TANK
LEVEL 1
100' -0"
T.O.D. LOW POINT S
158' -10"
DOCK GRADE
96' -0"
BCDEF A
MEZZANINE
112' -0"
E.1 D.1D.9E.9
T.O.D. LOW POINT N
136' -2"
WT BASE
86' -2 1/2"
1
28
3 4
43
6 79
13,000
GALLON
WATER
TANK
1/16" = 1'-0"1 NORTH ELEVATION
1/16" = 1'-0"2 EAST ELEVATION
Opus Design Build, L.L.C.
10350 Bren Road West
Minnetonka, MN 55343-0110
952-656-4444
Opus AE Group, L.L.C.
10350 Bren Road West
Minnetonka, MN 55343-0110
952-656-4444
SHEET TITLE
SHEET NUMBER
PL
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:
PROJECT
PROJECT NUMBER
DRAWN BY
CHECKED BY
PROJECT MANAGER
DATE
PROJECT ADDRESS
1/
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2
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1
1
:
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A
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CONCEPT ELEVATIONS
A3.2
SPECTRO ALLOYS
13220 DOYLE PATH
ROSEMOUNT, MN 55068
32273100
JW
PN/JW
RG
01/18/24
ISSUE RECORD
12/21/2023 CITY SITE PLAN REVIEW
01/18/2024 CITY SITE PLAN REVIEW
3 NORTHWEST 3D CONCEPT MASSING 4 NORTHEAST 3D CONCEPT MASSING 5 SOUTHEAST 3D CONCEPT MASSING
KEYNOTE LEGEND
PRECAST CONCRETE PANELS:
01 - DARK GRAY EXPOSED AGGREGATE (MATCH EXISTING INGOT FACILITY)
02 - LIGHT GRAY EXPOSED AGGREGATE (MATCH EXISTING INGOT FACILITY)
03 - UNIFORM RIB FINISH
---------
04 - VISION GLASS IN ANODIZED ALUMINUM FRAME
05 - INSULATED OVERHEAD DRIVE-IN DOOR
06 - INSULATED OVERHEAD DOCK DOOR
07 - INSULATED PEDESTRIAN DOOR
08 - PREFINISHED METAL PARAPET CAP
09 - PREFINISHED METAL CANOPY
Page 182 of 221
Page 183 of 221
Page 184 of 221
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
From: Amanda Sachi, PE
Kendra Fallon, PE
Kris Keller, PE
Date: January 15, 2024
Re: Spectro Billet – 2024 Expansion
Engineering Review
WSB Project No. 024362-000
We have reviewed the documents provided by Stantec on December 20, 2023. Documents
reviewed include:
•Spectro Billet Expansion - Preliminary Site Construction Drawings, dated 12/20/23
Additional redline comments are provided on the submitted civil plans. Applicant should provide
responses to each comment and redline comment. We offer the following comments below.
Engineering Review:
1. General
a. The project consists of the expansion of the existing facility. The new addition is
70,000 sf to the existing 10,000 sf building.
b. The expansion also includes adding a 28,000 sf canopy-covered storage area.
2. Site Demolition Plan
a. Show the water and sanitary sewer services to the existing building
b. There appears to be an existing utility pedestal near the proposed northwest
entrance that will need to be relocated
c. Call out the existing easement crossing the lot that will need to be vacated as part
of the building expansion construction
3. Site Plan
a. There is a permanent landing, sidewalk, and stairs proposed in the watermain
easement on the east side of the building.
4. Grading Drainage and Erosion Control Plan
a. Clarify the transitional grades around the perimeter of the building and site.
i. The northwest corner and east side of the building are shown as having
considerable exposed foundation relative to the 897.67 FFE
1. Maintain frost protection with construction
ii. Conversely the south side of the building is shown as burying the building
with 8-10’ of material
Page 185 of 221
Spectro Billet – 2024 Expansion Engineering Review
January 15, 2024
Page 2
iii. Describe what is creating the 8-10’ grading transition around the parking
and canopy covered storage areas
b. There appears to be a low point that does not drain at the northeast corner of the
site on the south side of the road. Show the path of drainage and consider
installing a catch basin to intercept surface flow.
c. The drainage is proposed to run along the south edge of the roadway on Doyle
Path. Consider installing curb to prevent wear and erosion.
5. Utility Plans
a. Fire official to review fire coverage and emergency access
b. Provide the material grade proposed for all pipe segments
c. Label the septic tank as proposed or existing
d. Clarify whether a new structure is proposed at EX SSWR CO 03 northeast of the
site
e. Update the watermain linework in the profile to reflect the correct elevations
f. Show the existing gate vale just southwest of the existing blowoff hydrant
assembly
g. Update the existing and finished grades in the watermain profile
h. Eliminate the proposed blowoff valve by connecting closer to the existing blowoff
hydrant assembly
i. Show minimum 7.5’ of cover over watermain
j. Use RCP pipe for storm sewer under the roadway
6. Details & Specifications
a. No comments.
7. Landscape Plan
a. No comments.
Page 186 of 221
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: January 23, 2024
Tenative City Council Meeting: February 20, 2024
AGENDA ITEM: Request by Maplewood Development for Amber
Fields 15th Addition preliminary and final plat
approval to create 167 single-family lots.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.d.
ATTACHMENTS: Site Location, Original Master Plan, Preliminary
Plat, Final Plat, Phasing Plan, Utility Plan, Landscape
Plan, Engineer's Memo dated January 15, 2024,
Parks and Recreation Director's Memo dated
January 17, 2024
APPROVED BY: AK
RECOMMENDED ACTION: Motion to recommend the City Council approve the Amber Fields
15thAddition Preliminary Plat and Final Plats, subject to the following conditions:
A. Execution of a Subdivision Agreement.
B. The plat shall be updated to provide a connection to a future 155th Street south of the plat
area.
C. The applicant shall work with public works to address snow storage in the northeast corner of
the plat area.
D. Submittal of a landscaping surety in the amount of $69,300
E. Conformance with all requirements of the City Engineer as detailed in the attached
memorandum dated January 15, 2024.
F. Conformance with all requirements stated within the Dakota County Plat Commission
Memorandum.
G. Compliance with the conditions and standards within the Parks and Recreation Director’s
memorandum dated January 17, 2024.
H. Payment of trunk area charges in the amount of:
1. Sanitary Sewer Trunk Charge: $1,075/acre
2. Watermain Trunk Charge: $6,500/acre
3. Storm Sewer Trunk Charge: $6,865/acre
BACKGROUND
Owner Earl Street Partners II, LLC.
Preliminary Plat Acres 77.58 acres
Met Council Net Acres 77.58 acres
Residential Lots Created 167 single-family lots
Gross Density 2.15 units per acre
Page 187 of 221
Net Density 2.7 units per acre
Comp Plan Guidance MUR-Mixed Use Residential
Current Zoning R1 PUD-Low Density Residential Planned Unit Development
Surrounding Land Uses
North Mixed Use Residential
East Low Density Residential
South Agricultural Research
West Mixed use Residential
The Planning Commission is being asked to consider a request by Maplewood Development for
approval of the preliminary and final plats of Amber Fields Second Addition and a major amendment to
the Amber Fields Planned Unit Development to create 267 single family lots. The lots created will be
traditional single family lots with widths of 65’. The applicant’s proposed final plat encompasses the
first phase of development within the preliminary plat area and includes 76 lots. Land in the western
portion of the preliminary plat area is being platted as outlots for future development. That area was
initially reserved for a future school site, but the most recent conversations with the developer indicate
that the district will not be acquiring the land for a school as the acreage needed is much higher than
what is available at that site. When a final plat application is submitted for this area, a rezoning of that
site will be needed to accommodate residential development. It should be noted that staff and the
Planning Commission have been aware of some fluidity in the placement of different residential
products within Amber Fields, which is evidenced in the PUD amendments that have come before the
commission over the course of the development of the site. None of the adjustments to the
development patterns within Amber Fields have been unexpected or greatly out of line with the
intended overall development of the 435 acre site.
Based on staff’s calculations, the additional units will not cause the site to exceed the maximum
density of the land guided for MUR. The proposed plat meets the lot standards of the R1-Low Density
Residential zoning district and the Amber Fields Planned Unit Development. Staff is recommending
approval of the preliminary and final plats, subject to the conditions included in the recommended
action and the Engineers Memo dated January 15, 2024
HISTORY
The developer received Planned Unit Development approval with rezoning from the City Council at its
September 7, 2021 meeting. The Planned Unit Development anticipated a total of 265 traditional 65’
wide single-family lots, 366 55’ wide villa (detached townhome) and single-family lots, as well as 596
townhome lots. These are in addition to various multi-family and senior housing projects within
Amber Fields. Since the original approval, several amendments to the PUD have been approved to
shift where the different home types are located. The proposed preliminary plat is generally consistent
with the original PUD, with some minor reconfiguration of the roadways. With this current request,
the developer is proposing 167 65’ wide single-family lots. This is a slight decrease of 5 units from
what was shown in the original development plan for this area.
ISSUE ANALYSIS
Legal Authority
Page 188 of 221
Preliminary and Final Plat requests are quasi-judicial decisions for the Planning Commission, meaning
that the Planning Commission is acting as a judge to determine if the regulations within the
Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. If the
proposed plats meet the standards and requirements of the zoning ordinance and associated Planned
Unit Development, they should be approved.
General Subdivision Design
The preliminary plat area is located on the easternmost portion of the Amber Fields development area,
south of Dakota County College. It is bound on the west by Akron Avenue and surrounded on the
north, east and south by land owned by the University of Minnesota. Main access into the site will be
from two streets that intersect Akron Avenue, shown on the plat as Roads A and B. Road B extends
east from Akron where it curves up to connect with Road A in the northeast portion of the plat area.
Because Akron Avenue is a County road, access onto it will limited in the future when Akron is
extended as County Road 73, and only right in and right out maneuvers will be allowed where Road B
intersects Akron Avenue. Staff is recommending the developer provide a connection to a future 155th
Street immediately south of the site to allow full access onto Akron Avenue when that road is
constructed. The street plan also includes two shorter north/south roads (D and F) that connect Roads
A and B, and another street that connects D and F. Temporary cul-de-sacs will be constructed at the
eastern termini of Roads A and B until the second phase of this portion of Amber Fields is developed.
Land Use and Zoning
The site is designated for MUR-Mixed Use Residential land use, which can include a range of housing
types, from single-family homes on traditional sixty-five foot lots to townhomes. The zoning district in
which the preliminary plat is located is R1-Low Density Residential. The Amber Fields Planned Unit
Development Agreement includes several deviations from the Zoning Ordinance. In addition to
dimensional standards, the table below compares the proposed preliminary plat to the standards of
the Amber Fields PUD.
Category Required (Amber Fields PUD) Amber Fields 15th Addition
Min. Lot Area (sf) 5,400 (interior)
7,200 (corner)
8,450
Min. Lot Width 45 ft. (interior)
55 ft. (corner)
65 ft.
Min. Front Yard Setback 25 ft 25 ft.
Min. Side Yard Setback 10 ft. dwelling/5 ft. garage/20 ft.
corner
10 ft. dwelling/5 ft. garage/20 ft.
corner
Min. Rear Yard Setback 20 ft. 30 ft.
The Amber Fields PUD also includes a deviation from the maximum lot coverage as follows: The
maximum lot coverage shall be fifty-five percent (55%) for lots less than 8,000 square feet, fifty percent
(50%) for lots between 8,000 and 9,000 square feet, forty-five percent (45%) for lots between 9000
Page 189 of 221
and 10,000 square feet, and forty percent (40%) for lots over 10,000 square feet. This standard will be
reviewed as part of the building permitting process to ensure compliance.
Phasing
The applicant has provided a phasing plan that shows development initially occurring in the central
portion of the preliminary plat just east of the outlots. This area also contains some single-family lots
in the northern portion of the site. As development continues, Roads A and B will be extended with
the second phase of development with contains the remainder of the lots. At that point, Road B will
connect with Road A.
Street and Sidewalk System
There are two access points into the preliminary plat area where Roads A and B intersect Akron
Avenue. Additional local roads are located internally to the preliminary plat area connect with Roads A
and B. Staff is recommending the addition of a connection to the southern boundary of the
preliminary plat area to allow access to a future 155th Street since access onto Akron will be limited.
Sidewalks are provided on at least one side of all streets in accordance with City policy.
Parks
The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields 15th
Addition as part of the overall Master Development Plan to consider the multiple playgrounds and
extensive open space within the development. The parks dedication for the 15th Addition will be met
through developer installed improvements as outlined in the subdivision agreement. The street and
sidewalk system within the preliminary plat provides direct access to the trails and parks. The
Vermillion Highlands Regional Greenway is identified in the City’s Parks Master Plan as being in this
area. The developer should work with the County to accommodate that trail. The County has
indicated a willingness to acquire their required ROW using Met Council funds and has begun a
dialogue with the developer.
Landscaping and Tree Preservation
The applicant’s landscape plan provides one tree per interior lot and two on every corner lot, which
meets the planting requirement of the landscape ordinance. The applicant’s plan also provides
additional trees around the stormwater basin in the northern portion of the plat area. A tree inventory
was conducted for the overall Amber Fields development area, and a total of 1,983 caliper inches of
trees were identified for replacement following the formula laid out in the City Code. So far, 462.5
inches have been provided as replacement, and the additional trees in this addition amount to 82.5
additional inches of mitigation for an overall total of 1,438 caliper inches remaining to be replaced.
Staff has discussed this with the developer who has indicated the planting schedule for the open area
in the center of the Amber Fields development will contain plantings in excess of that required by the
tree preservation ordinance.
A landscaping surety equal to 110% of the cost of the trees to be planted on the site must be
submitted. For the 210 trees shown on the landscaping plan, that amount totals $69,300 for the entire
preliminary plat area.
Utilities
Page 190 of 221
The site is served by water and sanitary sewer located within Akron Avenue. Stormwater is managed
on site, which differs from previous Amber Fields additions located west of Akron Avenue. In that
portion of Amber Fields, all stormwater is managed within the large open space central to the site.
Storm sewers in Amber Fields 15th Addition carry water to the basin located in the north portion of
the preliminary plat area. Engineering staff reviewed the proposed preliminary and final plat and
provided a memorandum with comments generally related to plan details. No changes to the overall
plan for the preliminary plat are called for, although the previously described connection to the future
155th Street should be accommodated.
Final Plat
The final plat contains the residential parcels and dedicated right of way. Additionally, the final plat
contains four outlots. Outlot A encompasses the stormwater pond in the northern portion of the plat
area. Outlots B and C contain land for future development in the western portion of the preliminary
plat area that had originally been conceived as a potential school site. Outlot D is land being held for
the second phase of this part of Amber Fields. The final plat is consistent with the preliminary plat
provided by the applicant. Conversations staff has had with the developer regarding a connection to a
future 155th Street indicate that such a connection will occur east of the final plat area where Road B
curves north to connect with Road A.
RECOMMENDATION
Staff is recommending approval of the preliminary and final plats, subject to conditions in the recommended
action and contained within the engineer’s memorandum dated January 15, 2024. This recommendation is
based on information provided by the applicant and reviewed in this report.
Page 191 of 221
Page 192 of 221
2 Amber Fields Master PlanDRAFT 8/20/21
Master Plan
UMore ParkUMore Park
30’15’0’
1”0’300’600’150’
Page 193 of 221
155TH ST. E.
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
SITE PLAN NOTES:LEGEND:
SINGLE FAMILY LOT DATA:
DENSITY CALCULATIONS:
TYPICAL 60' ROW ROAD SECTION
9
TYPICAL 65' LOT DETAIL
Page 194 of 221
AMBER FIELDS FIFTEENTH ADDITION
CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA
This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____
and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By:___________________________________________________________________
Mayor Clerk
COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of
_____________________, 20 ____.
_________________________________
Todd B. Tollefson
Dakota County Surveyor
BOARD OF COUNTY COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA
We do hereby certify that on the 24th day of October, 2023 the Board of Commissioners of Dakota County, Minnesota approved this plat of AMBER
FIELDS FIFTEENTH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the
Dakota County Contiguous Plat Ordinance.
_________________________________________________________________
Chair, County Board County Treasurer - Auditor
KNOW ALL PERSONS BY THESE PRESENTS: That Earl Street Partners II, LLC, a Minnesota limited liability company, owner of the following described property:
Outlots R, S, T and U, AMBER FIELDS according to the recorded plat thereof, Dakota County, Minnesota.
Has caused the same to be surveyed and platted as AMBER FIELDS FIFTEENTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage
and utility easements as created by this plat.
In witness whereof said Earl Street Partners II, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _________ day of
_____________________, 20 ____.
Signed: Earl Street Partners II, LLC
by ___________________________________________
Mario J. Cocchiarella, Chief Manager
STATE OF MINNESOTA
COUNTY OF ____________________
This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Mario J. Cocchiarella, Chief Manager of Earl Street Partners II, LLC, a Minnesota
limited liability company, on behalf of the limited liability company.
________________________________________
Signature
________________________________________
Printed Name
Notary Public, ___________County, Minnesota
My Commission Expires _________________
SURVEYORS CERTIFICATE
I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a
correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be
correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled
on this plat; and all public ways are shown and labeled on this plat.
Dated this ___________ day of _____________________ , 20 ____.
_________________________________________
Daniel Ekrem, Licensed Land Surveyor
Minnesota License No. 57366
STATE OF MINNESOTA
COUNTY OF _____________________
This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by Daniel Ekrem.
________________________________________
Signature
________________________________________
Printed Name
Notary Public, ___________County, Minnesota
My Commission Expires__________________
OFFICIAL PLAT
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant
to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of _____________________, 20 ____.
_________________________________________, Director
Amy A. Koethe, Department of Property Taxation and Records
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that this plat of AMBER FIELDS FIFTEENTH ADDITION was filed in the office of the County Recorder for public record on this _________ day of
_____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats, Page______________________ , as Document
Number _______________________ .
_______________________________________
Amy A. Koethe, County Recorder
Page 195 of 221
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S89°42'13"E 1185.84
R=3225.00 L=1433.54
Δ=25°28'06"
C.Br g=S76°58'10"E C.=1421.76
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155TH ST E
AMBER FIELDS FIFTEENTH ADDITION
OFFICIAL PLAT
SITE
Page 196 of 221
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80.62 71.75 70.82 70.04 69.41 68.95 68.57 68.36 67.04 65.00 74.99 84.79
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L=74.19Δ=2°16'34"L=68.88Δ=2°06'47"L=68.88Δ=2°06'47"L=68.88Δ=2°06'47"L=74.18Δ=2°16'33"L=71.0 0
Δ=2°10'41"L=71.0 0
Δ=2 °10 '41"
L=5 9.51
Δ=1°4 9 '3 2 "
R=1867.68 L=652.35 Δ=20°00'45"
C.Brg=S79°43'05"E C.=649.04
R=1549.26 L=744.68 Δ=27°32'25"
C.Br g=S83°31'01"E C.=737.53
L=85.81Δ=3°10'24"
L=64.46Δ=2°23'02"L=63.79Δ=2°21'32"L=63.78Δ=2°21'32"L=63.78Δ=2°21'32"L=63.78
Δ=2°21'32"
L=6 3.7 8
Δ=2°21'3 2 "
L=6 3.7 8
Δ=2 °21'3 2 "
L =6 3 .7 8
Δ=2 °2 1'3 1"
L =6 7 .9 3
Δ=2 °3 0 '4 4 "
L =8 0 .0 1
Δ =2 °5 7 '3 2 "
L=69.71Δ=2°34'42"L=69.71Δ=2°34'41"L=69.70Δ=2°34'40"L=75.06Δ=2°46'33"L=6 9.69
Δ=2°34'38"
L=6 9.6 9
Δ=2 °3 4 '3 8 "
L =7 3 .5 6
Δ=2 °4 3 '14 "
L =8 1.7 4
Δ=3 °0 1'2 3 "
1
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0
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0
6
L=93.08Δ=3°10'35"
L=70.28Δ=2°23'53"L=69.14Δ=2°21'33"L=69.14Δ=2°21'33"L=69.14Δ=2°21'33"L=69.14
Δ=2°21'33"L=6 9.14
Δ=2 °21'3 3"
L=6 9 .14
Δ=2 °21'3 3 "
L=6 9 .13
Δ=2 °21'3 2 "
ROAD E
2
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R=1709.00 L=846.83Δ=28°23'27"C.Brg=S82°54'45"E C.=838.20
R=2027.68 L=738.74Δ=20°52'28"C.Brg=S79°17'14"E C.=734.66
S89°43'28"E 244.66
28
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R=1405.00 L=746.05 Δ=30 °2 5'2 6"C.Br g=S82°17'44"E C.=7 37.32
L=64.52Δ=1°47'48"L=63.93Δ=1°46'48"L=64.10Δ=1°47'06"L=71.70Δ=1°59'48"L=64.20Δ=1°47'16"L=64.20Δ=1°47'16"L=64.20Δ=1°47'16"L=64.20Δ=1°47'16"L=6 4.23
Δ=1°47'19"L=6 4.20
Δ=1°47'16 "
L=6 4.2 0
Δ=1°4 7 '16 "
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0
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84.7775.0065.0024.76
19.75 67.00 73.02 80.00
L=84.09Δ=2°24'42"
L=70.53Δ=2°01'22"L=70.56Δ=2°01'25"L=70.52Δ=2°01'22"L=70.54Δ=2°01'24"L=70.54Δ=2°01'23"L=70.54
Δ=2°01'23"L=70.5 4
Δ=2°01'23"
L=7 0.5 4
Δ=2 °01'2 3"
L=4 9 .7 7
Δ=1°2 5 '3 9 "
L=88.77Δ=2°55'29"
L=69.03Δ=2°16'27"L=64.09Δ=2°06'42"L=64.09Δ=2°06'42"L=64.09Δ=2°06'42"L=69.02Δ=2°16'27"L=6 6.07
Δ=2°10'36"
L=6 6.0 7
Δ=2°10'3 6 "
L=6 6 .0 7
Δ=2 °10 '3 6 "
L =6 6 .0 7
Δ=2 °10 '3 6 "
L =7 1.5 7
Δ=2 °2 1'2 9 "
L =7 4 .4 4
Δ=2 °2 7 '0 9 "
L =7 6 .9 9
Δ=2 °3 7 '3 8 "
L =8 0 .0 1
Δ=2 °4 3 '4 9 "
L=78.61Δ=3°12'22"
L=63.89Δ=2°36'19"L=63.89Δ=2°36'19"L=63.89Δ=2°36'19"L=68.80Δ=2°48'20"L=6 3.89
Δ=2°36'19"
L=6 3.8 9
Δ=2 °36 '19 "
L=6 7 .4 3
Δ=2 °4 5 '0 0 "
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Δ=2 °5 5 '3 1"
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75.26 73.04 80.92
L=78.23Δ=2°24'00"
L=95.83Δ=2°56'23"
L=65.96Δ=2°01'24"L=65.95Δ=2°01'23"L=65.96Δ=2°01'24"L=65.95Δ=2°01'24"L=65.95Δ=2°01'24"L=65.95
Δ=2°01'24"L=6 5.9 5
Δ=2°01'2 4 "
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=0°12'33"
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1
OFFICIAL PLAT
AMBER FIELDS FIFTEENTH ADDITION
Page 197 of 221
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
8
SINGLE FAMILY LOT DATA:LEGEND:
Page 198 of 221
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
27
LEGEND: UTILITY NOTES: SANITARY SEWER SCHEDULE:
Page 199 of 221
POND 7
NWL:903
10-DAY SNOWMELT: 913.27
100-YR HWL: 913.23
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733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
38
TREE PLANTING DETAIL1
LANDSCAPE NOTES:
REQUIREMENTS:
LANDSCAPE SCHEDULE: MITIGATION & LANDSCAPE
Page 200 of 221
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
Anthony Nemcek, Senior Planner
Jane Byron, Storm Water Specialist
From: Amanda Sachi, PE
Kendra Fallon, PE
Kris Keller, PE
Date: January 15, 2024
Re: Amber Fields 15th Addition – Phase 1 Final Plat Review
WSB Project No. 024360-000
We have reviewed the documents provided by Alliant Engineering on December 23, 2023.
Documents reviewed include:
•Amber Fields 15th Addition Preliminary Plat Civil Set, dated 12/18/23
•Amber Fields 15th Addition Final Plat Civil Set, dated 12/18/23
•Amber Fields 15th Addition Plat, dated 12/15/23
It should be noted that there are outstanding comments on other previously submitted portions of
the development that should be addressed.
Applicant should provide responses to each comment. We offer the following comments below.
Civil Comments:
1. General
a. Update street names when available.
b.Provide benchmark elevations on future construction plans.
2. Utilities
a.Install hydrant lead valves behind curb as shown in City Details
b.Provide minimum vertical 18" separation between watermain and storm sewer
i. Insulate when separation is less than 36"
ii. Reference City Detail W-7 for all watermain offsets
c.There is a gate valve shown in the watermain offset in the intersection of Road A
and Road F
i. Consider shifting the valve outside of the offset for consistency in valve
wrenches
d.Potential conflict with storm sewer main and water and sanitary sewer services
i. Offset and insulate water services crossing the storm sewer (minimum
18")
e.Install sanitary sewer structures after the last active sanitary sewer service
i. Lot 10 Block 2 cannot be active until upstream manhole is installed
Page 201 of 221
Amber Fields 15th Addition – Phase 1 Final Plat Review
January 15, 2024
Page 2
ii. Lots 11-13 Block 2 and Lots 10-12 Block 3 cannot be active until
upstream manhole is installed
f.Call out the proposed watermain fitting bends (maximum 45 degree) near the
connect to existing at the end of Road B
i. Show the gate valve at the connect to existing at the end of Road B
g.Consider eliminating the 2' drop in sanitary manhole (MH 30) due to the
increased maintenance hassle and shaping of the bench
3. Streets, Signage and Street Lighting
a. Street centerline grades should be a minimum 1.0%
4. Landscape
a. No comments at this time
Grading, Drainage, and Erosion Control Comments:
5. General
a. No comments
6. Ponds and Wetlands
a. The HWL of Pond 7 is noted as 913.06 on the storm profile shown on sheet 30,
but as 913.23 on the grading plans of the final plat plans. The last HydroCAD
modeling for Pond 7 received (dated 12/01/2022) had a HWL of 913.06 as noted
on the Phase 3 Mass Grading plans. If the stormwater management has
changed since that time an updated SWMP and proposed conditions HydroCAD
model should be provided for review.
i. Note the most recent HydroCAD model included 5.43 acres of
impervious for the area shown as future on the phasing plan. If additional
impervious is planned for that area and will be routed to Pond 7, updated
modeling and an updated SWMP should be provided confirming
stormwater management requirements are still being met.
ii. The internal weir wall of OCS 501 should be set at the Pond HWL and
the rim elevation for the OCS should be set higher than the HWL but
below the pond EOF to allow space above the weir wall within the
structure.
7. Emergency Overflow Routes:
a. No comments.
8. Retaining Walls:
a. No comments.
9. Erosion Control:
a. No comments.
10. Grading:
a. No comments.
Stormwater Management Plan:
1. General Storm Sewer Design
Page 202 of 221
Amber Fields 15th Addition – Phase 1 Final Plat Review
January 15, 2024
Page 3
a. Provide a catch basin drainage area map (including the area intended to drain to
the proposed stubs) along with storm sewer sizing calculations to confirm storm
sewer is sized for a 10-year storm event.
b. In the Phase 3 mass grading plans storm sewer was shown in the backyards of
Lots 32-41, Block 4 of Phase 2 for the 15th Addition, which is not currently shown
on the preliminary plat plans. Applicant should confirm where that drainage is
intended to be directed. Note that area was included in the SWMP as being
directed to Pond 7 for treatment.
c. Applicant should address the following concerns with the storm sewer from MH
402 to MH 401 to FES 400:
i. MH 401 is currently placed in the basin infiltration shelf for Pond 7.
ii. It is unclear where access for future maintenance will be for MH 401.
iii. Based on the profile it appears the pipe will be exposed for the last 50
feet prior to the FES.
d. Sheet piling will be required for FES 100 and FES 400 per City Standard plate
SD-8. The City standard detail should be added to the plans and sheet piling
should be noted for the aprons.
e. It is recommended an additional structure be placed in the roadway on the lot line
east of CBMH 403 to shift storm sewer from being so far into the City’s property.
f. Surfaces should be fixed on the profiles in between CB 305 to CBMH 304,
CBMH 200 and CBMH 201, and CBMH 201 to CBMH 202.
2. Water Quantity
a. No comments.
3. Rate/Volume Control
a. No comments.
4. Freeboard
a. The City requires 1.5 feet of freeboard between low lying area EOFs and building
opening elevations. This requirement was identified as not being met in the
following locations, but applicant should confirm freeboard is being met for all
proposed buildings:
i. Block 4, Lots 10, 11, 12, 25, 26, 27, 28, 29, 33 and 34 (in reference to
941.1 EOF on the north side of Road E)
ii. Block 6, Lot 1 (in reference to 938.16 EOF north of the lots)
5. Water Quality
a. No comments.
6. Easements
a. For storm sewer more than 10 feet deep, additional easement at a 1:1 depth to
width ratio is required on both sides of the storm sewer. Additional easement was
identified as being needed in the following locations however applicant should
confirm proper easement is being provided in all locations:
i. CB 256 to CBMH 255
ii. CBMH 232 to CBMH 231 to CBMH 230
iii. CBMH 202 to CBMH 201
b. Storm sewer from MH 402 to MH 401 is shown outside of easement. Note that
this storm sewer is also deeper than 10 feet and would require easement at a 1:1
depth to width ratio on both sides of the storm sewer.
Page 203 of 221
Amber Fields 15th Addition – Phase 1 Final Plat Review
January 15, 2024
Page 4
General
Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering
Guidelines and Standards. Infrastructure construction shall be completed in accordance with the
latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility
Construction.
Page 204 of 221
M E M O R A N D U M
To: Adam Kienberger, Community Development Director
Anthony Nemcek, Senior Planner
Julia Hogan, Planner
From: Dan Schultz, Parks and Recreation Director
Date: January 17, 2024
Subject: Amber Field 15th Addition
The Parks and Recreation Department recently reviewed the plans for the Amber Fields 15th
Addition. After reviewing the plans, the Parks and Recreation Department staff has the following
comments:
Parks Dedication
The parks dedication for the 15th addition will be met through developer installed improvements as
outlined in the subdivision agreement.
Regional Greenway
The Vermillion Highlands Regional Greenway is identified in the City’s Parks Master Plan as being
located in this area. The developer should propose how they will accommodate a 10-foot-wide
Regional Greenway Trail in the 15th addition.
Please let me know if you have any questions about this memo.
Page 205 of 221
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: January 23, 2024
Tenative City Council Meeting: February 20, 2024
AGENDA ITEM: Renewal of the Danner, Inc. Small Scale Mineral
Extraction Permit for 2024.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.e.
ATTACHMENTS: Site Location Map, Draft 2024 Mineral Extraction
Permit , 2023 Pit Status, Danner Final Grading and
Reclamation Plan, Aerials, Site photos
APPROVED BY: AK
RECOMMENDED ACTION: Motion to recommend the City Council renew the Danner, Inc. Small Scale
Mineral Extraction Permit for 2024, subject to the terms and conditions in the attached Draft 2024
Conditions for Mineral Extraction AND subject to the applicant verifying the lowest elevation within the
excavation area.
BACKGROUND
Applicant and Property Owner Marlon Danner of Danner Inc.
Location 4594 145th Street East - 1/2 mile east of Highway 52 and 1/4
mile south of County Rd 42
Area 75 Acres
Comp Plan Designation LDR-Low Density Residential; MDR-Medium Density
Residential; HDR-High Density Residential
Current Zoning AG-Agriculture
The Planning Commission is being asked to consider an application from Danner, Inc. requesting
renewal of their annual small-scale mineral extraction permit for the 2024 calendar year. The small-
scale mineral extraction operation is located at 4594 145th Street East in the eastern portion of the
City. Small Scale Mineral Extraction is permitted in the City as an Interim Use within specified areas,
and the permit for such uses expires after one year. The Danner site has been operating as a mine for
several years, and the request for renewal is consistent with similar renewals that have previously
been issued for the site.
Staff is not aware of any significant issues associated with site mining and haul-back since the last
review. Please note that the approved permit allows the applicant to perform grading work in the
northern portion of the site, outside the approved mining area. While this work is acceptable under the
terms of the permit, the applicant should ensure there is adequate fill and topsoil remaining for
reclamation of the mining site. After requesting a modification to the phasing of the grading work that
was ultimately approved by the City, the work commenced four years ago and has been part of the
ongoing mining and reclamation operation being conducted on the site. All such grading is taking place
in the “Phase 1” grading area adjacent to County Road 42. It does not appear that much, if any,
Page 206 of 221
additional material was placed in the Phase 1 fill area in 2023 and that area has been stabilized with
vegetation. The applicant did not provide an updated status map with their submittal materials, but
review and comparison of aerials between 2022 and 2023 show minimal changes to the site. Due to
this, staff does not find an updated map necessary to renew the permit. That being said, staff is
recommending the applicant verify that mining is not occurring below the 840’ elevation, in
conformance with the applicant’s permit.
BACKGROUND
The Danner operation extracted approximately 40,000 tons of sand and gravel in 2014 and
approximately 65,000 tons of material each year from 2015 through 2017. For 2018 and 2019, the
applicant reported the extraction of 60,000 tons of material and this was the case for 2020 as well.
2021 saw about 30,000 tons removed, and 22,000 tons were removed in 2022. With their 2023
renewal submittal, the applicant has noted that they expected to extract a larger amount than the
previous year with 60,000 cubic yards, but is reporting only 20,000 tons removed in 2023.
In addition to the excavation activity, Danner continues to import material to the site for future
reclamation. Over the past year, the applicant reports that there were 10,000 cubic yards of excess
material brought to the site from the applicant's South St. Paul yard. Testing of this material has not
been performed since 2018; at that time, the annual review included a report describing the testing
performed by Braun Intertec on this haul-back material in late 2016 and early 2017. Braun Intertec’s
testing found that the soils “meet the requirements of the 2014 Conditions for Small Scale Mineral
Extraction Permit for Danner and the Borrow Pit Reclamation Protocol, along with complying with the
MPCA guidance for Best Management Practices for the Off-Site reuse of Unregulated Fill.” The
material brought to the site over the past few years originated in the same stockpiles from Danner’s
South St. Paul yard. Given the relatively small amount of material brought to the site in recent years,
and the fact it was coming from the same location, there hasn’t been a sense of urgency to have
testing completed. Staff will work with the applicant to get that testing done in 2024 and a condition
in the permit has been updated to reflect that. Staff has previously asked that the haul-back from
recent years be maintained in one location so that testing of all material can occur.
Near map aerials indicate that active mining is continuing in the southerly portions of Phases One and
Two of the overall site. Based upon the plan and site inspection, stockpiling is occurring in the northern
portion of Phase One and Two or areas designated for future phases. The attached 2023 drawing
illustrates the area outlined in blue is a combination of stockpiling, circulation, and material handling
activity. This work area is greater than just the mining function.
The application previously stated that little restoration is occurring on the site due to stockpiling of
material. Staff recommended that some restoration work be completed in 2020 and 2021. The project
narrative indicates that some filling has been occurring on the southern property line, and the updated
aerial imagery for the property does show that restoration continues to be completed in the southeast
corner of the mine. In general, the City expects reclamation to occur as mining reaches the approved
elevations, and staff is recommending that this restoration continue in 2024. The applicant has started
to run out of room for excavation in the first two phases and will need to continue restoration work in
these phases while moving forward into Phase 3. Filling and sloping from east to west has been
occurring. An updated topographic survey was not submitted with the current request and staff does
not find a need for one to approve the renewal, although staff is recommending the renewal be
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conditioned on verifying the lowest elevation of the mine to confirm compliance with the
requirements of the applicant’s permit. The most recent survey noted that the lowest elevation of the
mine is at 839.8 feet, which is at the lowest elevation allowed in the permit.
During the previous reviews, staff noted that there was storage taking place on the property unrelated
to the mining activity. The permit was therefore updated in 2017 to limit the number of storage
trailers allowed on the property. Based on staff’s site visit in 2023 and evidence from recent air
photographs of the site, the applicant is following the requirement. Grading work is expected to
continue throughout 2023 and must adhere to the approved grading plan (as updated to reflect the
revised phasing plan). The intent of the grading is to create a level site with access from County Road
42 for future development. It is staff’s understanding that some of the material is from the mining site.
The property/owner will be expected to fulfill the reclamation plans using additional on-site material
or bring additional topsoil etc. from off site.
ISSUE ANALYSIS
The subject property is zoned AG – Agriculture and meets or exceeds the applicable performance
standards for small scale mineral extraction. Small scale mineral extraction is listed as an interim use
within the Agriculture district. The table below details the current land use, zoning, and future land use
information for the surrounding properties. These properties are all currently zoned Agricultural or
Agricultural Preserve and are located within the 2030 or 2040 Metropolitan Urban Service Area
(MUSA). The 2040 Future Land Use Map anticipates a mixture of residential, business park, and
industrial uses in this area.
Surrounding Land Use and Zoning Information
Direction Current Land Use Zoning Guided Land Use
North Agriculture Agricultural BP – Business Park and LI – Light
Industrial
South Agriculture Agricultural
Preserve LDR – Low Density Residential
East Agriculture Agricultural LDR – Low Density Residential and MDR
– Medium Density Residential
West Agriculture/Mining Agricultural
LDR – Low Density Residential, MDR –
Medium Density Residential and HDR –
High Density Residential
Access to the Danner mine comes from County Road 42 via a gravel road along the eastern edge of the
property. This road is shared with the Bolander mine to the east. The applicant maintains a private
access agreement with the neighboring property to coordinate mining levels and allow continued
access to both the sites. The permit application notes that haul roads within the City will continue to be
County Road 42 to State Highway 52.
The annual renewal for mineral extraction permits includes a site inspection and consultation with the
Rosemount Police Department regarding any police activity. Police records noted no activity at (or calls
to) the subject property in 2023.
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RECOMMENDATION
Staff recommends renewal of the Small Scale Mineral Extraction Permit based upon a review of the
information submitted by the applicant, the mineral extraction standards in Section 11-10-4 of the City
Code, City Police records and the attached draft permit.
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Danner Mine
Property Information
0 1,750 3,500875 ft
0 525 1,050262.5 m
1:19,200
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification.Page 210 of 221
1
Mineral Extraction Permit
2024 Conditions for Small Scale Mineral Extraction Permit
DANNER, INC.
A Danner Inc., hereinafter referred to as the “Property Owner”, shall sign a written consent to these
conditions binding itself and its successors or assigns to the conditions of said permit.
B The property Owner shall comply with all terms of this permit as well as the standards for mineral
extraction listed in Section 11-10-04 of the City Code.
C This permit is granted for the area designated as the eastern half of Phase Two and the entire Phase One
(approximately 19.5 acres) on Exhibit A, Mineral Extraction Permit Status Map, which is attached hereto as
an exhibit. Regrading and reclamation is granted for the area designated Phase I on Exhibit A. Mineral
Extraction Permit dated 10-24-2016. Reclamation in Phase I should occur over the 2024 calendar year.
D The term of the permit shall extend from the date approved by the City Council until December 31, 2024
unless revoked prior to that for failure to comply with the permit requirements. An Annual Mining Permit
fee shall be paid to the City of Rosemount.
E All required permits from the State of Minnesota, County of Dakota and City of Rosemount (hereinafter
"City") or any of their agencies shall be obtained and submitted to the City prior to the issuance of the
permit. Failure by the Property Owner to comply with the terms and conditions of any of the permits
required under this paragraph shall be grounds for the City to terminate said mining permit.
F The final grading for the permit area shall be completed in accordance with the Final Reclamation Plan,
attached as Exhibit B, or as approved by the City Engineer, and any other conditions that may be imposed
by the City from time to time.
G All gravel trucks and other mining related traffic shall enter and exit the mining area from County State Aid
Highway 42. It shall be the Property Owner's responsibility to obtain any access permits or easements
necessary for ingress and egress. The location of the accesses and/or easements for ingress and egress
shall be subject to approval by the City, as well as the County Highway Department if any changes occur
relative to the mining process.
H A plan for dust control shall be implemented and subject to approval by the City. The Property Owner
shall clean dirt and debris from extraction or hauling operations related to the Mineral Extraction Permit
from streets. After the Property Owner has received 24-hour verbal notice, the City may complete or
contract to complete the clean-up at the Property Owner’s expense. In the event of a traffic hazard as
determined by the Public Works Director or Rosemount Police Department, the City may proceed
immediately to complete or contract cleanup at Property Owner’s expense without prior notification.
I The surface water drainage of the mining area shall not be altered so as to interfere, contaminate, or
otherwise affect the natural drainage of adjacent property.
J No topsoil shall be removed from the site and the Property Owner shall take necessary measures to
prevent erosion of the stockpiled topsoil. The location of the stockpiled topsoil shall be as indicated on
Exhibit A.
K Any costs incurred now or in the future in changing the location of existing public or private utilities
including but not limited to pipelines, transmission structures and sewer infrastructure located within the
permit area shall be the sole obligation and expense of the Property Owner.
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L All costs of processing the permit, including but not limited to planning fees, engineering fees and legal
fees, shall be paid by the Property Owner prior to the issuance of the permit. The Property Owner shall
reimburse the City for the cost of periodic inspections by the City Engineer or any other City employee for
the purpose of insuring that conditions of the permit are being satisfied. The Property Owner agrees to
reimburse the City for any other costs incurred as a result of the granting or enforcing of the permit.
M The daily hours of operation for the mining area shall be limited to 7:00 a.m. to 7:00 p.m. Monday through
Saturday, subject, however, to being changed by the City Council.
N The Property Owner shall deposit with the Planning Department a surety bond or cash escrow in the
amount of Seven Thousand Five Hundred Dollars per acre ($7,500.00/acre) of active phase in favor of the
City for the cost of restoration, regrading and/or revegetating land disturbed by mining activities and to
assure compliance with these conditions by the Property Owner. The required surety bonds must be:
(1) With good and sufficient surety by a surety company authorized to do business in the State of
Minnesota with the right of the surety company to cancel the same only upon at least thirty (30) days
written notice to the permit holder and the City.
(2) Satisfactory to the City Attorney in form and substance.
(3) Conditioned that the Property Owner will faithfully comply with all the terms, conditions and
requirements of the permit; all rules, regulations and requirements pursuant to the permit and as
required by the City and all reasonable requirements of the City Engineer, or any other City officials.
(4) Conditioned that the Property Owner will secure the City and its officers harmless against any and all
claims, or for which the City, the Council or any City officer may be made liable by reason of any
accident or injury to persons or property through the fault of the Property Owner.
(5) The surety bond or cash escrow shall remain in effect from January 1, 2024 to July 31, 2025.
Upon thirty (30) days’ notice to the permit holder and surety company, the City may reduce or increase
the amount of the bond or cash escrow during the term of this permit in order to insure that the City is
adequately protected.
O. The Property Owner shall furnish a certificate of comprehensive general liability insurance issued by
insurers duly licensed within the State of Minnesota in an amount of at least Five Hundred Thousand and
no/100 ($500,000.00) Dollars for injury or death of any one person in any one occurrence, bodily injury
liability in an amount of at least One Million Five Hundred Thousand and no/100 ($1,500,000.00) Dollars
and property damage liability in an amount of at least Two Hundred Fifty Thousand and no/100
($250,000.00) Dollars arising out of any one occurrence. The policy of insurance shall name the City as an
additional insured and shall remain in effect from January 1, 2024 to July 31, 2025.
P. The storage of equipment (unrelated to the sand and gravel mining and processing), manure, construction
debris, or hazardous materials of any kind shall not be permitted on site. The placement of construction
debris, manure, asphalt in any form or hazardous materials within the pit as fill shall be strictly prohibited.
Q. The Property Owner shall hold the City harmless from all claims or causes of action that may result from
the granting of the permit. The Property Owner shall indemnify the City for all costs, damages or
expenses, including but not limited to attorney's fees that the City may pay or incur in consequence of such
claims.
R. The Property Owner shall comply with such other requirements of the City Council as it shall from time to
time deem proper and necessary for the protection of the citizens and general welfare of the community.
S. Complete mining and reclamation is required in all phases before any additional mining is authorized.
Modifications or expansion of the mining areas must be approved in writing to the City. Property Owner
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3
shall submit to the City semiannually a written report indicating the amount of material extracted from the
site for the prior six-month period.
T. The Property Owner shall incorporate best management practices for controlling erosion and storm water
runoff as specified by the Minnesota Pollution Control Agency and the United States Environmental
Protection Agency.
U. Reclamation shall include the replacement of the entire stockpile of topsoil on the mined area, reseeding
and mulching necessary to re-establish vegetative cover for permanent slope stabilization and erosion
control. The minimum depth of topsoil shall not be less than two inches after reclamation. No restored
slopes may exceed a gradient of 25% or four to 1 (4:1).
V. The Property Owner must show how materials stockpiled for recycling will be processed and inform the
City of all stockpiled materials.
W. All recycling must be completed with the completion of the current phase and materials removed from the
site. No recycling processes shall be allowed to continue into subsequent phases.
X. The Property Owner may not assign this permit without written approval of the City. The Property
Owner will be responsible for all requirements of this permit and all City ordinances on the licensed
premises for the permit period unless the Property Owner gives sixty (60) days prior written notice to the
City of termination and surrenders the permit to the City. The Property Owner shall identify all Operators
prior to their commencement of mineral extraction-related activities in the pit area. The City shall have the
authority to cause all mineral extraction activities to cease at any time there is an apparent breach of the
terms of this Permit.
Y. The Property Owner shall install and maintain a “stock” gate (or equivalent) at the entrance to the property
where the mining operation is located. The gate must be secured at 7:00 p.m. and at any time the pit is not
in use.
Z. The fill area regrading and reclamation shall follow the procedures described in the Danner Inc. Borrow Pit
Reclamation Protocol Rosemount, Minnesota including a report submitted to the City describing the
quantities of material brought in, where the material came from, and the test result of the material. The
reports submitted shall describe the quantities of material brought in, where the material came from, and
the test results, including supporting analytical results of the materials.
AA.No gravel mining is permitted in the Fill Area as shown on Exhibit A.
BB.Mining to the elevation of 840 feet above mean sea level provided that the site is reclaimed to the elevation
shown on Exhibit A with haul-back, clean-fill material in accordance with the Danner Inc. Borrow Pit
Reclamation Protocol Rosemount, Minnesota. In no instance shall mining occur in the groundwater
aquifer.
CC. Blasting or the use of explosives is prohibited in the mining of the Danner gravel pit.
DD. The City of Rosemount shall have the ability to collect independent soil and water samples.
EE. The operator shall install and maintain “No Trespassing” signs consistent with the standards outlined in
Minnesota State Statute 609.605.
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FF. The operator is permitted to have two trailers for storage of items directly related to the operation of the
mine and mining equipment. Storage of more than two trailers would be a violation of the conditions of
the mining permit and could be cause for revocation of the approval.
GG. Testing of all haul-back material brought to the site shall be completed, and the results submitted to the
City, by May 1, 2024.
That Danner, Inc., Property Owner, hereby consents and agrees to the foregoing conditions of said mining
permit.
IN WITNESS WHEREOF, the Property Owner has hereunto set his hand this _____ day of
__________________, 20_____.
DANNER, INC.
By:__________________________________
Its: _________________________
STATE OF MINNESOTA )
) §
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ______day of _________________, 20___, by
__________________________________, on behalf of Danner, Inc., Property Owner.
______________________________________
Notary Public
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107221 PIT STATUS 2017
LANDSCAPE ARCHITECTS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of
2422 Enterprise Drive,Mendota Heights, MN 55120
(651)681-1914 Fax:681-9488
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS
Date
Designed
Drawn
Name
Reg. No. Date
OF
11-2-21
NAP
NAP 11DANNER, INC.
SOUTH ST. PAUL, MINNESOTA 55075
ROSEMOUNT PIT - CO. RD. 42
ROSEMOUNT, MINNESOTA
MINERAL EXTRACTION PERMIT
843 HARDMAN AVENUE SOUTH 2023 - STATUS
LOCATION MAP
LOWEST VERIFIED
ELEVATION: 839.8
1-20-23
LicenseState
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2023 2022
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