HomeMy WebLinkAbout08272024 Meeting
AGENDA
Planning Commission Regular Meeting
Tuesday, August 27, 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 July 23, 2024 Regular Meeting
5. OLD BUSINESS
a. Request by KJ Walk for approval of a PUD Final Site and Building Plan and a Major
Amendment to the Rosewood Commons Planned Unit Development Agreement to
allow for the construction of two commercial buildings with outdoor dining and a
drive-through facility.
6. PUBLIC HEARINGS
a. Request by Today's Life Childcare for a Site Plan Review
b. Request by Kwik Trip for approval of a PUD Final Site and Building Plan and a
Conditional Use Permit
c. Request by David Weekley Homes for a Variance from the Rear Yard Setback
Requirement for Principal Structures in the R-1 PUD - Low Density Traditional
Residential Planned Unit Development Zoning District.
d. Request by RGA Holdings, LLC to rezone 211 acres of land from AG-Agriculture to B2-
Employment.
e. Request by Independent School District 196 for approval of a rezoning, Conditional
Use Permit, Preliminary and Final Plats, Site Plan and Building Design Review, and a
Zoning Ordinance Text Amendment to allow for a school with various sports fields
and play areas to be built on site.
7. NEW BUSINESS
8. DISCUSSION
9. ADJOURNMENT
Page 1 of 308
ROSEMOUNT PLANNING COMMISSION
REGULAR MEETING PROCEEDINGS
JULY 23, 2024
CALL TO ORDER/PLEDGE OF ALLEGIANCE
Pursuant to due call and notice thereof a regular meeting of the Planning Commission was held
on Tuesday, July 23, 2024, at 6:30 PM. in Rosemount Council Chambers, 2875 145th Street
West.
Chairperson Kenninger called the meeting to order with Commissioners Reed, Rivera, Beadner,
Ellis, and Whitman. Commissioner Buggi was absent.
Staff present included the following: Community Development (CD) Director Kienberger and
Planner Hogan.
The Pledge of Allegiance was said.
ADDITIONS TO AGENDA
None.
AUDIENCE INPUT
Sally Wilkowske - 13579 Crossglenn Path Rosemount, MN 55068
CD Director Kienberger let Wilkowske know that she is welcome to the next City Council
meeting to discuss her concerns.
CONSENT AGENDA
a. Minutes of the June 25, 2024 Regular Meeting
Commissioner Whitman requested that a sentence be added under the Public Hearing item c.
stating, "Commissioner Whitman expressed concerns that there was not enough information
in the record to make a decision regarding whether the 'unique circumstances' criterion had
been met."
Motion by Kenninger Second by Reed Motion to approve the Consent Agenda with the modification to Item C. within the
Public Hearing Commissioner Comments. Ayes: 6.
Nays: None. Motion Carried.
OLD BUSINESS
PUBLIC HEARINGS
Page 2 of 308
a. Request by KJ Walk for approval of a PUD Final Site and Building Plan and a Major
Amendment to the Rosewood Commons Planned Unit Development Agreement to
allow for the construction of two commercial buildings with outdoor dining and a
drive-through facility.
Planner Hogan presented the Planned Unit Development (PUD) final site and building plan
and major amendment to the Rosewood Commons PUD for construction of two commercial
buildings. The major amendment would include deviations from the code related to
landscaping, exterior materials, and parking surface setbacks.
Commissioner Comments
Commissioner Reed asked if the use of the site is fixed or if the use can be changed, and
about any signage placed on the site. Planner Hogan shared that the use just needs to be a
permitted use under the MX-2 zoning district to be allowed within the site and buildings.
Hogan noted that the applicant will have to apply for separate sign permits to the City to
make sure the signage meets the requirements of the zoning district. Commissioner Whitman
verified with Planner Hogan that the signage would go through a separate review process, not
part of Planning Commission's approval. Commissioner Whitman asked for further
information to support the outdoor dining area and drive-through facility standards as a
condition of the applicant's approval. CD Director Kienberger deferred to the applicant to
expand upon the users of the site, site development plans, and to provide findings on the
required standards.
Chair Kenninger noted that the conditions were the same from last year's application, in
which Planner Hogan verified the submitted materials were the same as last year's
application from 2023. Chair Kenninger asked if there is an opportunity to re-evaluate the
parking needed, therefore not requiring the setback to be reduced to zero feet (0'). Hogan
deferred to the applicant for further information. Chair Kenninger and Commissioner Ellis
discussed the audible noise regulations with Planner Hogan as it pertains to the outdoor
restaurant patio. Commissioner Whitman shared his thoughts that there should be a design of
a menu board and its location to give the Planning Commission a better idea of how that may
impact standards. The Commission expressed they would like to see updated plans based on
staff requests made in 2023 and from this meeting, reduced or eliminated parking in the
north, additional landscaping, and the location of the menu board and speaker. CD Director
Kienberger shared that the item could be continued to allow staff and the applicant to
provide and make revisions to be presented at another future meeting. Commissioner Rivera
and Reed expressed that they would be comfortable continuing the item for revisions before
approval. Commissioner Whitman requested findings and facts that support all the standards
set forth in order for Planning Commission to review and approve the project.
The Public Hearing opened at 6:57 p.m.
Warren Israelson, KJ Walk Inc. - 6001 Egan Drive, Ste 100, Savage, MN 55378
Israelson discussed with the Planning Commission about minimum parking, required
landscaping, and the menu board location for the drive-through. The applicant shared that
there are two interested tenants in the eastern building and there is not an interested tenant
yet for the standalone sit-down restaurant. Israelson shared that the location of the drive-
through menu board is unknown, but there will only be one drive-through for one of the
restaurants.
Page 3 of 308
The Public Hearing closed at 7:12 p.m.
Motion by Kenninger Second by Reed
Motion to close the Public Hearing.
Ayes: 6.
Nays: None. Motion Carried.
Motion by Kenninger Second by Beadner
Motion to continue the Item to the August 27, 2024 Planning Commission Meeting.
Ayes: 6.
Nays: None. Motion Carried.
NEW BUSINESS
None.
DISCUSSION
CD Director Kienberger and the Planning Commission acknowledged and thanked CD
Technician Alysha Grant for her time working with the City before her next steps in her career.
Chair Kenninger shared that Frana was nominated as the Top Project of the Year and a finalist
for Contractor of the Year award. Kenninger discussed the next meetings planned for the
Commission.
ADJOURNMENT
There being no further business to come before the Planning Commission at the regular
meeting, the meeting was adjourned at 7:24 p.m.
Respectfully submitted,
Alysha Grant
Community Development Technician
Page 4 of 308
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: August 27, 2024
Tenative City Council Meeting: October 15, 2024
AGENDA ITEM: Request by KJ Walk for approval of a PUD Final Site
and Building Plan and a Major Amendment to the
Rosewood Commons Planned Unit Development
Agreement to allow for the construction of two
commercial buildings with outdoor dining and a
drive-through facility.
AGENDA SECTION:
OLD BUSINESS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 5.a.
ATTACHMENTS: Site Location , Updated Site Plan, Updated Grading
Plan, Updated Landscape Plan, Trash Encloser,
Lighting Plan, Architectural Elevations , Staff Report
from the July 23, 2024 Planning Commission
Meeting
APPROVED BY: AK
RECOMMENDED ACTION: Motion to continue the Planning Commission agenda item until the
Planning Commission Meeting on September 24, 2024.
BACKGROUND
UPDATE
The Planning Commission is being asked to continue its review of a multi-component application from
KJ Walk, Inc. to the next regular Planning Commission meeting on September 24, 2024. The applicant
had requested a PUD Final Site and Building Plan and Major Amendment to the Rosewood Commons
Planned Unit Development Agreement to allow for the construction of two commercial buildings with
outdoor dining and a drive-through facility. These requests were presented to the Planning
Commission at their regular meeting on July 23, 2024, where ultimately the Planning Commission
voted to continue the item until the August 27, 2024, meeting due to the need for additional
information and updating of submitted materials.
The Planning Commission requested the applicant update the submitted materials to reflect the
updated zoning code and additional detailed information that the Commission felt the submittal was
missing. They requested that the updated site plan show a decrease in parking stalls on site to reflect
the recently updated off-street parking requirements in the zoning code. The applicant was asked to
increase the parking lot landscaping due to the need for fewer parking stalls, eliminate or reconfigure
parking stalls on the northern end of the site to offset the 0-foot parking surface setback requirement
amendment that is being requested to the Rosewood Commons PUD agreement and removal of the
ash trees from the landscape plan. The Planning Commission also wanted to see an update in the uses
in the commercial buildings as off-street parking requirements are different for every use, location of
Page 5 of 308
the drive-through order board and an example of what the proposed order board would look like as
well as 3D renderings or more completed architectural elevations/visuals.
The applicant resubmitted an updated site plan, grading plan and landscape plan to city staff. The site
plan showed a decrease in parking stalls by 10 stalls but did not include an update on the primary uses
in the eastern commercial building on site. The drive-through area was shown to be reconfigured on
the north side of the building where the cars are shown to exist from the drive-through. The parking
surface on the northern end of the site was shifted south to offset the setback issue from the northern
property line. Staff will need to verify with the applicant that the parking is setback 10-feet from the
northern property line. It appears on the updated site plan that there is a rectangular looking object
near the southern end of the eastern commercial site that looks to be a potential order board for the
proposed drive-through. On the site plan, it does not outright call that object a menu board, which
would need to be updated. Also, an example/visual of what the proposed drive-through order board
would look like was not provided as part of the re-submittal. An additional patio area is now shown on
the site plan as well directly west of the northern restaurant use in the eastern commercial building.
The landscape plan was updated to replace the ash trees with maple and birch trees. Additional trees
were shown to be added to the site along the northern boundary line, two additional trees adjacent to
the newly added patio space near the eastern commercial building and three trees south from the
patio area of the western commercial building. 11 total additional trees were added to the site, which
brought the total of trees up from 25 trees with the original landscape plan to 36 trees.
RECOMMENDATION
Though some of the plans were updated to reflect the requests that the Planning Commission were
asking for, there are still additional materials that are missing from the re-submittal. Staff is
recommending this item be continued until the September 24, 2024, Planning Commission meeting in
order for the applicant to have time to submit additional materials/documentation related to their
requests.
Page 6 of 308
Page 7 of 308
33
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ZERO CURB W/
TRANSITIONS
1 2
PATIO
487.17 SF
ZERO CURB W/
TRANSITIONS
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
Date:Revision:
Original
Cover-Site Plan
SHEET 1 of 4
Date: 8/16/2024
FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\RWCOMMONS2 - Site Plan.dwg
ROSEWOOD COMMONS SECOND ADDITION
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Luke Warren Israelson
Registration #: 51362
Legend
Existing watermain
Proposed watermain
Existing sanitary
Proposed sanitary
Existing storm
Proposed storm
Existing hydrant
Proposed hydrant
Existing gate valve
Proposed gate valve
Existing manhole
Proposed manhole
Proposed catchbasin
Silt fence
Inlet protectors
Parking lot lights
Building Lights
Rip Rap
Drainage Arrow
Spot Elevation
Back of Curb Spot Elevation
963.90
DEVELOPER/ENGINEER/BUILDER
KJ Walk, Inc.Luke Israelson
6001 Egan Drive, Ste 100 952.826.9068
Savage, MN 55378
Legal Description:
Lot 1 and 2, Block 1, Rosewood Commons Second Addition,
Dakota County, Minnesota.
05/15/2023
For Review
August 16, 2023
Impervious vs Pervious
Area Sq Ft Percent
Total Area 74,963
Building Foot Print 11,200 14.94%
Green Space 13,355 17.82%
Parking 43,108 57.50%
Sidewalks 7,300 9.74%
BENCHMARK
T.N.H AT 149TH ST W AND
BUSINESS PARKWAY - ELEV. 949.75
DATUM: NAD83
0 30 60 90
ROSEMOUNT, MN
SHEET INDEX
1 Cover and Site Plan
2 Grading and Erosion Control
3 SWPPP
4 Landscape Plan
Surface materials for the streets/parking, sidewalks and driveways
will be a combination of blacktop, concrete and stamped concrete.
952.80
Rosewood Commons
Use and Parking Requirements
Lot/Block USE UNITS /
AREA
# of Seats 1/30
Total Floor Area
REQUIRED
PARKING
Lot 1 Blk 1 Restaurant 3,660 Sq Ft 122
Lot 1 Blk 1 Patio 1454 Sq Ft 49
Lot 2 Blk 1 Restaurant 1,940 Sq Ft 64
Lot 2 Blk 1 Retail 1,900 Sq Ft 6 per 1000 Sq Ft
Lot 2 Blk 1 Office 3,800 Sq Ft 5 per 1000 Sq Ft
Total Required ##
Total Provided 95
Revised05/31/2023
Revised06/09/2023
Revised06/29/2023
Revised08/16/2024
Page 8 of 308
954.50
953.00
951.00
956.13 955.669
5
6
0+001+002+003+004+00
0+
0
0
951.75
954.61 951.32
951.38
952.15
951.91
953.10
95
2
953.05 953.00
ZERO CURB W/
TRANSITIONS
1 2
PATIO
487.17 SF
ZERO CURB W/
TRANSITIONS
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
Date:Revision:
Original
Site Plan- Grading and
Erosion Control Plan
SHEET 2 of 4
Date: 8/16/2024
FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\RWCOMMONS2 - Site Plan.dwg
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Luke Warren Israelson
Registration #: 51362
ROSEMOUNT, MN
0 20 40 60
Silt Fence to be installed along perimeter of
construction area prior to the start of work.
LEGEND
SILT FENCE
INLET PROTECTORS
DRAINAGE ARROW
SPOT ELEVATION
BACK OF CURB SPOT ELEVATION
NOTES:
DISTURBED AREAS TO BE TEMPORARY SEEDED AND MULCHED WITHIN 14 DAYS
OF STOPPAGE OF WORK.
PERMANENT COVER TO BE INSTALLED WITHIN 14 DAYS OF FINAL GRADE BEING
ESTABLISHED.
TEMPORARY SEEDING AND PERMANENT SEEDING IN UNDEVELOPED AREAS TO BE
EROSION CONTROL MIX
FINISH SEED/SOD TO BE BLUEGRASS AND/OR FESCUES.
963.90
05/15/2023
952.80
Revised05/31/2023
Revised06/09/2023
Revised06/29/2023
For Review
August 16, 2023
Revised08/16/2024
Page 9 of 308
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
Date:Revision:
SWPPP PLAN
SHEET 3 of 4
Date: 8/16/2024
FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\RWCOMMONS2 - Site Plan.dwg
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Luke Warren Israelson
Registration #: 51362
ROSEMOUNT, MN
SWPPP (STORM WATER POLLUTION PREVENTION PLAN)
Original05/15/2023
Revised05/31/2023
Revised06/09/2023
Revised06/29/2023
For Review
August 16, 2023
Revised08/16/2024
Page 10 of 308
0+001+002+003+00
0+
0
0
ZERO CURB W/
TRANSITIONS
1 2
L
L M
PATIO
487.17 SF
B
M
ZERO CURB W/
TRANSITIONS
M
9
5
6
0+001+002+003+00
0+
0
0
95
2
ZERO CURB W/
TRANSITIONS
1 2
PATIO
487.17 SF
ZERO CURB W/
TRANSITIONS
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
Date:Revision:
Original
Site Plan- Paving and
Landscape Plan
SHEET 4 of 4
Date: 8/16/2024
FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\RWCOMMONS2 - Site Plan.dwg
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Luke Warren Israelson
Registration #: 51362
1/
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ROOT CROWN AT
FINISH GRADE,
OR 1-2" ABOVE GRADE
FINISH GRADE
TILLED OR BROKEN UP
SOIL MIN 12" DEEP
2" SETTLED LAYER OF MULCH
2X WIDTH OF ROOTBALL
SCALE: NOT TO SCALE
TREE PLANTING
ROOT CROWN AT
FINISH GRADE,
OR 1-2" ABOVE GRADE
FINISH GRADE
TILLED OR BROKEN UP
SOIL MIN 12" DEEP
2" SETTLED LAYER OF MULCH
2X WIDTH OF ROOTBALL
SCALE: NOT TO SCALE
TYP. SHRUB PLANTING
Landscape Planting
Common Name Botanical Name Size
Autumn Blaze Maple Acre Freemanii 'Jeffsred'2.5"12
Birch Betula 2.5"12
Linden Tilia 2.5"12
Total Trees 36
Shrubs 193
St. John's Wort, Low Grow Sumac, Tor Spirea, Hyperion Daylily,
Dwarf Lilac, Or similar
Total 229
ROSEMOUNT, MN
B
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M
NOTES:
* CONIFEROUS TREES STAGGERED WITH 15' SPACING
* DECIDUOUS TREES-20' SPACING
* THERE ARE NO SIGNIFICANT TREES ON SITE
PAVING PLANLANDSCAPE PLAN
NOTE:
ALL NEWLY INSTALLED STREETS ARE PRIVATE
AND WILL BE MAINTAINED PRIVATELY.
1.5" WEAR
1.5" BASE
6" CL5 AGGEGATE BASE
TYPICAL PARKING LOT SECTION
NOT TO SCALE
4" CONCRETE WALK
4" SAND
TYPICAL SIDEWALK SECTION
NOT TO SCALE
2' SAND SUBGRADE
B 418 CURB AND GUTTER
NOT TO SCALE
1.5% TYP
LEGEND
MAPLE
BIRCH
LINDEN
SHRUB
FEATHER REED GRASS OR SIMILAR
TIP-IN CURB AND GUTTER
TIP-OUT CURB AND GUTTER
Paving 41,903 SQ FT
Curb and Gutter 2,100 LF
Sidewalk 5,750 SQ FT
Trash Enclosure Concrete 222 SQ FT
05/15/2023
Revised05/31/2023
Revised06/09/2023
Revised06/29/2023
For Review
August 16, 2023
Revised08/16/2024
Page 11 of 308
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* The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD)
has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient)
of mean lumens / initial lumens per lamp manufacturers' specifications.
* Illumination values shown (in footcandles) are the predicted results for planes of calculation either
to the plane of calculation.
* The calculated results of this lighting simulation represent an anticipated prediction of system performance.
Actual measured results may vary from the anticipated performance and are subject
to means and methods which are beyond the control of the designer.
* Mounting height determination is job site specific, our lighting simulations assume a mounting height
(insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires
and at the bottom of the symbol for all other luminaire mounting configurations.
* RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws.
horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal
Patents issued or pending apply.
The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design)
provided by ROUZER ("ROUZER")represents an anticipated prediction of lighting system performance
based upon design parameters and information supplied by others. These design parameters and
information provided by others have not been field verified by ROUZER and therefore actual measured results
may vary from the actual field conditions. ROUZER recommends that design parameters and other information be
field verified to reduce variation. ROUZER neither warranties, either implied or stated with regard to actual
measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.
ROUZER neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitability
of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of
those specifically stated on drawings created and submitted by ROUZER. The Lighting design is issued, in whole or
in part, as advisory documents for informational purposes and is not intendedfor construction nor as being part of
a project's construction documentation package.
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Luminaire Schedule
Symbol Qty Tag Label
Calculation Summary
Label
Arrangement Lum. Lumens Arr. Lum. Lumens LLF
CalcType Units Avg Max Min
Description Lum. Watts Arr. Watts Total Watts
Avg/Min
Filename
Max/Min Description PtSpcLr PtSpcTb Meter Type
CalcPts_1 Illuminance Fc 1.31 25.5
6 A a17-3t150
0.0
SINGLE 21180 21180 1.000 A17-3T150 149.08 149.08 894.48 a17-3t150.ies
N.A.N.A.Readings Taken 0'-0" AFG 10 10 Horizontal
1 A2 A17-3T150 2@180 BACK-BACK 21180 42360 1.000 A17-3T150 149.08 298.16 298.16 a17-3t150.ies
46 S slim17fa30adj_5k SINGLE 3540 3540 1.000 SLIM17FA15ADJ_5K 29.67 29.67 1364.82 slim17fa30adj_5k.ies
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EXECUTIVE SUMMARY
Planning Commission Regular Meeting: July 23, 2024
Tenative City Council Meeting: August 20, 2024
AGENDA ITEM: Request by KJ Walk for approval of a PUD Final
Site and Building Plan and a Major Amendment to
the Rosewood Commons Planned Unit
Development Agreement to allow for the
construction of two commercial buildings with
outdoor dining and a drive-through facility.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner
AGENDA NO. 6.a.
ATTACHMENTS: Site Location , Site Plan, Grading Plan, Landscape
Plan, Trash Encloser, Lighting Plan, Architectural
Elevations
APPROVED BY: AK, AN
RECOMMENDED ACTION:
Motion to approve the Planned Unit Development Final Site and Building Plan to allow for the
construction of two commercial buildings with outdoor dining and a drive-through facility at 14904
Business Parkway and 2730 149th Street West, subject to the following conditions.
a. Approval of an amendment to the Rosewood Commons Planned Unit Development
Agreement.
b. The trash enclosure plans shall be updated to feature exterior materials that match the
principal structures.
c. The landscape plan shall be updated to replace ash trees with another species.
d. The applicant shall apply for a sign permit for any site signage.
e. Payment of $15,480 in lieu of park land dedication.
f. Payment of any area charges that were not collected as part of the subdivision agreement.
g. Conformance with all the required standards associated with outdoor dining and drive-
through facilities.
h. No public address system shall be audible from adjacent non-commercial property
boundaries.
Motion to recommend the City Council approve a Major Amendment to the Rosewood Commons
Planned Unit Development Agreement, subject to:
a. A deviation from Section 11-7-6: Landscaping, Screening, and Buffering Standards to remove
the requirement that the number of trees required as part of parking lot landscaping be in
addition to the number of trees required based on site area.
Page 22 of 308
b. A deviation from Section 11-7-3: Off-Street Parking and Loading Standards to allow for the
reduction in the minimum setback requirement for parking from a private road from 10 -feet
to 0-feet.
c. A deviation from Section 11-7-2: Architectural Standards to allow up to 18.5% EIFS so long as
the remaining non-glass areas contain at least 80% brick or stone.
BACKGROUND
SUMMARY
Applicant: KJ Walk, Inc.
Property Owner: KJ Walk, Inc.
Site Location: 14904 Business Parkway and 2730 149th Street
West (NW of Business Parkway and CSAH 42)
Site Area in Acres: Approximately 1.72 Acres
Current Zoning: MX-2 PUD - Highway Mixed Use Planned Unit
Development
Comp Plan Designation: CC - Community Commercial
The applicant, KJ Walk is seeking approval of requests to construct two commercial buildings in the
northwest quadrant of the intersection of Business Parkway and CSAH 42. The parcels on which the
buildings would be constructed are part of the Rosewood Commons Planned Unit Development. One
of the buildings will be a standalone restaurant, while the other will be a multi -tenant retail building
with a drive-through facility serving a fast-food or fast-casual restaurant. The applicant is seeking
deviations from the code related to exterior materials, to allow parking lot landscaping to count
toward the total landscaping requirement, and a reduction in the setback requirement for parking
from a private drive. Staff is recommending approval of the requests, subject to the conditions listed in
the recommended action.
BACKGROUND
The City Council approved the Rosewood Commons Planned Unit Development in 2020. That approval
covered the construction of six apartment buildings (two of which would have commercial space on
the ground floor) and a hotel. The apartment buildings required a comprehensive plan amendment
and rezoning from commercial uses to residential. The applicant also requested approval to construct
a memory care facility east of Business Parkway, bu t that portion of their request was denied to
maintain that parcel’s commercial land use designation and zoning. That parcel is now the site of the
New Horizon Academy, and the applicant received approval to replace the hotel component of the
PUD with a memory care facility, which is now complete. The subject property the applicant is
requesting approvals for was once contained in an outlot with the understanding that any
development of the site would require approval of a major amendment to the Rosewood Commons
PUD as well as any necessary platting.
In January 2023, the subject property was platted into two parcels along with an approval by the City
Council of a PUD amendment to allow for parcels that do not meet the minimum width required by
the zoning ordinance. This deviation was permitted based on the fact that the two parcels would be
Page 23 of 308
part of a larger overall commercial development containing shared drive aisles and parking areas. The
applicant came forward with this same request back in July 2023, but ultimately withdrew the request
prior to the July 25, 2023, Planning Commission meeting. They are now seeking approval of the same
requests that were applied for in 2023.
ISSUE ANALYSIS
Legal Authority
Final site and building plan reviews are quasi-judicial actions. In such cases, the City is acting as a judge
to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, Subdivision
Ordinance, and Planned Unit Development Agreements are being followed. Generally, if the
application meets these requirements, it must be approved.
Major Planned Unit Development Amendments are legislative decisions because the City is
formulating public policy, which in this case is related to the proposed deviations from the zoning
ordinance.
Site Plan Review
The proposed site development plans incorporate the sharing of parking and access between the two
commercial buildings; therefore, the staff review comments associated with these two parcels are
incorporated into one section.
Land Use and Zoning
The site is guided for CC-Community Commercial uses in the City’s comprehensive land use plan, and it
is within the MX-2 Highway Mixed Use zoning district. The site also is covered by the Rosewood
Commons PUD overlay district. Any deviations that were approved with the initial phase of
development within the PUD are only permitted within that initial development area. Likewise, the
proposed deviations currently being reviewed only apply to the subject parcels being reviewed with
these requests.
The proposed buildings and their anticipated uses are allowed by the zoning ordinance and are
consistent with the comprehensive plan. The outdoor dining area and drive-through facility are
permitted with standards within the MX-2 zoning district. A thorough review of those standards is
provided later in this report.
Building Setbacks
Frontage Required Setback Provided Setback
Building Parking Building Parking
North (149th Street West) 30 feet 10 feet 63 0
East (Business Parkway) 10 feet 10 feet 33.27 14.58
South (CSAH 42) 10+20 feet 10 feet 63.34 feet 13.37
feet
West (Lot 5, Block 1,
Rosewood Commons 3rd
Addition)
10 feet 10 feet 35.50 n/a
Page 24 of 308
The applicant is requesting, as part of their submittal, elimination of the setback requirement related
to parking on properties adjacent to a private driveway easement. Staff is supportive of this request as
the site development plans include a 6’ pedestrian facility between the private drive along the north
side of the property and the parking area. The area to the north is part of the Rosewood Commons
development. Staff would be less supportive if the area to the north of the site was a separate project
or an incompatible use. The site plans show the development meeting all other setback requirements,
including the additional setback requirement along the south side of the property due to its location
along an arterial road.
Exterior Materials
The applicant has provided exterior elevations that include a breakdown in the percentage of each
material. The zoning ordinance requires at least 50% of the building be finished with brick or stone
and no more than 10% EIFS. The applicant is requesting the ability to include up to 18.5% EIFS in
exchange for including stone and brick beyond that required by the zoning ordinance. The applicant’s
plans show that 81.8% of the non-glass areas are brick or stone on the eastern building. The non-glass
areas of the western building contain 80.9% brick or stone. Staff is supportive of this request since the
EIFS is limited to accent areas and the overall result is building elevations primarily consisting of brick
or stone when the applicant could have identified other materials for use that would result in less
brick or stone on the elevations.
Parking and Access
The site plan provided by the applicant shows a total of 102 parking spaces on the site. The applicant
estimated parking requirements based on the anticipated number of seats in the restaurant areas and
the square footage of the retail/office portion of the multi-tenant building. The code requires 1 stall
per 300 square feet of gross floor area for both standalone retail or service business use and for
business or professional office use. The code also requires 1 stall per 4 persons of the maximum
occupancy for restaurant use. The applicant's original site plan provided 105 parking stalls for the
area, but following the direction of staff to relocate a trash enclosure and add an additional enclosure,
as well as to provide an additional parking lot island to accommodate more landscaping, the total
number of parking stalls was reduced by three.
Use Parking required
Restaurant (218 total seats @ 1 stall per 4 persons) 55 stalls
Retail (1,900 sf @ 1 stall per 300 sf) 7 stalls
Office (3,800 sf @ 1 stall per 300 sf) 13 stalls
Total Required 75 stalls
Total Provided 102 stalls
Vehicular access into the site will be made from the private roadway located immediately north of the
site. The site is also bound by sidewalks on the north and east sides. The City’s fire marshal requested
and received an exhibit showing the turning radius of emergency apparatus within the site and has
found that the site layout is able to accommodate emergency vehicles.
Page 25 of 308
Landscaping
The applicant has provided a landscape plan with their submittal that generally meets the
requirements of the City’s zoning ordinance based on the size of the subject property. The City Code
requires one tree per 3,000 square feet of site area, which in t his case results in a requirement of 25
trees. There is an additional requirement related to the landscaping of the parking areas. The code
requires landscaping around the parking lot equal to 10% of the total parking area, which in turn must
contain one tree per 250 square feet of parking lot landscaping. This tree requirement is in addition to
that required, based on the size of the site. Therefore, the total number of trees required on site is 43.
Staff has worked with the applicant to update their plan to provide more parking lot landscaping,
which now meets the code requirement, and to identify where more trees might be placed to get
closer to the total tree requirement of 42 trees. A shortfall still exists, and staff is recommending a
deviation that does not require the parking lot landscaping to be calculated in addition to that
required based on site area.
The City Code also requires foundation plantings or shrubbery in an amount based on the total linear
feet of building perimeter. Based on the size of the buildings, a total of 65 shrubs is required. The
applicant has provided a total of 193 foundation plantings. These plantings are placed along the sides
of the property that abut public rights of way and around the outdoor dining area associated with the
restaurant in the western building.
The following table lays out the landscaping requirements for the site.
Calculation Formula Number Required Number Provided
Site Trees 1 per 3,000 sf 74,923/3,000=25 trees 25 trees
Parking Lot Trees 1 per 250 sf 4311/250=18 trees 7 trees
Foundation Plantings 1 per 10 linear feet 644/10=65 foundation plants 193 foundation plants
Staff is also including a recommended condition that the applicant updates the final landscape plan to
replace the trees identified as ash trees with another species due to the impact of the emerald ash
borer on existing tree populations in the region.
Utilities
The site’s sewer and water will connect to the system at stubs to mains located within the private
street immediately north of the site. Stormwater will enter the City’s system at a point to the east. The
overall system within the Rosewood Commons PUD area was reviewed as part of the initial approval,
and the development proposed for the subject parcels is consistent with what was anticipated for the
site at that time. Therefore, no changes to the stormwater management infrastructure within the P UD
area are needed.
Parks and Open Space
In review of the City’s Parks Master Plan, no parks are identified in the subject property, therefore
staff is recommending the City collect cash-in-lieu of park dedication. The City Code requires 10% of
the development area be dedicated for parks and open space, which equals .172 acres. Based on the
City’s 2024 fee list, at $90,000 per acre the dedication fee-in-lieu is $15,480. Because the parcels are
already platted, and the developer has asked to pay the fee with the building permit, the exact
amount per building will be calculated and collected based on the individual parcel area.
Page 26 of 308
Site Lighting
The site lighting will consist of 8’ high wall-mounted lights and 20’ high pole-mounted lights. These are
both within the maximum height for site lighting. The applicant also provided a photometric plan that
shows the lighting at the boundaries of adjacent parcels falls below the maximum lumen allowed.
Trash Enclosure
The applicant’s plans show two trash enclosures constructed of materials that complement the
principal structures. Staff worked with the applicant to adjust the site plan to ensure there are no
conflicts with traffic movements in the site, particularly related to the drive -through facility.
Standards – Outdoor Dining Area Containing Seating for Eleven or More
Outdoor dining is an accessory use that is permitted with standards in the MX -2 Highway Mixed Use
zoning district. The proposed use must comply with the specific performance standards for outdoor
dining which is outlined in Section 11-6-8.A. of the City Code. These standards evaluate the city’s land
use and zoning performance standards and the potential impact of the proposed use on the
surrounding neighborhood. These standards and staff findings for each are provided below.
1. The site and enclosure(s) shall be designed to limit the effects of outdoor seating or dining areas
on contiguous properties and/or public rights of way.
Findings: The area will be located approximately 450’ from the nearest residence. The applicant’s plan
calls for the outdoor dining areas to include foundation plantings along its perimeter . The distance and
landscape design will limit the effects of the areas on contiguous properties and the public right -of-
way.
2. The seating area shall be located on private property along the front, side or rear of the principal
building but shall not be located within a required setback or on the side abutting any residential
use or district.
Findings: The proposed outdoor seating area will be located along the south side of the building and
beyond the required 30’ minimum setback standard.
3. The seating area shall not interfere with circulation in any required parking, loading, maneuvering
or pedestrian area. A minimum four foot (4') passageway shall be maintained along the private
sidewalk for pedestrians.
Findings: The plan provided by the applicant shows a continuous sidewalk along all sides of the
building and outside the outdoor dining area.
4. No public address system shall be audible from a noncommercial or nonindustrial use or district.
Finding: A condition of this approval will note that no public address system shall be audible from any
residential use or district.
5. The seating area shall be located in a controlled or cordoned area acceptable to the city with at
least one opening to an acceptable pedestrian walk.
Findings: The applicant’s plan shows a contiguous area delineated by landscaping. If a fence is desired,
staff will review the plans during the standards permit review process to ensure an opening to the
sidewalk is provided.
Page 27 of 308
6. When a liquor license is granted, an uninterrupted enclosure is required and the enclosure shall
only have access through the principal building.
Findings: If a liquor license is requested by the future user of the site, compliance requires the
presence of a continuous enclosure. Staff is recommending a condition of approval that reiterates that
a fence is required in order for the site to receive a liquor license.
7. The seating area shall not be permitted within two hundred feet (200') of any resi dential use or
district as measured at the property line and shall be separated from residential use or district by
the principal structure or other method of screening acceptable to the city. The minimum distance
from a residential use or district may be reduced should the city determine the applicant has added
sufficient elements to reduce the impact of this use.
Findings: The outdoor dining area will be located greater than 200’ from both the R1 district northeast
of the site and the mixed-use area immediately north of the site. It is screened from those areas by
the building itself.
Standards – Drive-Through Facility
Drive-through facilities are an accessory use that is permitted with standards in the MX-2 Highway
Mixed Use zoning district. The proposed use must comply with the specific performance standards for
drive-through facilities which are outlined in Section 11-6-7.H. of the City Code. These standards
evaluate the city’s land use and zoning performance standards and the potential impact of th e
proposed use on the surrounding neighborhood. These standards and staff findings for each are
provided below.
1. The site and building(s) shall be designed to limit the effects of the drive-through, including noises,
emissions, and headlight glare, on adjacent properties and public rights of way.
Finding: The stacking lanes, order boards and drive -through windows are configured to limit their
impact on adjacent properties and public rights-of-way.
2. No use with a drive-through window shall be located abutting any residential use or district.
Finding: The drive-through window will face Business Parkway and is immediately across from another
commercial district and use.
3. Stacking lanes shall not interfere with circulation through any required parking, loading,
maneuvering or pedestrian area.
Finding: The stacking lanes of the drive through are located along the eastern side of the
building. Parking for the site is located south, west, and north of the building, and therefore there is
no interference between drive-through stacking and the parking area.
4. Stacking and exiting areas shall be screeded from adjacent properties and/or rights-of-way.
Stacking areas shall have a minimum 90% opacity screen to a height of six feet while exiting areas
shall have a minimum 50% opacity screen to a height of at least four feet
1. The principal structure shall be the primary source for screening the drive-through facility and
stacking and exiting areas from adjacent properties and/or rights of way.
Page 28 of 308
2. Landscaping and berming shall be a secondary source for screening drive-through, stacking
or exiting areas. Should landscaping and berming be found ineffective by the city, the city
may approve screening walls and/or decorative fencing as an alternative.
3. Screening walls shall be constructed of the same materials as the principal structure and shall
not extend more than 25 feet without change in architecture to reduce their mass and
appearance.
Finding: Screening is provided by landscaping along the eastern and southern property lines and by the
principal structure from the west.
5. Drive-through facilities shall have a minimum six (6) stacking spaces per drive -through window.
Fast food uses operating more than one window per individual drive aisle shall meet the stacking
requirements for a single drive-through facility. Each space shall be a minimum of nine feet (9') wide
by eighteen feet (18') long.
Finding: The plans provided by the applicant indicate at least ten stacking spaces that are 20’ long and
14’ wide, which exceeds the dimensional requirements of the City Code.
6. No public address system shall be audible from a noncommercial or nonindustrial use or district.
Finding: Staff has prepared a condition stating that public address or ordering speakers shall not be
audible from the boundaries of adjacent residential parcels.
7. Fast food uses may display menu boards as follows:
1. The menu board(s) not encroach into any parking setback and shall be located directly
adjacent to the drive-through aisle and oriented in such a manner that the sign provides
information to the drive-through patrons only and does not provide supplemental advertising
to pass-by traffic and does not impair visibility or obstruct circulation.
2. Individual menu board(s) shall be single sided with an area not to exceed 32 square feet
including both sign copy and sign cabinet.
3. The height of the menu board(s) shall not exceed eight feet including its base or pole
measured from grade to the top of the structure.
Finding: The actual design of the menu boards has not been provided. Staff has prepared a condition
that requires conformance with the above menu board standards.
RECOMMENDATION
Staff has reviewed the plans submitted by the applicant and worked with the applicant to make
improvements where possible, such as to the landscaping plan and to update the location of the trash
enclosures. Staff finds that the proposed deviations result in a quality development that is in line with
the City’s goals contained in the comprehensive plan and the intent of the zoning ordinance. Staff is
recommending approval of the requests subject to conditions.
Page 29 of 308
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: August 27, 2024
Tenative City Council Meeting: Unless denied and appealed by the applicant, the Planning
Commission's approval is the only action needed.
AGENDA ITEM: Request by Today's Life Childcare for a Site Plan
Review
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.a.
ATTACHMENTS: Site Location, Site Plan, Paving and Drainage Plan,
Grading, Erosion Control, and Utility Plan, Interior
Layout, Architectural Renderings, Building
Elevations, Sign, Trash Enclosure, and Storage Shed
Plans, Lighting Plan and Photometric Study, Parks
and Recreation Memo dated August 13, 2024
APPROVED BY: AK
RECOMMENDED ACTION: Motion to approve a site plan review allowing Today's Life Childcare to
construct a child care center at 2634 149th Street West, subject to the following conditions:
1. Payment of $11,160.00 in lieu of park land dedication prior to the issuance of a building permit.
2. The applicant shall apply for and receive a sign permit prior to the installation of any site
signage.
3. Payment of any remaining development fees not collected during the plat process.
4. The applicant shall work with the City Engineer to address the proposed retaining wall within
the western perimeter easement.
5. Conformance with any requirements of the City Engineer related to the site's civil plans.
BACKGROUND
The Planning Commission is being asked to review the site plan submitted by Today's Life Childcare to
construct a child care center at 2634 149th Street West. The subject parcel is located within the
Rosewood Center 2nd Addition plat area on the north side of CSAH 42, approximately .4 miles east of
Highway 3 and immediately east of the existing Anytime Fitness. The plans provided by the applicant
meet all requirements of the zoning ordinance within the City Code, and staff is recommending
approval of the site plan review to allow for the construction of the child care center, subject to the
conditions listed in the recommended action section above.
Applicant Today's Life Childcare
Property Owner KJ Walk, Inc.
Site Location 2634 149th Street West
Site Area In Acres 1.24 Acres
Page 30 of 308
Current Zoning MX-2 Highway Mixed Use
Comp Plan
Designation
CC-Community Commercial
GENERAL INFORMATION
The site of the proposed child care center is within the Rosewood Center 2nd Addition plat area. The
subject parcel was originally an outlot of the Rosewood Estates single-family neighborhood
immediately to the north of the commercial area along CSAH 42. This area was platted as Rosewood
Center in 2014, and that year the adjacent Anytime Fitness was constructed. The City Council
approved the Rosewood Center 2nd Addition Plat earlier this year to create four additional parcels,
including the subject property, from an existing outlot.
The subject parcel is zoned MX-2 Highway Mixed Use, and childcare centers are listed as a use that is
permitted with standards within that zoning district. In addition to the general site plan, the applicant
has provided architectural drawings, a grading plan, a utility plan, and a landscape plan, all of which are
included in the attachments. A formal review and analysis of this information and how it relates to the
Zoning Ordinance is provided in the next section. No variances are being requested for the
construction of the addition, and the proposed development meets the requirements of the zoning
ordinance.
SITE PLAN 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.
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 11-6-3 (Use-Specific Standards) and 11-9-1 (Site Plan and Building Design Review). The two
main standards specific to day care centers serving more than 12 children are that pick-up and drop off
areas are located within the site and designed to avoid interfering with traffic and pedestrian
movements and that outdoor recreational areas are located and designed in a manner which mitigates
visual and noise impacts in any abutting residential parcels. The layout of the site meets these
standards.
Site Standards
The proposed building is located towards the southern portion of the site, with the main entrance
facing to the north. The northern portion of the site contains the parking lot, while to the south of the
building will be fenced play areas. The table below shows the required setbacks in comparison with
those provided in the site plan. The table includes an additional setback of 20’ from CSAH 42, an
arterial road, for structures.
Frontage Required Setback Provided Setback
Page 31 of 308
Building Parking Building Parking
North (149th Street
West)
30 feet 20 feet 102.6 feet 30 feet
East (2592 149th St W) 10 feet 10 Feet 30 feet 15 feet
South (CSAH 42) 10+20 feet 10 feet 57 feet 219
feet
West (Business
Parkway)
10 feet 10 feet 22 feet 18.4
feet
The site plan also shows a storage shed just outside the play area in the southwest portion of the site.
The shed is located 10’ from the west and parcel boundary and meets the setback requirement of the
City Code. Additionally, the trash enclosure just west of the parking area is also 10' from the parcel
boundary.
The MX-2 Mixed Use Highway district has a maximum lot coverage of 75%. The applicant's plans show
a lot coverage for the site of 67%. Lot coverage is comprised of the building, paving and sidewalks, as
well as fall areas and toddler turf in the outdoor play areas.
Parking and Access
Access into the site will come from a private drive that extends east over the adjacent parcel to an
existing curb cut on 149th Street West. The parking area is landscaped, and traffic will circulate around
a center island. The parking requirement for daycare centers is 1 stall per 5 children plus one per room
with additional parking to accommodate vans or busses used by the facility. The proposed center will
contain 9 rooms and accommodate 148 children. This results in a total parking requirement of 39 stalls
plus room for a facility van or bus. 40 stalls are shown on the plan, in conformance with the zoning
ordinance.
Required Provided
40 Stalls (1 per 5 children plus 1 per room, with parking for
a van) 30+9+1=40
40
Exterior Building Materials and Massing
The building elevations provided show a mix of materials being used on the exterior. The lower
portions of the building will feature white and brown brick, while higher up a simulated-wood steel lap
siding will be used. The main entrance area will feature white stone veneer, which will also be used
below the windows. No EIFS or masonry stucco, of which 10% of the façade can be comprised, will be
used. The MX-2 Highway Mixed Use zoning district has a requirement that at least 50% of the exterior
must contain natural stone or brick. The elevations meet that minimum threshold.
The central portion of the building projects above the surrounding structure to a total height of just
under 24 feet, which is below the maximum building height of 35’ allowed in the C3 zoning district.
Page 32 of 308
The majority of the structure is approximately 17’ tall.
The outdoor storage structure will also feature brown and white brick that matches the principal
structure.
Trash Enclosure
A 7'2” tall trash enclosure featuring materials like those used on the principal structure is shown on
the applicant’s plans. It will be located on the west side of the parking lot along the main entrance
drive aisle.
Fencing
Fences are approved administratively by staff. They can be constructed up to, but not on, the property
line. In non-residential zoning districts, the maximum fence height is 8’. While a complete description
of the fence was not included in the submittal, and is not required, The applicant’s renderings show
fencing surrounding each outdoor play area and of a black steel picket design.
Signage
The applicant’s elevations show wall signage that appears to meet the requirements of the zoning
ordinance. The applicant will have to apply for and receive a sign permit for any site signage, including
any freestanding signs. Sign permits are approved administratively by staff separately from the site
plan review process. Staff is recommending a condition of approval that highlights this requirement.
Landscaping
A landscaping plan was provided by the applicant that includes a total of 25 trees, which is the
minimum required by the City Code. The formula to determine the required number of trees is 1 tree
per 3,000 square feet of site area, which in this case equals 18 trees. The zoning ordinance also
requires landscaping in and around the parking lot in addition to the 18 trees. Based on the size of the
parking lot, 7 additional trees are required for a total of 25 trees on site. The parking lot landscaping
formula requires 10% of the parking lot area to be landscaped with islands and peninsulas. Within that
landscaped area, one tree per 250 square feet is required. The parking lot area is 15,910 square feet in
area, which means 1,591 square feet of the parking lot must be landscaped. The landscape plan
includes 1,673 square feet of landscaping within the parking lot. This area is comprised of islands,
peninsulas, and areas within the perimeter of the parking lot.
Also required by the landscaping ordinance is one foundation planting for every 10 linear feet of
building exterior. The proposed building has 517 linear feet of perimeter, which requires a total of 52
foundation plants. The landscape plan includes 94 total foundation plantings located along the front of
the building, between the parking lot and 149th Street West and within the parking lot islands and
peninsulas.
Calculation Formula Number Required Number Provided
Site Trees 1 per 3,000 sf 53,953/3,000=18 trees 18 trees
Parking Lot Trees 1 per 250 sf 1,591/250=7 trees 7 trees
Foundation Plantings 1 per 10 linear feet 517/10=52 foundation plants 94 foundation plants
Page 33 of 308
Lighting
The applicant is proposing site lighting that consists of pole mounted lights and wall mounted lights.
The wall mounted lights will be mounted at a height of 9’, while the pole mounted lights will be 30’ in
height. The zoning ordinance allows pole mounted lights to be up to 30’ tall except in areas within 100’
of a residential use. In those areas, the maximum height for lighting is 20’. No lights will be located
within 100' of residential uses. 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 applicant has
submitted a photometric study that shows the levels to be within the limits established by the zoning
ordinance.
Park Dedication
The developer of the Rosewood Center 2nd Addition plat has requested that park dedication fees be
collected at the time a building permit is issued. The park dedication requirement for commercial
developments is either 10% of the total property area as land dedication or cash-in-lieu of land
dedication. The cash dedication for the 1.24-acre site is $11,160 (.124 acres x $90,000/acre). Staff has
included the payment of the park dedication fee with the building permit fee as a recommended
condition of approval.
Engineering
Sewer and water service will be provided by existing facilities located at 149th Street West, and
stormwater will exit the site to storm sewer within 149th Street West. The Site stormwater will make
use of the stormwater pond located west of the adjacent Anytime Fitness site. There is a proposed
retaining wall within the easement along the western perimeter of the site, and the applicant will need
to work with the City to execute an encroachment agreement for the wall or identify possible changes
to the site's grading. This and conformance with all requirements of the City Engineer related to the
civil site plans is a recommended condition of approval.
RECOMMENDATION
Staff finds the plans provided by the applicant meet the standards of the zoning ordinance except
where noted, and is recommending approval of the site plan allowing Today's Life Childcare to
construct a childcare center at 2634 149th Street West.
Page 34 of 308
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0
9
BC
T
3044951.36
EBTOC
3043950.88EBC CBT
3048
952.50EBTBP
3045951.75EBTOC
3046
952.03EBTOC3047952.28EBTPC
3220
951.35
BCOC
3221
952.05
BCPC
32
4
1
95
5
.
3
0
BC
3222952.55
BC
3235
954.32
BCPC
3223
952.98
BCPT
3224
953.16
BCOC
3
2
4
0
9
5
4
.
6
8
B
C
2682
956.85
BCOC
2688
956.54BCOC
2677
956.51
BCPC
2683
956.89
BCOC
EX-STMH
T=48.89
I=43.20
EX-CB
T=49.39
I=45.80
EX-CB
T=49.71
I=45.40
EX-MH6028
T=53.26
I=935.07-N
939.13-E
933.45-W
933.45-S
4
FENCE
FENCE
EX-CB 5313
T=48.60
I=45.10
CONNECT TO EXISTING
8" WATEMAIN STUB
3434
949.75HYD
158.00'
3
211
OUTLOT A
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
Sheet No.:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
SHEET TITLE:
SITE PLAN &
DEVELOPMENT
KEY MAP PLAN
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
7.25.24
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A001
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
2 SITE PLAN
SCALE: 1" = 20'-0"
H I G H
W
A
Y
4
2
1 4 9 t
h
S
T
R
E
E
T
W
TODAY'S LIFE
CHILDCARE
12,408 SF20'-0"
21'-8"
HC
10
0
'
-
5
7 8"
84
'
-
8
"
47
'
-
8
"
17
'
-
5
"
72
'
-
8
"
18
'
-
6
"
156'-8"
24
'
-
0
"
18
6
11
Preschool Play Yard
5430 SF
84
'
-
8
"
HC
15
'
-
8
"
156'-8"
144'-0"12'-8"
26
'
-
5
"
5
1 DEVELOPMENT KEY MAP PLAN
SCALE: 1/128" = 1'-0"
2
A001
Toddler
Play Yard
2785 SF
Ou
t
d
r
C
l
s
s
r
m
15
3
5
S
F
Infant Yard
720 SF
Si
d
e
Y
d
65
5
S
F
SITE PLAN KEYNOTES#
CHILDCARE CENTER = 12,408 SF1
1
9
PLAY YARD OUTDOOR STORAGE = 140 SF
w/SERVICE DOOR & CONC. STOOP PLUS OVERHEAD DOOR2
TRASH ENCLOSURE - 149 SF
w/SERVICE GATE & DBL DR GATE3
3
EXTERIOR BUILDING ENTRANCE w/CONC. STOOP4
4
4
4 4
4
4 4
4
4
4
4
4
2
7
6
CONC. SIDEWALK5
5
5
5
5
5
5
5
5
INFANT PATIO6
TODDLER PATIO7
PRESCHOOL PATIO8
CONC. STORAGE BUILDING APRON9
11
TODDLER FALLZONE AREA = 610 SF10
PRESCHOOL FALLZONE AREA = 2160 SF11
10
INFANT GRASS AREA = 375 SF
EAST FENCED SIDE YARD GRASS AREA = 460 SF13
14
15
16
PRESCHOOL YARD GRASS AREA = 2540 SF
OUDOOR CLASSROOM FENCED SIDE YARD
GRASS AREA = 870 SF
12
HANDICAP ACCESS AISLE17
TAPPER CURB DOWN TO ACCESS AISLE PER CIVIL18
18
17
PLANTING AREA PER LANDSCAPE PLANS19
19
19 19
19
19
19
19
MONUMENT SIGN20
PEDESTRIAN CROSSING21
20
57
'
-
0
"
12 TODDLER TURF AREA = 1300 SF
ELECTRICAL TRANSFORMER PAD22
FRONT ENTRANCE CANOPY w/RECESSED LIGHTING23
METAL LOUVERED SUNSHADE - SEE EXTERIOR ELEVS24
2223
24
24
24
24
24
24
16
PARKING LOT LIGHT POLE - SEE PHOTOMETRIC PLANS25
LOW RETAINING WALL PER CIVIL PLANS26
26
25
25
25
25
PLAY YARDS SHOWN ARE GENERAL INTENT. FINAL PLAY YARD SHAPE, MATERIALS AND PLAYGROUND EQUIPMENT TO BE FULLY DESIGNED FOR PERMIT SET
8
8'
-
5
"
10'-0"10'-2"
14
'
-
0
"
14
29
'
-
2
"
24
20
°
0
'
0
"
51
'
-
0
"
=
(
6
)
8
'
-
6
"
w
i
d
e
S
t
a
l
l
s
8'-8"9'-0"90'-0" = (10) 9'-0" wide Stalls
8'-6"
25'-
6
"
8'-0"
(3) 8
'
-
6
"
w
i
d
e
S
t
a
l
l
s
45
'
-
9
3 8"
14
'
-
0
"
10'-8"10'-2"
30
'
-
1
1
1 2"
11
'
-
7
"
2
0
'
-
0
"
1
8
'
-
6
"
± 161'-8
1
2" = (18)
9
'
-
0
"
w
i
d
e
S
t
a
l
l
s
2
4
'
-
0
"
1
8
'
-
6
"
19
2
0
'
-
0
"
1
0
'
-
0
"
10'-0"
10'-0"
21
6'-0"
40 PARKING STALLS
REQUIRED PARKING = 1 Stall per 5 Children & 1 Stall per Classroom & 1 Van Stall if applicable
Children = 148 Children / 5 = 30 Required Stalls
Classrooms = 1 / Room = 9 Required Stalls
Daycare Van Stall = 1 Stall
Provide # Stalls 40 STALLS PROVIDED
New Site Plan Base 8.16.24
Page 36 of 308
>>
>>
>>
>>
|
|
|
|
|
|
|
X
X
X
X
X
X
X
X
X
X
X X X X
<
<
<
<
<
4.5'5'10.5'
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
2024 RYLAUR, LLCC
L1
TODAY'S LIFE CHILDCARE CENTER
SHEET TITLE:
LANDSCAPE PLAN
Project Architect:
Drawing History/Revisions:
Drawing Date:
07.25.2024
A. PETER HILGER, AIA
July 25, 2024
1 LANDSCAPE PLAN
PLANT SCHEDULE
SYMBOL QTY CODE SCIENTIFIC NAME/COMMON NAME SIZE ROOT REMARKS
SHADE TREES (ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER)
5 CO CELTIS OCCIDENTALIS 2"BB SPACE 35' O.C.
HACKBERRY
4 GD GYMNOCLADUS DIOICUS 'UMNSSYNERGY'2"BB SPACE 35' O.C.
KENTUCKY TRUE NORTH COFFEETREE
5 QB QUERCUS X BIMUNDORUM 'JFS-KW1QX'2"BB SEE PLAN FOR SPACING
STREETSPIRE OAK
ORNAMENTAL TREES (ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER)
3 AG AMELANCHIER X GRAND. 'AUTUMN BRILLIANCE'2"BB SEE PLAN FOR SPACING
AUTUMN BRILLIANCE SERVICEBERRY
8 MS MALUS SARGENTII 'SELECT A'2"BB SPACE 12' O.C.
FIREBIRD CRABAPPLE
SHRUBS (24" MIN. SHRUB SIZE AT TIME OF INSTALLATION)
17 CS CORNUS SERICEA 'BAILADELINE'#5 CONT.SPACE 4' O.C.
FIREDANCE REDTWIG DOGWOOD
28 DL DIERVILLA LONICERA #5 CONT.SPACE 3' O.C.
DWARF BUSH HONEYSUCKLE
36 SB SPIREA BETULIFOLIA 'TOR'#5 CONT.SPACE 3' O.C.
TOR SPIREA
PERENNIALS
45 AB AMSONIA 'BLUE ICE'#1 CONT.SPACE 2' O.C.
BLUE ICE AMSONIA
15 GM GERANIUM MACRORRHIZUM 'BEVAN'S VARIETY'#1 CONT.SPACE 2' O.C.
BEVAN'S VARIETY GERANIUM
18 HH HEMEROCALLIS 'HAPPY RETURNS'#1 CONT.SPACE 2' O.C.
HAPPY RETURNS DAYLILY
13 HG HOSTA 'GAUCAMOLE'#1 CONT.SPACE 3' to 3.25' O.C.
GAUCAMOLE HOSTA
LANDSCAPE REQUIREMENTS
ZONING: C4 - GENERAL COMMERCIAL
LAND AREA: 53,953 SF
BUILDING PERIMETER: 517 LF
PARKING LOT AREA: 15,910 SF
OVERSTORY TREES UNIT REQUIRED ON THIS PLAN
1 OVERSTORY TREE PER 3,000 SF LAND AREA EA 18
DECIDUOUS SHADE TREE EA 9
DECIDUOUS ORNAMENTAL TREE EA 9
AT LEAST 75% OF TREES TO BE DECIDUOUS EA 14 18
FOUNDATION
1 FOUNDATION PLANT PER 10 LF OF BUILDING PERIMETER EA 52
SHRUBS 45
PERENNIALS 49
PARKING LOT
MIN. 10% OF PARKING LOT AREA TO BE LANDSCAPE. AREA INCLUDES ISLAND
AND PENINSULAS (930 SF), AND WEST SIDE OF PARKING AREA (743 SF)SF 1,591 1673
MIN. 1 TREE PER 250 SF OF PARKING LOT AREA IN ADDITION TO THE
REQUIRED LANDSCAPE TREES EA 7 7
SOD
KEY
NOTES:
1.SEE SHEET L2 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS.
2.ALL TURF (SODDED AND SEEDED AREAS) AND PLANTING BEDS TO BE IRRIGATED.
SEED WITH MNDOT 25-131 LOW
MAINTENANCE TURF
PRESCHOOL PLAY YARD TODDLER PLAY YARD
INFANT YARD
149TH
S
T
R
E
E
T
W
E
S
T
HIGHW
A
Y
4
2
OUTDOOR
CLASSROOM
TRASH
ENCLOSURE
SIGN
BUILDING
5
QB
19
SB
1
CO
2
MS
12
DL 3
AG
SCALE: 1/8" = 1'-0"
SECTION: PARKING LOT SCREENING
SOD
DECIDUOUS TREE, MIN. 5' BOLE
DECIDUOUS SHRUB
4' HT.
PLANTING BED
SOD
1
CO
13
HG
16
DL
21
AB
17
SB
4
GD
3
MS
3
CO
3
MS
18
HHSIDEW
A
L
K
PROPERTY LINE
SIDE YARD
FENCE (TYP.)
EASEMENT LINE
15
GM
LIGHT (TYP.)
STORAGE
BLDG.
ELECTRICAL PAD
EDGER (TYP.)
RETAINING
WALL.
17
CS
18
AB
6
AB
08.08.24 REV. NEW BASE
Page 37 of 308
952.98
TNH=952.37
2
1
EXISTING 24" RCP STUB
950
9
5
0
EXISTING PARKING
20' P
A
V
E
D
A
C
C
E
S
S
R
O
A
D
(BY K
J
W
A
L
K
)
953.12
952.52
953.14
953.62
953.42
953.11
953.20
953.54
953.54
953.08
952.68
952.46
952.20
952.41
952.92
952.56
952.74
952.65
952.88
952.34
953.44
953.54
953.91
953.99
953.88
954.00
953.58
953.67
954.25
954.12
954.12
953.94
953.68 954.27
953.63
953.67953.46953.21952.86
949.27
950.58
950.50 951.96
952.19
952.64 953.57
953.61
953.60
952.88
952.64
952.20
952.01
950.72
951.00
950.78 951.13
952.05
953.10
953.19
953.50
952.57
952.43
949.10
952.41
952.30
950.91
951.47
952.25
953.42
953.30
952.94
954.77
953.29
957.39
955.62
955.40
951.43
951.38954.76
946.54
956.01
955.57
954.83
953.91
945.58
947.02
947.31
945.96
946.00
947.93
946.63
948.59
947.44
949.93
950.15
946.65
946.74
948.89
946.98
949.07949.40
949.06
948.64
948.10
947.64
6"
C
L
5
2
D
I
P
6"
S
D
R
2
6
P
V
C
@
1
%
M
I
N
.
953.40
954.00
953.80
955.00955.00
952.85
953.50
HP-953.00
952.85
952.75
953.65
953.40
953.20
953.30953.45
953.40
954.10
954.60
952.95
953.30
952.95
953.30953.30 953.44
953.44
953.44
953.50
953.50
PROPOSED
BUILDING
SLAB = 953.50
953.00
952.85
951.24
950.88
953.43
953.43
953.43
953.43
953.43 953.43
953.43
952.86
953.08 952.80
952.44
952.12
952.28
952.39
953.07
952.76
952.83
952.25
952.74
953.25
952.40
952.10
952.50
20'X 75' ROCK CONSTRUCTION
ENTRANCE
952.00
952.95
952.55
ROOF DRAIN
CONNECTIONS
6" P
V
C
@ 1%
M
I
N
.
S
L
O
P
E
8
"
P
V
C
@
0
.
5
%
M
I
N
.
S
L
O
P
E
4" PVC
@ 2% MIN. SLOPE
4"
P
V
C
@
2
%
M
I
N
.
S
L
O
P
E
4" CLEANOUT
RETAINING WALL
952.50
953.00
953.00
952.70
952.00
6" CLEANOUT
952.26
6" CLEANOUT
8" CLEANOUT
954.20<--1.0%
<-
-
1
.
0
%
953.30
CONNECT TO EXISTING
UTILITY STUBS
WATER INV=APPROX. 944.5
SAN. INV=APPROX. 940.0
953.43
953.11
953.43
953.90
955.00
954.50
954.10
<--0.5%
952.75
0.5%-->952.40
HP-952.85
<--1.0%
6001 Egan Drive, Ste 100, Savage, MN 55378
Phone: 952.226.3200 Web: www.kjwalk.com
Date:Revision:
Original
Grading, Erosion
Control and Utility
Plan
SHEET 2 of 5
Date: 8/16/2024
FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\ROSEWOOD TLC DAYCARE-AUGUST.dwg
I hereby certify that this plan was prepared by me,
or under my direct supervision, and that I am a
duly registered engineer under the laws of the
State of Minnesota.
Luke Warren Israelson
Registration #: 51362
0 20 40 60
NOTES:
SILT FENCE TO BE INSTALLED ALONG PERIMETER OF CONSTRUCTION
AREA PRIOR TO THE START OF WORK.
DISTURBED AREAS TO BE TEMPORARY SEEDED AND MULCHED WITHIN
14 DAYS OF STOPPAGE OF WORK.
PERMANENT COVER TO BE INSTALLED WITHIN 14 DAYS OF FINAL
GRADE BEING ESTABLISHED.
TEMPORARY SEEDING AND PERMANENT SEEDING IN UNDEVELOPED
AREAS TO BE EROSION CONTROL MIX
FINISH SEED/SOD TO BE BLUEGRASS AND/OR FESCUES.
4" CONCRETE WALK
4" SAND
TYPICAL SIDEWALK SECTION
NOT TO SCALE
1.5% TYP
PLAYGROUND DRAIN TILE DETAIL
NOT TO SCALE
ROSEMOUNT, MN
07/25/2024
For Review
August 16, 2024
Revised Per City Comments08/16/2024
Page 38 of 308
ELECTRICAL
CRIB POD (2)
43 SF
MATERIALPRODUCTTRADENAMEMODELNUMBER MATERIALPRODUCTTRADENAMEMODELNUMBER
CRIB POD (2)
43 SF
CRIB POD (2)
43 SF
CRIB POD (2)
43 SF
CRIB POD (2)
43 SF
CRIB POD (2)
43 SF
#10 PH#10 PH
UP
VESTIBULE
85 SF
CLST
34 SF
RECEPTION
197 SF
2 STAFF
LOBBY
395 SF
LMR HALL
209 SF
LARGE MOTOR RM
1862 SF
53 Kids
HALL B
117 SF
SCHOOL AGE
1072 SF
30 KIDS
PRESCHOOL 3
721 SF
20 KIDS
2 STAFF
PRESCHOOL 2
721 SF
20 KIDS
2 STAFF
STAFF LOUNGE
204 SF
KITCHEN
439 SF
2 STAFF
UTILITY RM
121 SF
INFANT 1
337 SF
8 KIDS
2 STAFF
INFANT 2
337 SF
8 KIDS
2 STAFF
LAUNDRY
77 SF
DR
Y
TOT TLT
90 SF
TODDLER 1
538 SF
14 KIDS
2 STAFF
UNISEX
52 SF
HC
UNISEX
52 SF
TOT TLT
74 SF
PRE TLT
97 SF
TODDLER 2
539 SF
14 KIDS
2 STAFF
PRESCHOOL 1
713 SF
20 KIDS
2 STAFF
HALL A
327 SF
PRE TLT
30 SF
PRE TLT
46 SF
PRE TLT
30 SF
PRE TLT
46 SF
PRE TLT
30 SF
PRE TLT
46 SF
COT
19 SF
COT
19 SF
COT
21 SF
JANITOR
44 SF
WA
S
H
TOT TLT
78 SF
STORAGE
63 SF
OFFICE
140 SF
1 STAFF
COT
19 SF
COT
19 SF
COT
26 SF
COT
26 SF
9' clg
High Clg
High Clg
High Clg
9' Clg
9' clg
9' clg
9' clg 9' clg
Loft Stairwell
65 SF
CRIB POD (2)
43 SF
CRIB POD (2)
40 SF
CAR SEAT STORAGE
1/4
1/2 HHB1/2 HBFW
1/2 HBLW1/2 HBFW1/2 HBN
1/4
1/2 HHB1/2 HBFW
1/2 HBLW1/2 HBFW
1/2 HBN
TOT TRANSITION
543 SF
14 KIDS
2 STAFF
High Clg
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
Sheet No.:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
SHEET TITLE:
FLOOR PLAN
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
7.25.24
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A101
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
1 FLOOR PLAN
SCALE: 3/16" = 1'-0"
12,408 SF
Mezzanine Above
Me
z
z
a
n
i
n
e
A
b
o
v
e
74'-8"17'-4"24'-4"2'-0"38'-4"
12'-8"61'-8"43'-10"38'-6"
156'-8"
26
'
-
5
"
84
'
-
8
"
17
'
-
5
"
57
'
-
0
"
15
'
-
8
"
3'
-
8
"
9'
-
8
"
10
'
-
0
"
5'
-
0
"
72
'
-
8
"
11
4
'
-
9
"
Page 39 of 308
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
Sheet No.:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
SHEET TITLE:
PROJECT RENDERINGS
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
7.25.24
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A103
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
Page 40 of 308
Sheet No.:
SHEET TITLE:
COLORED EXTERIOR ELEVATIONS
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Checked By:
APH
A. PETER HILGER, AIA
A200
Drawing Date:
7.25.24
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
2024 RYLAUR, LLCC
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
1 NORTH FRONT ELEVATION
2 SOUTH REAR ELEVATION
3 WEST RIGHT ELEVATION 4 EAST LEFT ELEVATION
SEE SHEETS A201 & A202
FOR EXTERIOR MATERIALS
LEGEND AND PERCENTAGES
Page 41 of 308
113'-6"
ROOF DECK
100'-0"
FIN. FLR
117'-0"
T/PARAPET
102'-4"
WINDOW SILL
108'-8"
DOOR HEAD
123'-8"
T/CORNICE
Today's Life Childcare
113'-6"
ROOF DECK
100'-0"
FIN. FLR
117'-0"
T/PARAPET
102'-4"
WINDOW SILL
108'-8"
DOOR HEAD
123'-8"
T/CORNICE
113'-6"
ROOF DECK
100'-0"
FIN. FLR
117'-0"
T/PARAPET
102'-4"
WINDOW SILL
108'-8"
DOOR HEAD
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
Sheet No.:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
SHEET TITLE:
EXTERIOR ELEVATIONS
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
7.25.24
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A201
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
1 NORTH FRONT ELEVATION
SCALE: 3/16" = 1'-0"
2 WEST RIGHT ELEVATION
SCALE: 3/16" = 1'-0"
EXTERIOR MATERIALS LEGEND#
CORNICE: DARK BRONZE CAP FLASHING OVER DARK BRONZE STEPPED FASCIA w/HORIZONTAL DARK BRONZE BATTENS OVER
TAN HARDIE FLAT PANEL BACKER
1
MATERIAL PERCENTAGES NOTED BELOW BASED
OFF OF 11,050 SF BUILDING FACADE (includes all sides)
1136 sf / 11,050 sf
10%
METAL CAP FLASHING: DARK BRONZE CAP FLASHING PARAPET w/STEPPED PROFILE2
726 sf / 11,050 sf
7%
PRECAST SILL: CONTINUOUS HORIZONTAL SILL UNDER WINDOWS AND AT WINDOW HEAD OF HIGH CEILING LMR WINDOWS
AND AT FRONT ENTRANCE COLUMN LEDGE
3
298 sf / 11,050 sf
3%
LAP SIDING: SIMULATED WOOD STEEL HORIZONTAL SIDING BELOW LOW PARAPET AND AT FRONT ENTRANCE4
1572 sf / 11,050 sf
14%
FLAT PANEL: HARIDE FLAT PANEL FACADE w/SEAM TRIM UNDER HIGH ROOF CORNICE, TAN TONE5
397 sf / 11,050 sf
4%
WHITE BRICK: MAIN BODY BRICK FACADE6
2492 sf / 11,050 sf
23%
7
574 sf / 11,050 sf
5%
STONE: WHITE STONE VENEER AT FRONT FACADE AND UNDERNEATH WINDOWS WHERE SHOWN8
868 sf / 11,050 sf
8%
ENTRANCE CANOPY: DARK BRONZE METAL FASCIA ON MAIN ENTRY ROOF CANOPY STRUCTURE w/DARK BRONZE METAL
COLUMN ON TOP OF LEDGE WALL
9
119 sf / 11,050 sf
1%
STOREFRONT: DARK BRONZE ALUMINUM STOREFRONT w/TINTED GLAZING AS SHOWN10
2655 sf / 11,050 sf
24%
ROOF ACCESS DOOR: DARK BRONZE HOLLOW METAL ACCESS DOOR & FRAME FROM LOFT LEVEL ONTOP ROOF LEVEL11
14 sf / 11,050 sf
< 1%
CHANNEL LETTERS: 24" high ILLUMINATED CHANNEL LETTERS ACROSS EACH ANGLED REAR FACADE
(+/- 38 sf Each, Approx 19' long)
12
LOGO SIGN: ILLUMINATED LOGO WALL SIGN ON FRONT BUILDING FACADE13
BROWN BRICK: WAINSCOT BRICK VENEER WHERE SHOWN
76 sf / 11,050 sf
< 1%
30 sf / 11,050 sf
< 1%
1
11 10
SUN SHADE: DARK BRONZE ALUMINUM LOUVERED SUN SHADE ATTACHED TO STOREFRONT SYSTEM14
12
14
78
2
3
3
9
4
6
WALL PACK LIGHTING
PER PHOTOMETRICS
10
9
4
5
5
10
9
788
8
6
3
3
3
3
3 54
14
13
Page 42 of 308
113'-6"
ROOF DECK
100'-0"
FIN. FLR
117'-0"
T/PARAPET
102'-4"
WINDOW SILL
108'-8"
DOOR HEAD
123'-8"
T/CORNICE
113'-6"
ROOF DECK
100'-0"
FIN. FLR
117'-0"
T/PARAPET
102'-4"
WINDOW SILL
108'-8"
DOOR HEAD
Today's Life ChildcareToday's Life Childcare
113'-6"
ROOF DECK
100'-0"
FIN. FLR
117'-0"
T/PARAPET
102'-4"
WINDOW SILL
108'-8"
WINDOW HEAD
123'-8"
T/CORNICE
Today's Life Childcare
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
Sheet No.:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
SHEET TITLE:
EXTERIOR ELEVATIONS
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
7.25.24
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A202
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
1 SOUTH REAR ELEVATION
SCALE: 3/16" = 1'-0"
2 EAST LEFT ELEVATION
SCALE: 3/16" = 1'-0"
EXTERIOR MATERIALS LEGEND#
CORNICE: DARK BRONZE CAP FLASHING OVER DARK BRONZE STEPPED FASCIA w/HORIZONTAL DARK BRONZE BATTENS OVER
TAN HARDIE FLAT PANEL BACKER
1
MATERIAL PERCENTAGES NOTED BELOW BASED
OFF OF 11,050 SF BUILDING FACADE (includes all sides)
1136 sf / 11,050 sf
10%
METAL CAP FLASHING: DARK BRONZE CAP FLASHING PARAPET w/STEPPED PROFILE2
726 sf / 11,050 sf
7%
PRECAST SILL: CONTINUOUS HORIZONTAL SILL UNDER WINDOWS AND AT WINDOW HEAD OF HIGH CEILING LMR WINDOWS
AND AT FRONT ENTRANCE COLUMN LEDGE
3
298 sf / 11,050 sf
3%
LAP SIDING: SIMULATED WOOD STEEL HORIZONTAL SIDING BELOW LOW PARAPET AND AT FRONT ENTRANCE4
1572 sf / 11,050 sf
14%
FLAT PANEL: HARIDE FLAT PANEL FACADE w/SEAM TRIM UNDER HIGH ROOF CORNICE, TAN TONE5
397 sf / 11,050 sf
4%
WHITE BRICK: MAIN BODY BRICK FACADE6
2492 sf / 11,050 sf
23%
7
574 sf / 11,050 sf
5%
STONE: WHITE STONE VENEER AT FRONT FACADE AND UNDERNEATH WINDOWS WHERE SHOWN8
868 sf / 11,050 sf
8%
ENTRANCE CANOPY: DARK BRONZE METAL FASCIA ON MAIN ENTRY ROOF CANOPY STRUCTURE w/DARK BRONZE METAL
COLUMN ON TOP OF LEDGE WALL
9
119 sf / 11,050 sf
1%
STOREFRONT: DARK BRONZE ALUMINUM STOREFRONT w/TINTED GLAZING AS SHOWN10
2655 sf / 11,050 sf
24%
ROOF ACCESS DOOR: DARK BRONZE HOLLOW METAL ACCESS DOOR & FRAME FROM LOFT LEVEL ONTOP ROOF LEVEL11
14 sf / 11,050 sf
< 1%
CHANNEL LETTERS: 24" high ILLUMINATED CHANNEL LETTERS ACROSS EACH ANGLED REAR FACADE
(+/- 38 sf Each, Approx 19' long)
12
LOGO SIGN: ILLUMINATED LOGO WALL SIGN ON FRONT BUILDING FACADE13
BROWN BRICK: WAINSCOT BRICK VENEER WHERE SHOWN
76 sf / 11,050 sf
< 1%
30 sf / 11,050 sf
< 1%
1
2
10
WALL PACK LIGHTING
PER PHOTOMETRICS
7 8
6
4
3
14
14
12
9
3
6
4
3
8
8 7
10
10
113510 1
2
4
4
SUN SHADE: DARK BRONZE ALUMINUM LOUVERED SUN SHADE ATTACHED TO STOREFRONT SYSTEM14
14
14
Page 43 of 308
0'-0"
CONC. SLAB
7'-2"
DOOR HEAD
10'-4"
T/PARAPET
0'-0"
CONC. SLAB
7'-2"
T/PARAPET
0'-0"
GRADE
8'-8"
T/SIGN
64 sf STONE FACADE
30 sf ILLUMINATED
SIGN PANEL x2 sides
PRECAST SILL
FLASHING
BRICK
METAL CAP
FACADE
8" thick MASONRY
STRUCTURE
12'-0"
2'
-
0
"
BRICK & STONE
VENEER
2 x 6 STUD
FRAMING
w/PLYWOOD
INTERIOR FINISH
ON FROST FTG
BRICK &
STONE
VENEER
GALV HM
DOOR &
FRAME
8' wide GALV HM
DBL DOOR
& FRAME
CONC. SLAB
WOOD PANELED
SERVICE GATE
& BOLLARDS
CONC. SLAB
WOOD PANELED
ENTRANCE GATES
& BOLLARDS
BRICK &
STONE
VENEER
8" thick
MASONRY
STRUCTURE
ON FROST FTG
10'-8"
14
'
-
0
"
14
'
-
0
"
10'-0"
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT
INFORMATION:
Sheet No.:
ROSEMOUNT, MN
TODAY'S LIFE
LEARNING
CENTER
SHEET TITLE:
SITE DETAILS
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
7.25.24
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A002
TODAY'S LIFE CHILDCARE CENTER
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
6 TRASH ENCLOSURE FRONT ELEVATION
SCALE: 1/4" = 1'-0"7 TRASH ENCLOSURE FRONT ELEVATION
SCALE: 1/4" = 1'-0"8 TRASH ENCLOSURE FRONT ELEVATION
SCALE: 1/4" = 1'-0"
3 OUTDOOR STORAGE SIDE ELEVATION
SCALE: 1/4" = 1'-0"4 OUTDOOR STORAGE FRONT ELEVATION
SCALE: 1/4" = 1'-0"5 OUTDOOR STORAGE PLAN
SCALE: 1/4" = 1'-0"
2 MONUMENT SIGN PLAN VIEW
SCALE: 1/4" = 1'-0"
1 MONUMENT SIGN ELEVATION
SCALE: 1/4" = 1'-0"
4
A002
3
A002
1
A002
7
A002
6
A002
Page 44 of 308
COUNTY
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PROPERTY
LINE
2
WP1
3
WP1
4
WP1
5
WP1
6
WP1
7
WP1
8
WP1
9
WP1 11
WP1
12
WP1
13
WP1
14
WP1
15
WP1
16
WP1
17
WP1
19
WP1
21
UC1
22
UC1
23
UC1
24
UC1
149TH S
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X
X X X X
1
A-1
10
B-1
20
A-1
18
A-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 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 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 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 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 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 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 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 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.6 1.5 2.5 3.4 4.0 4.2 3.8 2.8 1.5 0.6 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.1 2.1 3.3 4.2 4.2 3.3 1.8 2.0 5.3 6.5 6.6 7.5 7.2 5.5 2.0 0.7 0.3 0.1 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.5 3.7 5.7 6.5 6.4 5.3 0.9 1.4 0.8 0.1 0.0 0.0 0.0
0.0 0.0 0.1 0.1 1.7 5.1 1.2 3.1 1.4 0.1 0.0 0.0 0.0
0.0 0.0 0.1 0.2 2.0 5.6 4.9 1.6 0.1 0.1 0.0 0.0
0.0 0.1 0.1 0.2 2.2 4.1 3.4 1.7 0.2 0.1 0.0 0.0
0.0 0.1 0.1 0.2 2.2 5.4 2.8 1.7 0.2 0.1 0.1 0.0
0.0 0.1 0.1 0.2 2.2 5.6 3.8 1.8 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.3 2.3 4.3 5.2 1.8 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.2 2.3 5.7 4.9 4.8 4.5 4.6 4.7 5.0 5.5 4.7 4.4 1.7 0.3 0.2 0.1 0.1
0.1 0.1 0.1 0.2 1.9 5.7 8.5 6.1 6.1 6.1 6.5 6.5 6.7 7.0 5.4 3.2 1.4 0.3 0.2 0.1 0.1
0.1 0.1 0.2 0.3 1.8 4.3 2.7 1.8 2.5 4.1 2.1 1.8 2.1 2.4 2.7 2.7 2.9 2.5 1.3 0.8 0.4 0.2 0.1 0.1
0.1 0.2 0.2 0.4 1.7 3.9 7.1 8.8 8.5 6.7 3.9 2.2 1.7 2.3 1.7 1.5 1.9 2.2 2.4 2.3 2.6 2.2 1.0 0.6 0.3 0.2 0.1 0.1
0.1 0.2 0.2 0.4 0.8 1.4 2.9 3.1 2.8 2.5 2.1 1.8 1.5 1.5 1.5 1.6 1.9 2.3 2.6 2.6 3.0 2.6 1.1 0.5 0.3 0.2 0.2 0.1
0.1 0.2 0.2 0.4 0.7 1.2 2.9 2.6 2.5 2.4 2.2 1.9 1.7 1.6 1.6 1.7 2.0 2.4 2.8 3.1 3.5 2.7 1.0 0.5 0.3 0.2 0.2 0.1
0.1 0.1 0.2 0.3 0.6 1.2 2.5 2.3 2.4 2.5 2.4 2.2 2.0 1.9 1.9 2.0 2.2 2.4 2.8 3.4 3.8 2.8 1.1 0.5 0.3 0.3 0.2 0.2
0.1 0.1 0.2 0.3 0.6 1.2 2.7 2.4 2.5 2.6 2.5 2.3 2.3 2.3 2.3 2.4 2.6 2.7 3.1 3.5 3.8 3.0 1.1 0.5 0.3 0.3 0.2 0.2
0.1 0.1 0.2 0.3 0.5 1.0 2.6 2.7 2.5 2.4 2.3 2.3 2.4 2.5 2.6 2.7 2.9 3.2 3.4 3.5 3.6 3.1 1.2 0.6 0.4 0.3 0.2 0.2
0.1 0.1 0.2 0.2 0.4 0.8 2.1 2.5 2.2 2.1 2.0 2.1 2.4 2.6 2.6 2.8 3.1 3.4 3.4 3.2 3.2 3.1 1.4 0.7 0.4 0.3 0.2 0.2
0.1 0.1 0.1 0.2 0.3 0.6 1.4 1.8 1.8 1.7 1.7 2.0 2.4 2.6 2.6 2.8 3.1 3.2 3.2 2.9 3.0 2.6 1.3 0.7 0.4 0.3 0.2 0.1
0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.2 1.3 1.3 1.4 1.7 2.1 2.0 2.0 2.6 3.0 2.9 3.0 2.9 3.2 2.6 1.2 0.7 0.4 0.3 0.2 0.1
0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.7 0.9 0.9 1.0 1.3 1.8 2.1 2.1 2.2 2.5 2.4 2.5 2.7 2.9 2.0 0.9 0.5 0.3 0.2 0.2 0.1
0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.7 0.8 1.1 1.6 1.9 2.1 1.9 1.8 1.8 2.0 2.3 2.3 1.4 0.6 0.4 0.2 0.2 0.1 0.1
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.9 1.3 1.5 1.5 1.3 1.2 1.3 1.5 1.6 1.5 0.9 0.4 0.2 0.2 0.1 0.1 0.1
0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 0.9 0.9 0.9 1.0 1.0 0.8 0.5 0.2 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0
0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0
0.1
0.1
0.2
0.3
0.4
0.5
0.6
0.6
0.5
0.4
0.4
0.4
0.4
0.4
0.5
0.6
0.5
0.4
0.5
0.6
0.4
0.3
0.3
0.3
0.2
0.1
0.0
0.2
0.2
0.3
0.3
0.4
0.5
0.5
0.5
0.8
0.6
0.4
0.5
0.6
0.5
0.5
0.6
0.4
0.3
0.4
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
LUMINAIRE SCHEDULE
Symbol Qty Label Arrangement LLF Description BUG Rating
3 A-1 SINGLE 0.90 NEW BASE, POLE & AREA FIXT 135W LED T4 30'-0 MTG HT (4000K/19063 LUMENS) LSI INDUSTRIES MRM-LED-18L-SIL-4-40-70CR B3-U0-G5
1 B-1 SINGLE 0.90 NEW BASE, POLE & AREA FIXT 85W LED T3 30'-0 MTG HT (4000K/13232 LUMENS) LSI INDUSTRIES MRM-LED-12L-SIL-3-40-70CRI B2-U0-G2
4 UC1 SINGLE 0.90 NEW ROUND RECESSED UNDER CANOPY FIXTURES, APPROX 15W, FINAL SPEC TBD.NA
16 WP1 SINGLE 0.90 NEW WALLPACK FIXT 23W LED T3 9'-0 MTG HT (4000K/3416 LUMENS) LSI INDUSTRIES XWM-3-LED-03L-40 B1-U0-G1
N
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4
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2
WP1
3
WP1
4
WP1
5
WP1
6
WP1
7
WP1
8
WP1
9
WP1 11
WP1
12
WP1
13
WP1
14
WP1
15
WP1
16
WP1
17
WP1
19
WP1
21
UC1
22
UC1
23
UC1
24
UC1
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20
A-1
18
A-1
CALCULATION SUMMARY
Label Avg Max Min Avg/Min Max/Min # Pts
ALL CALC POINTS AT GRADE 1.04 8.6 0.0 N.A.N.A.872
PROPERTY LINE EAST 0.37 0.6 0.0 N.A.N.A.28
PROPERTY LINE WEST 0.34 0.7 0.0 N.A.N.A.27
PARKING AND DRIVES 2.45 4.3 0.6 4.08 7.17 159
PROPOSED
PHOTOMETRIC
PLAN
SL2.0
BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS
SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT
MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD
CONDITIONS.
THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM
LABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING
CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING
ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY
MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.
FOR ADDITIONAL LIGHTING INFORMATION CONTACT:
PH: 763.684.1548
1 PROPOSED PHOTOMETRIC PLAN
SCALE: 1"= 20'-0"
0'20'40'
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#
:
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:
1111 HIGHWAY 25 NORTH
SUITE 201
BUFFALO MN 55313
PH:763.684.1548
FAX:763.682.9048
DATE INIT DESCRIPTION#
NA
1
C.D.HEANER
C.D.HEANER
PR
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TODAY'S LIFE
CHILDCARE
CENTER
ROSEMOUNT, MN
07.25.2024
14 PHEASANT LANE
NORTH OAKS. MN 55127
PH:612-868-3636
08.08.2024 CDH NEW SITE PLAN RCVD 8-8-241
N 2 POLE DETAIL A-1, B-1 PARKING LOT
SCALE: NTS
LIGHT FIXTURE
REFERENCE SPEC SHEETS
FOR POLE CONFIGURATION
CONCRETE POLE BASE
24" DIA X 24" TALL.
USE CEME-TUBE HDPE GEN 2
FORMS WITH CAP. USE
YELLOW ABOVE GRADE &
BLACK BELOW GRADE TO FULL
DEPTH OF FOOTING.
PROVIDE ANCHOR BOLTS &
REBAR & FILL WITH
CONCRETE. FORMS TO REMAIN
IN PLACE
FINISH GRADE
30'-0"
SITE PLAN
SCALE: 1" = 100'-0"
Page 45 of 308
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: August 13, 2024
Subject: Today’s Life Childcare Center Project
The Parks and Recreation Department recently reviewed the plans for the Today’s Life Childcare
Center project. After reviewing the plans, the Parks and Recreation Department staff has the
following comments:
Parks Dedication
The parks dedication requirement for a commercial development is either a 10% of the total
property area as land dedication, a cash dedication in-lieu of land or combination of the two.
Staff is recommending that the City collect cash in-lieu of land for the development that is currently
being processed. The cash dedication for the 1.24 acre development is $11,160.00 (.124 acres x
$90,000 per acre). This amount is to be paid when the building permit is issued.
Please let me know if you have any questions about this memo.
Page 46 of 308
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: August 27, 2024
Tenative City Council Meeting: September 17, 2024
AGENDA ITEM: Request by Kwik Trip for approval of a PUD Final
Site and Building Plan and a Conditional Use Permit
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Eric Van Oss, Economic Development Coordinator AGENDA NO. 6.b.
ATTACHMENTS: _Kwik Trip Store 1757-site improvement
plans_240716, Detached Dumpster Enclosure, KS
LH Vestibule. Rear Gable No Dumpster, 1 Bay LH
CW, 026374-000 Kwik Trip Store 1757 - Engineering
Review Memo 20240820, kwik trip review memo 8
13 24
APPROVED BY:
RECOMMENDED ACTION: Motion to approve the Planned Unit Development Final Site and Building
Plan for Kwik Trip to construct a convenience store, detached car wash, and an automobile fuel station,
subject to the following conditions.
1. Approval of a Conditional Use Permit for automobile fuel station facilities.
2. Provide a landscaping surety bond of $35,925.
3. Applicant shall work with staff to verify lumens identified on the photometric plan do not
exceed 1.0 lumens at non-residential property lines.
4. Non-essential lighting shall be turned off after business hours.
5. No public address system shall be audible from a noncommercial or nonindustrial use or
district.
6. The facility will comply with the restrictions on outside storage, display, and services as outlined
in City Code section 11-6-3.
7. Provide updated plans showing car wash and gas pump stacking in addition to updating the
minimum distance (24’) between pump rows.
8. Payment of $43,110.00 in lieu of park land dedication, to be collected with the building permit
fee.
9. Compliance with all comments and requirements of the City's engineer detailed in the
Engineer's Memo dated June 12, 2024.
10. A sign permit is required for any on-site signage.
Motion to recommend the City Council approve a Conditional Use Permit allowing automobile fuel
station.
BACKGROUND
Applicant Kwik Trip
Page 47 of 308
Property Owner Akron 42, LLC
Site Area in Acres 4.79 Acres
Comp Plan Land Use Designation CC Community Commercial
Current Zoning MX-2 PUD - Highway Mixed Use District Planned
Unit Development
Neighboring Uses West – MX-2 Highway Mixed Use; North – MX-2
Highway Mixed Use; East – MX-2 Highway Mixed
Use; South – MX-2 Highway Mixed Use
The Planning Commission is being asked to consider requests by Kwik Trip for a PUD Final Site and
Building Plan and a Conditional Use Permit to construct an 11,000 square foot convenience store, a
one-bay detached car wash, and automobile fuel stations with a 40x20 fueling canopy. The site plan
generally meets the requirements of the zoning ordinance except for the amount of vehicle stacking
provided for the pump islands and car wash. Additionally, the site plan will need to be updated to show
24’ spacing between parking islands.
SITE HISTORY AND CONTEXT
The subject property is part of the Prestwick Place Planned Unit Development that was originally
approved in 2007. It is designated in the City’s comprehensive land use plan for commercial uses and
has been zoned accordingly since the original PUD approval. The original PUD approval was very
prescriptive about how the site would develop. For example, the PUD described the specific types of
commercial uses, as well as the size of the buildings that would be permitted on the parcels. That was
much more specific than seen in any of the planned unit developments that have been approved since,
and it was very limiting as to the type of commercial development that could occur. A Major PUD
Amendment was approved that removed the subject property, as well as other adjacent undeveloped
outlots from the scope of the Commercial Area Guidelines within the 2007 PUD agreement.
Additionally, land immediately north of the subject parcel was reguided from CC-Community
Commercial to HDR-High Density Residential in order to help provide a critical mass of residents that
would not otherwise support commercial development due to the large swaths of open land held by
Flint Hills Resources and the University of Minnesota within the market area used to determine the
feasibility of commercial projects by developers.
This area is currently undergoing significant commercial development. The LifeTime facility, First State
Bank of Rosemount, Sweet Kneads, and O2B Childcare are currently under construction on nearby
sites.
FINAL SITE AND BUILDING PLAN REVIEW
Legal Authority
Final site and building plan reviews are quasi-judicial actions. In such cases, the City is acting as a judge
to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, Subdivision
Ordinance, and Planned Unit Development Agreements are being followed. Generally, if the
application meets these requirements, it must be approved.
Land Use and Zoning
The site is designated in the City’s Comprehensive Land Use Plan for CC-Community Commercial uses.
Page 48 of 308
The purpose of this designation is to provide retail, professional offices, and personal services that
serve the daily and weekly needs of the residents of Rosemount. The site is part of the MX-2 Highway
Mixed Use zoning district, which is consistent with the site’s land use designation. The proposed use is
permitted within that district, and the associated automobile fuel station is a conditional use in the
MX-2 zoning district. The site is also regulated by the Prestwick Place PUD, although no specific
provisions related to the zoning standards currently apply to the proposed project. The use,
automobile fuel station, has 12 use-specific standards, which will be addressed in each relevant
section.
Setbacks
Minimum Setback Provided Setback Frontage
Building Parking Building Parking
North 10 feet 10 feet 317 feet (fuel
canopy)
13 feet
South (CSAH
42)
30 feet 20 feet 50 feet (main
building)
50 feet
East (Akron) 10 feet 10 feet 135 feet (main
building)
50 feet
West 10 feet 10 Feet 58 feet (car
wash)
153
feet
All building setbacks meet ordinance requirements. The setback for parking from the west property
line is ten (10) feet. The car wash drive aisle is not included in the setback for parking as the parking
and drive aisles will flow into the parking on the site to the east. The pump island canopy setbacks are
the same as setbacks for the principal building. The canopy will need to be extended by 10 feet to
comply with the required spacing of the pump islands but will still greatly exceed the minimum
requirement.
Traffic Circulation
There will be two vehicular accesses into the site, one from either Abbeyfield or Akron Avenue onto an
internal drive and a connection to that drive that runs south from the east/west road separating the
northern Roers site from the commercial development in the south. The access is shown to come from
the northwest side of the site. The site plans also shows a shared access with the future O2B childcare
facility to the east. The car wash’s drive-through is shown to be entered to the east in the center of the
site near the front entrance of the building. This drive-through is shown to be a one-way with the
option to exit either east toward childcare or north towards the main access on Upper 144th West.
Parking is shown to be located on the northern, eastern and southern areas of the site. There are also
sidewalks shown around 3 sides of the convenience store. As required the code’s use standards for
automobile fuel stations, the underground fuel storage tanks are positioned to allow access by motor
fuel transports and unloading operations that do not interfere with site access and circulation.
The zoning code requires stacking for 6 vehicles per wash stall. The code requires stacking for gas
Page 49 of 308
pump islands in each direction in which access can be gained to the pump. Each space needs to be a
minimum of 9 feet wide and 18 feet long. The placement of these stacking rows will minimize noises,
emissions, and headlight glare on adjacent properties nor interfere with circulation throughout the
parking and pedestrian area. Additionally, pump islands are required to have a minimum of 24 feet
between pump rows, measured from curb to curb. The current site plans do not show the car wash or
gas pump stacking and shows 21.5” between pump rows. Staff is recommending the Commission
include, as a condition of approval, the applicant submit updated plans showing the car wash and gas
pump stacking in addition to updating the minimum distance between pump rows.
Parking
The applicant's site plan provides parking that exceeds what is required by the City Code. Fuel stations
require one parking stall per 2 gas pumps. The standalone retail building requires 1 stall per every 300
square feet of general floor area. The building is 11,000 square feet in area, which would require 37
parking stalls for the site. The applicant's original site plan showed 63 parking stalls on site.
Use Required Provided
Automobile fuel station 10 stalls (1 per 2 gas
pumps)
20 stalls
Standalone Retail 37 stalls (1 per 300 square
feet GFA)
43 stalls
Exterior Building Materials and Massing
The elevations included in the applicant’s submittal show a mix of materials that meets the
requirement of the MX-2 zoning district for at least 50% brick or stone. The building façade will be
made up of brick with stucco accents and will be topped with a green metal roof. Being a single-story,
the building does not come close to the maximum building height for the MX-2 zoning district. As
required by the code’s use standards for automobile fuel stations, the principal building is the primary
source for screening the gasoline pumps from the adjacent rights of way and properties. Additionally,
the plans comply with the code requirement that the canopy character and design are consistent with
the principal building on site.
Landscaping
The applicant's landscape plan contains a mix of deciduous and coniferous trees planted to screen the
site from adjacent public rights of way. Additional trees are provided on the landscape islands and in
the open space in front of the main entrance and the car wash and stacking lanes. Based on the site
area of 177,366 square feet, a total of 60 trees are required based on a calculation of one tree per
3,000 square feet. The Zoning Code also requires foundation plantings in an amount equal to 1 per 10
linear feet of building perimeter. The building features 62 linear feet, therefore 62 foundation
plantings must be planted. The landscape plan shows 60 trees and 128 foundation plantings to be
planted on site.
In addition to the landing required by the City’s landscaping ordinance, the MX-2 zoning district
requires a certain level of landscaping in parking lot areas. A minimum of 10% of the site's parking
areas must be landscaped, and within that landscaping one tree per 250 square feet must be provided.
Page 50 of 308
This is in addition to plantings required by the landscaping section of the zoning code.
Type of Planting Required Provided
Tree 60 60
Foundation
Planting/Shrubs
62 128
Park Dedication
The park dedication requirement for commercial developments is either 10% of the total property area
as land dedication or cash-in-lieu of land dedication. The cash dedication for the 4.79-acre site is
$43,110.00 (.479 acres x $90,000/acre). Staff has included the payment of the park dedication fee with
the building permit fee as a recommended condition of approval.
Lighting
The applicant's submittal includes a site lighting plan with photometric study to ensure compliance
with the zoning ordinance. A combination of wall and pole mounted lighting will be used. The pole
mounted lights will be 16 feet in height, which is under the maximum height requirement of 30-feet.
The maximum levels of lighting allowed by the code is 1.0 lumen at non-residential property lines. The
plan overall adheres to the lumen requirements.
CONDITIONAL USE PERMIT
Legal Authority
Conditional use permits (CUP) are considered quasi-judicial actions. In such cases, the City is acting as a
judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and
Subdivision Ordinance are being followed. Generally, if the application meets these requirements, it
must be approved.
REVIEW AND ANALYSIS
Will not be detrimental to or endanger the public health, safety, or general welfare of the
neighborhood or the city.
Finding: The store, gas pumps and car wash will not change any traffic patterns exterior to the site.
Screening will be provided to minimize impacts to traffic on adjacent public rights of way.
Will be harmonious with the objectives of the comprehensive plan and city code provisions.
Finding: The use and location are consistent with the Comprehensive Plan policies. The proposed
automobile fuel station will conform with all requirements of the zoning code, when updated plans
show vehicle stacking for the car wash and fuel pumps and 24’ spacing between pump islands.
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.
Finding: The area is guided for Community Commercial uses. The site itself is surrounded by land that
Page 51 of 308
is designated for commercial uses. The proposed development is consistent with planned uses.
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.
Finding: The site will continue to be served by the existing services, including storm water
management. The project will not require any public services or utilities beyond those being installed
as part of the over development in this area of Rosemount.
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. Finding: The proposed development 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.
Will have vehicular ingress and egress to the property which does not create traffic congestion or
interfere with traffic on surrounding public streets.
Finding: The City’s engineering staff has reviewed the site plan and indicates that the site will not
create traffic congestion or interfere with traffic on surrounding public streets. The streets in this part
of the city were and are being designed with a mix of commercial and residential development in
mind.
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.
Finding: The site features no natural, scenic, or historic features of major importance that will be
impacted by the proposed development.
RECOMMENDATION
Staff is recommending approval of the Final Site and Building Plan and the Conditional Use Permit for
an automobile fuel station, subject to conditions. This recommendation is based on information
provided by the applicant and reviewed in this report.
Page 52 of 308
AK
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145TH ST/COUNTY RD 42
CONNEMARA TRL W
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1757 C001
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KWIK TRIP STORE #1757
PERMIT SET
DRAWING INDEX
C001 TITLE SHEET
C010 ALTA SURVEY
C020 DEMO PLAN
C100 SITE KEYNOTE PLAN
C180 SITE CIRCULATION PLAN
C181 SITE DIMENSION PLAN
C200 GRADE PLAN
C300 STORM SEWER PLAN
C301 STORM SEWER NOTES & DETAILS
C400 UTILITY PLAN
C401 UTILITY NOTES
C500 SITE PLAN DETAILS
C501 SITE PLAN DETAILS
C600 EROSION CONTROL PLAN
C601 EROSION CONTROL NOTES
C602 EROSION CONTROL DETAILS
C603 EROSION CONTROL DETAILS
C700 LANDSCAPE PLAN
C701 LANDSCAPE PLAN
C800 PHOTOMETRIC LIGHTING PLAN
C801 PHOTOMETRIC RENDERING PLANS
OWNER
KWIK TRIP, INC
EVAN ROTHWELL
1626 OAK STREET
LA CROSSE, WI 54602
PHONE: 608-793-4967
EMAIL: erothwell@kwiktrip.com
CIVIL ENGINEER
CARLSON MCCAIN, INC.
DANIEL WILKE
3890 PHEASANT RIDGE DR NE, #100
BLAINE, MN 55449
PHONE: 952-346-3864
EMAIL: dwilke@carlsonmccain.com
SITE DESIGNER
CARLSON MCCAIN, INC.
DANIEL WILKE
3890 PHEASANT RIDGE DR NE, #100
BLAINE, MN 55449
PHONE: 952-346-3864
EMAIL: dwilke@carlsonmccain.com
SURVEYOR
SUNDE LAND SURVEYING
ARLEE J. CARLSON
9001 EAST BLOOMINGTON FREEWAY
SUITE 118
BLOOMINGTON, MN 55420
PHONE: 952-881-2455
SITE LOCATION MAP AERIAL LOCATION MAP
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
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LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
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PROJ. NO.
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SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
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1757 C020
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PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
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LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
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1757 C180
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FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
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FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
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7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 58 of 308
NO
PARKING
LOADING
ZONE
15
'
P
E
R
I
M
E
T
E
R
P
O
T
E
N
T
I
A
L
O
V
E
R
D
I
G
Know what's below.
before you dig.Call
R
1757 C300
ST
O
R
M
S
E
W
E
R
P
L
A
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A
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5
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T
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E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 59 of 308
1757 C301
ST
O
R
M
S
E
W
E
R
NO
T
E
S
&
D
E
T
A
I
L
S
⅛⅜
6.50"
25.00"
20.00"
24.00"
9.00"
Ø22.00"
27"
14.18"
R9.00"
14.18"
R12.00"
R10.00"
Ø18.00"
1" PVC ANTI-SIPHON
PIPE ADAPTER
REMOVABLE WATERTIGHT
ACCESS PORT, 6" OPENING
BMP, INC.
53 MT. ARCHER ROAD, LYME, CT. 06371
(800) 504-8008 FAX: (860)434-3195
DESCRIPTION SCALE
DRAWING NUMBER
DATE
18R SNOUT
OIL & DEBRIS STOP
09/06/99 NONE
18R
FRONT SIDE
PLAN U.S. PATENT #6126817ADDITONAL PATENTS PENDING
DESIGNED TO FIT
48"-60" DIAM.
STRUCTURES
RECOMMENDED SUMP DEPTH 2.5 TO
3X OUTLET PIPE I.D.
RO
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#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 60 of 308
NO
PARKING
LOADING
ZONE
15
'
P
E
R
I
M
E
T
E
R
P
O
T
E
N
T
I
A
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O
V
E
R
D
I
G
Know what's below.
before you dig.Call
R
1757 C400
UT
I
L
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A
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E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 61 of 308
1757 C401
UT
I
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S
“”
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#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 62 of 308
1757 C500
DE
T
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#
1
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7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
6"
12" MIN.
CONCRETE
SLAB-ON-GRADE
WITH #3 REBAR
COMPACTED
AGGREGATE BASE
COMPACTED
SUB-GRADE
GEOTEXTILE FABRIC (TYPE V)
AS DETERMINED BY GEOTECHNICAL ENGINEER
(I.E. OVER TANKS & AT ENTRANCES)
HEAVY DUTY
INCREASE TO 8" THICK W/ #4 REBAR SPACED
36" O.C. AS NOTED ON PLANS
NOTE:
PAVEMENT SECTION TO BE VERIFIED W/
GEOTECHNICAL REPORT.
SPACED 36" O.C.
SAND SUBBASE & DRAINTILE AS
DETERMINED BY GEOTECHNICAL ENGINEER
NO PARKING
1'-0"
DIA
5'
-
0
"
8"
1'
-
6
"
OR PAVEMENT
CONCRETE FOOTING
BLUE HDPE BOLLARD COVER
FINISH GRADE
VAN
ACCESSIBLE
STEEL BOLLARD
ADA ACCESSIBLE SIGNAGE-
ADHESIVE STICKER, WHITE
LETTERS WITH BLUE
BACKGROUND, ADHERE TO
HDPE BOLLARD COVER
DIA.
VAN
ACCESSIBLE
BO
T
T
O
M
O
F
S
I
G
N
DELIVERY
VEHICLES
UNLOADING
IN FRONT
OF
ACCESSIBLE
SPACES
ARE IN
VIOLATION
DELIVERY
VEHICLES
UNLOADING
IN FRONT
OF
ACCESSIBLE
SPACES
ARE IN
VIOLATION
ADD STORE PHONE # TO BOLLARD
(MUST BE VISABLE)
STORE # XXX-XXXX
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
Page 63 of 308
1757 C501
DE
T
A
I
L
S
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M
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,
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T
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#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 64 of 308
NO
PARKING
LOADING
ZONE
15
'
P
E
R
I
M
E
T
E
R
P
O
T
E
N
T
I
A
L
O
V
E
R
D
I
G
Know what's below.
before you dig.Call
R
1757 C600
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
RO
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M
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M
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S
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A
14
5
T
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&
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WI
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1
-
B
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A
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CO
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E
N
C
E
S
T
O
R
E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 65 of 308
1757 C601
ER
O
S
I
O
N
C
O
N
T
R
O
L
N
O
T
E
S
I, Dan Wilke, hereby certify that
I have completed designer SWPP-
Erosion and Stormwater Management
Certification Program
My certification expires May 2026
SWPPP DESIGN CERTIFICATION
I hereby certify that I have completed Installer SWPP- Erosion and
Stormwater Management
Certification Program
signed
expiration
SWPPP INSTALLER CERTIFICATION
I hereby certify that I have completed Inspector SWPP- Erosion and
Stormwater Management
Certification Program
signed
expiration
SWPPP INSPECTOR CERTIFICATION
RO
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M
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T
,
M
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A
14
5
T
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T
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E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 66 of 308
1757 C602
ER
O
S
I
O
N
C
O
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T
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D
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T
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M
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14
5
T
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&
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WI
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-
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CO
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N
C
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S
T
O
R
E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 67 of 308
1757 C603
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
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,
M
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14
5
T
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CO
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C
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S
T
O
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#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:07/16/24 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
Page 68 of 308
NO
PARKING
LOADING
ZONE
Know what's below.
before you dig.Call
R
1757 C700
LA
N
D
S
C
A
P
E
P
L
A
N
RO
S
E
M
O
U
N
T
,
M
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S
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A
14
5
T
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S
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W
&
A
K
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A
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N
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WI
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1
-
B
A
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D
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A
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A
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H
CO
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N
I
E
N
C
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S
T
O
R
E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:License #:
Ryan J. Ruttger, RLA
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 Landscape Architect
under the laws of the State of Minnesota.
56346
RJR
07/16/24
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
Page 69 of 308
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
TREES
RM 7 Acer rubrum `Northwood`Northwood Red Maple 2.5" Cal.B&B
FM 4 Acer x freemanii `Sienna`Sienna Glen Maple 2.5" Cal.B&B
RB 3 Betula nigra
Clump Form, 2.5" Cal Equivalent River Birch Multi-Trunk 10` Ht.B&B
HL 2 Gleditsia triacanthos inermis `Harve`Northern Acclaim Thornless Honey Locust 2.5" Cal.B&B
WO 7 Quercus bicolor Swamp White Oak 2.5" Cal.B&B
BL 7 Tilia americana `Boulevard`Boulevard Linden 2.5" Cal.B&B
CONIFEROUS TREES
BF 4 Abies balsamea Balsam Fir 6` Ht.B&B
BH 5 Picea glauca densata Black Hills Spruce 6` Ht.B&B
WP 6 Pinus strobus White Pine 6` Ht.B&B
ORNAMENTAL TREES
SB 3 Amelanchier x grandiflora `Autumn Brilliance`
Clump Form, 1.5" Cal Equivalent Autumn Brilliance Serviceberry 7` Ht.B&B
CA 6 Malus x `Prairifire`Prairifire Crabapple 1.5" Cal.B&B
JL 6 Syringa reticulata `Ivory Silk`
White Flowers Ivory Silk Japanese Tree Lilac 1.5" Cal.B&B
PLANT SCHEDULE
SHRUBS
SSC 8 Clethra alnifolia `Hummingbird`Summersweet #5 Cont.
RTD 8 Cornus sericea `Alleman`s Compact`Dwarf Red Twig Dogwood #5 Cont.
DBH 44 Diervilla lonicera Dwarf Bush Honeysuckle #5 Cont.
CWH 2 Hamamelis virginiana Common Witch Hazel #5 Cont.
NBS 8 Physocarpus opulifolius `Seward` TM Summer Wine Seward Ninebark #5 Cont.
RHO 9 Rhododendron x `P.J.M.`PJM Rhododendron #5 Cont.
SPG 18 Spiraea x bumalda `Goldflame`Goldflame Spirea #5 Cont.
MKL 3 Syringa patula `Miss Kim`Miss Kim Lilac #5 Cont.
VBC 6 Viburnum trilobum `Bailey Compact`Bailey`s Compact American Cranberry Bush #5 Cont.
EVERGREEN SHRUBS
JSG 14 Juniperus chinensis `Sea Green`Sea Green Juniper #5 Cont.
ARB 8 Thuja occidentalis `BailJohn`Technito Arborvitae 6` Ht.B&B
GRASSES
KFG 43 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass #3 Cont.
PERENNIALS
DLB 28 Hemerocallis x `Baja`
Red Flowers Baja Daylily #1 Cont.
GROUND COVERS
ROCK 2,027 sf Rock Mulch
Non-Woven Geotextile Incidental 1.5" Trap Rock Mulch 4" Depth
SOD 31,092 sf Turf Sod Bluegrass Kentucky Bluegrass sod
TI 54,934 sf
Type I - Native Seed Mix
Refer to notes for acceptable seeding
methods. Seeding Rate 50.0 lb/ac
MnDOT Seed Mix 35-241 seed
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
1757 C701
LA
N
D
S
C
A
P
E
P
L
A
N
RO
S
E
M
O
U
N
T
,
M
I
N
N
E
S
O
T
A
14
5
T
H
S
T
W
&
A
K
R
O
N
A
V
E
N
U
E
WI
T
H
1
-
B
A
Y
D
E
T
A
C
H
E
D
C
A
R
W
A
S
H
CO
N
V
E
N
I
E
N
C
E
S
T
O
R
E
#
1
7
5
7
FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
11004-00
2024-07-16
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:License #:
Ryan J. Ruttger, RLA
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 Landscape Architect
under the laws of the State of Minnesota.
56346
RJR
07/16/24
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
Page 70 of 308
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0.7
0.5
0.3
0.2
0.1
0.1
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
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.4
4.5
5.4
6.2
6.8
7.1
7.2
7.6
8.1
8.7
8.4
9.1
10.2
11.3
8.7
8.9
7.7
6.8
6.5
6.9
8.2
9.7
11.2
12.8
14.1
15.4
14.3
13.0
11.0
9.3
7.0
5.2
3.6
2.4
2.1
2.9
4.1
4.3
4.1
4.7
3.2
2.9
2.3
1.9
1.9
2.0
2.3
2.7
3.2
3.9
4.8
5.6
6.2
6.7
7.0
7.2
6.9
5.6
2.9
4.1
2.8
1.9
1.3
0.9
0.7
0.6
0.5
0.5
0.6
0.6
0.7
0.9
1.2
1.8
2.7
2.8
2.8
3.2
2.7
2.3
2.3
2.0
1.6
1.1
0.8
0.5
0.3
0.2
0.1
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
0.1
0.0
0.0
0.0
0.0
0.0
2.1
3.1
0.1
0.1
0.2
6.8
7.3
7.8
8.0
8.6
9.2
10.2
10.1
10.9
11.4
12.4
10.2
9.6
8.6
9.1
7.8
8.1
9.2
11.0
12.7
14.8
14.7
17.4
15.6
13.5
11.4
10.0
7.4
5.2
3.5
2.3
1.9
2.1
2.2
2.0
1.9
2.1
2.5
2.1
1.6
1.5
1.5
1.6
1.9
2.3
3.0
3.9
4.9
6.0
6.6
7.2
7.4
7.6
7.9
6.9
5.4
4.3
3.1
2.1
1.4
1.1
0.9
0.8
0.8
0.8
0.8
0.9
1.0
1.2
1.6
2.2
3.1
4.1
2.3
4.2
4.0
4.2
3.6
2.9
2.2
1.6
1.1
0.7
0.4
0.3
0.2
0.1
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
0.1
0.1
0.0
0.0
0.0
0.0
1.5
2.3
3.4
4.4
5.4
5.9
6.3
6.6
7.4
8.1
9.1
10.0
11.2
11.2
12.1
12.9
14.1
13.4
12.0
9.9
10.1
8.7
9.0
10.2
13.0
13.9
14.5
18.3
18.8
16.9
14.8
12.3
10.5
7.7
5.3
3.5
2.3
1.6
1.3
1.1
0.9
0.8
1.2
1.3
1.3
1.2
1.2
1.2
1.4
1.7
2.1
2.8
3.8
5.0
6.2
6.9
7.0
7.3
7.5
7.7
7.8
6.8
4.8
3.3
2.4
1.8
1.5
1.3
1.2
1.2
1.2
1.2
1.3
1.3
1.5
1.9
2.6
3.5
4.5
4.7
6.0
6.0
5.2
4.5
3.7
2.9
2.0
1.4
0.9
0.6
0.4
0.2
0.1
0.1
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
0.1
0.0
0.0
0.0
0.0
0.0
1.7
2.5
3.6
4.5
5.3
5.6
6.0
6.3
7.0
8.0
9.3
10.5
11.7
11.7
12.4
12.9
13.2
12.4
10.9
10.1
9.6
9.2
9.3
10.2
12.5
13.8
15.8
16.1
18.2
16.0
14.2
12.0
10.3
7.7
5.3
3.5
2.2
1.5
1.0
0.7
0.6
0.6
0.8
0.9
1.0
1.0
1.0
1.2
1.4
1.7
2.2
2.9
3.8
5.0
6.2
7.1
7.3
7.2
7.4
7.5
7.5
7.0
6.0
4.5
3.3
2.5
2.2
2.0
2.0
1.9
1.9
1.9
1.9
2.0
2.3
2.8
3.7
4.8
6.1
6.7
6.7
6.2
5.6
5.2
4.3
3.4
2.5
1.8
1.2
0.8
0.5
0.3
0.2
0.1
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
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.6
4.5
5.1
5.3
5.6
5.9
6.6
7.7
9.1
10.5
11.7
12.1
12.5
12.3
11.9
11.1
9.5
9.2
9.0
8.8
9.0
9.6
10.8
12.3
13.9
13.9
16.3
15.1
13.4
11.2
9.8
7.5
5.3
3.6
2.3
1.6
1.1
0.9
0.7
0.8
0.9
0.9
1.0
1.1
1.2
1.3
1.5
1.9
2.4
3.1
4.0
5.1
6.2
7.2
7.8
7.6
7.2
7.3
7.4
7.1
6.2
5.4
4.4
3.7
3.2
3.0
2.9
2.9
2.8
2.8
2.7
2.8
3.1
3.7
4.5
5.4
6.1
6.4
6.0
5.9
5.6
5.3
4.7
3.9
2.9
2.1
1.4
0.9
0.6
0.4
0.2
0.1
0.1
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
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.1
0.1
0.1
5.2
5.5
6.0
6.6
7.5
8.7
10.0
11.2
11.6
11.6
11.0
10.4
9.7
8.4
8.1
8.2
8.2
8.6
9.1
9.9
10.8
12.0
14.2
14.5
13.7
12.8
11.2
9.6
7.3
5.3
3.8
2.6
1.9
1.4
1.1
1.1
1.1
1.1
1.1
1.2
1.3
1.4
1.6
1.9
2.4
2.9
3.6
4.5
5.5
6.5
7.2
7.6
7.8
7.4
7.2
7.3
6.9
6.5
6.0
5.4
4.9
4.5
4.3
4.1
4.0
3.9
3.8
3.6
3.4
3.5
4.0
4.7
5.5
5.9
5.9
5.7
5.4
5.1
5.1
4.7
4.1
3.1
2.2
1.5
1.0
0.7
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.1
0.2
0.3
0.3
0.3
0.3
0.3
3.9
4.3
4.6
4.9
5.4
6.3
7.4
8.7
9.8
10.3
10.4
9.9
9.4
8.8
7.9
7.3
7.6
7.9
8.2
8.5
9.0
9.6
10.4
11.4
12.2
12.1
11.6
10.7
9.4
7.4
5.5
4.1
3.0
2.3
1.8
1.6
1.5
1.5
1.5
1.5
1.6
1.7
1.9
2.2
2.5
3.1
3.7
4.4
5.2
6.0
6.7
7.1
7.2
7.2
7.3
7.2
6.9
6.6
6.5
6.3
6.1
5.8
5.5
5.4
5.2
5.1
5.0
4.7
4.3
3.8
3.7
4.1
4.6
5.2
5.6
5.3
5.1
5.1
5.1
4.9
4.4
3.6
2.8
2.0
1.5
1.0
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.6
1.0
0.7
1.0
1.0
0.9
1.0
3.6
3.8
3.7
3.9
4.3
5.0
5.9
6.9
7.8
8.2
8.2
8.0
7.6
7.2
6.6
6.3
6.6
6.9
7.3
7.7
8.3
8.6
9.3
10.1
10.6
10.8
10.6
10.0
8.9
7.4
5.9
4.7
3.7
3.0
2.6
2.3
2.2
2.1
2.1
2.1
2.2
2.3
2.5
2.8
3.3
3.9
4.6
5.3
5.7
5.9
6.4
6.8
6.8
6.7
6.5
6.5
6.4
6.1
6.0
6.1
6.1
5.9
5.5
5.3
5.2
5.2
5.3
5.0
4.5
3.9
3.6
3.8
4.3
4.9
5.2
5.1
5.1
5.0
4.6
4.0
3.4
2.8
2.2
1.7
1.3
0.9
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
0.6
1.1
2.1
3.4
4.6
2.9
4.6
4.9
4.1
3.3
3.0
3.3
3.8
4.5
5.2
5.7
5.9
5.9
5.7
5.5
5.2
5.0
5.0
5.2
5.5
6.0
6.5
6.8
7.2
7.8
8.5
8.9
9.1
9.1
9.0
8.3
7.4
6.4
5.6
4.8
4.2
3.7
3.4
3.2
3.1
3.1
2.9
2.8
2.9
3.1
3.6
4.2
4.9
5.3
5.5
5.4
5.8
6.3
6.7
6.3
6.1
5.7
5.5
5.4
5.3
5.3
5.7
6.0
6.1
5.9
5.8
5.8
5.6
5.6
5.0
4.4
3.7
3.4
3.5
3.9
4.4
4.7
4.6
4.3
3.8
3.4
2.9
2.4
2.0
1.6
1.3
1.0
0.7
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
0.6
1.0
1.9
3.8
6.3
6.1
7.1
6.6
4.6
3.2
3.1
3.2
3.7
3.9
3.7
3.9
4.0
4.2
4.8
4.6
4.6
4.3
3.8
3.9
4.3
4.7
5.1
5.4
5.9
6.6
7.3
7.9
8.4
8.6
8.7
8.6
8.0
7.4
6.9
6.3
5.7
5.2
4.9
4.7
4.5
4.2
3.8
3.4
3.4
3.5
4.1
4.8
5.3
5.3
5.5
5.8
6.2
6.5
6.4
6.0
5.4
4.9
4.5
4.4
4.4
4.7
5.2
5.7
6.1
6.3
6.2
6.1
6.0
5.6
4.9
4.2
3.4
3.1
3.1
3.3
3.6
3.7
3.5
3.1
2.7
2.3
2.0
1.6
1.3
1.1
0.9
0.7
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
0.9
1.8
4.3
9.5
11.9
19.5
17.9
16.5
13.5
14.5
13.2
14.8
10.7
2.4
2.5
2.6
5.5
14.0
13.9
15.2
11.0
4.5
3.0
3.2
3.6
4.0
4.4
5.0
5.9
6.7
7.8
8.7
9.3
9.7
9.9
9.6
9.1
8.7
8.3
7.9
7.5
7.1
6.7
6.2
5.6
4.8
4.1
3.6
3.6
4.1
4.7
5.2
5.6
5.9
6.2
6.5
6.8
6.4
5.6
4.7
3.9
3.4
3.4
3.5
3.9
4.4
5.1
5.8
6.5
6.8
6.7
6.2
5.3
4.5
3.7
3.0
2.6
2.5
2.6
2.7
2.6
2.4
2.1
1.8
1.5
1.2
1.0
0.8
0.7
0.5
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
0.8
2.0
8.4
27.0
23.1
42.9
38.9
35.2
31.6
32.5
31.1
32.5
30.2
31.3
29.9
30.9
29.5
31.2
32.3
23.6
13.0
4.6
2.5
2.8
3.1
3.7
4.5
5.6
6.9
8.5
10.2
11.5
12.4
12.8
12.6
12.0
11.5
11.1
10.7
10.3
9.8
9.1
8.1
7.3
5.9
4.6
3.7
3.4
3.7
4.3
4.9
5.6
5.9
6.5
6.9
6.6
5.6
4.1
3.2
2.6
2.4
2.4
2.6
3.0
3.6
4.3
4.9
5.6
5.9
5.9
5.4
4.6
3.8
3.0
2.4
2.1
2.0
2.0
1.9
1.8
1.6
1.4
1.1
0.9
0.7
0.6
0.5
0.4
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.6
8.1
29.1
28.6
10.5
2.3
2.2
2.6
3.2
4.2
5.7
7.4
9.7
11.9
14.0
15.9
16.7
16.9
16.0
15.5
14.7
14.5
14.5
13.7
12.1
10.4
8.9
6.7
4.9
3.6
3.1
3.2
3.7
4.3
4.9
5.5
6.1
5.8
3.0
4.5
3.5
2.6
2.1
1.9
1.9
1.9
2.1
2.3
2.6
3.1
4.0
3.1
4.5
3.7
2.8
2.3
2.0
1.7
1.5
1.5
1.4
1.4
1.2
1.1
0.9
0.7
0.5
0.4
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
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
0.1
0.1
0.1
0.1
0.1
0.2
0.4
7.1
26.5
29.8
10.0
1.9
1.8
2.3
3.1
4.3
6.1
8.3
11.2
14.3
17.3
20.8
23.3
24.1
22.5
20.9
20.2
20.7
21.2
20.1
17.1
13.5
10.4
7.4
5.1
3.5
2.8
2.7
3.1
3.6
4.0
4.5
4.0
4.2
2.4
3.2
3.1
2.2
1.7
1.4
1.3
1.3
1.2
1.4
1.8
2.4
3.2
3.0
3.7
2.9
2.1
1.5
1.1
1.0
1.0
1.0
1.0
0.9
0.8
0.7
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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
0.1
0.1
0.1
0.1
0.1
0.4
8.1
29.9
31.3
10.9
1.7
1.6
2.2
3.1
4.5
6.6
9.3
12.8
16.5
20.7
26.5
31.4
33.6
30.9
27.5
26.2
28.0
29.9
28.4
23.2
16.3
11.4
7.8
5.2
3.4
2.5
2.3
2.4
2.7
2.9
2.7
2.7
3.1
3.6
3.6
3.0
2.1
1.5
1.2
1.0
0.9
0.9
1.0
1.3
1.7
2.5
3.1
3.0
2.2
1.5
1.1
0.9
0.7
0.7
0.7
0.7
0.6
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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
0.1
0.1
0.1
0.1
0.5
8.1
27.7
29.5
9.7
1.5
1.6
2.3
3.2
4.8
7.3
10.5
14.6
19.2
24.5
31.9
39.2
42.0
38.3
33.2
31.0
34.3
38.5
36.8
28.5
18.8
12.2
7.9
5.1
3.3
2.4
2.1
1.9
1.9
1.7
1.6
1.8
2.1
2.6
2.2
1.7
1.4
1.1
0.9
0.8
0.8
0.7
0.8
1.0
1.4
1.6
1.6
1.6
1.6
1.2
0.8
0.6
0.6
0.5
0.5
0.5
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
3.0
19.9
41.2
31.2
10.8
1.6
1.6
2.4
3.4
5.3
8.1
11.8
16.6
22.1
28.2
36.7
44.9
47.9
42.3
36.1
34.8
38.2
43.5
41.6
31.6
20.2
12.3
7.6
4.9
3.3
2.4
2.0
1.7
1.4
1.2
1.2
1.2
1.4
1.7
1.3
1.1
0.9
0.8
0.7
0.6
0.6
0.6
0.7
0.8
0.9
0.9
0.9
0.9
0.9
0.8
0.7
0.5
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
2.8
12.4
27.9
37.7
29.5
9.8
1.6
1.8
2.5
3.7
5.7
9.0
13.0
18.4
24.3
30.8
39.2
45.8
47.7
42.3
36.5
34.7
39.1
44.9
42.8
32.2
20.7
12.5
7.6
4.9
3.4
2.6
2.1
1.7
1.4
1.2
1.0
0.9
1.0
1.0
0.9
0.8
0.7
0.6
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.4
0.3
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
10.3
27.4
31.2
11.0
1.9
1.9
2.7
4.0
6.2
9.7
14.2
20.0
26.3
32.9
41.1
46.9
47.6
41.7
35.9
35.1
39.0
43.4
41.2
31.8
20.7
12.8
7.9
5.1
3.6
2.9
2.4
2.0
1.7
1.4
1.1
0.8
0.8
0.7
0.6
0.6
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
11.1
29.5
29.3
10.2
2.1
2.1
3.0
4.3
6.6
10.3
15.0
21.0
27.4
34.1
42.5
48.2
49.0
42.9
37.1
36.0
39.4
43.6
41.4
32.1
21.3
13.2
8.2
5.4
3.9
3.2
2.9
2.5
2.1
1.7
1.4
0.8
0.6
0.5
0.5
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
11.6
30.8
31.0
11.6
2.4
2.4
3.3
4.6
7.0
10.8
15.4
21.6
28.3
35.2
43.7
50.5
51.8
45.7
39.2
37.3
41.4
46.5
44.4
34.0
22.2
13.7
8.5
5.6
4.2
3.7
3.5
3.2
2.7
2.2
1.7
1.0
0.5
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
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
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
10.8
28.5
29.4
11.1
2.9
2.9
3.6
4.9
7.3
11.1
15.9
22.0
28.8
35.8
44.8
52.7
54.4
47.4
40.3
39.0
42.4
48.0
45.8
34.8
22.6
13.9
8.7
5.8
4.6
4.3
4.3
4.1
3.6
2.9
2.1
1.2
0.4
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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
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
0.8
11.7
30.0
30.8
13.4
4.1
3.7
4.2
5.3
7.6
11.4
16.0
22.2
28.7
35.6
44.1
50.6
51.8
45.8
39.5
37.4
41.4
46.4
44.2
33.9
22.3
13.8
8.7
6.0
4.9
5.0
5.3
5.0
4.2
3.3
2.5
1.2
0.4
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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
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
0.8
11.1
29.7
21.6
12.3
5.9
5.1
5.1
5.8
7.9
11.6
16.4
22.4
28.9
35.6
43.9
49.6
50.2
44.0
37.9
36.9
40.0
44.1
41.8
32.4
21.7
13.6
8.6
6.0
5.1
5.6
6.1
5.7
4.5
3.6
2.5
1.1
0.4
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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
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
0.8
12.0
30.7
10.7
8.7
6.9
6.0
6.4
8.2
11.8
16.5
22.5
28.9
35.6
44.0
49.8
50.5
44.3
38.3
37.0
40.2
44.5
42.2
32.6
21.8
13.6
8.6
5.9
5.2
6.1
6.8
6.5
5.4
4.3
3.0
1.1
0.4
0.3
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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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
0.0
0.0
0.8
11.1
29.8
13.3
11.5
8.7
6.9
6.8
8.5
11.9
16.4
22.5
29.1
36.0
44.5
51.4
52.6
46.5
39.9
37.9
41.9
47.1
44.8
34.3
22.4
13.8
8.6
5.8
5.3
6.4
7.6
7.4
6.2
5.3
3.5
1.3
0.5
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
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0.0
0.0
0.0
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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
0.8
12.0
30.7
14.0
12.1
9.1
7.2
7.0
8.5
11.9
16.6
22.6
29.4
36.4
45.3
53.1
54.8
47.8
40.7
39.3
42.6
48.2
46.0
35.0
22.7
13.9
8.6
5.8
5.2
6.6
7.8
7.6
6.6
5.2
3.1
1.1
0.6
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
11.1
29.8
11.7
10.4
8.2
6.9
6.9
8.5
12.0
16.5
22.6
29.1
35.9
44.4
50.8
51.9
45.9
39.6
37.4
41.4
46.4
44.1
33.9
22.2
13.7
8.5
5.7
5.2
6.6
7.8
7.6
6.4
4.5
2.5
1.1
0.5
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
12.0
30.8
28.1
16.9
8.3
6.9
6.3
6.7
8.6
12.1
16.7
22.7
29.2
35.8
44.0
49.7
50.1
43.9
37.9
36.8
39.9
43.9
41.6
32.2
21.5
13.5
8.5
5.7
5.2
6.6
7.8
7.6
6.4
4.5
2.5
1.1
0.6
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
11.1
29.9
31.6
15.6
6.7
6.0
6.0
6.7
8.6
12.1
16.7
22.7
29.0
35.6
44.0
49.7
50.4
44.2
38.2
36.8
40.0
44.2
41.9
32.4
21.6
13.5
8.4
5.7
5.1
6.5
7.8
7.6
6.6
5.3
3.1
1.1
0.6
0.4
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
12.0
30.7
33.3
15.3
6.4
5.9
6.2
6.8
8.6
12.1
16.6
22.6
29.1
36.0
44.4
51.2
52.4
46.2
39.6
37.5
41.6
46.8
44.5
34.1
22.2
13.6
8.5
5.7
5.2
6.3
7.6
7.4
6.3
5.4
3.6
1.3
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
9.0
29.0
26.5
31.4
32.1
33.8
33.6
32.8
32.2
31.5
30.9
25.4
28.7
31.1
34.0
38.2
34.6
17.9
27.8
13.4
6.9
6.7
6.9
7.3
8.9
12.2
16.7
22.6
29.3
36.2
45.0
52.8
54.4
47.3
40.2
38.8
42.2
47.8
45.6
34.6
22.4
13.7
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5.8
5.1
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6.6
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19.3
18.7
14.8
17.6
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21.8
23.3
23.8
15.6
10.1
8.3
8.0
8.2
8.3
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9.6
12.4
16.5
22.4
28.7
35.4
43.7
50.1
51.3
45.2
38.9
36.7
40.7
45.7
43.5
33.3
21.7
13.4
8.4
5.7
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34.5
42.7
48.3
48.8
42.7
36.6
35.6
38.7
42.8
40.6
31.3
20.8
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4.9
5.3
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11.3
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10.6
11.1
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16.5
21.2
26.9
33.1
41.2
46.9
47.8
41.9
36.1
34.9
38.1
42.4
40.2
30.9
20.4
12.7
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5.4
4.3
4.2
4.4
4.4
4.2
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11.9
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14.2
16.4
20.4
25.4
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39.4
46.2
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42.4
36.3
34.3
38.4
43.7
41.7
31.6
20.3
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15.2
16.2
19.3
23.4
28.6
36.4
44.2
46.7
41.0
34.8
33.5
36.8
42.3
40.5
30.4
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14.5
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37.3
39.1
34.9
29.9
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36.1
34.6
26.1
16.7
10.1
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13.1
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16.2
18.4
21.3
25.7
29.1
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21.6
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FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
DJW
11004-00
2023-08-28
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date: 08/28/23 License #:
Daniel J. Wilke, P.E.
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 Professional Engineer
under the laws of the State of Minnesota.
PRELIM
I
N
A
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Y
Ryan J. Ruttger, RLA
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 Landscape Architect
under the laws of the State of Minnesota.
56346
RJR
08/28/23
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
53182
PHOTOMETRIC SITE PLAN
SCALE: 1'' = 30'-0''
2024-0195.18
275 West Wisconsin Avenue, Suite 300
Milwaukee, WI 53203
414 / 259 1500
414 / 259 0037 fax
D20
S7E
CF
C5
CWT
P13L
P1F
P1FL
PROVIDE (17) 16' POLES.
FIXTURE QUANTITIES
- 45
- 4
- 11
- 9
- 2
- 3
- 13
- 5
LED LIGHT MOUNTED UNDER FUEL CANOPIES
LED STRIP LIGHT MOUNTED IN GABLE
RECESSED LED DOWNLIGHT
POLE MOUNTED LED FIXTURE
FIXTURE SYMBOLS:
CONTRACTOR SHALL POLE MOUNT FIXTURE 6'-0" FROM BACK OF CURB TO EDGE
OF POLE BASE.
KEYED NOTES:
COORDINATE LOCATION AND MOUNTING HEIGHT OF SECURITY CAMERA WITH OWNER.
OVERALL SITE:
AVERAGE: 3.1
MAXIMUM: 54.8
MINIMUM: 0.0
CALCULATION STATISTICS
C800
PH
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S7E -
FIXTURE TYPES:
D20 -
CF -
C5 -
1
2
CAMERA
LSI LIGHTING: MRS-LED-18L-SIL-3-UNV-50-70CRI-WHT-IL
LSI LIGHTING: MRS-LED-18L-SIL-FT-UNV-50-70CRI-WHT
LSI LIGHTING: MRS-LED-18L-SIL-FT-UNV-50-70CRI-WHT-IL
P13L-
P1F-
P1FL-
WALL MOUNTED LED FIXTURE
LSI LIGHTING: SCV-LED-15L-SC-UNV-DIM-50-WHT MOUNTED
UNDER GAS CANOPY
LSI LIGHTING: SCV-LED-23L-SCFT-UNV-DIM-50-WHT MOUNTED
UNDER GAS CANOPY MOUNT FIXTURES WITH FORWARD
THROW OPTIC AIMING IN DIRECTION OF ARROW.
LED STRIP LIGHT MOUNTED IN GABLE LITHONIA
TZL1N-L96-10000LM-FST-MVOLT
RECESSED LED DOWNLIGHT
GOTHAM EVO-35/30-8AR-WD-120-TRW
LED WALL PACK LSI LIGHTING: XPWS3-FT-LED-48-350-CW-UE-BLK
FOOTCANDLES CALCULATED AT MOUNTING HEIGHT OF 8'-6" AFG.
CWT -
LOT LIGHT ELEVATION DETAIL
NOT TO SCALE
GRADE LEVELCURB
CEME-TUBE FORM
ABOVE GRADE
DRILLED PIER
FOUNDATION
3'
16
'
POLE SHALL BE RATED FOR
WIND SPEED OF 125MPH
3'
1. FOOTCANDLE LEVELS SHOWN ON THIS PLAN ARE CALCULATED AT GRADE
LEVEL.
2. ALL POLES SHALL BE INSTALLED A MINIMUM OF 3'-0" FROM BACK OF CURB TO
EDGE OF POLE BASE UNLESS NOTED.
3. POLE THAT ARE LOCATED AT CORNER OF ISLAND SHALL BE A MINIMUM OF
6'-0" FROM BACK OF CURB TO EDGE OF POLE BASE. POLES THAT MUST BE
INSTALLED LESS THAN 6'-0" FROM BACK OF CURB TO EDGE OF POLE BASE
SHALL HAVE PROTECTIVE BOLLARDS INSTALLED AROUND THE POLE BASE.
COORDINATE WITH KWIK TRIP PRIOR TO INSTALLATION.
GENERAL NOTES:
2
2
Page 71 of 308
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FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
11004-00
2023-08-28
GRAPHIC
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
Name:
Signature:
Date:License #:PRELIM
I
N
A
R
Y
3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449
TEL 763.489-7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM
PHOTOMETRIC RENDERING PLAN
NOT TO SCALE
PHOTOMETRIC RENDERING PLAN
NOT TO SCALE
2024-0195.18
275 West Wisconsin Avenue, Suite 300
Milwaukee, WI 53203
414 / 259 1500
414 / 259 0037 fax C801
PH
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Memorandum
To: Brian Erickson, City Engineer
Nick Egger, Director of Public Works
From: Amanda Sachi, PE
Laura Pietila, PE
Kris Keller, PE
Date: August 20, 2024
Re: Kwik Trip – Store 1757
Engineering Review
WSB Project No. 026374-000
We reviewed the documents provided by Carlson McCain on August 6, 2024. Documents
reviewed include:
•Kwik Trip – Store 1757 - Site Plans – prepared by Carlson McCain, dated 7/16/24
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 approximately 9,000 sf convenience
store together with a carwash and parking area with stormwater management
facilities on a 4.80-acre site on Lot 1 Block 2 from Prestwick Place 24th Addition.
b.The site is located north of CSAH 42/145th Street and west of Akron Avenue.
2. Existing Conditions/Site Demolition Plan
a.Verify with Public Works whether the existing service serving Lot 1 Block 2 would
need to be removed or abandoned.
3. Site Plan
a.Compare plans and coordinate grading with O2B childcare site to the west
i. Provide access easements and agreements
b.Install commercial apron or valley gutter at entrance utilizing current City Standard
Detail Plates
c.Verify with Planning whether sidewalk/pedestrian access to a trail at the limits of
the development will be required
4. Grading and Drainage Plan
a.Provide EOFs of all low points in the paved and greenspace areas
b.Coordinate grading with adjacent proposed O2B Childcare site to the west
i. Discrepancies exist between proposed grades along the shared property
line
Page 76 of 308
Kwik Trip – Store 1757
August 20, 2024
Page 2
c.Any grading on adjacent property will require the approval and permission of the
adjacent property owner.
5. Utility Plans
a.Fire Official to review fire coverage and hydrant spacing
i. Additional hydrant(s) on site may be required
b.Provide top and bottom of pipe elevations at utility crossings
i. Maintain minimum 18" separation between water and sewer
ii. Insulate if separation between storm sewer and water is less than 36"
c.Consider making connection to existing 12" DIP watermain
i. Coordinate with City Public Works whether it will be necessary to remove
or abandon service if unused
6. Erosion and Sediment Control Plans
a.No comments.
7. Details & Specifications
a.Utilize current City Standard Detail Plates
b.Provide City detail for commercial entrance or valley gutter
8. Landscape Plan
a.No comments.
Page 77 of 308
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: August 13, 2024
Subject: Kwik Trip Project
The Parks and Recreation Department recently reviewed the plans for the Kwik Trip project. After
reviewing the plans, the Parks and Recreation Department staff has the following comments:
Parks Dedication
The parks dedication requirement for a commercial development is either a 10% of the total
property area as land dedication, a cash dedication in-lieu of land or combination of the two.
Staff is recommending that the City collect cash in-lieu of land for the development that is currently
being processed. The cash dedication for the 4.79-acre development $43,110.00 (.479 acres x
$90,000 per acre). This amount is to be paid when the building permit is issued.
Please let me know if you have any questions about this memo.
Page 78 of 308
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: August 27, 2024
Tenative City Council Meeting:
AGENDA ITEM: Request by David Weekley Homes for a Variance
from the Rear Yard Setback Requirement for
Principal Structures in the R-1 PUD - Low Density
Traditional Residential Planned Unit Development
Zoning District.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.c.
ATTACHMENTS: Resolution, Site Location, Site Plan, Applicant's
Narrative
APPROVED BY: AK
RECOMMENDED ACTION: Motion by the Planning Commission acting as the Board of Appeals and
Adjustments to adopt a resolution approving a variance from the R-1 PUD – Low Density Traditional
Residential Planned Unit Development rear yard setback standard for principal structures from twenty
(20) feet to sixteen (16) feet at 15035 Ardgillan Road.
BACKGROUND
SUMMARY
Applicant and Owner: David Weekley Homes
Location: 15035 Ardgillan Road
Area in Acres: 4,006 Square Feet
Comp. Guide Plan Designation: MUR - Mixed Use Residential
Current Zoning: R-1 PUD - Low Density Traditional Residential
Planned Unit Development District
The Planning Commission, acting as the Board of Appeals and Adjustments, is being asked to consider
an application from David Weekley Homes for a variance from the minimum rear yard setback
requirement for principal structures in order to facilitate the construction of a new home at 15035
Ardgillan Road in the R-1 PUD – Low Density Traditional Residential Planned Unit Development zoning
district. The applicant is requesting a variance that would reduce the minimum rear yard setback for
principal structures from 20 feet to 16 feet. Staff recommends that the Planning Commission acting as
the Board of Appeals and Adjustments approve the variance request.
BACKGROUND
The subject property is located between Ardgillan Road and 151st Street West within the Amber Fields
10th Addition subdivision. The Amber Fields 10th Addition is part of the Amber Fields 5th Addition
preliminary plat area which was approved by City Council in July 2022 and consisted of 124 single-
Page 79 of 308
family lots. Also approved with the preliminary plat for the 5th addition was a final plat and a minor
amendment to the Amber Fields Planned Unit Development Agreement. Requested deviations from
the zoning code with that amendment include:
• A deviation to reduce the minimum lot area to 3,435 square feet and 4,590 square feet for
corner lots.
• A deviation to reduce the minimum lot width to 38.17 feet and 51 feet for corner lots.
• A deviation to reduce the front yard setback to 20 feet.
• A deviation to increase the maximum gross density to 6.82 dwelling units/acre.
Along with those requested deviations, there were additional deviations from the zoning code that
were approved with the original Amber Fields Planned Unit Development Agreement. Some of those
deviations included increasing the impervious surface coverage, decreasing the side yard, front yard
and rear yard setback standards, and decreasing the minimum lot width and area. Amber Fields 10th
Addition was the second and final phase of development for the original Amber Fields 5th Addition
preliminary plat area. The 10th addition final plat was approved by City Council in April 2023 and
consisted of the remaining 75 single-family lots.
The applicant is requesting a variance to reduce the minimum rear yard setback standard from 20-feet
to 16-feet for a property that is located within Amber Fields 10th Addition. On the submitted site plan it
shows that the northwest area of the lot is angled, which is causing the issue of meeting the minimum
rear yard setback standard for that portion of the rear yard area. This lot abuts two outlot - Outlot B,
located directly west and is reserved as open space, and Outlot A, located northeast of the parcel and
also used as open space. Both outlots contain drainage and utility easements over them. The proposed
home is able to meet the 20 foot minimum rear yard setback requirement in the northeast portion of
the rear yard but is only able to meet a setback of 16-feet from the northwest area. The applicant
submitted a narrative which speaks to the needs for the variance request. In that narrative the
applicant spoke about why the home itself would not be able to be reduced in size so that it could
meet the rear setback requirement. If the home size was decreased, the functionality of multiple
rooms in the house would be affected. The attached garage would also not be able to be reduced as
there are standards within the zoning code for minimum square footage of attached garages. The
proposed home would not be able to be moved further forward to the front property line as it
currently meets the minimum front yard setback requirement of 20 feet. The applicant explored
alternative designs for the home but was not able to make one work without the need for a variance.
ISSUE ANALYSIS
Variance Standards
According to Section 11-9-5.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
Page 80 of 308
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 intent of the ordinance.
Single-family detached dwellings are a permitted use within the R-1 PUD zoning district.
2. The variance is consistent with the comprehensive plan.
Finding: The site is designated as Low Density Traditional Residential. The variance request is
consistent with that designation.
3. The property owner proposes to use the property in a reasonable manner.
Finding: The variance permits the property owners to use the property in a reasonable manner. The
subject property is proposed to contain a single-family detached dwelling with a patio, which is
consistent with the majority of the properties within this subdivision.
4. There are unique circumstances to the property which are not created by the landowner.
Finding: Staff finds that there are unique circumstances to the property. A portion of the northwest
corner of the lot is shaped at an angle due to the shape of the land where this block of homes was
platted. There are also larger drainage and utility easement areas that are shown to be across Outlots
A and B, which both abut this lot. The proposed home would not be able to be moved closer to the
front property line as it would not meet the minimum front yard setback requirement of 20 feet, and
would not be able to be decreased in size due to factors such as functionality of the interior of the
home and the minimum garage square footage that is required for single-family detached dwellings.
5. Granting of the variance does not alter the essential character of the locality.
Finding: Staff finds the requested variance would not alter the essential character of the locality. The
surrounding neighborhood is made up of single-family detached homes with a vast majority of them
being similar in size to the proposed home.
RECOMMENDATION
Staff is recommending approval of the Variance request by the Board of Appeals and Adjustments
based on the information contained in this report and provided by the applicant.
Page 81 of 308
1
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION BA2024-04
A RESOLUTION APPROVING A VARIANCE FROM THE R-1 PUD - LOW DENSITY
TRADITIONAL RESIDENTIAL PLANNED UNIT DEVELOPMENT REAR YARD
SETBACK STANDARD FOR PRINCIPAL STRUCTURES FROM TWENTY (20) FEET
TO SIXTEEN (16) FEET AT 15035 ARDGILLAN ROAD
WHEREAS, David Weekley Homes (the “Applicant”) has submitted an application to the City of
Rosemount (the “City”) for a variance from the R-1 PUD -Low Density Traditional Residential
Planned Unit Development rear yard setback standard for principal structures from twenty (20) feet
to sixteen (16) feet for the property at 15035 Ardgillan Road.
WHEREAS, notice has been published, mailed and posted pursuant to the Rosemount Zoning
Ordinance, Section 11-9-5; and
WHEREAS, the Rosemount Board of Appeals and Adjustments held a public hearing for a
variance from the 20’ rear yard setback requirement to 16’ on August 27, 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 11-9-5.
2. That all the submission requirements of said Section 11-9-5 have been met by the Applicant.
3. That the proposed variance will allow for the construction of a single-family detached
dwelling at 15035 Ardgillan Road because it encroaches upon the minimum rear yard setback
standard required by the Zoning Ordinance.
4. allow the construction of a detached, two-stall garage at 3115 144th Street West that is a legal
non-conforming structure because it encroaches upon the rear yard setback required by the
Zoning Ordinance.
5. That the Variance will be located on property legally described as follows: Lot 1, Block 3,
AMBER FIELDS TENTH ADDITION, according to the recorded plat thereof, Dakota
County, Minnesota.
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2
6. 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 intent of the
ordinance. Single-family detached dwellings are a permitted use within the R-1 PUD zoning
district.
7. The variance is consistent with the comprehensive plan.
Finding: The site is designated as Low Density Traditional Residential. The variance request
is consistent with that designation.
8. The property owner proposes to use the property in a reasonable manner.
Finding: The variance permits the property owners to use the property in a reasonable
manner. The subject property is proposed to contain a single-family detached dwelling with
a patio which is consistent with the majority of the properties within this subdivision.
9. There are unique circumstances to the property which are not created by the landowner.
Finding: Staff finds that there are unique circumstances to the property. A portion of the
northwest corner of the lot is shaped at an angle due to the shape of the land where this
block of homes was platted. There are also larger drainage and utility easement area s that are
shown to be across Outlots A and B, which both abut up to this lot. The proposed home
would not be able to be moved closer to the front property line as it would not meet the
minimum front yard setback requirement of 20 feet and would not be able to be decreased
in size due to factors such as functionality of the interior of the home and the minimum
garage square footage that is required for single-family detached dwellings.
10. Granting of the variance does not alter the essential character of the locality.
Finding: Staff finds the requested variance would not alter the essential character of the
locality. The surrounding neighborhood is made up of single-family detached homes with a
vast majority of them being similar in size to the proposed home.
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 principal structure.
Passed and duly adopted this 27th day of August, 2024, by the Board of Appeals and Adjustments of
the City of Rosemount, Minnesota.
__________________________________
Melissa Kenninger, Chair
ATTEST:
________________________________
Erin Fasbender, City Clerk
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c Pioneer Engineering
Revisions:
1.)
Certificate of Survey for:
2422 Enterprise Drive
Mendota Heights, MN 55120
Ph. : (651) 681-1914
www.pioneereng.comFax: (651) 681-9488
Project # :Folder #:Drawn by:
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
David Weekley Homes
12900 Whitewater Drive, Suite 180
Minnetonka, MN 55343
(763) 251-0338
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AMBER FIELDS
15035 Ardgillan Road, Rosemount, MN
Lot 1, Block 3, Amber Fields 10th Addition
Providing this narrative to supplement our lot variance request to encroach the rear set back on the NW
corner of Lot 1, Block 3 in Amber Fields 10th Addition. A future homeowner has selected our most
popular A170 – Pryor Floorplan, which is the same as our Model Home, to build their future home on
this lot in the lovely Amber Fields Community in the City of Rosemount. This A170 plan footprint is
limited to 34’ width and 44’ depth to allow for density within the community, and we welcomed the
challenge of designing a home for young families within such constraints. With our Pryor plan, we were
able to provide a Study, Kitchen, Dining, and Family Room space on the first floor. On the second floor,
we designed in three standard bedrooms and a retreat area that also accommodates an optional fourth
bedroom for growing young families. Due to the limited depth of this lot at the rear setback, the home
footprint would need to be significantly reduced by 4.7 feet. With any amount of reduction, the home
design would be significantly impacted, as we need to maintain required garage space within the
footprint, as well. We would lose significant square footage in the home, resulting in room and space
reduction for a growing young family to call home. The dining room and family room space would
become too narrow for functionality with reduction in depth. The Owner’s Retreat and Owner’s
Bathroom would be significantly compromised, resulting in reduction of bedroom counts on the second
floor. After exploring several alternate designs and options to comply with the allowable setback, we
feel it would be best suited for our future homeowner and the future of the Amber Fields community to
request a variance for this lot in order to not disrupt the home design and the intent of the community.
We greatly appreciate your consideration for this variance, as feel it would be in the best interest of
current and future homeowners within the Amber Fields community. Thank you for your consideration!
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EXECUTIVE SUMMARY
Planning Commission Regular Meeting: August 27, 2024
Tenative City Council Meeting: September 17, 2024
AGENDA ITEM: Request by RGA Holdings, LLC to rezone 211 acres
of land from AG-Agriculture to B2-Employment.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.d.
ATTACHMENTS: Site Location, Land Use Map, Rezoning Exhibit APPROVED BY: AK
RECOMMENDED ACTION: Motion to recommend the City Council adopt an ordinance amending the
City of Rosemount Zoning Map for the subject property from AG-Agriculture to B2-Employment.
BACKGROUND
The Planning Commission is being asked to consider a request by RGA Holdings, LLC., to rezone
approximately 211 acres of land located west of Blaine Avenue and north of CSAH 42, except for the
property owned by St. John's Lutheran Church at the intersection of those two roads. The applicant is
requesting that the zoning classification of the site be changed from AG-Agriculture to B2-Employment.
The current zoning classification is not in conformance with the City's adopted Comprehensive Land
Use Map, which designates the subject property for Business Park development. There is a small piece
of land in the southwest portion of the subject parcel that is designated as CC-Community Commercial
which will be located within the future right of way of an extension of Audrey Avenue to the north.
Because this roadway will also serve traffic generated by future commercial development to the west
of the subject parcel, staff finds the rezoning of this land to B2-Employment to be consistent with the
Comprehensive Land Use Plan. Also of note, the recent update to the City's zoning ordinance replaced
the BP-Business Park zoning district with the B2-Employment district.
The applicant has been working to assemble the site to market it for development, and bringing the
site's zoning into conformance with the City's Comprehensive Plan will provide clarity and eliminate
confusion for potential users. Typically, rezoning requests to bring a site into conformance with the
Comprehensive Plan are received as part of a larger application. At this time, the City has not received
any applications for development proposals on the site. Because of the large size of the site, the
applicant has completed an Alternative Urban Areawide Review (AUAR) in anticipation of any required
environmental reviews triggered by development beyond the threshold that would require an
Environmental Assessment Worksheet (EAW). The AUAR anticipated two potential development
scenarios for the site; a distribution center or a data center. Again, no development applications have
been received for the site, but any development proposals would require, at minimum, plat and site
plan approval.
RECOMMENDATION
The proposed zoning map amendmendment is consistent with the future land use designated by the
City's adopted Comprehensive Plan. Therefore, staff is recommending approval of the proposed
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rezoning.
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Excerpt from the City of Rosemount Comprehensive Land Use Map
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EXECUTIVE SUMMARY
Planning Commission Regular Meeting: August 27, 2024
Tenative City Council Meeting: September 17, 2024
AGENDA ITEM: Request by Independent School District 196 for
approval of a rezoning, Conditional Use Permit,
Preliminary and Final Plats, Site Plan and Building
Design Review, and a Zoning Ordinance Text
Amendment to allow for a school with various
sports fields and play areas to be built on site.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.e.
ATTACHMENTS: Site Location , Preliminary Plat, Final Plat, Phasing
Plan, Geometric Plan, Finishing Plan, Erosion
Control Plan, Grading Plan, Utility Plan, Landscape
Plan, Irrigation Plan, Photometric Plan,
Architectural Elevations , Exterior Renderings,
Engineer's Memorandum Dated August 20, 2024,
Stormwater Review Memorandum Dated August
20, 2024, Parks and Recreation Memorandum
dated August 20, 2024, Traffic Study , Public
Comment
APPROVED BY: AK
RECOMMENDED ACTION:
1. Motion to recommend the City Council approve a Zoning Map amendment to rezone the site from
AG-Agricultural to R3 – Medium Density Residential.
2. Motion to recommend the City Council approve the Preliminary and Final Plats for Rosemount
School District Fifth Addition, subject to all conditions approved as part of the City’s site and building
design review for the project.
3. Motion to recommend the City Council approve the Text Amendment to the Zoning Ordinance
Modifying Section 11-10-1: General Definitions to modify the school, elementary definition to include
grades Kindergarten through eighth grade.
4. Motion to approve the site plan and building design to allow Independent School District 196 to
construct a school on Rosemount School District Fifth Addition, subject to the following conditions:
1. Approval of the Rosemount School District Fifth Addition Preliminary and Final Plats.
2. Independent School District 196 shall continue to work with the City and Dakota County on
pedestrian safety and traffic concerns. Solutions which are found to be warranted will need to
be in place prior to the school opening.
3. Conformance with all conditions of the City Engineer as outlined in the memo dated August 20,
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2024, and associated stormwater review memo dated August 20, 2024.
4. The applicant shall work with City staff to address the Landscaping Plan prior to City Council
approval.
5. Conformance with the requirements of the Parks and Recreation Director contained within the
memo dated August 20, 2024.
6. Site signage shall require a separate sign permit and meet the requirements of signs in the PI
zoning district.
7. Exterior lighting poles shall not exceed 30 feet in height.
5. Motion to recommend the City Council approve a Conditional Use Permit for a school to be located
on the Rosemount School District Fifth Addition subject to all conditions approved as part of the City’s
site and building design review for the project.
BACKGROUND
SUMMARY
Applicant: Independent School District 196 (Rosemount,
Apple Valley, Eagan Public Schools)
Location: South of 150th Street West (County Road 42) and
west of Biscayne Ave
Area in Acres: Approx 75.6 Acres
Comp. Guide Plan Designation: LDR – Low Density Residential and MDR – Medium
Density Residential
Current Zoning: A-2 – Agricultural District
Requested Zoning: R-3 – Medium Density Residential District
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, preliminary and final
plats, site plan and building design review, conditional use permit and zoning ordinance text
amendment to construct a middle school on the proposed 75.6 acre site located directly south of 150th
Street West (County Road 42) and west of Biscayne Avenue. The applicant is requesting the site be
rezoned from A-2 – Agricultural to R-3 – Medium Density Residential because, by definition,
elementary schools are not allowed within the A-2 zoning district but are an allowed conditional use
within the Residential zoning districts, which is the need for the site to be rezoned to R-3. The applicant
is also requesting preliminary and final plats to plat the undeveloped agricultural land and a site plan
and building design review because they are required for all commercial, industrial, institutional, and
multi-family development projects. City staff is also including a zoning ordinance text amendment
modifying Section 11-10-1: General Definitions to revise the school, elementary definition to include
grades Kindergarten through 8th grade. Staff is recommending approval of the five requested items,
subject to the conditions listed in the recommended actions.
BACKGROUND
The City of Rosemount currently has one large school campus area that includes the Rosemount High
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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 1960s 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 has
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 schools. 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 moved forward on both the new elementary school in
Rosemount and is working towards starting site improvements at the high school. The City Council
approved the rezoning, minor subdivision, and conditional use permit for a new elementary school at a
34.51-acre site west of Akron Avenue and south of Bonaire Path at their March 19, 2024, regular
meeting. The school district had owned that land for a number of years with the anticipation of an
elementary school being constructed on that site when the need was there. ISD 196 had worked on
securing a site for the proposed middle school for several months until they were able to find a site on
land that is currently owned by the University of Minnesota. ISD 196 will be obtaining approx. 75.6
acres of land from the University where the new middle school, sports fields, and play areas will be
constructed.
ISSUE ANALYSIS
Legal Authority
Preliminary and Final Plats, 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. Text amendments are considered legislative actions as well. In such cases, the City
has a lot of discretion in its deliberations and application outcome.
Rezoning
The subject property is currently zoned A-2 – Agricultural and is guided for a mixture of LDR – Low
Density Residential and MDR – Medium Density Residential. The applicant is requesting a rezoning of
the site from A-2 – Agricultural to R-3 – Medium Density Residential. The need for the rezoning is
because elementary schools are not an allowed use within the A-2 zoning district but are an allowed
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conditional use within the residential zoning districts. Because the land is guided more for MDR –
Medium Density Residential, staff recommended that the applicant request a rezoning of the site to R-
3 – Medium Density Residential to reflect that designation. Within the City’s 2040 Comprehensive Plan
it describes the typical uses within the Medium Density Residential land use designation, such as
single-family homes or detached townhomes on smaller lots; duplexes; townhomes with three (3) or
more units per building; churches; elementary and secondary schools; private recreation spaces
maintained by homeowner associations; and public parks.
Preliminary and Final Plats
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
proposed plat shows the total area of the site contains 75.574 acres of land south of 150th Street West
(County Road 42) and west of Biscayne Avenue. The plat shows that there are two buildable lots as
well as two outlots and dedicated roadway. The proposed lot 1 will consist of 59.7 acres of land and
this is where the main school building, sports fields and play areas will be built. Lot 2 will consist of
0.331 acres of land and is planned to contain a future city lift station. Outlot A will be 5.1 acres in size
and will contain various easement areas on it and Outlot B will consist of 2.6-acrs of land and is
dedicated right-of-way for the future extension of Boulder Trail. Staff finds that the proposed final plat
is consistent with the preliminary plat and meets the requirements of the zoning ordinance.
Text Amendment
In June 2024, the updated zoning code and map proposal went before council for their approval for
adoption. The key objectives for updating the city’s zoning code and map were to implement and align
the zoning code with the 2040 Comprehensive Plan, address outdated inconsistencies and modernize
the code for new and emerging uses. Many changes were made within the zoning code update, which
included changes and additions to the definitions chapter. Within the definitions chapter there are four
school definitions that are identified. Those include School, Elementary; School, Secondary; School,
Post-Secondary; and Montessori School. In the existing definitions for school, elementary and school,
secondary there are no specific grades identified in either one. In the previous zoning code, elementary
schools, middle schools, and secondary schools were all identified as uses. In the previous zoning
districts of R-1 – Low Density Residential, R-2 – Moderate Density Residential, R-3 – Medium Density
Residential and R-4 – High Density Residential, elementary and middle or special needs schools were a
conditional use. In the newly updated code, it allows for elementary schools to be a conditional use
within the residential zoning districts and a permitted use in the Public and Institutional zoning district.
Due to there no longer being a definition for middle schools within the zoning code, and in
consultation with the city's consultant team, staff is recommending the elementary school definition
be altered to include specific primary education grades.
Below is staff's recommended text amendment that adds grades kindergarten through eighth grade to
the definition of elementary schools within the general definitions chapter of the zoning ordinance.
11-10-1: General Definitions
SCHOOL, ELEMENTARY: A building used for the purpose of public or private elementary
education, grades kindergarten through eighth grade, including special needs education, which meets
all the requirements of compulsory education laws of the State of Minnesota, and not providing
residential accommodations.
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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.
Land Use & Zoning
The subject property is currently zoned A-2-Agricultural and the future land use designation for the site
is a mixture of LDR – Low Density Residential and MDR – Medium Density Residential. The applicant is
requesting the site be rezoned to R-3 – Medium Density Residential as elementary schools are not an
allowed use within the A-2 zoning district. They are an allowed conditional use within the residential
zoning districts which includes the R-3 district. The rezoning of the site to R-3 -Medium Density
Residential is in accordance with the 2040 Future Land Use Plan and Comprehensive Plan.
Site Layout
The 75.6-acre vacant site is located directly south of 150th Street West (County Road 42) and east of
Biscayne Avenue. The site is a combination of portions of two separate parcels that are both currently
owned by the University of Minnesota. The surrounding land will continue to be owned by the U of M
and the land south and east of the proposed school site will continue to be used as a large-scale
mineral extraction by Dakota Aggregates.
The site plan shows that the main school building will be located central west on the site, with the
baseball fields, practice fields and soft ball fields being located east and northeast of the school. The
tennis courts are shown to be located southwest of the school near the main road into the site. There
is one access/road into the site which will be from Boulder Trail. The access road is shown to split off
east and west once into the site. The portion of the road that extends east will give access to the bus
lot and secondary parking lot. The portion of the road that extends west will give access to both the
service parking lot/area and as well as the main lot which is located on the northwest side of the school
building. The road loops around the main lot and extends south and east towards the access into the
site from Boulder Trail. There are ponding and infiltrations areas on site that are shown to be located
directly south and east of the bus parking lot area. These areas will be adjacent to the future extension
of Boulder Trail. The proposed building will have the capacity to hold 1,350 students with plans for 47
homeroom classrooms. The applicant has stated that the school is planned for an opening date of Fall
2027.
Lot and Building Standards.
The proposed main school site covers 59.7-acres of land with a significant amount of open space that is
dedicated to baseball fields, softball fields, practice fields and tennis courts. The plans submitted for
the school building show a combination of classrooms, common space, gymnasium, pool, performance
stage, media center, cafeteria, administration area/offices, etc. Since elementary schools are a
conditional use within the R-3-Medium Density Residential zoning district and are subject to the
minimum lot 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.
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Building Performance Standards for the PI – Public/Institutional
Category Standard Proposed School Standard Proposed Parking
Surfaces
Front (Boulder Trail) 30 ft. >30-feet 20 ft. >20 ft.
Side (Biscayne Avenue) 30 ft. >30-feet 10 ft. >10 ft.
Side (University of
Minnesota land)
30 ft. >30-feet 10 ft. >10 ft.
Rear (150th Street West) 30 ft. >30 ft. 10 ft. >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 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 provided 3D renderings of the
proposed school and is included in the attachments. The proposed building is also shown to be under
the 50-foot maximum height requirement for the PI zoning district.
Traffic
Staff received a traffic study for the applicant in July which included existing conditions of the site,
traffic forecasts, traffic analysis, and conclusions and recommendations. The city’s public
works/engineering department, the city’s consultants, and Dakota County were able to review the
study that was submitted. The study examined the weekday a.m. and p.m. peak hour traffic impacts of
the proposed project at multiple intersections that would be impacted by the school site. The study
also included a review of pedestrian and bicycle connection impacts related to the proposed project.
The school day for students will begin at 8:20 a.m. and end at 3:10 p.m. and 100% of students will
reside in the bussing attendance area of the school. The peak hours for traffic were shown to be 7:30-
8:30 a.m. And 3:00-4:00 p.m. The a.m. peak is shown to be the same as the peak hour of adjacent
traffic, while the p.m. peak hour is earlier than the peak hour of adjacent traffic.
Some of the conclusions from the study include that the school is expected to generate 701 trips
during the a.m. peak hour, 352 trips during the p.m. peak hour and 2,195 trips daily. There was also a
review of crash data at the study intersection that was completed that is provided in the report. It was
also stated that the site plan shows adequate pedestrian connections within the site to connect the
school building with the parking lot and surrounding amenities, but that connections to the
surrounding sidewalk and trail system will be needed to accommodate students that walk and bike to
school. It is recommended that a further detailed review of the pedestrian routes by the city and
school district and a pedestrian plan is developed for the area prior to the school opening.
Area improvements were identified which included installing traffic signal controls at County Road 42
and Biscayne Avenue, providing separate left turn, through, and right turn lanes on the westbound
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approach for Biscayne Avenue and Boulder Trail, providing dedicated eastbound left turn lane and
dedicated westbound right turn lanes on Boulder Trail, and provide two exiting lanes with one left turn
and one right turn lane.
The traffic study has been updated to reflect county and city comments that were made in the initial
review. That updated study has been added as an attachment. City staff is including a condition in the
recommended action for the school district to continue working with the City and Dakota County on
pedestrian safety and traffic related concerns and that solutions which are found to be warranted will
need to be in place prior to the school opening.
Access & Parking
The site is shown to be accessed by a road off of Boulder Trail. The main access road extends north
towards the main building and then splits off with the main section of road extending west and then
north towards the service and main parking lot areas and the other section of road extending north
and east towards the bus/secondary parking lot. The road section that extends west and north follows
along the western side of the site and then loops around the main parking lot where the main entrance
of the school building is located. The road loops back south and east towards the main access into the
site at Boulder Trail.
There are a total of 205 parking stalls proposed, and 35 bus stalls proposed throughout the site. The
main parking lot area will have 153 parking stalls with room for 36 future stalls if the need is there. The
secondary parking/bus lot area will contain 35 bus stalls on the north side of the lot adjacent to the
school and 44 standard parking stalls on the southern side of the lot. There is also a service lot on the
western side of the school that will contain 8 standard parking stalls. The proposed parking stalls
provided meet the off-street parking requirement for elementary schools. That breakdown is shown in
the table below.
Use Required Provided
School, Elementary 74 stalls (1 space for each classroom plus 1
additional space for each 50-student
capacity)
205 parking stalls and 35 bus
stalls
Parks and Trails
The proposed middle school site has shown a network of sidewalks and trails providing access
internally and around the site. There shows to be a trail along the north side of the site which is
adjacent to 150th Street West (County Road 42) which extends south into the site for access to the
ball/practice fields, main parking lots area and the main school building. There are additional internal
sidewalks that are shown to connect the school with the bus lot to the south and as well as extending
east to the other practice and softball fields on site. There are sidewalks shown on the western side of
the site as well with one of them following the main road into the site off of Boulder Trail up to the
main parking lot and also one that connects to the tennis court on the southwest side of the main
building.
The City of Rosemount Parks and Recreation department reviewed the submitted development plans
and have provided review comments in the attached memorandum. The Park and Recreation
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department are recommending that the school district add a trail along the east side of Biscayne
Avenue from the Biscayne Avenue and 150th Street West (County Road 42) intersection to the district’s
southwest property corner. They are also recommending that park dedication not be collected due to
the public recreation spaces being created on site, which consist of public ballfields, practice fields,
tennis courts and greenspaces.
Landscaping
A landscape plan was provided by the applicant that contains a total of 449 trees to be planted
throughout the site with the breakdown being 277 deciduous overstory trees, 160 coniferous trees and
12 ornamental trees. The newly updated city code now requires mixed-use and non-residential uses to
provide a minimum of 1 overstory tree per 3,000 square feet of land area. The main school site is
2,599,223 square feet in size which means that a total of 866 trees are required to be provided on site.
Also required is one linear foot of foundation plantings per 10 linear feet of any principal or accessory
structure perimeter. The landscape plan does not provide the total count of foundation plantings that
are proposed for the site, which will need to be updated on the plan. In the PI district, it is required
that a minimum of 10% of parking areas are landscaped. The landscape plan shows a deficit of 417
trees, and staff is recommending as a condition of approval that the applicant works with city staff to
address any landscape plan issues prior to city council approval.
The landscape plan shows a majority of the trees to be planted along the perimeter of the property
with additional trees shown to be planted along the western portion of the school building. There are
trees shown to be used as a buffer between the ponding area and the parking and practice fields area.
There is also a large area of trees shown to be buffers to the agricultural land to the west which the
practice fields and softball fields is adjacent to. A mixture of different sods and seeds will be planted
around the site. There will be sod planted along the eastern side of the school building and native seed
mix planted on the western side of the building. There will be a mixture of seed and native seed mixes
where the practice fields are located.
The existing berm that is within the extent of the proposed site area will be eliminated, and the soils
will be redistributed across the entire site. This is shown more specifically within the grading plans that
were submitted to the city.
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 adjacent properties. 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 adheres to the lumen requirements, showing 0.0
lumen at all property lines, which reflects the placement of the lighting fixtures on site. The plan shows
that there will be 25 light poles around the site with a majority of them being located around the
school and parking lot area. There are also 34 lights that will be mounted on the school itself. The plans
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do not show the height of the poles on which the lights will be mounted, but the zoning ordinance
maximum is 30 feet except 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, utility plans, stormwater management plans were provided as part
of the applicant’s submittal, and have been reviewed by the City Engineer. The engineer's comments
and recommendations are included in an August 20, 2024, memorandum (attached), and include
specific recommendations concerning planned utility connections, general grading, drainage and
erosion control plans, and storm sewer design. A stormwater review for the extension of Boulder Trail
was also completed, and a memorandum was completed with that review (attached). There are
general comments on grading, drainage, erosion control and stormwater management included in that
review.
Conditional Use Permit Review
A conditional use permit (CUP) is required for elementary schools within the R3-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.
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 school meets each of these required findings.
RECOMMENDATION
Page 100 of 308
Staff is recommending approval of the rezoning of the site from A-2 – Agricultural to R-3 Medium
Density Residential, preliminary and final plats, site plan and building design review, conditional use
permit and a zoning ordinance text amendment for a new school to be built on the 75.6-acre site south
of 150th Street West (Dakota County Road 42) and west of Biscayne Avenue, subject to conditions of
approval outlined in the recommended actions section above.
Page 101 of 308
Page 102 of 308
Page 103 of 308
Page 104 of 308
Page 105 of 308
Page 106 of 308
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BALLFIELD IRRIGATION COMPLETED
BY JUNE 15, 2026
SEEDING DEADLINE AUGUST 1, 2026
MAINTAIN UNTIL AUGUST 1, 2027
CONTRACTOR
PARKING
PAVE TENNIS
COURTS BY FALL 2026
SURFACE IN 2027
CONSTRUCT STORM
TRUNK LINE SPRING 2025
SEED STEEP SLOPES ON EAST
SIDE OF SITE AUGUST 2025
CONSTRUCTION BY OTHERS
SUMMER 2025
SEED FALL 2025
SEED FALL 2025
CONTRACTOR
STAGING
AND
LAYDOWN
CONTRACTOR
STAGING
AND
LAYDOWN
ROCK
CONSTRUCTION
ENTRANCE
TEMPORARY
CONSTRUCTION
FENCE
TEMPORARY
CONSTRUCTION
FENCE
C0.01
STAGING AND PHASING
PLAN
FEETSCALE
0
HORZ.
100 200
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 100'
Page 107 of 308
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SANITARY EASEMENT PER
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10
SANITARY EASEMENT PER
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2
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ONLYBUS
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P
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THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PAR
K
I
N
G
NO
PAR
K
I
N
G
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
PROPOSED BUILDING
BUS LOT
35 BUS STALLS
44 STANDARD STALLS
(2 ACCESSIBLE, 42 REGULAR)
MAIN LOT
153 STALLS
(6 ACCESSIBLE, 147 REGULAR)
36 POSSIBLE FUTURE
NO
PAR
K
I
N
G
NO
PARKIN
G
NO
PARKIN
G
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
8 STANDARD STALLS
(1 ACCESSIBLE, 7 REGULAR)
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
S0
°
1
7
'
3
0
"
W
23
2
.
6
5
S75°17'30"
W
152.75
L =7 3 1.3 0 R =8 79.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190
.
4
0
R=750
.
0
0
Δ=14°3
2
'
4
3
"
L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13"""""""""""""""""""""""""""""""""""""""""
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NORTHWEST CORNER OF THE NORTH 1/2 OF NW
1/4 OF SEC. 33, T.115, R.19
SOU
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50
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0
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0
0
1
0
0
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5
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5
75
75
75
75
N44°27'00"E 253.67
N62°1
9
'
3
0
"
W
1
1
2
7
.
9
6
S2
7
°
4
0
'
3
0
"
W
28
6
.
5
9
N0
°
1
1
'
0
4
"
E
1
1
8
6
.
5
6
N89°26'13"E 911.79
S0
°
1
1
'
0
4
"
W
1
3
0
5
.
3
2
BASE POINT FOR ALL
DIMESIONS= SW PROPERTY
CORNER
BASE LINE FOR DIMENSIONS
= WEST PROPERTY LINE. ALL
DIMENSIONS ARE PARALLEL
OR PERPENDICULAR UNLESS
OTHERWISE NOTED.
298.30'
34
8
.
3
5
'
729.11'
TO BUILDING CORNER
TENNIS COURT BASE POINT
60
5
.
7
5
'
1358.85'BUS CORRAL BASE POINT
988.55'
19
1
1
.
5
2
'
SOFTBALL/FIELDS BASE POINT
(HOME PLATE)
12
4
9
.
7
9
'
702.17'
BASEBALL FIELD BASE POINT
(HOME PLATE)
PI
PI
312.95'
88
0
.
7
2
'
PARKING LOT BASE POINT
1639.16'
15
7
0
.
9
8
'
SOFTBALL FIELD BASE
POINT (HOME PLATE)
49
4
.
7
7
'
8.67'
43
0
.
5
5
'
TO
B
U
I
L
D
I
N
G
C
O
R
N
E
R
1509.86'
11
5
6
.
0
9
'
TRACK/FIELD BASEPOINT
(TRACK RADIUS POINT)
PC
PC
C1.01
GEOMETRIC PLAN
OVERALL
FEETSCALE
0
HORZ.
100 200
R
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
PROPOSED PARKING COUNTS (196 TOTAL CAR STALLS):
STAFF PARKING = 49 STALLS
VISITOR PARKING = 147 STALLS
BUS PARKING = 35 BUS STALLS
ACCESSIBLE PARKING STALL REQUIREMENTS = 8 STALLS
ACCESSIBLE PARKING STALLS PROVIDED = 9 STALLS
SITE STATISTICS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 100'
Page 108 of 308
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25
35
25
35
25
35
25
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NO
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S0
°
1
7
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3
0
"
W
23
2
.
6
5
S75°17'30"
W
152.75
L =7 3 1.3 0 R =879.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190.
4
0
R=750.
0
0
Δ=14°3
2
'
4
3
"
L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13"""""""""""""""""""""""""""""""""""""""""
N44°27'00"E 253.67
N62°1
9
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3
0
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1
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9
6
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7
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4
0
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28
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5
9
N0
°
1
1
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0
4
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E
1
1
8
6
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5
6
N89°26'13"E 911.79
S0
°
1
1
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4
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W
1
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0
5
.
3
2
SOUTHWEST
MAT
C
H
L
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MA
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
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L
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MA
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L
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PC
PC
OH
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(
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THRU DROPOFFLANE
TENNIS COURTS
LIFT
STATION
5050
10
0
10
0
N89°26'13"E 911.79
S0
°
1
1
'
0
4
"
W
1
3
0
5
.
3
2
MATCHLINE
BASE POINT FOR ALL
DIMESIONS= SW PROPERTY
CORNER
BASE LINE FOR DIMENSIONS = WEST PROPERTY LINE. ALL DIMENSIONS ARE PARALLEL OR
PERPENDICULAR UNLESS OTHERWISE NOTED.
183.00'36.00'79.30'
252.00'41.29'30.00'110.20'30.00'
12
0
°
0
'
0
"
R
3
0
.
0
0
'
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3
5
.
0
0
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R100.00'
R151
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0
0
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R18
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4
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R4
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0
0
'
R8.0
0
'
10' WALK
8' WALK
8' WALK
8' WALK
12' WALK
8' WALK
12' WALK
8' WALK
8' WALK
R4
.
0
0
'
R4.00'
R8
.
0
0
'
R
6
0
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0
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8' WALK
15' WALK
R168.
0
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0
0
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0
0
'
R4
.
0
0
'
R4.
0
0
'
R9
0
.
0
0
'
R20.00'
R30.0
0
'
R4.0
0
'
R4.0
0
'
10' WALK
8' WALK
8' WALK
166°22'2"
166°22'2"
8
9
°
5
9
'
7
"
90°0'0"
166°22'2"
166°22'2"
9
0
°
0
'
0
"
9
0
°
0
'
0
"
90°0'0"
R45.00
'
20
5
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6
4
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0
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2
7
"
36
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0
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1
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0
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135°0'0"
PI
PI PI
PI
PI
PI PI
PI
PI
PI PI
PI
PI
PI
R5
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0
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ALIGN WITH STOOP (TYP)
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
49
4
.
7
7
'
120°0'0"
165°0'1"
169°48'56"
R
1
0
0
.
0
0
'
168°2'43"
PI
PI
PI
PI
125°11'4"
145°0'0"
120°0'0"
PI
PI
PI
36.00'
12.00'
36.00'
12.00'
36.00'
12.00'
36.00'
12.00'
36.00'
12.00'12.02'
78
.
0
0
'
21
.
0
0
'
21
.
0
0
'
ALIGN WITH SIDEWALK ON
PROP. BOULDER TRAIL
63.
4
1
'
28.75
'
3
0
.
3
1
'
14.10
'
9.
9
9
'
9.33'
35.28
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R230.0
0
'
182.97'271.93'49.48'
277.72'
36
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0
0
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36
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265.75'
49.56'57.28'
18
2
.
1
6
'
70
.
7
7
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11
8
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7
5
'
110.20'
18
3
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4
4
'
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5
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5
4
'
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'
PC
38.39
'
10.00'
R1
0
0
.
0
0
'
PI
R40.00'
36.00'
R25.00'781.36'
C1.02
GEOMETRIC PLAN
SOUTHWEST
KEYMAP
1"=400'
FEETSCALE
0
HORZ.
30 60
R
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
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1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 109 of 308
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2639.45
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10
SANITARY EASEMENT PERDOC. NO. 409760 25
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SANITARY EASEMENT PERDOC. NO. 409760
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35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARKI
N
G
NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
S0
°
1
7
'
3
0
"
W
23
2
.
6
5
S75°17'30"W
152.75
L =7 3 1.3 0 R =8 7 9.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190.
4
0
R=750.
0
0
Δ=14°3
2
'
4
3
"
L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13"""""""""""""""""""""""""""""""""""""""""
N44°27'00"E 253.67
N62°19
'
3
0
"
W
1
1
2
7
.
9
6
S2
7
°
4
0
'
3
0
"
W
28
6
.
5
9
N0
°
1
1
'
0
4
"
E
1
1
8
6
.
5
6
N89°26'13"E 911.79
S0
°
1
1
'
0
4
"
W
1
3
0
5
.
3
2
SOUTHEAST
MAT
C
H
L
I
N
E
MA
T
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H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
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MA
T
C
H
L
I
N
E
PC
PC
ONLYBUS
BUS LOT
35 BUS STALLS
44 STANDARD STALLS
(2 ACCESSIBLE, 42 REGULAR)
NO
PARKIN
G
POND A
INFILTRATION AREA
L=190
.
4
0
R=750
.
0
0
Δ=14°3
2
'
4
3
"
L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13"""""""""""""""""""""""""""""""""""""""""
10
0
100
100N44°27'00"E 253.67
MATCHLINE
30.00'
12
0
°
0
'
0
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R100.00'
R151
.
0
0
'
R1
0
0
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0
0
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6
0
.
0
0
'
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1
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0
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0
0
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2
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0
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R4.
0
0
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R4
.
0
0
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R2
9
8
.
0
0
'
R60.0
0
'
R100.00'
8' WALK
12' WALK
8' WALK
8' WALK
22.5' WALK
15' WALK
R4.00'
R8
.
0
0
'
R
6
0
.
0
0
'
15' WALK
R9
0
.
0
0
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R20.00'
R30.0
0
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R
1
2
.
0
0
'
R20.00'
R4
.
0
0
'
10 WALK
R20.00
'
8
9
°
5
9
'
7
"
R45.00
'
135°0'0"
PI
PI
PI
PI
R5
0
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0
0
'
R4
.
0
0
'
R8.0
0
'
46.72'ALIGN WITH STOOP (TYP)
150°0'0"
120°0'0"
28.97'
11.62'
6.
2
7
'
0.
1
0
'
10' WALK
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
PI
PI
120°0'0"
12' WALK
ALIGN ASPHALT SIDEWALK WITH CONCRETE SIDEWALK CORNER
R
2
0
.
0
0
'
135°0'1"
125°11'4"
145°0'0"
120°0'0"
150°0'0"
90°0'0"
PI
PI
PI
PI
7.04'
R4.0
0
'
PI
144.1
8
'
R300.0
0
'
PI
1
4
0
.
6
5
'
ALIGN WITH SIDEWALK ON
PROP. BOULDER TRAIL
63.
4
1
'
18
3
.
4
4
'
414.0
0
'
27.45
'
7
5
.
5
4
'
75.54
'
602.2
6
'
PC
38.39
'
152.4
7
'
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3
'
13.31
'
48.22
'
4
8
.
4
1
'
6
0
.
0
0
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R40.00'
36.00'
R25.00'
C1.03
GEOMETRIC PLAN
SOUTHEAST
1"=400'
KEYMAP
FEETSCALE
0
HORZ.
30 60
R
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 110 of 308
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2639.45
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SANITARY EASEMENT PERDOC. NO. 409760 25
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25
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36 POSSIBLE FUTURE
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C1.04
GEOMETRIC PLAN
WEST
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 111 of 308
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
OHE
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
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UG
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35
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P
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W (P
)
W (P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UGE
2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
25
35
SANIT
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0
9
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3
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NO
PARK
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NO
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35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARKI
N
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NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
S0
°
1
7
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3
0
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2
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6
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S75°17'30"W
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L =7 3 1.3 0 R =8 7 9.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190.
4
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0
Δ=14°3
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L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4°5 9'13"""""""""""""""""""""""""""""""""""""""""
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PI
PI
PC
PC
BUS LOT
35 BUS STALLS
PRACTICE FIELD #1
8-LANE TRACK
PRACTICE FIELD #4
BASEBALL
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8' WALK
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22.5' WALK
15' WALK
8' WALK
R
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0
0
'
370.00
'
R8.0
0
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46.72'ALIGN WITH STOOP (TYP)
150°0'0"
120°0'0"
28.97'
11.62'
6.
2
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'
0.
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0
'
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ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
PI
PI
240.00'
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0
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120°0'0"
12' WALK
ALIGN ASPHALT SIDEWALK WITH CONCRETE SIDEWALK CORNER
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'
C1.05
GEOMETRIC PLAN EAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 112 of 308
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25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
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153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARK
I
N
G
NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
S0
°
1
7
'
3
0
"
W
23
2
.
6
5
S75°17'30"W
152.75
L =7 3 1.3 0 R =879.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190.
4
0
R=750.
0
0
Δ=14°3
2
'
4
3
"
L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13"""""""""""""""""""""""""""""""""""""""""
N44°27'00"E 253.67
N62°19
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3
0
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W
1
1
2
7
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9
6
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7
°
4
0
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3
0
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28
6
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5
9
N0
°
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1
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0
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1
1
8
6
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5
6
N89°26'13"E 911.79
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1
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2
NORTHWEST
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MATCHLINE
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35
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(
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25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
3
5
25
35
25
35
2
5
3
5
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C1.06
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FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 113 of 308
OH
E
OH
E
OH
E
OH
E
OH
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OH
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OH
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OH
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OH
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OH
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OH
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OHE
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UGE
UGE
UGE
UGE
UG
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UG
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OH
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15
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W (P
)
W (
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)
W (P
)
W (P
)
W (
P
)
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2639.45
25
10
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10
SANITARY EASEMENT PERDOC. NO. 409760
2
5
35
25
35
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35
25
35
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35
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SAN
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6
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8
9
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35 BUS STALLS 44 STANDARD STALLS
(2 ACCESSIBLE, 42 REGULAR)
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARKI
N
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NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
S0
°
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7
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0
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.
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5
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W
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L =7 3 1.3 0 R =8 7 9.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190.
4
0
R=750.
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Δ=14°3
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L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4°5 9'13"""""""""""""""""""""""""""""""""""""""""
N44°27'00"E 253.67
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MATCHLINE
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MA
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C
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L
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PC
PC
R1
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4
.
1
0
'
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
3
5
BASEBALL
MA
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L
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8' WALK
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R30
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5
.
1
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PI
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140°0'2"
55
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'
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155°0'0"
90°56'9"
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PI
PI
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'
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GEOMETRIC PLAN
NORTH
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 114 of 308
OH
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25
35
25
35
25
35
25
35
25
35
SANIT
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.
N
O
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4
0
9
3
7
3
EASEMENT
NO
PARK
I
N
G
NO
PARK
I
N
G
35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARKI
N
G
NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
S0
°
1
7
'
3
0
"
W
23
2
.
6
5
S75°17'30"
W
152.75
L =7 3 1.3 0 R =8 7 9.95 =47°37'00"""""""""""""""""""""""""""""""""""""""""
L=190.
4
0
R=750.
0
0
Δ=14°3
2
'
4
3
"
L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13"""""""""""""""""""""""""""""""""""""""""
N44°27'00"E 253.67
N62°19
'
3
0
"
W
1
1
2
7
.
9
6
S2
7
°
4
0
'
3
0
"
W
28
6
.
5
9
N0
°
1
1
'
0
4
"
E
1
1
8
6
.
5
6
N89°26'13"E 911.79
S0
°
1
1
'
0
4
"
W
1
3
0
5
.
3
2
NORTHEAST
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
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MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
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N
E
MA
T
C
H
L
I
N
E
PC
PC
OH
E
OH
E
2639.45
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
35
SA
N
I
T
A
R
Y
E
A
S
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N
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P
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6
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8
9
4
PRACTICE FIELD #2
PRACTICE FIELD #3
FUTURE SHOT PUT FUTURE LONG /
TRIPLE JUMP
SOFTBALL #1
BASEBALL
SOFTBALL #2
N62°1
9
'
3
0
"
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1
1
2
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6
MA
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C
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L
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0
'
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8' WALK
8' WALK
R
5
.
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0
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R
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.
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0
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BACKSTOP 16' HEIGHT, NO HOOD
24
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'
ALIGN WITH CORNER OF DUGOUT
203.59'
17
.
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'
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8
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90°8'16"
89°49'11"
PI
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60
.
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12
9
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'
C1.08
GEOMETRIC PLAN
NORTHEAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
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 C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
Page 115 of 308
OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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UG
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UGE
UGE
UGE
UGE
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2639.45
25
10
SANITARY EASEMENT PER
DOC. NO. 409760 25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
3
5
25
35
25
35
25
35
25
35
2
5
3
5
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MATCHLINE
MATCHLINE
MATCHLINE
MA
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C
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MA
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C
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L
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EASEMENT
ONLYBUS
TH
R
U
DR
O
P
OF
F
LA
N
E
THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PAR
K
I
N
G
NO
PAR
K
I
N
G
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
PROPOSED BUILDING
BUS LOT
35 BUS STALLS
44 STANDARD STALLS
(2 ACCESSIBLE, 42 REGULAR)
MAIN LOT
153 STALLS
(6 ACCESSIBLE, 147 REGULAR)
36 POSSIBLE FUTURE
NO
PAR
K
I
N
G
NO
PARKIN
G
NO
PARKIN
G
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
8 STANDARD STALLS
(1 ACCESSIBLE, 7 REGULAR)
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
D
S
S
S
S
D
D
D
D
D
S
S
D
S
C1.10
FINISHING PLAN
OVERALL
FEETSCALE
0
HORZ.
100 200
R
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
A
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO BOULDER TRAIL SHEETS C6.01 - C6.03, STREET PLANS AND PROFILES, FOR BOULDER TRAIL.
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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
1" = 100'
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
15
C5.03
Page 116 of 308
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
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3
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9
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3
SOUTHWEST
MAT
C
H
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MATCHLINE
MATCHLINE
MATCHLINE
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MA
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C
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ONLYBUS
THR
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DRO
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OFF
LAN
E
THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PARKI
N
G
NO
PARKI
N
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NO
PARK
I
N
G
NO
PARKING
NO
PARKING
D
S
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D
D
D
D
D
S
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D
S
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OH
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OH
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UGE B
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I
N
O
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S
B
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I
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O
U
S
B
I
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M
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N
O
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S
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O
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W
(
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)
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(
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)
W
(
P
)
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E
93
60
SA
N
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A
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N
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DO
C
.
N
O
.
2
4
0
9
3
7
3
MATCHLINE
ONLYBUS
TH
R
U
DR
O
P
OF
F
LA
N
E
THRU DROPOFFLANE
TENNIS COURTS
LIFT
STATION
SAWCUT BETWEEN NET AND POSTS AND ALONG NET LINES TO A DEPTH OF 1-1/2".
FILL WITH ELASTOMERIC SEALER PRIOR TO COLOR COATING (TYP)
11
C5.04
11
C5.04
D
S
S
S
D
D
S
S
S
12
C5.03
12
C5.03
12
C5.03
17
C5.02
17
C5.02
17
C5.02
9
C5.03
9
C5.03
9
C5.03
9
C5.03
13
C5.04
13
C5.04
13
C5.04
9
C5..03
16
C5.02
17
C5.02
10
C5.04
11
C5.04
10
C5.04
10
C5.04
12
C5.03
12
C5.03
1
C5.04
1
C5.04
1
C5.04
12
C5.03
2
C5.03
2
C5.03
2
C5.03
2
C5.03
6
C5.03
4
C5.03
2
C5.03
4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP)
PAINTED ACCESSIBLE SYMBOL (TYP)
2
C5.03
2
C5.03
2
C5.03
8' x 2' CROSS WALK (TYP)
8' x 2' CROSS WALK (TYP.)
17
C5.02
2
C5.03
17
C5.02
17
C5.02
8' x 2' CROSS WALK (TYP)
17
C5.02
17
C5.02
10'
CLF
10'
CLF
10'
CLF
10'
CLF 10'
CLF
10'
CLF
10'
CLF
10'
CLF
7'H
6'W
7'H
10'W
POST
NET
POST
NET
POST
NET
POST
NET
POST
NET
STRP
NET
STRP
NET
STRP
NET
STRP
NET
STRP
NET
COLOR 1 COLOR 1
COLOR 1
COLOR 1 COLOR 1
COLOR 2 COLOR 2 COLOR 2 COLOR 2 COLOR 2
1 2 3 4 5
COURT STRIPING (TYP)
SHALL MEET USTA SPECIFICATIONS
17
C5.02
2
C5.03
7
C5.03
2
C5.03
10
C5.04
11
C5.04
13
C5.03
13
C5.03
2
C5.03
2
C5.03
2
C5.03
3
C5.03
A A
C
13
C5.04
13
C5.04
13
C5.04
I
B
B
13
C5.04 L
13
C5.04 L
13
C5.0413
C5.04
LL
L
13
C5.04C
13
C5.04 F
F
PAINTED DIRECTIONAL ARROW (TYP.)
PAINTED BUS LANE TEXT WITH
WORDS "BUS ONLY" (TYP.)
PAINTED THRU LANE TEXT
WITH WORDS "THRU LANE" (TYP.)
PAINTED DROP OFF LANE TEXT
WITH WORDS "DROP OFF" (TYP.)
PAINTED DIRECTIONAL ARROW (TYP.)
PAINTED SINGLE WHITE STRIPE (TYP.)
PAINTED SINGLE WHITE STRIPE (TYP.)
7
C5.03
C1.11
FINISHING PLAN
SOUTHWEST
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
A
1
C5.01
KEYMAP
1"=400'
FEETSCALE
0
HORZ.
30 60
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
7' HIGH, 6' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE
7' HIGH, 10' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE
TENNIS POST AND NET
TENNIS STRAP AND NET
FENCING KEY NOTES
10'H
CLF
7'H
6'W
7'H
10'W
POST
NET
STRP
NET
1.REFER TO SHEET C3.01,GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
NOTES
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
15
C5.03
THRU
LANE
DROP
OFF
LANE
SIMILAR TO R3-8AA
(36"x30")
VISITOR
PARKING
SIMILAR TO R7-1
(12"x18")
AUTHORIZED
VEHICLES ONLY
SIMILAR TO R4-X4
(36"x36")
STOP
R1-1
(30" X 30")
R5-1
(30" X 30")
SIGNAGE KEY NOTES
A B C
D E F
ONLYONLY
R3-8AA
(36 X 30)
ONLY ONLY
R3-8AC
(36 X 30)
G H I
J
ONLYONLY
R3-8CA
(36 X 30)
BEGINONEWAY
R6-X1
(24 X 30)
ONE WAY
R6-1L
(36 X 12)
K L
W11-2
(30 X 30)
NO
PARKING
FIRE
LANE
SIMILAR TO R7-5
(12"x18")
Page 117 of 308
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SANITARY EASEMENT PERDOC. NO. 409760 25
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SANITARY EASEMENT PERDOC. NO. 409760
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LAN
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THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
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OFF
12345678
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12345678
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NO
PARK
I
N
G
NO
PARK
I
N
G
PROPOSED BUILDING
BUS LOT35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
MAIN LOT
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARKI
N
G
NO
PARKING
NO
PARKING
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
FUTURE HIGH
JUMP
FUTURE DISCUS
FUTURE SHOT PUT FUTURE LONG /
TRIPLE JUMP
LIFT
STATION
SERVICE LOT
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
SOFTBALL #1
BASEBALL
SOFTBALL #2
POTENTIAL
SOLAR FIELD
POND A
INFILTRATION AREA
D
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S
S
S
D
D
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D
D
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D
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CULTIVATED FIELD
CULTIVATED FIELD
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ONLYBUS
BUS LOT
35 BUS STALLS
44 STANDARD STALLS
(2 ACCESSIBLE, 42 REGULAR)
NO
PARKIN
G
POND A
INFILTRATION AREA
D
12
C5.03
17
C5.02
9
C5.03
12
C5.03
9
C5.03
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17
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17
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C5.03
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4
C5.03
2
C5.03
6
C5.03
4
C5.03
2
C5.03
4
C5.03
4
C5.03
4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP)
PAINTED ACCESSIBLE SYMBOL (TYP)
4" WIDE PAINT STRIPE (TYP)
9' x 18' STALLS (TYP)
4
C5.03
4
C5.03
C5.03
2
C5.03
8' x 2' CROSS WALK (TYP.)
17' x 40' STALLS
4" WIDE PAINT STRIPE (TYP)
17' x 40' STALLS
4" WIDE PAINT STRIPE (TYP)
8'H
CLF
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17
C5.02
7
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7
C5.03
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C5.03
7
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2
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11
C5.04
12
C5.03
10
C5.03
17
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2
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7
C5.03
15
C5.04
16
C5.02
16
C5.02
10
C5.03
11
C5.04
10
C5.04
6'H
CLF
13
C5.04 L
13
C5.04C
13
C5.04 F
F
PAINTED DIRECTIONAL ARROW (TYP.)
PAINTED BUS LANE TEXT WITH
WORDS "BUS ONLY" (TYP.)
PAINTED SINGLE WHITE STRIPE (TYP.)
7
C5.03
7
C5.03
7
C5.03
C1.12
FINISHING PLAN
SOUTHEAST
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
A
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
NOTES
1"=400'
KEYMAP FEETSCALE
0
HORZ.
30 60
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
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C5.02
13
C5.02
15
C5.03
Page 118 of 308
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2639.45
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SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
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REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
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153 STALLS
(6 ACCESSIBLE, 147 REGULAR)
36 POSSIBLE FUTURE
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17
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13
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12
C5.03
12
C5.03
12
C5.03
10
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10
C5.03
10
C5.03
10
C5.03
12
C5.0312
C5.03
12
C5.03
12
C5.03
12
C5.03
11
C5.03
11
C5.03
9
C5.03
17
C5.02
17
C5.02
17
C5.02
10
C5.03
4
C5.04
2
C5.04
11
C5.04
10
C5.04
15
C5.02
6
C5.034
C5.03
2
C5.03
2
C5.03
2
C5.03
2
C5.034
C5.03
6
C5.03
4
C5.03
2
C5.03
2
C5.03
6
C5.03
4
C5.03
6
C5.03
4
C5.03
6
C5.03
2
C5.03
2
C5.03
2
C5.03
2
C5.03
2
C5.03
4
C5.03
2
C5.03
4" WIDE PAINT STRIPE (TYP)
9' x 20' STALLS (TYP)
4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP)
PAINTED ACCESSIBLE SYMBOL (TYP)
4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP)
PAINTED ACCESSIBLE SYMBOL (TYP)
4" WIDE PAINT STRIPE (TYP)
9' x 18' STALLS (TYP)
17
C5.02
17
C5.02
2
C5.03
2
C5.03
17
C5.02
8'H
CLF
8'H
CLF
8'H
CLF
16
C5.04
15
C5.04
15
C5.04
12
C5.03
10
C5.03
10
C5.03
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C5.03
13
C5.04
13
C5.04
14
C5.04 L
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C5.04F
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13
C5.04 H
13
C5.04
G
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A
PAINTED DROP OFF LANE TEXT
WITH WORDS "DROP OFF" (TYP.)
PAINTED THRU LANE TEXT
WITH WORDS "THRU LANE" (TYP.)
PAINTED SINGLE WHITE STRIPES
PAINTED SINGLE WHITE STRIP (TYP.)
PAINTED SINGLE WHITE STRIPE (TYP.)
PAINTED DIRECTIONAL ARROW (TYP.)
PAINTED DIRECTIONAL ARROW (TYP.)
2' x 8' CROSSWALK (TYP.)
7
C5.03
7
C5.03
4
C5.03
4
C5.03
2
C5.03
8
C5.03
17`
C5.02
16
C5.02
4' OPENING
4' OPENING
11
C5.04
10
C5.04
C1.13
FINISHING PLAN WEST
FEETSCALE
0
HORZ.
30 60
R
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
SAWCUT
LEGEND
A
1
C5.01
KEYMAP
1"=400'
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
3.REFER TO SHEET C1.11 FOR SIGNAGE KEY NOTES.
NOTES
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
7' HIGH 6' WIDE SINGLE SWING GATE WITH LOCKING DEVICE
7' HIGH 10' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE
FENCING KEY NOTES
10'
CLF
7'H
6'W
7'H
10'W
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
15
C5.03
12
C5.04
12
C5.04
Page 119 of 308
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
25
3
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4
0
9
3
7
3
EAST
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MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
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MA
T
C
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L
I
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E
EASEMENT
ONLYBUS
THR
U
DRO
P
OFF
LAN
E
THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PARKI
N
G
NO
PARKI
N
G
PROPOSED BUILDING
BUS LOT
35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
MAIN LOT153 STALLS
(6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARK
I
N
G
NO
PARKING
NO
PARKING
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
D
S
S
S
S
D
D
D
D
D
S
S
D
S
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T
C
H
L
I
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MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
BUS LOT
35 BUS STALLS
PRACTICE FIELD #1
8-LANE TRACK
PRACTICE FIELD #4
BASEBALL
12
C5.03
9
C5.03
17
C5.02
17
C5.02
17
C5.02
17
C5.02
12
C5.03
12
C5.03
12
C5.03
10
C5.03
10
C5.03
10
C5.03
11
C5.04
11
C5.04
10
C5.04
5
C5.04
10
C5.03
10
C5.04
15
C5.02
15
C5.02
15
C5.02
4
C5.03
6
C5.03
2
C5.03
6
C5.03
6
C5.03
4
C5.03
4
C5.03
4
C5.03
4
C5.03
17' x 40' STALLS
4" WIDE PAINT STRIPE (TYP)
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
10
C5.04
10
C5.04
11
C5.04
17
C5.02
19
C5.03
19
C5.03
19
C5.03
15
C5.03
15
C5.03
15
C5.03
15
C5.03
8'H
CLF
1
C5.03
1
C5.03
1
C5.03 1
C5.03
7
C5.04
7
C5.04
7
C5.03
7
C5.03
7
C5.03
2
C5.03
10
C5.03
10
C5,04
11
C5.04
11
C5.04
12
C5.03
10
C5.03
16
C5.02
16
C5.02
10
C5.03
11
C5.04
10
C5.04
11
C5.04
10
C5.04
6'H
CLF
6'H
CLF
7
C5.03
7
C5.03
4' OPENING
C1.14
FINISHING PLAN EAST
FEETSCALE
0
HORZ.
30 60
R
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
A
1
C5.01
1"=400'
KEYMAP
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
FENCING KEY NOTES
6'H
CLF
8'H
CLF
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
15
C5.03
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
Page 120 of 308
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W (
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)
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)
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)
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
2
5
35
25
35
25
35
25
35
25
35
25
35
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3
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
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MA
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ONLYBUS
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DRO
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LA
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THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PARK
I
N
G
NO
PARK
I
N
G
35 BUS STALLS 44 STANDARD STALLS
(2 ACCESSIBLE, 42 REGULAR)
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARKI
N
G
NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
D
S
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S
D
D
D
D
D
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15
35
W
(
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)
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
3
5
25
35
25
35
2
5
3
5
SAN
I
T
A
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A
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DOC
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N
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2
4
0
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3
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3
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A
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T
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DO
C
.
N
O
.
5
7
8
2
0
0
33
33
3
0
3
0
3
0
3
0
30
3
0
ELECT
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I
C
T
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A
N
S
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I
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A
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O
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.
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5
6
7
8
9
4
MA
T
C
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L
I
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MATCHLINE
MA
T
C
H
L
I
N
E
EASEMENT
BASEBALL
10
C5.03
10
C5.03
10
C5.03
10
C5.03
10
C5.03
4
C5.04
11
C5.04
10
C5.04
5
C5.04
19
C5.03
19
C5.03
19
C5.03
8'H
CLF
8'H
12
C5.03
12
C5.03
10
C5.03
10
C5.03
4' OPENING C1.15
FINISHING PLAN
NORTHWEST
FEETSCALE
0
HORZ.
30 60
R
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
A
1
C5.01
1"=400'
KEYMAP
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
FENCING KEY NOTES
8'H
CLF
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
15
C5.03
Page 121 of 308
OHE
OHE
OHE
OHE
OHE
OHE
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OHE
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W (
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25
35
25
35
25
35
25
35
25
35
SANIT
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0
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3
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3
NORTH
MAT
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MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
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L
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N
E
MA
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C
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EASEMENT
ONLYBUS
THR
U
DR
O
POFF
LAN
E
THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PARKIN
G
NO
PARKIN
G
35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARK
I
N
G
NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
D
S
S
S
S
D
D
D
D
D
S
S
D
S
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
3
5
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
BASEBALL
12
C5.03
10
C5.03
10
C5.03
11
C5.04
11
C5.04
10
C5.04
5
C5.04
10
C5.03
10
C5.03
4
C5.04
4
C5.04
11
C5.04
10
C5.04
2
C5.04
11
C5.04
10
C5.04
10
C5.04
11
C5.04
5
C5.04
10
C5.04
15
C5.02
8'H
CLF
8'H
CLF
19
C5.03
19
C5.03
19
C5.03
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
10
C5.03
4' OPENING
4' OPENING
11
C5.04
10
C5.04
C1.16
FINISHING PLAN NORTH
FEETSCALE
0
HORZ.
30 60
R
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
A
1
C5.01
KEYMAP
1"=400'
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
NOTES
8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
FENCING KEY NOTES
8'H
CLF
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
15
C5.03
Page 122 of 308
OHE
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5
1
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2
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0
15
35
15
35
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W (
P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UG
E
2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
25
3
5
SANITA
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7
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2
0
0
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33
30
30
30
30
30
30
30
30
ELECTRIC
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6
7
8
9
4
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3
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0
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3
NORTHEAST
MAT
C
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MAT
C
H
L
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
EASEMENT
ONLYBUS
THR
U
DRO
POFF
LAN
E
THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PARKI
N
G
NO
PARKI
N
G
35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR)
153 STALLS
(6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE
NO
PARK
I
N
G
NO
PARKING
NO
PARKING
8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR)
D
S
S
S
S
D
D
D
D
D
S
S
D
S
OH
E
OH
E
2639.45
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
35
SA
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
P
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R
DO
C
.
N
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.
2
4
0
9
3
7
3
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C
T
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.
N
O
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5
6
7
8
9
4
MA
T
C
H
L
I
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MATCHLINE
MA
T
C
H
L
I
N
E
PRACTICE FIELD #2
PRACTICE FIELD #3
SOFTBALL #1
BASEBALL
SOFTBALL #2
11
C5.04
10
C5.04
6'H
CLF
6'H
CLF
11
C5.04
10
C5.04
D
10
C5.03
3
C5.04
11
C5.04
10
C5.04
10
C5.03
11
C5.04
10
C5.04
4
C5.04
4
C5.03
4
C5.04
3
C5.04
11
C5.04
10
C5.04
11
C5.04
10
C5.04
10
C5.03
4
C5.04
10
C5.04
11
C5.04
5
C5.04
15
C5.02
6
C5.04
6
C5.04
6
C5.04
19
C5.03
8
C5.04
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
8'H
CLF
6
C5.04
4' OPENING
4' OPENING
4' OPENING
4' OPENING
8'H
CLF
C1.17
FINISHING PLAN
NORTHEAST
FEETSCALE
0
HORZ.
30 60
R
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 AGLIME
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING
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 RISER INLET (RI)
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
SAWCUT
LEGEND
A
1
C5.01
1"=400'
KEYMAP
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES.
NOTES
4' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
FENCING KEY NOTES
4'H
CLF
8'H
CLF
10'H
CLF
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
17
C5.02
16
C5.02
10
C5.03
11
C5.03
12
C5.03
8
C5.04
13
C5.03
11
C5.04
13
C5.04
9
C5.04
2
C5.02
3
C5.02
5
C5.02
15
C5.01
7
C5.02
14
C5.04
15
C5.04
16
C5.04
10
C5.02
11
C5.02
13
C5.02
15
C5.03
Page 123 of 308
FO
L
FO
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L
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UGE
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UG
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UG
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[
]
[]
[]
[]
[]
[]
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[]
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[]
[]
[]
[][]
[]
[
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[]
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[]
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NORTH
NORTHEAST
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SOUTHEAST
SOUTHWEST
WEST
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MA
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[]
[]
SF
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[
]
[]
[]
[
]
[]
[]
[
]
[][]
[]
C2.01
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PLAN OVERALL
FEETSCALE
0
HORZ.
100 200
R
955
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D
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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 RISER INLET (RI)
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 RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN - BOULDER TRAIL, FOR BOULDER TRAIL EROSION
CONTROL PLAN.
3.REFER TO SWPPP NARRATIVE, SHEET C2.12, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL
REQUIREMENTS.
4.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.
5.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
6.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.
7.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.
8.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.DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC.
f.DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC.
g.OR APPROVED EQUAL.
9.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 3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 100'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
Page 124 of 308
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2
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1
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1
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1
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4
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4
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C5.01
C2.02
EROSION CONTROL
PLAN SOUTHWEST
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1"=400'
FEETSCALE
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955
54.6
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[][]
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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCH. PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
Page 125 of 308
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CULTIVATED FIELD
CULTIVATED FIELD
BUS LOT
35 BUS STALLS
44 STANDARD STALLS
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POND A
INFILTRATION AREA
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IP
IP
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SF
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SF
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[
]
[
]
[
]
[
]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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[]
[]
[]
[
]
[
]
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]
[]
[]
[]
[]
[]
[]
[]
IP
IP
IP
16
C5.01
2
C5.01
2
C5.01
16
C5.01
MATCHLINE
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
IP
IP
IP IP
8
C5.01
2
C5.01
2
C5.012
C5.01
2
C5.01
2
C5.01
4
C5.01
4
C5.01
4
C5.01
4
C5.01
4
C5.01
4
C5.01
4
C5.01
2
C5.01
4
C5.01
C2.03
EROSION CONTROL
PLAN SOUTHEAST
1"=400'
KEYMAP FEETSCALE
0
HORZ.
30 60
R
955
54.6
955
D
>>>>
>>>>>>>>>>
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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
Page 126 of 308
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2
C5.01
2
C5.01
2
C5.01
4
C5.01
3
C5.01
4
C5.01
4
C5.01
4
C5.01
2
C5.01
2
C5.01
1
C5.01
1
C5.01
1
C5.01
4
C5.01
C2.04
EROSION CONTROL
PLAN WEST
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
955
54.6
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>>>>
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[][]
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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
Page 127 of 308
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SANITARY EASEMENT PERDOC. NO. 409760 25
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SANITARY EASEMENT PERDOC. NO. 409760
25
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IP
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2
C5.01
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C5.01
4
C5.01
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C5.01
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C5.01
2
C5.01
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C5.01
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C5.01
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C5.01
4
C5.01
4
C5.01
1
C5.01
1
C5.01
4
C5.01
C2.05
EROSION CONTROL
PLAN EAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
54.6
955
D
>>>>
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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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
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C5.01
8
C5.01
16
C5.01 Page 128 of 308
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SANITARY EASEMENT PER
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4
C5.01
1
C5.01
C2.06
EROSION CONTROL
PLAN NORTHWEST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
54.6
955
D
>>>>
>>>>>>>>>>
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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
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SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
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25
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SANITARY EASEMENT PER
DOC. NO. 409760
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[]
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[
][]
[][]
[]
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[]
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
2
C5.01
2
C5.01
2
C5.01
4
C5.01
C2.07
EROSION CONTROL
PLAN NORTH
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
955
54.6
955
D
>>>>
>>>>>>>>>>
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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES 3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
Page 130 of 308
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SANITARY EASEMENT PER
DOC. NO. 409760
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4
C5.01
1
C5.01
1
C5.01
C2.08
EROSION CONTROL
PLAN NORTHEAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
54.6
955
D
>>>>
>>>>>>>>>>
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 RISER INLET (RI)
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 APPROXIMATE RIPRAP EXTENTS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C2.01, EROSION CONTROL PLAN OVERALL, FOR EROSION CONTROL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
2
C5.02
7
C5.02
3
C5.02
5
C5.02
15
C5.01
1
C5.01
3
C5.01
4
C5.01
2
C5.01
8
C5.01
16
C5.01
Page 131 of 308
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 MIDDLE SCHOOL
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, storm sewer, sanitary sewer, and water main extensions,
temporary erosion and sediment control, and permanent stabilization.
Stormwater currently drains to a tributary to the unnamed wetland.
After construction is complete stormwater will drain to inlets and flow through the stormwater system
This project includes the following stormwater management BMPs: construction exit, silt fence, sediment
control logs, and erosion control blankets.
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)Perform removals
4)Construct building, parking lots, roads, and sport fields
5)Install utilities
6)Site grading
7)Add additional temporary BMPs as necessary during construction based on inspection reports.
8)Ensure final stabilization measures are complete.
9)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner.
10)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 115 19 28, 33, 34 44.7323°-93.1120°
BMP SUMMARY QUANTITY UNIT
ROCK CONSTRUCTION EXIT 1 EACH
SILT FENCE, TYPE MS 3,574 LIN FT
SEDIMENT CONTROL, LOG TYPE WOOD FIBER 5,706 LIN FT
ROLLED EROSION PREVENTION BLANET 42,654 SY
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
UNNAMED WETLAND WETLAND NO NO NO
COMPANY CONTACT PERSON PHONE
OWNER:City of Rosemount Sean Kelly 651-227-7773
SWPPP DESIGNER:Bolton & Menk, Inc.Lani Leichty 952-890-0509
CONTRACTOR:TBD TBD TBD
CONSTRUCTION SWPPP MANAGER:TBD TBD TBD
PARTY RESPONSIBLE FOR LONG TERM O&M:City of Rosemount Sean Kelly 651-227-7773
Total Project Size (disturbed area) =66.5 ACRES
Existing area of impervious surface =0 ACRES
Post construction area of impervious surface =17.60 ACRES
Total new impervious surface area created =17.60 ACRES
Planned Construction Start Date:09/01/2024
Estimated Construction Completion Date:08/10/2026
PROJECT AREAS:
PROJECT LOCATION
PROJECT BOUNDARY
NATIONAL WETLANDS INVENTORY
IMPAIRED, SPECIAL OR PROTECTED WATERS
CALCAREOUS FEN
OR
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.
C2.10
SWPPP PLAN
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 132 of 308
411A
411B
250
411B
411B
411B
250
250
39D
39D
Xref .\Project Border.dwg
LEGEND
PROJECT BOUNDARY
SOIL TYPE
NATIONAL WETLANDS INVENTORY
DWSMA, LOW VULNERABILITY
STEEP SLOPES (>33.3%)
RECEIVING WATERS
IMPAIRED, SPECIAL OR PROTECTED WATERS
SOIL TYPE SUMMARY
Map Unit
Symbol Soil Name Hyd. Soil
Group Erodibility
39D WADENA LOAM, 12 TO 18 PERCENT SLOPES B HEL
250 KENNEBEC SILT LOAM C NHEL
411A WAUKEGAN SILT LOAM, 0 TO 1 PERCENT SLOPES B NHEL
411B WAUKEGAN SILT LOAM, 1 TO 6 PERCENT SLOPES B NHEL
NHEL - Not Highly Erodible Land
PHEL - Potentially Highly Erodible Land
HEL - Highly Erodible Land
OTHER SUGGESTED LEGEND ITEMS
DELINEATED WETLAND
WETLAND BUFFER
EXISTING STORMWATER POND
KARST AREAS
IMPAIRED, SPECIAL OR PROTECTED WATERS
CALCAREOUS FEN
LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN
DESCRIPTION SHEET NO.
SITE MAP C2.10
DIRECTION OF FLOW C2.10
FINAL STABILIZATION C2.10
SOILS C2.12
EROSION & SEDIMENT CONTROL DETAILS C2.10
EROSION CONTROL TABULATION C2.10
TURF ESTABLISHMENT TABULATION C2.10
NARRATIVE & NOTES C2.10 - C2.12
FEETSCALE
0 100 200
R
C2.11
SWPPP SOILS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 200'
Page 133 of 308
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 TO BE APPLIED FOR
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
C2.12
SWPPP NARRATIVE
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 134 of 308
NO
PAR
K
I
N
G
NO
PAR
K
I
N
G
PROPOSED BUILDING
BUS LOT
MAIN LOT
NO
PAR
K
I
N
G
NO
PARKIN
G
NO
PARKIN
G
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
954
.
3
12"
X
2
4
"
R
C
P
953.13501 CHECK
951.2 950.6 950.1
949.1950.1
950.6
947.5
947.8
949.4
950.2
950.6
952.6
953.0
953.1
953.1
953.3 949.9
949.7
950.2
950.6
950.3
953.1 949.9
953.7 951.1
953.9
954.0 952.0
954.1 953.1
952.4953.5
953.4
953.5
952.9
952.6
953.3
953.2
953.3
949.1
948.4
948.1
948.0
948.5
948.6
945.2945.4
945.2
948.4 959.4 970.2 979.0
979.7
979.3
979.8
980.0
980.0
979.4
979.9
980.0
979.7
979.2
978.9
979.7979.9
978.7
979.4
980.0
979.7
978.6
979.1
979.6979.9
978.9
978.8
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ST-101
ST-102 ST-103
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ST-106
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ST-16
ST-17
C3.01
GRADING AND
DRAINAGE PLAN
OVERALL
FEETSCALE
0
HORZ.
100 200
R
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 C2.12, 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 10.1 OR 10 SHALL BE UNDERSTOOD TO MEAN 1010.1 OR 1010.
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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
H
G
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E
D
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B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 100'
1.) MnDOT Monument 1906 N 4
Elevation = 953.57'
2.)MnDOT Monument 1906 N 5
Elevation = 933.06'
BENCHMARKS (FIELD VERIFY BEFORE USING)
955
54.6
955
954.6
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
PROPOSED FOAM INSULATION AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING / TEST PIT LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
11
C5.01
12
C5.01
ST-1
Page 135 of 308
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#W2-5 WET
#W2-6 WET
#W2-7 WET
#W2-8 WET
1-2 WET
1-3 WET
1-4 WET
2-2 WET
2-1 WET
2-14 WET
2-13 WET
2-12 WET
2-11 WET
2-10 WET
2-9 WET
UG
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UG
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UG
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UG
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W (P
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W (
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W (
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W (P
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W (P
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FIEL
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CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25
35
25
35
25
35
25
35
25
35
SANIT
A
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DOC. N
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2
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5
7
8
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5
7
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2
0
0
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30
30
30
30
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30
30
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ELECTRIC
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BURIED MH
BURIED MH
BURIED MH
BURIED MH
SOUTHWEST
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
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MA
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C
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L
I
N
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D
S
S
S
S
D
D
D
D
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S
D
S
TENNIS COURTS
LIFT
STATION
950.6 950.1
947.5
947.8
949.4
948.1
948.0
948.5
948.6
980.0 979.2
978.9
979.7979.9
978.7
979.4
980.0
979.7
978.6
979.1
979.6979.9
978.9
978.8
979.8
979.6
978.0
978.8
979.5979.9
978.8
979.2
979.9
980.1978.7
979.6
980.5
980.1
978.5
979.4
980.1
980.4
978.7
978.7
980.0
980.1
978.5
979.2
980.1979.9
978.4
978.2
980.0
980.0
978.7
979.3
980.1
980.2
978.6
978.5
980.0
979.9
978.1
978.8
979.5
979.8
977.9
978.3
979.7
979.5
978.1
978.5
979.7
979.8
978.1
978.1
979.5
979.5
977.8
979.1
979.8979.7
977.5
978.1
980.1
979.9
978.2
978.6
979.9
980.3
978.2
977.9
979.9
979.6
977.1
940.4
936.6
934.6
933.6
932.6
931.4
930.3
929.6
928.3
927.3
926.3
925.3
924.2
923.4
927.2928.4929.5930.7931.8932.9933.9
935.2
936.1937.3
938.6
940.2
942.0
942.1 938.2 936.8 935.8 934.7 933.6 932.3 931.2 930.0 928.9 927.9 926.6
925.6926.7
927.7928.8930.2931.2932.3933.4934.6935.7937.2
940.0
939.3 936.5 934.9 933.7 932.5 931.4 930.2 928.8 927.5 925.9
930.1
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946.7 945.3 944.2 943.0 941.7 940.7 939.4 938.5 937.4
936.1 935.1 933.9 932.8
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949.5
948.9
948.4
947.8
947.5947.4
947.1
947.4948.0
946.8
946.6
946.1
945.7
945.4
945.3
945.3
945.4
945.6
945.9
946.5
947.3
948.1
948.9
949.6
950.2950.1
949.6
949.1
962.7
963.0
962.5
963.6
964.2
965.1
964.3
964.8
964.4
964.0
962.8
963.9
965.0
965.6
966.4
966.4
965.8
962.9
963.2
962.6
961.6
960.6
960.4
960.4
959.8
958.7
958.6
933.3
931.6 930.0 929.2
928.2
926.7
925.1
924.3
929.8931.9933.8
936.1
938.2940.4
943.2
943.7 941.3 939.1
937.0
934.8
932.4 930.3
932.2
934.5936.4938.1939.8942.1944.7
945.4 943.2
940.7
938.8 936.8 934.7 932.5
934.4936.4938.6
940.5
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946.8
943.1 938.0
958.4
958.3
958.3
957.7
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959.6
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960.4
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947.9 947.5
947.3
944.6
CB
947.7
CB
944.5
CB
947.4
CB
CBX
947.7
EB
951.0
950.4
949.9
949.2
948.8
948.1
947.5
946.9
946.3
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945.6
945.5
945.4
945.2
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946.0
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947.1
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948.7
949.0
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948.0
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946.6
946.6
947.1
947.4
947.5
947.9
948.5
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949.7
950.2
950.9
951.5
952.1
952.8
953.4
953.6
953.7
948.3
FOL
948.0
FOL
947.2
FOL
946.7
FOL
946.9
FOL
946.4
FOL
945.8
FOL
946.7
FOL
948.0
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946.9
GP
948.9
GP
948.0
GP
945.6
GW
950
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5
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9
4
9
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2
H
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948.0
HHC
947.8
HHF 948.0
HHF
948.1
HHF
947.0
HHF
946.7
HHF
HYD
HYD
950.9
LP
947.6
LP
LP
947.2
MH
949.1
MH
948.1
MH
948.1
MH
MH
947.1
MH
946.8
MH
945.0
MH
948.5
PPU
945.9
PPU
946.7
PPU
944.5
15" RCP
950.6
TAD
950.7
TAD950.8
TAD950.8
TAD
949.1
TAD949.2
TAD
949.4
TAD
949.4
TAD
941.5
937.5
934.8
950.5
TC
949.7
TC
948.7
TC
947.8
TC
947.0
TC
946.3
TC
945.9
TC
945.5
TC
945.3
TC
945.2
TC
945.2
TC
945.4
TC
945.8
TC
946.2
TC
946.6
TC
947.0
TC
947.5
TC
947.9
TC
948.4
TC
948.3
TC
948.7
TC
949.2
TC
949.5
TC949.5
TC949.6
TC
TC
951.0
TC
950.9
TC950.8
TC
950.5
TC
949.
9
TC
949.3
TC
948.7
TC
948.2
TC
947.4
TC
946.8
TC
946.4
TC
945.9
TC
945.6
TC
945.3
TC
945.2
TC
945.2
TC
945.2
TC
945.4
TC
945.6
TC
945.8
TC
946.3
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946.7
TC
947.0
TC
947.4
TC
947.9
947.8
TC 948
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2
TC
948.4
TC
948.2
TC
948.1
TC
947.8
TC
948.1
TC
948.5
TC
949.1
TC
949.6
TC
948.2
TCS
TCS
945.3
TCS
948.5
TCS
946.6
TCS
950.0
TCS
950.0
TCS
947.3
UGC
950.8
UGE
951.0
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946.7
UGE
946.8
UGE946.9
UGE
946.1
UGE946.2
UGE946.3
UGE
947.3
UGE
947.6
UGE
947.8
UGE
948.0
UGE
947.8
947.7
UGE 947.5
947.7
949.3
UWP
948.0
UWP
947.2
UWP
947.2
UWP947.2
UWP
947.3
UWP
949.9
UWP
950.0
UWP950.5
UWP
947.3
WV
947.1
WV
947.2
WV
949.8
WV
WV
WV
FO
L
FO
L
FO
L
FO
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FO
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OH
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OH
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OH
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926.4 925.5 925.3
924.9 923.0
920.7
917.9
915.3
913.8
914.6
913.6
913.2914.6
917.7
921.3
921.5
921.9
921.5
924.4
928.8
901.4
901.7
901.2
900.5
900.5
901.0
901.3
900.8
900.8
901.7903.5
904.7
907.8
905.9
903.5 901.2
902.7
902.7
903.9
904.7
947.7
945.9
945.4
947.6
TOP=
INV=
SAN
947.1
935.6
TOP=
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948.1
924.3
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949.1
925.0
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947.4
943.6
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TOP=
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947.7
943.7
SUMP=941.9
TOP=
INV=
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948.1
939.0(N)
INV=942.8(W)
INV=943.2(E)
TOP=
INV=
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946.8
937.9(N,S)
INV=936.6(W)
TOP=
INV=
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944.5
940.0
SUMP=938.5
TOP=
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944.6
939.8
SUMP=939.4
TOP=
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40.9
38.6
38.8
39.2 37.2
29.9 29.8
38.7
42.0
42.4
45.4
43.1
33.9
33.9
36.8
39.4
FFE VARIES
44.5
9
C5.01
11
C5.01
47.5
47.5
47.7
46.9
11
C5.01
-1.0%
C3.02
GRADING AND
DRAINAGE PLAN
SOUTHWEST
KEYMAP
1"=400'
FEETSCALE
0
HORZ.
30 60
R
955
54.6
955
954.6
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 LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
11
C5.01
ST-1
Page 136 of 308
NO
PARK
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NO
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PROPOSED BUILDING
BUS LOT
MAIN LOT
NO
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NO
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NO
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PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
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SOFTBALL #1
BASEBALL
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TCS
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2-12 WET
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98
0
97
5
970
96
5
960
955
950
950
9
5
0
94
5
94
5
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925930935
940
920
915
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97
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595
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2
0
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93
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94
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4
94
3
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9
4
1
9
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914
913
914
916
917
918
919
921
92
7
926924923
922
92
1
918
919
926
927928929931932
93
3
934
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939
941
94
2
92
9
931
932
933
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939
941
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94
4
94
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936
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6
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2
95
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95
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953954954954956954954
958
957
956
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95
2
95
3
949
94
8
947
946
943
942
941
93
9938937
936 934
933
932
931
929
928
927
92
6
92
4
923
922
921
924923922
946
947
948
94
9
949
948
947
94
7
94
8
94
6
9
4
9
94
8
94
7
95
1
95
2
95
3
951
9
5
2
9
4
9
949
949
951
952
953
95
4
9
5
4
9
5
4
95
3
9
5
4
95
4
66" SAN
S
(
P
)
66" SAN
S
(
P
)
66"
S
A
N
S
(
P
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66"
S
A
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66
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48
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48" SAN
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CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
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CULTIVATED FIELD
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SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
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SANIT
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SAN (P)
BURIED MH
BURIED MH
BURIED MH
BURIED MH
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A
N
S
(
P
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SAN MH
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SOUTHEAST
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C
H
L
I
N
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MA
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C
H
L
I
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
D
S
S
S
S
D
D
D
D
D
S
S
D
S
ONLYBUS
BUS LOT
NO
PARKIN
G
POND A
INFILTRATION AREA
925.3
924.2
923.4
922.5
921.9
921.8
921.2
921.0 920.3
919.3
918.4
918.3
918.9
918.9
919.0
919.3 919.4 919.4
919.4
928.9
942.5
942.8
929.0
924.8
922.7
925.3
932.6
930.8
930.3
930.4
930.7
920.6920.2920.2920.0920.2920.2920.6921.7922.9
924.0925.1926.2927.2928.4929.5
927.9 926.6 925.6 924.3 923.3 921.7
921.3 920.8 920.3 919.8 919.6 920.0 919.8 920.2
922.1
923.8
925.6926.7
935.1 933.9 932.8 931.7 930.4 929.1 928.1
925.2 924.3
923.3 922.7 922.9 922.6
922.6 922.4 922.3 922.5
922.7 922.8 923.0 923.1 923.3
929.9 928.9 927.8 926.5 925.5 924.4 923.3 922.2 920.8 920.0 920.2 920.3 920.3
922.1 922.3 922.5 922.6 923.0 922.8
922.9
924.2924.2924.2924.1923.9924.0924.0923.9924.0924.2924.1925.9927.5929.3930.6932.2933.9935.2936.5937.6939.3940.8
924.3
922.6
921.2
920.1
919.2
916.5
914.9
914.4
913.1
912.6 912.5
913.2
914.0
914.2
914.4
914.2
914.4
914.6 914.7 914.9
914.9
915.0
915.1
916.1
918.2
920.2
920.9
922.1
922.9
923.3
922.9
922.4
921.9
922.1
922.1
921.1
920.6
919.0
916.8
917.1
919.1
920.4
921.0
920.4920.4
920.1
921.5
924.2926.2927.9929.8
930.3 928.3
926.1 924.3
921.9 920.8
920.5
921.0
921.5921.7921.4921.9
925.6
927.8
930.0932.2
932.5 930.2 928.3
924.5
922.7 922.3 922.3
921.9
922.4922.6922.8
923.5
925.1928.7930.6932.7934.4
935.7 933.5 931.2 928.1 925.6
923.0
923.1
922.5
922.9 923.0
923.3 923.5
937.3 935.9 934.9 933.8 932.7
931.5
930.0 928.2 926.9 924.2 923.7 923.6
923.5 923.3 923.4
923.4
923.4
923.2 923.5 923.6
923.7 924.0 924.2
924.0924.1924.1923.8923.8
923.5923.7923.6
923.7
923.6924.0
923.9924.5926.1928.0929.6931.3932.9934.0935.0936.1937.5939.0
940.2
940.3
941.4
942.0
941.6
940.0
920.0
918.2
915.3
913.8
913.9
914.0
914.4
914.6
916.0
916.4
916.8
915.8
915.9
915.9 916.0
918.0 918.2
918.3
918.2
916.9
916.3
916.0
920.6
921.5
922.3
915.0
914.7
914.7
914.2
913.4
913.4
914.8
914.6
913.2
913.6
914.5
914.2
913.7
913.3
913.6
914.2
914.5
913.5
913.1
913.3
911.5
911.7912.3
912.2912.8 907.0
906.8
908.3
910.2
912.2
909.9
907.5
908.4
911.1
911.0
907.5
909.2
911.7
911.6
908.6
907.3
907.7
908.5
908.
3
908.2
940
935
930
925
920
915
910
910910
915
920
9
2
0
9
2
5
9
3
0
9
3
5
9
4
0
940
935
930
925
942
9
4
1
913
914
916
917
918
919
921
92
7
92
6
924
923
92
2
92
1
918
919
926
927
928
929
92
9
931
932
93
3
92
9
928
927
92
6
92
4
923
922
921
924
9
2
3
922
CULTIVATED FIELD
CULTIVATED FIELD
MATCHLINE
915
920
925
930
935
9409
4
0
940
940
940
945
914
916
917
918
919
921
922
923
924
926
927
928
929
931
932
933
934
936
937
938
939
941
941
941
942
942
942
943
943
943
944
946
915
920
925
914
916
917
918
919
921
922
923
924
926
927
928
92
0
920
925
930
935
940
945
921
92
1
92
2
922923
92
3
92
4
92
4
924
926927928929
931932933934
936937938939
941942943944
D
47.7
47.5
47.5
47.5
48.0
48.048.048.0
47.5
48.0
47.5
47.8
48.0
47.5
45.7
38.4
43.1
43.2
42.6
42.6
42.4
42.1
45.1
44.8
45.3
45.7
45.3
43.8
43.5
43.8
44.2
44.1
43.1
43.8
45.245.3
44.4
44.1
5
C5.01
6
C5.01
933
7
C5.01
41.2
23.8
19.0
21.0
20.0
41.6 41.5
41.4
41.9
40.8
39.6
38.7
38.8
36.1
36.337.238.4
37.9
36.6
36.5
37.7
37.5
39.0
38.8
38.6
39.8
41.0
41.4
41.5
41.7
41.2
41.6
41.6
40.5
40.9
40.7
38.5 38.9
38.8
37.5
38.0
37.9
38.4
38.3
36.9
37.4
37.2
36.8
36.6
45.8
45.245.9
47.5
22.0 EOF22.0 EOF
23.8
24.0
23.8
24.0
23.8
21.0
ST-107
ST-113
ST-114
ST-115
ST-116
ST-106
ST-105
37.2
29.9 29.8
38.7
33.9
33.9
36.8
BOTTOM = 914.0
NWL = 920.0
HWL =923.75
SNOWMELT HWL = 924.21
BOTTOM = 920.0
WQV = 920.62
HWL = 923.75
SNOWMELT HWL = 924.21
LOWER FFE:
948.0 = ARCH 100'-0"
LOWER FFE:
948.0 = ARCH 100'-0"
44.5
41.4
43.5
42.5
36.0
37.8
39.8
20.0
20.0
20.0
20.0
20.0
20.0
21.0 19.0
21.0
19.0
21.0
19.0
21.0
19.0
19.1
20.9
24.2
19.0
21.0
14.0
14.0
14.0
14.0
14.0
14.0
9
C5.01
9
C5.01
11
C5.01
47.5
47.5
47.7
46.9
46.6
43.4
47.6
47.548.0
47.5
47.5
47.5
47.5
47.8
46.8 45.8
47.4
44.7 44.5
44.5
46.5
46.7
44.5
C3.03
GRADING AND
DRAINAGE PLAN
SOUTHEAST
1"=400'
KEYMAP
FEETSCALE
0
HORZ.
30 60
R
955
54.6
955
954.6
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 LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
ST-1
11
C5.01
Page 137 of 308
ONLYBUS
THR
U
DRO
P
OFF
LAN
E
THRU DROPOFFLANE
THRU DROPOFFLANE
DROP
OFF
DROP
OFF
NO
PARK
I
N
G
NO
PARK
I
N
G
NO
PARKI
N
G
NO
PARKING
NO
PARKING
954.3
12"X
2
4
"
R
C
P
953.13501 CHECK
951.2 950.6 950.1
949.1950.1
950.6
947.5
947.8
949.4
950.2
950.6
952.6
953.0
953.1
953.1
953.3 949.9
949.7
950.2
950.6
950.3
953.1 949.9
953.7 951.1
953.9
954.0 952.0
954.1 953.1
952.4953.5
953.4
953.5
952.9 952.6
953.3
953.2
953.3
949.1
948.4
948.1
948.0
948.5
948.6
945.2945.4 945.2
948.4 959.4 970.2 979.0979.7 979.3
979.8
980.0
980.0
979.4
979.9
980.0
979.7
979.2
978.9
979.7979.9
978.7
979.4
980.0 979.7
978.6
979.1979.6979.9
978.9
978.8
979.8 979.6
978.0
978.8979.5979.9
978.8
979.2979.9980.1978.7
979.6
980.5 980.1
978.5
979.4980.1
980.4
978.7
978.7
980.0 980.1 978.5
979.2
980.1979.9
978.4
978.2
980.0 980.0
978.7
979.3
980.1980.2
978.6
978.5
980.0 979.9 978.1
978.8
979.5
979.8
977.9
978.3979.7 979.5 978.1
978.5
979.7979.8978.1
978.1
979.5 979.5
977.8
979.1
979.8979.7
977.5
978.1
980.1
979.9 978.2
978.6979.9
980.3
978.2
977.9
979.9 979.6 977.1
977.2980.1980.3
977.7
977.3 980.1
979.9 978.4
978.7980.9
981.0977.6
977.7
981.3
981.5
978.9
979.1
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951.3#W1-6 WET
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954.6#W2-4 WET
954.0#W2-5 WET
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952.9#W2-7 WET
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952.51-4 WET
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952.12-1 WET
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951.82-12 WET
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951.82-10 WET
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TOP=INV=
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949.5
950.0
950.8
951.4
951.8
951.9
950.7
949.8
949.0
948.6
948.6
948.6
949.3
948.9
948.8
948.5
948.5
949.1
949.7
951.1
951.7
951.3
950.9
952.3
951.9
950.9
950.7
950.4
950.3
950.3
949.5
949.1
949.3
949.0
950.4
951.1
965.8
965.7
965.2
965.6
966.4
967.9
967.2
966.3
964.7
964.3
964.4
965.1
965.3
965.3
965.2
964.6
965.0
965.5
966.3
966.9
967.9
951.4
950.7
950.0
949.3
961.9
962.5
962.9
964.9
965.0
965.6
966.5
966.6
967.0
966.0
966.1
965.9
964.0
963.0
964.1
965.3
962.9
953.4
953.8
953.2
952.7
951.7
950.9
950.3
949.6
949.3
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948.4
948.5
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950.1
951.1
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950.7
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948.1
948.2
948.4
948.5
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950.8
950.0
949.4
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949.1
949.1
949.2
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949.3
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950.2
950.3
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950.3
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951.6
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950.4
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953.1
953.1
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951.7
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950.3
949.8
949.0
947.2
949.3
949.6
949.5
949.7
949.9
950.1
950.5
949.6
949.7
949.4
949.0
949.2
949.5
949.9
950.3
951.1
951.0
951.4
951.6
951.7
951.8
951.7
952.1
952.6
952.7
953.0
952.6
952.7
952.4
952.2
952.1
951.0
950.4
953.6
953.7
953.4
954.0
953.7
953.4
953.2
953.4
953.5
953.1
953.2
952.9
952.3
951.9
952.0
951.8
951.3
950.7
950.3
949.9
949.6
949.5
949.4
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948.6
948.7
948.9
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949.8
949.6
949.7
950.0
950.3
950.5
951.6
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945.9
952.4
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950.7
EMH
952.3
EMH
950.4
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951.3
FOL
954.0
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954.5
953.5
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953.5
953.5
953.1
951.4
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951.7G
953.5
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953.9
GP
954.2
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951.9
952.0
952.0
952.2
955.3
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954.4
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953.3
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954.3
HHF
952.5
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952.9
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954.2
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954.6
MH
954.2
952.3
PP
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954.6
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950.4
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953.5
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951.6
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950.7
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952.9
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953.1
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953.3
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953.4
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954.2
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954.1
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953.8
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953.1
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952.6
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952.0
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951.4
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950.5
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954.7
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954.9
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954.6
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954.6
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954.5
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954.3
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954.2
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954.1
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953.9
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953.3
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953.8
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954.5
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954.6
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954.1
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954.2
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954.3
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954.3
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953.9
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953.5
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953.2
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952.4
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951.2
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951.1
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951.0
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953.3
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953.1
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954.3
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951.5
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951.6
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952.4
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952.3
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952.3
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954.3
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953.4
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953.8
950.0
950.5
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950.0
950.0
950.1
950.6
951.3
951.3
951.4
951.5
949.1
949.3
949.3
948.9
949.0
948.9
949.0
949.5
950.9
949.9
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950.0
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UWP
953.5
953.5
949.8
WV
953.2
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952.3
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953.6
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953.2
954.3
953.3
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950.3
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951.7
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951.6
948.9(W)
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SUMP=947.7
TOP=
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951.7
949.2(W,NE)
SUMP=947.8
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953
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957
958
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959
961
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S
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D
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62.0
53.0
48.0
43.9
48.0
48.0
48.0
48.0
43.743.7
43.9 BW
48.0
48.0
48.0
47.7
47.7
47.9
47.9
47.5
47.5
47.6
47.5
47.7
47.5
59.7
54.3
61.5
60.5
61.5
61.0
57.6
48.9
48.0
49.3
47.5
47.5
47.5
47.5
47.5
47.5
47.5
48.0
62.062.0
47.5
47.5
47.5
44.7 45.1
43.4
44.3 BW
44.8 TW
48.0 TW
43.7 BW
44.2 TW
47.1 TW
55.154.8
55.4
55.1
56.4
56.2
56.1
55.7
40.0
45.7
45.3
45.1
45.2
44.2
43.5
44.9
44.9 45.8
45.7
47.6
47.745.3
44.3
45.3
46.0
45.9
45.6
45.4
45.4
47.9
47.7
47.847.9
45.4
45.1
45.1
56.1
56.0
56.2
45.1
45.6
45.9
46.5
46.6
47.4
46.9
46.9
46.9
47.3
47.5
47.6
47.4
49.2
49.1 47.8
47.9
47.8
54.3
53.9
54.5
57.0
57.6
58.1
56.8
56.3
46.5
46.4
45.6
54.5
54.053.5
54.2
54.2
53.3
52.8
52.7
54.8
54.7
55.1
56.8
56.7
57.2
55.9
57.2
57.7
57.9
58.4
58.5
58.0
58.7
59.2
58.4
58.0
58.1
57.7
54.053.4
53.6
53.4
52.4
54.8
54.6
53.9
53.9
53.0
52.9
54.3
54.5
56.6
55.8
55.8
56.6
56.9
57.4
57.8
55.9
59.5
58.8
59.9
62.0
58.3
58.8
59.5
59.9
59.1
52.850.8
50.9
53.3
53.4
52.1
52.2
50.1
50.2
50.1
50.0
47.5
47.5
51.5
51.6
54.9
53.7
57.3
56.1
54.6
53.5
57.4
57.3
59.1
58.6
58.6
55.6
53.2
45.1
45.2
54.1
52.953.1
53.3
45.4
44.8
45.2
45.3
47.8
48.0
45.0
44.8
46.2
46.1
46.2
46.0
52.3
52.3
52.151.7
51.7
51.7
51.5
51.5
51.7
51.7
51.5
51.1
51.5
-1
.
5
%
ST-15
ST-12
ST-18
ST-4
ST-5
ST-7
ST-8
ST-6
ST-1
ST-101
ST-102
ST-104
ST-3
ST-2
ST-16
ST-17
50.8
53.0
46.0
47.5
94
5
95
0
94
1
94
2
94
394
4
94
694
794
894
9
95
1
945
950
95
5
946947
948
949
951
952
95
3
95
4
95
6
95
7
FFE VARIES
Upper FFE:
962.0 = ARCH 114'-0"
57.2
55.0
51.4
9
C5.01
10
C5.01
10
C5.01
11
C5.01
47.5
46.4
46.3
43.6
43.6 BW
43.6
12
C5.01
11
C5.01
11
C5.01
11
C5.01
11
C5.01
48.0
47.5
47.5
47.5
46.8
45.5
C3.04
GRADING AND
DRAINAGE PLAN WEST
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
955
54.6
955
954.6
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
PROPOSED FOAM INSULATION AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING / TEST PIT LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
ST-1
11
C5.01
12
C5.01
Page 138 of 308
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PARK
I
N
G
NO
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ST-116
ST-112
ST-111
ST-18
ST-9
ST-5
ST-103
ST-106
ST-105
LOWER FFE:
948.0 = ARCH 100'-0"
LOWER FFE:
948.0 = ARCH 100'-0"
LOWER FFE:
948.0 = ARCH 100'-0"
47.9
47.9
47.2
47.0
50.9
50.0
49.0
36.0
37.8
39.8
20.0
20.0
9
C5.01
9
C5.01
9
C5.01
11
C5.01
47.7
46.6
-1.5%
-1.5%
-1.5%
43.4
47.6
47.548.0
47.5
47.5
47.5
47.5
47.8
46.8 45.8
47.4
44.7
43.5
44.5
44.5
46.5
46.7
44.5
42.3
43.6
43.6
44.6
45.5
41.6
41.6
47.4
47.8
49.2
49.2
47.4
47.8
47.4
47.8
47.8
-1.5%
-1.5%
-1
.
5
%
-1
.
5
%
-
1
.
5
%
-1
.
5
%
47.4
47.8
47.8
47.4 47.847.4
47.8
C3.05
GRADING AND
DRAINAGE PLAN EAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
54.6
955
954.6
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 LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
ST-1
11
C5.01
Page 139 of 308
NO
PARKIN
G
NO
PARKIN
G
NO
PARK
I
N
G
NO
PARKING
NO
PARKING
954.
3
12"X
2
4
"
R
C
P
953.13501 CHECK
951.2 950.6 950.1
949.1950.1
950.6
947.5
947.8
949.4
950.2
950.6
952.6
953.0
953.1
953.1
953.3 949.9
949.7
950.2
950.6
950.3
953.1 949.9
953.7 951.1
953.9
954.0 952.0
954.1 953.1
952.4953.5
953.4
953.5 952.9 952.6
953.3
953.2
953.3
949.1
948.4
948.1
948.0
948.5
948.6
945.2945.4
945.2
948.4 959.4 970.2 979.0979.7 979.3
979.8
980.0980.0
979.4
979.9
980.0
979.7
979.2
978.9
979.7979.9
978.7
979.4
980.0 979.7
978.6
979.1979.6979.9978.9
978.8
979.8 979.6
978.0
978.8979.5979.9978.8
979.2
979.9980.1978.7
979.6
980.5 980.1
978.5
979.4980.1980.4
978.7
978.7
980.0
980.1 978.5
979.2
980.1979.9
978.4
978.2980.0 980.0
978.7
979.3
980.1
980.2
978.6
978.5
980.0 979.9 978.1
978.8979.5979.8977.9
978.3979.7 979.5
978.1
978.5
979.7979.8978.1
978.1
979.5 979.5
977.8
979.1
979.8979.7
977.5
978.1
980.1 979.9 978.2
978.6
979.9
980.3
978.2
977.9979.9 979.6 977.1
977.2980.1980.3977.7
977.3 980.1
979.9 978.4
978.7980.9
981.0977.6
977.7
981.3
981.5
978.9
979.1
981.4
981.6978.4
979.6
982.2
981.4
978.4
978.2
981.6
982.1
978.5
979.4
982.5
982.2
980.1
979.9
982.7
983.6
979.9
980.4
983.7
983.2
980.4
980.2
983.0
983.3
979.8
979.9
983.4
983.3
980.3
980.7
983.5
983.7
980.4
980.5
983.6
983.6
980.7
980.2
983.7
983.8
980.4
981.1983.4
983.3
979.8
979.8
983.3
983.3
980.1
982.6
979.9
982.9
983.0
979.8
979.9
983.0
982.5
979.5
980.5
982.9
982.8
980.5
979.4
983.0
983.2
980.4
980.6
983.3
983.3
980.0
980.1
983.4
983.5
980.1
980.9
983.3
983.5
980.2
980.9
983.7
983.5
980.5
981.1
983.7
984.0
981.9
981.1
983.6
983.7
981.3
981.7
984.1
983.8
980.3
981.2
984.1
984.1
981.6
981.7
984.3
984.2
980.9
981.6
984.5
984.4
981.7
981.3
984.5
984.5
981.8
982.2
984.6
984.9
982.6
982.1
984.2
984.9
981.9
982.1
985.0
984.4
981.6
981.5984.0
985.2
981.7
982.6
985.5
984.9
982.3
982.8985.4
985.7
982.3
983.6
986.0
985.6
983.3
983.0985.6
986.3
983.7
983.2
985.7
986.2
982.3
982.6985.7
986.2 983.5
983.0
986.2
986.1
983.1
983.2
985.9
986.2
983.3
984.4
986.7
986.5
984.1
984.2987.0
987.0
983.5
984.7
987.4
987.2
984.2
984.8987.5
987.8
985.0
984.8
987.5
987.6
984.4
984.1
987.4
987.4
984.5
984.8
987.3
987.6
984.9
984.8
987.7
987.7
984.3
984.6
987.7
988.0
985.0
985.7987.8
988.0
985.2
984.9
988.2
987.9
984.9
985.5988.2
988.1
984.7
985.0
988.1
988.4
985.5
985.1 988.3
988.1
984.9
985.3
988.2
988.7
985.3
986.0 989.0
988.6
985.9
986.6989.1
989.2
986.3
986.3 989.5
989.0
985.8
986.7
989.3
989.4
986.4
950.0
949.6
949.3
949.2
948.6
948.7
948.8
949.1
949.5
950.6
951.1
951.8
952.4
951.6
950.6
950.1
949.8
949.6
949.7
949.9
950.1
950.6
951.3
951.4
951.4
951.4
952.5
951.7
951.0
950.8
950.3
950.3
950.1
949.6
949.2
949.4
949.7
949.6
949.7
949.0
948.9
948.9
946.5 945.7
944.1
940.4
936.6
934.6 933.6
932.6
931.4
930.3 929.6
928.3
927.3
926.3
925.3
924.2
923.4
922.5
921.9
921.8
921.2 921.0 920.3 919.3
918.4 918.3
918.9 918.9
919.0 919.3 919.4 919.4 919.4
928.9
941.5 942.9
944.9
945.5943.5942.5
944.5
943.3
942.8
941.0
933.3
929.0
924.8
922.7
925.3
932.6
930.8
930.3
930.4 930.7
931.2 930.1
920.6920.2920.2920.0920.2920.2920.6921.7922.9924.0925.1926.2927.2928.4929.5930.7931.8932.9933.9935.2936.1937.3938.6940.2942.0
942.1 938.2 936.8 935.8 934.7 933.6 932.3 931.2 930.0 928.9 927.9 926.6 925.6 924.3 923.3 921.7 921.3 920.8 920.3 919.8 919.6 920.0 919.8 920.2
922.1
923.8
925.6926.7927.7928.8930.2931.2932.3933.4934.6935.7937.2940.0
939.3 936.5 934.9 933.7 932.5 931.4 930.2 928.8 927.5 925.9
930.1
931.2932.2933.4934.7937.0
936.4
946.7 945.3 944.2 943.0 941.7 940.7 939.4 938.5 937.4 936.1 935.1 933.9 932.8 931.7 930.4 929.1 928.1 925.2 924.3
923.3 922.7 922.9 922.6
922.6 922.4 922.3 922.5 922.7 922.8 923.0 923.1 923.3 923.1 923.1
942.5 940.2 939.1 937.7 936.8 935.5 934.4 933.4 932.3 931.1 929.9 928.9 927.8 926.5 925.5 924.4 923.3 922.2 920.8 920.0 920.2 920.3 920.3
922.1 922.3 922.5 922.6 923.0 922.8 922.9 922.9 923.1
923.2
923.0
923.9924.0924.2924.2924.2924.1923.9924.0924.0923.9924.0924.2924.1925.9927.5929.3930.6932.2933.9935.2936.5937.6939.3940.8942.5944.0945.5947.0948.4
945.2 944.5 943.2 941.7 940.2 938.7 937.2 936.1
950.8
950.2
949.5
948.9
948.4
947.8
947.5947.4
947.1
947.4948.0
946.8
946.6
946.1
945.7
945.4
945.3
945.3
945.4
945.6
945.9
946.5
947.3
948.1
948.9
949.6
950.2950.1
949.6
949.1
951.3
952.1
952.7
953.2
953.7
954.0
954.2
954.2
954.1
953.9
953.9
953.7
953.8
953.6953.5
953.3 953.4
953.2 953.3
953.0953.0
952.7 952.7
952.5
952.4
952.3
952.2
952.0
952.0
951.9
957.3
955.2
957.3
957.2
955.1
954.
9
957.1
957.0
955.0
955.0
957.0
957.0
955.0954
.
9
955.0
956.9
956.8
955.0
954.6
956.7
956.9956.7
954.4
953.
9
956.6
957.0
956.9
956.4
953.7
953.8
956.3
956.8
956.7
956.1
953.6
953.
4
956.0
956.6
956.4
955.7
953.2
953.1
953.0
954.3
954.2
953.0
955.4
956.0
955.9
955.3
954.5
953.0
953.8
954.8
955.3
955.9
955.7
955.1
955
.
1
954.8
954.9
955.5
955.4
954.8
954.4
954.6
955.1
954.7
954.3
954.0
954.5
954.0
953.7
953.3
953.1
953.6
953.8
953.5
953.3
952.8
952.9
952.8
952.2
952.3
952.2
952.0
952.3
952.4
950.2
950.7
949.8
950.5
950.3
951.4
951.7
952.0 952.4
952.1
952.2
953.2
953.7
952.9
952.6
953.7
953.8
952.1
952.1
954.3
954.8
954.8
952.5
954.2
952.5
952.4
952.5
952.8
953.1
953.4
953.6
953.7
953.
6
953
.
6
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9
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.
3
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.
8
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8
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.
3
953.9
954.
3
954.
0
954.
4
954.
7
954.
5
954.
6
954
.
6
958.5
959.0
959.0
958.7
958.5
958.6
958.6
958.5
958.3
957.6
957.0
957.0
957.9
958.4
954.8
956.2
957.6
956.9
957.9
958.5
958.7
958.5
957.6
956.6
955.2
954.2
953.0
954.4
955.4
956.3
957.2
957.9
958.4
958.8
958.6
958.4
958.0
957.2
956.5
955.3
954.7
954.1
953.2
952.4
954.3
954.6
954.3
953.5
952.8
952.9
953.5
954.2
955.0
956.1
957.2
958.1
958.6
958.8
958.1
957.5
956.6
955.7
954.6
954.1
953.7
953.6
953.8
954.5
955.2
955.1
954.9
954.6
954.0
952.5
952.8
953.1
953.7
954.1
954.8
955.3
955.5
955.3
954.7
954.2
954.2
954.2
954.8
955.8
956.7
957.6
958.2
958.5
958.8
958.3
958.2
957.9
957.4
957.0
955.8
955.0
954.7
954.9
955.1
955.3
955.2
954.7
954.1
953.5
953.4
953.0
952.6
952.4
953.8
953.7
953.2
953.0
953.2
953.1
953.3
953.6
954.1
954.8
955.1
955.3
955.3
955.2
956.1
956.7
956.8
957.3
957.5
956.3
956.1
956.1
955.7
955.2
955.0
955.2
955.0
954.3
953.3
953.6
953.7
954.1
954.4
954.7
954.4
954.0
953.7
952.0
953.3
953.9
954.0
954.3
954.5
954.7
955.0
955.1
955.2955.2
955.3
955.2
955.2
955.1
955.3
955.4
955.5
954.9
955.1
954.6
954.6
954.9
955.5
955.0
954.9
954.5
954.0
953.3
952.3
951.2
950.4
950.0
950.4
951.1
951.7
952.8
953.8
954.3
954.5
954.6
954.4
954.4
954.9
954.1
954.1
953.6
954.6
953.5
953.1
952.5
952.2
951.5
950.6
948.6
948.9
949.5
950.0
950.8
951.4
951.8
952.4
952.8
953.1
953.6
953.9
952.9
952.6
952.4
951.9
950.7
949.8
949.0
948.6
948.6
948.6
949.3
948.9
948.8
948.5
948.5
949.1
949.7
951.1
951.7
952.4
952.8
951.3
950.9
952.3
951.9
950.9
950.7
950.4
950.3
950.3
949.5
949.1
949.3
949.0
950.4
951.1
961.3
962.0
962.7
963.0
962.5
963.6
964.2
965.1
964.3
964.8
964.4
964.0
962.8
963.9
965.0
965.6
966.4
966.4
965.8
965.7
965.2
965.6
966.4
967.9
967.2
966.3
964.7
964.3
964.4
965.1
965.3
965.3
965.2
964.6
965.0
965.5
966.3
966.9
967.9
968.2
952.2
951.4
950.7
950.0
949.3
968.7
970.3
970.8
969.6
970.2
969.1
969.5
970.2
970.7
971.9
972.1
972.2
972.2
972.2
972.0
971.4
972.0
972.5
973.0
973.0
973.0
953.7
952.6
952.0
951.7
951.5
952.0
953.3
954.1
952.7
952.2
951.5
951.4
952.0
971.9
972.8
973.2
973.8
973.4
973.3
972.1
972.4
972.8
971.9
971.7
970.1
970.1
969.7
969.7
969.0
969.1
968.7
968.8
969.1
968.3
968.3
967.9
967.5
967.2
967.5
968.2
968.2
967.1
967.0
966.1
965.7
964.4
964.1
963.7
962.5
961.9
962.5
962.9
964.9
965.0
965.6
966.5
966.6
967.0
966.0
966.1
965.9
964.0
963.0
964.1
965.3
962.9
963.2
962.6
961.6
960.6
960.4
960.4
959.8
958.7
958.6
954.5
954.5
954.3
953.9
953.4
953.6
953.2
953.5
953.8
954.7
955.0
955.2
955.7
955.9
956.1
956.2
956.4
955.8
955.5
955.7
955.1
955.0
954.9
954.5
954.6
953.8
953.3
953.7
954.0
954.0
954.5
954.4
954.3
953.9
953.5
953.0
951.0
952.1
953.2
953.4
953.8
954.2
954.7
954.7
955.1
954.8
954.1
954.3
954.7
955.7
955.6
955.1
955.1
955.2
955.0
954.9
954.8
954.8
954.8
954.3
954.2
954.6
954.7
954.7
954.5
954.7
953.9
953.2
952.7
951.7
950.9
950.3
949.6
949.3
949.7
949.9
949.9
948.4
948.5
948.6
948.8
949.7
950.1
951.1
951.5
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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 LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
ST-1
11
C5.01
Page 140 of 308
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SANITARY EASEMENT PERDOC. NO. 409760 25
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SANITARY EASEMENT PERDOC. NO. 409760
25
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BURIED MH
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984.0
981.9
981.1
983.6
983.7
981.3
981.7
984.1
983.8
980.3
981.2
984.1
984.1
981.6
981.7
984.3
984.2
980.9
981.6
984.5
984.4
981.7
981.3
984.5
984.5
981.8
982.2
984.6
984.9
982.6
982.1
984.2
984.9
981.9
982.1
985.0
984.4
981.6
981.5
984.0
985.2
981.7
985.5
984.9
982.3
982.8
985.4
954.0
952.5
952.8
953.1
953.7953.4
953.0
952.6
952.4
953.8
953.7
953.2
953.0
953.2
953.1
953.3
953.6
953.7
954.1
954.4
954.7
954.4
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953.3
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952.3
951.2
950.4
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951.1
951.7
952.8
953.8
954.3
954.5
954.6
954.4
954.4
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966.9
967.9
968.2
952.2
951.4
950.7
950.0
949.3
968.7
970.3
970.8
969.6
970.2
969.1
969.5
970.2
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968.2
967.1
967.0
966.1
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964.4
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954.5
954.3
953.9
953.4
953.6
953.2
953.7
954.0
954.0
954.5
954.4
954.3
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953.5
953.0
951.0
952.1
953.2
953.4
953.8
954.2
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954.7
955.1
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954.1
955.7
955.6
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2
954.6
954.7
954.7
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951.7
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950.3
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949.3
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949.6
949.7
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950.3
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WETLAND STAKES AS LOCATED BY SUNDE LAND
SURVEYING LLC ON MAY 10, 2024
TOP=
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25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
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50.5
49.5
48.6
48.2
51.1
51.7
51.7
51.5 51.7
51.7
51.5
51.5
51.7
51.7
51.5
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C3.07
GRADING AND
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NORTH
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
TP X
955
54.6
955
954.6
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 RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
ST#
11
C5.01
Page 141 of 308
12"X
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25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
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35
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BURIED MH
BURIED MH
BURIED MH
BURIED MH
NORTHEAST
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
PRACTICE FIELD #2
PRACTICE FIELD #3
SOFTBALL #1
BASEBALL
SOFTBALL #2
982.3
982.8
985.4
985.7
982.3
983.6
986.0
985.6
983.3
983.0
985.6
986.3
983.7
983.2
985.7
986.2
982.3
982.6
985.7
986.2
983.5
983.0
986.2
986.1
983.1
983.2
985.9
986.2
983.3
984.4
986.7
986.5
984.1
984.2
987.0
987.0
983.5
984.7
987.4
987.2
984.2
984.8
987.5
987.8
985.0
984.8
987.5
987.6
984.4
984.1
987.4
987.4
984.5
984.8
987.3
987.6
984.9
984.8
987.7
987.7
984.3
984.6
987.7
988.0
985.0
985.7
987.8
988.0
985.2
984.9
988.2
987.9
984.9
985.5
988.2
988.1
984.7
985.0
988.1
988.4
985.5
985.1
988.3
988.1
984.9
985.3
988.2
988.7
985.3
986.0
989.0
988.6
985.9
986.6
989.1
989.2
986.3
986.3
989.5
989.0
985.8
986.7
989.3
989.4
986.4
957.1
957.0
955.0
957.0
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95
3
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4
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3
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4
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4
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4
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7
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958.5
958.3
957.6
957.0
957.0
957.9
958.4
954.8
956.2
957.6
956.9
957.9
958.5
958.5
957.6
956.6
955.2
954.2
953.0
954.4
955.4
956.3
957.2
957.9
958.4
958.0
957.2
956.5
955.3
954.7
954.1
953.2
952.4
954.3
954.6
954.3
953.5
952.8
952.9
953.5
954.2
955.0
956.1
957.2
958.1
958.1
957.5
956.6
955.7
954.6
954.1
953.7
953.6
953.8
954.5
955.2
955.1
954.9
954.6
954.0
952.5
952.8
953.1
953.7
954.1
954.8
955.3
955.5
955.3
954.7
954.2
954.2
954.2
954.8
955.8
956.7
957.6957.4
957.0
955.8
955.0
954.7
954.9
955.1
955.3
955.2
954.7
954.1
953.5
953.4
953.0
952.6
952.4
953.8
953.7
953.2
953.0
953.2
953.1
953.3
953.6
954.1
954.8
955.1
955.3
955.3
955.2
956.1
956.7
956.8
957.3
956.3
956.1
956.1
955.7
955.2
955.0
955.2
955.0
954.3
953.3
953.6
953.7
954.1
954.4
954.7
954.4
954.0
954.3
954.5
954.7
955.0
955.1
955.2955.2
955.3
955.2
955.2
955.1
955.3
955.4
955.5
969.5
970.2
970.7
971.9
972.1
972.2
972.2
972.2
972.0
971.4
972.0
972.5
973.0
973.0
973.0
953.7
952.6
952.0
951.7
951.5
952.0
953.3
954.1
952.7
952.2
951.5
951.4
952.0
971.9
972.8
973.2
973.8
973.4
973.3
972.1
972.4
972.8
971.9
971.7
970.1
970.1
969.7
969.7
969.0
969.1
968.7
968.8
969.1
968.3
968.3
967.9
954.5
954.5
954.3
953.9
953.4
953.6
953.2
953.5
953.8
954.7
955.0
955.2
955.7
955.9
956.1
956.2
956.4
955.8
955.5
955.7
955.1
955.0
954.9
954.5
954.6
953.8
953.3
953.7
954.0
954.0
954.5
954.4
954.3
947.3
947.1
948.2 948.4
948.4 948.1 948.3
948.7949.0949.0948.9
949.6 949.7 949.9
947.6
947.7947.7
947.6947.4
947.5947.5947.5947.4947.4
947.6
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948.4
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949.4
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949.1
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947.8 947.7 947.7 947.6 947.6 947.9 947.6 948.1 948.2 947.9
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953.1
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952.9
953.2
953.7
954.6
954.3
953.4
953.0
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953.6
949.3
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953.9
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952.9
#W2-7 WET
953.5
#W2-8 WET
952.4
2-2 WET
952.1
2-1 WET
952.0
2-14 WET
951.4
2-13 WET
951.8
2-12 WET
951.7
2-11 WET
951.8
2-10 WET
952.3
2-9 WET
WE
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CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
CULTIVATED FIELD
2639.45
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
35
SA
N
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T
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9
5
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6
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D
52.6
52.5
47.1
47.3
46.1
47.7
47.9
48.1
48.7
48.6
45.9
45.3
45.8
46.3
46.7
46.7
46.6
46.8
46.2
50.5
51.0
55.8
55.7
52.6
52.6
51.3
51.4
51.5 52.1
52.1
49.2
50.0
50.2
52.2
52.5
47.4
47.4
47.3
47.2
51.4
50.2
51.9
49.9 ME
88.7 ME
53.1 ME
52.4
52.4
52.4
52.4
52.1
52.1
52.0
52.1
52.0
52.0
51.9
51.9
52.1
51.8
50.2
50.2
50.0
50.2
50.6
51.8
47.9
48.0
46.4
46.6
47.1
46.9
47.4
47.4
47.1
47.3
47.7 47.8
48.0
47.9
47.9
48.0
47.9
48.0
47.8
47.9
51.9
48.6
46.3
46.5
48.4
52.1
52.1
52.1
52.1
51.8
52.5
52.5 52.5
52.2
50.6
50.1
50.2
50.2
46.3
51.5
50.1
51.9
51.4
51.9
46.8
48.0
48.1
47.4
46.8
46.5
54.5 ME
55.5 ME
52.0
52.0
51.8
51.7
51.0
50.1
46.2
46.746.9
46.8
47.2
47.3
47.747.6
47.6
47.9
47.9
47.8
47.9
48.0
47.9
48.0
47.9
47.8
47.8
47.9
47.9
48.0
48.648.6
49.249.2
50.150.1
51.151.1
51.2
49.3
51.6
51.6
51.7
51.8
51.8
51.6
51.1
51.3
54.5
54.4
51.8
51.8
51.5
50.5
50.4
50.3
50.5
49.7
49.4 ME
49.0 ME
56.8 ME
54.6 ME
48.648.6
49.549.5
50.550.5
51.751.7
49.6
49.7
50.7
50.4
48.7
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46.4
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48.7
48.2
47.5
46.9
48.9
49.7
50.2
49.3
51.2
51.2
51.2
49.3
49.3
49.3
49.348.1
48.1
48.1
49.2
50.2
51.2
51.2
47.4 47.547.5
47.9
51.7
51.7
50.4
50.3
49.8
49.7
49.0
49.3
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48.4
48.7
48.7
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C3.08
GRADING AND
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NORTHEAST
FEETSCALE
0
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30 60
R
1"=400'
KEYMAP
TP X
955
54.6
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954.6
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 RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED POST INDICATOR VALVE (PIV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 30'
ST#
11
C5.01
Page 142 of 308
NO
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NO
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PROPOSED BUILDING
BUS LOT
MAIN LOT
NO
PAR
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NO
PARKIN
G
NO
PARKIN
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PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
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C4.01
UTILITY PLAN OVERALL
FEETSCALE
0
HORZ.
100 200
R
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, 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
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
H
G
F
E
D
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B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1" = 100'
23
C5.01
25
C5.01
24
C5.01
19
C5.01
5
C5.02
5
C5.02
8
C5.02
2
C5.02
Page 143 of 308
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24" RCP ST S
21
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18
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138' - 30" RCP @ 1.00%
116' - 36" RCP @ 1.00
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36' - 12" RCP @
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P
@
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@
171' - 24" RCP @ 1.50%
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0
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4
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5
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P
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0.44%
30' - 12" RCP
@ 0.44%
30'
-
1
2
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R
C
P
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4
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88
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R
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1
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8
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24
8
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>
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6
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8
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1
2
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48.0
45.4
45.442.9
42.9
42.6
42.6
48.0
48.0
47.5
47.7
48.048.048.0
48.0
47.5
45.2
45.2
44.5
44.9
45.0
45.0
42.8
44.5
42.1
44.6
45.3
42.7
42.9
40.0
45.6
45.2
45.3
44.9
45.8
45.7
45.5
45.4
45.8
45.7
45.3
45.5
45.3
45.4
45.1
43.543.0
46.0
46.1
46.1
47.7 48.347.9
45.3
44.6
42.1
42.1
43.5
45.3
45.8
45.9
45.1
42.6
46.4
45.2
45.1
45.2
48.1
45.144.8
45.1
44.8
46.9
45.3
45.3
43.8
43.5
41.1 40.5
935
940
945
933
934
936
937
938
939
941
942
943
944
94
6
947
41.4
41.9
45.9
44.244.3
ST-107
ST-110
ST-13
ST-109
ST-14
ST-108
ST-106
47.5
47.4
47.3
47.4
41.3
39.6
40.9
38.6
38.8
39.2 37.2
29.9 29.8
38.7
42.0
42.4
45.4
43.1
33.9
33.9
36.8
39.4
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47.5
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47.7
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88' -
1
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P
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C
@
2
.
0
9
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88' -
1
0
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P
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C
@
2
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9
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1
0
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P
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@
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BS 1
MECH: 92'-2" = 940.17'
4600 DFUs
5.00'
T
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MH 4
RIM: 945.4
INV: 938.33 10" NE
INV: 935.03 6" NW
INV: 935.03 12" S
48" DIA, R-1642
MH 5
RIM: 945.3
INV: 939.36 6" NE
INV: 935.75 6" NW
INV: 935.75 6" SE
48" DIA, R-1642
MH 3
RIM: 944.7
INV: 934.47 12" N
INV: 934.47 12" S
48" DIA, R-1642
MH 1
RIM: 934.6
INV: 931.07 12" N
INV: 931.07 3" W
48" DIA, Standard
MH 2
RIM: 940.4
INV: 932.31 12" N
INV: 932.31 12" S
48" DIA, R-1642
CB 124
RIM: 948.0
INV: 943.00 12" E
48" DIA, R-3067-V
CB 123
RIM: 947.7
INV: 938.02 21" N
INV: 942.82 12" W
INV: 938.02 21" S
48" DIA, R-3067-V
MH 3
RIM: 946.1
INV: 936.91 21" N
INV: 936.91 21" SE
48" DIA, R-1642
INV: 936.87 12" NE
INV: 941.00 (2SD)
INV: 934.60 18" SE
48" DIA, R-3067-V
CB 134
RIM: 944.5
INV: 933.53 18" NW
INV: 933.53 18" S
48" DIA, R-2501-C
CB 110
RIM: 943.8
INV: 932.60 18" N
INV: 938.37 12" E
INV: 932.60 18" S
48" DIA, R-3067-V
CB 111
RIM: 943.7
INV: 938.50 12" W
48" DIA, R-3067-V
MH 2
RIM: 943.1
INV: 936.25 (DT)
INV: 936.14 12" N
INV: 936.14 15" SE
48" DIA, R-1642
CB 118
RIM: 942.6
INV: 933.79 15" N
INV: 934.42 21" NW
INV: 930.00 24" E
48" DIA, R-3067-V
CB 121
RIM: 942.1
INV: 937.20 12" N
INV: 937.20 12" S
48" DIA, R-2501-C
CB 122
RIM: 942.1
INV: 937.82 12" S
48" DIA, R-2501-C
CB 120
RIM: 942.0
INV: 934.92 15" NW
INV: 934.92 15" S
48" DIA, R-2501-C
CB 119
RIM: 941.9
INV: 934.30 15" N
INV: 934.30 15" S
48" DIA, R-3067-V
CB 109
RIM: 940.9
INV: 936.00 12" W
48" DIA, R-3067-V
CB 108
RIM: 940.8
INV: 931.34 18" N
INV: 935.86 12" E
INV: 931.34 18" SW
48" DIA, R-3067-V
CB 107
RIM: 939.6
INV: 935.60 (2SD)
INV: 930.75 18" NE
INV: 930.50 21" S
48" DIA, R-3067-V
CB 106
RIM: 939.4
INV: 930.07 21" N
INV: 927.43 24" W
INV: 935.40 (2SD)
INV: 923.71 30" E
48" DIA, R-3067-V
CB 104
RIM: 938.8
INV: 933.72 12" N
INV: 933.72 12" S
48" DIA, R-3067-V
CB 103
RIM: 938.7
INV: 922.33 30" W
INV: 933.54 12" N
INV: 922.33 30" E
60" DIA, R-3067-V
CB 105
RIM: 938.5
INV: 934.00 12" S
48" DIA, R-2501-C
CB 102
RIM: 938.2
INV: 933.00 12" S
48" DIA, R-3067-V
MH 1
RIM: 937.2
INV: 921.66 30" W
INV: 923.72 15" S
INV: 932.68 12" N
INV: 921.16 36" E
72" DIA, R-1642
CB 101
RIM: 929.8
INV: 925.80 (SD)
INV: 925.00 12" W
48" DIA, R-3067-V
CB 100
RIM: 929.5
INV: 925.50 (SD)
INV: 924.82 12" E
INV: 924.57 15" N
48" DIA, R-3067-V
SLEEVE WATERMAIN AT CROSSING. USE ONE 20' LENGTH OF
ASTM F794, SCHEDULE 40 PVC PIPE FOR SLEEVING. IF JOINTING
IS REQUIRED, USE ASTM F794 SOLVENT WELDED JOINTS.
1
1
1
2
3
LAST RUN OF PIPE SHALL BE 6" SOLID PVC
8" WM
8" WM
8" WM
HYDRANT 6 & 6" GV
HYDRANT 7 & 6" GV
13
C5.03
INV: 939.80
5.5' DOWN FROM FG, TYPICAL AT
HIGH POINT OF DT IN CENTERLINE
OF COURTS
INV: 939.13INV: 936.55
INV: 936.39
INV: 939.32
INV: 937.35 17
C5.01
17
C5.01
17
C5.01
11
C5.01
11
C5.01
11
C5.01
CONNECT TO BOULDER TRAIL PROJECT
WATERMAIN, BY OTHERS
CONNECT TO LIFT STATION, BY OTHERS.
C4.02
UTILITY PLAN
SOUTHWEST
KEYMAP
1"=400'
FEETSCALE
0
HORZ.
30 60
R
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 144 of 308
BUS LOT
POND A
INFILTRATION AREA
MATCHLINE
16
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116' - 36" RCP @ 1.00
%
36' - 12" RCP @
0.50%
1
7
0
'
-
1
5
"
R
C
P
@
0
.
5
0
%
203'
-
3
0
"
R
C
P
@
1
.
2
0
%
2
3
2
'
-
3
6
"
R
C
P
@
0
.
8
0
%
117'
-
4
8
"
R
C
P
@
0
.
7
0
%
35' - 12" RC
P
@
0.49%
65
'
-
1
2
"
R
C
P
@
0
.
5
0
%
161' - 2
4
"
R
C
P
@
1
.
0
0
%
93' - 18" PVC @ 1.34%
1
4
4
'
-
3
6
"
R
C
P
@
0
.
8
0
%
8
0
'
-
4
8
"
R
C
P
@
0
.
7
0
%
92' -
1
2
"
R
C
P
@
0
.
5
0
%
1
6
7
'
-
1
2
"
R
C
P
@
1
.
0
0
%
2
2
6
'
-
2
4
"
R
C
P
@
1
.
0
0
%
915
920
925
930
935
9409
4
0
940
940
940
945
914
916
917
918
919
921
922
923
924
926
927
928
929
931
932
933
934
936
937
938
939
941
941
941
942
942
942
943
943
943
944
946
915
920
925
914
916
917
918
919
921
922
923
924
926
927
928
92
0
920
925
930
935
940
945
921
92
1
92
2
922923
92
3
92
4
92
4
924
926927928929
931932933934
936937938939
941942943944
47.7
47.5
47.5
47.5
48.0
48.048.048.0
47.5
48.0
47.5
47.8
48.0
47.5
45.7
38.4
43.1
43.2
42.6
42.6
42.4
42.1
45.1
44.8
45.3
45.7
45.3
43.8
43.5
43.8
44.2
44.1
43.1
43.8
45.245.3
44.4
44.1
933
41.2
23.8
19.0
21.0
20.0
41.6 41.5
41.4
41.9
40.8
39.6
38.7
38.8
36.1
36.337.238.4
37.9
36.6
36.5
37.7
37.5
39.0
38.8
38.6
39.8
41.0
41.4
41.5
41.7
41.2
41.6
41.6
40.5
40.9
40.7
38.5 38.9
38.8
37.5
38.0
37.9
38.4
38.3
36.9
37.4
37.2
36.8
36.6
45.8
45.245.9
47.5
22.0 EOF22.0 EOF
23.8
24.0
23.8
24.0
23.8
21.0
ST-107
ST-113
ST-114
ST-115
ST-116
ST-106
ST-105
37.2
29.9 29.8
38.7
33.9
33.9
36.8
44.5
41.4
43.5
42.5
36.0
37.8
39.8
20.0
20.0
20.0
20.0
20.0
20.0
21.0 19.0
21.0
19.0
21.0
19.0
21.0
19.0
19.1
20.9
24.2
19.0
21.0
14.0
14.0
14.0
14.0
14.0
14.0
47.5
47.5
47.7
46.9
46.6
43.4
47.6
47.548.0
47.5
47.5
47.5
47.5
47.8
46.8 45.8
47.4
44.7 44.5
44.5
46.5
46.7
44.5
5.00' TYP
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CB 211
RIM: 943.8
INV: 939.00 18" W
INV: 926.40 36" N
INV: 926.40 36" S
72" DIA, R-2501-C
CB 202
RIM: 941.4
INV: 937.40 (SD)
INV: 936.00 (DT)
INV: 936.00 12" E
48" DIA, R-3508-B
CB 201
RIM: 941.3
INV: 935.83 12" W
INV: 937.30 (2SD)
INV: 935.83 12" NE
48" DIA, R-3508-B
CB 200
RIM: 940.8
INV: 923.43 48" NE
INV: 935.36 12" SW
INV: 936.80 (2SD)
INV: 920.56 48" SE
108" DIA, R-3508-B
CB 205
RIM: 939.8
INV: 935.00 12" SE
48" DIA, R-2501-C
CB 203
RIM: 939.6
INV: 926.00 30" NE
INV: 925.25 36" N
INV: 935.60 (2SD)
INV: 924.25 48" SW
90" DIA, R-3508-B
CB 204
RIM: 938.4
INV: 933.33 12" NW
INV: 929.21 24" E
INV: 934.40 (2SD)
INV: 928.43 30" SW
60" DIA, R-3508-B
BD 1
MECH: 92'-3" = 940.25'
84,200 SF
CB 102
RIM: 938.2
INV: 933.00 12" S
48" DIA, R-3067-V
CB 206
RIM: 936.2
INV: 930.81 24" NW
INV: 932.20 (2SD)
INV: 930.81 24" W
48" DIA, R-3508-B
CB 101
RIM: 929.8
INV: 925.80 (SD)
INV: 925.00 12" W
48" DIA, R-3067-V
CB 100
RIM: 929.5
INV: 925.50 (SD)
INV: 924.82 12" E
INV: 924.57 15" N
48" DIA, R-3067-V
FES 2
INV: 920.00 48"
48" APRON
FES 1
INV: 920.00 36"
36" APRONSLEEVE WATERMAIN AT CROSSING. USE ONE 20' LENGTH OF
ASTM F794, SCHEDULE 40 PVC PIPE FOR SLEEVING. IF JOINTING
IS REQUIRED, USE ASTM F794 SOLVENT WELDED JOINTS.
1
2
8" WM
8" WM
HYDRANT 5 & 6" GV
HYDRANT 6 & 6" GV
17
C5.01
11
C5.01
3
16
C5.01
NO
PARK
I
N
G
NO
PARK
I
N
G
NO
PARKI
N
G
NO
PARKING
NO
PARKING
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GAS GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
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B I T U
M
I
N
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U
S
B I T U
M
I
N
O
U
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B I
T
U
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I
N
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S
B I
T
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N
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U
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B I
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I
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B I
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I
N
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U
S
B I
T
U
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I
N
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U
S
B I
T
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U
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GRAVEL
GRAVE
L
GRA
V
E
L
GRA
V
E
L
BIT
U
M
I
N
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U
S
P
A
T
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BIT
U
M
I
N
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U
S
P
A
T
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BIT
U
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I
N
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U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OHE
CO
N
C
R
E
T
E
UG
C
(
P
)
UGC
(
P
)
UGC
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
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C
O
N
D
A
D
D
I
T
I
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RO
S
E
M
O
U
N
T
B
U
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I
N
E
S
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P
A
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K
S
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C
O
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D
A
D
D
I
T
I
O
N
TOP=INV=
SAN 951.2936.4
TOP=INV=
SAN 947.1935.6
TOP=INV=
SAN948.1924.3
UG
C
(
P
)
TOP=INV=
SMH949.1925.0
TOP=INV=
CB 947.4943.6SUMP=942.2
TOP=INV=
CB 947.7943.7SUMP=941.9
TOP=INV=
SMH948.1939.0(N)INV=942.8(W)INV=943.2(E)
TOP=INV=
CB 947.4942.9(N)INV=943.6(S)SUMP=942.3
TOP=INV=
CB 947.3943.2SUMP=941.8
TOP=INV=
SMH947.7943.4(N)INV=936.0(W)INV=936.3(E)INV=942.8(S)
TOP=INV=
SMH946.8937.9(N,S)INV=936.6(W)
TOP=INV=
CB 944.5940.0SUMP=938.5
TOP=INV=
CB 944.6939.8SUMP=939.4
TOP=INV=
SMH945.0939.5(W)INV=939.8(E)INV=939.2(S)
27" RCP ST S 24" RCP ST S
21
"
R
C
P
S
T
S
18
"
R
C
P
S
T
S
21"
R
C
P
S
T
S
15" RCP15" RCP
15" RCP
15"
R
C
P
15" RCP 15"
R
C
P
TOP=INV=
CB 950.2946.2SUMP=945.1
TOP=INV=
CB 950.2946.0SUMP=944.8
TOP=INV=
SAN 947.2924.6
TOP=INV=
SAN954.2925.4
TOP=INV=
SAN 954.6924.7
15" RCP ST S
15"
R
C
P
TOP=INV=
CB 950.6946.7SUMP=945.0
TOP=INV=
CB 950.6945.8SUMP=943.8
TOP=INV=
SMH951.2941.4(N)INV=945.6(W,E)INV=940.9(S)
TOP=INV=
SMH951.7940.2(N)INV=940.1(W)INV=940.4(E)
TOP=INV=
CB 952.1949.1
TOP=INV=
CB 951.9-948.5(N)INV=948.8(S)
TOP=INV=
SMH951.6940.7(W)INV=947.8(E)INV=947.5(S)
15
"
R
C
P
S
T
S
18" RCP ST S
48"
R
C
P
S
T
S
54" RCP ST S
12" RCP 12" RCP
42
"
R
C
P
TOP=INV=
CB 951.6948.9(W)INV=949.1(E)SUMP=947.7
TOP=INV=
CB 951.7949.2(W,NE)SUMP=947.8
15" RCP ST S
18" RCP
TOP=
INV=CB 954.9
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)
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4
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TOP=INV=
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TOP=INV=
SAN955.3929.0(N)INV=927.4(NE)
TOP=INV=
SAN955.2928.9
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2
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0
15
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TOP=INV=
SAN956.5928.4
12"x24" RC
P
SAN S SAN S
SA
N
S
SAN
S
SAN S
66"
S
A
N
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(
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)
30" SAN S (P)
TOP=INV=
SAN 951.1929.1
30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)
66" SAN
S
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66" SAN
S
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P
)
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"
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48
"
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(
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)
48
"
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A
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(
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48"
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(
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48"
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A
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(
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)
48" SAN
S
(
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48" SAN
S
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48"
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48"
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2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25
35
25
35
25
35
25
35
25
35
SANIT
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R
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E
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N
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P
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2
4
0
9
3
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3
SAN
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7
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2
0
0
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30
30
30
30
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ELECTRIC
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2
4
0
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3
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3
SAN (P)
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A
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(
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SAN M
H
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S
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D
(DOW
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2
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3
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SAN MH
'
S
B
U
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I
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D
(DOW
N
2
-
3
F
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SOUTHEAST
MAT
C
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L
I
N
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MA
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C
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L
I
N
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
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L
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N
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MA
T
C
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L
I
N
E
D
D
D
D
D
D
S
S
S
S
SS
D
S
>>
>>
50
8
'
-
4
8
"
R
C
P
@
0
.
1
1
%
42
5
'
-
4
8
"
R
C
P
@
0
.
1
1
%
50
8
'
-
4
8
"
R
C
P
@
0
.
1
1
%
42
5
'
-
4
8
"
R
C
P
@
0
.
1
1
%
C4.03
UTILITY PLAN
SOUTHEAST
1"=400'
KEYMAP FEETSCALE
0
HORZ.
30 60
R
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
19
C5.01
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 145 of 308
NO
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5
1
5
2
1
0
15
35
15
35
2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
25
35
SANIT
A
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0
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3
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2
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0
33
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30
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30
ELECTRIC
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4
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3
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3
WEST
MAT
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MA
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
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MA
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D
D
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8
'
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4
8
"
R
C
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@
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1
1
%
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5
'
-
4
8
"
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C
P
@
0
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1
1
%
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8
'
-
4
8
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0
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1
1
%
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5
'
-
4
8
"
R
C
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@
0
.
1
1
%
NO
PAR
K
I
N
G
NO
PAR
K
I
N
G
PROPOSED BUILDING
MAIN LOT
NO
PAR
K
I
N
G
NO
PARKIN
G
SERVICE LOT
FO
L
FO
L
FO
L
FO
L
F
O
L
F
O
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UGE
UGE
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
B
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N
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TOP=
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946.2
SUMP=945.1
TOP=
INV=
SAN
954.2
925.4
TOP=
INV=
SAN
954.6
924.7
TOP=
INV=
CB
951.6
948.9(W)
INV=949.1(E)
SUMP=947.7
TOP=
INV=
CB
951.7
949.2(W,NE)
SUMP=947.8
15" RCP ST S
GA
S
P
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P
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M
E
N
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P
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.
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.
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5
1
5
2
1
0
15
35
15
35
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"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
UG
C
(
P
)
UG
C
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
UG
C
(
P
)
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35
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S
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A
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E
N
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DO
C
.
N
O
.
5
7
8
2
0
0
33
33
3
0
25
35
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60
SA
N
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T
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A
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E
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P
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C
.
N
O
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2
4
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9
3
7
3
SAN
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S
B
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D
(DO
W
N
2
-
3
F
E
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T
)
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
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D
D
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>>
>>
>>
>>
>>
36' - 12" RCP @
1.00%
1
7
5
'
-
1
5
"
R
C
P
@
0
.
7
5
%
194' - 15"
R
C
P
@
0
.
7
0
%
138'
-
1
8
"
R
C
P
@
0
.
7
8
%
8
9
'
-
1
8
"
R
C
P
@
1
.
2
0
%
24' -
1
2
"
RCP
@
0.50
%
1
5
8
'
-
2
1
"
P
V
C
@
1
.
2
5
%
65'
-
1
5
"
R
C
P
@
0
.
5
0
%
30'
-
1
2
"
R
C
P
@ 0.
4
4
%
45' - 12" RCP @
0
.
4
0
%
50'
-
1
2
"
R
C
P
@
0
.
7
6
%
170
'
-
1
8
"
R
C
P
@
0
.
7
6
%
143' - 12" RCP @ 0.
9
0
%
1
3
5
'
-
2
1
"
R
C
P
@
1
.
2
5
%
103' -
1
2
"
R
C
P
@
1
.
0
0
%
52' -
1
2
"
R
C
P
@
0
.
5
5
%
100
'
-
1
2
"
R
C
P
@
0
.
5
0
%
109
'
-
1
2
"
R
C
P
@
0
.
4
4
%
1
3
3
'
-
1
2
"
R
C
P
@
0
.
4
4
%
24
8
'
-
2
1
"
R
C
P
@
1
.
2
5
%
S
S
>
>
>
>
>
>
>
>
>
>
>
>
>
>
BS 2
MECH: 92'-4" = 940.33'
284 DFUs
93' - 6
"
P
V
C
@
1
.
0
4
%
7
5
'
-
6
"
P
V
C
@
0
.
9
7
%
60' -
6
"
P
V
C
@
1
.
0
4
%
2
3
0
'
-
6
"
P
V
C
@
1
.
0
6
%
D
>>
>>
>>
>>
>>
>>
93' - 6
"
P
V
C
@
1
.
0
4
%
7
5
'
-
6
"
P
V
C
@
0
.
9
7
%
60' -
6
"
P
V
C
@
1
.
0
4
%
2
3
0
'
-
6
"
P
V
C
@
1
.
0
6
%
9
5
1
951
95
2
9
5
2
9
5
3
95
3
9549
5
4
95
0
955
960
951
952
953
953953
954
956
957
958
95
9959
959
961
62.0
53.0
48.0
43.9
48.0
48.0
48.0
48.0
43.743.7
43.9 BW
48.0
48.0
48.0
47.7
47.7
47.9
47.9
47.5
47.5
47.6
47.5
47.7
47.5
59.7
54.3
61.5
60.5
61.5
61.0
57.6
48.9
48.0
49.3
47.5
47.5
47.5
47.5
47.5
47.5
47.5
48.0
62.062.0
47.5
47.5
47.5
44.7 45.1
43.4
44.3 BW
44.8 TW
48.0 TW
43.7 BW
44.2 TW
47.1 TW
55.154.8
55.4
55.1
56.4
56.2
56.1
55.7
40.0
45.7
45.3
45.1
45.2
44.2
43.5
44.9
44.9 45.8
45.7
47.6
47.745.3
44.3
45.3
46.0
45.9
45.6
45.4
45.4
47.9
47.7
47.847.9
45.4
45.1
45.1
56.1
56.0
56.2
45.1
45.6
45.9
46.5
46.6
47.4
46.9
46.9
46.9
47.3
47.5
47.6
47.4
49.2
49.1 47.8
47.9
47.8
54.3
53.9
54.5
57.0
57.6
58.1
56.8
56.3
46.5
46.4
45.6
54.5
54.053.5
54.2
54.2
53.3
52.8
52.7
54.8
54.7
55.1
56.8
56.7
57.2
55.9
57.2
57.7
57.9
58.4
58.5
58.0
58.7
59.2
58.4
58.0
58.1
57.7
54.053.4
53.6
53.4
52.4
54.8
54.6
53.9
53.9
53.0
52.9
54.3
54.5
56.6
55.8
55.8
56.6
56.9
57.4
57.8
55.9
59.5
58.8
59.9
62.0
58.3
58.8
59.5
59.9
59.1
52.850.8
50.9
53.3
53.4
52.1
52.2
50.1
50.2
50.1
50.0
47.5
47.5
51.5
51.6
54.9
53.7
57.3
56.1
54.6
53.5
57.4
57.3
59.1
58.6
58.6
55.6
53.2
45.1
45.2
54.1
52.953.1
53.3
45.4
44.8
45.2
45.3
47.8
48.0
45.0
44.8
46.2
46.1
46.2
46.0
52.3
52.3
52.151.7
51.7
51.7
51.5
51.5
51.7
51.7
51.5
51.1
51.5
-1
.
5
%
ST-15
ST-12
ST-18
ST-4
ST-5
ST-7
ST-8
ST-6
ST-1
ST-101
ST-102
ST-104
ST-3
ST-2
ST-16
ST-17
50.8
53.0
46.0
47.5
94
5
95
0
94
1
94
2
94
394
4
94
694
794
894
9
95
1
945
950
95
5
946947
948
949
951
952
95
3
95
4
95
6
95
7
57.2
55.0
51.4
47.5
46.4
46.3
43.6
43.6 BW
43.6
48.0
47.5
47.5
47.5
46.8
45.5
5
.
0
0
'
T
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P
5.00'
T
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P
5.00'
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MH 6
RIM: 946.7
INV: 938.20 6" NE
INV: 938.20 6" SE
48" DIA, R-1642
MH 5
RIM: 945.3
INV: 939.36 6" NE
INV: 935.75 6" NW
INV: 935.75 6" SE
CB 127
RIM: 957.0
INV: 951.50 12" SW
48" DIA, R-3067-V
MH 4
RIM: 955.1
INV: 942.80 21" N
INV: 950.47 12" NE
INV: 942.80 21" S
48" DIA, R-1642
CB 133
RIM: 954.9
INV: 949.50 12" SW
48" DIA, R-3067-V
CB 132
RIM: 954.8
INV: 949.38 12" NE
INV: 949.38 12" W
48" DIA, R-3067-V
CB 126
RIM: 953.1
INV: 947.50 12" E
48" DIA, R-3067-V
CB 125
RIM: 952.9
INV: 941.12 21" N
INV: 947.14 12" W
INV: 941.12 21" S
48" DIA, R-3067-V
CB 130
RIM: 952.5
INV: 947.37 12" NE
INV: 948.09 12" E
INV: 947.37 18" SW
INV: 948.50 (2SD)
48" DIA, R-3508-B
CB 129
RIM: 952.5
INV: 948.50 (2SD)
INV: 944.78 18" NE
INV: 944.78 21" S
48" DIA, R-3508-B
CB 131
RIM: 952.1
INV: 948.10 (2SD)
INV: 947.75 12" SW
48" DIA, R-3508-B
CB 216
RIM: 950.8
INV: 945.02 12" NE
INV: 944.92 12" NW
INV: 941.50 15" S
48" DIA, R-2501-C
CB 214
RIM: 945.1
INV: 939.82 12" W
INV: 940.19 15" N
INV: 939.19 15" E
48" DIA, R-2501-C
CB 112
RIM: 945.0
INV: 934.60 18" NW
INV: 936.87 12" NE
INV: 941.00 (2SD)
INV: 934.60 18" SE
48" DIA, R-3067-V
CB 113
RIM: 944.9
INV: 940.90 (2SD)
INV: 937.00 (DT)
INV: 937.00 12" SW
48" DIA, R-3067-V
CB 115
RIM: 944.8
INV: 937.72 12" NE
INV: 937.72 12" SW
48" DIA, R-2501
CB 215
RIM: 944.6
INV: 941.00 (DT)
INV: 940.00 12" E
48" DIA, R-2501-C
MH 7
RIM: 943.7
INV: 941.00 (TRENCH DRAIN)
INV: 938.00 (DT)
INV: 938.00 12" SW
48" DIA, Standard
CB 114
RIM: 943.4
INV: 935.68 15" SW
INV: 937.21 12" NE
INV: 939.40 (2SD)
INV: 935.68 18" SE
48" DIA, R-3508-B
CB 117
RIM: 940.0
INV: 936.00 15" NE
48" DIA, R-2501-C
1
1
1
1
2
2
2
3
3
10' M
I
N
10' M
I
N
6" DOMESTIC
6" FIRE
3" STORM SHELTER
FIRE DEPARTMENT CONNECTION -
REFER TO MECHANICAL PLANS
8" WM
8" WM
8" WM
8" WM
8" WM
8" WM
HYDRANT 1 & 6" GV
HYDRANT 2 & 6" GV
HYDRANT 9 & 6" GV
8"X6" TEE & 6" GV
8"X4" TEE & 4" GV
REDUCE TO 3" - COORDINATE WITH MECHANICAL CONTRACTOR
17
C5.01
20
C5.01
17
C5.01
17
C5.01
17
C5.01
11
C5.01
11
C5.01
11
C5.01
17
C5.01
11
C5.01
PROVIDE 0.5% INTERNAL SLOPE.
USE 6" KNOCKOUT NEAR MH 7 TO
CONNECT TO STRUCTURE.
18
C5.01
BS 3
MECH: 90'-10" = 938.83'
364.5 DFUs
C4.04
UTILITY PLAN WEST
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 146 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
B I T
U
M
I
N
O
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B I T
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B I T
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GRAVEL
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DOC.
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.
3
5
1
5
2
1
0
15
35
15
35
2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25 35
25
35
25
35
25
35
25
35
SANIT
A
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DOC. N
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.
2
4
0
9
3
7
3
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DOC
.
N
O
.
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4
0
9
3
7
3
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DOC
.
N
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.
5
7
8
2
0
0
33
33
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O
.
5
7
8
2
0
0
33
33
30
30
30
30
30
30
30
30
ELECTRIC
T
R
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S
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S
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.
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5
6
7
8
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6
7
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35
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93
60
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.
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4
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.
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4
0
9
3
7
3
EAST
MAT
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MAT
C
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L
I
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E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
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E
MA
T
C
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L
I
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E
D
D
D
D
D
D
S
S
S
S
SS
D
S
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
50
8
'
-
4
8
"
R
C
P
@
0
.
1
1
%
42
5
'
-
4
8
"
R
C
P
@
0
.
1
1
%
50
8
'
-
4
8
"
R
C
P
@
0
.
1
1
%
42
5
'
-
4
8
"
R
C
P
@
0
.
1
1
%
BUS LOT
PRACTICE FIELD #1
8-LANE TRACK
PRACTICE FIELD #4
BASEBALL
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
>
>
>
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>
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>
>
>
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>
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>>
>>
>>
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>>
>>
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>>
>>
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>
>
>
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>
>
>
>
>
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>>
>>
>>
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>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
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>
>
>
>
>
>
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>
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>
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>
>
>
1
8
6
'
-
1
8
"
R
C
P
@
0
.
6
0
%
203'
-
3
0
"
R
C
P
@
1
.
2
0
%
194' - 15"
R
C
P
@
0
.
7
0
%
2
3
2
'
-
3
6
"
R
C
P
@
0
.
8
0
%
12
4
'
-
2
4
"
R
C
P
@
1
.
2
5
%
1
3
5
'
-
3
0
"
R
C
P
@
1
.
0
0
%
161' - 2
4
"
R
C
P
@
1
.
0
0
%
75'
-
2
7
"
R
C
P
@
1
.
0
0
%
93' - 18" PVC @ 1.34%
1
4
4
'
-
3
6
"
R
C
P
@
0
.
8
0
%
146' - 18" PVC @ 2.74%
137' - 12
"
R
C
P
@
1
.
0
0
%
77' - 12
"
R
C
P
@
1
.
0
0
%
100' -
1
2
"
R
C
P
@
1
.
0
0
%
140' -
1
2
"
R
C
P
@
1
.
0
0
%
71
'
-
1
2
"
R
C
P
@
0
.
4
4
%
1
6
7
'
-
1
2
"
R
C
P
@
1
.
0
0
%
22
7
'
-
2
7
"
R
C
P
@
1
.
0
0
%
10
7
'
-
2
7
"
R
C
P
@
1
.
0
0
%
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45.2
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42.3
43.6
43.6
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5.00' TYP
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CB 208
RIM: 947.4
INV: 940.50 18" W
48" DIA, R-2501-C
CB 225
RIM: 947.1
INV: 939.62 12" E
INV: 939.62 12" W
48" DIA, R-2501-C
CB 227
RIM: 946.1
INV: 941.75 12" W
48" DIA, R-2501-CCB 222
RIM: 945.3
INV: 934.70 24" N
INV: 936.50 12" NE
INV: 934.45 27" S
48" DIA, R-2501-C
CB 221
RIM: 945.2
INV: 933.38 27" N
INV: 933.38 27" SW
48" DIA, R-2501-C
CB 220
RIM: 945.0
INV: 932.63 27" NE
INV: 932.63 27" S
48" DIA, R-2501-C
CB 209
RIM: 944.5
INV: 938.69 12" N
INV: 938.69 12" S
48" DIA, R-2501-C
CB 210
RIM: 944.3
INV: 939.00 12" S
48" DIA, R-2501-C
CB 211
RIM: 943.8
INV: 939.00 18" W
INV: 926.40 36" N
INV: 926.40 36" S
72" DIA, R-2501-C
CB 207
RIM: 943.4
INV: 936.46 12" N
INV: 938.40 18" E
INV: 933.07 24" SE
48" DIA, R-2501-C
CB 243
RIM: 942.4
INV: 938.00 (DT)
INV: 937.83 15" W
INV: 936.33 18" SE
48" DIA, R-2501-C
BD 2
MECH: 93'-0" = 941.00'
79,000 SF
CB 212
RIM: 941.3
INV: 928.76 30" N
INV: 937.00 18" W
INV: 928.26 36" S
48" DIA, R-2501-C
CB 213
RIM: 940.6
INV: 930.36 27" N
INV: 935.22 18" NW
INV: 930.11 30" S
48" DIA, R-2501-C
CB 205
RIM: 939.8
INV: 935.00 12" SE
48" DIA, R-2501-C
CB 204
RIM: 938.4
INV: 933.33 12" NW
INV: 929.21 24" E
INV: 934.40 (2SD)
INV: 928.43 30" SW
60" DIA, R-3508-B
BD 1
MECH: 92'-3" = 940.25'
84,200 SF
CB 206
RIM: 936.2
INV: 930.81 24" NW
INV: 932.20 (2SD)
INV: 930.81 24" W
48" DIA, R-3508-B
1
1
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
5
C5.02
643' - 15" PERFORATED PVC @ 0.37%
643' - 15" PERFORATED PVC @ 0.37%
HIGH POINT FOR 15" PERFORATED PVC
INV: 942.90
8" WM
8" WM
8" WM
HYDRANT 3 & 6" GV
HYDRANT 4 & 6" GV
HYDRANT 5 & 6" GV
INV: 950.90
INV: 950.00 20
C5.01
17
C5.01
11
C5.01
4
C5.02
508' - 48" RCP @ 0.11%
TRUNK MH 1
RIM: 946.7
INV: 919.44 48" S
INV: 919.34 48" N
72" DIA, R-1642
3
3
C4.05
UTILITY PLAN EAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 147 of 308
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SANITARY EASEMENT PER
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0
0
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33
3
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3
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0
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3
0
ELECT
R
I
C
T
R
A
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S
M
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.
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.
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7
8
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66
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N
S
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M
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W
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T
)
MA
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L
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MATCHLINE
MA
T
C
H
L
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E
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
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>
>
>>
>>
>>
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97
'
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1
2
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C
P
@
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.
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%
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4
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2
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3
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"
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4
%
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7
'
-
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2
"
R
C
P
@
1
.
0
0
%
9
5
1
951
9
5
1
952
95
2
9
5
2
9
5
3
50.7
52.9
52.850.8
50.9
53.3
53.4
52.1
52.2
52.5
52.4
51.5
51.6
46.2
50.0
50.2
53.153.2
47.5
49.5
50.3
52.3
52.3
51.9
51.8
48.7
50.0
51.0
51.5 51.7
51.7
51.5
51.1
48.4
51.5
-1
.
5
%
-1
.
5
%
ST-18
49.0
>>
>>
>>
>>
>>
>>
>>
>>
>>>
>
>
>
>
>
>
>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>>>
>
>
>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
CB 217
RIM: 950.7
INV: 945.50 12" SE
48" DIA, R-2501-C
CB 218
RIM: 950.2
INV: 945.50 12" NE
INV: 945.50 12" SW
48" DIA, R-2501-C
CB 219
RIM: 949.4
INV: 945.00 12" SW
48" DIA, R-2501-C
CB 232
RIM: 947.5
INV: 943.00 12" NE
48" DIA, R-2501-C
INV: 950.00 20
C5.01
C4.06
UTILITY PLAN
NORTHWEST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 148 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OHE
OHE
OH
E
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GAS
GAS
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
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S
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M
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T
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S
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A
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S
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D
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P
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P
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R
DOC.
N
O
.
3
5
1
5
2
1
0
15
35
15
35
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (
P
)
W (P
)
W (
P
)
W (
P
)
W (
P
)
W (P
)
W (P
)
W (
P
)
UGE
UG
C
(
P
)
GA
S
2639.45
25
10
SANITARY EASEMENT PERDOC. NO. 409760 25
10
SANITARY EASEMENT PERDOC. NO. 409760
25
35
25
35
25
35
25
35
25
35
25
35
SANIT
A
R
Y
E
A
S
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P
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R
DOC. N
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.
2
4
0
9
3
7
3
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R
DOC
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N
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.
2
4
0
9
3
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3
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N
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R
DOC.
N
O
.
5
7
8
2
0
0
33
33
GAS
E
A
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M
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N
T
P
E
R
DOC.
N
O
.
5
7
8
2
0
0
33
33
30
30
30
30
30
30
30
30
ELECTRIC
T
R
A
N
S
M
I
S
S
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O
N
L
I
N
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A
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T
PER DOC
.
N
O
.
5
6
7
8
9
4
ELEC
T
R
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C
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R
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N
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M
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S
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T
PER
D
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C
.
N
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.
5
6
7
8
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4
25
35
93
60
93
60
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T
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Y
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N
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C
.
N
O
.
2
4
0
9
3
7
3
SA
N
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T
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S
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M
E
N
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P
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R
DOC
.
N
O
.
2
4
0
9
3
7
3
NORTH
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
D
D
D
D
D
D
S
S
S
S
SS
BS 2MECH: 92'-4" = 940.33'284 DFUs
D
S
BS 1MECH: 92'-2" = 940.17'4600 DFUs
>>
>>
50
8
'
-
4
8
"
R
C
P
@
0
.
1
1
%
42
5
'
-
4
8
"
R
C
P
@
0
.
1
1
%
50
8
'
-
4
8
"
R
C
P
@
0
.
1
1
%
42
5
'
-
4
8
"
R
C
P
@
0
.
1
1
%
BS 3MECH: 90'-10" = 938.83'364.5 DFUs
BASEBALL
TOP=
INV=
SAN
953.1
928.6
30" SAN S (P)30" SAN S (P)
66" SA
N
S
(
P
)
48" SA
N
S
(
P
)
25
10
SANITARY EASEMENT PER
DOC. NO. 409760
2
5
3
5
SAN
M
H
'
S
B
U
R
I
E
D
(DO
W
N
2
-
3
F
E
E
T
)
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
1
7
5
'
-
1
5
"
R
C
P
@
0
.
7
5
%
1
8
6
'
-
1
8
"
R
C
P
@
0
.
6
0
%
194' - 15"
R
C
P
@
0
.
7
0
%
12
4
'
-
2
4
"
R
C
P
@
1
.
2
5
%
97'
-
1
2
"
R
C
P
@
1
.
0
3
%
72'
-
1
8
"
R
C
P
@
1
.
0
0
%
75'
-
2
7
"
R
C
P
@
1
.
0
0
%
45' - 12" RCP @
0
.
4
0
%
109
'
-
1
2
"
R
C
P
@
0
.
4
4
%
114
'
-
1
2
"
R
C
P
@
-
0
.
4
4
%
22
7
'
-
2
7
"
R
C
P
@
1
.
0
0
%
10
7
'
-
2
7
"
R
C
P
@
1
.
0
0
%
14
8
'
-
1
8
"
R
C
P
@
1
.
0
0
%
1
4
5
'
-
1
5
"
R
C
P
@
1
.
0
0
%
9
5
0
9
4
6
9
4
7
9
4
8
9
4
9
9
5
1
951
9
5
1
952
95
2
94
5
94
3
944
94
6
94
7
948
949
53.0
47.547.5
44.7 45.1
50.1
50.1
50.0
47.5
47.5
52.5
52.4
45.2
46.7
46.7
53.153.2
47.5
49.5
50.3
45.0
48.7
44.2
44.2
43.6
45.0
44.8
46.2
46.1
46.2
48.4 -1
.
5
%
47.5
46.4
52.3
52.3
52.3
52.3
51.9
51.8
51.8
52.1
48.7
50.0
51.0
50.5
49.5
48.6
48.2
51.1
51.7
51.7
51.5 51.7
51.7
51.5
51.5
51.7
51.7
51.5
51.1
48.4
48.7
48.7
48.7
51.1
51.5
48.6
42.4
-1
.
5
%
-1.5
%
-1.5
%
-1
.
5
%
-1.
5
%
-1.5%
ST-18
ST-9
50.8
50.9
50.0
49.0
49.0
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
I
I
II
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
I
I
I
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>>>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
CB 218
RIM: 950.2
INV: 945.50 12" NE
INV: 945.50 12" SW
48" DIA, R-2501-C
CB 219
RIM: 949.4
INV: 945.00 12" SW
48" DIA, R-2501-C
CB 232
RIM: 947.5
INV: 943.00 12" NE
48" DIA, R-2501-C
CB 229
RIM: 946.7
INV: 939.21 18" NW
INV: 939.21 18" SE
48" DIA, R-2501-C
CB 230
RIM: 946.7
INV: 940.18 15" NW
INV: 939.93 18" SE
48" DIA, R-2501-C
CB 221
RIM: 945.2
INV: 933.38 27" N
INV: 933.38 27" SW
48" DIA, R-2501-C
CB 214
RIM: 945.1
INV: 939.82 12" W
INV: 940.19 15" N
INV: 939.19 15" E
48" DIA, R-2501-C
CB 220
RIM: 945.0
INV: 932.63 27" NE
INV: 932.63 27" S
48" DIA, R-2501-C
CB 243
RIM: 942.4
INV: 938.00 (DT)
INV: 937.83 15" W
INV: 936.33 18" SE
48" DIA, R-2501-C
3
8" WM
8" WM
HYDRANT 3 & 6" GV
INV: 950.90
INV: 950.00
INV: 950.00
20
C5.01
20
C5.01
C4.07
UTILITY PLAN NORTH
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 149 of 308
NO
PARKIN
G
NO
PARKIN
G
PROPOSED BUILDING
BUS LOT
MAIN LOT
NO
PARK
I
N
G
NO
PARKING
NO
PARKING
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
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52.6
52.5
47.1
47.3
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47.7
47.9
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48.7
48.6
45.9
45.3
45.8
46.3
46.7
46.7
46.6
46.8
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50.5
51.0
55.8
55.7
52.6
52.6
51.3
51.4
51.5 52.1
52.1
49.2
50.0
50.2
52.2
52.5
47.4
47.4
47.3
47.2
51.4
50.2
51.9
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88.7 ME
53.1 ME
52.4
52.4
52.4
52.4
52.1
52.1
52.0
52.1
52.0
52.0
51.9
51.9
52.1
51.8
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50.2
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48.6
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52.1
52.1
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51.8
52.5
52.5 52.5
52.2
50.6
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50.2
50.2
46.3
51.5
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51.9
51.4
51.9
46.8
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46.8
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55.5 ME
52.0
52.0
51.8
51.7
51.0
50.1
46.2
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47.2
47.3
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47.8
47.9
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47.8
47.8
47.9
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51.151.1
51.2
49.3
51.6
51.6
51.7
51.8
51.8
51.6
51.1
51.3
54.5
54.4
51.8
51.8
51.5
50.5
50.4
50.3
50.5
49.7
49.4 ME
49.0 ME
56.8 ME
54.6 ME
48.648.6
49.549.5
50.550.5
51.751.7
49.6
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49.7
50.2
49.3
51.2
51.2
51.2
49.3
49.3
49.3
49.348.1
48.1
48.1
49.2
50.2
51.2
51.2
47.4 47.547.5
47.9
51.7
51.7
50.4
50.3
49.8
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MH 6
RIM: 951.0
INV: 946.00
INV: 945.48 12" W
INV: 944.48 12" SE
48" DIA, R-1642
CB 242
RIM: 950.1
INV: 945.89 12" E
48" DIA, R-2501-C
CB 233
RIM: 949.1
INV: 946.00 (DT)
INV: 943.37 12" S
48" DIA, R-2501-C
CB 241
RIM: 947.4
INV: 943.02 12" NW
INV: 942.77 15" SW
48" DIA, R-2501-C
CB 240
RIM: 947.4
INV: 942.24 15" NE
INV: 942.24 15" SW
48" DIA, R-2501-C
CB 239
RIM: 947.3
INV: 941.63 15" NE
INV: 941.63 15" SW
48" DIA, R-2501-C
CB 226
RIM: 947.3
INV: 940.38 12" E
INV: 940.38 12" W
48" DIA, R-2501-C
CB 238
RIM: 947.2
INV: 940.95 15" NE
INV: 940.70 18" SW
48" DIA, R-2501-C
CB 237
RIM: 946.8
INV: 939.98 18" NE
INV: 939.98 18" SW
48" DIA, R-2501-C
CB 229
RIM: 946.7
INV: 939.21 18" NW
INV: 939.21 18" SE
48" DIA, R-2501-C
CB 230
RIM: 946.7
INV: 940.18 15" NW
INV: 939.93 18" SE
48" DIA, R-2501-C
CB 236
RIM: 946.6
INV: 939.23 18" NE
INV: 939.23 18" SW
48" DIA, R-2501-C
CB 224
RIM: 946.3
INV: 938.62 12" E
INV: 938.62 12" W
48" DIA, R-2501-C
CB 235
RIM: 946.3
INV: 938.42 18" NE
INV: 938.42 18" SW
48" DIA, R-2501-C
CB 231
RIM: 946.2
INV: 942.00 12" SW
INV: 942.00 12" N
INV: 941.63 15" SE
48" DIA, R-2501-C
CB 223
RIM: 945.9
INV: 937.90 12" E
INV: 937.90 12" SW
48" DIA, R-2501-C
CB 234
RIM: 945.8
INV: 937.64 18" NE
INV: 937.64 18" S
48" DIA, R-2501-C
CB 228
RIM: 945.3
INV: 936.75 18" N
INV: 937.73 18" NW
INV: 936.25 24" S
48" DIA, R-2501-C
INV: 950.90
INV: 950.00 20
C5.01
INV: 951.20
INV: 951.10
INV: 950.0020
C5.01
INV: 950.0020
C5.01
INV: 951.0020
C5.01
INV: 949.00
DAYLIGHT DT - PROVIDE
RAT GUARD AT OPENING.
TRUNK MH 2
RIM: 949.0
INV: 918.87 48" S
72" DIA, R-1642
C4.08
UTILITY PLAN
NORTHEAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
955
1
2
3
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 SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED RISER INLET (RI)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
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
X
X
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
2
C5.02
3
C5.02
5
C5.02
15
C5.01
10
C5.02
11
C5.02
7
C5.02
13
C5.03
8
C5.04
6
C5.02
Page 150 of 308
ALIGNMENT: 100 - Main Run
PROFILE VIEW: 100 SERIES - MAIN RUN
DRAWING SCALE: 40
VERTICAL SCALE: 8
910
915
920
925
930
935
940
945
950
955
960
965
970
975
910
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920
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930
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965
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975
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1
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94
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3
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94
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1
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2
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0
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3
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2
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6
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93
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12+00
94
2
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2
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93
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94
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0
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93
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0
13+50
93
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5
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93
3
.
8
14+00
94
0
.
1
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93
2
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7
14+50
93
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1
5
93
1
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7
15+00
93
8
.
1
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5
15+50
93
7
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1
3
92
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.
4
16+00
93
6
.
0
9
92
8
.
1
16+50
92
6
.
9
2
92
6
.
9
17+00
50' - 12" RCP @ 0.76%50'
12" RCP
@ 0.76%
170' - 18" RCP @ 0.76%
170' 18" RCP@ 0.76%
158' - 21" PVC @ 1.25%
158' 21" PVC@ 1.25%
135' - 21" RCP @ 1.25%
135' 21" RCP@ 1.25%
248' - 21" RCP @ 1.25%
248' 21" RCP@ 1.25%
88' - 21" RCP @ 1.25%88'
21" RCP
@ 1.25%
200' - 21" RCP @ 1.25%
200' 21" RCP@ 1.25%
171' - 24" RCP @ 1.50%
171' 24" RCP@ 1.50%
138' - 30" RCP @ 1.00%
138' 30" RCP@ 1.00%
116' - 36" RCP @ 1.00%
116' 36" RCP@ 1.00%
ALIGNMENT: 200 - Main Run FES to N field
PROFILE VIEW: 200 SERIES - MAIN RUN FES TO N FIELD
DRAWING SCALE: 40
VERTICAL SCALE: 8
915
920
925
930
935
940
945
950
955
960
965
970
975
980
985
990
915
920
925
930
935
940
945
950
955
960
965
970
975
980
985
990
-0+20
95
0
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0
9
95
5
.
5
0+00
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1
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1
6
95
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1+50
95
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3
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3
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4
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3
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0
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94
8
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8
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95
2
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2
3+00
94
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94
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94
7
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0
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94
6
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6
5
97
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6+50
94
6
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5
2
97
6
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94
6
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3
3
97
6
.
8
7+50
94
6
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1
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97
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1
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94
5
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3
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98
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3
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94
6
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3
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4
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9
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94
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2
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5
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5
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94
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2
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94
6
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0
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9
10+50
94
6
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0
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97
7
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94
5
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0
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97
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94
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97
3
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3
12+00
94
3
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94
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94
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94
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94
3
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94
2
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7
1
94
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0
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94
1
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6
4
93
8
.
8
15+00
94
2
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0
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93
6
.
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15+50
94
4
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2
9
93
4
.
3
16+00
94
4
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8
5
93
2
.
4
16+50
94
4
.
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93
0
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17+00
94
3
.
8
4
92
9
.
3
17+50
94
2
.
3
6
92
8
.
2
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94
0
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8
3
92
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3
18+50
93
9
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0
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6
.
6
19+00
94
0
.
2
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92
7
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0
19+50
94
0
.
7
0
92
7
.
6
20+00
93
3
.
0
6
92
6
.
5
20+50 21+00
93' - 12" RCP @ 0.44%93'
12" RCP
@ 0.44%
292' - 12" RCP @ 0.50%292' 12" RCP@ 0.50%
43' - 15" RCP @ 1.25%43'
15" RCP
@ 1.25%
48' - 15" RCP @ 1.25%48'
15" RCP
@ 1.25%
55' - 15" RCP @ 1.25%55'
15" RCP
@ 1.25%
57' - 18" RCP @ 1.25%57'
18" RCP
@ 1.25%
60' - 18" RCP @ 1.25%60'
18" RCP
@ 1.25%
65' - 18" RCP @ 1.25%65'
18" RCP
@ 1.25%
63' - 18" RCP @ 1.25%63'
18" RCP
@ 1.25%
71' - 18" RCP @ 1.25%71'
18" RCP
@ 1.25%
124' - 24" RCP @ 1.25%
124' 24" RCP@ 1.25%
107' - 27" RCP @ 1.00%
107' 27" RCP@ 1.00%
75' - 27" RCP @ 1.00%75'
27" RCP
@ 1.00%
227' - 27" RCP @ 1.00%
227' 27" RCP@ 1.00%
135' - 30" RCP @ 1.00%
135' 30" RCP@ 1.00%
232' - 36" RCP @ 0.80%
232' 36" RCP@ 0.80%
144' - 36" RCP @ 0.80%
144' 36" RCP@ 0.80%
117' - 48" RCP @ 0.70%
117' 48" RCP@ 0.70%
80' - 48" RCP @ 0.70%80'
48" RCP
@ 0.70%
18" RCP
170' - 18" RCP @ 0.76%
170' 18" RCP@ 0.76%
18" RCP
170' - 18" RCP @ 0.76%
170' 18" RCP@ 0.76%
18" RCP50' - 12" RCP @ 0.76%50'
12" RCP
@ 0.76%
170' - 18" RCP @ 0.76%
170' 18" RCP@ 0.76%
18" RCP
158' - 21" PVC @ 1.25%
158' 21" PVC@ 1.25%
135' - 21" RCP @ 1.25%
135' 21" RCP@ 1.25%
248' - 21" RCP @ 1.25%
248' 21" RCP@ 1.25%
88' - 21" RCP @ 1.25%88'
21" RCP
@ 1.25%
200' - 21" RCP @ 1.25%
200' 21" RCP@ 1.25%
171' - 24" RCP @ 1.50%
171' 24" RCP@ 1.50%
138' - 30" RCP @ 1.00%
138' 30" RCP@ 1.00%
116' - 36" RCP @ 1.00%
116' 36" RCP@ 1.00%
CB 242
RIM: 950.09
INV (OUT): 945.89
FES 2
RIM: 924.50
INV (IN): 920.00
93' - 12" RCP @ 0.44%93'
12" RCP
@ 0.44%
MH 6
RIM: 950.97
INV (IN): 945.48
INV (OUT): 944.48
292' - 12" RCP @ 0.50%292' 12" RCP@ 0.50%
CB 241
RIM: 947.39
INV (IN): 943.02
INV (OUT): 942.77
43' - 15" RCP @ 1.25%43'
15" RCP
@ 1.25%
CB 240
RIM: 947.37
INV (IN): 942.24
INV (OUT): 942.24
48' - 15" RCP @ 1.25%48'
15" RCP
@ 1.25%
CB 239
RIM: 947.32
INV (IN): 941.63
INV (OUT): 941.63
55' - 15" RCP @ 1.25%55'
15" RCP
@ 1.25%
CB 238
RIM: 947.17
INV (IN): 940.95
INV (OUT): 940.70
57' - 18" RCP @ 1.25%57'
18" RCP
@ 1.25%
CB 237
RIM: 946.85
INV (IN): 939.98
INV (OUT): 939.98
60' - 18" RCP @ 1.25%60'
18" RCP
@ 1.25%
CB 236
RIM: 946.62
INV (IN): 939.23
INV (OUT): 939.23
65' - 18" RCP @ 1.25%65'
18" RCP
@ 1.25%
CB 235
RIM: 946.27
INV (IN): 938.42
INV (OUT): 938.42
63' - 18" RCP @ 1.25%63'
18" RCP
@ 1.25%
CB 234
RIM: 945.81
INV (IN): 937.64
INV (OUT): 937.64
71' - 18" RCP @ 1.25%71'
18" RCP
@ 1.25%
CB 228
RIM: 945.29
INV (IN): 936.75
INV (IN): 937.73
INV (OUT): 936.25
124' - 24" RCP @ 1.25%
124' 24" RCP@ 1.25%
CB 222
RIM: 945.29
INV (IN): 934.70
INV (IN): 936.50
INV (OUT): 934.45
107' - 27" RCP @ 1.00%
107' 27" RCP@ 1.00%
CB 221
RIM: 945.20
INV (IN): 933.38
INV (OUT): 933.38
75' - 27" RCP @ 1.00%75'
27" RCP
@ 1.00%
CB 220
RIM: 944.99
INV (IN): 932.63
INV (OUT): 932.63
227' - 27" RCP @ 1.00%
227' 27" RCP@ 1.00%
CB 213
RIM: 940.64
INV (IN): 930.36
INV (IN): 935.22
INV (OUT): 930.11
135' - 30" RCP @ 1.00%
135' 30" RCP@ 1.00%
CB 212
RIM: 941.26
INV (IN): 928.76
INV (IN): 937.00
INV (OUT): 928.26
232' - 36" RCP @ 0.80%
232' 36" RCP@ 0.80%
CB 211
RIM: 943.82
INV (IN): 939.00
INV (IN): 926.40
INV (OUT): 926.40
144' - 36" RCP @ 0.80%
144' 36" RCP@ 0.80%
CB 203
RIM: 939.61
INV (IN): 926.00
INV (IN): 925.25
INV (OUT): 924.25
117' - 48" RCP @ 0.70%
117' 48" RCP@ 0.70%
CB 200
RIM: 940.78
INV (IN): 923.43
INV (IN): 935.36
INV (OUT): 920.56
80' - 48" RCP @ 0.70%80'
48" RCP
@ 0.70%
CB 131
RIM: 952.07
INV (OUT): 947.75
50' - 12" RCP @ 0.76%50'
12" RCP
@ 0.76%
CB 130
RIM: 952.52
INV (IN): 947.37
INV (IN): 948.09
INV (OUT): 947.37
170' - 18" RCP @ 0.76%
170' 18" RCP@ 0.76%
18" RCP
CB 129
RIM: 952.49
INV (IN): 944.78
INV (OUT): 944.78
158' - 21" PVC @ 1.25%
158' 21" PVC@ 1.25%
MH 4
RIM: 955.14
INV (IN): 942.80
INV (IN): 950.47
INV (OUT): 942.80
135' - 21" RCP @ 1.25%
135' 21" RCP@ 1.25%
CB 125
RIM: 952.86
INV (IN): 941.12
INV (IN): 947.14
INV (OUT): 941.12
248' - 21" RCP @ 1.25%
248' 21" RCP@ 1.25%
CB 123
RIM: 947.65
INV (IN): 938.02
INV (IN): 942.82
INV (OUT): 938.02
88' - 21" RCP @ 1.25%88'
21" RCP
@ 1.25%
MH 3
RIM: 946.14
INV (IN): 936.91
INV (OUT): 936.91
200' - 21" RCP @ 1.25%
200' 21" RCP@ 1.25%
CB 118
RIM: 942.55
INV (IN): 933.79
INV (IN): 934.42
INV (OUT): 930.00
171' - 24" RCP @ 1.50%
171' 24" RCP@ 1.50%
FES 1
RIM: 923.42
INV (IN): 920.00
CB 106
RIM: 939.41
INV (IN): 930.07
INV (IN): 927.43
INV (OUT): 923.71
138' - 30" RCP @ 1.00%
138' 30" RCP@ 1.00%
CB 103
RIM: 938.67
INV (IN): 922.33
INV (IN): 933.54
INV (OUT): 922.33
67' - 30" RCP @ 1.00%
67'
30" RCP
@ 1.00%
MH 1
RIM: 937.25
INV (IN): 921.66
INV (IN): 923.72
INV (IN): 932.68
INV (OUT): 921.16
116' - 36" RCP @ 1.00%
116' 36" RCP@ 1.00%
170' - 18" RCP @ 0.76%
170' 18" RCP@ 0.76%
18" RCP
MH 5
RIM: 953.65
INV (IN): 946.07
INV (OUT): 946.07
C4.09
STORM PROFILE 1
FEETSCALE
0
HORZ.
100 200
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
SANITARY SEWER CROSSING
Page 151 of 308
ALIGNMENT: CB 123 - CB 124
PROFILE VIEW: CB 123 - CB 124
DRAWING SCALE: 40
VERTICAL SCALE: 8
930
935
940
945
950
955
960
930
935
940
945
950
955
960
ALIGNMENT: CB 103 - CB 105
PROFILE VIEW: CB 103 - CB 105
DRAWING SCALE: 40
VERTICAL SCALE: 8
920
925
930
935
940
945
950
920
925
930
935
940
945
950
ALIGNMENT: CB 101 - MH 1
PROFILE VIEW: CB 101 - MH 1
DRAWING SCALE: 40
VERTICAL SCALE: 8
910
915
920
925
930
935
940
945
950
910
915
920
925
930
935
940
945
950
ALIGNMENT: CB 114 - CB 117
PROFILE VIEW: CB 114 - CB 117
DRAWING SCALE: 40
VERTICAL SCALE: 8
930
935
940
945
950
955
960
930
935
940
945
950
955
960
93
8
.
6
7
93
1
.
0
0+00
93
9
.
3
2
93
2
.
0
0+50 1+00
CB 105
RIM: 938.55
INV (OUT): 934.00
56' - 12" RCP @ 0.50%56'
12" RCP
@ 0.50%
12" RCP
CB 104
RIM: 938.79
INV (IN): 933.72
INV (OUT): 933.72
36' - 12" RCP @ 0.50%36'
12" RCP
@ 0.50%
CB 103
RIM: 938.67
INV (IN): 922.33
INV (IN): 933.54
INV (OUT): 922.33
94
5
.
9
3
94
0
.
0
0+00
94
6
.
5
6
94
2
.
7
0+50
CB 117
RIM: 940.00
INV (OUT): 936.00
65' - 15" RCP @ 0.50%65'
15" RCP
@ 0.50%
CB 114
RIM: 943.38
INV (IN): 935.68
INV (IN): 937.21
INV (OUT): 935.68
92
4
.
0
4
92
4
.
0
0+00
92
5
.
0
5
92
5
.
0
0+50
92
7
.
0
5
92
7
.
1
1+00
92
8
.
2
2
92
8
.
2
1+50
92
9
.
3
0
92
9
.
3
2+00
CB 101
RIM: 929.79
INV (OUT): 925.00
CB 100
RIM: 929.54
INV (IN): 924.82
INV (OUT): 924.57
36' - 12" RCP @ 0.50%36'
12" RCP
@ 0.50%
170' - 15" RCP @ 0.50%170' 15" RCP@ 0.50%
MH 1
RIM: 937.25
INV (IN): 921.66
INV (IN): 923.72
INV (IN): 932.68
INV (OUT): 921.16
94
7
.
9
9
94
8
.
0
0+00 0+50
CB 124
RIM: 947.99
INV (OUT): 943.00
36' - 12" RCP @ 0.50%36'
12" RCP
@ 0.50%
CB 123
RIM: 947.65
INV (IN): 938.02
INV (IN): 942.82
INV (OUT): 938.02
C4.10
STORM PROFILE 2
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 152 of 308
ALIGNMENT: CB 127 - MH 5
PROFILE VIEW: CB 127 - MH 5
DRAWING SCALE: 40
VERTICAL SCALE: 8
940
945
950
955
960
965
970
940
945
950
955
960
965
970
ALIGNMENT: CB 125 - CB 126
PROFILE VIEW: CB 125 - CB 126
DRAWING SCALE: 40
VERTICAL SCALE: 8
940
945
950
955
960
965
970
975
980
985
990
940
945
950
955
960
965
970
975
980
985
990
ALIGNMENT: CB 110 - CB 111
PROFILE VIEW: CB 110 - CB 111
DRAWING SCALE: 40
VERTICAL SCALE: 8
920
925
930
935
940
945
950
955
920
925
930
935
940
945
950
955
ALIGNMENT: CB 108 - CB 109
PROFILE VIEW: CB 108 - CB 109
DRAWING SCALE: 40
VERTICAL SCALE: 8
920
925
930
935
940
945
950
955
920
925
930
935
940
945
950
955
94
0
.
8
3
93
4
.
5
0+00
CB 109
RIM: 940.87
INV (OUT): 936.00
31' - 12" RCP @ 0.44%31'
12" RCP
@ 0.44%
CB 108
RIM: 940.83
INV (IN): 931.34
INV (IN): 935.86
INV (OUT): 931.34
93
6
.
6
3
94
3
.
8
0+00
CB 111
RIM: 943.72
INV (OUT): 938.50
30' - 12" RCP @ 0.44%30'
12" RCP
@ 0.44%
CB 110
RIM: 943.84
INV (IN): 932.60
INV (IN): 938.37
INV (OUT): 932.60
98
1
.
3
9
95
3
.
1
0+00
CB 126
RIM: 953.08
INV (OUT): 947.50
36' - 12" RCP @ 1.00%36'
12" RCP
@ 1.00%
CB 125
RIM: 952.86
INV (IN): 941.12
INV (IN): 947.14
INV (OUT): 941.12
95
3
.
1
0
95
5
.
1
0+00
95
5
.
8
5
95
6
.
5
0+50
95
7
.
4
0
95
7
.
4
1+00
CB 127
RIM: 956.98
INV (OUT): 951.50
103' - 12" RCP @ 1.00%
103' 12" RCP@ 1.00%
MH 4
RIM: 955.14
INV (IN): 942.80
INV (IN): 950.47
INV (OUT): 942.80
C4.11
STORM PROFILE 3
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 153 of 308
ALIGNMENT: CB 130 - CB 133
PROFILE VIEW: CB 130 - CB 133
DRAWING SCALE: 40
VERTICAL SCALE: 8
935
940
945
950
955
960
965
970
935
940
945
950
955
960
965
970
ALIGNMENT: CB 112 - CB 113
PROFILE VIEW: CB 112 - CB 113
DRAWING SCALE: 40
VERTICAL SCALE: 8
931
935
940
945
950
955
931
935
940
945
950
955
94
9
.
4
9
95
2
.
5
0+00
94
9
.
5
2
95
2
.
9
0+50
94
9
.
5
7
95
4
.
2
1+00
95
0
.
2
2
95
5
.
0
1+50
CB 132
RIM: 954.85
INV (IN): 949.38
INV (OUT): 949.38
CB 133
RIM: 954.86
INV (OUT): 949.50
143' - 12" RCP @ 0.90%
143' 12" RCP@ 0.90%
24' - 12" RCP @ 0.50%24'
12" RCP
@ 0.50%
12" RCP
CB 130
RIM: 952.52
INV (IN): 947.37
INV (IN): 948.09
INV (OUT): 947.37
94
1
.
4
2
94
5
.
0
0+00
CB 113
RIM: 944.92
INV (OUT): 937.00
30' - 12" RCP @ 0.44%30'
12" RCP
@ 0.44%
CB 112
RIM: 944.98
INV (IN): 934.60
INV (IN): 936.87
INV (OUT): 934.60
C4.12
STORM PROFILE 4
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 154 of 308
ALIGNMENT: 100 - West of Tennis Courts
PROFILE VIEW: 100 SERIES - WEST OF TENNIS COURTS
DRAWING SCALE: 40
VERTICAL SCALE: 8
925
930
935
940
945
950
955
925
930
935
940
945
950
955
ALIGNMENT: 100 - Delivery Drive
PROFILE VIEW: 100 SERIES - DELIVERY DRIVE
DRAWING SCALE: 40
VERTICAL SCALE: 8
915
920
925
930
935
940
945
950
955
960
915
920
925
930
935
940
945
950
955
960
-0+20
94
3
.
6
1
94
8
.
1
0+00
94
4
.
6
3
94
8
.
5
0+50
94
4
.
4
7
94
7
.
9
1+00
94
3
.
5
1
94
6
.
9
1+50
94
4
.
5
2
94
5
.
0
2+00
94
5
.
2
1
94
3
.
2
2+50
94
5
.
4
1
94
1
.
2
3+00
94
5
.
4
5
93
9
.
5
3+50
94
5
.
1
1
93
8
.
1
4+00
94
4
.
6
5
93
6
.
9
4+50
94
2
.
8
6
93
5
.
9
5+00
94
1
.
3
5
93
4
.
8
5+50
94
0
.
4
8
93
4
.
6
6+00
93
9
.
4
4
93
4
.
1
6+50 6+75
MH 7
RIM: 943.70
INV (OUT): 938.00
52' - 12" RCP @ 0.55%52'
12" RCP
@ 0.55%
CB 115
RIM: 944.78
INV (IN): 937.72
INV (OUT): 937.72
100' - 12" RCP @ 0.50%100' 12" RCP@ 0.50%
138' - 18" RCP @ 0.78%
138' 18" RCP@ 0.78%
89' - 18" RCP @ 1.20%89'
18" RCP
@ 1.20%
CB 134
RIM: 944.46
INV (IN): 933.53
INV (OUT): 933.53
78' - 18" RCP @ 1.20%78'
18" RCP
@ 1.20%
104' - 18" RCP @ 1.20%
104' 18" RCP@ 1.20%
49' - 18" RCP @ 1.20%49'
18" RCP
@ 1.20%
CB 107
RIM: 939.62
INV (IN): 930.75
INV (OUT): 930.50
36' - 21" RCP @ 1.20%36'
21" RCP
@ 1.20%
CB 106
RIM: 939.41
INV (IN): 930.07
INV (IN): 927.43
INV (OUT): 923.71
-0+20
94
2
.
0
8
94
2
.
1
0+00
94
2
.
0
8
94
2
.
1
0+50
94
3
.
0
6
94
3
.
1
1+00
94
2
.
6
4
94
2
.
6
1+50
94
2
.
1
2
94
2
.
1
2+00
94
2
.
2
3
94
2
.
2
2+50 3+00
CB 118
RIM: 942.55
INV (IN): 933.79
INV (IN): 934.42
INV (OUT): 930.00
CB 122
RIM: 942.08
INV (OUT): 937.82
50' - 12" RCP @ 1.25%50'
12" RCP
@ 1.25%
CB 121
RIM: 942.08
INV (IN): 937.20
INV (OUT): 937.20
54' - 12" RCP @ 1.95%54'
12" RCP
@ 1.95%
MH 2
RIM: 943.15
INV (IN): 936.14
INV (OUT): 936.14
87' - 15" RCP @ 1.40%87'
15" RCP
@ 1.40%
CB 120
RIM: 941.97
INV (IN): 934.92
INV (OUT): 934.92
44' - 15" RCP @ 1.40%44'
15" RCP
@ 1.40%
CB 119
RIM: 941.95
INV (IN): 934.30
INV (OUT): 934.30
36' - 15" RCP @ 1.40%36'
15" RCP
@ 1.40%
C4.13
STORM PROFILE 5
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 155 of 308
ALIGNMENT: 200 - N of Baseball run
PROFILE VIEW: 200 SERIES - N OF BASEBALL RUN
DRAWING SCALE: 40
VERTICAL SCALE: 7
930
935
940
945
950
955
960
965
970
975
980
930
935
940
945
950
955
960
965
970
975
980
ALIGNMENT: 200 - N of Track run
PROFILE VIEW: 200 SERIES - N OF TRACK RUN
DRAWING SCALE: 40
VERTICAL SCALE: 7
925
930
935
940
945
950
955
960
965
970
975
980
985
990
925
930
935
940
945
950
955
960
965
970
975
980
985
990
-0+50
94
5
.
2
9
97
9
.
9
0+00
94
6
.
2
9
96
4
.
6
0+50
94
7
.
2
9
95
2
.
7
1+00
94
6
.
7
0
95
2
.
8
1+50
94
7
.
0
7
95
3
.
2
2+00
94
7
.
4
4
95
3
.
6
2+50
94
7
.
8
4
95
3
.
6
3+00
94
6
.
7
0
95
4
.
2
3+50
94
7
.
5
4
95
4
.
5
4+00
94
9
.
0
6
95
4
.
8
4+50
94
9
.
1
4
95
4
.
8
5+005+50
CB 228
RIM: 945.29
INV (IN): 936.75
INV (IN): 937.73
INV (OUT): 936.25
CB 233
RIM: 949.09
INV (OUT): 943.37
148' - 18" RCP @ 1.00%
148' 18" RCP@ 1.00%
CB 229
RIM: 946.67
INV (IN): 939.21
INV (OUT): 939.21
72' - 18" RCP @ 1.00%72'
18" RCP
@ 1.00%
CB 230
RIM: 946.67
INV (IN): 940.18
INV (OUT): 939.93
145' - 15" RCP @ 1.00%
145' 15" RCP@ 1.00%
CB 231
RIM: 946.15
INV (IN): 942.00
INV (IN): 942.00
INV (OUT): 941.63
137' - 12" RCP @ 1.00%
137' 12" RCP@ 1.00%
-0+50
94
5
.
2
9
98
5
.
0
0+00
94
6
.
8
3
97
6
.
1
0+50
94
7
.
3
6
96
7
.
3
1+00
94
6
.
0
9
95
8
.
7
1+50
94
6
.
5
4
94
8
.
0
2+00
94
7
.
4
3
94
7
.
3
2+50
94
7
.
7
3
94
6
.
9
3+00
94
7
.
7
7
94
7
.
2
3+50
94
7
.
4
1
94
7
.
4
4+00
94
7
.
4
1
94
7
.
4
4+50
94
6
.
5
1
94
7
.
3
5+005+50
CB 227
RIM: 946.08
INV (OUT): 941.75
137' - 12" RCP @ 1.00%
137' 12" RCP@ 1.00%
CB 226
RIM: 947.31
INV (IN): 940.38
INV (OUT): 940.38
77' - 12" RCP @ 1.00%77'
12" RCP
@ 1.00%
CB 225
RIM: 947.12
INV (IN): 939.62
INV (OUT): 939.62
100' - 12" RCP @ 1.00%
100' 12" RCP@ 1.00%
CB 224
RIM: 946.32
INV (IN): 938.62
INV (OUT): 938.62
71' - 12" RCP @ 1.00%71'
12" RCP
@ 1.00%
CB 223
RIM: 945.90
INV (IN): 937.90
INV (OUT): 937.90
140' - 12" RCP @ 1.00%
140' 12" RCP@ 1.00%
CB 222
RIM: 945.29
INV (IN): 934.70
INV (IN): 936.50
INV (OUT): 934.45
C4.14
STORM PROFILE 6
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 156 of 308
ALIGNMENT: 200 - S of Baseball run
PROFILE VIEW: 200 SERIES - S OF BASEBALL RUN
DRAWING SCALE: 40
VERTICAL SCALE: 8
920
925
930
935
940
945
950
955
960
965
970
975
980
985
990
920
925
930
935
940
945
950
955
960
965
970
975
980
985
990
ALIGNMENT: 200 - East run along track
PROFILE VIEW: 200 SERIES - TRACK RUN
DRAWING SCALE: 40
VERTICAL SCALE: 7
910
915
920
925
930
935
940
945
950
955
960
910
915
920
925
930
935
940
945
950
955
960
-0+50
95
0
.
7
2
95
2
.
4
0+00
95
2
.
1
5
95
2
.
0
0+50
95
1
.
3
2
95
1
.
6
1+00
95
0
.
4
7
95
1
.
1
1+50
94
9
.
9
5
95
0
.
6
2+00
94
7
.
5
9
95
0
.
2
2+50
94
5
.
4
1
95
0
.
0
3+00
94
5
.
7
3
94
9
.
7
3+50
94
5
.
1
1
95
1
.
6
4+00
94
4
.
3
8
96
0
.
3
4+50
94
2
.
4
2
96
9
.
6
5+00
94
3
.
4
1
98
3
.
8
5+50
94
2
.
4
4
97
1
.
5
6+00
94
1
.
3
7
95
4
.
9
6+50 7+007+10
CB 217
RIM: 950.72
INV (OUT): 945.50
133' - 12" RCP @ 0.44%133' 12" RCP@ 0.44%
CB 216
RIM: 950.76
INV (IN): 945.02
INV (IN): 944.92
INV (OUT): 941.50
175' - 15" RCP @ 0.75%
175' 15" RCP@ 0.75%
CB 214
RIM: 945.13
INV (IN): 939.82
INV (IN): 940.19
INV (OUT): 939.19
194' - 15" RCP @ 0.70%
194' 15" RCP@ 0.70%
CB 243
RIM: 942.39
INV (IN): 937.83
INV (OUT): 936.33
186' - 18" RCP @ 0.60%
186' 18" RCP@ 0.60%
CB 213
RIM: 940.64
INV (IN): 930.36
INV (IN): 935.22
INV (OUT): 930.11
-0+20
93
9
.
6
1
92
6
.
5
0+00
93
9
.
1
8
92
4
.
6
0+50
93
8
.
9
3
92
4
.
3
1+00
93
8
.
6
8
92
3
.
7
1+50
93
8
.
4
3
92
3
.
2
2+00
93
8
.
4
8
92
3
.
2
2+50
93
7
.
1
3
92
3
.
3
3+00
93
6
.
5
4
92
3
.
2
3+50
93
8
.
0
0
92
3
.
5
4+00
94
0
.
0
6
92
3
.
9
4+50
94
1
.
6
2
92
4
.
2
5+00
94
2
.
9
4
92
5
.
2
5+50
94
3
.
4
7
92
6
.
8
6+00
94
3
.
7
9
92
8
.
3
6+50
94
4
.
2
7
93
0
.
3
7+00
94
4
.
7
6
93
2
.
1
7+50
94
4
.
7
8
93
3
.
8
8+00
94
5
.
0
6
93
5
.
4
8+509+009+10
CB 203
RIM: 939.61
INV (IN): 926.00
INV (IN): 925.25
INV (OUT): 924.25
CB 210
RIM: 944.34
INV (OUT): 939.00
203' - 30" RCP @ 1.20%
203' 30" RCP@ 1.20%
CB 204
RIM: 938.41
INV (IN): 933.33
INV (IN): 929.21
INV (OUT): 928.43
161' - 24" RCP @ 1.00%
161' 24" RCP@ 1.00%
CB 206
RIM: 936.22
INV (IN): 930.81
INV (OUT): 930.81
226' - 24" RCP @ 1.00%
226' 24" RCP@ 1.00%
CB 207
RIM: 943.39
INV (IN): 936.46
INV (IN): 938.40
INV (OUT): 933.07
223' - 12" RCP @ 1.00%
223' 12" RCP@ 1.00%
CB 209
RIM: 944.53
INV (IN): 938.69
INV (OUT): 938.69
C4.15
STORM PROFILE 7
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 157 of 308
ALIGNMENT: SD 2 - CB 212
PROFILE VIEW: BD 2 - CB 212
DRAWING SCALE: 40
VERTICAL SCALE: 8
925
930
935
940
945
950
955
960
925
930
935
940
945
950
955
960
ALIGNMENT: SD 1 - CB 211
PROFILE VIEW: BD 1 - CB 211
DRAWING SCALE: 40
VERTICAL SCALE: 8
920
925
930
935
940
945
950
955
960
920
925
930
935
940
945
950
955
960
ALIGNMENT: CB 231 - CB 232
PROFILE VIEW: CB 231 - CB 232
DRAWING SCALE: 40
VERTICAL SCALE: 8
935
940
945
950
955
960
965
935
940
945
950
955
960
965
95
5
.
6
1
94
7
.
5
0+00
95
5
.
2
8
94
7
.
4
0+50 1+00
CB 232
RIM: 947.46
INV (OUT): 943.00
97' - 12" RCP @ 1.03%
97' 12" RCP@ 1.03%
CB 231
RIM: 946.15
INV (IN): 942.00
INV (IN): 942.00
INV (OUT): 941.63
94
2
.
5
1
94
7
.
8
0+00
94
1
.
0
2
94
6
.
3
0+50
93
9
.
5
2
94
3
.
5
1+00 1+50
BD 2
RIM: 942.61
INV (OUT): 941.00
146' - 18" PVC
@
2
.
7
4
%
146' 18" PVC@ 2.74%
CB 212
RIM: 941.26
INV (IN): 928.76
INV (IN): 937.00
INV (OUT): 928.26
93
2
.
1
5
94
7
.
3
0+00
93
0
.
7
4
94
5
.
1
0+50 1+00
BD 1
RIM: 941.86
INV (OUT): 940.25
93' - 18" PVC @ 1.34%93'
18" PVC
@ 1.34%
CB 211
RIM: 943.82
INV (IN): 939.00
INV (IN): 926.40
INV (OUT): 926.40
C4.16
STORM PROFILE 8
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 158 of 308
ALIGNMENT: CB 200 - CB 202
PROFILE VIEW: CB 200 - CB 202
DRAWING SCALE: 40
VERTICAL SCALE: 8
915
920
925
930
935
940
945
950
955
915
920
925
930
935
940
945
950
955
ALIGNMENT: CB 216 - CB 219
PROFILE VIEW: CB 216 - CB 219
DRAWING SCALE: 40
VERTICAL SCALE: 8
930
935
940
945
950
955
960
965
930
935
940
945
950
955
960
965
ALIGNMENT: CB 204 - CB 205
PROFILE VIEW: CB 205 - CB 204
DRAWING SCALE: 40
VERTICAL SCALE: 8
910
915
920
925
930
935
940
945
950
955
910
915
920
925
930
935
940
945
950
955
ALIGNMENT: CB 207 - CB 208
PROFILE VIEW: CB 207 - CB 208
DRAWING SCALE: 40
VERTICAL SCALE: 8
915
920
925
930
935
940
945
950
955
960
915
920
925
930
935
940
945
950
955
960
95
4
.
6
9
94
9
.
4
0+00
95
4
.
5
1
95
0
.
4
0+50
95
3
.
8
4
95
0
.
5
1+00
95
2
.
7
2
95
1
.
0
1+50
95
1
.
7
9
95
1
.
2
2+00
CB 219
RIM: 949.45
INV (OUT): 945.00
CB 218
RIM: 950.18
INV (IN): 945.50
INV (OUT): 945.50
114' - 12" RCP @ -0.44%114' 12" RCP@ -0.44%109' - 12" RCP @ 0.44%109' 12" RCP@ 0.44%
CB 216
RIM: 950.76
INV (IN): 945.02
INV (IN): 944.92
INV (OUT): 941.50
92
9
.
5
3
94
1
.
4
0+00
92
8
.
5
4
94
1
.
3
0+50
92
7
.
9
7
94
1
.
1
1+00
CB 201
RIM: 941.28
INV (IN): 935.83
INV (OUT): 935.83
CB 202
RIM: 941.43
INV (OUT): 936.00
92' - 12" RCP @ 0.50%92'
12" RCP
@ 0.50%
35' - 12" RCP @ 0.49%35'
12" RCP
@ 0.49%
CB 200
RIM: 940.78
INV (IN): 923.43
INV (IN): 935.36
INV (OUT): 920.56
92
7
.
6
9
93
9
.
8
0+00
92
5
.
5
6
94
2
.
8
0+50
92
4
.
0
9
94
0
.
6
1+00
92
3
.
4
3
93
9
.
1
1+50
CB 205
RIM: 939.81
INV (OUT): 935.00
167' - 12" RCP @ 1.00%
167' 12" RCP@ 1.00%
CB 204
RIM: 938.41
INV (IN): 933.33
INV (IN): 929.21
INV (OUT): 928.43
92
5
.
3
9
94
7
.
4
0+00
92
5
.
1
2
94
7
.
6
0+50
92
6
.
3
9
94
3
.
3
1+00
105' - 18" RCP @ 2.
0
0
%
105' 18" RCP@ 2.00%
CB 207
RIM: 943.39
INV (IN): 936.46
INV (IN): 938.40
INV (OUT): 933.07
CB 208
RIM: 947.40
INV (OUT): 940.50
C4.17
STORM PROFILE 9
FEETSCALE
0
HORZ.
40 80
R
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
Page 159 of 308
C5.01
CIVIL DETAILS
10
"
6"
UNSUITABLE SOIL
TOPSOIL
REFER TO
STRUCTURAL
DRAWINGS
3'-0"
1
1
VA
R
I
E
S
NOTES:
1.BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S
REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL.
9
C5.01
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
BUILDING PAD
(ENGINEERED FILL)
1
1
2'-0"
6'
'
10
C5.01
BELOW GRADE BUILDING WALLS
NOT TO SCALE
C5.01
10
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
5'-0"20'-0"
5'
-
0
"
6'
-
0
"
4"
NOTE:
REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASE
11
C5.01
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
C5.02
17
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
.
13
C5.01
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)
14
C5.01
PIPE BEDDING - RCP
NOT TO SCALE
SUBGRADE
BACKFILL ABOVE
PIPE BEDDING
PIPE BEDDING
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"
17
C5.01
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
INFILTRATION AREA
LIMITS AS SHOWN ON PLAN
1
1
5
C5.01
INFILTRATION AREA SECTION
NOT TO SCALE
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 BASIN BOTTOM
STAKE
STAKE
EXCAVATE TO SUBGRADE
ELEVATION WITH A TOOTHED
BUCKET BACKHOE. RIP SOILS 6" TO
9" TO REMOVE COMPACTION
SEE INFILTRATION AREA
NOTE 7 FOR ENGINEERED
SOIL MIXTURE
GRASS
6" DEPTH
TOPSOIL
6
C5.01
5'
BACKFILL SUBGRADE
EXCAVATION WITH
ENGINEERED SOIL
MIXTURE
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.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.
6
C5.01
INFILTRATION AREA NOTES
NOT TO SCALE
48" MIN. CLAY
7
C5.01
POND CLAY LINER
NOT TO SCALE
FINISH GRADE
COMPACTED SOIL
HWL-924'
10'
1'
18
"
8
C5.01
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
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"
4
C5.01
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
16
C5.01
RIPRAP AT FLARED END SECTION
NOT TO SCALE
CLASS IV RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
CLASS IV RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
FABRIC SHALL COVER THE AREA
OF THE RIPRAP AND EXTEND
UNDER THE APRON 3' MIN
12
"
1
C5.01
SILT FENCE
NOT TO SCALE
2
C5.01
SEDIMENT CONTROL LOG
NOT TO SCALE
3
C5.01
ROCK CONSTRUCTION ENTRANCE
NOT TO SCALE
15
C5.01
RCP FLARED END SECTION (FES)
NOT TO SCALE
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
SECTION VIEW
FOAM DIMENSIONS
SHOWN ON DETAILS
2"
FOAM
11
2"
FOAM
1"
FOAM
2'
4"
10" MIN. IN
AREAS OF FOAM
12
C5.01
FOAM INSULATION AT
DOORS & FROST FOOTED STOOPS
NOT TO SCALE
C5.02
17
NOTE:
REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF FOAM
BUILDING
STOOP
FINISH GRADE
PREPARED
SUBGRADE
MINIMUM 4" SAND BASE ABOVE
AND BELOW FOAM SHEETS
CONCRETE WALK
OVER SAND BASE
FOAM
TAPER TO 4"
SAND DEPTH
OVER 2' DISTANCE
12"
DE
P
T
H
A
S
RE
Q
U
I
R
E
D
TRENCH DRAIN18
C5.01
NOT TO SCALE
12'' MIN
12
'
'
M
I
N
12'' MIN
TRENCH DRAIN ASSEMBLED IN THE FIELD
AS PER MANUFACTURER SPECIFICATIONS,
CAST IN 4" CONCRETE COLLAR
SECTIONAL
GRATE
FINISH GRADE
CONCRETE ENCASEMENTSTABILIZED
AGGREGATE BASE-
4" MIN
PREPARED
SUBGRADE
EXPANSION JOINT
Page 160 of 308
C5.02
CIVIL DETAILS
2'-0''2'-6''
6''
SECTION VIEW
PLAN VIEW
3'-0''
6'
'
2'
-
6
'
'
2'
-
0
'
'
C5.02
12
C5.02
11
C5.02
12
C5.02
11
C5.02
17
CONCRETE HYDRANT SLAB14
C5.02
NOT TO SCALE
EDGE OF WALK / ASPHALT
EXPANSION JOINT (IF
ADJACENT TO CONCRETE)
EDGE OF WALK / ASPHALT
HYDRANT
SLAB LIMITS
HYDRANT SLAB
SLO
P
E
T
O
W
A
R
D
S
CAS
T
I
N
G
A
T
2
%
5'
R
.
C5.02
17
C5.03
12
CONCRETE SLAB AT CATCH BASIN15
C5.02
NOT TO SCALE
ASPHALT PAVEMENT
EDGE OF ASPHALT
PAVEMENT PROJECTED
CATCH BASIN CASTING
CONCRETE
CONSTRUCTION JOINT
C5.03
10
TURFGRASS FLUSH
WITH TOP OF WALK
WALK WIDTH AS
LABELED ON PLAN
12"
MI
N
.
4
"
DE
P
T
H
C5.03
11
C5.03
2
CONCRETE WALK17
C5.02
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
PREPARED SUBGRADE
PROVIDE 2% CROSS SLOPE (MAX.)
UPHILL
SIDE
PROVIDE TOOLED EDGE (WITH
EXPANSION JOINT AND CAULK
SEALANT AT ALL STOOPS AND
BUILDING AREAS)
BUILDING WALL
TREATMENT AT
BUILDING
TREATMENT AT
DOWNHILL SIDE
1'
'
TURFGRASS RECESSED 1"
BELOW WALK SURFACE DOWNHILL
SIDE
C5.03
12
C5.03
4
3'-0"
10
"
10
"
1'
'
T
Y
P
I
C
A
L
3'-0"
CONCRETE SLAB16
C5.02
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
8
C5.02
WATERMAIN OFFSET
NOT TO SCALE
9
C5.02
THRUST BLOCK
NOT TO SCALE
11
C5.02
GATE VALVE AND VALVE BOX
NOT TO SCALE
10
C5.02
FIRE HYDRANT
NOT TO SCALE
12
C5.02
HYDRANT TRACER WIRE
NOT TO SCALE
3"3"
3"
SUBSURFACE DRAIN6
C5.02
NOT TO SCALE
C5.03
2
C5.03
11
C5.03
12
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
SUBSURFACE DRAIN SHALL BE 30' MINIMUM
UNLESS NOTED OTHERWISE.
C5.03
4
5''
1'
-
4
"
4'
-
0
"
27"
4'-0"
16
"
O
.
C
.
NOTE:
BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT
7"
VA
R
I
A
B
L
E
16
"
M
A
X
.
CL FLOW
FLOW
SANITARY SEWER MANHOLE7
C5.02
NOT TO SCALE
COVER SHALL BE STAMPED
"SANITARY SEWER"
METAL SEWER CASTING - REFER TO
PLAN FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING
RINGS. GROUT BETWEEN RINGS,
CASTING, AND ALONG OUTSIDE.
PRECAST CONCRETE ECCENTRIC CONE
STEPS - INSTALL ON
DOWNSTREAM SIDE
@ 16'' O.C.
RUBBER GASKET - TYP
AT ALL JOINTS
SLOPE AT 2 IN./FT. (TYP)
RUBBER BOOTRUBBER
BOOT
GROUT TO 1/2 PIPE
INTEGRAL BASE SECTION
SLOPE @ 2 IN./FT.
(TYP)
"RIM ELEVATION"
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
FLOW
1
C5.02
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
2
C5.02
STORM SEWER MANHOLE
NOT TO SCALE
15" DRAIN TILE
15" x 15" x 6"
SOLVENT WELD
WYE WITH 45° BEND
6" PVC SOLVENT
WELD PVC 45° BEND
6" PVC RISER-
HEIGHT VARIES
6" FERNCO
COUPLING
FERNCO STRAP
(2 REQUIRED)
FIELD SURFACE
(FINISH GRADE)
NEENAH R-4018
DRAIN AND GRATE
TRACK SURFACE
FINISH GRADE
5
C5.02
RISER INLET (RI)
NOT TO SCALE
1
1
1
1
48
"
S
A
N
D
S
U
B
B
A
S
E
C5.03
1 CONCRETE V-GUTTER -
REFER TO DETAIL
5"
A
G
L
I
M
E
4
C5.02
OUTLET CONTROL STRUCTURE
NOT TO SCALE
VARIES
FLOW
FLOW
6
1
CATCH BASIN3
C5.02
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
13
C5.02
DETAIL NOT USED
NOT TO SCALE
Page 161 of 308
C5.03
CIVIL DETAILS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
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"
12"
1
2 AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)
7"
B-612 CURB AND GUTTER2
C5.03
NOT TO SCALE
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
8"
FACE OF CURB
1:3
3" RADIUS
6"
6"
12"
12"
5'-0" TAPER
SLOPE TOP OF CURB DOWN TO GUTTER
C5.03
2
B-612 CURB TERMINATOR3
C5.03
NOT TO SCALE
GUTTER UNIFORM ELEVATION
12"
4"
7"
12"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' ON EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.
1
2
D-412 CURB & GUTTER4
C5.03
NOT TO SCALE
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).
FACE OF CURB
8"
4"
1
2" RADIUS
AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)
6"3"6"3"6"
2'-0"
7"
5
1 2"
CONCRETE V-GUTTER1
C5.03
NOT TO SCALE
FIELD FINISH GRADE TRACK FINISH GRADE
CONCRETE V-GUTTER
1" RADIUS (TYP)
SAND SUBBASE
SLOPE 3
4" PER FOOT
2'-0"
CURB/SAFETY STRIPE PAINTING7
C5.03
NOT TO SCALE
6" WIDE YELLOW
SAFETY STRIPE
PAINT CURB YELLOW
12"
4'
12"
12"
C5.03
4
D-412 CURB TERMINATOR5
C5.03
NOT TO SCALE
10' T
R
A
N
S
I
T
I
O
N
C5.03
2
C5.03
4
CURB TRANSITION D-412 TO B-6126
C5.03
NOT TO SCALE
PROVIDE EXPANSION
JOINT AT ENDS
OF TRANSITION (TYP.)
4'
4'
CONCRETE RAISED CROSSWALK8
C5.03
NOT TO SCALE
C5.03
2
C5.02
17
C5.03
12
TOP OF GUTTER
UNIFORM SLOPE
(TYPICAL)
PAINTED CROSSWALK (TYPICAL)
WHERE WHITE MARKINGS ARE PLACED ON CONCRETE
PAVEMENTS, BLACK PAINT SHALL BE PLACED PRIOR TO THE
WHITE PAINT BEING APPLIED AND SHALL EXTEND ONE INCH
BEYOND THE WHITE PAINT STRIPE. (FOR EXAMPLE, A 4"
WHITE PAINT STRIPE SHALL HAVE A 6" BLACK PAINT STRIPE
UNDERNEATH TO PROVIDE SUFFICIENT CONTRAST).
SLOPE GUTTER UP TO BE FLUSH WITH TOP
OF CURB OVER 4' (TYPICAL)
13
.
5
"
11
C5.03
MEDIUM DUTY ASPHALT PAVEMENT
(WITH SAND SUBBASE)
NOT TO SCALE
1.5" ASPHALT WEAR COURSE
TACK COAT
2" ASPHALT BINDER COURSE
10" STABILIZED AGGREGATE BASE
18" SELECT GRANULAR SUBBASE
12" MIN. SUBGRADE PREPARATION
GEOTEXTILE FABRIC
16
"
12
C5.03
HEAVY DUTY ASPHALT PAVEMENT
NOT TO SCALE
24" SELECT GRANULAR SUBBASE
12" MIN. SUBGRADE PREPARATION
GEOTEXTILE FABRIC
1.5" ASPHALT WEAR COURSE
TACK COAT
2.5" ASPHALT BINDER COURSE
12" STABILIZED AGGREGATE BASE
2"
10
C5.03
LIGHT DUTY ASPHALT PAVEMENT
NOT TO SCALE
PAVEMENT LIMIT AS SHOWN
ON PLAN
3" ASPHALT WEAR COURSE
6" STABILIZED AGGREGATE BASE
12" MIN. SUBGRADE
PREPARATION
PROVIDE 2% CROSS SLOPE
(MAX., 1.5% MIN.) REFER TO
GRADING PLAN FOR DIRECTION
6"
6"
M
I
N
NET POST TENNIS NET CENTER
STRAP ANCHOR
10
'
-
0
"
VARIES
(REFER TO
PLAN)
GATE
COURT FENCING
7'
-
0
"
TENNIS COURT FENCING, NET POSTS
AND CENTER STRAP ANCHOR
14
C5.03
NOT TO SCALE
3'
-
6
'
'
PAVEMENT SECTION
18'' DIAM. X 60'' DEPTH
CONCRETE FOOTING
NET POST
CENTER STRAP ANCHOR
12'' DIAM. X 24'' DEPTH
CONCRETE FOOTING
15
8" TOP RAIL
4" GATE AND
CORNER POSTS
27
8'' LINE POSTS
15
8" MIDDLE RAIL
(CONTINUOUS)
15
8" BOTTOM RAIL
(CONTINUOUS)
15'' DIAM. X 54'' DEPTH
CONCRETE FOOTING
15" DIAM. X 54'' DEPTH
CONCRETE FOOTING
V-GROOVE CAP
1
4'' CENTER STRAP PIN
C5.03
13
2'' X 2'' #9 GAUGE FABRIC
LINE POSTS MAY NOT
BE AIR DRIVEN
POST SPACING SHALL
NOT EXCEED 8' O.C.
BOTTOM RAIL SHALL BE
PLACED NO MORE THAN 11
2''
ABOVE FINISH GRADE
9"
57
"
FI
N
I
S
H
G
R
A
D
E
TO
S
U
B
G
R
A
D
E
ATHLETIC ASPHALT PAVEMENT
TENNIS COURTS
13
C5.03
NOT TO SCALE
3" MIN.
11
2" ASPHALT BINDER COURSE
6" STABILIZED AGGREGATE BASE
48" SAND SUBBASE
11
2" ASPHALT WEAR COURSE
UTILITY TRACER
WIRE (TYPICAL)
ACRYLIC SURFACE
TACK COAT
9
C5.03
PEDESTRIAN CURB RAMPS
NOT TO SCALE
5"
1
1
ATHLETIC ASPHALT PAVEMENT
RUNNING TRACK & FIELD EVENTS
15
C5.03
NOT TO SCALE
53
'
'
F
I
N
I
S
H
G
R
A
D
E
TO
S
U
B
G
R
A
D
E
5'
'
5" AGLIME
48" SAND SUBBASE
Page 162 of 308
C5.04
CIVIL DETAILS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
10'-0"
10'-
0
"
30
'
-
0
"
30'-0" CENTER SECTION
12'' WHERE
A
P
P
L
I
C
A
B
L
E
10'-0"
30'-0"
4'
-
6
"
20' WINGS
2'
-
0
"
2'
-
0
"
8'
-
0
"
14
'
-
0
"
2'
-
0
"
PLAN
ELEVATION
SECTION
BACKSTOP-BASEBALL2
C5.04
NOT TO SCALE
C5.04
10
C5.04
10
4" DIA. CORNER
POSTS (TYP)
MAINTENANCE STRIP
27
8'' DIA. LINE POSTS
(TYP)
4" DIA. END AND
CORNER POSTS (TYP)
15
8" DIA. RAILS
27
8" DIA. LINE POSTS (TYP)
MAINTENANCE
STRIP
FABRIC 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'' DIA. END
POSTS (TYP)
SUBGRADE SOILS
PLAYERS DUGOUT WITH BENCH4
C5.04
NOT TO SCALE
C5.02
16
C5.04
10
C5.04
11
8' CHAIN LINK FENCE
BENCH
FLUSH - PROVIDE
EXPANSION JOINT
CONCRETE
SLAB
CONCRETE
MAINTENANCE
STRIP
12'' x 48'' CONCRETE
FOOTING
TURFGRASS ON
BALLFIELD
CONCRETE FOOTING
CONCRETE FOOTING
FOUL TERRITORYFIELD OF PLAY
TOP OF CONCRETE 6''
BELOW FINISH GRADE
134"
CL
CLDEPTH / ALIGNMENT
PLATE
RIGHT FIELD CORNER (SHOWN)
LEFT FIELD CORNER (OPPOSITE)
FO
U
L
T
E
R
R
I
T
O
R
Y
FA
I
R
T
E
R
R
I
T
O
R
Y
10
'
-
6
"
FOUL POLE5
C5.04
NOT TO SCALE
CONCRETE FOOTING
FOUL LINE NOTCH
OUTFIELD FENCE
OUTSIDE EDGE OF
FOUL LINE
UPRIGHT
VISION SCREEN
MAIN STANDARD
CONCRETE FOOTING
MIN. REINFORCEMENT
REQUIRED (4) #5 REBAR
FINISH GRADE
TOP RAIL
TENSION BAR SECURED TO FOUL POLE
WITH TENSION BANDS 15'' O.C.
BOTTOM RAIL
GROUND SLEEVE
18'' DIAM. x 72'' DEPTH
CONCRETE FOOTING
TENSION BAND
RAIL END CUP
C5.04
11
ATTACH FENCE TO FOUL
POLE WITH TENSION
BAND 15'' O.C.
TENSION BAR
RAIL END CUP
TOP RAIL (SHOWN)
6"
1
1 2"
3'
-
0
"
6"
NOTES:
1.INSTALL RADIUS POINTS PRIOR TO DRAINAGE ROCK/PRESCRIBED TOPSOIL INSTALLATION TO AVOID
CONTAMINATION OF ROCK/TOPSOIL
2.HORIZONTAL TOLERANCE: 0.05 FEET IN ANY DIRECTION
TRACK RADIUS POINTS7
C5.04
NOT TO SCALE
FINISH GRADE
3
4" GALVANIZED
STEEL PIPE
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
)
3'
-
0
'
'
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 IN GRASS
15
C5.04
NOT TO SCALE
POST TOP
METAL SIGN ACCORDING TO
MN STATE STATUTE 169.346
(MNMUTCD R7-8m)
31
2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
PROVIDE "VAN-ACCESSIBLE"
LABELING (MNMUTCD R7-8bP)
- PROVIDE AT ONE STALL
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
16
C5.04
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
13
C5.04
NOT TO SCALE
POST TOP
REFER TO PLAN
FOR SPECIFIC SIGN
METAL SIGN
31
2" FLANGED CHANNEL SIGN
POST PER Mn/DOT 3401
2"
7'
-
0
"
-
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TRAFFIC SIGN AND POST
WITH BREAKAWAY BASE
14
C5.04
NOT TO SCALE
REFER TO PLAN
FOR SPECIFIC SIGN
METAL SIGN
2" x 2" 12 GAUGE SQUARE
POST PER Mn/DOT 3402
BREAKAWAY SIGN BASE BOLTED
TO CONCRETE SURFACE
4'
-
0
"
3'
-
0
"
1'
-
0
"
1'-6"
C5.02
16
BOLLARD9
C5.04
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
NOTE:
PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING
WHEN FULLY CLOSED AND LATCHED.
GATE LATCH12
C5.04
NOT TO SCALE
11
2" LONG HANDLE
(ONE ON EACH SIDE
OF LATCH)
LATCH RECEIVER
(ONE EACH SIDE
OF LATCH)
LATCH ARM (ONE ON
EACH SIDE OF GATE)
LATCH HINGE
SECURE LATCH TO GATE
PROVIDE MECHANISM TO ALLOW
GATE TO BE SECURED WITH
PAD LOCK
SECURE LATCH
RECEIVER TO GATE
GATE LATCH
CLAMP SECURED
TO GATE POST
LIFT HANDLE
LATCH
LIFT HANDLE RECEIVER
PROVIDE HOLE THROUGH LIFT
HANDLE AND RECEIVER TO
ACCOMMODATE PAD LOCK
(PAD LOCK BY OWNER)LIFT HANDLE
RECEIVER CLAMP
SECURED TO GATE
POST
SINGLE SWING GATE LATCH
DOUBLE SWING GATE LATCH
15"
4"
3"
2"
PLAN
SECTION
CONCRETE MAINTENANCE STRIP10
C5.04
NOT TO SCALE
C5.03
10
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
C5.03
13
HE
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NOTES:
1. END, CORNER, AND PULL POSTS SHALL BE 4". LINE
POSTS SHALL BE 27
8".
2. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE
FABRIC UNLESS NOTED OTHERWISE.
3. LINE POSTS MAY BE AIR DRIVEN.
4. POST SPACING SHALL NOT EXCEED 10' O.C.
5. BOTTOM RAIL SHALL BE PLACED NO MORE THAN
2" ABOVE FINISH GRADE.
6"
CHAIN LINK FENCE WITH
MAINTENANCE STRIP
11
C5.04
NOT TO SCALE
C5.04
10
15
8" TOP RAIL
CHAIN LINK FENCE
15
8" BOTTOM RAIL
FINISH GRADE
CONCRETE MAINTENANCE STRIP
CONCRETE FOOTING 12" x 48"
FOR END, CORNER, GATE, AND
PULL POSTS
5.00'
8
C5.04
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
10'-0"
10
'
-
0
"
20
'
-
0
"
20'-0" CENTER SECTION
12'' WHERE
APPLICABLE
10'-0"
2
0
'
-
0
"
4'
-
6
"
20' WINGS
2'
-
0
"
2'
-
0
"
8'
-
0
"
14
'
-
0
"
2'
-
0
"
PLAN
ELEVATION
SECTION
BACKSTOP-SOFTBALL3
C5.04
NOT TO SCALE
C5.04
10
C5.04
10
4" DIA. CORNER
POSTS (TYP)
MAINTENANCE STRIP
27
8'' DIA. LINE POSTS
(TYP)
4" DIA. END AND
CORNER POSTS (TYP)
15
8" DIA. RAILS
27
8" DIA. LINE POSTS (TYP)
MAINTENANCE
STRIP
FABRIC 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'' DIA. END
POSTS (TYP)
INSTALL AT CORNERS OF ALL FIELDS AND
AT OUTFIELD FOUL LINES OF SOFTBALL
AND BASEBALL FIELDS
PINS SHALL BE INSTALLED BY A REGISTERED
LAND SURVEYOR
6"
1'
-
6
"
FIELD MARKING PINS6
C5.04
NOT TO SCALE
FINISH GRADE OF FIELD
3
4" DIAM. REBAR
10'
3'
-
0
"
3'-0"7'-0"
EXTENDED
MAINTENANCE STRIP
LIMITED ACCESS OPENING1
C5.04
NOT TO SCALE
MAINTENANCE
STRIP - REFER TO
STRUCTURAL PLANS
3'-0"
0'
-
7
.
5
"
Page 163 of 308
C5.05
CIVIL DETAILS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
DATELIC. NO.
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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
DAVID A. REY
40180 07/31/2024
Check:
Drawn:
Date:
Comm:
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1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DAR
JDO
1'-0"
MIN
1'-0"
MIN
CONIFEROUS TREE3
C5.05
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 TREE4
C5.05
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.)
SHRUB1
C5.05
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.
PLAN
SECTION
PERENNIALS AND CONTAINER
GROWN PLANT STOCK
2
C5.05
NOT TO SCALE
EDGING
PLANT ALL PERENNIALS AND
CONTAINER GROWN PLANT STOCK
AT EQUAL TRIANGULAR SPACING
4" DEPTH WOOD MULCH
PLANTING SOIL
4"
M
I
N
.
WOOD MULCH BED5
C5.05
NOT TO SCALE
FINISH GRADE
6'' MIN TOPSOIL EDGING
FINISH GRADE
WOOD MULCH
SUBGRADE
Page 164 of 308
D
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S
S
D
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D
D
D
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S
D
S
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
F
O
L
FOL
FOL
FOL
FOL
FO
L
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
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I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
B
I
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U
M
I
N
O
U
S
B
I
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U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
GRAVEL
GRAV
E
L
GR
A
V
E
L
GRA
V
E
L
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
OH
E
OH
E
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
N
C
R
E
T
E
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
UG
C
(
P
)
G
A
S
2639.45
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
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E
L1.01
LANDSCAPING PLAN
OVERALL
FEETSCALE
0
HORZ.
100 200
R
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
3.REFER TO SWPPP NARRATIVE, SHEET C2.12, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL
REQUIREMENTS.
4.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH
SODDING OR SEEDING.
5.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.
6.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.
7.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.
8.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR
PROCEDURE.
9.ALL TREES SHALL BE BALLED AND BURLAPPED.
10.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED.
11.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.
12.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN
6'.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
1"=100'
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
Page 165 of 308
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>>
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>
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TENNIS COURTS
LIFT
STATION
FO
L
FO
L
FO
L
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UG
E
UGE
UGE B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
UG
C
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UG
C
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
G
A
S
SOD
SOD
(3) QUEL
(1) TIAB
(3) TIAB
(2) PIPU
(2) PIPO
(1) PIPU
(1) PIPU
NATIVE SHORT PRAIRIE
(2) PIPO(1) PIRE(2) ACFS
(2) ACSP
(3) PIAB
(1) POTR
(3) GYDE
(3) PIMT
(2) ULAS
(3) QURU
(1) QUMA
(2) PISY
(2) ULAV
(2) QUAL
(1) QUMA
(4) PINI
(1) QUBI
(2) CEOC
(2) PIAB
(2) TIMH
(1) QUBI
(2) OSVI
(2) TIMH (1) OSVI (1) TIMH
(2) GYDU
(2) ULAS
(3) GYDU
(2) ULAV
(3) ACRN
(3) ULAS
(3) CCGI
(1) QURU (1) PIRE
(2) OSVI
NATIVE SEED MIX #2
NATIVE SEED MIX #2
SOD (10) CG
5
C5.05
MATCHLINE
D
S
S
S
S
D
D
D
D
D
S
S
D
S
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OHE
OHE
OH
E
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GAS
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
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S
B I T
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OHE
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
CO
N
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UG
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(
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C
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UGC
(
P
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C
(
P
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C
(
P
)
UG
C
W (
P
)
W (P
)
W (
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W (
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W (
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W (P
)
W (P
)
W (
P
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UG
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(
P
)
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S
2639.45
SOUTHWEST
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
L1.02
LANDSCAPING PLAN
SOUTHWEST
KEYMAP
1"=400'FEETSCALE
0
HORZ.
30 60
R
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
Page 166 of 308
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BUS LOT
POND A
INFILTRATION AREA
SOD
SOD
NATIVE SHORT PRAIRIE
(3) ACRN
(3) POTR
(2) BENI
(2) CEOC
(3) QUBI
(3) ACFA
(1) QUMA
(3) SAPC
(3) CCGI
(3) CEOC
(3) ACSJ
(3) PODS
(3) SAPC
(3) PICE
(2) PISY
(2) PICE
(4) PIME
(3) BENI
(3) PISY (3) GYDU (3) PIRE
(2) AEAM
(3) ACFA
(2) PISY
(3) PODS
(3) BENI
(1) TIAR
(2) CASP (2) PIPO
(1) PIPO(2) TIMH
SOD
SOD
NATIVE SEED MIX #2
SOD
SEED MIX #2
(8) CG
(10) CG
5
C5.05
5
C5.05
MATCHLINE
(7) AME
NATIVE SEED MIX #1
D
S
S
S
S
D
D
D
D
D
S
S
D
S
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OHE
OHE
OH
E
OH
E
OH
E
UG
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UGE
UGE
UGE
UGE
UG
E
UG
E
B I T
U
M
I
N
O
U
S
B I T
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I
N
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GRAVEL
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GRA
V
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U
S
P
A
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H
OH
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OH
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OHE
OHE
OHE
OHE
OHE
OHE
CO
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C
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E
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C
(
P
)
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C
(
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C
(
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S
E
M
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S
S
P
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T
B
U
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C
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A
D
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O
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UGC
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (
P
)
W (P
)
W (
P
)
W (
P
)
W (
P
)
W (P
)
W (P
)
W (
P
)
UGE
UG
C
(
P
)
2639.45
SOUTHEAST
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
L1.03
LANDSCAPING PLAN
SOUTHEAST1"=400'
KEYMAP
FEETSCALE
0
HORZ.
30 60
RNOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
Page 167 of 308
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III
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>
PROPOSED BUILDING
MAIN LOT
SERVICE LOT
FO
L
FO
L
FO
L
FO
L
F
O
L
F
O
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UGE
UGE
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
B
I
T
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M
I
N
O
U
S
B
I
T
U
M
I
N
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U
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B
I
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U
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I
N
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S
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
OHE
CO
N
C
R
E
T
E
RO
S
E
M
O
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N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UG
C
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
UG
C
(
P
)
SOD
NATIVE SEED MIX #3
NATIVE SEED MIX #3
NATIVE SEED MIX #3
SOD
SOD
SOD
SOD
(2) PIPO
(1) PIPU
(1) PIPU
NATIVE SHORT PRAIRIE
(2) PIPO(1) PIRE(2) ACFS
(2) ACSP
(3) PIAB
(1) POTR
(1) ACSP
(1) QURU (1) PIRE
(2) OSVI
(2) PICH
(3) PIMT
(2) PICH
(1) QURU
(2) OSVI
(2) PIMT
(1) OSVI
(1) PIMT
(1) QURU
(4) THOC
(2) TICG
(3) AGAB
(2) PIGL
(2) PICH
(3) AGAB
(2) GTIS
(3) ACFB(1) GTIS
(2) PIGL
(3) THOC
(1) PICH
(2) ACRN
(1) ACRN
(2) TIAB
(1) ACRN
(1) QUMA
(3) PEPO
(2) QUAL
(1) POTR
(3) PIRE
(1) POTR
(2) ULAS
(1) QUAL
(3) PIAB
(2) PICH
(2) ULCA
(1) GTII
(2) GYDE
(1) ULCA
(2) GTII
(2) PIGL
(1) TIAB
(1) CEOC
(1) CEOC
(3) CCGI
(2) GIBA
(1) QUAL
NATIVE SEED MIX #2
(2) QUEL
(3) ACFJ
NO TREES PLANTED WITHIN EASEMENTS
(3) GIBA
(1) ACRF
(2) GYDE
(3) GTIS
(2) ACRF
(1) GTIS
(3) GIBP
(2) PINI
(7) TT
(4) TT
(3) CS
(7) CS
(2) CG
(5) CG
(6) CS
(50) RG
(6) RG
(8) RG
(8) RG
5
C5.05
5
C5.05
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
(7) CG
(3) PAC
D
S
S
S
S
D
D
D
D
D
S
S
D
S
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FO
L
FOL
FOL
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
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B I T
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OH
E
OH
E
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OHE
OHE
OHE
OH
E
OHE
OHE
OHE
OHE
OH
E
CON
C
R
E
T
E
UGC
(
P
)
UG
C
(
P
)
UG
C
(
P
)
RO
S
E
M
O
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N
T
B
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S
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(
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C
(
P
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C
(
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W (
P
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W (P
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W (P
)
W (
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W (P
)
W (
P
)
W (
P
)
W (P
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UG
E
UG
C
(
P
)
GA
S
2639.45
WEST
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
L1.04
LANDSCAPING PLAN
WEST
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
Page 168 of 308
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BUS LOT
PRACTICE FIELD #1
8-LANE TRACK
PRACTICE FIELD #4
BASEBALL
SOD
SOD
NATIVE SHORT PRAIRIE
SOD
(3) PODS
(3) SAPC
(3) PICE
(2) PISY
(2) PICE
(4) PIME
(3) BENI
(3) PISY (3) GYDU (3) PIRE
(2) AEAM
(3) ACFA
(2) PISY
(3) ACFB
(2) ULJP
(2) GTII
(1) ULJP
(1) QUMA
(2) CEOC
(2) ACFJ
(1) TIAR
(2) CASP
(1) TIAR
(2) POTR
(2) PIPO
(3) CASP
(2) POTR
(1) PIPO
(1) POTR
(1) PIPO
(2) PIRE
(2) PIPO
(3) PISY
(2) AEAM
(2) TIAR
(3) PICE
(3) OSVI
(1) PICE
(3) ACFA
(3) PIPO
(3) CASP
(2) PICE
(2) TIAM
(2) QURU
(2) QUMA
(2) PIPU
(2) TIMH
(2) PIGL
SEED MIX #2
SEED MIX #1
SOD
NATIVE SEED MIX #2
SOD
SEED MIX #2
SEED MIX #1
5
C5.05
MA
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MATCHLINE
MA
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FO
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FO
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FO
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FO
L
FO
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FOL
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
OH
E
OH
E
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
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OH
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OH
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UG
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UGE
UGE
UGE
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OH
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CO
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T
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UG
C
(
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(
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UGC
(
P
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(
P
)
UG
C
(
P
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UG
C
W (P
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W (
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W (P
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W (
P
)
W (P
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W (P
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W (
P
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UG
C
(
P
)
2639.45
EAST
MAT
C
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MA
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MATCHLINE
MATCHLINE
MATCHLINE
MA
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L1.05
LANDSCAPING PLAN
EAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
Page 169 of 308
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(
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NORTHWEST
MAT
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MATCHLINE
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MATCHLINE
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BASEBALL
F
O
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FOL
FOL
FOL
FOL
FO
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FO
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UG
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UG
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GA
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GRAV
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GR
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OH
E
OH
E
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OH
E
OH
E
OH
E
OH
E
OH
E
UG
C
(
P
)
W
(
P
)
(1) ACRN
(1) QUAL
(3) ULCA
(2) QUAL
(2) ACFS
(1) PIGL
(2) BEPL
(2) ULJP
(2) PICH
(1) PIGL
(3) ACSB
(3) THOC
(2) GYDU
(2) ULJP
(2) ACFS
(2) PIMT
(1) PIMT
(2) ACSB
(3) TIAM
(1) ACSBNATIVE SEED MIX #2
NATIVE SEED MIX #2
NO TREES PLANTED WITHIN EASEMENTS
MA
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MATCHLINE
MA
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L1.06
LANDSCAPING PLAN
NORTHWEST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
Page 170 of 308
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BASEBALL
SOD
(3) ACFB(1) GTIS
(2) PIGL
(1) ACRN
(2) ULJP
(2) GTII
(1) ULJP
(1) PIGL
(3) ACSB
(3) THOC
(2) GYDU
(2) PIGL
(3) PIAB
(2) PIGL
SEED MIX #1
MA
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MA
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C
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D
S
FO
L
FO
L
FO
L
FO
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L
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OHE
OHE
OH
E
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UG
C
(
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UG
C
(
P
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UG
C
(
P
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(
P
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C
(
P
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UG
C
(
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UG
C
W (
P
)
W (P
)
W (
P
)
W (
P
)
W (
P
)
W (P
)
W (P
)
W (
P
)
UGE
UG
C
(
P
)
2639.45
NORTH
MAT
C
H
L
I
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E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
L1.07
LANDSCAPING PLAN
NORTH
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
TREES
ACRF 3 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B
ACRN 7 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B
ACSB 6 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B
ACSJ 5 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B
ACSP 3 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B
ACFA 9 ACER X FREEMANII 'AF#1'FIREFALL™ FREEMAN MAPLE 2.5" CAL.B&B
ACFB 5 ACER X FREEMANII 'BAILSTON'MATADOR™ FREEMAN MAPLE 2.5" CAL.B&B
ACFJ 5 ACER X FREEMANII 'JEFFERSRED'AUTUMN BLAZE® FREEMAN MAPLE 2.5" CAL.B&B
ACFS 8 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B
AEAM 4 AESCULUS X ARNOLDIANA 'AUTUMN SPLENDOR'AUTUMN SPLENDOR ARNOLD BUCKEYE 2.5" CAL.B&B
BENI 8 BETULA NIGRA RIVER BIRCH 2.5" CAL.B&B
BEPL 5 BETULA PLATYPHYLLA 'JEFPARK'PARKLAND PILLAR® ASIAN WHITE BIRCH 2.5" CAL.B&B
PEPO 3 BETULA POPULIFOLIA 'WHITESPIRE'WHITESPIRE GRAY BIRCH 2.5" CAL.B&B
CASP 8 CATALPA SPECIOSA NORTHERN CATALPA 2" CAL.B&B
CEOC 11 CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL.B&B
GIBA 5 GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD MAIDENHAIR TREE 2.5" CAL.B&B
GIBP 3 GINKGO BILOBA 'THE PRESIDENT'PRESIDENTIAL GOLD® MAIDENHAIR TREE 2.5" CAL.B&B
GTII 5 GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'IMPERIAL® HONEY LOCUST 2.5" CAL.B&B
GTIS 7 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'SKYLINE® HONEY LOCUST 2.5" CAL.B&B
GYDE 7 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE 2.5" CAL.B&B
GYDU 12 GYMNOCLADUS DIOICA 'UMNSYNERGY'TRUE NORTH™ KENTUCKY COFFEETREE 2.5" CAL.B&B
OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B
PODS 8 POPULUS DELTOIDES 'SIOUXLAND'EASTERN COTTONWOOD SIOUXLAND 2.5" CAL.B&B
POTR 11 POPULUS TREMULOIDES QUAKING ASPEN 2.5" CAL.B&B
QUAL 8 QUERCUS ALBA WHITE OAK 2.5" CAL.B&B
QUBI 5 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B
QUEL 5 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK 2.5" CAL.B&B
QUMA 7 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B
QURU 11 QUERCUS RUBRA RED OAK 2.5" CAL.B&B
SAPC 6 SALIX X 'PRAIRIE CASCADE'PRAIRIE CASCADE WILLOW 2.5" CAL.B&B
TIAB 7 TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDEN 2.5" CAL.B&B
TIAM 11 TILIA AMERICANA 'MCKSENTRY'AMERICAN SENTRY® LINDEN 2.5" CAL.B&B
TIAR 10 TILIA AMERICANA 'REDMOND'REDMOND AMERICAN LINDEN 2.5" CAL.B&B
TICG 5 TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN 2.5" CAL.B&B
TIMH 7 TILIA MONGOLICA 'HARVEST GOLD'HARVEST GOLD LINDEN 2.5" CAL.B&B
ULAP 4 ULMUS AMERICANA 'PRINCETON'PRINCETON ELM 2.5" CAL.B&B
ULAS 9 ULMUS AMERICANA 'ST. CROIX'FIRST EDITIONS® ST CROIX™ AMERICAN ELM 2.5" CAL.B&B
ULAV 4 ULMUS AMERICANA 'VALLEY FORGE'VALLEY FORGE AMERICAN ELM 2.5" CAL.B&B
ULJP 7 ULMUS JAPONICA X PUMILA 'NEW HORIZON'NEW HORIZON ELM 2.5" CAL.B&B
ULCA 10 ULMUS X 'CATHEDRAL'CATHEDRAL ELM 2.5" CAL.B&B
ORNAMENTAL TREES
AGAB 6 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.5" CAL.B&B
CCGI 6 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN 1.5" CAL.B&B
CONIFERS
PIAB 11 PICEA ABIES NORWAY SPRUCE 6` HT.B&B
PIGL 14 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B
PIME 12 PICEA MEYERI MEYER SPRUCE 6` HT.B&B
PIPU 12 PICEA PUNGENS COLORADO SPRUCE 6` HT.B&B
PICE 11 PINUS CEMBRA SWISS STONE PINE 6` HT.B&B
PICH 11 PINUS CEMBRA 'HERMAN'PRAIRIE STATESMAN® SWISS STONE PINE 6` HT.B&B
PIMT 12 PINUS MUGO 'TANNENBAUM'TANNENBAUM MUGO PINE 6` HT.B&B
PINI 13 PINUS NIGRA AUSTRIAN PINE 6` HT.B&B
PIPO 19 PINUS PONDEROSA PONDEROSA PINE 6` HT.B&B
PIRE 14 PINUS RESINOSA RED PINE 6` HT.B&B
PISY 18 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B
THOC 13 THUJA OCCIDENTALIS AMERICAN ARBORVITAE 6` HT.B&B
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBS
AME 7 ARONIA MELANOCARPA ELATA GLOSSY BLACK CHOKEBERRY N.A.#5 CONT.
CG 32 CORNUS RACEMOSA GRAY DOGWOOD N.A.#5 CONT.
CS 16 CORNUS SERICEA 'CARDINAL'CARDINAL RED TWIG DOGWOOD N.A.#5 CONT.
DL 19 DIERVILLA LONICERA BUSH HONEYSUCKLE N.A.#5 CONT.
RG 72 RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC N.A.#5 CONT.
CONIFEROUS SHRUBS
JB 4 JUNIPERUS SABINA 'BROADMOOR'BROADMOOR JUNIPER N.A.#5 CONT.
PAC 3 PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE N.A.6' HT.B&B
TT 11 THUJA OCCIDENTALIS 'TECHNY'TECHNY ARBORVITAE N.A.6' HT.B&B
PERENNIALS / ORNAMENTAL GRASSES
BA 6 BAPTISIA AUSTRALIS BLUE WILD INDIGO N.A.#1 CONT.
CE 66 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER GRASS N.A.#1 CONT.
CL 42 COREOPSIS LANCEOLATA LANCELEAF TICKSEED N.A.4" CONT.
EP 36 ECHINACEA PURPUREA PURPLE CONEFLOWER N.A.#1 CONT.
SL 61 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM N.A.#1 CONT.
SX 35 SEDUM X 'NIGHT EMBERS'NIGHT EMBERS SEDUM N.A.#1 CONT.
SH 97 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED N.A.#1 CONT.
PLANT SCHEDULE
Page 171 of 308
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PRACTICE FIELD #2
PRACTICE FIELD #3
SOFTBALL #1
BASEBALL
SOFTBALL #2
OH
E
OH
E
2639.45
SEED MIX #1
(2) QURU
(2) PIPU
(2) PIGL
(3) PIAB
(2) PIGL
(3) PIME
(3) THOC
(2) ULCA
(2) ACFB
(1) TIAM
(2) ULCA
(3) PIME
(1) TIAM
(3) PINI
(2) ULAP
(2) PIGL
(2) ULAP
(2) GYDU
(3) TIAR
(3) BEPL
(2) PIME(2) OSVI
(3) PISY
(3) PISY
(3) TICG
(1) ACFS
(4) PIPU
(2) QURU
(1) ACFS
(2) ACSJ
(3) PINI
(3) TIAM(2) PIPU
(1) PINI
(3) PIPO
(1) PODS
(1) PODS
(2) TIAR
(3) PIPO(1) TIAR
(4) PIRE
(1) QURU
(1) TIAM
NATIVE SEED MIX #2
NATIVE SEED MIX #2
SEED MIX #1
SEED MIX #2
SEED MIX #2
SEED MIX #2
MA
T
C
H
L
I
N
E
MATCHLINE
MA
T
C
H
L
I
N
E
D
S
S
S
S
D
D
D
D
D
S
S
D
S
FOL
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FO
L
FOL
FOL
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
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UG
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B I T
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B I T
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B I T U
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B I
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B I
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B I
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B I
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GRAVEL
GRAVEL
GRAV
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L
GRA
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L
BIT
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BIT
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BIT
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BIT
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P
A
T
H
OH
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OH
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
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CON
C
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UGC
(
P
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UG
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(
P
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UG
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(
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A
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UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (
P
)
W (P
)
W (P
)
W (
P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UG
E
UG
C
(
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2639.45
NORTHEAST
MAT
C
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L
I
N
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MAT
C
H
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I
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MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
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MA
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C
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L
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N
E
L1.08
LANDSCAPING PLAN
NORTHEAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
LAURA J. DETZLER
53753 07/31/2024
LJD
LJD
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING #1
PROPOSED NATIVE SEEDING #2
PROPOSED NATIVE SEEDING #3
PROPOSED MULCH BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
1
C5.03
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES.
3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE.
Page 172 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
F
O
L
FOL
FOL
FOL
FOL
FO
L
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
B I
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GRAVEL
GRAV
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GR
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OH
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OH
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OHE
OH
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OH
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OH
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OH
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OH
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OH
E
CO
N
C
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UG
C
(
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UG
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(
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UG
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(
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TOP=
INV=
SAN
951.2
936.4
TOP=
INV=
SAN
947.1
935.6
TOP=INV=
SAN
948.1924.3
UG
C
(
P
)
TOP=
INV=
SAN
947.2
924.6
TOP=
INV=
SAN
954.2
925.4
TOP=
INV=
SAN
954.6
924.7
TOP=INV=
SAN 953.1928.6
TOP=INV=
SAN 955.3929.0(N)INV=927.4(NE)
TOP=
INV=
SAN
955.2
928.9
TOP=
INV=
SAN
956.5
928.4
SAN S SAN S
SA
N
S
SA
N
S
SAN S
66
"
S
A
N
S
(
P
)
30" SAN S (P)
TOP=INV=
SAN 951.1929.1
30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)
66" SA
N
S
(
P
)
66" SA
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48" SAN
S
(
P
)
48" SAN
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
UG
C
(
P
)
G
A
S
2639.45
SAN (P)
66
"
S
A
N
S
(
P
)
SAN
M
H
'
S
B
U
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(DOW
N
2
-
3
F
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)
SAN
M
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'
S
B
U
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I
E
D
(DOW
N
2
-
3
F
E
E
T
)
MA
T
C
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L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
3"
3"
3"
212"
1"
112"
2"
3"
1"
1"
3"
4"
2"
112"
1"
6"
6"
6"
3"
6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"
3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"
3"
6"
6"
3"
6"
3"
3"
1
2
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
I1.01
IRRIGATION PLAN
OVERALL
FEETSCALE
0
HORZ.
100 200
R
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
C
SP
RS
FS
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.IRRIGATION SYSTEM IS DESIGNED WITH A BOOSTER PUMP ADDING 40 PSI TO AN EXISTING 60(+/-) PSI AT THE
POINT OF CONNECTION. NOTIFY ENGINEER/LANDSCAPE ARCHITECT IF EXISTING PRESSURE DIFFERS.
3.WATER SOURCE: WATER WILL BE AVAILABLE FROM PROPOSED 4" CAPPED FLANGE OUTSIDE THE MECHANICAL
ROOM ON THE WEST SIDE OF THE BUILDING SOUTH OF THE LOADING DOCKS.
4.LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE
LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEAD LOCATIONS
SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION.
5.COORDINATE INSTALLATION WITH THE WORK OF OTHERS.
6.ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS, HOWEVER, IF THE CONTRACT DRAWINGS
AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE
CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THE MANUFACTURER . ALL SUCH
LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE
ENGINEER.
7.CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO
TRENCHING.
8.LATERAL PIPING SHALL BE A MINIMUM OF 12 INCHES DEEP AND MAINLINE PIPING A MINIMUM OF 18 INCHES
DEEP. ENGINEER SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS BEFORE BACKFILLING.
9.ALL MAIN LINE PIPING AND LATERAL PIPE of 1-1/2" AND LARGER AT AREAS OUTSIDE OF BALL FIELDS SHALL BE
PVC (SDR 21 / CLASS 200). MAIN LINE PIPING AND LATERAL PIPING 1" AND 1 1/4" SHALL BE POLYETHYLENE
SDR-7.
10.ALL SPRINKLERS SHALL BE AS NOTED ON LEGEND.
11.ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER GRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT
HEADS HAS OCCURRED.
12.ALL RISERS, BACKFLOW PREVENTORS AND HOSE BIBBS SHALL BE SET PLUMB. SPRINKLER HEAD RISERS, QUICK
COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SET PERPENDICULAR TO FINISHED GRADE.
13.CONTROL VALVE WIRES SHALL BE #14 GAUGE U.F.U.L. JACKETED DECODER CABLE APPROVED DIRECT BURIAL.
UNDERGROUND CONNECTIONS SHALL BE MADE WITH 3-M WIRE CONNECTORS (DBY), OR APPROVED EQUAL.
14.PLACE ALL VALVES IN APPROVED VALVE BOXES.
15.USE TEFLON TAPE ON ALL THREADED JOINTS.
16.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING
COMPLETION OF SYSTEM INSTALLATION.
17.CONDUCT AND DEMONSTRATE TO OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL OF
COMPLETION.
18.ZONES PROVIDING OVER 50 GPM SHALL BE 2" PLASTIC GLOBE VALVES. ZONES PROVIDING 20 TO 49 GPM SHALL
BE 1-1/2" PLASTIC GLOBE VALVES. ZONES PROVIDING LESS THAN 20 GPM SHALL BE 1" PLASTIC GLOBE VALVES.
19.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT NECESSARY TO MAKE THE SYSTEM
FULLY FUNCTIONAL.
20.IRRIGATION CONTRACTOR TO COORDINATE WITH THE UTILITY CONTRACTOR TO PROTECT EXISTING UTILITIES.
21.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ELECTRIC LINES PRIOR TO
INSTALLATION OF IRRIGATION.
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
1" = 100'
Page 173 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FOL
FOL
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FOL
FOL
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
OHE
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GA
S
GAS GAS
GAS
GA
S
GAS
GAS
GA
S
GA
S
GAS
GA
S
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
GRAVEL
GRAVE
L
GRA
V
E
L
GRA
V
E
L
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OHE
OHE
CO
N
C
R
E
T
E
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UGC
(
P
)
UGC
(
P
)
UGC
W (P
)
W (
P
)
W (P
)
W (P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UGE
UG
C
(
P
)
GA
S
2639.45
SOUTHWEST
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105
106
NUMBER
12
3
456
7
8910
11
121314
15
161718
19
202122
23
242526
27
28
293031
32
333435
36
373839
40
414243
44
454647
48
495051
52
535455
56
57
585960
61
626364
65
666768
69
707172
73
747576
77
787980
81
828384
85
868788
89
90
919293
94
959697
98
99100101
102
103104105
106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"
6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
12
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
TENNIS COURTS
LIFT
STATION
FO
L
F
O
L
FO
L
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
U
G
E
UGE
UGE B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
UG
C
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
TOP=
INV=
SAN
947.1
935.6
TOP=
INV=
SAN
948.1
924.3
UG
C
(
P
)
TOP=
INV=
SAN
947.2
924.6
SAN S SAN S
SA
N
S
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
UG
C
(
P
)
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
G
A
S
MATCHLINE
15
15
15 15 15
15 15
15
1"
1"
1"
3.0
1.5
1.5
1.5
1.5
1.5
1.5
2.0
2.0
1"
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.03.0
3.0
3.0
3.0
3.0
3.0
3.0
3.03.0
3.0
3.0
3.0
1.5
1.5
1.5
1.5
1"
1"114"1"
112"
112"
1"
1"
1"
2"
1"
2"
114"
112"
6
7
8
9
10
6"
3"
6"
6"
3"6"
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15 15
15
15
15
15
15
1"1"
1"
114"
212"
2"
15
15
15
15
15
15
15
1"
15
15
15
15
15
15
15
15
114"
2"
2"
1"
1"114"
1"
1"
1"
114"
1"
114"
112"
114"2"
1"114"1"2"112"
114"
1"114"1"114"114"
2"
1"
114"
1"
114"114"
2"
114"
1"
114"
114"
112"
112"
1"114"
1"
114"
114"
114"
112"
3"
3"
6"
6"
3"
6"
112"
2"
2"
1112
13
14
15
16
17
18 19
20
I1.02
IRRIGATION PLAN
SOUTHWEST
KEYMAP
1"=400'
FEETSCALE
0
HORZ.
30 60
R1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
C
SP
RS
FS
Page 174 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GAS GA
S
GA
S
GAS
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
GRAVEL
GRAVE
L
GRA
V
E
L
GRA
V
E
L
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OH
E
OHE
CO
N
C
R
E
T
E
UG
C
(
P
)
UG
C
(
P
)
UGC
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
TOP=INV=
SAN951.2936.4
TOP=INV=
SAN 947.1935.6
TOP=INV=
SAN948.1924.3
UG
C
(
P
)
TOP=INV=
SAN947.2924.6
TOP=INV=
SAN 954.2925.4
TOP=INV=
SAN954.6924.7
TOP=INV=
SAN953.1928.6
TOP=INV=
SAN 955.3929.0(N)INV=927.4(NE)
TOP=INV=
SAN 955.2928.9
TOP=INV=
SAN 956.5928.4
SAN S SAN S
SA
N
S
SAN
S
SAN S
66"
S
A
N
S
(
P
)
30" SAN S (P)
TOP=INV=
SAN951.1929.1
30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)
66" SAN
S
(
P
)
66" SAN
S
(
P
)
66"
S
A
N
S
(
P
)
66"
S
A
N
S
(
P
)
66"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
48" SAN
S
(
P
)
48" SAN
S
(
P
)
48"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (P
)
W (
P
)
W (
P
)
W (P
)
W (
P
)
W (P
)
W (P
)
W (
P
)
UGE
UGC
(
P
)
GA
S
2639.45
SAN (P)
66"
S
A
N
S
(
P
)
SAN M
H
'
S
B
U
R
I
E
D
(DOW
N
2
-
3
F
E
E
T
)
SAN MH
'
S
B
U
R
I
E
D
(DOW
N
2
-
3
F
E
E
T
)
SOUTHEAST
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105106
NUMBER
123
4
567
8
91011
12
131415
16
171819
20
212223
24
25262728
29
303132
33
343536
37
383940
41
424344
45
464748
49
505152
53
545556
57
58
596061
62
636465
66
676869
70
717273
74
757677
78
798081
82
838485
86
87888990
91
929394
95
969798
99
100101102
103
104105106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
1
2
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
BUS LOT
POND A
INFILTRATION AREA
MATCHLINE
15
15
15 15 15
15 15 1515
1515
1"
1"
114"
1.5
1.5
1.5
1.5
2.0
2.0
2.0
4.0
2.0
2.0
15
15 15
15 15 15
15
15 15 15 15
15
1515
112"1"
1"
1"
114"
1"
3.0
1.5
1.5
1.5
1.5
1.5
2.0
2.0
1"
4.0
2.0
2.0
2.0
1.5
1.5
1.5
2.0
3.0
1"
114"
1"
1"
1"
3.0
3.0
10
24 25
26
27
28
3"6"
6"
3.0
3.0
2.0
4.0
2.0
2.0
2.0
2.0 2.0
112"1"1"
114"
114"1"
1"15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
151515
15
1515
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15 15
15
15
15
15
15
1"
114"
114"
112"
112"
1"114"
1"
114"
114"
114"
112"
1"
114"
114"
114"
114"
1"
112"
1"
114"
114"
112"
1"
114"
1"
114"
114"
112"
114"
1"
19
20
21
22
23
212"
I1.03
IRRIGATION PLAN
SOUTHEAST
1"=400'
KEYMAP
FEETSCALE
0
HORZ.
30 60
R
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES
NOTES
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
C
SP
RS
FS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
Page 175 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FOL
FOL
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FOL
FOL
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
OHE
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GA
S
GAS GAS
GAS
GA
S
GAS
GAS
GA
S
GA
S
GAS
GA
S
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
GRAVEL
GRAVE
L
GRA
V
E
L
GRA
V
E
L
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OHE
OHE
CO
N
C
R
E
T
E
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
TOP=INV=
SAN 951.2936.4
TOP=INV=
SAN 947.1935.6
TOP=INV=
SAN 948.1924.3
UG
C
(
P
)
TOP=INV=
SAN 947.2924.6
TOP=INV=
SAN954.2925.4
TOP=INV=
SAN 954.6924.7
TOP=INV=
SAN 953.1928.6
TOP=INV=
SAN955.3929.0(N)INV=927.4(NE)
TOP=INV=
SAN955.2928.9
TOP=INV=
SAN 956.5928.4
SAN S SAN S
SA
N
S
SAN
S
SAN S
66"
S
A
N
S
(
P
)
30" SAN S (P)
TOP=INV=
SAN 951.1929.1
30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)
66" SAN
S
(
P
)
66" SAN
S
(
P
)
66"
S
A
N
S
(
P
)
66"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
48" SAN
S
(
P
)
48" SAN
S
(
P
)
48"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
48"
S
A
N
S
(
P
)
UGC
(
P
)
UGC
(
P
)
UGC
W (P
)
W (
P
)
W (P
)
W (P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UGE
UG
C
(
P
)
GA
S
2639.45
SAN (P)
66"
S
A
N
S
(
P
)
SAN MH
'
S
B
U
R
I
E
D
(DOW
N
2
-
3
F
E
E
T
)
SAN MH
'
S
B
U
R
I
E
D
(DOWN
2
-
3
F
E
E
T
)
WEST
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105106
NUMBER
123
4567
891011
12131415
16171819
20212223
2425262728
29303132
33343536
37383940
41424344
45464748
49505152
53545556
57
58596061
62636465
66676869
70717273
74757677
78798081
82838485
8687888990
91929394
95969798
99100101102
103104105106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
12
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
PROPOSED BUILDING
MAIN LOT
SERVICE LOT
FO
L
FO
L
FO
L
FO
L
F
O
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
UGE
UGE
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
B
I
T
U
M
I
N
O
U
S
GRAVEL
BI
T
U
M
I
N
O
U
S
P
A
T
H
BI
T
U
M
I
N
O
U
S
P
A
T
H
OHE
CO
N
C
R
E
T
E
TOP=
INV=
SAN
954.2
925.4
TOP=
INV=
SAN
954.6
924.7
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
66
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48
"
S
A
N
S
(
P
)
UG
C
(
P
)
UG
C
W
(
P
)
W
(
P
)
W
(
P
)
UG
E
UG
C
(
P
)
SAN
M
H
'
S
B
U
R
I
E
D
(DO
W
N
2
-
3
F
E
E
T
)
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1"
1"
114"
1"
1"114"
112"
15 15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1"1"
114"
1"
1"
2"
1"
C
RS
SP
MVFS
POC
3.0
1.5
1.5
3.0 6.0
1"
1"
114"
1"
114"
1"
114"
1"114"
1"
114"
114"
112"
1.5
3.0
3.0
3.0
3.0
3.0
6.0
6.0
6.0
6.0
6.0
6.0
3.0
3.0
3.0
1.5
2.0
3.0
3.0
3.0
1.5 3.0 3.0
6.0
6.0
1"
1"
114"
1"
1"
114"
112"
114"
114"
1"
1"
1"
1"114"
114"
1"
1"112"
1"1"
15
15
15
15
15
15
15
15
15
15
15
15
15
15
114"
1"1"
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
6.0
6.0
6.0
6.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
2.5
2.5
2.0
1"
1"
1"
1"
1"
112"
2"
114"
1"
1"1"
112"
112"
1"
1"
112"
112"
1"
112"
1"
1"
112"
2"
2"
2"
2"
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
3.0
1.5
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
1.5
3.0
3.0
3.0
3.0
3.0
3.0
1.5
1.5
1.5
3.0
1"
1"
114"
1"
2"
1"
112"
1"
1"
1"
112"1"
1"
114"
1"
1"
1"
112"
1"
2"
2"
SP
SP
5
6
3536
37
38
39
40
41
43
44
112"
45
46
47
60
62
63
212"
1"
112"
2"
3"
1"
3"
4"
2"
112"
1"
6"
6"
6"
6"
6"
3"
6"
6"
3"
6"
6"
114
114"
61
15
15
15
15
15
15
15
15
114"
1"
1"
15
15
15
1"
15151515
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1515
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15
15
15
15
15
15
15
15
15
6"
6"
1"
114"
1"
114"
2"
114"
114"
1"
114"
2"
1"
112"
114"
1"
114"
114"
112"
112"
2"
3"
4"4"
3"
3"
6"
1"
114"
114"
112"
112"
2"
1
2
3
4
42
8"
I1.04
IRRIGATION PLAN
WEST
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN
OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR
IRRIGATION NOTES
NOTES
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
C
SP
RS
FS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
1" = 30'
Page 176 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FOL
FOL
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FOL
FOL
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
OHE
OH
E
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GA
S
GAS GAS
GAS
GA
S
GAS
GAS
GA
S
GA
S
GAS
GA
S
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
GRAVEL
GRAVE
L
GRA
V
E
L
GRA
V
E
L
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OHE
OHE
CO
N
C
R
E
T
E
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UGC
(
P
)
UGC
(
P
)
UGC
W (P
)
W (
P
)
W (P
)
W (P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UGE
UG
C
(
P
)
GA
S
2639.45
EAST
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105
106
NUMBER
12
3
456
7
8910
11
121314
15
161718
19
202122
23
242526
27
28
293031
32
333435
36
373839
40
414243
44
454647
48
495051
52
535455
56
57
585960
61
626364
65
666768
69
707172
73
747576
77
787980
81
828384
85
868788
89
90
919293
94
959697
98
99100101
102
103104105
106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"
6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
12
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
BUS LOT
PRACTICE FIELD #1
8-LANE TRACK
PRACTICE FIELD #4
BASEBALL
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
15
15
15 15 15
15 15 1515
1515
1"
1"
114"
1.5
1.5
1.5
1.5
2.0
2.0
2.0
4.0
2.0
2.0
15
15 15
15 15 15
15
15 15 15 15
15
1515
112"1"
1"
1"
114"
1"
1.5
4.0
2.0
2.0
2.0
1.5
1.5
1.5
2.0
3.0
1"
114"
1"
1"
6.0
6.0
6.0
6.0
3.0
3.0
3.0
3.0
3.0
1.5
1.5
1.5
3.0
1"
114"
1"114"
1"
114"112"2"212"
114"112"2"212"
114"112"2"212"
114"112"2"212"
114"112"2"212"
114"112"2"212"
114"112"2"212"
1"
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
1.5
1.5
1.5
3.0 6.0
6.0
6.0
5.0
1.5
3.0
3.0
1"
1"
2"
112"1"
114"
1"
114"
114"
1"
112"
114"
1"
1"
1"
2"
1"
1"
114"
114"
2"
1"
1"
1"
114"
1"
114"
114"
112"
114"
1"
114"
112"
112"
2"
1"
114"
114"
112"
114"
114"
112"
2"
2"
114"
114"
114"
112"
2"
2"
1"
114"
114"
112"
2"
1"114"112"2"
1"114"112"2"
1"114"112"2"
1"114"112"2"
1"114"112"2"
1"114"112"2"
1"114"112"2"
1"
114"
112"
2"
1"
114"
112"
1"
114"
112"
112"
2"
2"
114"
114"
1"
1"
114"
2"
114"
1"
1"
1"
114"
112"
2"
1"
114"
112"
2"1"
114"112"
1.5
3.0
3.0
3.0
3.0
6.0
6.0
6.0
3.0
3.0
1"
114"
14"
112"
SP
SP
SP
SP
24 25
26
27
28
29
30
31
32
33
34
48
49
50
51
52
53
54
55
56
57
58
5960
62
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
3"
3"
3"
1"
1"
6"
6"
3"
6"
6"
6"
3"
3"
6"
6"
6"
1.5
3.0
3.0
3.0
1"
114"
1.5
2.0
4.0
2.0
2.0
2.0
2.0 2.0
112"1"
6"
1"
114"
114"1"
1"
1"
114"
114"
1"
112"
2"
2"
61
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
151515
15
1515
15
15
15
15
15
15
15
15
1"
114"
114"
114"
114"
1"
112"
1"
114"
114"
112"
1"
3"
3"
3"
22
23
212"
I1.05
IRRIGATION PLAN EAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES
NOTES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
1" = 30'
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
C
SP
RS
FS
Page 177 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FOL
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FOL
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FO
L
FOL
FOL
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GA
S GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
UGC
(
P
)
UG
C
(
P
)
UG
C
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (
P
)
W (P
)
W (P
)
W (
P
)
W (P
)
W (
P
)
W (
P
)
W (P
)
UG
E
UG
C
(
P
)
GA
S
2639.45
NORTHWEST
MAT
C
H
L
I
N
E
MAT
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
3233
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105
106
NUMBER
12
3456
78910
11121314
15161718
19202122
23242526
27
28293031
32333435
36373839
40414243
44454647
48495051
52535455
5657585960
61626364
65666768
69707172
73747576
77787980
81828384
85868788
89
90919293
94959697
9899100101
102103104105
106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
12
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
BASEBALL
F
O
L
FOL
FOL
FOL
FOL
FO
L
FO
L
UG
E
UG
E
GA
S
GA
S
GA
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
GRAVEL
GRAV
E
L
GR
A
V
E
L
OH
E
OH
E
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
UG
C
(
P
)
TOP=
INV=
SAN
955.3
929.0(N)
INV=927.4(NE)
TOP=
INV=
SAN
955.2
928.9
30" SAN S (P)
TOP=
INV=
SAN
951.1
929.1
30" SAN S (P)30" SAN S (P)
66" SA
N
S
(
P
)
66" SA
N
S
(
P
)
48
"
S
A
N
S
(
P
)
48" SA
N
S
(
P
)
48" SA
N
S
(
P
)
W
(
P
)
66
"
S
A
N
S
(
P
)
SAN
M
H
'
S
B
U
R
I
E
D
(DO
W
N
2
-
3
F
E
E
T
)
MA
T
C
H
L
I
N
E
MATCHLINE
MA
T
C
H
L
I
N
E
1"
1"
114"
114"
112"
1"
114"
114"
112"2"
1"
114"
1"
114"
114"
114"
2"
2"2"
114"
112"
1.5
3.0
3.0
3.0
SP
64
65
66
67
69
1"
68
I1.06
IRRIGATION PLAN
NORTHWEST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES
NOTES
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
C
SP
RS
FS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
1" = 30'
Page 178 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GAS GA
S
GA
S
GAS
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OH
E
OHE
UG
C
(
P
)
UG
C
(
P
)
UGC
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (P
)
W (
P
)
W (
P
)
W (P
)
W (
P
)
W (P
)
W (P
)
W (
P
)
UGE
UGC
(
P
)
GA
S
2639.45
NORTH
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105106
NUMBER
123
4
567
8
91011
12
131415
16
171819
20
212223
24
25262728
29
303132
33
343536
37
383940
41
424344
45
464748
49
505152
53
545556
57
58
596061
62
636465
66
676869
70
717273
74
757677
78
798081
82
838485
86
87888990
91
929394
95
969798
99
100101102
103
104105106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
1
2
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
BASEBALL
TOP=
INV=
SAN
953.1
928.6
30" SAN S (P)30" SAN S (P)
66" SA
N
S
(
P
)
48" SA
N
S
(
P
)
SAN
M
H
'
S
B
U
R
I
E
D
(DO
W
N
2
-
3
F
E
E
T
)
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"212"
2"212"
2"212"
114"
112"
2"
2"
6.0
3.0
3.0
3.0
1.5
1"
1"
114"
1"
114"
114"
112"
1"
114"
1"
114"
112"
112"
2"
1"
114"
114"
112"
1"
114"
114"
112"2"
1"
114"
114"
112"
1"
114"
114"
112"
2"
2"
114"
1"
114"
1"
114"
114"
114"
2"
1"
114"
114"
112"
2"2"
1"
114"
114"
112"
1"
114"
114"
112"
2"
2"
1"
114"
114"
112"
2"
1"114"
1"
114"
114"
112"
1.5
1.5
3.0
3.0
3.0
3.0
3.0
3.0
3.0
6.0
6.0
6.0
6.0
6.0
6.0
3.0
3.0
3.0
2.0
3.0
3.0
3.0 3.0
6.0
6.0
1"
1"
114"
1"
1"
114"
112"
114"
114"
1"
1"
1"
1"114"
114"
3.0
3.0
1.5
3.0
3.0
1"
112"
SP
SP
3536
37
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
1"
6"
6"
3"
6"
6"
114"
114"
1"
112"
2"
2"
61
3"
I1.07
IRRIGATION PLAN
NORTH
FEETSCALE
0
HORZ.
30 60
R
KEYMAP
1"=400'
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES
NOTES
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
C
SP
RS
FS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
1" = 30'
Page 179 of 308
PROPOSED BUILDING
BUS LOT
MAIN LOT
PRACTICE FIELD #1
PRACTICE FIELD #2
PRACTICE FIELD #3
TENNIS COURTS
8-LANE TRACK
PRACTICE FIELD #4
LIFT
STATION
SERVICE LOT
SOFTBALL #1
BASEBALL
SOFTBALL #2
POND A
INFILTRATION AREA
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FO
L
FOL
FOL
FOL
FOL
FOL
FO
L
FO
L
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
UG
E
UGE
UGE
UGE
UGE
UG
E
UG
E
GAS
GAS GA
S
GA
S
GAS
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T
U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I T U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
GRAVEL
GRAVE
L
GRA
V
E
L
GRA
V
E
L
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
BIT
U
M
I
N
O
U
S
P
A
T
H
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OH
E
OHE
CO
N
C
R
E
T
E
UG
C
(
P
)
UG
C
(
P
)
UGC
(
P
)
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
RO
S
E
M
O
U
N
T
B
U
S
I
N
E
S
S
P
A
R
K
S
E
C
O
N
D
A
D
D
I
T
I
O
N
UG
C
(
P
)
UG
C
(
P
)
UG
C
(
P
)
UG
C
W (P
)
W (
P
)
W (
P
)
W (P
)
W (
P
)
W (P
)
W (P
)
W (
P
)
UGE
UGC
(
P
)
GA
S
2639.45
NORTHEAST
MAT
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
2"
C
RS
SP
MVFS
POC
2"
2"
2"
2"
SP
SP
SP
SP
SP
SP
SP
SP
SP
5
6
7
8
9
10
24 25
26
27
28
29
30
31
32
33
34
3536
37
3839
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
5960
62
63
64
65
66
67
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
92
93
94
95
96
97
98
99
100
101102
103
104
105106
NUMBER
123
4
567
8
91011
12
131415
16
171819
20
212223
24
25262728
29
303132
33
343536
37
383940
41
424344
45
464748
49
505152
53
545556
57
58
596061
62
636465
66
676869
70
717273
74
757677
78
798081
82
838485
86
87888990
91
929394
95
969798
99
100101102
103
104105106
VALVE SCHEDULE
3"
3"
3"
212"
1"
112"2"
3"
1"
1"
3"4"
2"
112"
1"
6"
6"
6"
3"6"
6"
3"6"
6"
6"
3"
6"
6"
6"
6"
6"
3"6"
6"
3"
6"
6"
3"
6"
3"
6"
6"3"
3"
6"
6"
6"
6"
72
87
91
61
68
212"
2"
6"
6"
3"
4"4"
3"
3"
3"3"
6"6"
3"
6"
3"
3"
1
2
3
4
1112
13
14
15
16
17
18 19
20
21
22
23
42
8"
212"
PRACTICE FIELD #2
PRACTICE FIELD #3
SOFTBALL #1
BASEBALL
SOFTBALL #2
OH
E
OH
E
TOP=
INV=
SAN
953.1
928.6
TOP=
INV=
SAN
956.5
928.4
66
"
S
A
N
S
(
P
)
30" SAN S (P)30" SAN S (P)30" SAN S (P)
48
"
S
A
N
S
(
P
)
2639.45
SAN (P)
MA
T
C
H
L
I
N
E
MATCHLINE
MA
T
C
H
L
I
N
E
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
114"
112"
2"
212"
212"
114"
112"
2"
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
212"
212"
114"
112"
2"
212"
114"
112"
2"
212"
212"
212"
1"
112"
112"
2"
114"
112"
2"
212"
114"
112"
2"
212"
1"
114"
114"
112"
2"
112"
212"
212"
114"
112"
2"
114"
112"
2"
1"
1"
1"
114"
1"
1"
114"
1"
114"
114"
112"
2"
1"
114"
114"
1"
114"
1"
SP
SP
69
70
71
73
74
75
76
77
78
79
80
81
82
83
84
85
86
88
89
90
3"
6"
3"
6"
3"
6"
1"
112"
72
2"
1"
112"
112"
114"
114"
1"
1"
112"
2"112"
112"87
1"
1"
1"
112"
2"
114"91
114"
112"
68
I1.08
IRRIGATION PLAN
NORTHEAST
FEETSCALE
0
HORZ.
30 60
R
1"=400'
KEYMAP
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES.
2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES
NOTES
RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN.
RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN.
HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR
SPRINKLER 6IN.
HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR
SPRINKLER 12IN.
RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN.
RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN.
RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN.
RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE
RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE
LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE
RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE
RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER
RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION
RAIN BIRD RSD-BEX - RAIN SENSOR
RAIN BIRD FS-400-P - 4IN. FLOW SENSOR
BOOSTER PUMP
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
LEGEND
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
2000 3000 3500
2000 3000 3500
1.5 2.0 2.5 3.0 4.0 5.0 6.0
MV
C
SP
RS
FS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
1" = 30'
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
1" = 30'
Page 180 of 308
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD 1806-SAM-PRS 15 SERIES MPR
TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED
WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH
SEAL-A-MATIC CHECK VALVE, AND PRESSURE
REGULATING.
194 30
RAIN BIRD 1812-SAM-PRS 12 SERIES MPR
SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED
WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH
SEAL-A-MATIC CHECK VALVE, AND PRESSURE
REGULATING DEVICE.
16 30
RAIN BIRD 1812-SAM-PRS 15 SERIES MPR
SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED
WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH
SEAL-A-MATIC CHECK VALVE, AND PRESSURE
REGULATING DEVICE.
88 30
HUNTER MP2000 PROS-06-PRS30-CV
TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC
90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC.
6 30
HUNTER MP3000 PROS-06-PRS30-CV
TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC
90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC.
48 30
HUNTER MP3500 PROS-06-PRS30-CV
TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWN
ADJUSTABLE ARC, 90-210.
21 30
HUNTER MP2000 PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC
90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC.
3 30
HUNTER MP3000 PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC
90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC.
16 30
HUNTER MP3500 PROS-12-PRS30-CV
SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWN
ADJUSTABLE ARC, 90-210.
2 30
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS
RAIN BIRD 5006-PC 1.5
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
36 25 1.12 30'
RAIN BIRD 5006-PC 2.0
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
19 25 1.5 32'
RAIN BIRD 5006-PC 2.5
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
2 25 1.81 32'
RAIN BIRD 5006-PC 3.0
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
83 25 2.26 32'
RAIN BIRD 5006-PC 4.0
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
3 25 2.91 32'
RAIN BIRD 5006-PC 5.0
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
1 25 3.72 33'
RAIN BIRD 5006-PC 6.0
TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE
TO FULL CIRCLE. STANDARD ANGLE NOZZLE.
55 25 4.25 33'
RAIN BIRD 6504-PC, FC 06
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
4 30 4.2 39'
RAIN BIRD 6504-PC, FC (2) 04
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
20 50 3.7 37'
RAIN BIRD 6504-PC, FC (2) 06
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
38 50 5.5 44'
RAIN BIRD 6504-PC, FC (2) 08
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
37 50 7.4 46'
RAIN BIRD 6504-PC, FC (2) 10
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
59 50 9.1 48'
RAIN BIRD 6504-PC, FC (2) 12
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
6 50 11 50'
RAIN BIRD 6504-PC, FC (2) 14
TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE
AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC
CHECK VALVE, 1IN. FEMALE THREADED INLET.
11 50 12.7 53'
RAIN BIRD 8005 06
TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD
NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE
50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN.
(26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS
IS IDEAL FOR LARGE TURF APPLICATIONS.
4 60 6.1 41'
RAIN BIRD 8005 08
TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD
NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE
50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN.
(26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS
IS IDEAL FOR LARGE TURF APPLICATIONS.
10 60 8.4 44'
RAIN BIRD 8005 10
TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD
NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE
50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN.
(26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS
IS IDEAL FOR LARGE TURF APPLICATIONS.
1 60 10.1 48'
RAIN BIRD 8005 12
TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD
NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE
50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN.
(26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS
IS IDEAL FOR LARGE TURF APPLICATIONS.
1 60 12 53'
RAIN BIRD 8005 14
TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD
NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE
50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN.
(26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS
IS IDEAL FOR LARGE TURF APPLICATIONS.
109 60 14.3 55'
Q TQ FHT
15 15 15 15 15
Q TQ FHT
12 12 12 12 12
Q TQ FHT
15 15 15 15 15
2000
3000
3500
2000
3000
3500
1.5
2.0
2.5
3.0
4.0
5.0
6.0
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD PEB-IVM 1-1/2"
1-1/2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY
INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY,
GLOBE CONFIGURATION.
68
RAIN BIRD PEB-IVM 1"
1IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY
INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY,
GLOBE CONFIGURATION.
13
RAIN BIRD PEB-IVM 2"
2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY
INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY,
GLOBE CONFIGURATION.
25
RAIN BIRD 3-RC 3/4"
3/4IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY.
8
LEEMCO LBT-SS
3IN.-4IN. (FPT X FPT) STAINLESS STEEL BALL VALVE 6
RAIN BIRD 300-BPES-PRS-D GLOBE W/ RAIN BIRD FD-101 3"
3IN. BRASS MASTER VALVE, WITH GLOBE CONFIGURATION,
AND PRESSURE REGULATOR MODULE. WITH A PATENTED
NYLON SCRUBBER THAT SCRAPES A STAINLESS STEEL
SCREEN TO PREVENT DEBRIS BUILD-UP AND CLOGGING.
1
RAIN BIRD ESPLXIVMP-LXMM
240 STATION, 2-WIRE CONTROLLER W/ SMART VALVE
TECHNOLOGY. (1) ESPLXIVMP 240-STATION,
INDOOR/OUTDOOR, INSTALLED IN LXMM POWDER COATED,
METAL WALL-MOUNTED CABINET. SYSTEM
REQUIREMENTS: RAIN BIRD LXIVM-XXX INTEGRATED
VALVE MODULES & 2-WIRE DEVICES. USE PAIGE ELECTRIC
CABLE P7072D. GROUND SYSTEM W/ (11) LXIVMSD SURGE
DEVICES IN ROUND VALVE BOXES. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
1
RAIN BIRD LXIVMSD
SURGE DEVICE PROVIDES NECESSARY PROTECTION ON
THE ESPLXIVM(P) CONTROLLER, 2 WIRE PATH. INSTALL (1)
LXIVMSD EVERY 500FT OR 15 FIELD DEVICES (WHICHEVER
IS SMALLER).
11
RAIN BIRD WR2-RFC
WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1
RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER.
1
RAIN BIRD FS-400-P
4IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED
OPERATING RANGE 40.0 GPM TO 500.0 GPM. SIZE FOR
FLOW NOT ACCORDING TO PIPE SIZE.
1
WATERTRONICS WATERMAX 5000
SINGLE PUMP CENTRIFUGAL SELF-ENCLOSED VFD PUMP
STATION, 15HP, FLOWS UP TO 200 GPM, PRESSURES UP
TO 100 PSI. UL LISTED PACKAGED PUMP STATION,
PRESSURE DROP, FLOW BASED AND 24 VAC REMOTE
START RELAY STARTING OPTIONS, FLOW SENSOR, TEMP
VOLUTE SENSOR
1
POINT OF CONNECTION 4"1
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 1"14,608 L.F.
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 1
1/4"5,162 L.F.
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1 1/2"4,188 L.F.
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 2"3,623 L.F.
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 2 1/2"1,414 L.F.
IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7 1"136.9 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2"12.9 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2"13.1 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2 1/2"60.1 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 3"8,858 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 4"153.7 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 2"152.5 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 2 1/2"27.9 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 6"831.0 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 8"11.6 L.F.
MV
C
SP
RS
FS
POC
IRRIGATION SCHEDULE
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP
1 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 31.44 35.5 43.8 1.82 in/h
2 RAIN BIRD PEB-IVM 1"SHRUB SPRAY 16.48 37.4 45.7 1.93 in/h
3 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 40.2 30.6 38.7 0.48 in/h
4 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 36.07 36.3 44.2 0.99 in/h
5 RAIN BIRD PEB-IVM 1"TURF SPRAY 13.56 34.4 38.9 0.97 in/h
6 RAIN BIRD PEB-IVM 1"TURF SPRAY 9.55 32.4 38.6 0.92 in/h
7 RAIN BIRD PEB-IVM 1"TURF ROTARY 9.95 32.6 40.3 0.51 in/h
8 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 31.68 32.4 40.6 0.41 in/h
9 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.42 31.0 40.1 0.44 in/h
10 RAIN BIRD PEB-IVM 1"TURF ROTOR 11.98 29.7 39.7 0.39 in/h
11 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 41.63 39.5 47.4 1.0 in/h
12 RAIN BIRD PEB-IVM 1"TURF ROTARY 18.1 35.9 45.3 0.28 in/h
13 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 37 39.4 51.6 0.98 in/h
14 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.3 56.3 69.1 0.54 in/h
15 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44 66.7 82.2 0.63 in/h
16 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 45.5 56.2 71.9 0.46 in/h
17 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 38.5 57.0 72.7 0.64 in/h
18 RAIN BIRD PEB-IVM 1"TURF ROTARY 18.1 36.4 53.0 0.45 in/h
19 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 27.75 39.2 56.5 0.92 in/h
20 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 33.84 36.5 53.8 0.78 in/h
21 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 35.15 36.4 53.5 0.96 in/h
22 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 30.04 37.0 53.1 0.82 in/h
23 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 33.3 36.1 52.0 0.91 in/h
24 RAIN BIRD PEB-IVM 1"SHRUB SPRAY 16.01 33.3 44.2 1.44 in/h
25 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 24.04 34.7 45.9 1.46 in/h
26 RAIN BIRD PEB-IVM 1"TURF ROTOR 14.89 29.7 41.2 0.45 in/h
27 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 27.56 30.6 42.1 0.4 in/h
28 RAIN BIRD PEB-IVM 1-1/2"TURF ROTARY 18.48 37.4 48.9 0.33 in/h
29 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 22.04 32.4 43.7 0.47 in/h
30 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 19.78 30.0 41.3 0.43 in/h
31 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 39.31 30.9 41.7 0.37 in/h
32 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.22 31.6 42.4 0.42 in/h
33 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 31.41 32.2 43.0 0.39 in/h
34 RAIN BIRD PEB-IVM 1-1/2"TURF ROTARY 34.24 43.2 54.2 0.39 in/h
35 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 35.06 30.6 42.2 0.41 in/h
36 RAIN BIRD PEB-IVM 1"TURF ROTOR 17.9 31.0 42.6 0.52 in/h
37 RAIN BIRD PEB-IVM 1"TURF ROTOR 20.92 31.6 43.1 0.44 in/h
38 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 33.94 30.3 41.6 0.4 in/h
39 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 34.21 32.1 43.3 0.44 in/h
40 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 40.7 30.1 40.9 0.48 in/h
41 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 22.18 34.9 45.0 1.32 in/h
42 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 36.07 37.7 44.3 0.97 in/h
43 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 28.33 34.7 40.9 1.5 in/h
44 RAIN BIRD PEB-IVM 1"TURF ROTARY 7.88 32.1 38.1 0.47 in/h
45 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 24.97 37.0 48.7 1.11 in/h
46 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 25.28 37.2 49.1 1.12 in/h
47 RAIN BIRD PEB-IVM 1-1/2"SHRUB ROTARY 27.37 37.4 49.3 0.58 in/h
48 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.1 0.43 in/h
49 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.5 0.44 in/h
50 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.6 0.44 in/h
51 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.3 0.44 in/h
52 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.1 0.44 in/h
53 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.4 0.44 in/h
54 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.2 79.8 0.43 in/h
55 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.4 58.9 71.4 0.37 in/h
56 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 37 58.6 71.2 0.31 in/h
57 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.4 58.6 71.4 0.34 in/h
58 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 29.6 58.1 71.0 0.32 in/h
59 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 25.9 59.9 72.8 0.42 in/h
60 RAIN BIRD PEB-IVM 2"TURF ROTOR 51.4 57.9 70.8 0.82 in/h
61 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 38.1 59.4 72.4 1.49 in/h
62 RAIN BIRD PEB-IVM 1"TURF ROTOR 16.8 36.9 49.9 0.54 in/h
63 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 34.9 57.2 69.6 0.79 in/h
64 RAIN BIRD PEB-IVM 2"TURF ROTOR 51.4 57.4 71.7 0.82 in/h
65 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.4 56.8 71.6 0.32 in/h
66 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 29.6 58.3 73.7 0.31 in/h
67 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 37 58.2 73.9 0.37 in/h
68 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 24.4 65.1 82.1 0.6 in/h
69 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.9 65.8 83.2 0.45 in/h
70 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.9 65.8 83.7 0.45 in/h
71 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42 67.3 85.7 1.07 in/h
72 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 50.8 60.0 78.5 1.1 in/h
73 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 85.9 0.46 in/h
74 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 85.9 0.46 in/h
75 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 85.6 0.46 in/h
76 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 85.6 0.46 in/h
77 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 85.2 0.46 in/h
78 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 85.2 0.46 in/h
79 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.4 84.4 0.46 in/h
80 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.5 84.3 0.46 in/h
81 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.4 84.0 0.46 in/h
82 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.5 83.9 0.46 in/h
83 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.8 83.9 0.46 in/h
84 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 83.9 0.46 in/h
85 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.8 83.5 0.46 in/h
86 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 67.9 83.5 0.46 in/h
87 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 50.8 58.5 79.7 0.97 in/h
88 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42 67.2 88.5 1.0 in/h
89 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.0 88.4 0.48 in/h
90 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 67.3 88.3 0.58 in/h
91 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 66.1 85.8 0.63 in/h
92 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 45.5 57.5 72.5 0.89 in/h
93 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 58.8 73.9 0.78 in/h
94 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 33 58.4 73.5 0.41 in/h
95 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 72.4 0.38 in/h
96 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 55.5 71.3 0.78 in/h
97 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 72.7 0.39 in/h
98 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 73.1 0.39 in/h
99 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 73.4 0.39 in/h
100 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 73.8 0.39 in/h
101 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 74.1 0.39 in/h
102 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 55.5 72.7 0.78 in/h
103 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 74.5 0.38 in/h
104 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 33 58.3 76.3 0.42 in/h
105 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 58.8 76.9 0.78 in/h
106 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 45.5 57.6 75.6 0.89 in/h
VALVE SCHEDULE
I1.09
IRRIGATION
SCHEDULES
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
Page 181 of 308
I1.10
IRRIGATION DETAILS2
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
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 EXAMPLE2
I1.10
NOT TO SCALE
WIRE PATH #2
MASTER VALVE
WIRE PATH #1
120 VAC POWER
RAIN SENSOR
CONTROLLER SHOWN
AS REFERENCE ONLY
FLOW SENSOR
PIPE BENEATH PAVEMENT4
I1.10
NOT TO SCALE
NOTES:
1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE.
2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC PIPE.
3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT.
4.END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE. LOCATORS SHALL RUN
CONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE.
3'
-
0
"
CLEAN BACKFILL, 95% RELATIVE COMPACTION
UNDER PAVING OR PER CIVIL ENGINEER'S
PLANS
CONTROL WIRES, SLEEVE UNDER PAVING.
INSTALL ADJACENT TO PRESSURIZED MAINLINE.
BUNDLE SHALL BE NO MORE THAN 50% OF
PIPE DIAMETER.
MAINLINE, SLEEVE UNDER PAVING TO BE
TWO TIMES THE DIAMETER OF THE
PRESSURIZED MAINLINE PIPE.
NON-PRESSURIZED LINE, SLEEVE UNDER
PAVING TO BE TWO TIMES THE DIAMETER
OF THE LATERAL LINE.
PAVEMENT
BASE ROCK
MASTER VALVE & FLOW SENSOR9
I1.10
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
FROM POINT OF
CONNECTION
FINISH GRADE
10" CIRCULAR VALVE
BOX W/ COVER
QUICK COUPLING
VALVE
3' SECTION FENCE POST
SECURE Q.C.V. ASSEMBLY
WITH STAINLESS STEEL
GEAR CLAMPS
CONTINUOUS BRICK
SUPPORTS (4 MIN)
GRAVEL SUMP (1 CU. FT.)
PVC MAINLINE
MANUFACTURED SWING
JOINT
QUICK COUPLER10
I1.10
NOT TO SCALE
IRRIGATION TRENCHING3
I1.10
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 2-WIRE PATH.
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 WHEN POSSIBLE.
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 REQUIREMENTS7
I1.10
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
IV
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
Isolation Valve
Air release valve
Quick coupler valve
Remote control valve
Moisture sensor
Grounding rod
Splice box
Future connection
6" ROTARY SPRINKLER13
I1.10
NOT TO SCALE
FINISHED GRADE
MODEL PROS-06-PRS30-CV
SWING JOINT
LATERAL TEE OR ELBOW
LATERAL PIPE
6" POP-UP SPRAY SPRINKLER14
I1.10
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 TEE
LATERAL PIPE
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 ASSEMBLY15
I1.10
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
ELL CROSS TEE
45° ELL 45° ELL
WYE
NOTES:
SUPPLY LINES 3-INCHES IN DIAMETER AND
LARGER SHALL RECEIVE CONCRETE THRUST
BLOCKS.
PIPE (TYP.)
REBAR BENT AROUND
FITTING (TYP.)
FITTING (TYP.)
CONCRETE THRUST BLOCK (TYP.)
UNDISTURBED SOIL (TYP.)
THRUST BLOCK6
I1.10
NOT TO SCALE
ELECTRIC REMOTE-CONTROL VALVE
WITH SURGE SUPPRESSION
11
I1.10
NOT TO SCALE
3" MIN DEPTH OF 3/4" WASHED GRAVEL
RAIN BIRD IVM-SD SURGE DEVICE
CONNECT THE RED AND BLACK WIRES ON THE IVM-SD TO THE
TWO-WIRE PATH
WATERPROOF CONNECTION
VALVE BOX WITH COVER
FINISH GRADE TOP OF MULCH
CONNECT THE GREEN WIRES FROM THE IVM-SD TO THE GROUNDING
ROD OR PLATE
ELECTRIC REMOTE-CONTROL VALVE
BRICK (1 OF 4)
PVC MAINLINE PIPE
NOTES:
A.COIL AND ADDITIONAL 3' OF TWO-WIRE CABLE IN VALVE
BOX FOR EASY SERVICING.
B.ONE IVM-SD IS REQUIRED EVERY 500' OR EVERY 15 FIELD
DEVICES.
WALL MOUNT IRRIGATION CONTROLLER WITH RAIN SENSOR1
I1.10
NOT TO SCALE
WR2WIRELESS SENSOR
IRRIGATION CONTROLLER:
RAIN BIRD ESPLXIVM-PRO CONTROLLER WITH FLOW SMART
MODULE IN PLASTIC CABINET WITH WALL MOUNT. INSTALL
CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S
RECOMMENDATIONS
RAIN BIRD WR2 WIRELESS SENSOR
CONTROLLER INTERFACE
1.FOR BEST PERFORMANCE. THE
CONTROLLER INTERFACE SHOULD BE
INSTALLED AT LEAST FIVE FEET ABOVE
THE GROUND.
2.IT IS RECOMMENDED THAT THE
CONTROLLER INTERFACE BE
INSTALLED AWAY FROM SOURCES OF
ELECTRICAL INTERFERENCE (SUCH AS
TRANSFORMERS, GENERATORS,
PUMPS, FANS, ELECTRICAL METER
BOXES) AND METAL OBJECTS TO
MAXIMIZE COMMUNICATION RANGE
JUNCTION BOX
1" CONDUIT AND FITTINGS TO POWER SUPPLY
POWER SUPPLY WIRE
2" CONDUIT AND FITTINGS FOR STATION WIRES
MASTER VALVE AND REMOTE CONTROL VALVE WIRES
CABLE HARNESS FOR CONTROLLER INTERFACE (30" MAXIMUM)
RAIN BIRD WR2 SENSOR
NOTES:
1.ESPLXIVM-PRO CONTROLLER IS AVAILABLE IN 60 STATION BASE MODEL.
2.FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION
BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD
TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER.
3.USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS.
4.PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS.
SENSOR NOTES:
1.SENSOR MAY BE MOUNTED ON FENCE, FENCE
POST, GUTTERS, OR BUILDING WALLS.
2.SENSOR SHOULD NOT BE MOUNTED UNDER
TREES, EAVES, OR IN AREAS AFFECTED BY
SPRINKLER SYSTEM OPERATION.
ROTOR POP-UP SPRINKLER
FALCON 6504
12
I1.10
NOT TO SCALE
FINISH GRADE
ROTOR POP-UP SPRINKLER:
RAIN BIRD FALCON 6504
F4-FC/PC-HS
PRE-FABRICATED SWING JOINT
LATERAL PIPE
PVC SCH 40 TEE OR ELL
JOINT RESTRAINTS5
I1.10
NOT TO SCALE
TEE RESTRAINT
TYPICAL DUCTILE IRON
FITTING WITH RESTRAINT
LUGS. FITTINGS SHALL
HAVE DEEP BELL PUSH-ON
JOINTS WITH GASKETS.
TYPICAL DUCTILE IRON
FITTING WITH RESTRAINT
LUGS. FITTINGS SHALL
HAVE DEEP BELL PUSH-ON
JOINTS WITH GASKETS.
TYPICAL DUCTILE
IRON GRIP RING
AT PIPE.
TYPICAL DUCTILE
IRON GRIP RING
AT PIPE.
TYPICAL IPS PVC PIPE,
PREPARED FOR FITTING
AS PER NOTES AND
MFG DIRECTIONS
TYPICAL IPS PVC PIPE,
PREPARED FOR FITTING
AS PER NOTES AND
MFG DIRECTIONS
SPIGOT END OF REDUCER INSERTING
INOT THE BELL OF JOINT. "LOCK"
REDUCER TO MAIN FITTING.
REDUCE PIPE AS REQUIRED
90 DEGREE BEND
TYPICAL DUCTILE
IRON GRIP RING
AT PIPE.
TYPICAL DUCTILE IRON FITTING WITH
RESTRAINT LUGS. FITTINGS SHALL HAVE
DEEP BELL PUSH-ON JOINTS WITH GASKETS.
TYPICAL IPS PVC PIPE, PREPARED FOR FITTING
AS PER NOTES AND MFG DIRECTIONS.
45 DEGREE BEND
TYPICAL DUCTILE
IRON GRIP RING
AT PIPE.
TYPICAL DUCTILE IRON FITTING WITH RESTRAINT
LUGS. FITTINGS SHALL HAVE DEEP BELL PUSH-ON
JOINTS WITH GASKETS.
TYPICAL IPS PVC PIPE, PREPARED FOR FITTING
AS PER NOTES AND MFG DIRECTIONS.
NOTE : RESTRAIN ALL PIPE JOINTS WITHIN
20FT WITH PIPE TO PIPE RESTRAINT.
1.REVIEW THE MANUFACTURER PIPE
PREPARATIONS DIRECTIONS FOR CUTTING
THE PIPE, CLEANING, MARKING,
LUBRICATING, ALIGNING, AND FITTING.
2.INSERT THE BEVELED SPIGOT PIPE INTO THE
FITTING.
3.ASSEMBLE GRIP RING ON PIPE AND TIGHTEN
CLAMP BOLTS PER MFG DIRECTIONS.
4.SLIDE I-BOLTS THROUGH SLOTS IN GRIP RINGS
AND AROUND FITTING LUGS, TIGHTEN TO
MFG SPECS.
ISOLATION VALVEDET#
SHT#
NOT TO SCALE
PLAN VIEW
ELEVATION VIEW
THREADED PIPE
THREADED PIPE
LEEMCO LBT SERIES STAINLESS
STEEL GATE VALVE. TO BE
INSTALLED IN VALVE BOX
LEEMCO LBT SERIES STAINLESS
STEEL GATE VALVE. TO BE
INSTALLED IN VALVE BOX
MIN. 12"
FROM
GRADE
Page 182 of 308
I1.11
PUMP STATION
DETAILS
3300 FERNBROOK LANE NORTH, SUITE 300
PLYMOUTH, MN 55447
Phone: (763) 544-7129
Email: plymouth@bolton-menk.com
www.bolton-menk.com
R
Check:
Drawn:
Date:
Comm:
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
New Rosemount
Middle School
Rosemount, Minnesota 55088
Independent School
District #196
3455 153RD STREET WEST
ROSEMOUNT, MINNESOTA 55068
232086
07/31/2024
CITY SUBMITTAL - NOT FOR CONSTRUCTION
DATELIC. NO.
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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
RICHARD W. KOECHLEIN
26678 07/31/2024
RWK
RWK
------1
DATE
--/--/--
NO.
4
3
2
7
5
6
DESCRIPTION
---
BY
THIS DRAWING AND DESIGN, IS THE
PROPERTY OF WATERTRONICS AND IS
NOT TO BE REPRODUCED IN WHOLE OR
PART, NOR EMPLOYED FOR ANY PURPOSE
OTHER THAN SPECIFICALLY PERMITTED IN
WRITING BY WATERTRONICS.
THIS DRAWING LOANED AND SUBJECT
TO RETURN ON DEMAND JOB NO.:
---
NTSSCALE:
DRAWN BY:
OF
DRAWING NO.
DATE
JOB-NO:
DATE:
1SHEET 4 SHEETS
DRAW-NO:
TITLE:
MODEL
NAME
WATERTRONICS
APPROVED AS SUBMITTED
APPROVED AS NOTED
REVISE AND RESUBMIT
SIGNATURE: _______________________
CHECKEDCHECKED BY:
DATE: ___________
NAME: ____________________________
DATE2DATE:
DETAIL "A"
CONCRETE ANCHOR
TYPICAL (4) LOCATIONS
A
B
C
E
M
L
B
F
G
J
D
K
L
M
H
I
0
PSI
200
WATERTRONICSA LINDSAY COMPANY
NEC CLEARANCE
SEE LOCAL CODES
INLET
DISCHARGE
SEE DETAIL A
STATION COMPONENTS:
A PUMP AND MOTOR
B CHECK VALVE
C PRESSURE TRANSDUCER WITH GAUGE
D BYPASS VALVE
E FLOW SENSOR
F TEMP SENSOR
G STATION FAN HOOD MOUNTED
H PUMP INTAKE ISOLATION VALVE
I MARINE GRADE ALUMINUM ENCLOSURE (UNPAINTED)
J VFD
K MARINE GRADE ALUMINUM BASE (UNPAINTED)
L PUMP DISCHARGE ISOLATION VALVE
M STATION DISCHARGE ISOLATION VALVE
N DEAD-FRONT DISCONNECT
O 500 WATT THERMOSTATICALLY CONTROLLED HEATER - OPTIONAL
P INTERNAL SOUND DAMPENING INSULATION - OPTIONAL
PUMP STATION SPECIFICATIONS:
NAME: ISD 196 MIDDLE SCHOOL
STATION MODEL: WMBV-5000-2-15-460-3-200-100
STATION TOTAL PERFORMANCE: 200 GPM @ 100 PSI
DYNAMIC INLET PRESSURE: 48 PSI
BOOST PRESSURE: 52 PSI
REGULATED DISCHARGE PRESSURE: 100 PSI
PUMP HORSEPOWER:
PUMP NO.1: 15HP (3600RPM)
ISOLATION VALVE SIZES:
DISCHARGE ISOLATION VALVE SIZE: 3"
DISCHARGE MANIFOLD SIZE: 3"
POWER REQUIREMENTS: 460V, 60HZ, 3PHZ, 22FLA (EST.)
EXHAUST FAN REQUIREMENTS: STD. FAN
3" FLG INTAKE CONNECTION 3" FLG DISCHARGE CONNECTION
POWER
DISCONNECT
ENCLOSURE
0'-215
16"
0'-4 5
16"
64
SLAB
0'-4 3
16"
0'-23
4"0'-315
16"
SLAB
ANCHOR POINT
SEE DETAIL
BASE & SLAB DETAIL
POWER
DISCONNECT
ENCLOSURE
STATION ENCLOSURE FRONT
N
P
O
Page 183 of 308