HomeMy WebLinkAbout03172025 Agenda Packet
AGENDA
Planning Commission Regular Meeting
Monday, March 17, 2025
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 February 25, 2025 Regular Meeting Minutes
5. OLD BUSINESS
6. PUBLIC HEARINGS
a. Request by Independent School District 196 for a Site Plan and Building Design
Review for a proposed expansion and renovation to the existing Rosemount High
School.
b. Request by Kamal Omar and Appro Development for approval of a Site Plan Review
and Conditional Use Permit
7. NEW BUSINESS
8. DISCUSSION
9. ADJOURNMENT
Page 1 of 113
ROSEMOUNT PLANNING COMMISSION
REGULAR MEETING PROCEEDINGS
FEBRUARY 25, 2025
CALL TO ORDER/PLEDGE OF ALLEGIANCE
Pursuant to due call and notice thereof a regular meeting of the Planning Commission was held
on Tuesday, February 25, 2025, at 6:30 PM. in Rosemount Council Chambers, 2875 145th
Street West.
Chairperson Kenninger called the meeting to order with Commissioners Rivera, Reed, Beadner,
Ellis, and Whitman.
Staff present included the following; Community Development (CD) Director Adam Kienberger,
Senior Planner Anthony Nemcek, Planner Julia Hogan, Parks and Recreation Director Dan
Schultz, and CD Technician Liz Kohler.
The pledge of allegiance was said.
ADDITIONS TO AGENDA
Staff identified one change to move the request by Danner Inc for the renewal of their small-
scale mineral extraction permit to the Public Hearing section. Chairperson Kenninger stated
that it would be moved to the public hearing section and identified as item A and the request
by Riveter Real Estate LLC would become item B.
AUDIENCE INPUT
None.
CONSENT AGENDA
Chairperson Kenninger noted a correction on page 4 of the minutes from the January 28
meeting and asked Kohler if the correction had been made. Kohler confirmed that it had been.
Motion by Kenninger Second by Ellis
Motion to approve the consent agenda with the modification to page 4
Ayes: 6.
Nays: None. Motion Carried.
a. Minutes of the January 28, 2025 Regular Meeting Minutes
OLD BUSINESS
a. Request by Magellan Land Development for approval of rezoning land from A-2 -
Agricultural to R-2 - Low to Medium Density Residential, and a Preliminary Plat to
develop 58 townhome units.
Planner Hogan presented the request by Magellan Land Development for the approval of a rezoning
Page 2 of 113
from A-2 Agricultural to R-2 Low to Medium Density Residential and a Preliminary Plat to develop 58
townhome units. She showed land use maps and explained that the site is designated for low-density
residential space and the project meets the requirements for an R-2 zoning. She showed the site plan,
architectural renderings, the landscape plan, and explained access to the development. Hogan stated
that land has been benched for a future trail to be placed.
Hogan stated that the public hearing for this item was on January 28 and spurred some discussion,
leading to the item being continued. Staff recommended approval.
Commissioner Reed asked for further clarification on the trail. Nemcek responded that it must be
graded for a trail but not necessarily placed at this time.
Commissioner Ellis asked if the Parks and Recreation Director could speak to some of the issues that
had been brought up about the property.
Parks and Recreation Director Schultz explained that the property was donated in 2007. Schultz stated
that he had no recollection of talking to the homeowner to the north of the park about a fence prior
to the fall of 2024. He said that there is a possibility of revisiting the idea of building a fence if there
are footpaths being created through someone's property because of the park or other issues arising.
He also discussed plans for the future trail along the east side of Akron Avenue. Schultz stated that
there are lines marking off eight feet that could provide a space for residents to walk along if crossing
Akron Avenue is an issue. He also said that if the project moves forward, they can work with the
county to implement a better crosswalk.
Commissioner Whitman asked if Schultz was saying that there wasn't enough evidence currently to
warrant a fence being put in by the city. Schultz responded that he would say there is not enough
evidence currently. Schultz stated that signage and additional landscaping could be placed on the edge
of the park to deter people from entering the property to the north. He also stated that a trail could be
developed on the property to the north if the property owners ever do sell. He also said that if the area
is developed further, it's likely that it will get more attention from the county.
Commissioner Beadner asked if Flint Hills agreed to the creation of another trail on their property if the
city would work on that. Schultz replied that the city would be interested in working with them and the
county on that if it was something they wanted to pursue.
Jason Palmby
7129 Heatherton Trail
Palmby stated that there is a gas line that runs across that area of the Flint Hills property and is
deterring Flint Hills from establishing a trail.
Chairperson Kenninger opened the floor for public comment. She stated that a few letters were
received by the commission.
Greg Bergacker
13080 Akron Avenue
Bergacker stated that Schultz had told them that the city would be putting a fence in.
Chairperson Kenninger closed the public comment period.
Page 3 of 113
Commissioner Reed asked if there was anything that could be added to the rules of the homeowner’s
association.
Emily Becker
5354 Parkdale Drive, St Louis Park
Becker from MI Homes stated that there could be something put into the homeowner’s association
regulations or additional signage.
Chairperson Kennigner asked if the students would be bussed from this area. Hogan confirmed that
they would be. Chairperson Kenninger asked about the infrastructure of the site. Hogan confirmed that
the infrastructure is present and can handle the new development. Chairperson Kenninger asked if the
road was built to accommodate the project. Hogan responded that it was built to accommodate further
development and that the county plat commission did not have any comments aside from a right-hand
turn lane into the site.
Commissioner Whitman asked if any conditions could be added to the approval in an official way, so it
was more than a verbal agreement that signage or language in the HOA regulations was added. Staff
confirmed that it could be added into a motion.
Motion by Reed Second by Ellis
Motion to recommend the City Council approve a Zoning Map amendment to rezone the site
from A-2 – Agricultural to R2 – Low to Medium Density Residential.
Ayes: 6.
Nays: None. Motion Carried.
Motion by Kenninger Second by Reed
Motion to recommend the City Council approve the Preliminary Plat for Akron Ridge,
subject to:
a. Execution of a Subdivision Agreement.
b. Conformance with all requirements of the City Engineer as detailed in the attached
memorandum dated January 10, 2025.
c. Conformance with all requirements stated within the Dakota County Plat
Commission Memorandum.
d. Payment of $74,580 as a Landscape Surety.
e. Compliance with the conditions and standards within the Parks and Recreation
Director’s memorandum dated January 21, 2025.
f. Payment of all applicable fees including GIS, Park Dedication and other fees
identified in the current fee schedule.
g. Incorporation of any easements necessary to accommodate drainage, ponding,
streets and utilities.
h. Payment of trunk area charges in the amount of:
1. Sanitary Sewer Trunk Charge: $1,075/acre
2. Watermain Trunk Charge: $6,500/acre
3. Storm Sewer Trunk Charge: $6,865/acre
i. The declarations of the townhome residents include directions that they should not
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trespass on the property to the south and stating where the property lines are.
Ayes: 6.
Nays: None. Motion Carried.
PUBLIC HEARINGS
a. Request by Danner, Inc. for renewal of its Small Scale Mineral Extraction Permit for
2025
Planner Hogan presented on a request for the renewal of a Small Scale Mineral Extraction permit for
Danner Inc for 2025. She showed the site location, aerial photos, and the site plan. She also presented
on the stockpiling testing results and additional site photos. Staff recommended approval.
Chairperson Kenninger opened the public hearing.
Motion by Kenninger Second by Beadner
Motion to close the public hearing
Ayes: 6.
Nays: None. Motion Carried.
Motion by Rivera Second by Beadner
Motion to recommend the City Council approve the Danner, Inc. Small Scale Mineral
Extraction Permit for 2025, subject to the terms and conditions in the attached 2025 Draft
Conditions for Mineral Extraction.
Ayes: 6.
Nays: None. Motion Carried.
b. Request by Riveter Real Estate LLC for a major amendment to the Omni Orchards
Farm Winery PUD Agreement and a final site and building plan.
Planner Nemcek presented on a request by Riveter Real Estate LLC for a major amendment to the Omni
Orchards farm winery PUD agreement and final site and building plan. Nemcek showed the site location
and explained that the current use is residential, but the existing home and pole barn will be removed
for this project. He showed a site plan and stated that the area that has been used for overflow parking
will be paved and create a connection to the new parking lot that serves the new building.
Nemcek presented the received floor plan. He also discussed the capacity for parking and explained that
in the current parking lot there is an excess of 26 stalls which will meet the holistic site parking
requirements. He showed the external elevations. Nemcek also presented the landscape plan and
stated that it is a unique plan because of the orchard component of the site. The only issue that would
need to be addressed by the applicant is the requirement of 1 tree per 10 stalls and this has been added
as a condition of approval. No new public infrastructure is necessary for the site as sewer and water are
already located on Biscayne Avenue. The final stormwater pond design is being completed and is a
condition of approval. Staff recommended approval.
Chairperson Kenninger asked about parking requirements based on seating in the event space and if the
count included the tasting room or not. Nemcek responded that because of the extra parking in the
current parking lot the total number of spaces will meet the code requirement for both the event space
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and the tasting room. She also asked if the parking will be paved. Nemcek confirmed that it will be. He
also stated that there is additional overflow parking to the south that is not going to be paved because
it is designated for a future road. Commissioner Ellis asked if the previously identified parking included
the overflow parking to the south. Nemcek confirmed that it did not.
Chairperson Kenninger opened the public hearing.
Zack Ward
15701 Biscayne
The owners came up to the podium and stated that they are using the event space as a general event
space and the tasting room will be used more typically as a winery.
Chairperson Kennigner asked if they would be used at the same time. Ward responded that there would
be very little overlap. Chairperson Kennigner also asked about an opening date. Ward responded that
October first would be the desired opening date.
Motion by Kenninger Second by Reed
Motion to close public hearing
Ayes: 6.
Nays: None. Motion Carried.
Commissioner Beadner asked about the intersection of County Road 42 and Biscayne Avenue. Nemcek
responded that the county will be realigning the intersection to make it a perpendicular intersection
and improve sight lines. The signals will be in prior to or concurrent with the opening of the new middle
school.
Motion by Kenninger Second by Reed
Motion to recommend the City Council approve a Major Amendment to the Omni Farm
Winery planned unit development agreement expanding the PUD area to include the
property located at 15675 Biscayne Avenue.
Ayes: 6.
Nays: None. Motion Carried.
Motion by Kenninger Second by Beadner
Motion to approve a final site and building plan for an event space at the Omni farm winery
located at 15675 Biscayne Avenue, subject to the following conditions:
1. Submittal of a landscape surety equal to 110% of the value of trees planted on the
property.
2. The landscape plan shall be updated to relocate 13 trees to the landscaped areas of
the parking lot.
3. Compliance with the requirements of the City Engineer dated February 14th, 2025.
Ayes: 6.
Nays: None. Motion Carried.
NEW BUSINESS
Page 6 of 113
None.
DISCUSSION
Chairperson Kenninger noted that the next Planning Commission meeting will take place on
March 17th. Instead of the usual Tuesday meeting, it will be held on Monday, but will go back
to Tuesdays for April and May. Commissioner Ellis stated that he will likely be unable to attend
the March 17th meeting.
ADJOURNMENT
There being no further business to come before the Planning Commission at the regular
commission meeting, the meeting was adjourned at 7:31 p.m.
Respectfully submitted,
Liz Kohler
Community Development Technician
Page 7 of 113
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: March 17, 2025
Tenative City Council Meeting: Site Plan Reviews are solely the purview of the Planning Commission,
and, unless denied and appealed, are not reviewed by the City Council.
AGENDA ITEM: Request by Independent School District 196 for a
Site Plan and Building Design Review for a proposed
expansion and renovation to the existing
Rosemount High School.
AGENDA SECTION:
PUBLIC HEARINGS
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a.
ATTACHMENTS: Site Location, Applicant's Narrative, Survey, Phasing
Plan, Site Plan, Geometric Plan, Erosion Control
Plan, Grading and Drainage Plan, Utility Plan,
Landscape Plan, Civil Details, Tree Preservation
Data, Parking Lot Photometric Plan, Architectural
Plans, Exterior Elevations, Exterior Renderings,
Parking and Traffic Memorandum
APPROVED BY: AK
RECOMMENDED ACTION:
Motion to approve the site plan and building design to allow Independent School District 196 to
renovate and expand the existing Rosemount High School, subject to the following conditions:
1. Conformance with all conditions outlined in the City’s engineering and stormwater
management standards prior to the issuance of a building permit.
2. The applicant must make payment of any required sewer connection charges due to the
building additions and expansions as determined by the Metropolitan Council prior to the
issuance of a building permit.
3. Submission of a landscape security equal to one hundred and ten percent (110%) of the total
cost of plantings.
4. Any signage shall require a separate sign permit and meet the requirements of signs in the PI
zoning district.
5. Exterior lighting poles shall not exceed 30 feet in height.
BACKGROUND
SUMMARY
Applicant: Independent School District 196 (Rosemount,
Apple Valley, Eagan Public Schools)
Location: 3335 142nd Street West
Area in Acres: Approx 70.5 Acres
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Comp. Guide Plan Designation: PI – Public/Institutional
Current Zoning: PI – Public and Institutional District
The Planning Commission is being asked to conduct a site plan and building design review to allow
Independent School District 196 (Rosemount, Apple Valley, Eagan Public Schools) to renovate and
expand the existing Rosemount High School. The proposed project will include adding a new activity
center which incorporates a four-court fieldhouse, two-station auxiliary gymnasium, new strength and
performance space, multipurpose community rooms, offices and other support spaces. It will also
include an expansion of the existing building that includes a three-story classroom addition for 300
student additional capacity and expanded circulation spaces. A new parking lot area is also planned to
accommodate the capacity expansion in front of the proposed activity center. Renovations to the
existing building will also be done with this project which includes improving foodservice experience
for students, along with enhancing accessibility to the library and replacement of building systems and
components. Staff is recommending approval of the request subject to the conditions listed in the
recommended action above.
BACKGROUND
The City of Rosemount currently has one large school campus area that includes the Rosemount High
School, Rosemount Middle School and Rosemount Elementary School, all of which have been located
on the present site west of Robert Trail South since the mid 1960s. 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 2015, Independent School District 196 (ISD 196) proposed a $180 million dollar bond referendum
that was ultimately approved by district voters. Based on district analysis at the time, the Rosemount
campus was one of the sites in need of improvements in the areas of 1) safety, security, and ease of
access at the building entrances, 2) bus and parental drop-off areas, and 3) pedestrian safety in and
around parking and loading areas. In 2017, ISD 196 submitted a site plan and building design review
and conditional use permit to construct several buildings, and parking and access improvements to the
Rosemount campus. These requests were reviewed and approved by the city in October 2017.
In recognition of the need for safety and security and space for growth around the school district, ISD
196 proposed 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 of existing
schools. Additions were also proposed for various other schools within the district, along with
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 district's 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 already moved forward with both the new elementary and middle school in Rosemount.
The City Council approved the rezoning, minor subdivision, and conditional use permit for the new
Page 9 of 113
elementary school on a 34.51-acre site west of Akron Avenue and south of Bonaire Path at their March
19, 2024, regular meeting, and the school is planned to be completed in time for the fall 2025 school
year. The City Council approved the rezoning, conditional use permit, and preliminary and final plats
for the new middle school at their September 17, 2024, regular meeting. The approved new middle
school will be located on 75.6 acres of land south of 150th Street West and east of Biscayne Avenue,
and plans to open for the fall 2027 school year.
ISSUE ANALYSIS
Site Plan and Design Review
The purpose of a site plan review is to evaluate each project as it relates to the performance and site
design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial,
institutional and multi-family development projects. In this case, the applicant is proposing to
construct a series of improvements and additions to the existing Rosemount High School. Staff has
determined that these improvements and expansions meet the requirements for site plan review.
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
11-9-1 (Site and Building Plan Review).
One of the unique aspects concerning the school district's requests is that the site pre-dates many of
the City’s current zoning regulations, including stormwater management, parking, and landscaping
requirements. In addition, the proposed improvements do not substantially increase the amount of
impervious coverage onsite or decrease the available parking. In circumstances such as these, staff
generally advises applicants to bring the site into conformance with current zoning requirements as
much as practical, even though they may otherwise be allowed to continue an existing legal non-
conformity. For any new construction or additions beyond current conditions, the applicant will need
to comply with all applicable code requirements.
Land Use & Zoning
The subject property is guided for PI – Public/Institutional in accordance with the 2040 Future Land Use
Plan. The current zoning of the property follows this designation and is consistent with the expected
zoning for secondary schools. The continued use and improvement of the High School is consistent
with the Comprehensive Plan and allowed under the City’s zoning for the property.
Lot and Building Standards.
The Rosemount High School site covers over 70 acres, with a significant amount of open space
dedicated for ball fields, play areas and the wooded hillside adjacent to Carroll’s Woods Park. The
proposed additions and expansions include: a new activity center that extends east off of the existing
building and will have access to the school from a skyway, a three-story classroom addition that
extends southwest off of the library, expanded circulation space around the existing courtyards in the
school, improvements to the student center and kitchen area, and improvements to accessibility in the
library. These projects are subject to the minimum lot requirements, setbacks and site and building
standards of the PI - Public and Intuitional zoning district. None of the proposed building
expansions/improvements are located within any required setback areas for the PI zoning district, so
staff is not providing a detailed breakdown of the proposed additions/expansions as they meet the
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requirement.
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 architectural standards. The building elevation plans that were submitted
by the applicant show materials that are complementary to the existing high school building. The
proposed activity center is shown to be a mixture of architectural precast concrete, brick and metal
panels. The skyway that will connect the existing school with the new activity center will be a
combination of glass and metal panels. The new classroom additions will consist mostly of brick and
will be cohesive with the northern exterior of the existing building. The colors and patterns that are
proposed for the additions/expansions are influenced and replicated from the existing building design.
Much of the design is drawn from the additions that were made in 2017/2018. While metal paneling
and siding are 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 additions/expansions and are
included in the attachments.
Access & Parking
The main access to the Rosemount High School site comes from 142nd Street West, which extends
west off of South Robert Trail. There is secondary access to the site that comes from Chili Avenue,
which extends south from the site to the adjacent residential neighborhood and connects with 145th
Street West. The bus pickup/drop-off area is located on the southwest side of the school and has direct
access to Chili Avenue. The parent pickup/drop off area is shown on the east side of the front entrance
and accesses the site from 142nd Street West from South Robert Trail. The main parking lot areas on
site are located south of the bus and parent pickup/drop-off areas. Access to these areas comes from
both Chili Avenue and 142nd Street West.
Some of the changes that were made back in 2017 to the Rosemount School Campus included
relocation of the bus drop-off areas and general loading and unloading areas around the high school.
These changes were expected to alter some of the traffic patterns around the campus and, specifically,
the streets being used by buses to drop off and pick up students. Because of these changes, the city
required the school district to complete a traffic study to identify and examine the existing and future
traffic conditions at intersections in the area.
The study found that the site improvements at the time would not change the overall levels of traffic
coming to and from the school site. The changes would alter types of traffic at intersections in the area
since the primary intent of the improvements was to separate bus, parent/student drivers, and
pedestrian traffic from each other. Some of the major alterations to the site included having the high
school buses being directed to the Chili Avenue entrance, since that street provided the most direct
connection to the bus loading and unloading areas in front of the school. This was to help with
reducing the bus traffic at the South Robert Trail entrance to the school. Another major alteration
made with the direct connection between Chili Avenue and South Robert Trail through the high school
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site was eliminated. This was to help to eliminate some of the previous cut-through traffic between the
two streets.
The traffic study did note that certain intersections in the area were experiencing large loads and
delays during the morning and afternoon peak time periods. Traffic levels and delays at these
interactions were not projected to substantially change with the improvements made. The highly
congested intersections included South Robert Trail and 142nd Street West and Chili Avenue and 145th
Street West. The city recommended that the school district continue conversations with both the city
and MnDOT about proper management of traffic along South Robert Trail at the school entrance.
Starting in the summer of 2025, MnDOT will be constructing a roundabout at the intersection of South
Robert Trail and 142nd Street West to improve safety, reduce delays and enhance the overall
operations at the entrance of the High School site. In addition to adding the roundabout, additional
drainage and realigning of the bike/pedestrian crosswalks to include pedestrian access at the
roundabout will be completed. This work is shown to take place over the summer and be completed by
the fall.
As part of the improvements to the site with this project includes a new curbed, asphalt parking lot
that is planned near the new activity center. The lot will include accessible parking stalls along with
space for EV charging stations, and will add a total of 60 stalls to the high school site. Access to the new
parking lot area will come from an existing driveway off of 142nd Street West. The high school site
currently has a total of 948 stalls. There are 814 stalls throughout the school lots and an additional 134
stalls in the Irish Dome lot. The existing parking stall count exceeds the minimum requirement for off-
street parking standards in the PI zoning district for secondary schools. Secondary Schools require 1
stall per classroom plus 1 stall per 20 students. Currently, there are 81 classrooms within the school
and a total of 2,114 students that attend the high school. This totals out to be 187 stalls that are
required on site. The proposed additions/expansions to the high school will require an additional 27
parking stalls be incorporated on site. The proposed new school lot will add another 60 stalls and will
bring the total parking count on site to 1,008 stalls.
Current Rosemount High School Parking Stall Count
Use Required Provided
School, Secondary 187 Stalls Required
(1 per classroom plus 1 per 20
students)
948 Stalls
(All School Lots – 814 stalls)
(Irish Dome Lot – 134 stalls)
Proposed Rosemount High School Parking Stall Count Addition
Use Required Provided
School, Secondary 27 Stalls Required
(1 per classroom plus 1 per 20
students)
60 Stalls
Page 12 of 113
The school district does acknowledge and intends to continue some utilization of off-site public parking
for a variety of scenarios. Staff asked the school district if they had plans on adding additional parking
to the existing middle school site since the new middle school will be opening in Fall 2027. The school
district explained that no decisions have been made on the specific re-use of the old middle school and
that the district intends to address facility and planning needs at the time of re-use.
Parks and Trails
The school campus has a fairly extensive network of sidewalks and trails providing internal connections
between the existing three schools, access to the play area and ball field on the site, links to the
surrounding neighborhoods, and connections to the Carroll’s Woods trail system.
The Rosemount High School project that was approved in 2017 addressed some of the pedestrian
safety concerns that were previously identified on site. This project included the reconstruction of the
parking lot and parking/drop-off area in front of the school. The improvements created separate bus
loading and unloading and parental drop-off/parking areas in front of the high school, with a
pedestrian walkway that divides three larger parking areas for general parking. These improvements
were made to improve pedestrian safety by eliminating numerous points of conflict between cars,
buses and pedestrians. This proposed project will maintain the existing sidewalk and trail system.
Landscaping
A landscape plan was provided by the applicant which shows the number of existing trees on site,
location and type of trees that will be added to the site and replacement tree requirement
calculations. Currently, there are 1542 trees located throughout the high school site. 1336 trees are
located on the western part of the site, which is a part of Carroll’s woods. There are also 206 trees that
are proposed to remain that are not a part of the wooded area on the west side of the site. The
minimum tree requirement for the site is 1510 trees, and the existing trees on the site meet this
requirement.
There was additional landscaping added to the site with the Rosemount School Campus project in
2017. Landscaping was added to the interior and perimeter areas of the high school parking lots. Also
added to that project was a pedestrian walkway through the middle of the lot that included trees along
either side of the sidewalk. The school district added 46 deciduous trees and 45 coniferous trees (91
total) within the interior portions of the parking area where only 21 trees existed previously.
The submitted landscape plan also showed the breakdown of the replacement tree calculations. A total
of 26 trees and 389 caliper inches are to be removed from the site to allow for the construction of the
additions/expansions. A total of 194.5 caliper inches is required to be replaced on site which the
applicant is proposing a total of 134 trees and 328.5 caliper inches to be replaced on site. The applicant
also submitted a tree survey of the site to determine the impact of the additions and subsequent site
work. The replacement trees are planned to be integrated into the landscaping around the new
additions and throughout the site.
The additional landscaping will include a variety of trees, shrubs and plantings not only around the
perimeter of the new additions, but also integrated around the new stormwater management systems
and new parking lot area.
Site Lighting
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New LED lighting is planned around the perimeter of the new parking lot area and along the exterior of
the building additions. The pole lights around the parking lot will be 25-feet tall and include integral
motion sensor for dimming down to 15% when no movement or occupants are detected. The
proposed pole lighting height is in compliance with the zoning code as the maximum height for exterior
lighting is 30-feet if they are not within 100-feet of a residential use or district, which these lights will
not be. Exterior doors at the new activity center will have an adjacent building-mounted or canopy-
mounted light. The parking lot and exterior door lights will remain on all night for safety and security.
All lights will be full-cutoff to eliminate light pollution. The applicant has submitted a photometric plan
exhibit of the new parking lot area, and the plans demonstrate compliance with the City’s light
intensity standards.
Engineering
Detailed grading, erosion control, utility plans, and stormwater management plans were provided as
part of the applicant’s submittal and are in the process of being reviewed by the City’s engineer and
the City’s engineering/stormwater consultants. Since the applicant was required to submit revised
storm sewer information, an engineering memo was unable to be completed and provided as part of
the agenda packet. One comment that was outlined by the engineering department was that there is a
sanitary sewer connection proposed for 143rd Street West. This road is part of the City’s 2025
Improvement Project that will be starting in the spring. All work within the 143rd Street West right of
way should be completed prior to City construction in the area. Coordination of timing and restoration
requirements will need to be done between the applicant and the city.
The applicant is required to follow all requirements that are outlined by the City’s engineering and
stormwater standards prior to the issuance of a building permit. Staff will continue to work with the
applicant to get all engineering/stormwater comments resolved.
RECOMMENDATION
Staff is recommending approval of the site plan and building design review for Independent School
District 196 to allow for the proposed expansion and renovation to the existing Rosemount High
School. This recommendation is based on the materials submitted by the applicant, the findings made
in this report and the conditions outlined in the Recommended Actions section above.
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Page 15 of 113
February 25, 2025
Adam Kienberger
Community Development Director
City of Rosemount
Community Development
2875 145th Street West
Rosemount, Minnesota 55068
Re: Independent School District #196
Rosemount High School Additions and Renovations – Narrative
Commission No. 232218
Dear Adam:
In May 2023, Independent School District #196 - Rosemount-Eagan-Apple Valley passed a Bond
Referendum to improve and expand Facilities Districtwide. One element of the Referendum was to
renovate and expand Rosemount High School, along with improvements to indoor air quality.
The project will include expansion of the existing building with a new Activity Center addition that
incorporates a four-court fieldhouse, two-station auxiliary gymnasium, a new Strength and
Performance space, Multipurpose Community Rooms, toilet facilities, offices, and other support
spaces. Expansion of the existing building also includes a three-story classroom addition for 300
student additional capacity and expanded circulation spaces. A new parking lot is also planned to
accommodate the capacity expansion. Renovations of the existing building include improving the
Foodservice experience for students, along with enhancing accessibility to the Library and
replacement of building systems and components throughout.
As part of the City Code of Rosemount, the additions incorporate the architectural standards set
forth in the Zoning Code, §11-7-2 through the application and articulation of exterior wall materials
and colors. The proposed materials are intended to complement the existing building through the
use of brick, metal panels, architectural precast, and glass. The colors and patterns are influenced
and replicated from the existing building in how they are applied and grouped. Much of it is drawn
from the successful additions in 2018.
As part of the Zoning Code §11-7-3, a new curbed, asphalt parking lot is planned near the new
Activity Center. The lot will include accessible parking stalls along with space for EV charging
stations and adds a total of sixty stalls to the overall site. Access to the new lot utilizes an existing
driveway from 142nd Street West. Overall, onsite parking counts exceed City Ordinance, but the
additional parking reflects recommended addition based upon the District’s experience with
parking needs for the School’s operation.
Page 16 of 113
Letter to Adam Kienberger
Page 2
As part of the Zoning Code §11-7-6, a variety of trees, shrubs, and plantings are proposed around
the perimeters of the new additions and throughout the site. Additionally, the additions and
subsequent new stormwater management systems and parking lot impact existing athletic fields,
and as such, replacement fields and improvements to select fields are planned.
As part of the Zoning Code §11-7-7, the District has undergone a tree survey of the site to determine
the impact of the additions and subsequent site work. Replacement of removed trees are planned to
be integrated into the landscaping around the new additions and throughout the site.
Under the Zoning Code, §11-7-8, new LED lighting is planned for around the perimeter of the new
parking lot and along the exterior perimeter of the building additions. The pole lights at the parking
lot will be approximately 25-feet tall and include an integral motion sensor for dimming down to
15% when no movement / occupants are detected. Exterior doors at the new Activity Center will
have an adjacent building-mounted or canopy-mounted light. The parking lot and exterior door
lights will remain on all night for safety and security. All lights will be full-cutoff to eliminate light
pollution. The footcandles at property lines will not exceed 1fc.
Sincerely,
Wold Architects and Engineers
Sean W. Kelly | AIA
Associate
cc: Mark Stotts, ISD #196
Stephanie Rudie, ISD #196
R.Scott McQueen, Wold
Sal Bagley, Wold
Kristen Sachwitz, Wold
EM/EDU-MN-ISD 196/HS_Rosemount/232218/_Admin/Letters/2025.02.25 Letter to Adam Kienberger
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XXX
SALVAGE PERGOLA AND
RETURN TO OWNER
REMOVE WOOD
PLANTER
REFER TO UTILITY PLAN
FOR TREATMENT
REFER TO UTILITY PLAN
FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO UTILITY PLAN
FOR TREATMENT
5.00
'
REFER TO MECHANICAL PLANS FOR TREATMENT
5.00
'
5.00
'
5.00'5.00'
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
5
.
0
0
'
REFER TO ARCHITECTURAL PLANS FOR STOOP REMOVAL
REFER TO ARCHITECTURAL PLANS FOR TREATMENT OF CONCRETE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ABANDON PIPE IN PLACE. BLOW
FULL OF SAND AND CAP ENDS.
REFER TO UTILITY PLAN
FOR TREATMENT
SALVAGE STONE FOR
REINSTALLATION
REFER TO UTILITY PLAN
FOR TREATMENT
REFER TO UTILITY PLAN FOR TREATMENT
PROTECT STRUCTURE AND STORM SEWER
///////////////////////////////
REFER TO ARCHITECTURAL PLANS FOR
STAIR / LOADING DOCK REMOVALS DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C0.01
REMOVALS PLAN
WEST
/////////////////////////////////
XXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
CONCRETE CURB AND GUTTER REMOVALS
UNDERGROUND UTILITY REMOVALS
CONCRETE PAVEMENT REMOVALS
ASPHALT PAVEMENT REMOVALS
GRAVEL SURFACE REMOVALS
AGLIME REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
SAWCUT
TREE REMOVAL
MASS TREE AND SHRUB REMOVALS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
2.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS,
OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.
3.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT
IS DAMAGED BY THE WORK, TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE
ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE
CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE
CHARACTERISTICS.
5.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY
CONSTRUCTION OPERATIONS.
6.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.
NOTES
Page 29 of 113
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.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.63
7
.
725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.1
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
CB
939.4
935.0N
INV=934.8S
TOP=
INV=
CB
938.3
934.5N
INV=934.1SW
TOP=
INV=
CB
937.4
934.1
TOP=
INV=
CB
937.2
933.7SW
INV=933.4SE10" PVC ST S
10
"
P
V
C
S
T
S
6" PVCST S
1
5
"
R
C
P
S
T
S
TOP=
INV=
CB
937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
TOP=
INV=
CB
939.3
933.9SE
INV=929.5SW
INV=928.4NE
36
"
R
C
P
ST
S
36
"
R
C
P
ST
S
18" RCPST S
12" PVCST S
TOP=
INV=
CB
939.4
935.2SW
INV=934.2E
INV=933.5NW
2
7
"
R
C
P
S
T
S
21" RCP
S
T
S
TOP=
INV=
SMH
934.8
927.2E,W
INV=924.3S
INV=923.7N
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
18" PVC ST S
TOP=
INV=
CB
934.6
930.7
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
934.4
929.9
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
21"RCP ST S24" RCP ST S
12" PVC ST S
TOP=
INV=
CB
934.8
929.5ALL
TOP=
INV=
SMH
935.5
929.4ALL
15" PV
C
S
T
S
12
"
P
V
C
S
T
S
1
5
"
P
V
C
S
T
S
TOP=
INV=
SMH
935.5
929.2ALL
1
5
"
P
V
C
S
T
S
TOP=
INV=
CB
939.7
936.0
TOP=
INV=
CB
939.6
936.1
TOP=
INV=
CB
939.7
935.8N
INV=935.4E
INV=934.5SW
TOP=
INV=
CB
939.7
936.1E
INV=935.7W
15" PVC ST S
12" PVC ST S12
"
R
C
P
ST
S
TOP=
INV=
CB
939.1
933.1SE,NW
CB(BURIED)
TOP=935.4
SUMP=932.1
NO PIPES VISIBLE
SMH
TOP=937.1
INV=927.3 N,SW
INV=930.9 E
TOP=
INV=
CB
934.3
930.3W
INV=926.5S
INV=926.1N
12" RCPST S
36
"
P
V
C
S
T
S
42
"
R
C
P
S
T
S
B I T U M
I
N
O
U
S
B I T U
M
I
N
O
U
S
CONCRETE
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
G R
A
V
E
L
CONC
CONCCONC
CONC
CONC
CONCRE
T
E
CONCRE
T
E
U
G
E
UGE
UGE
UGE UGE UGE UGE
U
G
EUGEU
G
E
UG
E
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
TOP=
INV=
CB
938.6
932.8SE
INV=927.9SW
INV=927.7NE
2
7
"
R
C
P
S
T
S
B I T U M I N
O
U
S
OHE
SHED
B I T U
M
I
N
O
U
S
OHU
B I T U M I N O
U
S
CONCRETE
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
10" PVC ST S
10" PVC ST S
CONC
CONC
CONC
5 FOOT CHAIN
LINK FENCE
15 FOOT CHAIN
LINK FENCE
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
36
"
P
V
C
S
T
S
4
2
"
R
C
P
S
T
S
(
P
)
42" RCP ST S(P)
12"W(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
19
20
21
23
12" PV
C
24
25
26
27
22
BE
RD
RD
B
E
RD
13"MPL
KEYSTO
N
E
WALL
CONC
.
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
FOL
FOL FOLFOL
FOL FOL
UGC
UGC
U
G
C
I
N
P
L
A
C
E
-
E
X
T
E
N
T
U
N
K
N
O
W
N
FOL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REMOVE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
//////////////////////////////////////////////////////////////////////////////////////
X X X X X X X X X X X X X X X
X
X
X
X X X
X
X
X
XXX
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR STOOP REMOVAL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
REMOVE WALL
(INCLUDING
FOOTING)
REFER TO ELECTRICAL PLANS FOR TREATMENT
SALVAGE SAFETY NETTING AND POLES AND RETURN TO OWNER
ABANDON PIPE IN PLACE. BLOW
FULL OF SAND AND CAP ENDS.
X
X
X
X
X
X
X
X
X
X
X
X
REFER TO UTILITY PLAN
FOR TREATMENT
SALVAGE STONE FOR
REINSTALLATION
SALVAGE STONE FOR
REINSTALLATION
REFER TO UTILITY PLAN
FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REMOVE BOLLARDS
REFER TO UTILITY PLAN FOR TREATMENT
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REFER TO UTILITY PLAN FOR TREATMENT
REMOVE IRRIGATION (VERIFY LIMITS WITH OWNER)
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO UTILITY PLAN FOR TREATMENT
PROTECT STRUCTURE AND STORM SEWER
///////////////////////////////////////////////////////////////////
REFER TO UTILITY PLAN FOR TREATMENT
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C0.02
REMOVALS PLAN
CENTRAL
/////////////////////////////////
XXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
CONCRETE CURB AND GUTTER REMOVALS
UNDERGROUND UTILITY REMOVALS
CONCRETE PAVEMENT REMOVALS
ASPHALT PAVEMENT REMOVALS
GRAVEL SURFACE REMOVALS
AGLIME REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
SAWCUT
TREE REMOVAL
MASS TREE AND SHRUB REMOVALS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C0.02, REMOVALS PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
Page 30 of 113
UGE
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
TOP=
INV=
CB
935.9
931.7
TOP=
INV=
CB
936.2
931.8N
INV=931.7SW
12" PVC ST S
12" PVC
S
T
S
TOP=
INV=
CB
12
"
P
V
C
S
T
S
G R
A
V
E
L
U
G
E
UGEUGEUGE
B I T U M I N O U S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
G R A S
S
G R A S
S
G R
A
V
E
L
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S
CO
N
C
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
CONC
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
G R A S S
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
6
"
W
(
P
)
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
30"RCP ST S
24
"
R
C
P
S
T
S
24"RCP ST S
24"RCP S
T
S
15
"
P
V
C
S
T
S
15"RCP
INV=924.4 21"RCP ST S
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03
.
5
22.0
36.36.46.31
6
.
0
8.014.42
7
.
6
3
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
1
0
4
.
6
1
3
.
0
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
SMH
934.1
925.2SW
INV=925.1NE
TOP=
INV=
SMH
930.2
924.7SW
INV=924.6NE
15
"
R
C
P
ST
S
15
"
R
C
P
ST
S
TOP=
INV=
SMH
934.8
927.2E,W
INV=924.3S
INV=923.7N
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
24" RCP ST S
42
"
R
C
P
S
T
S
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
TNH=932.14
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
BITUMINOUS
10" PVC ST S
10" PVC ST S
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
CONC
4
2
"
R
C
P
S
T
S
(
P
)
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
W
(
P
)
W
(
P
)
W (P)
18
19
20
21
23
24
22
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
U
G
C
UGC
UGC
UGC
U
G
C
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REFER TO ARCHITECTURAL PLANS FOR STOOP REMOVAL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
REMOVE WALL
(INCLUDING
FOOTING)
REFER TO ELECTRICAL PLANS FOR TREATMENT
SALVAGE SAFETY NETTING AND POLES AND RETURN TO OWNER
REFER TO UTILITY PLAN
FOR TREATMENT
SALVAGE STONE FOR
REINSTALLATION
SALVAGE STONE FOR
REINSTALLATION
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO UTILITY PLAN FOR TREATMENT
PROTECT STRUCTURE AND STORM SEWER
REFER TO UTILITY PLAN FOR TREATMENT
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C0.03
REMOVALS PLAN
EAST
/////////////////////////////////
XXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
CONCRETE CURB AND GUTTER REMOVALS
UNDERGROUND UTILITY REMOVALS
CONCRETE PAVEMENT REMOVALS
ASPHALT PAVEMENT REMOVALS
GRAVEL SURFACE REMOVALS
AGLIME REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
SAWCUT
TREE REMOVAL
MASS TREE AND SHRUB REMOVALS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C0.02, REMOVALS PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
Page 31 of 113
8 FOOT CHAIN
LINK FENCE
SHEDUGE
UGE
UGEUGE
CONC
CONC
CONC
CONCRETE
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
8 FOOT CHAIN LINK
FENCE
12" DIP
G R A S S
G R A S S
G R A S S
G R A S S
G R A S S
24.216
.
2
UG
EUGEU
G
E
U
G
E
U
G
E
U
G
E
U
G
E
T R E E S
BITUMINOUS
GAS
G
A
S
G
A
S
STORM FORCEMAIN (P)
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
X
X
X
X
X
X
XX
X
X
X
X
X
X
XXXXXXXX
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
B I T U M
I
N
O
U
S
G R A V E L
G R A V E L
G R A S
S
16 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
18 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
8
F
O
O
T
C
H
A
I
N
L
I
N
K
FE
N
C
E
O
H
U
OH
U
OH
U
FOL
6"PEP ST S
12
"
P
V
C
S
T
S
6"PEP ST S
12
"
P
V
C
S
T
S
TOP=
INV=
CB
965.3
961.15
TOP=
INV=
DRYWELL
965.9
961.3 BOTTOM
INV=961.4 TO PIPE
29.8
12
.
0
0.5
24
.
7
34.4
11
.
4
0.4
1.7 22.0
11
.
7
6.0 4.
0
20.3 20.3
3.
9
6.0
11
.
6
22.0
1.6
0.5
11
.
4
81.0
15
.
7
25.9
12
.
3
21.0 0.
5 94.1
6.
3
39.8 1.0
2.7
E
9
10
G R A V E L
B I T U M
I
N
O
U
S
C O N C R E T E
LOADING DOCK
CONC STEPS
G R A S
S
G R A S
S
TNH=975.26
TNH=981.64
W
W
C O N C R E T E
FO
L
FOL
FOL FOL
////////////////////////////////////////////////////
10
"
P
V
C
15"RCP
15"RCP
15"RCP
1
2
"
R
C
P
S
T
S
1
2
"
R
C
P
S
T
S
24"RCP ST S
15
"
R
C
P
S
T
S
18"RCP ST S
ST S
1
5
"
R
C
P
S
T
S
1
5
"
R
C
P
S
T
S
21"RCP ST SSAN S
8" SAN S
SA
N
S
8"
S
A
N
S
SAN S
SA
N
S
8"DIP W
TOP=
INV=
CB
974.5
971.1
TOP=
INV=
CB
974.7
971.4
BOTTOM=969.1
TOP=
INV=
SMH
975.0
968.7
TOP=
INV=
SMH
976.9
971.7 E
INV=972.0 STOP=
INV=
CB W
976.7
973.1
BOTTOM=970.9
TOP=
INV=
CB
976.6
972.7 N
TOP=
INV=
SMH
976.9
972.4
TOP=
INV=
SMH
974.0
968.0
TOP=
INV=
MH
975.4
968.1 TO PIPE
INV=967.4 TOP BOTTOM
TOP=
INV=
CB
968.4
963.5 S
INV=963.6 N
TOP=
INV=
CB
968.1
963.7 S
INV=963.8 N
TOP=
INV=
CB
967.9
964.2
TOP=
INV=
MH
974.4
960.3 TOP=
INV=
MH
971.0
961.2
TOP=
INV=
MH
973.1
962.3
94.1
6.
3
39.8 1.0
2.7
18
6
.
3
13
.
8
1.0
2.
7
29.1
20.5
40
.
1
16.3
4.1
4.
1
35
.
7
60.0
35
.
5
2.0
21
.
0
2.0
35
.
5
60.1
13
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
TOP=
INV=
CB
973.0
969.0
TOP=
INV=
CB
976.9
970.8W
INV=970.4N
INV=969.7E
TOP=
INV=
CB
976.5
971.6NW(8"PVC)
INV=971.2NW(12"PVC)
INV=971.1E
12" RCP
S
T
S
12" PVC ST S
1
2
"
P
V
C
S
T
S
8" PVC
ST S
TOP=
INV=
MH
971.7
963.0
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
LOADING DOCK
G R A S
S
G R A S
S
FKA: MURPHY STREET
TNH=974.60
TNH=975.26
CONC
STEPS
CONC
STEPS
OHU
OH
U
OH
U
OHU
O
H
U
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
W
W
W
W
LA
GA
S
UGE
UGE
SA
N
S
C O N C R E T E C O N C R E T E
C O N C R E T E
CONC
CONC
30
.
0
65.0
2
.
7
1
.
0
12.5
2.71.0
62.8
11.7 2
.
7
2
.
0
FOL FOL
FO
L
FO
L
UGC
UG
C
U
G
C
UGC
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
INV= 965.8
INV= 964.2
FOL
F
O
L
//////////////////////
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C0.04
REMOVALS PLANS
FIELDS
2
C0.04
SOUTHEAST FIELD
3
C0.04
SOUTH
1
C0.04
NORTHEAST FIELD
/////////////////////////////////
XXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
CONCRETE CURB AND GUTTER REMOVALS
UNDERGROUND UTILITY REMOVALS
CONCRETE PAVEMENT REMOVALS
ASPHALT PAVEMENT REMOVALS
GRAVEL SURFACE REMOVALS
AGLIME REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
SAWCUT
TREE REMOVAL
MASS TREE AND SHRUB REMOVALS
PROPERTY LINE
LEGEND
1.REFER TO SHEET C0.02, REMOVALS PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
Page 32 of 113
8 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN
LINK FENCE
25 FOOT CHAIN
LINK FENCE
FOUL
POLE
8 FOOT CHAIN
LINK FENCE
LINK FENCE
EDGE OF
MOWED
GRASS
SHED
KEYSTONE
WALL
WETLAND FLAG SEE
GENERAL NOTES
WETLAND FLAG SEE
GENERAL NOTES
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
2
.
4
DE
C
.
4
,
2
0
2
3
SHED
SCOREBOARD
MAINTENANCE MH
TOP =930.2
C O
N
C
R
E
T
E
S P O R T S D O M E
B
I
T
U
M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
RUBBER
S
U
R
F
A
C
E
G R A
V
E
L
CONC
SHED
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
A R T I F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
G R A S
S
CONCRET
E
7 FOOT CHAIN
LINK FENCE
7 FOOT CHAIN
LINK FENCE
7 FOOT CHAIN
LINK FENCE
CONC
TNH=959.97
GU
A
R
D
R
A
I
L
I
N
G
GU
A
R
D
R
A
I
L
I
N
G
6 FOOT CHAIN
LINK FENCE
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
ICE ELEVATION = 924.0 FEET DEC. 4,
2023
6 FOOT CHAIN LINK
FENCE
B I T U M I N O U S
T R E E S
T R E E S
B
I
T
U
M
I
N
O
U
S
B I T U M I N O U S
G R A S S
G R A S S
G R A S S
24.216
.
2
T R E E S
CONCRETE
BITUMINOUS
C
O
V
E
R
E
D
L
O
A
D
I
N
G
D
O
C
K
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
0
.
1
60
.
1
40.2
164.2
1
2
.
0
10.2
25.0
2
5
.
0
3.5
1
0
.
0
18.0
4
3
.
3
35.1
0
.
1
122.2
8
3
.
5
41.3
2
4
.
4
41.4
1
2
.
6
13.9
19.9
2
0
.
9
192.3
34.2
4
1
.
1
90.292.6
32.6 1
0
.
5
5.3
2
1
.
4
5
4
.
3
5.4
2
1
.
4
32.5
1
0
.
6
61.0
3
3
.
3
129.5
115.2
4
3
.
1
3.6
1
2
.
9
144.1
1.5
1
2
.
9
4
3
.
6
138.9
5
9
.
9
1
9
.
7
14.3
2
1
.
3
3
9
.
3
22.9
1
.
3
8.5
3
4
.
7
8.5
7
3
.
3
109.4
8.4
3
4
.
7
8.5
3
7
.
3
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.036.36.46
.
3
1
6
.
08.014.42
7
.
637.725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
MA
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
E
R
H
A
N
G
8
4
.
0
SIGN
T E N N I S
C O U R T S
T E N N I S
C O U R T S
T E N N I S
N E T S
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
4 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
N E T S
T E N N I S
N E T ST E N N I S
N E T
T E N N I S
N E T
T E N N I S
C O U R T 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
CONCRETE
B I T U M
I
N
O
U
S
BLEACHERS
BLEACHERSA R T I F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
RUBBER
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
G R A
V
E
L
CONC
CONC
CONCCONC
CONC
CONCRET
E
CONCRET
E
CONCRET
E
CONCRET
E
CONCRET
E
CONCRET
E
CONCRET
E
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
CONC STEPS
CONC
CONC
CONC
4 FT.
WROUGHT
IRON FENCE
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
CONC CONC
CONC
7 FOOT CHAIN
LINK FENCE
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
"X"=942.79
SPIKE=944.88
SPIKE=963.86
TNH=965.01
CONC
T R E E ST R E E S
LA B
I
T
U
M
I
N
O
U
S
GU
A
R
D
R
A
I
L
I
N
G
10 FOOT CHAIN
LINK FENCE
CONC CONC
CONC
10 FOOT CHAIN
LINK FENCE
10 FOOT CHAIN
LINK FENCE
7 FOOT CHAIN
LINK FENCE
5 FOOT CHAIN
LINK FENCE
STONE
WALL
NETTING
B
I
T
U
M
I
N
O
U
S
SHED
B I T U
M
I
N
O
U
S
CONC
NETTING
STONE
WALL
G R A V E L
G R A V E L
G
R
A
V
E
L
G R A
V
E
L
KEYSTONE
WALL
KEYSTONE
WALL
CONC
STEPS
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONC
CONC
CONC
CONCRETE
CONCRETE
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
BITUM
I
N
O
U
S
BITUM
I
N
O
U
S
BITUM
I
N
O
U
S
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
G R A V E L
B
I
T
U
M
I
N
O
U
S
T R E E S
T R E E S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
13
14
15
16
18
19
20
21
23
12
11
24
25
26
27
1
22
2
3
4
5
6
7
8
9
10
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
RDRD
RD
RD
CONC
.
RD
RD
BE
RD
BE
RD
RD
RD
B
E
RD
RD
COMM
U
N
I
C
A
T
I
O
N
EASEM
E
N
T
P
E
R
D
O
C
.
NO. 2
1
4
3
7
3
4
(SEE
U
T
I
L
I
T
Y
N
O
T
E
5
)
WETLAND FLAG SEE
GENERAL NOTES
WETLAND
12
.
2
8.1
8.1
12
.
2
SHED
SEE
DETAIL B
SEE
DETAIL B
SEE
DETAIL B
OVERHANG
8.
4
0.5
27
.
6
22.5
82
.
5
29.8
12
.
0
0.5
24
.
7
34.4
11
.
4
0.4
1.7 22.0
11
.
7
6.0 4.
0
20.3 20.3
3.
9
6.0
11
.
6
22.0
1.6
0.5
11
.
4
81.0
15
.
7
25.9
12
.
3
21.0 0.
5 94.1
6.
3
39.8 1.02.7
18
6
.
3
13
.
8
1.0
2.
7
29.1
20.5
40
.
1
16.3
4.1
4.
1
35
.
7
60.0
35
.
5
2.0
21
.
0
2.0
35
.
5
60.1
28.10.
3
12.017.0 0.
3
0.
4
11.922.0 0.
4
0.
3
12.021.4 0.
31.0
0.3
26
.
1
0.3
10.0
DETAIL
NO SCALE
1.0
1 STORY BRICK BUILDINGELEMENTARY SCHOOL3155 144TH ST. W.
E
9
10
13
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
79.5
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
C O N C R E T E
C O N C R E T E
C O
N
C
R
E
T
E
LOADING DOCK
CONC STEPS
CONC
CONCRET
E
CON
C
R
E
T
E
CO
N
C
R
E
T
E
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
CONC
CONC STEPS
KEYSTONE WALL
KEYSTONE WALL
5 FT.
WROUGHT
IRON FENCE
6 FT. CHAIN LINK
FENCE
S A
N
D
GRAVEL
FK
A
:
H
Y
L
A
N
D
A
V
E
N
U
E
FKA: MURPHY STREET
TNH=977.27
TNH=974.60
TNH=975.26
TNH=981.64
TNH=981.34
CONC
STEPS
CONC
STEPS
C O N C
C O N C
C O N C
C O N C R E T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
LALA
LA
LA
LA
BI
T
U
M
I
N
O
U
S
4 FOOT
CHAIN
LINK
FENCE
4 FOOT
CHAIN
LINK
FENCE
CON
C
CO
N
C
CO
N
C
B I T U M
I
N
O
U
S
B I
T
U
M
I
N
O
U
S
DUGOUT
DU
G
O
U
T
C
O
N
C
R
E
T
E
CONC
WALL
6 FT. CHAIN LINK
FENCE
6 FT. CHAIN LINK
FENCE
6 FT. CHAIN LINK
FENCE
GR
A
V
E
L
12 FT. CHAIN LINK
FENCE
8 FT. CHAIN LINK
FENCE
4 FT. CHAIN LINK
FENCE
6 FT. CHAIN LINK
FENCE
G R A S
S
G R A S
S
CONC
C O N C R E T E
C O N C R E T E C O N C R E T E
C O N C R E T E
C O N C
R
E
T
E
C O N C R E T E
CONC
CONC
T R E E S
2.
72.
7
1.0
1.3
5.
0
5.
7
17
0
.
8
79.4
DETAIL B
NO SCALE
7.7
23
.
0
8.1
4.
0
30
.
0
65.0
5.
6
5.
612.1
26.7
32
.
1
32
.
0
32
.
1
8.1 76.0
2.
7
1.
0
12.5
2.71.0
62.8
11.7 2.
7
2.
0
25
6
.
6
75.3
91
.
3
16
5
.
3
80.0
BUILDING FOOTPRINT = 140,131 SQ. FT.
T.E. PAR. 212A
T.E. PAR. 212A
T.E. PAR. 212A
T.E. PAR. 209
PARCEL
2
1
2
A
P
A
R
C
E
L
2
1
2
A
PA
R
C
E
L
2
1
2
A
PAR. 212A
PA
R
C
E
L
2
0
9
P
A
R
C
E
L
2
0
9
21
2
A
2
1
2
A
FM
FM FM
FM
FM
FM
FM FM FM
FM
FM
FM
FM
PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING ADDITION 2
PROPOSED BUILDING ADDITION 3
PROPOSED BUILDING ADDITION 4
PROPOSED BUILDING ADDITION 5
PROPOSED BUILDING ADDITION 6
TEMPORARY HAUL ROAD:
CONSTRUCT SPRING 2025
REMOVE FALL 2025
BALLFIELD IRRIGATION:
COMPLETED BY JUNE 15, 2026
SEEDING DEADLINE SEPTEMBER 1, 2026
MAINTAIN UNTIL SEPTEMBER 1, 2027
BALLFIELD IRRIGATION:
COMPLETED BY JUNE 15, 2026
SEEDING DEADLINE SEPTEMBER 1, 2026
MAINTAIN UNTIL SEPTEMBER 1, 2027
CONTRACTOR STAGING
AND LAYDOWN AREA
PHASE 1 (SPRING 2025 TO FALL 2025)
EMERGENCY VEHICLE ROUTE
KEEP ROAD CLEAR AT ALL TIMES
NO CONTRACT ACCESS TO CHILI AVENUE
LOADING DOCK ACCESS FOR DISTRICT USE
ONLY. NO CONSTRUCTION DELIVERIES.
KEEP AREA CLEAR AT ALL TIMES.
LIMITED CONTRACTOR ACCESS FOR PARKING, MATERIAL STAGING, ETC.
NO CONTRACTOR ACCESS SEPTEMBER - JUNE
LIMITED COORDINATED ACCESS JUNE - AUGUST
NO CONTRACTOR PARKING OR STAGING
AT MIDDLE SCHOOL SITE
CONTRACTOR SITE ACCESS
APPROXIMATE LIMITS OF ROUNDABOUT CONSTRUCTION
NO CONTRACTOR ACCESS TO HWY 3 UNTIL PROJECT
COMPLETION (AUGUST 16, 2025)
TEMPORARY HAUL ROAD:
CONSTRUCTION SPRING 2025
REMOVE FALL 2026
PHASE 2 (FALL 2025 TO PROJECT COMPLETION)
EMERGENCY VEHICLE ROUTE
KEEP ROAD CLEAR AT ALL TIMES
NO
PARKING
NO
PARKING EV ONLY
NO
PARKING
EV ONLYEV ONLYEV ONLY
FORCEMAIN MUST BE
OPERATIONAL BY AUGUST 2026
OR BY COMPLETION OF ACTIVITY
CENTER, WHICHEVER IS SOONER
PRACTICE FIELD IRRIGATION:
COMPLETED BY JUNE 2027
SEEDING DEADLINE SEPTEMBER 1, 2027
MAINTAIN UNTIL SEPTEMBER 1, 2028
NO CONTRACTOR PARKING
COURTYARD ADDITIONS:
COMPLETED FALL OF 2026
CLASSROOM AND ACTIVITY CENTER ADDITIONS:
MARCH 2025 - AUGUST 2026
TEMPORARY SEDIMENT BASIN:
CONSTRUCT SPRING 2025
INFILTRATION AREA:
CONSTRUCT FALL 2026
PROPOSED BUILDING
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
100 200 C1.00
PHASING PLAN
Page 33 of 113
IC
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E
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.
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K
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
0
.
1
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.
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.
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.
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.
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3
3
.
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4
3
.
1
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1
2
.
9
144.1
1.5
1
2
.
9
4
3
.
6
138.9
5
9
.
9
1
9
.
7
14.3
2
1
.
3
3
9
.
3
22.9
1
.
3
8.5
3
4
.
7
8.5
7
3
.
3
109.4
8.4
3
4
.
7
8.5
3
7
.
3
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.637.725.21
3
.
2
5.0
2
0
.
9
31.0
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
M
A
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
E
R
H
A
N
G
8
4
.
0
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
CONC
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
13
14
15
16
18
19
20
21
23
12
11
25
26
27
1
22
2
3
4
5
6
7
8
9
10
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
RDRD
RD
RD
CONC
.
RD
RD
BE
RD
BE
RD
RD
RD
B
E
RD
RD
D
D
D
D
D
D
D
PROPOSED BUILDING ADDITION 1
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 2
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 3
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 4
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 5
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 6
10
50
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
R4
0
.
0
0
'
R4.00'
R
1
0
.
0
0
'
R4.00'
R2
9
.
0
0
'
R
6
1
.
0
0
'
9' WIDE
129°15'17"
6' WALK
R15
.
0
0
'
R1
5
.
0
0
'
R14
.
0
0
'
6' WALK
R
1
5
.
0
0
'
R5
.
0
0
'
R10.00'
ALIGN WITH STOOP
1
0
.
0
0
'
R
1
5
0
.
0
0
'
R35.00'
R
2
0
0
.
0
0
'
R1
4
.
0
0
'
R5.00'
6' WALK
ALIGN WALK WITH EDGE OF STOOP
3.00'
3
.
0
0
'
R5
.
0
0
'
R
5
.
0
0
'
6' WALK
6' WALK
90°0'2
9
"
10
5
°
0
'
0
"
165°
0
'
0
"
152
°
2
6
'
4
1
"
113°5
0
'
3
2
"
126°29
'
5
9
"
2
0
.
0
0
'
2
7
.
7
4
'
34.85
'
90°0'0"
7
.
7
7
'
10' WALK
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.01
SITE PLAN WEST
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 GRAVEL SURFACE
PROPOSED AGLIME
PROPOSED RETAINING WALL
PROPOSED CHAIN LINK FENCING
PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FENCING KEY NOTE
PROPOSED TRAFFIC SIGN
SIGNAGE KEY NOTE
PROPOSED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPOSED 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 WEST, FOR GENERAL NOTES.
2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL
RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED
MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT
JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL
AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH
EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR
RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT.
NOTES
Page 34 of 113
A R T I
F
I
C
I
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T
U
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F
F
I
E
L
D
BITUMIN
O
U
S
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.63
7
.
725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.1
B I T U M
I
N
O
U
S
B I T U
M
I
N
O
U
S
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
SHED
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONC
CONC
CONCRETE
CONCRETE
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
19
20
21
23
24
25
26
27
22
BE
RD
RD
B
E
RD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
S
D
D
D
D
PROPOSED BUILDING ADDITION 1
28
20
6
60
50
NO
PARKING
NO
PARKING EV ONLY
12' X 20' SLAB
EV ONLYEV ONLYEV ONLY
6
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING
BASE BID BUILDING LIMIT
ALTERNATE BID BUILDING LIMIT
R4
0
.
0
0
'
R4.00'
R5.00'
R5
.
0
0
'
R
1
5
.
0
0
'
R10
.
0
0
'
R5.
0
0
'
R20.00'
2
0
.
0
0
'
R
1
0
.
0
0
'
R4.00'
R2
9
.
0
0
'
R
6
1
.
0
0
'
9' WIDE
129°15'17"
R200.0
0
'
20.00
'
10' WIDE
7' WALK
ALIGN WITH EDGE OF STOOP
ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP
ALIGN WITH EDGE OF STOOP
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
R10.0
0
'
R
1
5
.
0
0
'
R5
.
0
0
'
ALIGN WITH STOOP
1
0
.
0
0
'
152
°
2
6
'
4
1
"
113°5
0
'
3
2
"
126°29
'
5
9
"
2
0
.
0
0
'
2
7
.
7
4
'
34.85
'
90°0'0"
7
.
7
7
'
10' WALK
2
4
.
0
0
'
63.00'75.75'
181.00'
10
8
.
0
0
'
24.00'
R2
0
.
0
0
'
R
2
0
.
0
0
'
R6
0
.
0
0
'
R
8
.
0
0
'
R76.0
0
'
R100
.
0
0
'
R120.00'
R15.00'
R150.00'
20.00'
24.0
0
'
1°35'52"
8' WALK
R5
0
.
0
0
'
R1
5
2
.
9
3
'
R5.
0
0
'
R5.
0
0
'
ALIGN WITH
EXISTING
WALK
R10
.
0
0
'
R4.
0
0
'
R4.
0
0
'
R
4
.
0
0
'
20
.
0
0
'
R
1
0
0
.
0
0
'
R
1
0
0
.
0
0
'
R10.
0
0
'
R1
0
.
0
0
'
R15.00'
R15
.
0
0
'
R5
.
0
0
'
8' WALK
ALIGN WITH EDGES OF STOOPS
110
°
0
'
0
"
160°0'0"
8' WALK
8' WALK
7' WALK
R
1
0
.
0
0
'
R10
.
0
0
'
R
2
0
.
0
0
'
1
0
.
0
0
'
R1
5
.
0
0
'
R20
.
0
0
'
R
2
6
.
0
0
'
8.
0
7
'
R4.0
0
'
R
4
.
0
0
'
R
5
.
0
0
'
R5.
0
0
'
R5
.
0
0
'
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.02
SITE PLAN
CENTRAL
R
1.REFER TO SHEET C1.01, SITE PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
REFER TO STRUCTURAL
PLANS FOR SLAB
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 GRAVEL SURFACE
PROPOSED AGLIME
PROPOSED RETAINING WALL
PROPOSED CHAIN LINK FENCING
PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FENCING KEY NOTE
PROPOSED TRAFFIC SIGN
SIGNAGE KEY NOTE
PROPOSED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
A
1
C5.01
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 35 of 113
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
G R
A
V
E
L
B I T U M I N O U S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03
.
5
22.0
36.36.46.31
6
.
0
8.014.42
7
.
6
3
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
1
0
4
.
6
1
3
.
0
TNH=932.14
B I T U M I N O U S B I T U M I N O U S
BITUMINOUS
CONCRETE
CONCRETE
CONC
CONC
18
19
20
21
23
24
22
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING
BASE BID BUILDING LIMIT
ALTERNATE BID BUILDING LIMIT
R4
0
.
0
0
'
R4.00'
R5.00'
R5
.
0
0
'
R
1
5
.
0
0
'
R10
.
0
0
'
R5
.
0
0
'
R20.00'
2
0
.
0
0
'
R
1
0
.
0
0
'
R4.00'
R2
9
.
0
0
'
R
6
1
.
0
0
'
9' WIDE
129°15'17"
6' WALK
R15
.
0
0
'
R1
5
.
0
0
'
R14
.
0
0
'
6' WALK
R200.0
0
'
20.00
'
10' WIDE
7' WALK
ALIGN WITH EDGE OF STOOP
ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP
ALIGN WITH EDGE OF STOOP
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
8' WALK
8' WALK
R5
4
.
0
0
'
R16
.
0
0
'
R54.00
'
R10.0
0
'
R
2
.
0
0
'
90°0'0"
140°
4
4
'
2
0
"
1
3
5
°
0
'
0
"
R5.00'
R5
.
0
0
'
10.00'
ALIGN WITH STOOP
152
°
2
6
'
4
1
"
113°5
0
'
3
2
"
126°29
'
5
9
"
2
0
.
0
0
'
2
7
.
7
4
'
R4.0
0
'
R
4
.
0
0
'
R
5
.
0
0
'
R5.
0
0
'
R5
.
0
0
'
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.03
SITE PLAN EAST
R
1.REFER TO SHEET C1.01, SITE PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
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 GRAVEL SURFACE
PROPOSED AGLIME
PROPOSED RETAINING WALL
PROPOSED CHAIN LINK FENCING
PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FENCING KEY NOTE
PROPOSED TRAFFIC SIGN
SIGNAGE KEY NOTE
PROPOSED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
A
1
C5.01
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 36 of 113
SHED
CONC
CONC
CONCRETE
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
8 FOOT CHAIN LINK
FENCE
G R A S S
G R A S S
24.216
.
2
T R E E S
BITUMINOUS
8'H
CLF
8'H
CLF
8'H
CLF
VIEWNUMBER
SHEETNUMBER
R1
0
1
.
0
0
'
R1
4
.
0
0
'
R
9
8
.
9
8
'
R60.00'
58.00'
20.0
0
'
58
.
0
0
'
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
B I T U M
I
N
O
U
S
29.8
12
.
0
0.5
24
.
7
34.4
11
.
4
0.4
1.7 22.0
11
.
7
6.0 4.
0
20.3 20.3
3.
9
6.0
11
.
6
22.0
1.6
0.5
11
.
4
81.0
15
.
7
25.9
12
.
3
21.0 0.
5 94.1
6.
3
39.8 1.0
2.7
E
9
10
B I T U M
I
N
O
U
S
C O N C R E T E
LOADING DOCK
CONC STEPS
G R A S
S
TNH=975.26
TNH=981.64
C O N C R E T E
T.E. PAR. 212A
T.E. PAR. 212A
PAR. 212A
D
D
D D
50'H
NET
8'H
CLF
8'H
CLF
50'H
NET
NO
PARKING
50'H
NET
8'H
12'W
8'H
CLF
8'H
CLF
370.00'
R
3
0
.
0
0
'
R100.00'
R45.00'
R55.00'
R15.00'
135°
0
'
0
"
1
3
5
°
0
'
0
"
40.00'
50.00'
50
.
0
0
'
1
4
5
°
0
'
0
"
1
4
5
°
0
'
0
"
18
0
.
0
0
'
170°0'0"
80.00'
164.57'
23
0
.
0
0
'
5' WALK
5' WALK
R
1
6
.
0
0
'
R
1
6
.
0
0
'
94.1
6.
3
39.8 1.0
2.7
18
6
.
3
13
.
8
1.0
2.
7
29.1
20.5
40
.
1
16.3
4.1
4.
1
35
.
7
60.0
35
.
5
2.0
21
.
0
2.0
35
.
5
60.1
13
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
LOADING DOCK
G R A S
S
G R A S
S
FKA: MURPHY STREET
TNH=974.60
TNH=975.26
CONC
STEPS
CONC
STEPS
LA
C O N C R E T E C O N C R E T E
C O N C R E T E
CONC
CONC
30
.
0
65.0
2
.
7
1
.
0
12.5
2.71.0
62.8
11.7 2
.
7
2
.
0
P
A
R
C
E
L
2
1
2
A
P
A
R
C
E
L
2
0
9
2
1
2
A
S
NO
PARKING
R
3
0
.
0
0
'
5' WALK
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.04
SITE PLAN FIELDS
R
6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
8' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE AND BOTTOM RAIL
6' HIGH, 12' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE
50' HIGH NET
FENCING KEY NOTES
6'H
CLF
6'H
12'W
8'H
CLF
50'H
NET
2
C1.04
SOUTHEAST FIELD
3
C1.04
SOUTH
1
C1.04
NORTHEAST FIELD
1.REFER TO SHEET C1.01, SITE PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
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 GRAVEL SURFACE
PROPOSED AGLIME
PROPOSED RETAINING WALL
PROPOSED CHAIN LINK FENCING
PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FENCING KEY NOTE
PROPOSED TRAFFIC SIGN
SIGNAGE KEY NOTE
PROPOSED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
A
1
C5.01
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 37 of 113
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
2
.
4
DE
C
.
4
,
2
0
2
3
C
O
V
E
R
E
D
L
O
A
D
I
N
G
D
O
C
K
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
0
.
1
6
0
.
1
40.2
164.2
1
2
.
0
10.2
25.0
2
5
.
0
3.5
1
0
.
0
18.0
4
3
.
3
35.1
0
.
1
122.2
8
3
.
5
41.3
2
4
.
4
41.4
1
2
.
6
13.9
19.9
2
0
.
9
192.3
34.2
4
1
.
1
90.292.6
32.6 1
0
.
5
5.3
2
1
.
4
5
4
.
3
5.4
2
1
.
4
32.5
1
0
.
6
61.0
3
3
.
3
129.5
115.2
4
3
.
1
3.6
1
2
.
9
144.1
1.5
1
2
.
9
4
3
.
6
138.9
5
9
.
9
1
9
.
7
14.3
2
1
.
3
3
9
.
3
22.9
1
.
3
8.5
3
4
.
7
8.5
7
3
.
3
109.4
8.4
3
4
.
7
8.5
3
7
.
3
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.637.725.21
3
.
2
5.0
2
0
.
9
31.0
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
M
A
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
E
R
H
A
N
G
8
4
.
0
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
CONC
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
13
14
15
16
18
19
20
21
23
12
11
25
26
27
1
22
2
3
4
5
6
7
8
9
10
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
RDRD
RD
RD
CONC
.
RD
RD
BE
RD
BE
RD
RD
RD
B
E
RD
RD
D
D
D
D
D
D
D
PROPOSED BUILDING ADDITION 1
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 2
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 3
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 4
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 5
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING ADDITION 6
10
50
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
R4
0
.
0
0
'
R4.00'
R
1
0
.
0
0
'
R4.00'
R2
9
.
0
0
'
R
6
1
.
0
0
'
9' WIDE
129°15'17"
6' WALK
R15
.
0
0
'
R1
5
.
0
0
'
R14
.
0
0
'
6' WALK
R
1
5
.
0
0
'
R5
.
0
0
'
R10.00'
ALIGN WITH STOOP
1
0
.
0
0
'
R
1
5
0
.
0
0
'
R35.00'
R
2
0
0
.
0
0
'
R1
4
.
0
0
'
R5.00'
6' WALK
ALIGN WALK WITH EDGE OF STOOP
3.00'
3
.
0
0
'
R5
.
0
0
'
R
5
.
0
0
'
6' WALK
6' WALK
90°0'2
9
"
10
5
°
0
'
0
"
165°
0
'
0
"
152
°
2
6
'
4
1
"
113°5
0
'
3
2
"
126°29
'
5
9
"
2
0
.
0
0
'
2
7
.
7
4
'
34.85
'
90°0'0"
7
.
7
7
'
10' WALK
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.05
GEOMETRIC PLAN
WEST
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, 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
PI
BASELINE FOR DIMENSIONS
POINT OF INTERSECTION
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 38 of 113
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
BITUMIN
O
U
S
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.63
7
.
725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.1
B I T U M
I
N
O
U
S
B I T U
M
I
N
O
U
S
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
SHED
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONC
CONC
CONCRETE
CONCRETE
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
19
20
21
23
24
25
26
27
22
BE
RD
RD
B
E
RD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
S
D
D
D
D
PROPOSED BUILDING ADDITION 1
28
20
6
60
50
NO
PARKING
NO
PARKING EV ONLYEV ONLYEV ONLYEV ONLY
6
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING
R4
0
.
0
0
'
R4.00'
R5.00'
R5
.
0
0
'
R
1
5
.
0
0
'
R10
.
0
0
'
R5.
0
0
'
R20.00'
2
0
.
0
0
'
R
1
0
.
0
0
'
R4.00'
R2
9
.
0
0
'
R
6
1
.
0
0
'
9' WIDE
129°15'17"
R200.0
0
'
20.00
'
10' WIDE
7' WALK
ALIGN WITH EDGE OF STOOP
ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP
ALIGN WITH EDGE OF STOOP
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
R10.0
0
'
R
1
5
.
0
0
'
R5
.
0
0
'
ALIGN WITH STOOP
1
0
.
0
0
'
152
°
2
6
'
4
1
"
113°5
0
'
3
2
"
126°29
'
5
9
"
2
0
.
0
0
'
2
7
.
7
4
'
34.85
'
90°0'0"
7
.
7
7
'
10' WALK
2
4
.
0
0
'
63.00'75.75'
181.00'
10
8
.
0
0
'
24.00'
R2
0
.
0
0
'
R
2
0
.
0
0
'
R6
0
.
0
0
'
R
8
.
0
0
'
R76.0
0
'
R100
.
0
0
'
R120.00'
R15.00'
R150.00'
20.00'
24.0
0
'
1°35'52"
8' WALK
R5
0
.
0
0
'
R1
5
2
.
9
3
'
R5.
0
0
'
R5.
0
0
'
ALIGN WITH
EXISTING
WALK
R10
.
0
0
'
R4.
0
0
'
R4.
0
0
'
R
4
.
0
0
'
20
.
0
0
'
R
1
0
0
.
0
0
'
R
1
0
0
.
0
0
'
R10.
0
0
'
R1
0
.
0
0
'
R15.00'
R15
.
0
0
'
R5
.
0
0
'
8' WALK
ALIGN WITH EDGES OF STOOPS
110
°
0
'
0
"
160°0'0"
8' WALK
8' WALK
7' WALK
R
1
0
.
0
0
'
R10
.
0
0
'
R
2
0
.
0
0
'
1
0
.
0
0
'
R1
5
.
0
0
'
R20
.
0
0
'
R
2
6
.
0
0
'
8.
0
7
'
R4.0
0
'
R
4
.
0
0
'
R
5
.
0
0
'
R5.
0
0
'
R5
.
0
0
'
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.06
GEOMETRIC PLAN
CENTRAL
1.REFER TO SHEET C1.05, GEOMETRIC PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
PI
BASELINE FOR DIMENSIONS
POINT OF INTERSECTION
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 39 of 113
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
G R
A
V
E
L
B I T U M I N O U S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03
.
5
22.0
36.36.46.31
6
.
0
8.014.42
7
.
6
3
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
1
0
4
.
6
1
3
.
0
TNH=932.14
B I T U M I N O U S B I T U M I N O U S
BITUMINOUS
CONCRETE
CONCRETE
CONC
CONC
18
19
20
21
23
24
22
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
REFER TO ARCHITECTURAL PLAN FOR
BUILDING DIMENSIONS AND LAYOUT
PROPOSED BUILDING
BASE BID BUILDING LIMIT
ALTERNATE BID BUILDING LIMIT
R4
0
.
0
0
'
R4.00'
R5.00'
R5
.
0
0
'
R
1
5
.
0
0
'
R10
.
0
0
'
R5
.
0
0
'
R20.00'
2
0
.
0
0
'
R
1
0
.
0
0
'
R4.00'
R2
9
.
0
0
'
R
6
1
.
0
0
'
9' WIDE
129°15'17"
6' WALK
R15
.
0
0
'
R1
5
.
0
0
'
R14
.
0
0
'
6' WALK
R200.0
0
'
20.00
'
10' WIDE
7' WALK
ALIGN WITH EDGE OF STOOP
ALIGN WITH EDGES OF STOOPSALIGN WITH EDGES OF STOOP
ALIGN WITH EDGE OF STOOP
ALIGN WITH BUILDING CORNER
ALIGN WITH BUILDING CORNER
8' WALK
8' WALK
R5
4
.
0
0
'
R16
.
0
0
'
R54.00
'
R10.0
0
'
R
2
.
0
0
'
90°0'0"
140°
4
4
'
2
0
"
1
3
5
°
0
'
0
"
R5.00'
R5
.
0
0
'
10.00'
ALIGN WITH STOOP
152
°
2
6
'
4
1
"
113°5
0
'
3
2
"
126°29
'
5
9
"
2
0
.
0
0
'
2
7
.
7
4
'
R4.0
0
'
R
4
.
0
0
'
R
5
.
0
0
'
R5.
0
0
'
R5
.
0
0
'
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.07
GEOMETRIC PLAN
EAST
1.REFER TO SHEET C1.05, GEOMETRIC PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
PI
BASELINE FOR DIMENSIONS
POINT OF INTERSECTION
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 40 of 113
SHED
CONC
CONC
CONCRETE
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
8 FOOT CHAIN LINK
FENCE
G R A S S
G R A S S
24.216
.
2
T R E E S
BITUMINOUS
R1
0
1
.
0
0
'
R1
4
.
0
0
'
R
9
8
.
9
8
'
R60.00'
58.00'
20.0
0
'
58
.
0
0
'
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
B I T U M
I
N
O
U
S
29.8
12
.
0
0.5
24
.
7
34.4
11
.
4
0.4
1.7 22.0
11
.
7
6.0 4.
0
20.3 20.3
3.
9
6.0
11
.
6
22.0
1.6
0.5
11
.
4
81.0
15
.
7
25.9
12
.
3
21.0 0.
5 94.1
6.
3
39.8 1.0
2.7
E
9
10
B I T U M
I
N
O
U
S
C O N C R E T E
LOADING DOCK
CONC STEPS
G R A S
S
TNH=975.26
TNH=981.64
C O N C R E T E
T.E. PAR. 212A
T.E. PAR. 212A
PAR. 212A
D
D
D D
NO
PARKING
370.00'
R
3
0
.
0
0
'
R100.00'
R45.00'
R55.00'
R15.00'
135°
0
'
0
"
1
3
5
°
0
'
0
"
40.00'
50.00'
50
.
0
0
'
1
4
5
°
0
'
0
"
1
4
5
°
0
'
0
"
18
0
.
0
0
'
170°0'0"
80.00'
164.57'
23
0
.
0
0
'
5' WALK
5' WALK
R
1
6
.
0
0
'
R
1
6
.
0
0
'
94.1
6.
3
39.8 1.0
2.7
18
6
.
3
13
.
8
1.0
2.
7
29.1
20.5
40
.
1
16.3
4.1
4.
1
35
.
7
60.0
35
.
5
2.0
21
.
0
2.0
35
.
5
60.1
13
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
LOADING DOCK
G R A S
S
G R A S
S
FKA: MURPHY STREET
TNH=974.60
TNH=975.26
CONC
STEPS
CONC
STEPS
LA
C O N C R E T E C O N C R E T E
C O N C R E T E
CONC
CONC
30
.
0
65.0
2
.
7
1
.
0
12.5
2.71.0
62.8
11.7 2
.
7
2
.
0
P
A
R
C
E
L
2
1
2
A
P
A
R
C
E
L
2
0
9
2
1
2
A
S
NO
PARKING
R
3
0
.
0
0
'
5' WALK
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C1.08
GEOMETRIC PLAN
FIELDS
2
C1.08
SOUTHEAST FIELD
3
C1.08
SOUTH
1
C1.08
NORTHEAST FIELD
1.REFER TO SHEET C1.05, GEOMETRIC PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
PI
BASELINE FOR DIMENSIONS
POINT OF INTERSECTION
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 41 of 113
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
2
.
4
DE
C
.
4
,
2
0
2
3
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
ST S
18"RCP
ST S
12"RCP
S
T
S
12
"
R
C
P
S
T
S
1
2
"
R
C
P
S
T
S
24"RCP S
T
S
12
"
P
V
C
S
T
S
15"RCP
INV=924.4
15"RCP
S
T
S
15"RCP
S
T
S
12"RCP
ST S
12"RCP
S
T
S
INFILTRATION
AREA (P)
12"
R
C
P
ST
S
DT(P)
D
T
(
P
)
12
"
R
C
P
ST
S
TO
P
=
INV
=
SM
H
941
.
4
928
.
9
N
E
,
S
TOP=
INV=
CB
940.6
927.2E
INV=927.1W
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
TOP=
INV=
SMH
929.0
924.0
TOP=
INV=
MH
942.1
934.3 NW, SW
INV=934.2 NE
TOP=
INV=
CB
941.0
937.1
TOP=
INV=
MH 941.6
935.7
TOP=
INV=
CB
941.0
935.4 SW,NEINV=936.7 N
TOP=
INV=
SMH
941.9
934.55
TOP=
INV=
SMH
938.3
929.8
C
O
V
E
R
E
D
L
O
A
D
I
N
G
D
O
C
K
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
0
.
1
6
0
.
1
40.2
164.2
1
2
.
0
10.2
25.0
2
5
.
0
3.5
1
0
.
0
18.0
4
3
.
3
35.1
0
.
1
122.2
8
3
.
5
41.3
2
4
.
4
41.4
1
2
.
6
13.9
19.9
2
0
.
9
192.3
34.2
4
1
.
1
90.292.6
32.6 1
0
.
5
5.3
2
1
.
4
5
4
.
3
5.4
2
1
.
4
32.5
1
0
.
6
61.0
3
3
.
3
129.5
115.2
4
3
.
1
3.6
1
2
.
9
144.1
1.5
1
2
.
9
4
3
.
6
138.9
5
9
.
9
1
9
.
7
14.3
2
1
.
3
3
9
.
3
22.9
1
.
3
8.5
3
4
.
7
8.5
7
3
.
3
109.4
8.4
3
4
.
7
8.5
3
7
.
3
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.637.725.21
3
.
2
5.0
2
0
.
9
31.0
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
M
A
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
E
R
H
A
N
G
8
4
.
0
TOP=
INV=
BH
941.2
938.8
12" PEP S
T
S
TOP=
INV=
SMH 942.1
933.
8
N
W
INV=
9
2
8
.
7
N
E
INV=
9
2
8
.
5
S
W
SMH
PARK
E
D
O
N
TOP =
9
4
2
.
1
12"RCP
ST S8" PVC
ST S
TOP=
INV=
SMH
934.1
925.2SW
INV=925.1NE
TOP=
INV=
SMH
930.2
924.7SW
INV=924.6NE
15
"
R
C
P
ST
S
15
"
R
C
P
ST
S
TOP=
INV=
CB
939.4
935.0N
INV=934.8S
TOP=
INV=
CB
938.3
934.5N
INV=934.1SW
TOP=
INV=
CB
937.4
934.1
TOP=
INV=
CB
937.2
933.7SW
INV=933.4SE10" PVC ST S
10
"
P
V
C
S
T
S
6" PVCST S
1
5
"
R
C
P
S
T
S
TOP=
INV=
CB
937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
INV=931.0SWTOP=
INV=
CB
937.2
930.9NE,SE
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
SMH
TOP=939.2
BOTTOM TANK=930.1
NO VISIBLE PIPES
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
9
3
9
938
939
94
0
941
941
930
935
929
926
927
928940
945944943
942941
939
938
937
936
935
934
933
941
942
94
0
94
294
5
94
6
94
7
94
8
94
9
95
0
939
938
939
940
CONC
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
30" RCPST S
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
CB
PARKED ON
TOP =936.5
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
12"RCP
ST S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
945
950
955
9
6
0
965
970
975
980
9
8
0
975
9
7
0
9
7
0
9
7
5
9
8
0
9
8
5
95
596096
5
97
0
976
977 978
979
981
982 983
984
974
972
973971
981
9
7
9
9
7
8
977
9
7
6
97
4
9
7
3
972
97
1
96
9
968
98
4
983
9
8
2
9
8
1
9
7
9
9
7
8
9
7
6
9
7
2
9
6
8
9
6
7
9
6
6
9
6
9
968
9
6
7
9
6
69
6
4
9
6
3
9
6
2
9
6
1
9
5
9
9
5
8
9
5
7
9
5
6
954
953
952
951
949
948
947
946
944
942
943
943
944
946 94
7
948949
9
6
3
9
6
1
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
13
14
15
16
18
19
20
21
23
12
11
25
26
27
1
22
2
3
4
5
6
7
8
9
10
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
RDRD
RD
RD
CONC
.
942
RD
RD
BE
RD
942
BE
RD
RD
RD
B
E
RD
RD
942
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
F
O
L
F
O
L
FOL
FO
L
FOL
FOL
FOL
UGC
UG
C
UGC
UGC
U
G
C
UGC
UGC
UGC
U
G
C
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 2
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 3
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 4
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 5
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 6
DRI -2
ST-108
ST-109
ST-110
ST-111
ST-112
ST-113
ST-114
ST-115
ST-116
ST-117
ST-118
ST-131
ST-132
ST-133
ST-134
ST-135
ST-136
43.0
43.0
43.0
43.0
43.0
43.0
43.0
33.0
43.0
43.0
42.9
42.9
42.9
42.9
42.9
42.9
42.9
42.9
43.0
42.9
42.9
42.7
42.5
42.1
42.7
41.4
41.6
41.7
42.6
42.6
42.441.9
41.9
42.6
42.5
42.9
42.4 ME
42.3 ME
42.3 ME
42.4 ME
42.4 ME
42.3
42.5
42.5
41.5
42.8
43.1
46.7
47.8 ME
45.0 ME
35.0 ME
32.3 ME
32.5 ME
32.7 ME
34.2 ME
33.5 ME
30.2 ME
30.2 ME
30.1 ME
30.3 ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
38.2 ME
32.3
41.9 ME
42.5
41.7 ME
42.0 ME
42.6 ME
42.5 ME
42.5 ME
42.5
42.8 ME
42.7 ME
42.942.4 ME
42.5
42.4
42.5
42.9
42.9 ME
42.8
42.9 ME
42.8 ME
42.4 ME
42.6 ME
42.0
41.6
41.1
41.941.9
41.9
41.7
41.4
40.942.143.5 ME
43.0 ME
42.6 ME
42.4 ME
42.3 ME
41.7 ME
42.2 ME
42.4 ME
42.4 ME
42.6 ME
42.4 ME
42.2 ME
42.4 ME
42.5 ME 42.2 ME
42.8 ME
45.5 ME
48.0 ME
47.9 ME
46.7 ME
46.0 ME44.5 ME
41.3
41.6 42.0
42.342.0
41.85
42.15
42.15
41.94
41.6
42.3
42.2
42.5
42.3
42.0
42.2
42.4
41.7
42.8 ME
41.9
42.0
41.4
94
2
943
944
945
946 947
931
942
942
942
942
941
94
0
935
S
>
>
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>>
>>
D
>>
D
>>>>
>>
D
>>
>>
D
>>
>>
>>
>>>>
>>
>>
>>
>>
>
>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
D
D
>>
>>
>>
>>
>>
IP
IP
IP
IP
IP
IP
IP
[][]
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
1
C5.01
[]
[]
[]
[]
[]
[]
[]
[]
1
C5.01
PROVIDE DAILY SWEEPING
C5.01
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C2.01
EROSION
CONTROL PLAN
WEST
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 (DT) / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
INLET PROTECTION DEVICE AT STORM SEWER INLET
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
PROPOSED EROSION CONTROL BLANKET
PROPOSED TEMPORARY DIVERSION BERM
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY
BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
4.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
5.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.
6.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION,
CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED
RESTORATION.
7.INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT
FROM THE FOLLOWING LIST OF APPROVED PRODUCTS:
a.ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO
b.ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCO
c.INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.
d.INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.
e.INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC.
f.DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC.
g.DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC.
h.OR APPROVED EQUAL.
8.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO
NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED
AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY
WITH THE MN CONSTRUCTION STORMWATER PERMIT.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 42 of 113
TOP=
INV=
SMH
935.5
929.1E
INV=929.0S,NW
15
"
P
V
C
S
T
S
12
"
P
V
C
S
T
S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
BITUMIN
O
U
S
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
ST S
12"RCP ST S
2
4
"
R
C
P
S
T
S
2
4
"
R
C
P
S
T
S
24"RCP S
T
S
8"
V
C
P
S
T
S
8
"
P
V
C
S
T
S
21"RCP ST S
TOP=
INV=
SMH
935.4
928.6 N
INV=928.4 S
INV=932.1 NW
INV=929.0 E
TOP=
INV=
CB
943.4
938.8
TOP=
INV=
CB
932.9
930.4 S
INV=930.2 N
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.63
7
.
725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.1
TOP=
INV=
CB
939.4
935.0N
INV=934.8S
TOP=
INV=
CB
938.3
934.5N
INV=934.1SW
TOP=
INV=
CB
937.4
934.1
TOP=
INV=
CB
937.2
933.7SW
INV=933.4SE10" PVC ST S
10
"
P
V
C
S
T
S
6" PVCST S
1
5
"
R
C
P
S
T
S
TOP=
INV=
CB
937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
TOP=
INV=
CB
939.3
933.9SE
INV=929.5SW
INV=928.4NE
36
"
R
C
P
ST
S
36
"
R
C
P
ST
S
18" RCPST S
12" PVCST S
TOP=
INV=
CB
939.4
935.2SW
INV=934.2E
INV=933.5NW
2
7
"
R
C
P
S
T
S
21" RCP
S
T
S
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
18" PVC ST S
TOP=
INV=
CB
934.6
930.7
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
934.4
929.9
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
21"RCP ST S
12" PVC ST S
TOP=
INV=
CB
934.8
929.5ALL
TOP=
INV=
SMH
935.5
929.4ALL
15" PV
C
S
T
S
12
"
P
V
C
S
T
S
1
5
"
P
V
C
S
T
S
TOP=
INV=
SMH
935.5
929.2ALL
1
5
"
P
V
C
S
T
S
TOP=
INV=
CB
939.7
936.0
TOP=
INV=
CB
939.6
936.1
TOP=
INV=
CB
939.7
935.8N
INV=935.4E
INV=934.5SW
TOP=
INV=
CB
939.7
936.1E
INV=935.7W
15" PVC ST S
12" PVC ST S12
"
R
C
P
ST
S
TOP=
INV=
CB
939.1
933.1SE,NW
CB(BURIED)
TOP=935.4
SUMP=932.1
NO PIPES VISIBLE
SMH
TOP=937.1
INV=927.3 N,SW
INV=930.9 E
TOP=
INV=
CB
934.3
930.3W
INV=926.5S
INV=926.1N
36
"
P
V
C
S
T
S
B I T U M
I
N
O
U
S
B I T U
M
I
N
O
U
S
941 942
943 944 945 9
4
6
950
945
935
934
9
3
5936937
934
935
935936
937938939
940
941
945
942 943 944940
9
3
9
938
939
94
0
941
941
940
938
9399379
3
5
934
933
932
930
935
929
926
927
928
938
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
TOP=
INV=
CB
938.6
932.8SE
INV=927.9SW
INV=927.7NE
2
7
"
R
C
P
S
T
S
SHED
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
10" PVC ST S
10" PVC ST S
CONC
CONC
CONC
CONCRETE
CONCRETE
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
36
"
P
V
C
S
T
S
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
19
20
21
23
24
25
26
27
22
BE
RD
RD
B
E
RD
942
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
FOL
FOL FOLFOL
FOL FOL
UGC
UGC
U
G
C
I
N
P
L
A
C
E
-
E
X
T
E
N
T
U
N
K
N
O
W
N
FOL
FFE = 936.0 = ARCH 93'-0"
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING
ST-101
ST-102
ST-103
ST-104ST-105ST-106
ST-107
ST-124
ST-125 ST-126
ST-136
43.0
43.0
36.6
36.0
36.0
36.0
36.0
36.0
36.0
36.036.0
36.0
36.036.0
36.0
42.9
35.9
35.9
35.9
35.9 35.9
35.9
35.9
35.9
35.9
35.9
35.9
35.8
35.7
35.4 TC
35.1
36.1
34.7
35.9
36.5
34.4 34.7
34.0
34.3
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
32.8 ME
33.0 ME
33.4 ME
38.2 ME
36.4
36.3
38.2 ME
35.5 35.5
35.5
35.8
35.5
35.8
35.6
35.5 35.5 35.5 35.5
35.5
35.5 35.5 35.8
35.8 35.5 35.5
35.5
36.0
35.5
35.5
35.535.535.535.535.535.5
35.5
35.8
35.835.535.5
35.5 35.5
35.5
35.5
42.5
42.4
42.5
42.9
42.9 ME
42.8
42.6 ME
34.1
93
6
93
6
93
5
9
3
5
935
93
5
9
3
5
9
3
5
93
5
935
935
93
5
93
4
93
3
93
2
931
932
933
934
935
93
6
935 935
935
934
934
935935
935
936
937
938
939
940
940
940
941
942
S
S
D
>
>
>
>
D
>>
>>
>>
>>
D
>
>
>
>
>
>
>
>
>
>
>
>
D
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>
>
>
>
>
>
>
>>
D
>>
>>D
>
>
>
>
>>
>>
>>
>>>>>>
>>
>>
>>
>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>
>
>
>
>>
>>
>>
>>
>>>>
>>
>>
>>>>
>
>
>
>
>>>>>>
>>
>>
D
D
D
>
>
>
>
>>>>
D
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>
>
>
>
>
>
>
>
>>
>>
>>>>
>>
D
>>
>>
>
>
>
>
>
>
>
>
D
D
D
D
D
D
D
DD
>>
>>D
>>
>
>
>
>
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>D
>>>>>>
S
BS 1
INV: 924.50
MECH: XX'XX"
86 DFUs
LIFT STATION
RIM: 935.4
INV: 924.30 6" N
INV: 924.66 4" S
REFER TO C5.02
8' - 6" SCH 40 PVC @ 2.41%
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>
>>
>
>
>
>
>
>
>>>>>>
>>
D
D
>
>
D
D
>>>>>>>>
>>
>>
>>
IP
IP
[]
[]
[]
[]
[]
[]
[
]
IP
IP
IP
IP
IP
IPIPIP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IPIPIP
IP
IP
IP IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
SF
SF
SF
SF
SF
SF
3
C5.01
1
C5.01
PROVIDE DAILY SWEEPING PROVIDE DAILY SWEEPING
PROVIDE DAILY SWEEPING
2
C5.01
[]
[]
[]
SF SF SF
CONCRETE
WASHOUT
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C2.02
EROSION
CONTROL PLAN
CENTRAL
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 (DT) / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
INLET PROTECTION DEVICE AT STORM SEWER INLET
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
PROPOSED EROSION CONTROL BLANKET
PROPOSED TEMPORARY DIVERSION BERM
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C2.01, EROSION CONTROL PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 43 of 113
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
TOP=
INV=
CB
935.9
931.7
TOP=
INV=
CB
936.2
931.8N
INV=931.7SW
12" PVC ST S
12" PVC
S
T
S
TOP=
INV=
CB
12
"
P
V
C
S
T
S
926
927
928
929 93
0
926 92792892
9
925
9
2
5
9
2
6
9
2
7
9
3
3
9
2
8
9
2
9
9
3
0
9
3
1
9
3
2
9
3
4
96
0
9
3
6
937
938
936
G R
A
V
E
L
B I T U M I N O U S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
24"RCP S
T
S
15"RCP
INV=924.4 21"RCP ST S
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03
.
5
22.0
36.36.46.31
6
.
0
8.014.42
7
.
6
3
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
1
0
4
.
6
1
3
.
0
TOP=
INV=
SMH
934.1
925.2SW
INV=925.1NE
TOP=
INV=
SMH
930.2
924.7SW
INV=924.6NE
15
"
R
C
P
ST
S
15
"
R
C
P
ST
S
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
935
934
932
930
935
929
926
927
928
TNH=932.14
B I T U M I N O U S B I T U M I N O U S
BITUMINOUS
10" PVC ST S
10" PVC ST S
CONCRETE
CONCRETE
CONC
CONC
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
18
19
20
21
23
24
22
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
U
G
C
UGC
UGC
UGC
U
G
C
FFE = 936.0 = ARCH 93'-0"
PROPOSED BUILDING
ST-101
DRI -1
ST-102
ST-103
ST-110
ST-119
ST-120
ST-121
36.0
36.0
36.0
36.036.0
36.0
36.036.0
35.9
35.9
35.9
35.9 35.9
35.9
35.9
ME
32.5 ME
32.7 ME
34.2 ME
33.5 ME
30.2 ME
30.2 ME
30.1 ME
30.3 ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
32.8 ME
35.5 35.5 35.8
35.5
36.0
35.5
35.5
35.535.535.535.535.535.5
35.5
35.8
35.835.535.5
35.5 35.5
35.5
32.3
42.6 ME
34.1
9
3
5
9
3
5
93
5
935
935
93
5
93
4
93
3
93
2
931
932
D
>
>
>
>
>
>
>
>
>
>
>
>
D
>
>
>
>
>
>
>
>
>
>
>>
D
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
D
D >>>>>>
>
>
>
>
>
>
>
>
>
>
>>>>
>>
>>
POND 7P
BOTTOM ELEVATION: 916.00
BOTTOM AREA: 922 SF
EOF: 930.00
HWL: 929.84
NWL: 926.00
INFILTRATION BASIN 8P
BOTTOM ELEVATION: 923.00
BOTTOM AREA: 2,610 SF
EOF: 930.80
HWL: 928.60
WQV ELEVATION: 926.70
D
>>
D
>>
D
D
D
D
>>>>>>>>>>>>
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>D
BS 1
INV: 924.50
>>>>
>>
>
>
>
>
>
>
>>>>>>
>>
D
>
>
D
>
>
D
>>
[]
[]
[]
[]
[]
[]
[][][]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[
]
[
]
[
]
[
]
[
]
[
]
IP
IP
IP
IPIPIP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
1
C5.01
1
C5.01
2
C5.01
1
C5.01
2
C5.01
POROUS BAFFLES, COMPOSED OF PREWASHED BURLAP
FENCING, CATEGORY 4 WOOD FIBER BLANKET OR CATEGORY 5
WOOD OR COCONUT BLANKET. POSTS MUST BE SUFFICIENT TO
BAFFLE VERTICAL AT ALL TIMES. BAFFLE SHALL HAVE THE FLOC
SOCK ATTACHED BY WIRE. PROVIDE 4 FLOC SOCKS EVENLY
SPACED ACROSS THIS LENGTH.
FLOATING
HEAD SKIMMER
MONITOR pH AND TURBIDITY OF DISCHARGE WATER EVERY HOUR
UNTIL PERFORMANCE IS DETERMINED. THE GOAL OF pH IS 7.0. IF
TURBIDITY EXCEEDS A DEFINED NUMBER, A FLOCCULENT
RECIRCULATION SYSTEM MUST BE INSTALLED. ALKALINE pH ADJUST
SHALL BE IN THE FORM OF CO2 SPARGING. AFTER pH AND TURBIDITY
PERFORMANCE IS DEEMED SUITABLE BY THE ENGINEER, TAKE READINGS
FROM THE OUTFALL PIPE TWICE PER WEEK. SAMPLES WILL BE
COLLECTED IN A CLEAR PLASTIC BOTTLE. SAMPLES WILL BE CONSIDERED
PASSING IF A PERSON'S HAND IS CLEARLY VISIBLE THROUGH THE
BOTTLE. TESTS THAT DO NOT PASS REQUIRE CONTRACTOR TO MODIFY
EROSION CONTROL OR ENGAGE CONTINGENCY PLAN.
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C2.03
EROSION
CONTROL PLAN
EAST
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 (DT) / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
INLET PROTECTION DEVICE AT STORM SEWER INLET
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
PROPOSED EROSION CONTROL BLANKET
PROPOSED TEMPORARY DIVERSION BERM
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C2.01, EROSION CONTROL PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 44 of 113
SHED
96
0
96
1
949 9
5
1
950
955
960
961
962 CONC
CONC
CONCRETE
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
8 FOOT CHAIN LINK
FENCE
964
96
6
96
7
968
9
6
3
9
6
4
9
6
7
9
6
8
96
2
96
2
962
962 963
962
9
6
3
963
959958
957956954953952
961
96
5
9
6
5
960
955
950
955
12" DIP
G R A S S
G R A S S
24.216
.
2
T R E E S
BITUMINOUS
GAS
G
A
S
G
A
S
STORM FORCEMAIN (P)
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
B I T U M
I
N
O
U
S
944 945 9
4
6
9
4
7
9
4
8
9
4
9
9
5
0
960
955
950
963
964
FOL
6"PEP ST S
12
"
P
V
C
S
T
S
6"PEP ST S
12
"
P
V
C
S
T
S
TOP=
INV=
CB
965.3
961.15
TOP=
INV=
DRYWELL
965.9
961.3 BOTTOM
INV=961.4 TO PIPE
29.8
12
.
0
0.5
24
.
7
34.4
11
.
4
0.4
1.7 22.0
11
.
7
6.0 4.
0
20.3 20.3
3.
9
6.0
11
.
6
22.0
1.6
0.5
11
.
4
81.0
15
.
7
25.9
12
.
3
21.0 0.
5 94.1
6.
3
39.8 1.0
2.7
E
9
10
B I T U M
I
N
O
U
S
965
966
970
975
980
C O N C R E T E
LOADING DOCK
CONC STEPS
G R A S
S
TNH=975.26
TNH=981.64
C O N C R E T E
67.1 67.1 67.1 67.1 67.1 67.1 67.1 67.1
65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1
64.9 64.4 64.4 64.4 64.4 64.4 64.4 64.464.9 64.9 64.9 64.9 64.9 64.9
65.1 65.1 65.1 65.1 65.1 65.1 65.1
65.161.4
61.7 EOF
61.9
62.2
62.8
63.5 ME
63.2 ME
63.1 ME
62.5 ME
62.2 ME
62.1
62.4
63.0
63.1
63.4
61.2 ME
64.8
64.6
64.4
63.8
64.364.3 64.2
64.3 TW
61.3 BW
61.2 ME
64.3 TW
63.3 BW
63.2 ME
63.9
64.264.1
64.0 ME
64.3
64.6
64.8
64.3
65.0 ME
64.7 ME
64.6
64.6
65.0
64.9 ME
65.3
65.4
65.5 65.4 TW
64.5 BW
64.4 ME
65.9
65.9
66.0 66.0 TW
63.8 BW
63.7 ME
66.2
66.2 TW
65.0 BW
63.2 ME
62.9
62.3
63.5 ME
63.8 ME
65.1 ME64.3
64.7
64.9 ME
65.3 ME
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C5.01
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C2.04
EROSION
CONTROL PLAN
FIELDS
2
C2.04
SOUTHEAST FIELD
3
C2.04
SOUTH
1
C2.04
NORTHEAST FIELD
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 (DT) / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
INLET PROTECTION DEVICE AT STORM SEWER INLET
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
PROPOSED EROSION CONTROL BLANKET
PROPOSED TEMPORARY DIVERSION BERM
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
IP
1
C5.01
1.REFER TO SHEET C2.01, EROSION CONTROL PLAN WEST, FOR NOTES.
2.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 45 of 113
865B
49B
W
857A
454E
857A
279B
963D2
344
106D2
454B
155C
155E
865B
865B
454C
963D2
865B
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
MUSYM MUNAME HYDGRP MUHELCL
49B Antigo silt loam, 1 to 8 percent slopes B PHEL
106D2 Lester loam, 10 to 16 percent slopes, moderately eroded C HEL
155C Chetek sandy loam, 8 to 15 percent slopes B HEL
155E Chetek sandy loam, 15 to 25 percent slopes B HEL
279C Otterholt silt loam, 6 to 15 percent slopes B HEL
344 Quam silt loam C/D ---
454B Mahtomedi loamy sand, 3 to 8 percent slopes A PHEL
454C Mahtomedi loamy sand, 8 to 15 percent slopes A HEL
454E Mahtomedi loamy sand, 15 to 25 percent slopes A HEL
857A Urban land-Waukegan complex, 0 to 1 percent slopes ---NHEL
865B Urban land-Hubbard complex, 0 to 6 percent slopes ---NHEL
963D2 Timula-Bold silt loams, 12 to 18 percent slopes, eroded B HEL
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 C2.01
DIRECTION OF FLOW C2.XX
FINAL STABILIZATION C2.XX
SOILS C2.03
DRAINAGE STRUCTURES C1.XX
DRAINAGE TABULATION C1.XX
STORM SEWER PLAN & PROFILE SHEETS C5.XX - C5.XX
EROSION & SEDIMENT CONTROL DETAILS C2.04
EROSION CONTROL TABULATION C2.XX
TURF ESTABLISHMENT TABULATION C2.XX
NARRATIVE & NOTES C2.01 - C2.02
FEETSCALE
0 100 200
R
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C2.04
SWPPP SOILS
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 46 of 113
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
<PROJECT NAME -YEAR>
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
PROJECT LOCATION:
RECEIVING WATERS:
Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the
USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to
construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in
approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated.
DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT:
Construction activities include: Site grading, sanitary sewer and water main extensions, temporary
erosion and sediment control, and permanent stabilization.
Stormwater currently runs off into localized storm sewer that drains to Schwarz Pond. After construction
is complete stormwater will continue to drain into Schwarz Pond with no change in drainage patterns.
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 demolition and removals.
4)Grade the site to subgrade elevations.
5)Construct stormwater basins and install storm sewer.
6)
7)
8)Add additional temporary BMPs as necessary during construction based on inspection reports.
9)Ensure final stabilization measures are complete.
10)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner.
11)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is
considered complete.
The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing
training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on
the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training
documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This
information shall be kept up to date until the project NOT is filed.
RESPONSIBLE PARTIES:
The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required
by the National Pollutant Discharge Elimination System (NPDES) Phase II program.
The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application
of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection
and maintenance of the erosion prevention and sediment control BMPs.
A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA.
ADDITIONAL COMPENSATION
Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise
authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and
sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction
Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to
accommodate Contractor phasing.
DOCUMENT RETENTION
Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information
required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit
and for three (3) years following the NOT.
GENERAL STORMWATER DISCHARGE REQUIREMENTS
All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge
have been included in the preparation of this SWPPP. These include but are not limited to:
1.The expected amount, frequency, intensity, and duration of precipitation.
2.The nature of stormwater runoff and run-on at the site
3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion.
4.The range of soil particle sizes expected to be present on the site.
Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater
Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in
digital format upon written request to the Engineer.
FEETSCALE
0 1000 2000
Wet Sedimentation Basin
Infiltration/Filtration
Regional Pond
Permanent Stormwater Management Not Required
COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE
Dakota T115N R19W 29 44.744603 -93.132984
BMP SUMMARY QUANTITY UNIT
Rock Construction Exit Each
Silt Fence LF
Inlet Protection Each
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
Schwarz Pond Pond No No No
COMPANY CONTACT PERSON PHONE
OWNER:XXXXX XXXXX XXX-XXX-XXXX
SWPPP DESIGNER:Bolton & Menk, Inc.Lanol Leichty 952-890-0509
CONTRACTOR:TBD TBD TBD
CONSTRUCTION SWPPP MANAGER:TBD TBD TBD
PARTY RESPONSIBLE FOR LONG TERM O&M:XXXXX XXXXX XXX-XXX-XXXX
Total Project Size (disturbed area) =0.0 ACRES
Existing area of impervious surface =0.0 ACRES
Post construction area of impervious surface =0.0 ACRES
Total new impervious surface area created =0.0 ACRES
Planned Construction Start Date:XX/XX/XXXX
Estimated Construction Completion Date:XX/XX/XXXX
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.
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C2.05
SWPPP PLAN
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 47 of 113
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
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C2.05
SWPPP
NARRATIVE
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 48 of 113
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 2
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 3
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 6
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942.8
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942.6
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ST
S
15
"
R
C
P
ST
S
12" RCPST S
9
3
5
934
933
932
930
935
929
926
927
928940
945944943
942941
939
938
937
936
935
934
933
941
942
94
0
94
294
5
94
6
94
7
94
8
94
9
95
0
G R A S
S
G R A S
S
G R A S
S
TNH=932.14
B I T U M I N O
U
S
CONC
WALL
CONCRETE
G R
A
V
E
L
CONC
CONC
6
2
.
4
33.1
PERGOLABITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
T R E E S
980.42
PVC
978.90
RD
978.74
160 TR
980.72
162 TR
976.31
159 TR 158 TR
973.04
156 TR974.26
157 TR
974.81
224 TR
974.49
223 TR 971.52
225 TR
971.08226 TR
968.74
227 TR
973.51
222 TR
974.24
221 TR
974.23
220 TR
975.66
218 TR
976.38
219 TR
978.24
216 TR
978.25
215 TR980.37
213 TR
980.41
214 TR983.65
210 TR
984.48
240 TR
982.07
211 TR
981.11
212 TR
985.62
241 TR
978.29
217 TR 972.77
233 TR
985.12
239 TR
983.60
238 TR
980.18
236 TR
986.01
242 TR
977.11
235 TR
985.93
243 TR
981.08
237 TR
983.33
309 TR
980.98
308 TR
977.09
310 TR
975.99
318 TR
976.78
319 TR
976.72
311 TR
977.03
320 TR
978.12
326 TR976.23
331 TR
978.70
327 TR
976.85
332 TR
975.49
321 TR
976.25
322 TR
975.51
327 TR
976.02
323 TR
974.63
338 TR
972.36
339 TR
976.46
324 TR
970.67
382 TR
976.48
325 TR
974.60
330 TR
981.82
329 TR
980.38
328 TR
969.08
316 TR969.54
317 TR
971.19
313 TR
972.64
313 TR
970.42
314 TR
970.03
315 TR
967.77
229 TR970.86
230 TR
971.07
231 TR
971.84
232 TR
967.74
228 TR
973.25234 TR
9
7
0
9
7
5
9
8
0
9
8
5
95
596096
5
97
0
984
983
9
8
2
9
8
1
9
7
9
9
7
8
9
7
6
9
7
2
9
6
8
9
6
7
9
6
6
9
6
3
9
6
1
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
W
(
P
)
W (P)
W
(
P
)
W
(
P
)
W (P)
13
14
15
16
18
19
20
21
23
9
3
2
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7
9
3
2
.
9
9
3
1
.
9
9
3
2
.
9
9
3
2
.
5
9
3
1
.
5
12
12" PV
C
24
22
P
A
V
E
R
S
942.5
941.5
942.1
941.5
941.2
941.2
941.5
941.5
942.0
941.8
941.7
941.1
942.0
942.7
942.9
943.0
942.5
942.8
942.6
RD
2.14"BAS
942.6
BE
RD
RD
RD
B
E
RD
RD
LA
2"ARB 13"MPL
KEYSTO
N
E
WALL
CONC
.
942
942.3
942.6
943.0943.2
942.8
942.9
942.8
942.6
942.6
942.3
942.3
9
4
2
.
6
942.7
9
4
2
.
6
942.4
942.1 942.4
942.5
942.5
942.5
942.4
942.7
942.4
941.9
942.3
942.4
941.8
942.1
942.2
941.3
941.6
941.6
942.1
942.1
941.7
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
UGC
UG
C
UGC
UGC
U
G
C
UGC
UGC
UGC
U
G
C
D
D
D
24.33%
9
3
3
9
3
4
9
3
5
9
3
6
9
3
7
93
8
939
940
941
94
5
95
0
95
5
96
0
96
5
97
0
97
5
98
0
98
5
93
2
93
1
9
3
0
929
92
8
9
2
8
9
2
9
9
3
0
9
3
1
93
1
930
9
4
5
940
945
93
5
14
C5.05
14
C5.05
14
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2
0
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0
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1
0
0
.
0
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R7
0
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0
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0
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2
1
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R7
0
.
0
0
'
R
1
2
0
.
0
0
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R70.00'
2
0
.
0
0
'
962.8
962.9
962.9
963.6
962.7 962.7
962.8
963.0
963.4
963.3963.4
963.0
964.3964.3964.4964.5964.4964.5964.4964.5964.5
963.7
963.8
964.0964.3964.2964.2964.2964.1964.0964.2964.1963.9963.8963.8963.6963.7963.8963.9963.8963.6
963.2 963.4 963.3 963.6 963.4 963.4 963.3 963.3 963.2 963.3 963.1
963.1
963.2
962.8
962.6
962.1
962.1
962.1
962.1
962.5
962.4
962.4
962.3
962.3
962.6
962.6
962.5
962.6
962.7
962.8
962.8 962.8
963.0
962.8
963.8963.7963.8963.7963.8963.7
963.5 963.5 963.5 963.5 963.6 963.5 963.5 963.8
964.0
963.4
962.9962.9
962.2
962.2
962.4
962.6
962.7
963.7
964.3
964.8
964.6 964.6
963.2
962.9
962.0
962.1
961.3
961.2
961.2
961.3
961.0
961.2
961.4961.4961.4961.2961.2961.0961.7960.7
961.2
955.1 955.4 955.9 956.6 956.8 956.7 956.8 957.1 957.0 957.0
956.8
956.3
955.3
955.4
955.3
962.8
962.8
963.0
962.9
963.7 963.8 964.0 964.1 964.2
963.9963.8963.7963.5
963.6963.5963.3963.2
962.9 963.1 963.2 963.3
963.2 963.1 962.8 962.7 962.6
962.8963.0963.3963.5963.6
963.1963.3963.5963.7963.8
964.1 964.0 963.8 963.5 963.4
955.3
955.7
957.0
958.4 959.6
953.4952.5951.7951.0950.4949.3949.0948.8948.6948.4947.9947.6946.7946.2946.0
963.4
AIS
963.8 964.1 964.1 964.3 964.4 964.2 964.0 963.9 963.7 963.6 963.5
963.2
962.9
962.5
962.2962.4962.5962.7962.9963.0963.1963.2963.1962.9962.6
965.2
965.1
964.8
964.8
964.2 964.2
963.7963.7
963.2 963.2
963.0963.0
963.0 962.8
962.8963.0
963.3 963.3
967.4
967.0
966.7
966.5
966.3
966.1
965.9
965.7
965.5
965.3
965.1
964.5
964.0963.6 963.8
962.4
BENCH
962.3
BENCH962.6
BENCH962.7
BENCH
962.6
BENCH
962.6
BENCH
BTL
964.7
964.7
964.4
963.8
961.8961.5
961.6961.9
962.0
962.1
962.3
962.7
963.0
962.9
962.6
962.2
962.4
962.2
962.3
962.3
962.2
962.1
963.9 964.0 964.2 964.4 964.1 964.0 963.9 963.7 963.5 963.5
963.1
963.2
962.4
962.2962.4962.6962.8963.0963.0963.2963.1963.0962.9 963.2
963.8
964.1
964.4 964.2
963.7
963.5
963.1
961.8962.3962.4962.2962.6962.6
962.4962.3962.4962.5
961.7
961.7961.3961.8961.8961.5961.5961.0960.9
964.5
GATE 964.5
GATE
963.4
GATE
963.5
GATE
964.2
GATE
964.3
GATE 964.1
GATE
964.0
GATE
963.2
GATE
963.3
GATE
962.5
962.7
963.0
963.1
963.3
963.6
963.8
963.7
963.5
963.5
963.1
962.9
962.8
962.6
962.6
962.5
962.6
962.7
962.7 962.7 962.7
964.3
964.3
964.3
964.5
964.4
964.6
962.6
962.8
962.8
962.8
962.9
962.9
962.7
962.5
962.5
962.6 962.6
962.3
GW
GW
963.2
GW
962.9
HH
962.7
HHF
963.0
HHF
942.3
PKS
946.5
PKS
964.1
PP
962.9
PPT
961.4
15" RCP
941.5
TC
941.9
TC
942.2
TC
942.6
TC
942.8
TC
943.1
TC
943.5
TC
943.9
TC
944.4
TC
944.8
TC
945.1
TC
945.5
TC
945.9
TC 946.8
TC
948.3
TC
949.6
TC
951.6
TC
953.7
TC
956.2
TC
958.1
TC
959.9TC 961.9
TC
963.2
TC
963.8
TC
963.9
TCS
963.4
TCS
964.5
TCS
961.0
TCS
963.4 963.5 963.6 963.6 963.8 963.7 963.5 963.5 963.2
963.1 962.9
10 FT. CHAIN
LINK FENCE
4 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
N E T S
T E N N I S
N E T ST E N N I S
N E T
T E N N I S
N E T
T E N N I S
C O U R T S
G R A V E L
G R A V E L
960
955
950
945
964
963
964
G R A S
S
G R A S
S
T R E E ST R E E S
16 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
18 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
8
F
O
O
T
C
H
A
I
N
L
I
N
K
FE
N
C
E
O
H
U
OH
U
FOL FOLFOL
6"PEP ST S
12
"
P
V
C
S
T
S
6"PEP ST S
12
"
P
V
C
S
T
S
TOP=
INV=
CB
965.3
961.15
TOP=
INV=
DRYWELL
965.9
961.3 BOTTOM
INV=961.4 TO PIPE
964.2964.4964.2964.3964.1964.3964.3964.4964.5964.6964.3964.2
964.8
965.0
964.9
965.0
974.8 974.7 974.9
973.8
968.5
969.7971.0972.0
972.7
974.0
973.5
965.0
965.5
966.5
965.5965.4965.4965.3965.4965.3965.2965.0965.2965.0965.0965.1965.2
965.4
965.3
965.4965.2
970.5
974.1 975.0
971.0
970.4
977.2 979.2
974.0
971.1
976.6
975.5
970.2 970.5
974.7 974.4
969.8 969.9
973.8
973.1
968.6 968.7
973.3 972.6
968.7 969.0
971.7 970.7
969.4
964.8964.9964.8964.7964.7964.8964.9964.8964.9964.9964.7964.6964.7964.5964.5964.5964.6964.8964.9964.9964.4
974.1
976.0
965.8 965.8 965.8 965.7 965.3 965.1 965.0 965.1 965.1 965.2 965.3
965.5
965.3965.3965.0965.2965.4965.8966.0966.0
969.6970.0971.2971.7
977.1 976.0 975.4 975.0 974.6 974.2 973.7 973.1 972.5 971.6 970.9 969.8
968.8 968.5
968.6
966.5 966.4
965.3
965.3
965.3
965.2
968.1
968.0
968.0
967.7
968.5
BTL
97
4
.
4
965.4 965.4
974.7
965.0 964.6 964.7 964.6
964.7
964.8
964.8
964.7
965.3
INV=
965.1965.1964.9
964.7
964.9
965.0
964.9
964.9
GWGW
HYD
972.7
PKS
971.8
PKS974.0
PKS
965.1
PPU
968.8
TC
WV
20.3 20.3
G R A V E L
B I T U M I N O U S
B I T U M
I
N
O
U
S
965
966
970
975
CONC STEPS
G R A S
S
TNH=981.64
O
H
U
FO
L
FOL
FOL FOL
1
2
'
T
H
R
U
L
A
N
E
1
2
'
T
H
R
U
L
A
N
E
1
0
'
S
H
L
D
8' WALK
8'
W
A
L
K
V
A
R
.
M
E
D
I
A
N
1
:
7
7.5' PARKING LANE INP NO PARKING
8
'
W
A
L
K
21'
1
9
'24
'
15'
15'
4.92
%
972
972
971
970
969
968
967
966
965
96
4
96
3
96
2
96
1
960
959
958
957
956
955
954
953
952
951
950
949
948
947
946
945
950
955
960
965
96
7
9
6
7
9
6
5
965
965
967
965 96
7
96
7 96
5
9
6
5
9
6
7
9
6
0
9
5
5
9
6
7
9
6
5
9
6
0
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5
5
14
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14
C5.05
14
C5.05
R20
0
.
0
0
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R20
0
.
0
0
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R2
0
0
.
0
0
'
30.0
0
'
30.
0
0
'
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C3.00
TEMPORARY HAUL
ROADS GRADING
AND DRAINAGE
PLANS
1
C3.00
TEMPORARY HAUL ROAD - NORTH
2
C3.00
TEMPORARY HAUL ROAD - SOUTH
1.ADJUSTMENTS MAY BE MADE TO THE HAUL ROAD. HAUL ROAD SHALL BE MINIMUM 20' WIDE, AT MAXIMUM 5% SLOPE. SIDE
SLOPES SHALL NOT EXCEED 1:1.
2.MAXIMUM GRADING LIMITS ARE SHOWN. PROVIDE TEMPORARY SHORING / BRACING AS REQUIRED TO CONSTRUCT THE HAUL
ROAD.
3.CONSTRUCT TEMPORARY DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO CATCH BASINS, MANHOLES, STORM SEWER AS
REQUIRED.
4.DIRECT RUNOFF TO EXISTING VEGETATED AREAS TO MINIMIZE EROSION.
5.PROVIDE EROSION CONTROL PER SWPPP REQUIREMENTS.
6.PROTECT ALL EXISTING UNDERGROUND UTILITIES.
7.COORDINATE REMOVALS WITH ALL APPROPRIATE TRADES.
NOTES
1.TEMPORARY HAUL ROAD IS INTENDED TO BALANCE. ADJUSTMENTS MAY BE MADE TO THE HAUL ROAD. HAUL ROAD SHALL BE
MINIMUM 30' WIDE, AT MAXIMUM 5% SLOPE. SIDE SLOPES SHALL NOT EXCEED 1:1.
2.MAXIMUM GRADING LIMITS ARE SHOWN. PROVIDE TEMPORARY SHORING / BRACING AS REQUIRED TO CONSTRUCT THE HAUL
ROAD.
3.NO EXCAVATIONS ARE ALLOWED WITHIN THE INFIELD OF THE PROPOSED BASEBALL FIELD.
4.CONSTRUCT TEMPORARY DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO CATCH BASINS, MANHOLES, STORM SEWER AS
REQUIRED.
5.DIRECT RUNOFF TO EXISTING VEGETATED AREAS TO MINIMIZE EROSION.
6.PROVIDE EROSION CONTROL PER SWPPP REQUIREMENTS.
7.COORDINATE REMOVALS WITH ALL APPROPRIATE TRADES.
NOTES
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED TEMPORARY HAUL ROAD
PROPERTY LINE
LEGEND
1
C5.01
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED TEMPORARY HAUL ROAD
PROPERTY LINE
LEGEND
1
C5.01
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 49 of 113
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 2
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 3
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 4
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 5
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 6
10
50
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6
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3
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937.1
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933.0
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930.5
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929.1
929.1
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952.9
957.0
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4
942.4
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942.3
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940.0
941.8
941.7
942.2
941.2
940.7
940.9
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930.7
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8
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1
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9
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6
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7
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5
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931.5
932.1
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934.3
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935.8
935.4
931.2
932.4
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932.6
931.7
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930.2
932.0
931.4
930.6
930.1
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931.3
931.7
932.1
932.3
932.3
932.7
932.8
932.7
932.6
932.5
931.8
931.9
931.7
931.7
932.0
938.2
938.5
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941.3
941.2
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9
4
2
.
7
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937.9
937.1
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938.7937.4
937.4
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936.1
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938.2
939.9
939.8
939.0
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940.4
940.7
940.3
939.8
962.4
969.3
975.0
977.4
980.1
980.4
977.1 972.8
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980.3
982.2
978.6
973.3
967.9
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960.6
967.0
975.0
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985.4
984.8
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980.1
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956.7
962.9
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970.3
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973.7
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970.7
974.9
977.8
980.8
981.0
978.4
972.0
970.2
976.9
984.8
981.2
942.9
AGP
941.7
AIS
941.4
AIS
941.6
AIS
942.62" ARB
942.8
2" ARB
942.6
2" ARB
942.7
2" ARB
942.6
2" ARB
942.5
2" ARB
942.5
942.3
930.9
930.7
930.3
929.9929.5
929.6
929.3
929.2
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930.1
930.9
930.4
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963.6
960.0
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954.2
951.6
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959.7 959.4
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957.0
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951.8
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5 BE
6 BE
8 BE
7 BE
4 BE
3
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10 BE
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940.4
939.9
939.4
937.7
938.1
938.5
938.7
938.4
938.2
938.4
938.6
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940.9
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C
B
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942.3
CC
933.4
933.5
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CO
COL
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CS
CS
937.7
929.7
944.4
945.
3
952.2
952.7
949.0
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930.1
930.2
930.1
930.3
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9
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2
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DUST
EB
941.8
942.4
EM
932.4
EMG
932.2EMG
931.3
EMG926.1
926.2
926.4
943.2
942.3
941.0
940.1
940.8
941.8
928.4
928.2
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929.5
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927.7
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928.1927.3
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927.7
928.4
928.9
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929.7
929.6
929.6
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950.5
953.3
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966.9
970.9
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963.8
962.1
961.3
925.4
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954.2
954.7953.8
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950.1948.3947.5
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937.3
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FP
938.4
FW
938.
9
FW
939.5
FW
940.2
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942.4
GATE
GP
942.5
GP
GP
942.4GP
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929.6
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942.5
942.5
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942.3
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939.4
939.5
939.6
939.7
939.2
939.6
940.1
HCS
HCS
HCS
HCS
HCS
HCS
HCS
939.2
HCS
HCS
HCS
HCS
HCS
HCS
HCS
HHE
HHE
HHE
930.2
HHE
939.8
HHF
HYD
HYD
HYD
HYD
HYD
922.4
922.5
922.5
922.4922.3
922.5
943.9
942.8
942.9
942.7
932.2
932.7
932.5
932.5
932.4
932.5
932.2
943.4
94
3
.
1
943.6
943.5
944.5
946.2
947.0
LD
938.2
LP
LP
938.8
LP
939.3
LP
940.7
LP
MC
MC36" MC
MC
MC
942.0
MH U
N
D
E
R
B
I
T
940.2
4" MPL
938.9
4" MPL
941.4
7" MPL
941.6
6" MPL
940.2
940.4
940.2
940.4
940.3
940.0
939.3
939.5
939.8
938.4
938.4
938.5
938.5
939.3
939.4
939.7
940.0
938.9
938.8
939.3
939.3
939.5
941.7
2" OAK
940.5
2" OAK
OD
OD
2 OD
941.7
941.8940.4
940.4
940.1
940.1
937.5
INV=
941.9
PIV
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
938.4
PKS
938.0PKS
PKS
PKS
PKS
PKS
PKS
PKS
942.9
PKS
PKS
PKS
961.3
PP
939.8
939.6
939.2
939.0
939.2
938.6
939.0
939.6939.7
939.5
939.1
938.7
938.5
938.3
938.1
938.0
938.3
938.8
939.1
939.1
938.9 940.6
939.6
939.5
939.6
938.8
938.6
938.7
938.3
938.7
939.5
940.5
941.5
938.0
937.8
937.9
938.2
938.7
939.0
939.4
939.6
939.6
939.1
939.1
937.1
937.1
937.9
938.6
939.1
RC
939.3
RC
939.8
RC
939.9
RC 940.0
RC
938.8
RC
938.8
RC
938.8RC
939.6RC
939.5
RC 939.6
RC
942.7
RC
942.6
RC
942.8
RC
942.7
RC
942.6
RC
942.6
RD
942.3
RD
942.3
RD
942.0
RD
942.2
RD
942.4
RD
942.2
RD
RD
932.8
RD
932.1
RD
928.0
924.6
925.4
927.2
929.1
929.2
928.8
929.0
9
3
0
.
1
939.3
SANC
939.4
SANC
942.3
SANC
942.5
SHB
931.818" SPR
932.3
18" SPR
940.2
STC
939.7
STC
9
3
9
.
3
S
T
C
939.0STC
939.0
STC
938.4
STC
939.0
STC
937.0
937.2
STC
937.9
STC
938.8
STC
939.4
STC
940.0
STC
94
1
.
0
ST
C
941.9STC
94
2
.
9
ST
C
942
.
9
STC
943.3
STC
942.7
STC
942.7
STC
943.4
STC
940.9
STC 940.2
STC
940
.
0
STC
939.4
STC
940.4
STC
9
4
0
.
2
S
T
C
939.8
STC
93
8
.
9
ST
C
93
9
.
7
ST
C
942.8
STKP
943.1
STKP
945.0
STKP
944.7
STKP
9
3
9
.
3
T
A
D
9
3
8
.
2
T
A
D
938.2TAD
941.1
TAD
940.0
TAD
939.6
TAD
938.9
TAD
940.1
TAD
940.2
TAD
940.7
93
9
.
0
TC
938.
9
TC
938.3
TC
938.2
TC
937.9
TC
937.9
TC
938.1
938.0
TC
938.4
TC
938.9
TC939.1
TC
937.1
TC
942.1TC942.2TC942.3TC
94
2
.
4
TC
942
.
8
TC
942
.
9
TC
938.1
TC
9
3
9
.
7
T
C
9
4
0
.
7
T
C
941.4
TC
941.7
TC
938.7
TC
938.5
TC938.2
TC
937.9
TC
937.9
TC
938.4
TC
938.9
TC
939.2
TC
939.5
TC
939.8
TC
940.2
TC
940.7
TC
941.1
TC
941.4
TC
941.3
TC
941.2
TC
941.0
TC
940.7
TC
940.5
TC
940.1
TC
939.9
TC
940.5
TC
940.8
TC
940.9
TC
940.5
TC
940.6
TC
93
9
.
9
TC
940.3
TC
940.2
TC
940.3
TC
940.4
TC
940.4
TC
940.4
TC
940.3
TC
939.6
TC
939.4
TC
938.6
TC
938.7
TC
937.0TC
937.7
TC 937.7
TC
938.3 TC
938.5TC
940.4
TC
939.9
TC
939.5
TC
939.3
TC
938.8
TC
9
4
3
.
1
T
C
94
2
.
8
TC
94
2
.
9
TC
943.0
TC
942.8
TC
942
.
6
TC
942.4
TC
942.3
TC
942.
5
TC 942.4
TC
942.3
TC
942.3
TC
942.3
TC
942.3
TC
942.4
TC
941.6
TC
941.5
TC
941.7TC
943.3
TC
943.2
TC
943.0
TC
942.7
TC
94
2
.
3
TC
942
.
2
TC
TCS
TCS
TCS
938.7
7" TR
938.3
7" TR
940.7
5" TR
939.8
6" TR
939.5
6" TR
940.2
6" TR
940.9
6" TR
942.2
2" TR
942.7
2" TR
941.2
2" TR
941.7
2" TR
942.2
2" TR
942.2
2" TR
942.7
2" TR
942.1
2" TR
941.6
2" TR942.1
2" TRTRAN
S
TRAN
S
930.0
TRANS
929.2
UGE
924.0
924.0
924.0
924.0
924.0
924.0
924.0
924.1
923.8
924.0
924.0
924.2
923.9
924.0
924.0
924.0
924.1
926.8
925.4
924.8
926.3
926.1
926.7927.1
926.2
926.2
963.0
965.2
965.2
963.9
938.2
937.9
937.9
937.8
937.8
940.
5
940.
0
939.
8
939.5
939.4
939.4
939.2
939.0
938.9
938.9
938.6
938.4
938.2
938.2
928.7
QUESTION WV
930.5
WV
932.9
WV
WV
WV
967.2
968.2
968.4
967.3
967.9
968.0
973.8
977.5
978.7
971.3
951.6 955.8
972.9
974.8
974.7
975.0
974.3
976.6
976.9981.9
980.5
979.2
976.2
948.0
948.9
944.9
957.2
947.48
946.35
949.53
951.41
STKP
951.10
STKP
950.92
STKP
950.97
STKP
952.94
STKP
GENE
R
A
T
O
R
GENE
R
A
T
O
R
O
N
CONC
P
A
D
C
O
V
E
R
E
D
L
O
A
D
I
N
G
D
O
C
K
WOODEN
PLANTER
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
0
.
1
6
0
.
1
40.2
164.2
1
2
.
0
10.2
25.0
2
5
.
0
3.5
1
0
.
0
18.0
4
3
.
3
35.1
0
.
1
122.2
8
3
.
5
41.3
2
4
.
4
41.4
1
2
.
6
13.9
19.9
2
0
.
9
192.3
34.2
4
1
.
1
90.292.6
32.6 1
0
.
5
5.3
2
1
.
4
5
4
.
3
5.4
2
1
.
4
32.5
1
0
.
6
61.0
3
3
.
3
129.5
115.2
4
3
.
1
3.6
1
2
.
9
144.1
1.5
1
2
.
9
4
3
.
6
138.9
5
9
.
9
1
9
.
7
14.3
2
1
.
3
3
9
.
3
22.9
1
.
3
8.5
3
4
.
7
8.5
7
3
.
3
109.4
8.4
3
4
.
7
8.5
3
7
.
3
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.637.725.21
3
.
2
5.0
2
0
.
9
31.0
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
M
A
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
E
R
H
A
N
G
8
4
.
0
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
BH
941.2
938.8
12" PEP S
T
S
TOP=
INV=
SMH 942.1
933.
8
N
W
INV=
9
2
8
.
7
N
E
INV=
9
2
8
.
5
S
W
SMH
PARK
E
D
O
N
TOP =
9
4
2
.
1
12"RCP
ST S8" PVC
ST S
TOP=
INV=
SMH
939.8
933.0SW
INV=929.0NW
TOP=
INV=
SMH
934.1
925.2SW
INV=925.1NE
TOP=
INV=
SMH
930.2
924.7SW
INV=924.6NE
15
"
R
C
P
ST
S
15
"
R
C
P
ST
S
TOP=
INV=
CB
939.4
935.0N
INV=934.8S
TOP=
INV=
CB
938.3
934.5N
INV=934.1SW
TOP=
INV=
CB
937.4
934.1
TOP=
INV=
CB
937.2
933.7SW
INV=933.4SE10" PVC ST S
10
"
P
V
C
S
T
S
6" PVCST S
1
5
"
R
C
P
S
T
S
TOP=
INV=
CB
937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
INV=931.0SWTOP=
INV=
CB
937.2
930.9NE,SE
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
SMH
TOP=939.2
BOTTOM TANK=930.1
NO VISIBLE PIPES
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
9
3
9
938
939
94
0
941
941
930
935
929
926
927
928940
945944943
942941
939
938
937
936
935
934
933
941
942
94
0
94
294
5
94
6
94
7
94
8
94
9
95
0
939
938
939
940
CONC
CONC
CONCCONC
CONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
U
G
E
U
G
E
UG
E
UGE
UGE
UGE
G R A S
S
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
30" RCPST S
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
CB
PARKED ON
TOP =936.5
SAN
TOP=939.3
TOP CAPPED PIPE=935.8
SAN
TOP=939.2
B I T U M I N O
U
S
CONCRETE
G R
A
V
E
L
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
PERGOLABITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
12"RCP
ST S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
970.5
272 TR
971.5
262 TR
970.7
261 TR
975.1
259 TR
975.0
260 TR
979.1
265 TR
976.0
264 TR
975.6
263 TR
977.1
270 TR
981.3
266 TR
980.6
268 TR
979.7
269 TR
980.4
254 TR
980.8
253 TR
981.6
267 TR
979.9
252 TR
979.2
255 TR
978.5
256 TR
977.9
257 TR
978.1
258 TR
189 TR
978.2
279 TR 978.2
278 TR
974.6
277 TR
974.8
190 TR
973.4
191 TR
971.8
197 TR
975.6
196 TR
975.5
195 TR
980.42
PVC
978.90
RD
978.74
160 TR
980.72
162 TR
976.31
159 TR
972.76
161 TR
158 TR
973.04
156 TR974.26
157 TR
974.81
224 TR
974.49
223 TR 971.52
225 TR
971.08
226 TR
968.74
227 TR
973.51
222 TR
974.24
221 TR
974.23
220 TR
975.66
218 TR
976.38
219 TR
978.24
216 TR
978.25
215 TR980.37
213 TR
980.41
214 TR983.65
210 TR
984.48
240 TR
982.07
211 TR
981.11
212 TR
985.62
241 TR
978.29
217 TR 972.77
233 TR
974.54
163 TR
971.44
164 TR970.55
165 TR
983.06
209 TR
969.55
166 TR
969.79
167 TR
971.39
204 TR
971.64
200 TR
968.35
168 TR
971.50
198 TR
972.16
199 TR
967.22
169 TR
972.45
203 TR
973.83202 TR
973.79
201 TR
977.06
194 TR
968.10
171 TR
973.20
193 TR
974.88
205 TR 974.88
206 TR
975.14
207 TR 976.60
208 TR
985.12
239 TR
983.60
238 TR
980.18
236 TR
986.01
242 TR
977.11
235 TR
985.93
243 TR
981.08
237 TR
983.33
309 TR
980.98
308 TR
977.09
310 TR
975.99
318 TR
976.78
319 TR
976.72
311 TR
977.03
320 TR
978.12
326 TR976.23
331 TR
978.70
327 TR
980.42
333 TR
976.85
332 TR
977.87
334 TR
972.07
335 TR
972.71
336 TR
973.17
349 TR
972.19
348 TR
971.43
343 TR
970.22
355 TR
980.81
301 TR
974.16
351 TR
975.02
352 TR
975.35
353 TR
981.01
305 TR981.36
302 TR
977.24
354 TR
973.61
350 TR
981.88
304 TR
982.30
303 TR
979.84
293 TR
976.56
248 TR
984.21
244 TR
980.49
249 TR
979.66
246 TR
979.58
247 TR 980.51
245 TR
975.49
321 TR
976.25
322 TR
975.51
327 TR
976.02
323 TR
974.63
338 TR
972.36
339 TR
976.46
324 TR
970.67
382 TR
976.48
325 TR
967.27
383 TR
974.60
330 TR
966.75
380 TR
971.43
342 TR
981.82
329 TR
980.38
328 TR
969.08
316 TR969.54
317 TR
971.19
313 TR
972.64
313 TR
970.42
314 TR
970.03
315 TR
956.33
385 TR
965.87
384 TR
961.95
378 TR
960.39
379 TR
968.53
381 TR
964.87
374 TR 964.88
375 TR
965.67
376 TR
964.57
373 TR
968.15
377 TR
958.73
370 TR
959.29
371 TR
959.81
369 TR
961.73
372 TR
956.94
368 TR
958.32
367 TR
955.22
366 TR
953.43
365 TR 953.26
364 TR
951.76
363 TR
955.22
362 TR
959.03
285 TR
965.30
286 TR 966.41
287 TR
965.49
288 TR
970.66
361 TR
970.25
360 TR
971.27
359 TR 971.86
358 TR
971.83
356 TR
972.33
357 TR
961.74
281 TR
960.91
282 TR
964.44
280 TR
967.44
275 TR
958.57
283 TR
960.50284 TR
968.29
273 TR
972.43
271 TR
967.50
274 TR
966.87
276 TR 973.11
290 TR
973.94
291 TR
972.56
289 TR
976.66
294 TR
977.78
292 TR
972.49
296 TR
971.77
295 TR 973.98
297 TR
975.52
298 TR
977.75
300 TR975.54
299 TR
971.27
347 TR
970.01
346 TR
968.41
345 TR
966.47
344 TR
969.18
341 TR 969.61
340 TR
978.00
250 TR
967.77
229 TR970.86
230 TR
971.07
231 TR
971.84
232 TR
967.74
228 TR
973.25234 TR
945
950
955
9
6
0
965
970
975
980
9
8
0
975
9
7
0
9
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977 978
979
981
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98
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6
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9
6
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9
6
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9
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69
6
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9
6
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9
6
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9
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9
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9
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953
952
951
949
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947
946
944
942
943
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1
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
W
(
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W
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15
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C
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1
22
2
3
4
5
6
7
8
9
10
6"
F
M
(
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RD
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RD
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942
942.5
942.5
942.6
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942.3
942.
5
942.3
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942.3
942.6
941.7
942.3
942.4
942.4
942.1
942.3
942.4
941.
8
941.3
941.6
942.4
942.4
942.4
942.2
942.2
942.4
942.4
942.2
942.3
942.6 942.9
942.7942.6
942.8
942.3
942.5
941.5
942.1
941.5
941.2
941.2
941.5
941.5
942.0
941.7
942.0
941.8
941.7
941.1
942.0
942.7
942.7
943.0
943.0
942.5
942.9
943.0
942.5
942.8
942.6
RD
RD
BE
RD
2.14"BAS
24"MPL
942
942.5
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2"ARB 13"MPL
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N
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CONC
.
942
942.3
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942.9
942.8
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942.6
942.3
942.3
9
4
2
.
6
942.7
9
4
2
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6
942.4
942.1 942.4
942.5
942.5
942.5
942.4
942.7
942.4
941.9
942.3
942.4
941.8
942.1
942.2
941.3
941.6
941.6
942.1
942.1
941.7
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
F
O
L
F
O
L
FOL
FO
L
FOL
FOL
FOL
UGC
UG
C
UGC
UGC
U
G
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U
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C
DRI -2
ST-108
ST-109
ST-110
ST-111
ST-112
ST-113
ST-114
ST-115
ST-116
ST-117
ST-118
ST-131
ST-132
ST-133
ST-134
ST-135
ST-136
43.0
43.0
43.0
43.0
43.0
43.0
43.0
33.0
43.0
43.0
42.9
42.9
42.9
42.9
42.9
42.9
42.9
42.9
43.0
42.9
42.9
42.7
42.5
42.1
42.7
41.4
41.6
41.7
42.6
42.6
42.441.9
41.9
42.6
42.5
42.9
42.4 ME
42.3 ME
42.3 ME
42.4 ME
42.4 ME
42.3
42.5
42.5
41.5
42.8
43.1
46.7
47.8 ME
45.0 ME
35.0 ME
32.3 ME
32.5 ME
32.7 ME
34.2 ME
33.5 ME
30.2 ME
30.2 ME
30.1 ME
30.3 ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
38.2 ME
32.3
41.9 ME
42.5
41.7 ME
42.0 ME
42.6 ME
42.5 ME
42.5 ME
42.5
42.8 ME
42.7 ME
42.942.4 ME
42.5
42.4
42.5
42.9
42.9 ME
42.8
42.9 ME
42.8 ME
42.4 ME
42.6 ME
42.0
41.6
41.1
41.941.9
41.9
41.7
41.4
40.942.143.5 ME
43.0 ME
42.6 ME
42.4 ME
42.3 ME
41.7 ME
42.2 ME
42.4 ME
42.4 ME
42.6 ME
42.4 ME
42.2 ME
42.4 ME
42.5 ME 42.2 ME
42.8 ME
45.5 ME
48.0 ME
47.9 ME
46.7 ME
46.0 ME44.5 ME
41.3
41.6 42.0
42.342.0
41.85
42.15
42.15
41.94
41.6
42.3
42.2
42.5
42.3
42.0
42.2
42.4
41.7
42.8 ME
41.9
42.0
41.4
94
2
943
944
945
946 947
931
942
942
942
942
941
94
0
935
D
D
D
D
D
D
D
16
C5.01
16
C5.01
16
C5.01
16
C5.01
16
C5.01
16
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
C5.01
4
C5.04
4
C5.04
4
C5.04
4
C5.04
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C3.01
GRADING AND
DRAINAGE PLAN
WEST
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 C2.05, FOR EROSION CONTROL
REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.
11.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS.
PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
12.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
13.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.
14.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO
REMAIN.
15.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.
16.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 55.1 OR 55 SHALL BE UNDERSTOOD TO MEAN 955.1 OR 955.
17.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. SPOT
ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT
ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.
18.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE
HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE
DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NO
ADDITIONAL COST TO THE OWNER.
19.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (3:1), UNLESS OTHERWISE NOTED.
20.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.
21.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.
22.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.
23.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.
24.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.
25.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE
40 PVC WITH SOLVENT WELD JOINTS.
26.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.
27.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40
PVC WITH SOLVENT WELD JOINTS.
28.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
ST-1 DRI -1
955
54.6
955
54.6
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 / DOUBLE RING INFILTROMETER TEST LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
REFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICES. REFER TO SPECIFICATION 31 00 00 FOR PROCEDURE
ON HOW TO CALCULATE ACTUAL SOIL CORRECTION QUANTITIES.
INCLUDE THE FOLLOWING QUANTITY FOR THE BUILDING PAD SOIL CORRECTION IN THE LUMP SUM BASE BID:
XXX CUBIC YARDS
BUILDING PAD SOIL CORRECTION QUANTITY
BENCHMARKS (FIELD VERIFY BEFORE USING)
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 50 of 113
FFE = 936.0 = ARCH 93'-0"
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
28
20
6
60
50
NO
PARKING
NO
PARKING EV ONLYEV ONLYEV ONLYEV ONLY
6
PROPOSED BUILDING
935.7
935.5935.7
935.4
929.2
927.6924.9
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936.6
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935.1
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5
.
2
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935.4
935.8
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935.2935.3
933.8
931.5EMG
935.9GATE
GLP
924.0
924.9
TOP=
INV=
SMH
935.5
929.1E
INV=929.0S,NW
15
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P
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ST S
6"
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ST
S
12"RCP ST S
2
4
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C
P
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T
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2
4
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C
P
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30"RCP ST S
24
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C
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S
T
S
24"RCP ST S
24"RCP S
T
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5
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C
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8"
V
C
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8
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21"RCP ST S
3"W(P)
3"W(P)
8
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(
P
)
8"W(P)
1
2
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W
(
P
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6"
W
6"W
W
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
INV=
CB 941.1
935.8
T
O
D
R
O
P
INV=
9
3
6
.
4
S
W
TOP=
INV=
SMH
935.4
928.6 N
INV=928.4 S
INV=932.1 NW
INV=929.0 E
TOP=
INV=
CB
943.4
938.8
TOP=
INV=
CB
932.9
930.4 S
INV=930.2 N
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
938.5938.5
939.6
940.1
940.0
940.1
940.3
940.3
940.3
940.2
941.2
940.5
940.5
940.4
940.2
945.7945.1944.8944.4944.2
943.0
943.4943.1942.9942.5942.2941.9941.5941.1940.8
942.6
937.7
936.8
938.8
936.8
937.0
939.7
940.6
937.5
939.9
941.7
942.4
943.6 943.9 944.3
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942.8
944.4 944.5
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936.2
935.1
934.2
933.7
933.5933.4
934.8934.8
933.7
933.4
934.7
938.5
935.9
938.7
934.0
933.7
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933.9
934.2
938.5938.3
934.5
934.4
934.9935.0
934.8
934.9
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935.1
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935.5
935.5
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936.0
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936.7
937.7938.0
937.0
936.8
935.9
936.4
937.2
937.9939.1
939.0
937.3
936.2936.0936.0
936.4
936.5
937.4
937.5
936.3
936.3
936.2
936.2
935.9
935.4
935.3
935.0
934.9
935.1
935.3
934.9 935.5
935.2
935.0
935.2
935.3
935.8
936.6
936.5
936.4
936.4 936.2
936.4
936.6
936.7
936.0
935.6
935.3
935.2
935.2
935.5 935.5
935.1
935.2
935.4
935.6
935.9
936.9
936.2 935.9
936.0
936.9
935.9
935.8
935.4
935.0
934.9
934.7
934.8
935.0 934.6
934.4
934.5
934.7
935.0
935.2
935.6
935.7
935.7935.9
935.6
935.7
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935.5
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934.4
934.2
934.1
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934.0
934.2
934.4
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934.9
935.1
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935.4
935.3 935.3
935.3
935.4
935.1
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934.6
934.3
934.0
933.8
933.6
933.7 933.4
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934.0
934.4
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935.4
935.6
935.5
935.3 935.2
935.4
935.3
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934.4
934.2
934.0
933.6
933.3
933.0 932.9
934.4934.6
934.7
932.9
933.5
933.3
933.2 934.1
934.1
933.5
933.5 933.8
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933.9
934.1
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935.0
934.2
934.6 935.3
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934.9
935.2
935.4
935.3
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934.9935.1935.2
935.5
935.2
934.5
933.4
934.8
934.4933.0
931.6
931.5
933.2 934.8
934.9933.3
931.7
933.4 934.8
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933.9
934.6
934.0
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935.6935.0
934.9 935.8
936.0935.3
936.2
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937.5
934.7
933.8
934.1
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934.0
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933.1
932.6
931.9
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935.5
935.6 935.7
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935.4 935.3
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935.5 935.5
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935.3 935.2
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935.5 935.4
935.3
935.2 935.1
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935.4 935.4
935.2
935.1 935.0
935.2
935.3 935.3
935.1
935.1 935.0
935.1
935.3 935.2
935.1
935.0 934.9
935.0
935.1
939.8
939.9
938.0
938.0
939.7
937.7
937.3
938.9
940.5
940.7
936.7
937.1
937.2
937.7
935.6
935.6 935.6
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935.7
935.4
935.5
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935.4
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937.4
935.9
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935.1935.3
935.7
936.0
935.8
939.0
944.1
935.0935.0
935.3
935.3
935.8
935.8
935.5
935.9
928.4
927.5
925.3
925.3
930.9
929.1
927.4
925.5
925.1
924.9
926.5
925.7
927.5
926.4
927.2
926.7
925.8
924.5
925.8
926.7
926.7
926.4
951.7951.0950.4949.3949.0948.8948.6948.4947.9947.6946.7946.2946.0945.5944.8944.6944.5
933.7
935.1
935.7
935.6
935.3
936.1 936.3
936.3
936.4
936.3
935.9
935.5
935.3
934.6
934.6
935.1
935.4
936.0
928.9
929.1
941.7
942.1
942.2
942.1
941.7
941.5
942.2
940.0
932.3
929.7
929.4
929.4
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930.1
930.7
930.1
930.6
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7
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928.2 931.1
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931.5
932.1
933.9
934.3
935.6
935.8
935.4
931.2
932.4
929.9
929.5
932.6
931.7
929.3
930.2
935.6
934.8
933.5
935.4
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935.4
930.9
929.8 932.0
930.9
932.0
931.4
930.6
930.1
929.7
931.3
931.7
932.1
932.3
932.3
932.7
932.8
932.7
932.6
932.5
931.8
931.9
931.7
931.7
932.0
930.9
931.3
931.7
932.0
932.5
932.3
932.7
933.3
932.9
934.9
936.4
938.2
938.5
938.3
939.7
941.8
933.8
934.7
935.5
936.1
936.6
936.9
937.5
938.6
940.8
942.1
942.3
941.3
941.2
9
4
2
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7
942.5
942.6
942.4
941.9
942.2
942.3 942.2
942.3
942.4
942.0
940.9
AIS
938.8
36" ASH
938.8
36" ASH
939.1
36" ASH 939.5
36" ASH
940.5
36" ASH
941.0
26" ASH
943.8943.8
943.6
943.6
943.1
943.0
941.5
941.6
940.0
939.8
938.7 938.3
938.3
937.7
937.3
936.9 936.9
936.5
936.4
936.0
935.3
935.3934.9
934.8
934.8
935.6
937.8
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940.9
941.9
942.5
943.0942.3
942.1942.0
941.9 942.0 942.1 941.9
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940.1
937.6
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935.5
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935.4
935.4
935.3
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935.2
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934.2
934.7
935.0
934.9
934.7
934.7
934.8934.7934.8935.0935.0935.1935.2
935.1 935.1
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934.7
934.4
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935.4
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935.3
935.6
935.5
935.5
935.4
935.4
935.3
935.3
935.3
935.5
935.5
935.6
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935.3
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5
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2
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5
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4
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937.2
937.8
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940.5 939.6 939.1
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940.2
940.0939.8939.4939.4939.8
940.3940.5
940.0
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940.7
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940.1
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937.4
937.1
937.1
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936.6
936.3
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930.9
930.7
930.3
929.9929.5
929.6
929.3
929.2
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930.1
930.9
931.0
930.8
930.4
930.3
930.6 930.7
930.8
931.8
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9
3
5
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9
9
3
5
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8
935.8
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933.4
BE
BE
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27 BE
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BE
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932.8
BE
932.9
24 BE
25 BE
BEBEBE26 BEBEBE
941.0
939.2
BTL
939.2
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938.0
BTL
937.9
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938.1
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938.1
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93
9
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2
BT
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93
9
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2
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940.0
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940.0
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942.6
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943.2BTL
943.9
BTL
944.0
BTL
931.7
BTL
934.9
BTL
939.4
937.7
938.1
938.5
938.7
938.4
938.2
938.4
940.8941.0941.1941.2
941.1
940.9
940.1
938.5
938.4
938.5
938.3
938.0
938.0
938.4
939.0
940.9
941.2
941.3
940.7
940.7
940.6
940.6
940.2
940.4940.8
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934.2934.2
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936.3
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9
3
6
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936.6 936.7
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935.5 935.5
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933.4
933.4
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932.1
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932.6
931.8
931.5
931.2
931.0
931.6
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941.9
941.9
942.3
942.2
941.2
940.9
939.7
939.4
937.9
937.5
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935.7 935.7
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4
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9
9
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930.0
930.0
930.0
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932.6
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941.6
942.2
942.0
943.0
942.2
941.5
941.3
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936.0 936.0
935.1 935.7
937.1
939.7
944.2
945.1 945.5
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935.6 935.6
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CO
943.0
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942.3
COL
9
3
0
.
7
C
O
N
D
U
I
T
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6
929.5
941.9
2" CRAB
941.1
2" CRAB941.9
2" CRAB
941.3
2" CRAB
CS
929.7
929.8
935.8
935.7
935.9
EB
932.4EMG
932.2EMG
931.3
EMG
EO
928.4
928.2
929.5
929.5
927.6
927.7
928.2
928.1
923.2
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923.2INV=
942.1
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940.3
GATE940.7
GATE
934.7
GATE
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935.2GATE
935.3
GATE
934.9
GATE
934.8GATE
935.0
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935.0
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935.5GATE
935.5
GATE
935.4
GATE
935.4
GATE
935.5
GATE
935.5
GATE
934.7
GATE
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934.9
GATE 935.2
GATE
935.9
GATE
935.9
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935.8
GATE
GATE GATE
935.9
GATE
934.6
GLP934.6
GLP
933.7GLP
933.6GLP
GP
GP
929.6
GP
936.6 936.4 936.5 936.4
936.4
936.4
936.3
936.4
936.5
936.5
936.5
936.3
936.3
936.4
936.4
936.5
936.5
936.5
936.5
936.3
936.4
936.5 936.4 936.5
936.6
936.7
936.8
936.7
936.6936.5
936.5
936.4 936.9 936.9
936.8
929.1
929.2929.3
929.9931.3932.7
932.8
932.1
931.6
930.5
929.8
930.1
931.0
931.8
932.1
932.7 932.7 931.1 929.7
929.2
940.3
GW
940.2
940.1
939.9
939.2
939.4
939.5
943.7
943.4
943.4
943.2
943.0
942.7
942.8
942.6
HCS
HCS
HCS
HCS
HCS
944.0
HCSHCS943.1
HCS
942.8
HCS
HH
HHE
935.5
HHE
930.2
HHE
934.2
HHF
934.7HHFHHF
HYD
HYD
LD
938.2
LP
938.8
LP
935.1
LP
LP
935.5
LP
LP
LP
LP
LP
LP
LP
LP935.2
LP
LP
934.2
LP
LP
935.9
LP
937.5
LP
944.7
LPLP942.3
LP940.9
LP939.8
LP
LP
935.5
LP
934.8
LP
940.7
LP
935.7
34" MC
940.2
4" MPL
938.9
4" MPL
940.0
2" MPL
940.3
940.0
939.3
943.8
944.1943.9
943.6942.4
942.6942.3
942.1
941.7
2" OAK
940.5
2" OAK
939.0
2" OAK
937.6
2" OAK
941.9
PIV
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
PKS
940.7
PKS
933.4
PKS
935.1
PKS
941.0
PKS
941.1
PKS
942.3
PKS
946.5
PKS
931.5
PKS
943.3
PP940.3
PP
939.8
939.6
939.2
939.0
939.2
938.6
939.0
939.6939.7
939.5
939.1
938.7
938.5
938.3
938.1
938.0
938.3
938.8
939.1
939.1
938.0
939.9
RC 940.0
RC
938.8
RC
938.8
RC
938.8RC
939.6RC
939.5
RC 939.6
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RD
932.8
RD
932.1
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933.3
RD
928.0
924.6
925.4
927.2
929.1
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930.3
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9
3
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1
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935.4
935.4
935.4
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935.5 935.6
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941.0 RMP
935.6
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935.3 935.3
935.5
935.5
SC
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932.3
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3
9
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939.0
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938.4
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940.9
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940.2
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939.4
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9
3
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8
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940.0
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939.4
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9
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937.9
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937.9
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938.1
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940.0
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940.5
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940.4
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940.4
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940.3
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940.3
TC
940.4TC
938.7
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938.5
TC938.2
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937.9
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937.9
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938.4
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938.9
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941.0
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940.7
TC
940.5
TC
940.1
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939.9
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940.5
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940.8
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940.9
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940.5
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940.6
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939.3
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940.1
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93
9
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940.4
TC
940.4
TC
940.3TC 940.3TC 940.5TC
940.8
TC
941.1
TC
941.5
TC
941.9
TC
942.2
TC
942.6
TC
942.8
TC
943.1
TC
943.5
TC
943.9
TC
944.4
TC
944.8
TC
945.1
TC
945.5
TC
945.9
TC
940.7TC 941.1TC 941.4TC 941.7TC 942.0TC 942.3TC 942.7TC 943.0TC
942.8
TC 943.6TC 943.8TC 944.0TC 944.3TC 944.5TC 944.9TC 945.5TC 946.2TC
932.2
TC
932.6TC
933.0
TC
933.2
TC
933.7
TC
934.0
TC
934.7
TC
934.9
TC
935.2
TC935.2
TC
TCS
TCS
TCS
940.2
TL
935.2
TN935.2
TN
935.3
TN
935.3
TN
935.3
TN
935.4
TN935.4
TN
935.4
TN935.4TN935.5TN935.5TN
934.6
TN
933.5
TN
935.5 935.6 935.7
935.4 935.5 935.7
938.7
7" TR
938.3
7" TR
941.2
2" TR
941.7
2" TR
937.6
2" TR
937.9
2" TR
938.5
2" TR
942.1
2" TR
941.6
2" TR
942.1
2" TR
TRAN
S
930.0
TRANS
924.0
924.0
924.0
924.0
924.0
924.0
924.0
924.1
926.8
925.4
924.8
926.3
938.2
937.9
937.9
937.8
937.8
938.2
938.2
940.5
WV
935.3
WV
932.9
WV
WV
937.7
WV
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.63
7
.
725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.1
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
CB
939.4
935.0N
INV=934.8S
TOP=
INV=
CB
938.3
934.5N
INV=934.1SW
TOP=
INV=
CB
937.4
934.1
TOP=
INV=
CB
937.2
933.7SW
INV=933.4SE10" PVC ST S
10
"
P
V
C
S
T
S
6" PVCST S
1
5
"
R
C
P
S
T
S
TOP=
INV=
CB
937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
TOP=
INV=
CB
939.3
933.9SE
INV=929.5SW
INV=928.4NE
36
"
R
C
P
ST
S
36
"
R
C
P
ST
S
18" RCPST S
12" PVCST S
TOP=
INV=
CB
939.4
935.2SW
INV=934.2E
INV=933.5NW
2
7
"
R
C
P
S
T
S
21" RCP
S
T
S
TOP=
INV=
SMH
934.8
927.2E,W
INV=924.3S
INV=923.7N
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
18" PVC ST S
TOP=
INV=
CB
934.6
930.7
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
934.4
929.9
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
21"RCP ST S24" RCP ST S
12" PVC ST S
TOP=
INV=
CB
934.8
929.5ALL
TOP=
INV=
SMH
935.5
929.4ALL
15" PV
C
S
T
S
12
"
P
V
C
S
T
S
1
5
"
P
V
C
S
T
S
TOP=
INV=
SMH
935.5
929.2ALL
1
5
"
P
V
C
S
T
S
TOP=
INV=
CB
939.7
936.0
TOP=
INV=
CB
939.6
936.1
TOP=
INV=
CB
939.7
935.8N
INV=935.4E
INV=934.5SW
TOP=
INV=
CB
939.7
936.1E
INV=935.7W
15" PVC ST S
12" PVC ST S12
"
R
C
P
ST
S
TOP=
INV=
CB
939.1
933.1SE,NW
CB(BURIED)
TOP=935.4
SUMP=932.1
NO PIPES VISIBLE
SMH
TOP=937.1
INV=927.3 N,SW
INV=930.9 E
TOP=
INV=
CB
934.3
930.3W
INV=926.5S
INV=926.1N
12" RCPST S
36
"
P
V
C
S
T
S
42
"
R
C
P
S
T
S
B I T U M
I
N
O
U
S
B I T U
M
I
N
O
U
S
CONCRETE
941 942
943 944 945 9
4
6
950
945
935
934
9
3
5936937
934
935
935936
937938939
940
941
945
942 943 944940
9
3
9
938
939
94
0
941
941
940
938
9399379
3
5
934
933
932
930
935
929
926
927
928
938
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
G R
A
V
E
L
CONC
CONCCONC
CONC
CONC
CONCRE
T
E
CONCRE
T
E
U
G
E
UGE
UGE
UGE UGE UGE UGE
U
G
EUGEU
G
E
UG
E
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
TOP=
INV=
CB
938.6
932.8SE
INV=927.9SW
INV=927.7NE
2
7
"
R
C
P
S
T
S
B I T U M I N
O
U
S
OHE
SHED
B I T U
M
I
N
O
U
S
OHU
B I T U M I N O
U
S
CONCRETE
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
10" PVC ST S
10" PVC ST S
CONC
CONC
CONC
5 FOOT CHAIN
LINK FENCE
15 FOOT CHAIN
LINK FENCE
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
36
"
P
V
C
S
T
S
4
2
"
R
C
P
S
T
S
(
P
)
42" RCP ST S(P)
12"W(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
19
20
21
23
12" PV
C
24
25
26
27
22
BE
RD
RD
B
E
RD
13"MPL
KEYSTO
N
E
WALL
CONC
.
942
942.3
942.6
942.6
942.6
942.3
942.3
9
4
2
.
6
942.7
9
4
2
.
6
942.4
942.1 942.4
942.5
942.5
942.5
942.4
942.2
941.3
941.6
941.6
942.1
942.1
941.7
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
FOL
FOL FOLFOL
FOL FOL
UGC
UGC
U
G
C
I
N
P
L
A
C
E
-
E
X
T
E
N
T
U
N
K
N
O
W
N
FOL
ST-101
ST-102
ST-103
ST-104ST-105ST-106
ST-107
ST-124
ST-125 ST-126
ST-136
43.0
43.0
36.6
36.0
36.0
36.0
36.0
36.0
36.0
36.036.0
36.0
36.036.0
36.0
42.9
35.9
35.9
35.9
35.9 35.9
35.9
35.9
35.9
35.9
35.9
35.9
35.8
35.7
35.4 TC
35.1
36.1
34.7
35.9
36.5
34.4 34.7
34.0
34.3
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
32.8 ME
33.0 ME
33.4 ME
38.2 ME
36.4
36.3
38.2 ME
35.5 35.5
35.5
35.8
35.5
35.8
35.6
35.5 35.5 35.5 35.5
35.5
35.5 35.5 35.8
35.8 35.5 35.5
35.5
36.0
35.5
35.5
35.535.535.535.535.535.5
35.5
35.8
35.835.535.5
35.5 35.5
35.5
35.5
42.5
42.4
42.5
42.9
42.9 ME
42.8
42.6 ME
34.1
93
6
93
6
93
5
9
3
5
935
93
5
9
3
5
9
3
5
93
5
935
935
93
5
93
4
93
3
93
2
931
932
933
934
935
93
6
935 935
935
934
934
935935
935
936
937
938
939
940
940
940
941
942
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
S
D
D
D
D
7.5' PARKING LANE INP
12' THRU LANE INP
12' THRU LANE INP
7.5' PARKING LANE INP
16
C5.01
16
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
4
C5.04
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C3.02
GRADING AND
DRAINAGE PLAN
CENTRALST-1 DRI -1
955
54.6
955
54.6
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 / DOUBLE RING INFILTROMETER TEST LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
REFER TO SHEET C3.01
BUILDING PAD SOIL CORRECTION QUANTITY
REFER TO SHEET C3.01
BENCHMARKS (FIELD VERIFY BEFORE USING)
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 51 of 113
FFE = 936.0 = ARCH 93'-0"
PROPOSED BUILDING
935.7
935.9
936.1
936.2 936.2
936.1
935.8
935.8 935.7
935.9
936.0
936.1 936.1
935.9
935.8
935.7 935.6
935.8
936.0
936.1 936.0
935.9
935.7
935.6 935.6
935.7
935.8
936.0 935.9
935.8
935.6
935.5 935.5
935.6
935.8
935.9 935.8
935.7
935.6
935.4 935.4
935.6
935.7
935.8 935.8
935.7
935.5
935.4 935.3
935.4
935.6
935.7
951.8951.4950.1948.5946.4943.5940.3
940.7
939.6
941.7
941.4
939.8
939.8
939.7
940.1
940.2 949.3
949.0
948.7
948.5
948.5
949.0
948.7
949.5
951.7
953.0 954.5 955.7 956.0
960.3959.9
959.7
959.7
959.8
959.5
959.3
958.8
959.0
959.0
959.0
958.9 958.8
959.0
959.0
959.0
959.2
959.9
960.0
959.6
959.7
959.7
959.7
959.7 960.2
960.1
960.2
960.1
960.2
960.1
961.2
925.4
924.7
924.6
925.0
926.1
928.1
929.2
926.6
926.5
929.2 929.7
926.8
926.2
930.0
926.5
931.4
932.4
931.9
931.8
931.8
932.6
934.7 931.5
931.5933.7934.4934.5
930.7
927.9
927.4
927.1
930.6
934.4
934.2 933.1
932.6 933.2
933.8
933.9932.5933.8933.3932.1
931.1
928.0
926.3925.4
925.4
925.9
924.9
925.2
925.7
926.0
925.0
925.5
926.0
925.2
925.7
926.3
926.2
926.4
925.5
926.2
926.7
926.6925.7
927.5
926.0
925.5
928.4
929.6
928.4
927.7
927.9
924.1
929.2
927.6924.9
932.1
933.8
934.3
927.2 927.0
939.6
939.5
939.6
939.7
939.6
939.3939.0
938.7
938.8938.3
938.2
939.4
939.0
938.7
939.4
939.3938.9
938.7
938.5
938.6
938.1
937.9
937.5937.1936.8
936.3936.1935.5935.2
935.5
935.8
936.1 936.3 936.8 937.4
937.7
937.8
938.0937.5937.1
936.8
936.5
936.2935.8935.3
935.5 935.9 936.2 936.6 936.8 937.2 937.7
937.8937.3
937.0
936.6936.3936.0935.3
935.3 936.2 936.5
936.8
937.1
937.5
938.0
938.5937.8937.4937.2936.8
936.4
936.0
938.0 938.4 938.8 938.9
939.3 939.7 940.4 947.4
955.0
926.1 926.1
927.1
936.3
936.4
936.6
936.4
936.5
936.7
936.4
936.1
935.7
935.3
934.9
934.5
934.5
935.2
935.4
935.8
936.1
936.5
936.8
936.9
937.0
936.7
936.4
936.2
935.6
935.3
935.1934.4
934.7
934.8
935.0 935.7 936.2 936.4 936.7 937.2
935.4
926.3
926.3
924.9
926.9
925.6
926.6
926.8
926.5
925.0 926.0
927.0
927.6
928.2 929.6
929.1
931.7
930.9
931.8
931.4
932.9
933.0
933.6
931.8
934.1
927.6
AIS
927.8
AIS
93
5
.
2
935.4
935.3
935.4
936.0
937.3
936.5
936.1935.8
936.0
935.7
935.5
935.5
936.0
93
4
.
5
934.9
926.7926.5925.8
926.6
926.7
926.6
926.7926.8
926.8
926.6
926.6926.7
927.3 927.3
927.7927.7
927.9
928.1
927.9
927.9
928.3
928.1
929.0
928.8 929.9
929.9
930.0
930.1
931.4
931.3
93
2
.
3
932.7
932.9
93
2
.
6
93
3
.
0
933.3
933.8
93
3
.
6
927.8928.2
928.3
932.2
4-6" BIR
932.5
4-3" BIR
933.8
3-4" BIR
933.9
4-4" BIR
936.2
BTL
935.3
935.4
935.6
935.7
935.8
935.8936.0936.0936.0936.1936.1936.2
936.1
935.9
935.1
935.3
935.5
935.7
935.8
936.0935.9936.0936.0936.1936.2936.2936.2936.3936.4936.4936.4936.5936.5
936.4
936.3
936.1
936.0
935.3
935.2935.3
936.2
930.1
929.9
930.0
934.2934.2
934.
0
934.4934.3
934.3
933.7
933.8
934.1
934.1
934.3 934.5
934.6
936.2
CBOX
935.7
935.6
939.7
940.0
940.0939.6939.5939.1
938.9
939.1 940.3
939.9
939.1938.9
940.0
940.4
940.0
940.0
939.6
939.6
960.6960.5959.8958.7959.0
935.0934.1934.3
933.7
932.2
933.8
935.8
CO936.0CO936.0
CO
936.1
CO936.2
CO936.2CO
936.4
CO936.3
CO
928.9
CO
935.7
93
6
.
3
926.1
925.8
925.7
925.5
925.7
926.9
927.7
928.5 928.5 929.2 929.7 930.0
930.1
930.9
932.1
932.4
932.6
932.9
933.1
933.9
934.3
930.1
EMG
931.5
EMG
928.2
928.0 928.6
928.5 929.0
929.6 930.2 930.8
931.8
933.0
934.4
935.4935.1933.6
931.6930.9
930.4
929.2
929.1
928.2
929.0
929.1
935.9
GATE
936.4
GATE
936.1
GATE
935.8
GLP 935.3
GLP
939.3
939.5
939.4939.3
939.3
939.1939.0938.5
938.4
938.2
938.4
938.6
938.8 939.2
939.3
939.7
939.4
939.4
939.4
939.5
939.3939.0
938.7
938.5
938.6
938.6
938.8 939.1
939.4
939.3
939.4
934.8
934.8
935.0
935.4
935.6
935.6
935.4
935.2934.8
935.0
935.0
929.0
LARCH.10"
930.2
LARCH.10"
928.4
LARCH.10"
929.9LARCH.10"
932.1
LARCH.10"
932.4
LARCH.10"
932.7
LARCH.6"
932.8
LARCH.6"
932.5
LARCH.8"
LP
936.9LP
LP
928.612" OAK
928.0
6" OAK
928.2
4" OAK
930.0
6" OAK
930.5
10" OAK
930.2
4" OAK 930.76" OAK
934.1
3" OAK
934.6
3" OAK
934.7
3" OAK
933.5
4" OAK
932.23" OAK
922.621" RCP922.721" RCP
93
6
.
3
938.6
941.9
946.0
949.4
951.4952.2950.9950.0948.2945.3943.2941.0940.0
939.9939.1938.0
936.4 936.4
936.5 936.4 936.4 936.3
936.3 936.9
936.2 936.1
937.3 936.6
936.1
936.2
936.0
937.0
936.0
937.1
936.0
937.4
936.0
937.0
936.1
937.8
935.8 93
7
.
1
935.8 93
7
.
3
935.6 93
7
.
0
936.9TC937.1TC937.1TC
937.0
TC
936.8
TC936.7TC936.8TC936.8TC936.9TC
937.0TC
937.0
TC
937.1
TC
936.6
TC
924.0
924.0
924.1
924.0
924.0
924.1
924.0
924.0
924.1
924.0
924.0
924.1
924.3
924.1
924.0
924.0
924.3
924.2
924.0
924.0
924.3 924.1924.0
924.0
923.8
923.9
923.9
924.2
924.3
924.0
924.2
924.0
924.0
924.1
924.0
924.0
924.0
924.9
926.2
926.6
928.0
925.8
926.6
926.2
926.0
925.6
926.1
925.2
936.5
936.4
936.4
928.0
933.9932.8
934.1933.3
928.1
UGE
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
TOP=
INV=
CB
935.9
931.7
TOP=
INV=
CB
936.2
931.8N
INV=931.7SW
12" PVC ST S
12" PVC
S
T
S
TOP=
INV=
CB
12
"
P
V
C
S
T
S
926
927
928
929 93
0
926 92792892
9
925
9
2
5
9
2
6
9
2
7
9
3
3
9
2
8
9
2
9
9
3
0
9
3
1
9
3
2
9
3
4
96
0
9
3
6
937
938
936
G R
A
V
E
L
U
G
E
UGEUGEUGE
B I T U M I N O U S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
G R A S
S
G R A S
S
G R
A
V
E
L
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S
CO
N
C
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
CONC
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
G R A S S
928.49
1 TR
926.383 TR 926.31
2 TR
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
6
"
W
(
P
)
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
30"RCP ST S
24
"
R
C
P
S
T
S
24"RCP ST S
24"RCP S
T
S
15
"
P
V
C
S
T
S
15"RCP
INV=924.4 21"RCP ST S
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
935.0
934.9
935.1
935.3
934.9 935.5
935.2
935.0
935.2
935.3 935.6
935.3
935.2
935.2
935.5 935.5
935.1
935.2
935.4
935.6
935.0
934.9
934.7
934.8
935.0 934.6
934.4
934.5
934.7
935.0
934.6
934.4
934.2
934.1
934.2 934.0
933.9
934.0
934.2
934.4 934.3
934.0
933.8
933.6
933.7 933.4
933.7
934.0
934.4
934.5
934.2
934.0
933.6
933.3
933.0 932.9
934.4934.6
934.7
932.9
933.5
933.3
933.2 934.1
934.1
933.5
933.5 933.8
934.4
933.9
934.9935.1935.2
935.5
935.2
934.5
933.4
934.8
934.4933.0
931.6
931.5
933.2 934.8
934.9933.3
931.7
933.4 934.8
934.0
934.8
931.9
935.4
935.5
935.6 935.7
935.5
935.4 935.3
935.4
935.5 935.5
935.4
935.3 935.2
935.4
935.5 935.4
935.3
935.2 935.1
935.3
935.4 935.4
935.2
935.1 935.0
935.2
935.3 935.3
935.1
935.1 935.0
935.1
935.3 935.2
935.1
935.0 934.9
935.0
935.1
928.4
927.5
925.3
925.3
930.9
929.1
927.4
925.5
925.1
924.9
926.5
925.7
927.5
926.4
927.2
926.7
925.8
924.5
925.8
926.7
926.7
926.4
926.2
925.9
925.8
926.4
924.1
927.0
927.6
927.2
925.9
926.2 933.7
935.1
935.7
935.6
935.3
936.1 936.3
936.3
936.4
936.3
935.9
935.5
935.3
934.6
934.6
935.1
935.4
936.0
926.8
927.0
931.3
932.7
931.1
930.7
931.9
9
3
1
.
3
931.1
939.8
936.3
937.1
933.4
933.0
933.1
931.1
930.5
928.9
929.1
929.1
929.1
929.1
929.5
932.3
929.7
929.4
929.4
929.8
930.1
930.7
930.1
930.6
932
.
8
932.6
932.7
933
.
1
932.8
932.3932.3
930
.
9
930
.
6
9
3
0
.
7
9
2
9
.
5
929.8929.4
929.0
929.0
928.0
929.7
929.9
928.2 931.1
932.2
931.5
932.1
933.9
934.3
935.6
935.8
935.4
931.2
932.4
929.9
929.5
932.6
931.7
929.3
930.2
935.6
934.8
933.5
935.4
935.2
935.5
935.4
930.9
929.8 932.0
930.9
932.0
931.4
930.6
930.1
929.7
931.3
931.7
932.1
932.3
932.3
932.7
932.8
932.7
932.6
932.5
931.8
931.9
931.7
931.7
932.0
930.9
931.3
931.7
932.0
932.5
932.3
935.2
934.3
934.2
934.7
935.0
934.9
934.7
934.7
934.8934.7934.8935.0935.0935.1935.2
935.1 935.1
934.9
934.7
934.4
935.0
935.2
935.2
93
5
.
2
935.1
935.1
935.2
935.3
935.3
935.2
931.9
930.9
930.8
930.8
931.2
931.5
930.9
930.7
930.3
929.9929.5
929.6
929.3
929.2
929.4
930.1
930.9
931.0
930.8
930.4
930.3
930.6 930.7
930.8
931.8
933.2
934.2
934.7
934.9
935.1
935.7
935.8
929.5
929.6
929.7
935.7
B
E
BE
BE
BE
BEBE
BE
BE
932.8
BE
932.9
24 BE
931.7
BTL
935.1
934.7
934.9
935.0
935.9
935.6
935.4
935.3 935.3 935.3 935.3 935.1 935.1 935.1 935.1 935.0 934.9 934.9 934.9 934.8 934.7
934.7
934.9
935.0
935.8
935.7
935.5
935.4 935.3 935.2 935.2 935.1 935.2 935.1 935.0 934.9 934.9 934.8 934.8
935.1
934.9
935.0
935.5 935.5
935.4
935.4
935.2 935.2
935.2
935.5
935.5
933.4
933.4
932.3
932.1
932.5
932.6
931.8
931.5
931.2
931.0
931.6
932.1
932.5
930.2
930.2
929.9
929.8
930.
1
930.0
930.0
930.0
930.0
930.0
930.4
932.6
932.0
932.8
935.4
934.8
934.8
935.1
934.6
934.3
935.0
933.4
933.5
933.1
COND
U
I
T
.
2
9
3
0
.
7
C
O
N
D
U
I
T
.
6
929.5
CS
929.7
930.1
930.2
930.1
930.3
929.8
935.8
935.7
935.9
EB
EB
932.4
EMG
932.2
EMG
931.3
EMG
EO
928.4
928.2
929.5
929.5
927.6
927.7
928.2
928.1927.3
927.2
927.7
928.4
928.9
929.3
929.7
929.6
929.6
923.2
INV=
923.2INV=
GATE
935.2
GATE
934.8
GATE
935.0
GATE
935.0
GATE
935.5
GATE
935.5
GATE
935.4
GATE
935.4
GATE
933.7
GLP
933.6
GLP
929.6
GP
929.1
929.2929.3
929.9931.3932.7
932.8
932.1
931.6
930.5
929.8
930.1
931.0
931.8
932.1
932.7 932.7 931.1 929.7
929.2
HHE
930.2
HHE
934.2
HHF
934.7
HHFHHF
939.8
HYD
LD
LP
LP
LP
LP
LP935.2
LP
LP
931.5
PKS
RD
932.8
RD
932.1
RD
928.0
924.6
925.4
927.2
929.1
929.2
928.8
929.0
930.3
929.8
929.4
9
3
0
.
1
929.8 930.2
935.3
SC
O
R
E
B
O
A
R
D
931.8
18" SPR
932.3
18" SPR
932.2
TC
932.6
TC
935.2
TN935.2
TN
935.3
TN
935.3
TN
935.3
TN
935.4
TN
935.4
TN
935.4
TN
935.4
TN
935.5
TN935.5
TN
934.6
TN
933.5
TN
TRAN
S
930.0
TRANS
929.2
UGE
924.0
924.0
924.0
924.0
924.0
924.0
924.0
924.1
923.8
924.0
924.0
924.2
923.9
924.0
924.0
926.8
925.4
924.8
926.3
926.1
926.7927.1
926.2
935.3
WV
932.9
WV
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03
.
5
22.0
36.36.46.31
6
.
0
8.014.42
7
.
6
3
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
1
0
4
.
6
1
3
.
0
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
SMH
934.1
925.2SW
INV=925.1NE
TOP=
INV=
SMH
930.2
924.7SW
INV=924.6NE
15
"
R
C
P
ST
S
15
"
R
C
P
ST
S
TOP=
INV=
SMH
934.8
927.2E,W
INV=924.3S
INV=923.7N
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
24" RCP ST S
42
"
R
C
P
S
T
S
935
934
932
930
935
929
926
927
928
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
TNH=932.14
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
BITUMINOUS
10" PVC ST S
10" PVC ST S
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
CONC
4
2
"
R
C
P
S
T
S
(
P
)
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
W
(
P
)
W
(
P
)
W (P)
18
19
20
21
23
9
3
2
.
7
9
3
1
.
9
24
22
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
U
G
C
UGC
UGC
UGC
U
G
C
ST-101
DRI -1
ST-102
ST-103
ST-110
ST-119
ST-120
ST-121
36.0
36.0
36.0
36.036.0
36.0
36.036.0
35.9
35.9
35.9
35.9 35.9
35.9
35.9
ME
32.5 ME
32.7 ME
34.2 ME
33.5 ME
30.2 ME
30.2 ME
30.1 ME
30.3 ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
32.8 ME
35.5 35.5 35.8
35.5
36.0
35.5
35.5
35.535.535.535.535.535.5
35.5
35.8
35.835.535.5
35.5 35.5
35.5
32.3
42.6 ME
34.1
9
3
5
9
3
5
93
5
935
935
93
5
93
4
93
3
93
2
931
932
D
D
D
D
D
D
POND 7P
BOTTOM ELEVATION: 916.00
BOTTOM AREA: 922 SF
EOF: 930.00
HWL: 929.84
NWL: 926.00
INFILTRATION BASIN 8P
BOTTOM ELEVATION: 923.00
BOTTOM AREA: 2,610 SF
EOF: 930.80
HWL: 928.60
WQV ELEVATION: 926.70
D
D
D
D
D
D
D
D
D
D
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
4
C5.04
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C3.03
GRADING AND
DRAINAGE PLAN
EASTST-1 DRI -1
955
54.6
955
54.6
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 / DOUBLE RING INFILTROMETER TEST LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
REFER TO SHEET C3.01
BUILDING PAD SOIL CORRECTION QUANTITY
REFER TO SHEET C3.01
BENCHMARKS (FIELD VERIFY BEFORE USING)
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 52 of 113
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962.2
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956.0
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960.2
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958.0
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953.7
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953.8
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963.1OD
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963.3
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967.1
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968.0
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969.4
TC
TRANSTRANS
962.8
TV BOX
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G R A S S
G R A S S
G R A S S
G R A S S
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TOP=
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CB (P)
ST-122
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962.8
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963.0HHF
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964.1PP
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963.9
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10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
B I T U M
I
N
O
U
S
G R A V E L
G R A V E L
944 945 9
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10 BE
9 BE
9 BE
9 BE
8 BE
982.3
11 BE
982.2
11 BE
13 BE
14 BE
BE
12 BE
982.0
3-10" BIR
981.9
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981.2
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964.7
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HYD
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978.1
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977.5
15" MPL
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971.8
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971.6
12" SPR
970.7
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970.2
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970.2971.0971.8973.0973.5
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965
966
970
975
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C O N C R E T E
LOADING DOCK
CONC STEPS
G R A S
S
G R A S
S
TNH=975.26
TNH=981.64
W
W
C O N C R E T E
FO
L
FOL
FOL FOL
ST-127
ST-128
ST-130
ST-129
67.1 67.1 67.1 67.1 67.1 67.1 67.1 67.1
65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1
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61.7 EOF
61.9
62.2
62.8
63.5 ME
63.2 ME
63.1 ME
62.5 ME
62.2 ME
62.1
62.4
63.0
63.1
63.4
61.2 ME
64.8
64.6
64.4
63.8
64.364.3 64.2
64.3 TW
61.3 BW
61.2 ME
64.3 TW
63.3 BW
63.2 ME
63.9
64.264.1
64.0 ME
64.3
64.6
64.8
64.3
65.0 ME
64.7 ME
64.6
64.6
65.0
64.9 ME
65.3
65.4
65.5 65.4 TW
64.5 BW
64.4 ME
65.9
65.9
66.0 66.0 TW
63.8 BW
63.7 ME
66.2
66.2 TW
65.0 BW
63.2 ME
62.9
62.3
63.5 ME
63.8 ME
65.1 ME64.3
64.7
64.9 ME
65.3 ME
72.6 ME73.5 ME74.3 ME
74.6 ME
75.3 ME
74.7 ME
65.2 ME65.1 ME65.0 ME65.0 ME65.0 ME
65.1 ME
65.6 ME65.4 ME65.3 ME
65.3 ME
65.0 ME
64.4 ME
63.2 ME
63.1
74.8 74.7
74.474.6 74.5 73.6
73.5
74.4 72.7
72.6
72.7
72.3 ME
71.9
72.0
71.9
71.8
70.9
71.0 71.1
71.0
67.2
67.3
67.4
67.3
66.366.4
63.6
64.6
64.8 ME
64.8 ME
64.5
64.9
65.6
65.0
964
963
962
961960
966
967
967
966
965
965
965
966
967
968
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970
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97
5
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96
6
9
6
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6
6
9
6
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9
6
4
9
6
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966
965
964
964
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10
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15"RCP
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2
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15
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18"RCP ST S
ST S
1
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21"RCP ST SSAN S
8" SAN S
SA
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8"
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8"DIP W
TOP=
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974.5
971.1
TOP=
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974.7
971.4
BOTTOM=969.1
TOP=
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975.0
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TOP=
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976.9
971.7 E
INV=972.0 STOP=
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976.7
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976.6
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976.9
972.4
TOP=
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974.0
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975.4
968.1 TO PIPE
INV=967.4 TOP BOTTOM
TOP=
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968.4
963.5 S
INV=963.6 N
TOP=
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968.1
963.7 S
INV=963.8 N
TOP=
INV=
CB
967.9
964.2
TOP=
INV=
MH
974.4
960.3 TOP=
INV=
MH
971.0
961.2
TOP=
INV=
MH
973.1
962.3
977.4
976.9 976.3
977.6 977.5
976.7
977.3 977.0
976.4
976.0 975.2
974.4
973.8
974.0
970.7
970.7
970.6
970.3
973.3 972.4 971.5
970.9
970.7 971.1 971.3 971.1
970.2970.4970.4970.2969.7970.2971.0972.0973.6
973.5
971.3 969.6 969.2 969.3 969.3 969.3
969.2969.1969.1
969.1968.9969.2
969.3
972.0
969.1 969.1 968.9
968.9
969.1
968.8968.8968.9968.9969.0971.6
973.4
972.5
970.7 969.0 968.9 968.8
968.8
968.7968.9968.9968.6
970.6971.6972.8
972.8 971.9
970.4 969.2 969.0
968.9
969.0969.9971.0
971.9972.4973.1
973.4 972.6 972.1 970.9
968.5
969.7971.0972.0
972.7
973.4
974.0
974.4
974.6
974.4
974.7
974.9
975.4
975.4976.2976.7977.7
974.6
974.0
973.5
974.2
974.6
974.8
970.5
974.7 974.4
969.8 969.9
973.8
973.1
968.6 968.7
973.3 972.6
968.7 969.0
971.7 970.7
969.4
970.9971.1971.3971.7972.2972.7973.3973.8
974.4
974.8975.4975.9976.4976.8
977.2
971.0
976.8
975.9
973.4
974.0977.1 976.8 976.4 976.1 975.6 975.1 974.6
973.8
968.6
968.1
967.6
967.0
967.6
967.8
967.4
976.7
978.1
977.2
978.1
977.2
978.0
977.5977.9978.1
978.2
978.1
982.3
982.2
978.1
977.8
977.7 977.1
978.1
977.8
977.9
977.8 976.8
976.8
976.7
976.3
976.8
976.5
976.6
976.4977.1977.8
977.7 977.1
977.7
978.5 977.6
976.4
975.6975.8
975.4
974.6 973.8 973.1 972.5
974.0
974.0974.8
975.1
974.6
973.5
974.9
972.9 972.6
973.9
975.1975.0 975.0975.5976.0
976.8
976.9
977.8
977.9
977.9
978.0
977.8
977.3977.9978.2
978.0
974.2
5" ARB975.4
5" ARB
970.0
969.7
969.6
969.3
969.1
969.0
968.8
969.0
9
6
9
.
5
9
6
9
.
6
969.4
969.2 968.9
969.3
969.3
968.8
968.6
968.9
969.0
969.2
969.4
969.8
969.6970.0971.2971.7
972.3
972.7
973.0
973.3
973.5
973.9
974.1
974.1
974.0
974.1
974.7
974.6
975.0
975.3
975.6
974.7
974.6
974.2
974.0
973.9
974.3
974.4
974.5
974.7
977.1
977.7
976.0 975.4 975.0 974.6 974.2 973.7 973.1 972.5 971.6 970.9 969.8
968.8 968.5
968.6
13 BE
14 BE
15 BE
16 BE
17 BE
18 BE
18 BE
18 BE
1 BE1 BE
974.2
BTL
974.2
BTL 973.6
BTL 973.6
BTL
971.9
BTL
971.7
BTL
977.6
977.2
BTL
976.5BTL 976.4
BTL
974.6
BTL
974.5
974.3
BTL
973.8
BTL
973.8
BTL
974.3
BTL
974.4
BTL976.8
BTL
976.8
BTL
968.5
BTL
976.5
976.6
975.5 975.5
975.6
977.3
977.4
978.0 977.5
977.4
977.5
977.5
977.3
977.3
977.2 976.9 976.5 976.0 975.5 974.9
977.0
977.1
977.2
977.3 977.4
977.1
976.7
976.7 976.2 975.7 974.9
974.8
974.6
974.7 974.6
974.6
973.9
973.7973.7
973.6
973.6
973.5
973.7
974.0973.9
972.8 972.2 971.7 971.5 971.3 971.2
974.6975.0
976.0
976.2
976.5
977.9
971.1972.8
976.0
975.9
976.3
976.2
975.8
975.7 975.2
975.3 974.9
974.9
978.0
977.9
978.1
977.7
977.5 977.3
972.9
973.2
973.5
973.7
973.8
973.6977.7
977.5 977.6
978.1
977.5
977.9
977.7
978.2
978.1
978.0
978.2
978.1
974.8
975.0975.0
971.1
CBX
973.3
CO
973.2
978.8
DU
S
T
973.3
972.8
972.3
972.2
972.2
971.9
971.8
971.9
971.7
971.8
971.9
972.0
972.2
972.4
972.6
972.9
977.6977.8
978.1
973.4
15" ELM
969.9
EM
GATE
977.7
GATE
977.2
GP
977.1
GP
977.0
GP
GW
969.2
GW
969.3
GW
968.2
GW
976.3976.3
97
3
.
7
HC
R
977.5
HCR
HCS HCS
975.2
HHC
968.8
HHC
HHF
969.0
HHF
969.2HHF
HHF
HYD
HYD
982.1
LD
971.4
LP
LP
MC
MC
MG
977.8
978.0
4" MPL 977.3
12" MPL 972.9
8" MPL
972.4
12" MPL
15" MPL
974.8975.0
974.2
974.2
977.1
977.7
OD
PKS
PKS PKSPKS PKS PKS PKSPKS PKS PKSPKS PKS PKS
PKS
PKS PKS
972.7
PKS
971.8
PKS974.0
PKS
PKS
PKS
971.5
PPLP
970.7
PPLP
970.6
PPLP 969.1
PPLP
968.9
PPLP
969.0
PPLP
969.9
PPLP
PPU
PPU
969.4
PPU
969.1
PPU
968.5
PPU
977.5 976.6 975.8 975.3 974.8 974.6
975.1975.5976.0
973.8
974.1
972.5
8" PVC
970.1
8" PVC
971.0971.5971.8972.4972.7
965.7
INV=
972.6
12" SPR 972.3
18" SPR
971.6
12" SPR
970.7
15" SPR
970.2
12" SPR
976.5
18" SPR
976.3
18" SPR
975.7
18" SPR
975.6
18" SPR
975.9
18" SPR
975.9
18" SPR
976.0
18" SPR
975.8
18" SPR
977.1
STC
976.6
STC
976.2
STC
973.5
STC
973.8
STC
974.2
STC977.3
STC
TAD
976.8
TAD
974.4
TAD
977.2TC 976.7TC 976.2TC 975.7TC 975.2TC 974.8TC
974.4
TC
973.8TC 974.1TC 973.2TC 972.4TC 971.9TC 971.4TC 971.2TC 971.1TC 971.0TC
978.2
977.4TC 977.0
TC
976.8TC 976.3TC 975.8TC 975.3TC
975.1TC
974.6TC
974.4TC 973.9TC 973.5TC 971.6
TC
971.3TC 971.1TC
976.6
TC 976.6TC 976.1TC
975.6
TC
975.3
TC
975.3
TC
975.0TC
974.7
TC 973.5
TC
974.6
TC
974.6
TC974.6TC974.9TC975.4TC976.0TC976.5TC976.9TC977.1TC977.3TC977.8TC
969.3
TC
969.0
TC
968.8
TC
968.8TC
968.8
TC
968.6
TC
968.4TC
968.4TC
968.6
TC
968.7
TC
968.8
TC
TCS
TCS
TCS
TCS
976.7
TRANS
969.5
969.8
970.2971.0971.8973.0973.5
973.4
973.5
973.6
973.8
973.6
973.9
974.4
972.6
WV
972.7
WV
972.6
WV
WV
WV
973.5
WV
94.1
6.
3
39.8 1.0
2.7
18
6
.
3
13
.
8
1.0
2.
7
29.1
20.5
40
.
1
16.3
4.1
4.
1
35
.
7
60.0
35
.
5
2.0
21
.
0
2.0
35
.
5
60.1
13
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
TOP=
INV=
CB
973.0
969.0
TOP=
INV=
CB
976.9
970.8W
INV=970.4N
INV=969.7E
TOP=
INV=
CB
976.5
971.6NW(8"PVC)
INV=971.2NW(12"PVC)
INV=971.1E
12" RCP
S
T
S
12" PVC ST S
1
2
"
P
V
C
S
T
S
8" PVC
ST S
TOP=
INV=
MH
971.7
963.0
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
96
9
97097197
2
97
3
9
7
5
9769749
7
3
971
972
LOADING DOCK
G R A S
S
G R A S
S
FKA: MURPHY STREET
TNH=974.60
TNH=975.26
CONC
STEPS
CONC
STEPS
969
OHU
OH
U
OH
U
OHU
O
H
U
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
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U
W
W
W
W
LA
GA
S
UGE
UGE
SA
N
S
C O N C R E T E C O N C R E T E
C O N C R E T E
CONC
CONC
30
.
0
65.0
2
.
7
1
.
0
12.5
2.71.0
62.8
11.7 2
.
7
2
.
0
FOL FOL
FO
L
FO
L
UGC
UG
C
U
G
C
UGC
U
G
C
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G
C
U
G
C
U
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C
U
G
C
U
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C
INV= 965.8
INV= 964.2
FOL
F
O
L
69.3 ME
72.6 ME73.5 ME74.3 ME
74.6 ME
75.3 ME
74.7 ME
74.8 74.7
74.474.6 74.5 73.6
73.5
74.4 72.7
72.6
72.7
72.3 ME
71.9
72.0970
971
972973
97
5
974
9
7
1
9
7
0
96
9
S
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C3.04
GRADING AND
DRAINAGE PLAN
FIELDS
ST-1 DRI -1
955
54.6
955
54.6
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 / DOUBLE RING INFILTROMETER TEST LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
LEGEND
1
C5.01
REFER TO SHEET C3.01
BUILDING PAD SOIL CORRECTION QUANTITY
REFER TO SHEET C3.01
BENCHMARKS (FIELD VERIFY BEFORE USING)
2
C3.04
SOUTHEAST FIELD
3
C3.04
SOUTH
1
C3.04
NORTHEAST FIELD
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 53 of 113
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1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
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TOP=
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934.1
925.2SW
INV=925.1NE
TOP=
INV=
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930.2
924.7SW
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937.4
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937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
INV=931.0SWTOP=
INV=
CB
937.2
930.9NE,SE
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
SMH
TOP=939.2
BOTTOM TANK=930.1
NO VISIBLE PIPES
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
9
3
9
938
939
94
0
941
941
930
935
929
926
927
928940
945944943
942941
939
938
937
936
935
934
933
941
942
94
0
94
294
5
94
6
94
7
94
8
94
9
95
0
939
938
939
940
CONC
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
U
G
E
U
G
E
UG
E
UGE
UGE
UGE
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
30" RCPST S
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
CB
PARKED ON
TOP =936.5
SAN
TOP=939.3
TOP CAPPED PIPE=935.8
SAN
TOP=939.2
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
12"RCP
ST S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
945
950
955
9
6
0
965
970
975
980
9
8
0
975
9
7
0
9
7
0
9
7
5
9
8
0
9
8
5
95
596096
5
97
0
976
977 978
979
981
982 983
984
974
972
973971
981
9
7
9
9
7
8
977
9
7
6
97
4
9
7
3
972
97
1
96
9
968
98
4
983
9
8
2
9
8
1
9
7
9
9
7
8
9
7
6
9
7
2
9
6
8
9
6
7
9
6
6
9
6
9
968
9
6
7
9
6
69
6
4
9
6
3
9
6
2
9
6
1
9
5
9
9
5
8
9
5
7
9
5
6
954
953
952
951
949
948
947
946
944
942
943
943
944
946 94
7
948949
9
6
3
9
6
1
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
W
(
P
)
W
(
P
)
W (P)
13
14
15
16
18
19
20
21
23
12
11
25
26
27
1
22
2
3
4
5
6
7
8
9
10
6"
F
M
(
P
)
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
RDRD
RD
RD
CONC
.
942
942.5
942.5
942.6
942.
5
942.4
942.4
942.4
RD
RD
BE
RD
942
942.5
942.6
BE
RD
RD
RD
B
E
RD
RD
942
942.6
942.6
942.5
942.4
942.7
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
F
O
L
F
O
L
FOL
FO
L
FOL
FOL
FOL
UGC
UG
C
UGC
UGC
U
G
C
UGC
UGC
UGC
U
G
C
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 2
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 3
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 4
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 5
FFE = 943.0 = ARCH 100'-0"
PROPOSED BUILDING ADDITION 6
ST-108
ST-109
ST-110
ST-111
ST-112
ST-113
ST-114
ST-115
ST-116
ST-117
ST-118
ST-131
ST-132
ST-133
ST-134
ST-135
ST-136
43.0
43.0
43.0
43.0
43.0
43.0
43.0
33.0
43.0
43.0
42.9
42.9
42.9
42.9
42.9
42.9
42.9
42.9
43.0
42.9
42.9
42.7
42.5
42.1
42.7
41.4
41.6
41.7
42.6
42.6
42.441.9
41.9
42.6
42.5
42.9
42.4 ME
42.3 ME
42.3 ME
42.4 ME
42.4 ME
42.3
42.5
42.5
41.5
42.8
43.1
46.7
47.8 ME
45.0 ME
35.0 ME
32.3 ME
32.5 ME
32.7 ME
34.2 ME
33.5 ME
30.2 ME
30.2 ME
30.1 ME
30.3 ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
38.2 ME
32.3
41.9 ME
42.5
41.7 ME
42.0 ME
42.6 ME
42.5 ME
42.5 ME
42.5
42.8 ME
42.7 ME
42.942.4 ME
42.5
42.4
42.5
42.9
42.9 ME
42.8
42.9 ME
42.8 ME
42.4 ME
42.6 ME
42.0
41.6
41.1
41.941.9
41.9
41.7
41.4
40.942.143.5 ME
43.0 ME
42.6 ME
42.4 ME
42.3 ME
41.7 ME
42.2 ME
42.4 ME
42.4 ME
42.6 ME
42.4 ME
42.2 ME
42.4 ME
42.5 ME 42.2 ME
42.8 ME
45.5 ME
48.0 ME
47.9 ME
46.7 ME
46.0 ME44.5 ME
41.3
41.6 42.0
42.342.0
41.85
42.15
42.15
41.94
41.6
42.3
42.2
42.5
42.3
42.0
42.2
42.4
41.7
42.8 ME
41.9
42.0
41.4
94
2
943
944
945
946 947
931
942
942
942
942
941
94
0
935
I
>
>
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>>
>>
D
MH 103
RIM: 954.4
INV: 948.00 12" S
INV: 935.00 15" NE
48" DIA R-1642
CB 4
RIM: 951.9
INV: 948.20 12" SE
INV: 948.20 12" N
48" DIA R-2501-C
CB 7
RIM: 951.8
INV: 948.30 12" NW
48" DIA R-2501-C
CB 5
RIM: 939.0
INV: 935.50 12" E
INV: 935.43 6" SE
INV: 934.50 18" N
INV: 933.74 15" SW (EX. FIELD VERIFY)
48" DIA R-2501-C
CONSTRUCT OVER EX. PIPE.
PROVIDE FLEXIBLE JOINT CONNECTION.
FIELD VERIFY EX. INVERTS.
CB 2
RIM: 935.7
INV: 931.00 24" SW
INV: 929.40 24" NE
48" DIA R-2501-C
MH 101
RIM: 931.1
INV: 928.40 24" SW
INV: 927.60 12" SE
INV: 926.40 24" N
48" DIA R-1642
FES 2
24" INV: 926.10
EX. CB 1
RIM: 935.3
INV: 929.00 16" W
INV: 926.10 42" N
INV: 926.5 36" S (EX. FIELD VERIFY)
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
ADJUST TO FINISH GRADE.
1
3
5
'
-
1
8
"
S
C
H
4
0
P
V
C
@
1
.
2
6
%
86'
-
2
4
"
R
C
P
@
1
.
7
4
%
60'
-
2
4
"
R
C
P
@
1
.
6
6
%
5' - 12" RCP @ 2.21%
37' - 12" RCP @ 0.54%
73' - 15" RCP CLASS V@ 2.06%
20
'
-
2
4
"
RC
P
@
1.
4
6
%
INV: 932.00
MECH:
XXXX
6' - 12" SCH 40 PVC @ 3.64%
MH 109
RIM: 936.1
INV: 931.80 12" W
INV: 932.48 6" NW
INV: 930.00 16" E
INV: 928.50 (EX. FIELD VERIFY)
48" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
>>
50' - 12" RCP @ 0.60%
CB 1
RIM: 932.1
INV: 928.00 12" SW
18" DIA PVC, H-20 GRATE
D
UGS 1
STONE INV: 922.25
WQV ELEVATION: 926.70
HWL: 928.60
CHAMBER + STONE STORAGE: 11,053 CF
923.05 42" W / E (EX. FIELD VERIFY)
72" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
>>>>
CB 29
RIM: 929.6
INV: 924.15 24" E
INV: 925.00 15" S
INV: 924.15 24" W
60" DIA R-2501-C
68' - 24" RCP @ 0.22%
EX. CB 3
RIM: 927.7
INV: 924.00 24" E
INV: 923.9 24" W (EX. FIELD VERIFY)
CONNECT PIPE TO EX. STRUCTURE.
PROVIDE FLEXIBLE JOINT CONNECTION.
FIELD VERIFY EX. INVERTS.
ADJUST CASTING TO FINISH GRADE.
CB 3
RIM: 938.5
INV: 933.50 15" SW
INV: 932.80 18" S
INV: 936.00 6" E
INV: 935.49 6" S
INV: 932.50 24" NE
48" DIA R-2501-C
MH 108
RIM: 935.1
INV: 927.40 24" SE
INV: 931.00 12" E
INV: 929.50 6" NE
INV: 927.40 27" N
60" DIA R-1642
>>
43
'
-
3
6
"
R
C
P
@
0.
7
0
%
D
>>
>>
D
>>
CB 31A
RIM: 929.1
INV: 925.40 12" E
18" DIA PVC, H-20 GRATE
39' - 1
2
"
R
C
P
@
1.03%
MH 119
RIM: 929.5
INV: 925.00 12" W
INV: 923.1 21" NE/SW (2) (EX. FIELD VERIFY)
48" DIA R-1642
PLACE CASTING OUTSIDE OF PAVEMENT LIMITS
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
CB 28
RIM: 930.0
INV: 926.50 12" W
18" DIA PVC, H-20 GRATE
30' - 12" SCH 40 PVC @ 1.65%
EX. MH 2
RIM: 930.9
INV: 926.00 12" E
INV: 924.7 15" SW (EX. FIELD VERIFY)
INV: 924.6 15" NE (EX. FIELD VERIFY)
CORE DRILL EX. STRUCTURE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
ADJUST CASTING TO FINISH GRADE.
CB 30A
RIM: 942.1
INV: 937.00 12" W
18" DIA PVC, H-20 GRATE
50' -
1
2
"
R
C
P
@
2
.
9
8
%
>>
>>
>>>>
>>
>>
>>
>>
>
>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
CB 32
RIM: 941.9
INV: 937.79 18" SW
INV: 938.50 18" E
18" DIA PVC, H-20 GRATE
38' - 18" PVC @ 1.33%
CB 34A
RIM: 941.4
INV: 938.00 18" N
INV: 938.00 18" W
18" DIA PVC, H-20 GRATE
21' - 18" PVC @ 2.38%
CB 33A
RIM: 941.9
INV: 937.40 18" E
INV: 938.50 18" S
18" DIA PVC, H-20 GRATE
>>
CB 35
RIM: 941.1
INV: 937.20 12" SW
INV: 937.08 12" NE
18" DIA PVC, H-20 GRATE
36' - 12" SCH 40 PVC @ 1.12%BD 3A
INV: 937.60
MECH: XX'XX"
XXXX SF
>>
>>
CB 36
RIM: 941.7
INV: 938.20 12" NE
18" DIA PVC, H-20 GRATE
29' - 12" PVC @ 0.68%
CB 37
RIM: 941.6
INV: 938.00 12" SW
INV: 938.45 12" SE
INV: 938.00 12" NE
18" DIA PVC, H-20 GRATE
35' - 12" PVC @ 0.57%
CB 38
RIM: 941.4
INV: 937.80 12" SW
INV: 937.80 12" E
18" DIA PVC, H-20 GRATE
33' - 12" SCH 40 PVC @ 0.30%
BD 4
INV: 937.70
MECH: XX'XX"
FLOWING INTO BUILDING
5'
D
D
2
2
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN TO
OUTSIDE OF
STRUCTURE.
3
CONNECT TO EX. 6" WM.
6" GV
45° BEND
6"x12"x6" TEE - FIELD
VERIFY WM SIZE
CONNECT TO EX. 6" WM.
FIELD VERIFY.
CONNECT TO EX. 6" WM
AND PROVIDE G.V.
FIELD VERIFY
UGS CB 2
RIM: 931.9
INV: 923.00 24" W
INV: 923.00 24" N
48" DIA R-2501-C
4" INSPECTION
PORT
2
15
C5.01
8
C5.03INV:937.00
8
C5.03INV:937.00
8
C5.03 INV:931.80
1
15
C5.01
20
C5.03
6" WM
6" WM
12" WM
10' MIN TO
OUTSIDE OF
STRUCTURE.
23' - 12" PVC @ 0.43%
CB 30
RIM: 931.7
INV: 927.90 12" NE
INV: 927.90 12" NW
48" DIA R-2501-C
5'
BD 2B
INV: 937.26
MECH: XX'XX"
FLOWING INTO BUILDING
29' - 18" SCH 40 PVC @ 0.49%
REFER TO
MECHANICAL PLANS
FOR TREATMENT.
15
C5.01
I
I
I
I
I
I
45° BEND
45° BEND
10' MIN.
18
C5.036
C5.03
5
C5.03
4
C5.03
>>
>>
>>
CB 34
RIM: 941.1
INV: 938.60 12" N
INV: 938.40 12" SW/NE (2) (EX. FIELD VERIFY)
48" DIA R-2501-C
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
10
1
'
-
1
2
"
R
C
P
@
0
.
5
9
%
CB 33
RIM: 941.0
INV: 939.20 12" S
48" DIA R-2501-C
5'
>>44' -
1
2
"
S
C
H
4
0
P
V
C
@
0.50%
BD 3B
INV: 936.85
MECH: XX'XX"
FLOWING INTO BUILDING
>>5'
30' -
1
8
"
S
C
H
40 P
V
C
@
3.07
%
BD 2A
INV: 938.71
MECH: XX'XX"
XXXX SF
5'
RIM: 931.2
INV: 925.80 15" N
48" DIA R-3067-V
45° BEND
10' MIN TO
OUTSIDE OF
STRUCTURE.
1
FIELD VERIFY AND
PROTECT
UNDERGROUND
GENERATOR UTILITIES
6' - 12" RCP @ 3.00%
CB 37A
RIM: 942.0
INV: 938.64 12" NW
18" DIA PVC, H-20 GRATE
2
INV: 927.05 36" N/S (2) (EX. FIELD VERIFY)
CONSTRUCT OVER EX. PIPE.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
FIELD VERIFY EX. INVERTS.
EX. BASIN WQV: 925.40
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C4.01
UTILITY PLAN
WEST
955
1
2
3
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION:
ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE (DT)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
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 WEST, 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 SANITARY SEWER PIPE SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS.
4.ALL SANITARY SEWER FORCEMAIN PIPE SHALL BE HDPE PE4710 MEETING OR EXCEEDING ASTM F714. ALL SANITARY SEWER FORCEMAIN SHALL HAVE MINIMUM 7'-6" BURY (TOP OF PIPE TO FINISH
GRADE).
5.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.
6.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS.
7.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.ALL PVC STORM SEWER STRUCTURES (MANHOLES AND CATCH BASINS) SHALL HAVE A CONCRETE COLLAR INSTALLED PER THE SPECIFICATIONS UNLESS IT IS WITHIN PAVEMENT LIMITS OR NOTED
OTHERWISE.
12.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION.
13.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.
14.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.
15.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
20
C5.01
21
C5.01
21
C5.01
15
C5.01
3
C5.03
10
C5.03
4
C5.03
5
C5.03
6
C5.03
17
C5.03
16
C5.03
9
C5.03
1
C5.03
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 54 of 113
12" PVC
S
T
S
TOP=
INV=
CB
936.9
933.1 TOP=
INV=
SMH
935.5
929.3NW,E
INV=929.2SW
TOP=
INV=
SMH
935.5
929.1E
INV=929.0S,NW
TOP=
INV=
CB
934.7
931.7NW
INV=930.0SE
15
"
P
V
C
S
T
S
12
"
P
V
C
S
T
S
9
3
6
937
938
939
941
936
U
G
E
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
7 FOOT CHAIN
LINK FENCE
BITUMIN
O
U
S
6
"
W
(
P
)
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
ST S
12"RCP ST S
2
4
"
R
C
P
S
T
S
2
4
"
R
C
P
S
T
S
24"RCP S
T
S
8"
V
C
P
S
T
S
8
"
P
V
C
S
T
S
21"RCP ST S
3"W(P)
8
"
W
(
P
)
8"W(P)
1
2
"
W
(
P
)
6"W
W
W
W
TOP=
INV=
SMH
935.4
928.6 N
INV=928.4 S
INV=932.1 NW
INV=929.0 E
TOP=
INV=
CB
943.4
938.8
TOP=
INV=
CB
932.9
930.4 S
INV=930.2 N
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
08.014.427.63
7
.
725.21
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.3
L=5.1
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
CB
939.4
935.0N
INV=934.8S
TOP=
INV=
CB
938.3
934.5N
INV=934.1SW
TOP=
INV=
CB
937.4
934.1
TOP=
INV=
CB
937.2
933.7SW
INV=933.4SE10" PVC ST S
10
"
P
V
C
S
T
S
6" PVCST S
1
5
"
R
C
P
S
T
S
TOP=
INV=
CB
937.3
933.4NE
INV=932.8SW
TOP=
INV=
CB
937.2
932.6NE
INV=932.0NW
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
TOP=
INV=
CB
939.3
933.9SE
INV=929.5SW
INV=928.4NE
36
"
R
C
P
ST
S
36
"
R
C
P
ST
S
18" RCPST S
12" PVCST S
TOP=
INV=
CB
939.4
935.2SW
INV=934.2E
INV=933.5NW
2
7
"
R
C
P
S
T
S
21" RCP
S
T
S
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
18" PVC ST S
TOP=
INV=
CB
934.6
930.7
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
934.4
929.9
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
21"RCP ST S
12" PVC ST S
TOP=
INV=
CB
934.8
929.5ALL
TOP=
INV=
SMH
935.5
929.4ALL
15" PV
C
S
T
S
12
"
P
V
C
S
T
S
1
5
"
P
V
C
S
T
S
TOP=
INV=
SMH
935.5
929.2ALL
1
5
"
P
V
C
S
T
S
TOP=
INV=
CB
939.7
936.0
TOP=
INV=
CB
939.6
936.1
TOP=
INV=
CB
939.7
935.8N
INV=935.4E
INV=934.5SW
TOP=
INV=
CB
939.7
936.1E
INV=935.7W
15" PVC ST S
12" PVC ST S12
"
R
C
P
ST
S
TOP=
INV=
CB
939.1
933.1SE,NW
CB(BURIED)
TOP=935.4
SUMP=932.1
NO PIPES VISIBLE
SMH
TOP=937.1
INV=927.3 N,SW
INV=930.9 E
TOP=
INV=
CB
934.3
930.3W
INV=926.5S
INV=926.1N
36
"
P
V
C
S
T
S
B I T U M
I
N
O
U
S
B I T U
M
I
N
O
U
S
941 942
943 944 945 9
4
6
950
945
935
934935936937
934
935
935936
937938939
940
941
945
942 943 944940
9
3
9
938
939
94
0
941
941
940
938
9399379
3
5
934
933
932
930
935
929
926
927
928
938
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONCCONC
CONC
CONCRE
T
E
CONCRE
T
E
U
G
E
UGE
UGE
UGE UGE UGE UGE
U
G
E
U
G
E
U
G
E
UG
E
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
TOP=
INV=
CB
938.6
932.8SE
INV=927.9SW
INV=927.7NE
2
7
"
R
C
P
S
T
S
OHE
SHED
B I T U
M
I
N
O
U
S
OHU
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
10" PVC ST S
10" PVC ST S
CONC
CONC
CONC
CONCRETE
CONCRETE
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
36
"
P
V
C
S
T
S
42" RCP ST S(P)
12"W(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
19
20
21
23
24
25
26
27
22
BE
RD
RD
B
E
RD
942
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
FOL
FOL FOLFOL
FOL FOL
UGC
UGC
U
G
C
I
N
P
L
A
C
E
-
E
X
T
E
N
T
U
N
K
N
O
W
N
FOL
FFE = 936.0 = ARCH 93'-0"
MAIN LEVEL FFE = 936.6 = ARCH 93'-7.2"
LOWER LEVEL FFE = = ARCH
PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING
ST-101
ST-102
ST-103
ST-104ST-105ST-106
ST-107
ST-119
ST-120
ST-124
ST-125 ST-126
ST-136
43.0
43.0
36.6
36.0
36.0
36.0
36.0
36.0
36.0
36.036.0
36.0
36.036.0
36.0
42.9
35.9
35.9
35.9
35.9 35.9
35.9
35.9
35.9
35.9
35.9
35.9
35.8
35.7
35.4 TC
35.1
36.1
34.7
35.9
36.5
34.4 34.7
34.0
34.3
ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
32.8 ME
33.0 ME
33.4 ME
38.2 ME
36.4
36.3
38.2 ME
35.5 35.5
35.5
35.8
35.5
35.8
35.6
35.5 35.5 35.5 35.5
35.5
35.5 35.5 35.8
35.8 35.5 35.5
35.5
36.0
35.5
35.5
35.535.535.535.535.535.5
35.5
35.8
35.835.535.5
35.5 35.5
35.5
35.5
42.5
42.4
42.5
42.9
42.9 ME
42.8
ME
42.6 ME
34.1
93
6
93
6
93
5
9
3
5
935
935
9
3
5
9
3
5
93
5
935
935
93
5
93
4
93
3
93
2
931
932
933
934
935
93
6
935 935
935
934
934
935935
935
936
937
938
939
940
940
940
941
942
I
I
I
I
I
I
4" DOMESTIC
I
I
I
I
I
D
>
>
>
>
D
>>
>>
>>
>>
D
>
>
>
>
>
>
>
>
>
>
>
>
D
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>
>
>
>
>
>
>
>>
D
>>
6" FIRE
BD 7B
INV: 931.00
MECH: XX'XX"
XXXX SF
BD 7A
INV: 931.00
MECH: XX'XX"
60,113 SF
CB 12
RIM: 935.1
INV: 929.80 6" W
INV: 929.80 6" E
INV: 929.30 12" SE
48" DIA R-2501-C
MH 120
RIM: 934.1
INV: 927.00 27" S
INV: 927.50 24" E
INV: 930.58 6" SE
INV: 927.00 27" NW
60" DIA R-1642
CB 8
RIM: 934.3
INV: 927.00 27" E
INV: 927.00 27" W
48" DIA R-2501-C
MH 106
RIM: 935.1
INV: 930.60 16" S
INV: 930.50 24" W
48" DIA R-1642
CB 11
RIM: 933.5
INV: 928.60 18" NE
INV: 928.60 18" S
INV: 928.60 21" W
INV: 929.50 6" SD (3)
60" DIA R-3067-V
CB 9
RIM: 934.0
INV: 927.70 21" E
INV: 928.00 12" S
INV: 929.50 6" E
INV: 927.60 24" NW
INV: 929.90 6" SD (2)
60" DIA R-3067-V
CB 10
RIM: 933.7
INV: 930.70 6" E
INV: 929.00 12" N
INV: 929.50 6" SD (3)
48" DIA C-3508-C
CB 15
RIM: 934.0
INV: 931.00 16" SE
INV: 931.00 18" W
48" DIA R-2501-C
EX. MH 1
RIM: 934.1
INV: 928.00 27" N
INV: 928.3 8" S (EX. FIELD VERIFY)
INV: 928.5 21" E (EX. FIELD VERIFY)
BRICK AND GROUT WEST OPENING SHUT
WITH A SMOOTH INTERIOR.
CONNECT PIPE TO EX. STRUCTURE.
PROVIDE FLEXIBLE JOINT CONNECTION.
FIELD VERIFY EX. INVERTS.
ADJUST CASTING TO FINISH GRADE.
INSTALL R-2501-C CASTING.
EX. CB 1
RIM: 935.3
INV: 929.00 16" W
INV: 926.10 42" N
INV: 926.5 36" S (EX. FIELD VERIFY)
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
ADJUST TO FINISH GRADE.
FES 1
27" INV: 926.70
7
7
'
-
2
7
"
R
C
P
@
0
.
3
9
%
58' -
1
2
"
R
C
P
@
0
.
5
2
%
60' - 21" RCP @ 0.50%
75
'
-
2
4
"
R
C
P
@
0
.
2
7
%
18
1
'
-
2
7
"
R
C
P
@
0
.
2
2
%
1
6
1
'
-
2
7
"
R
C
P
@
0
.
1
9
%
42' - 12" RCP @ 0.48%
185' - 18" SCH 40 PVC @ 0.81%
1
1
0
'
-
1
2
"
R
C
P
@
0
.
9
1
%
54' - 27" RCP @ 0.37%
32
'
-
1
6
"
S
C
H
40
P
V
C
@
1
.
2
4
%
9' - 12" SCH 40 PVC @ 2.23%
>>D
BD 1
INV: 932.00
MECH: XX'XX"
XXXX SF
6' - 12" SCH 40 PVC @ 3.64%
37' - 16"
SCH 40 PVC @ 2.73%
MH 109
RIM: 936.1
INV: 931.80 12" W
INV: 932.48 6" NW
INV: 930.00 16" E
INV: 928.50 (EX. FIELD VERIFY)
48" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
>
>
>
>
7
0
'
-
1
5
"
R
C
P
@
3
.
4
1
%
7.5' PARKING LANE INP
12' THRU LANE INP
12' THRU LANE INP
7.5' PARKING LANE INP
>>
>>
>>
10
7
'
-
1
8
"
R
C
P
@
0
.
8
4
%
CB 14
RIM: 933.5
INV: 929.50 18" E
INV: 930.70 6" SW
INV: 929.50 18" N
INV: 929.70 6" SD (3)
48" DIA C-3508-C
>>>>>>
>>
>>
>>
>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>
>
>
>
>>
>>
>>
>>
>>>>
>>
>>
>>>>
>
>
>
>
>>>>>>
>>
>>
D
UGS 1
STONE INV: 922.25
WQV ELEVATION: 926.70
HWL: 928.60
CHAMBER + STONE STORAGE: 11,053 CF
MH 102
RIM: 934.4
INV: 923.60 36" N
923.05 42" W / E (EX. FIELD VERIFY)
72" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
OCS 1
RIM: 929.0
INV: 923.00 36" NE
INV: 923.90 36" S
REFER TO DETAIL
FES 7
15" INV: 923.00
25' - 15" RCP @ 0.00%
INV: 923.00 24" E
INV: 923.00 24" S
48" DIA R-2501-C
D
D
>
>
>
>
>>>>
D
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>
>
>
>
>
>
>
>
>>
>>
CB 27
RIM: 934.4
INV: 929.60 12" SE
INV: 930.00 12" N
INV: 929.60 12" W
18" DIA PVC, H-20 GRATE
65' - 1
2
"
P
V
C
@
0
.
6
1
%
5' - 12" RCP @ 0.99%
CB 16
RIM: 943.7
INV: 939.50 12" E
INV: 939.50 15" N
48" DIA R-3067-V
53' - 15" RCP @ 0.95%
>>>>
106
'
-
1
8
"
S
C
H
4
0
P
V
C
@
0
.
4
7
%
7
9
'
-
4
2
"
R
C
P
@
1
.
0
1
%
CB 60
RIM: 932.9
INV: 925.30 42" S
INV: 925.30 42" N
72" DIA R-3067-V
1
6
5
'
-
4
2
"
R
C
P
@
1
.
0
3
%
MH 104
RIM: 932.7
INV: 923.60 42" S
INV: 923.80 27" E
INV: 924.22 24" W
INV: 923.60 42" NW (EX. FIELD VERIFY)
96" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
37' - 24" RCP @
0.19%
CB 29
RIM: 929.6
INV: 924.15 24" E
INV: 925.00 15" S
INV: 924.15 24" W
60" DIA R-2501-C
68' - 24" RCP @ 0.22%
EX. CB 3
RIM: 927.7
INV: 924.00 24" E
INV: 923.9 24" W (EX. FIELD VERIFY)
CONNECT PIPE TO EX. STRUCTURE.
PROVIDE FLEXIBLE JOINT CONNECTION.
FIELD VERIFY EX. INVERTS.
ADJUST CASTING TO FINISH GRADE.
71' - 27" RCP @ 0.28%
CB 26
RIM: 933.0
INV: 927.70 27" S
INV: 927.70 27" W
INV: 929.3 12" N (EX. FIELD VERIFY)
48" DIA R-2501-C
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
FDC
CB 13
RIM: 943.8
INV: 939.60 15" SE
INV: 939.55 12" W
48" DIA R-3067-V
MH 112
RIM: 943.3
INV: 939.00 15" S
INV: 932.00 16" NW
48" DIA R-1642
71' - 16" SCH 40 PVC @ 1.40%
GRAVITY
25' - 36" RCP @ 0.00%
FES 8
36" INV: 923.00
MH 108
RIM: 935.1
INV: 927.40 24" SE
INV: 931.00 12" E
INV: 929.50 6" NE
INV: 927.40 27" N
60" DIA R-1642
>>
43
'
-
3
6
"
R
C
P
@
0.
7
0
%
10' TO OUTSIDE
OF STRUCTURE.
5'
5'
D
>>
CB 31A
RIM: 929.1
INV: 925.40 12" E
18" DIA PVC, H-20 GRATE
39' - 1
2
"
R
C
P
@
1.03%
MH 119
RIM: 929.5
INV: 925.00 12" W
INV: 923.1 21" NE/SW (2) (EX. FIELD VERIFY)
48" DIA R-1642
PLACE CASTING OUTSIDE OF PAVEMENT LIMITS
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
>>
38' - 18" PVC @ 1.33%
CB 34A
RIM: 941.4
INV: 938.00 18" N
INV: 938.00 18" W
18" DIA PVC, H-20 GRATE
21' - 18" PVC @ 2.38%
CB 33A
RIM: 941.9
INV: 937.40 18" E
INV: 938.50 18" S
18" DIA PVC, H-20 GRATE
>
>
>
>
>
>
>
>
5'
D
D
D
D
D
D
D
DD
10' MIN TO
OUTSIDE OF
STRUCTURE.
1
2
2
2
2
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN.
HYD 1.
6" GV
6" TEE
WET TAP EX. WM
12"x6"x12" TEE
12"x4"x12" TEE
1
HYD 2.
6" GV
12"x6"x12" TEE
CONNECT TO EX. 6" WM.
6" GV
45° BEND
12"x6"x12" TEE
45° BEND
1
HYD 3.
6" GV
12"x6"x12" TEE
45° BEND
6"x12"x6" TEE - FIELD
VERIFY WM SIZE
UGS CB 2
RIM: 931.9
INV: 923.00 24" W
INV: 923.00 24" N
48" DIA R-2501-C
4" INSPECTION
PORT
4" INSPECTION
PORT
8
C5.03 INV:931.80
8
C5.03
INV:930.00
8
C5.03
INV:930.00
8
C5.03INV:930.00
8
C5.03INV:930.00
8
C5.03 INV:930.00
8
C5.03 INV:932.00
8
C5.03 INV:930.00
8
C5.03 INV:930.00
15
C5.01
15
C5.01
MH 111
RIM: 934.9
INV: 931.30 6" E
INV: 930.80 12" N
INV: 930.80 12" SW
48" DIA R-1642
MH 110
RIM: 935.4
INV: 930.50 12" NE
INV: 929.10 12" NW
INV: 929.20 12" E
INV: 929.10 18" SW
48" DIA R-1642
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.03TYP.
15
C5.03 TYP.
1
15
C5.01
1
C5.04
20
C5.03
6
C5.03
4
C5.03
>>
>>D
>>
>
>
>
>
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>D
CB 42
RIM: 934.5
INV: 927.30 27" E
INV: 929.21 6" S
INV: 931.00 12" N
INV: 927.30 27" W
48" DIA R-2501-C
CB 41
RIM: 934.0
INV: 927.50 27" E
INV: 927.50 27" W
48" DIA R-2501-C
64' - 27" RCP
@
0
.
3
1
%
78' - 27" RCP @ 0.38%
CB 43
RIM: 934.4
INV: 926.80 27" E
INV: 929.21 6" S
INV: 931.20 12" NE
INV: 925.00 27" W
48" DIA R-2501-C
85' - 27" RCP @ 0.53%
CB 44
RIM: 934.4
INV: 931.30 12" W
18" DIA PVC, H-20 GRATE
42' - 12" PVC @ 0.48%
6
8
'
-
1
2
"
P
V
C
@
0
.
5
9
%
CB 40
RIM: 934.6
INV: 930.00 12" NW
48" DIA R-2501-C
2
2
CB 45
RIM: 934.7
INV: 931.50 12" S
18" DIA PVC,
H-20 GRATE
44
'
-
1
2
"
R
C
P
@
3
.
4
0
%
MH 105
RIM: 935.3
INV: 928.30 21" E
INV: 930.00 12" N
INV: 928.30 21" W
48" DIA R-1642
37' - 21" RCP @
0.54%
12" WM
12" WM
22.5° BEND
6" WM
5'
10' MIN TO
OUTSIDE OF
STRUCTURE.
CB 39
RIM: 934.0
INV: 930.50 12" S
48" DIA R-2501-C
30' - 12" PVC @ 1.69%
MH 107
RIM: 956.6
INV: 945.45 12" E
INV: 945.45 12" W
48" DIA Standard
13
C5.03
FIELD VERIFY EX. WATERMAIN.
INSTALL PROPOSED FORCEMAIN
UNDER EXISTING WATERMAIN
AND PROVIDE A MINIMUM OF 18"
OF VERTICAL SEPARATION.
5'
BD 2B
INV: 937.26
MECH: XX'XX"
FLOWING INTO BUILDING
29' - 18" SCH 40 PVC @ 0.49%
10' MIN TO
OUTSIDE OF
STRUCTURE.
>>>>>>
88' - 21" RCP @ 0.45%
CB 31
RIM: 935.1
INV: 928.10 21" E
INV: 928.10 21" W
INV: 931.10 6" SD (3)
48" DIA R-3508-C
15' - 12" PVC @ 0.68%
CB 48
RIM: 935.6
INV: 931.10 12" E
INV: 931.10 12" W
18" DIA PVC, H-20 GRATE
FM
FM
FM
FM
FM FM FM FM FM FM FM
F
M
FM
FM
S
13
C5.03
13
C5.03
BS 1
INV: 924.50
MECH: XX'XX"
86 DFUs
LIFT STATION
RIM: 935.4
INV: 924.30 6" N
INV: 924.66 4" S
REFER TO C5.02
8' - 6" SCH 40 PVC @ 2.41%
21
C5.03
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
10' MIN.
11
C5.03INV:931.50
1
4" FORCEMAIN
4" FORCEMAIN
18
C5.03
4
C5.03
6
C5.03
5
C5.03
4
C5.03
>>>>
>>
>
>
>
>
>
>
>>>>>>
>>
D
D
>
>
INV: 936.85
XX'XX"
FLOWING INTO BUILDING
BD 2A
INV: 938.71
MECH: XX'XX"
XXXX SF
CB 54
RIM: 931.2
INV: 925.80 15" N
48" DIA R-3067-V
4
0
'
-
1
5
"
R
C
P
@
2
.
0
1
%
45° BEND
WYE
40' - 24"
R
C
P
@
0.50%
109' - 27" RCP @ 0.69%
CB 51
RIM: 934.0
INV: 924.55 27" E
INV: 924.55 27" W
48" DIA Standard
14' - 12" PVC @ 2.14%
CB 52
RIM: 935.3
INV: 931.50 12" SW
18" DIA PVC, H-20 GRATE
CB 53
RIM: 935.0
INV: 931.50 12" E
18" DIA PVC, H-20 GRATE
23' - 12"
PVC @
1.30%
MH 118
RIM: 934.9
INV: 931.20 12" W
INV: 931.20 12" E
INV: 931.20 12" S
18" DIA PVC, SOLID GRATE
22' - 12"
PVC @
1.39%
CB 58
RIM: 934.9
INV: 931.50 12" W
18" DIA PVC, H-20 GRATE
9' - 12" PVC @ 2.11%
8
C5.03INV:930.00
D
>
>
MH 115
RIM: 935.3
INV: 931.10 12" N
INV: 926.48 12" NE / SW (2) (FIELD VERIFY)
18" DIA PVC, SOLID GRATE
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
49' - 12" PVC @ 0.50%
CB 55
RIM: 935.4
INV: 931.35 12" S
18" DIA PVC, H-20 GRATE
FIELD VERIFY AND
PROTECT
UNDERGROUND
GENERATOR UTILITIES
D
2
>>>>>>>>
>>
>>
ROUTE AROUND
COLUMNS AS
NECESSARY.
>>
35' - 24"
R
C
P
@
1.42%
CB 57
RIM: 935.0
INV: 930.30 24" E
INV: 928.00 24" W
48" DIA R-2501-C
MH 116
RIM: 936.9
INV: 932.80 15" E
INV: 927.05 36" N/S (2) (EX. FIELD VERIFY)
60" DIA Standard
CONSTRUCT OVER EX. PIPE.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
FIELD VERIFY EX. INVERTS.
12' - 15" RCP @ 0.86%
CB 59
RIM: 936.9
INV: 932.90 15" W
48" DIA R-3067-V
10' MIN TO
OUTSIDE OF
STRUCTURE.
955
1
2
3
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED SANITARY SEWER FORCEMAIN
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
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
>>>>
FM
>>>>>>>>>>
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN WEST, FOR UTILITY NOTES.
NOTES
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C4.02
UTILITY PLAN
CENTRAL
>>20
C5.01
22
C5.01
21
C5.01
20
C5.01
21
C5.01
15
C5.01
11
C5.03
15
C5.03
3
C5.03
10
C5.03
4
C5.03
5
C5.03
6
C5.03
17
C5.03
16
C5.03
9
C5.03
1
C5.03
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 55 of 113
UGE
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
TOP=
INV=
CB
935.9
931.7
TOP=
INV=
CB
936.2
931.8N
INV=931.7SW
12" PVC ST S
12" PVC
S
T
S
TOP=
INV=
CB
12
"
P
V
C
S
T
S
926
927
928
929 93
0
926 92792892
9
925
9
2
5
9
2
6
9
2
7
9
3
3
9
2
8
9
2
9
9
3
0
9
3
1
9
3
2
9
3
4
96
0
9
3
6
937
938
936
G R
A
V
E
L
U
G
E
UGEUGEUGE
B I T U M I N O U S
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
CONCRETE
CONCRETE
CON
C
R
E
T
E
B I T U M I N O U S
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
U
S
BRIDGE
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
4
.
0
F
E
E
T
D
E
C
.
4
,
20
2
3
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
6
"
W
(
P
)
3
6
"
R
C
P
S
T
S
21
"
R
C
P
S
T
S
21
"
P
V
C
S
T
S
18"RCP
24"RCP S
T
S
15"RCP
INV=924.4 21"RCP ST S
W
W
TOP=
INV=
SMH
930.2
922.9 N
INV=923.0 S
INV=923.1 SE
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03
.
5
22.0
36.36.46.31
6
.
0
8.014.42
7
.
6
3
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
1
0
4
.
6
1
3
.
0
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
SMH
934.1
925.2SW
INV=925.1NE
TOP=
INV=
SMH
930.2
924.7SW
INV=924.6NE
15
"
R
C
P
ST
S
15
"
R
C
P
ST
S
TOP=
INV=
SMH
934.0
928.4N
INV=928.3S
INV=928.25E
INV=928.2W
TOP=
INV=
CB
932.5
929.3N
INV=929.2S
10" PVC ST S
TO
P
=
IN
V
=
CB
93
4
.
3
93
0
.
4
A
L
L
TOP=
INV=
CB
933.4
929.6NE
INV=929.5SE
INV=928.1E
INV=928.0W
935
934
932
930
935
929
926
927
928
UGE UGE UGE UGE
UGE
UG
E
TNH=932.14
B I T U M I N O U S B I T U M I N O U S
BITUMINOUS
10" PVC ST S
10" PVC ST S
CONCRETE
CONCRETE
CONC
CONC
42" RCP ST S(P)
TOP=
INV=
SMH
936.0
923.8NE
CANNOT ACCESS
ADDITIONAL INVERTS
NO LADDER
W
(
P
)
W
(
P
)
W (P)
18
19
20
21
23
24
22
TOP=
INV=
CB
927.7
923.9(W)
INV=924.0(E)
U
G
C
UGC
UGC
UGC
U
G
C
FFE = 936.0 = ARCH 93'-0"
PROPOSED BUILDING
ST-101
ST-102
ST-103
ST-110
ST-119
ST-120
ST-121
36.0
36.0
36.0
36.036.0
36.0
36.036.0
35.9
35.9
35.9
35.9 35.9
35.9
35.9
ME
32.5 ME
32.7 ME
34.2 ME
33.5 ME
30.2 ME
30.2 ME
30.1 ME
30.3 ME
29.8 ME
31.9 ME
29.6 ME
32.3 ME
32.6 ME
32.8 ME
32.7 ME
32.0 ME
32.8 ME
35.5 35.5 35.8
35.5
36.0
35.5
35.5
35.535.535.535.535.535.5
35.5
35.8
35.835.535.5
35.5 35.5
35.5
32.3
42.6 ME
34.1
9
3
5
9
3
5
93
5
935
935
93
5
93
4
93
3
93
2
931
932
I
I
D
>
>
>
>
>
>
>
>
>
>
>
>
D
>
>
>
>
>
>
>
>
>
>
>>
D
>>
BD 7B
INV: 931.00
MECH: XX'XX"
XXXX SF
BD 7A
INV: 931.00
MECH: XX'XX"
60,113 SF
CB 12
RIM: 935.1
INV: 929.80 6" W
INV: 929.80 6" E
INV: 929.30 12" SE
48" DIA R-2501-C
MH 120
RIM: 934.1
INV: 927.00 27" S
INV: 927.50 24" E
INV: 930.58 6" SE
INV: 927.00 27" NW
60" DIA R-1642
CB 8
RIM: 934.3
INV: 927.00 27" E
INV: 927.00 27" W
48" DIA R-2501-C
MH 106
RIM: 935.1
INV: 930.60 16" S
INV: 930.50 24" W
48" DIA R-1642
EX. MH 1
RIM: 934.1
INV: 928.00 27" N
INV: 928.3 8" S (EX. FIELD VERIFY)
INV: 928.5 21" E (EX. FIELD VERIFY)
BRICK AND GROUT WEST OPENING SHUT
WITH A SMOOTH INTERIOR.
CONNECT PIPE TO EX. STRUCTURE.
PROVIDE FLEXIBLE JOINT CONNECTION.
FIELD VERIFY EX. INVERTS.
ADJUST CASTING TO FINISH GRADE.
INSTALL R-2501-C CASTING.
FES 1
27" INV: 926.70
7
7
'
-
2
7
"
R
C
P
@
0
.
3
9
%
18
1
'
-
2
7
"
R
C
P
@
0
.
2
2
%
1
6
1
'
-
2
7
"
R
C
P
@
0
.
1
9
%
54' - 27" RCP @ 0.37%
32
'
-
1
6
"
S
C
H
40
P
V
C
@
1
.
2
4
%
9' - 12" SCH 40 PVC @ 2.23%
50' - 12" RCP @ 0.60%
CB 1
RIM: 932.1
INV: 928.00 12" SW
18" DIA PVC, H-20 GRATE
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
D
UGS 1
STONE INV: 922.25
WQV ELEVATION: 926.70
HWL: 928.60
CHAMBER + STONE STORAGE: 11,053 CF
MH 102
RIM: 934.4
INV: 923.60 36" N
923.05 42" W / E (EX. FIELD VERIFY)
72" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
OCS 1
RIM: 929.0
INV: 923.00 36" NE
INV: 923.90 36" S
REFER TO DETAIL
FES 7
15" INV: 923.00
25' - 15" RCP @ 0.00%
UGS CB 1
RIM: 930.0
INV: 923.00 15" W
INV: 922.99 24" N
INV: 923.00 24" E
INV: 923.00 24" S
48" DIA R-2501-C
32'
-
3
6
"
R
C
P
@
0
.
0
0
%
FES 4
36" INV: 923.00
FES 5
36" INV: 920.00
D >>>>>>
>
>
>
>
>
>
>
>
>
>
>>>>
CB 60
RIM: 932.9
INV: 925.30 42" S
INV: 925.30 42" N
72" DIA R-3067-V
1
6
5
'
-
4
2
"
R
C
P
@
1
.
0
3
%
MH 104
RIM: 932.7
INV: 923.60 42" S
INV: 923.80 27" E
INV: 924.22 24" W
INV: 923.60 42" NW (EX. FIELD VERIFY)
96" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
37' - 24" RCP @
0.19%
CB 29
RIM: 929.6
INV: 924.15 24" E
INV: 925.00 15" S
INV: 924.15 24" W
60" DIA R-2501-C
68' - 24" RCP @ 0.22%
EX. CB 3
RIM: 927.7
INV: 924.00 24" E
INV: 923.9 24" W (EX. FIELD VERIFY)
CONNECT PIPE TO EX. STRUCTURE.
PROVIDE FLEXIBLE JOINT CONNECTION.
FIELD VERIFY EX. INVERTS.
ADJUST CASTING TO FINISH GRADE.
71' - 27" RCP @ 0.28%
CB 26
RIM: 933.0
INV: 927.70 27" S
INV: 927.70 27" W
INV: 929.3 12" N (EX. FIELD VERIFY)
48" DIA R-2501-C
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
25' - 36" RCP @ 0.00%
FES 8
36" INV: 923.00
MH 108
RIM: 935.1
INV: 927.40 24" SE
INV: 931.00 12" E
INV: 929.50 6" NE
>>
36' - 36" RCP @
0.58%
>>
43
'
-
3
6
"
R
C
P
@
0.
7
0
%
POND 7P
BOTTOM ELEVATION: 916.00
BOTTOM AREA: 922 SF
EOF: 930.00
HWL: 929.84
NWL: 926.00
INFILTRATION BASIN 8P
BOTTOM ELEVATION: 923.00
BOTTOM AREA: 2,610 SF
EOF: 930.80
HWL: 928.60
WQV ELEVATION: 926.70
5'
D
>>
D
>>
CB 31A
RIM: 929.1
INV: 925.40 12" E
18" DIA PVC, H-20 GRATE
39' -
1
2
"
R
C
P
@
1.03%
MH 119
RIM: 929.5
INV: 925.00 12" W
INV: 923.1 21" NE/SW (2) (EX. FIELD VERIFY)
48" DIA R-1642
PLACE CASTING OUTSIDE OF PAVEMENT LIMITS
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
CB 28
RIM: 930.0
INV: 926.50 12" W
18" DIA PVC, H-20 GRATE
30' - 12" SCH 40 PVC @ 1.65%
EX. MH 2
RIM: 930.9
INV: 926.00 12" E
INV: 924.7 15" SW (EX. FIELD VERIFY)
INV: 924.6 15" NE (EX. FIELD VERIFY)
CORE DRILL EX. STRUCTURE.
FIELD VERIFY EX. INVERTS.
PROVIDE FLEXIBLE JOINT CONNECTIONS.
ADJUST CASTING TO FINISH GRADE.
CB 33A
RIM: 941.9
INV: 937.40 18" E
INV: 938.50 18" S
18" DIA PVC, H-20 GRATE
5'
D
D
D
D
2
10' MIN TO
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN TO
OUTSIDE OF
STRUCTURE.
10' MIN TO
OUTSIDE OF
STRUCTURE.
HYD 3.
6" GV
12"x6"x12" TEE
45° BEND
6"x12"x6" TEE - FIELD
VERIFY WM SIZE
UGS CB 2
RIM: 931.9
INV: 923.00 24" W
INV: 923.00 24" N
48" DIA R-2501-C
4" INSPECTION
PORT
4" INSPECTION
PORT
OCS 2
RIM: 929.0
INV: 920.00 36" SE
INV: 923.21 36" W
REFER TO DETAIL
ADJUST CASTING
TO FINISH GRADE
ADJUST CASTING
TO FINISH GRADE
>>>>>>>>>>>>
DAYLIGHT - INV: 950.40
LAST 20' OF PIPE SHALL BE
DUCTILE IRON. PROVIDE
RAT GUARD.
8
C5.03INV:930.00
8
C5.03INV:930.00
8
C5.03 INV:930.00
8
C5.03 INV:932.00
8
C5.03 INV:930.00
15
C5.01
15
C5.01
15
C5.01
15
C5.01
15
C5.01
1
C5.04
2
C5.04
20
C5.03
6
C5.03
4
C5.03
6
C5.03
5
C5.03
8
C5.01
7
C5.01
18
C5.01
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>D
CB 42
RIM: 934.5
INV: 927.30 27" E
INV: 929.21 6" S
INV: 931.00 12" N
INV: 927.30 27" W
48" DIA R-2501-C
CB 41
RIM: 934.0
INV: 927.50 27" E
INV: 927.50 27" W
48" DIA R-2501-C
64' - 27" RCP
@
0
.
3
1
%
78' - 27" RCP @ 0.38%
CB 43
RIM: 934.4
INV: 926.80 27" E
INV: 929.21 6" S
INV: 931.20 12" NE
INV: 925.00 27" W
48" DIA R-2501-C
85' - 27" RCP @ 0.53%
2
2
12" WM
10' MIN TO
OUTSIDE OF
STRUCTURE.
23' - 12" PVC @ 0.43%
RIM: 931.7
INV: 927.90 12" NE
INV: 927.90 12" NW
48" DIA R-2501-C
29' - 18" SCH 40 PVC @ 0.49%
10' MIN TO
OUTSIDE OF
STRUCTURE.
BS 1
INV: 924.50
18
C5.03
4
C5.03
4
C5.03
6
C5.03
4
C5.03
6
C5.03
5
C5.03
4
C5.03
>>>>
>>
>
>
>
>
>
>
>>>>>>
>>
D
>
>
CB 54
RIM: 931.2
INV: 925.80 15" N
48" DIA R-3067-V
4
0
'
-
1
5
"
R
C
P
@
2
.
0
1
%
45° BEND
WYE
40' - 24"
R
C
P
@
0.50%
109' - 27" RCP @ 0.69%
CB 51
RIM: 934.0
INV: 924.55 27" E
INV: 924.55 27" W
48" DIA Standard
14' - 12" PVC @ 2.14%
CB 52
RIM: 935.3
INV: 931.50 12" SW
18" DIA PVC, H-20 GRATE
CB 53
RIM: 935.0
INV: 931.50 12" E
18" DIA PVC, H-20 GRATE
23' - 12"
PVC @
1.30%
MH 118
RIM: 934.9
INV: 931.20 12" W
INV: 931.20 12" E
INV: 931.20 12" S
18" DIA PVC, SOLID GRATE
22' - 12"
PVC @
1.39%
CB 58
RIM: 934.9
INV: 931.50 12" W
18" DIA PVC, H-20 GRATE
9' - 12" PVC @ 2.11%
8
C5.03INV:930.00
D
>
>
MH 115
RIM: 935.3
INV: 931.10 12" N
INV: 926.48 12" NE / SW (2) (FIELD VERIFY)
18" DIA PVC, SOLID GRATE
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
49' - 12" PVC @ 0.50%
CB 55
RIM: 935.4
INV: 931.35 12" S
18" DIA PVC, H-20 GRATE
10' MIN TO
OUTSIDE OF
STRUCTURE.
1
FIELD VERIFY AND
PROTECT
UNDERGROUND
GENERATOR UTILITIES
D
>>
35' - 24"
R
C
P
@
1.42%
CB 57
RIM: 935.0
INV: 930.30 24" E
INV: 928.00 24" W
48" DIA R-2501-C
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C4.03
UTILITY PLAN EAST
955
1
2
3
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
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 WEST, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN WEST, FOR UTILITY NOTES.
NOTES
3
C5.03
10
C5.03
4
C5.03
5
C5.03
6
C5.03
17
C5.03
16
C5.03
9
C5.03
1
C5.03
21
C5.01
20
C5.01
21
C5.01
15
C5.01
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 56 of 113
SHEDUGE
UGE
96
0
96
1
949 9
5
1
950
955
960
961
962
UGEUGE
CONC
CONC
CONCRETE
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
8 FOOT CHAIN LINK
FENCE
964
96
6
96
7
968
9
6
3
9
6
4
9
6
7
9
6
8
96
2
96
2
962
962 963
962
9
6
3
963
959958
957956954953952
961
96
5
9
6
5
960
955
950
955
12" DIP
G R A S S
G R A S S
24.216
.
2
UG
EUGEU
G
E
U
G
E
U
G
E
U
G
E
U
G
E
T R E E S
BITUMINOUS
GAS
G
A
S
G
A
S
STORM FORCEMAIN (P)
TOP=
INV=
DG
958.1
DROP PIPE
CB (P)
ST-122
ST-123
ADJUST CASTING
TO FINISH GRADE
ADJUST CASTING
TO FINISH GRADE
>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
WYE
INV: 959.00 WYE
INV: 961.10
INV: 961.70
DAYLIGHT - INV: 950.40
LAST 20' OF PIPE SHALL BE
DUCTILE IRON. PROVIDE
RAT GUARD.
19
C5.01
19
C5.01
10 FT. CHAIN
LINK FENCE
10 FT. CHAIN
LINK FENCE
T E N N I S
B I T U M
I
N
O
U
S
944 945 9
4
6
9
4
7
9
4
8
9
4
9
9
5
0
960
955
950
963
964
O
H
U
OH
U
OH
U
FOL
6"PEP ST S
12
"
P
V
C
S
T
S
6"PEP ST S
12
"
P
V
C
S
T
S
TOP=
INV=
CB
965.3
961.15
TOP=
INV=
DRYWELL
965.9
961.3 BOTTOM
INV=961.4 TO PIPE
29.8
12
.
0
0.5
24
.
7
34.4
11
.
4
0.4
1.7 22.0
11
.
7
6.0 4.
0
20.3 20.3
3.
9
6.0
11
.
6
22.0
1.6
0.5
11
.
4
81.0
15
.
7
25.9
12
.
3
21.0 0.
5 94.1
6.
3
39.8 1.0
2.7
E
9
10
B I T U M
I
N
O
U
S
965
966
970
975
980
C O N C R E T E
LOADING DOCK
CONC STEPS
G R A S
S
TNH=975.26
TNH=981.64
W
W
C O N C R E T E
FO
L
FOL
FOL FOL
ST-127
ST-128
ST-130
ST-129
67.1 67.1 67.1 67.1 67.1 67.1 67.1 67.1
65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1
64.9 64.4 64.4 64.4 64.4 64.4 64.4 64.464.9 64.9 64.9 64.9 64.9 64.9
65.1 65.1 65.1 65.1 65.1 65.1 65.1
65.161.4
61.7 EOF
61.9
62.2
62.8
63.5 ME
63.2 ME
63.1 ME
62.5 ME
62.2 ME
62.1
62.4
63.0
63.1
63.4
61.2 ME
64.8
64.6
64.4
63.8
64.364.3 64.2
64.3 TW
61.3 BW
61.2 ME
64.3 TW
63.3 BW
63.2 ME
63.9
64.264.1
64.0 ME
64.3
64.6
64.8
64.3
65.0 ME
64.7 ME
64.6
64.6
65.0
64.9 ME
65.3
65.4
65.5 65.4 TW
64.5 BW
64.4 ME
65.9
65.9
66.0 66.0 TW
63.8 BW
63.7 ME
66.2
66.2 TW
65.0 BW
63.2 ME
62.9
62.3
63.5 ME
63.8 ME
65.1 ME64.3
64.7
64.9 ME
65.3 ME
72.6 ME73.5 ME74.3 ME
74.6 ME
75.3 ME
74.7 ME
65.2 ME65.1 ME65.0 ME65.0 ME65.0 ME
65.1 ME
65.6 ME65.4 ME65.3 ME
65.3 ME
65.0 ME
64.4 ME
63.2 ME
63.1
74.8 74.7
74.474.6 74.5 73.6
73.5
74.4 72.7
72.6
72.7
72.3 ME
71.9
72.0
71.9
71.8
70.9
71.0 71.1
71.0
67.2
67.3
67.4
67.3
66.366.4
63.6
64.6
64.8 ME
64.8 ME
64.5
64.9
65.6
65.0
964
963
962
961960
966
967
967
966
965
965
965
966
967
968
969
970
971
972973
97
5
974
9
7
1
9
7
0
96
9
96
8
967
96
6
9
6
5
967
9
6
6
9
6
5
9
6
4
9
6
3
966
965
964
964
D
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>D
272' - 12" RCP @ 2.04%
MH 114
RIM: 964.3
INV: 954.50 12" NE
INV: 951.00 12" W
48" DIA R-1642
167' - 12" RCP @ 0.60%
MH 117
RIM: 967.0
INV: 957.40 12" S
INV: 958.00 12" E
INV: 957.30 12" N
48" DIA R-1642
88
'
-
1
2
"
R
C
P
@
0
.
5
1
%
CB 21
RIM: 964.4
INV: 958.20 12" W
INV: 958.20 12" E
INV: 958.10 12" N
48" DIA R-2501-C
65' - 12" RCP @ 0.62%
CB 22
RIM: 964.4
INV: 958.70 12" W
INV: 958.60 12" E
48" DIA R-2501-C
62' - 12" RCP @ 0.48%
CB 23
RIM: 964.4
INV: 959.30 12" W
INV: 959.30 12" E
48" DIA R-2501-C
62' - 12" RCP @ 0.57%
CB 24
RIM: 964.4
INV: 960.00 12" W
INV: 960.00 12" E
48" DIA R-2501-C
62' - 12" RCP @ 0.65%
CB 25
RIM: 964.4
INV: 960.40 12" E
48" DIA R-2501-C
>
>
>
>
D
MH 113
RIM: 955.9
INV: 945.00 12" E
INV: 951.00 12" S
INV: 942.00 15" NW
48" DIA R-1642
7
0
'
-
1
5
"
R
C
P
@
3
.
4
1
%
5
5
5
5
59
18
5
1
63
17
7
15
EXCEPT FENCE
T.E. PAR. 212A
T.E. PAR. 212A
PAR. 212A
8
140
119
22
A = 140°
A = 90°
133 15
1
0
'
S
H
L
D
8' WALK
V
A
R
.
M
E
D
I
A
N
7.5' PARKING LANE INP
12' THRU LANE INP
NO PARKING
8
'
W
A
L
K
14' THRU LANE
21'
1
9
'
15'
>>
51
'
-
1
2
"
R
C
P
@
1
.
9
6
%
CB 17
RIM: 961.4
INV: 952.00 12" N
48" DIA R-2501-C
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
35' - 12" RCP @
2.86%
CB 20
RIM: 962.3
INV: 959.00 12" W
48" DIA R-2501-C
INV: 939.60 15" SE
INV: 939.55 12" W
48" DIA R-3067-V
>>>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>
WYE
INV: 964.55
INV: 966.1
CB 19
RIM: 963.9
INV: 956.00 12" SE
INV: 961.00 6" SW
INV: 956.00 12" W
48" DIA R-2501-C
50' - 12" RCP @ 1.00%
30' - 12" RCP @ 1.65%
CB 18
RIM: 963.8
INV: 955.50 12" E
INV: 958.80 6" N
INV: 955.00 12" SW
48" DIA R-2501-C
19
C5.01
19
C5.01
>>D
MH 107
RIM: 956.6
INV: 945.45 12" E
INV: 945.45 12" W
48" DIA Standard
37' - 12" RCP @
1.23%
OF VERTICAL SEPARATION.
>>>>>>>>62' - 12" RCP @ 0.48%
CB 46
RIM: 964.4
INV: 959.00 12" W
INV: 959.00 12" E
48" DIA R-2501-C
62' - 12" RCP @ 0.56%
CB 47
RIM: 964.4
INV: 959.65 12" W
INV: 959.65 12" E
48" DIA R-2501-C
>>>>
64' - 12" RCP @ 2.81%
CB 21A
RIM: 964.6
INV: 960.00 12" W
48" DIA R-2501-C
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
13
C5.03
13
C5.03
13
C5.03
13
C5.03
13
C5.03
13
C5.03
4" FORCEMAIN
4" FORCEMAIN
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>>>>>>>
53'
-
1
2
"
R
C
P
@
0
.
5
6
%
CB 50
RIM: 964.3
INV: 956.30 12" S
INV: 960.77 6" E
INV: 956.30 12" NW
48" DIA Standard
>
>
4
9
'
-
1
2
"
R
C
P
@
0
.
5
1
%
CB 56
RIM: 966.3
INV: 957.65 12" S
INV: 957.65 12" N
48" DIA Standard
10
"
P
V
C
15"RCP
15"RCP
15"RCP
1
2
"
R
C
P
S
T
S
1
2
"
R
C
P
S
T
S
24"RCP ST S
15
"
R
C
P
S
T
S
18"RCP ST S
ST S
1
5
"
R
C
P
S
T
S
1
5
"
R
C
P
S
T
S
21"RCP ST SSAN S
8" SAN S
SA
N
S
8"
S
A
N
S
SAN S
SA
N
S
8"DIP W
TOP=
INV=
CB
974.5
971.1
TOP=
INV=
CB
974.7
971.4
BOTTOM=969.1
TOP=
INV=
SMH
975.0
968.7
TOP=
INV=
SMH
976.9
971.7 E
INV=972.0 STOP=
INV=
CB W
976.7
973.1
BOTTOM=970.9
TOP=
INV=
CB
976.6
972.7 N
TOP=
INV=
SMH
976.9
972.4
TOP=
INV=
SMH
974.0
968.0
TOP=
INV=
MH
975.4
968.1 TO PIPE
INV=967.4 TOP BOTTOM
TOP=
INV=
CB
968.4
963.5 S
INV=963.6 N
TOP=
INV=
CB
968.1
963.7 S
INV=963.8 N
TOP=
INV=
CB
967.9
964.2
TOP=
INV=
MH
974.4
960.3 TOP=
INV=
MH
971.0
961.2
TOP=
INV=
MH
973.1
962.3
94.1
6.
3
39.8 1.0
2.7
18
6
.
3
13
.
8
1.0
2.
7
29.1
20.5
40
.
1
16.3
4.1
4.
1
35
.
7
60.0
35
.
5
2.0
21
.
0
2.0
35
.
5
60.1
13
1 STORY BRICK BUILDINGMIDDLE SCHOOL3135 143RD ST. W.
TOP=
INV=
CB
973.0
969.0
TOP=
INV=
CB
976.9
970.8W
INV=970.4N
INV=969.7E
TOP=
INV=
CB
976.5
971.6NW(8"PVC)
INV=971.2NW(12"PVC)
INV=971.1E
12" RCP
S
T
S
12" PVC ST S
1
2
"
P
V
C
S
T
S
8" PVC
ST S
TOP=
INV=
MH
971.7
963.0
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
96
9
97097197
2
97
3
9
7
5
9769749
7
3
971
972
LOADING DOCK
G R A S
S
G R A S
S
FKA: MURPHY STREET
TNH=974.60
TNH=975.26
CONC
STEPS
CONC
STEPS
969
OHU
OH
U
OH
U
OHU
O
H
U
OH
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
W
W
W
W
LA
GA
S
UGE
UGE
SA
N
S
C O N C R E T E C O N C R E T E
C O N C R E T E
CONC
CONC
30
.
0
65.0
2
.
7
1
.
0
12.5
2.71.0
62.8
11.7 2
.
7
2
.
0
FOL FOL
FO
L
FO
L
UGC
UG
C
U
G
C
UGC
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
U
G
C
INV= 965.8
INV= 964.2
FOL
F
O
L
69.3 ME
72.6 ME73.5 ME74.3 ME
74.6 ME
75.3 ME
74.7 ME
74.8 74.7
74.474.6 74.5 73.6
73.5
74.4 72.7
72.6
72.7
72.3 ME
71.9
72.0970
971
972973
97
5
974
9
7
1
9
7
0
96
9
P
A
R
C
E
L
2
1
2
A
P
A
R
C
E
L
2
0
9
2
1
2
A
7
C5.03
FM
F
M
FM
FM
F
M
FM
F
M
F
M
FM
F
M
FM
FM
F
M
S
C5.03
13
C5.03
13
C5.03
13
C5.03
C5.03
4" FORCEMAIN
4" FORCEMAIN
MH 1
RIM: 972.5
INV: 962.05 4" NE
960.68 8" E/W (EX. FIELD VERIFY)
48" DIA R-1642
CONSTRUCT OVER EX. PIPE.
FIELD VERIFY EX. INVERTS.
PROVIDE RUBBER BOOT CONNECTIONS.
14
C5.03
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
R
FEETSCALE
0
HORZ.
30 60 C4.04
UTILITY PLAN
FIELDS
955
1
54.6
955
D
REFERENCE KEY TO SITE DETAILS
DETAIL I.D. NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
TC = TOP OF CURB
TW = FINISH GRADE AT HIGH SIDE OF WALL
BW = FINISH GRADE AT LOW SIDE OF WALL
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER FORCEMAIN
PROPOSED STORM SEWER
PROPOSED DRAIN TILE (DT)
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN
WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.
PROPERTY LINE
>>>>
FM
>>>>>>>>>>
LEGEND
1
C5.01
1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN WEST, FOR GENERAL NOTES.
2.REFER TO SHEET C4.01, UTILITY PLAN WEST, FOR UTILITY NOTES.
NOTES
2
C4.04
SOUTHEAST FIELD
3
C4.04
SOUTH
1
C4.04
NORTHEAST FIELD
7
C5.03
22
C5.01
20
C5.01
21
C5.01
10
C5.03
19
C5.01
9
C5.03
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 57 of 113
IC
E
E
L
E
V
A
T
I
O
N
=
9
2
2
.
4
DE
C
.
4
,
2
0
2
3
6
"
W
(
P
)
6"
P
V
C
ST
S
12"RCP
S
T
S
24
"
R
C
P
S
T
S
24"RCP ST S
9
"
M
E
T
A
L
S
T
S
1
5
"
P
V
C
S
T
S
15"FES
INV=926.1
15" RC
P
S
T
S
15
"
P
V
C
S
T
S
3"W(P)
3"W(P)
3
"
W
(
P
)
8
"
W
(
P
)
6"W
6"W
W
W
6
"
W
6"
W
8"W
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
INV=
BH
941.5
927.9
TOP=
INV
=
CB 941.
1
927.
8
S
W
,
S
E
INV
=
9
2
7
.
9
N
E
TOP=
INV=
CB 941.1
935.8
T
O
D
R
O
P
INV=
9
3
6
.
4
S
W
TOP=
INV=
BH
939.7
933.2
TOP=
INV=
SMH
940.9
927.3 NE
INV=931.9 S
TOP=
INV=
SMH
930.8
926.2 N
INV=926.4 S
GENE
R
A
T
O
R
GENE
R
A
T
O
R
O
N
CONC
P
A
D
C
O
V
E
R
E
D
L
O
A
D
I
N
G
D
O
C
K
WOODEN
PLANTER
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
0
.
1
6
0
.
1
40.2
164.2
1
2
.
0
10.2
25.0
2
5
.
0
3.5
1
0
.
0
18.0
4
3
.
3
35.1
0
.
1
122.2
8
3
.
5
41.3
2
4
.
4
41.4
1
2
.
6
13.9
19.9
2
0
.
9
192.3
34.2
4
1
.
1
90.292.6
32.6 1
0
.
5
5.3
2
1
.
4
5
4
.
3
5.4
2
1
.
4
32.5
1
0
.
6
61.0
3
3
.
3
129.5
115.2
4
3
.
1
3.6
1
2
.
9
144.1
1.5
1
2
.
9
4
3
.
6
138.9
5
9
.
9
1
9
.
7
14.3
2
1
.
3
3
9
.
3
22.9
1
.
3
8.5
3
4
.
7
8.5
7
3
.
3
109.4
8.4
3
4
.
7
8.5
3
7
.
3
3
7
.
4
22.9
3
9
.
5
68.3
8
.
3
126.3
8
.
3
0.6 1
6
.
4
6
3
.
859.03.522.0
36.36.46
.
3
1
6
.
0
8.014.427.637.725.21
3
.
2
5.0
2
0
.
9
31.0
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
M
A
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
E
R
H
A
N
G
8
4
.
0
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
SMH
939.8
933.0SW
INV=929.0NW
10
"
P
V
C
S
T
S
6" PVCST S
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
SMH
TOP=939.2
BOTTOM TANK=930.1
NO VISIBLE PIPES
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
9
3
9
938
939
94
0
941
941
930
935
929
926
927
928940
945944943
942941
939
938
937
936
935
934
933
941
942
94
0
94
294
5
94
6
94
7
94
8
94
9
95
0
939
938
939
940
CONC
CONC
CONCCONC
CONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
U
G
E
U
G
E
UG
E
UGE
UGE
UGE
G R A S
S
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
30" RCPST S
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
SAN
TOP=939.3
TOP CAPPED PIPE=935.8
SAN
TOP=939.2
B I T U M I N O
U
S
CONCRETE
G R
A
V
E
L
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
PERGOLABITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
945
950
955
9
6
0
965
970
975
980
9
8
0
975
9
7
0
9
7
0
9
7
5
9
8
0
9
8
5
95
596096
5
97
0
976
977 978
979
981
982 983
984
974
972
973971
981
9
7
9
9
7
8
977
9
7
6
97
4
9
7
3
972
97
1
96
9
968
98
4
983
9
8
2
9
8
1
9
7
9
9
7
8
9
7
6
9
7
2
9
6
8
9
6
7
9
6
6
9
6
9
968
9
6
7
9
6
69
6
4
9
6
3
9
6
2
9
6
1
9
5
9
9
5
8
9
5
7
9
5
6
954
953
952
951
949
948
947
946
944
942
943
943
944
946 94
7
948949
9
6
3
9
6
1
W
(
P
)
W (P)
W
(
P
)
W
(
P
)
W (P)
13
14
15
16
18
19
20
21
23
12
11
12" PV
C
25
26
27
1
22
2
3
4
5
6
7
8
9
10
6"
F
M
(
P
)
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
14"SPR
RDRD
RD
RD
CONC
.
942
RD
RD
BE
RD
2.14"BAS
24"MPL
942
BE
RD
RD
RD
B
E
RD
RD
LA
2"ARB 13"MPL
KEYSTO
N
E
WALL
CONC
.
942
F
O
L
F
O
L
FOL
FO
L
FOL
FOL
FOL
UGC
UG
C
UGC
UGC
U
G
C
UGC
UGC
UGC
U
G
C
I
>
>
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>>
>>
D
>>
D
>>>>
>>
D
>>
>>
D
>>
>>
>>
>>>>
>>
>>
>>
>>
>
>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
D
D
I
I
I
I
I
I
>>
>>
>>
>>
>>
PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING ADDITION 2
PROPOSED BUILDING ADDITION 3
PROPOSED BUILDING ADDITION 4
PROPOSED BUILDING ADDITION 5
PROPOSED BUILDING ADDITION 6
DRI -2
ST-108
ST-109
ST-110
ST-111
ST-112
ST-113
ST-114
ST-115
ST-116
ST-117
ST-118
ST-131
ST-132
ST-133
ST-134
ST-135
ST-136
I
>
>
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>>
>>
D
>>
D
>>>>
>>
D
>>
>>
D
>>
>>
>>
>>>>
>>
>>
>>
>>
>
>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
D
D
I
I
I
I
I
I
>>
>>
>>
>>
>>
(213) PA
(31) PA
(714) PA
(244) PA
(110) PA
(117) PA
R
FEETSCALE
0
HORZ.
30 60 L0.01
LANDSCAPING
PLAN WEST
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
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
PROPOSED SHRUB / MULCH BED
PROPOSED LANDSCAPE ROCK BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
X
X
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR
SEEDING.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL
RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED
MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT
JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL
AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH
EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR
RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT.
7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE.
8.ALL TREES SHALL BE BALLED AND BURLAPPED.
9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED.
10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.
11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'.
NOTES
CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
TREES
ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B
ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B
ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B
ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B
ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B
ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B
MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL.
OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B
QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B
QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B
CONIFERS
PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B
PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B
PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBS
AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT.
CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL.
CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT.
CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT.
ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL.
SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT.
VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL.
PERENNIALS
AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT.
AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT.
CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT.
PLANT SCHEDULE
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 58 of 113
12" PVC
S
T
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9
3
6
937
938
939
941
936
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LINK FENCE
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24
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6"W
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TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
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INV=923.7N 24" RCP ST S
12" RCPST S
42
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B I T U
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CONCRETE
935
934
9
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934
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937938939
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933
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UGE
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UGE UGE UGE UGE
UGE
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G R A S
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G R A S
S
G R A S
S
G R A S
S
G R A S
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CO
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CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
B I T U M I N
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SHED
B I T U
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B I T U M I N O
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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
BITUMINOUS
RU
B
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CONCRETE
CONCRETE
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G R
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20
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TOP=
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FM
FM
FM
FM
FM FM FM FM FM FM FM
F
M
S
BS 1
INV: 924.50
MECH: XX'XX"
86 DFUs
LIFT STATION
RIM: 935.4
INV: 924.30 6" N
INV: 924.66 4" S
REFER TO C5.02
8' - 6" SCH 40 PVC @ 2.41%
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING
ST-101
ST-102
ST-103
ST-104ST-105ST-106
ST-107
ST-119
ST-120
ST-124
ST-125 ST-126
ST-136
I
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FM
FM
FM
FM
FM FM FM FM FM FM FM
F
M
S
BS 1
INV: 924.50
MECH: XX'XX"
86 DFUs
LIFT STATION
RIM: 935.4
INV: 924.30 6" N
INV: 924.66 4" S
REFER TO C5.02
8' - 6" SCH 40 PVC @ 2.41%
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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(110) PA
(117) PA
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
PROPOSED SHRUB / MULCH BED
PROPOSED LANDSCAPE ROCK BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
X
X
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR
SEEDING.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL
RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED
MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT
JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL
AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH
EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR
RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT.
7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE.
8.ALL TREES SHALL BE BALLED AND BURLAPPED.
9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED.
10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.
11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'.
NOTES
R
FEETSCALE
0
HORZ.
30 60 L0.02
LANDSCAPING
PLAN CENTRAL
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
TREES
ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B
ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B
ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B
ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B
ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B
ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B
MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL.
OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B
QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B
QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B
CONIFERS
PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B
PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B
PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBS
AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT.
CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL.
CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT.
CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT.
ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL.
SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT.
VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL.
PERENNIALS
AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT.
AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT.
CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT.
PLANT SCHEDULE
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 59 of 113
UGE
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
12" PVC
S
T
S
926
927
928
929 93
0
926 92792892
9
925
9
2
5
9
2
6
9
2
7
9
3
3
9
2
8
9
2
9
9
3
0
9
3
1
9
3
2
9
3
4
96
0
9
3
6
937
938
936
G R
A
V
E
L
U
G
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UGEUGEUGE
B I T U M I N O U S
A R T I
F
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L
T
U
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F
F
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L
D
G R A S
S
G R A S
S
G R A S
S
G R
A
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L
CONCRETE
CONCRETE
CON
C
R
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T
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B I T U M I N O U S
CO
N
C
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
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CONC
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G R A S S
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T
S
24"RCP ST S
15
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P
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S
T
S
W
W
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931.6
926.7 NE
INV=926.8 E
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TOP=
INV=
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934.8
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INV=924.3S
INV=923.7N 24" RCP ST S
42
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R
C
P
S
T
S
935
934
932
930
935
929
926
927
928
UGE UGE UGE UGE
UGE
UG
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G R A S
S
G R A S
S
TNH=932.14
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
BITUMINOUS
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
CONC
4
2
"
R
C
P
S
T
S
(
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(
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W
(
P
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W (P)
18
19
20
21
23
24
22
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
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C
UGC
UGC
UGC
U
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POND 7P
BOTTOM ELEVATION: 916.00
BOTTOM AREA: 922 SF
EOF: 930.00
HWL: 929.84
NWL: 926.00
INFILTRATION BASIN 8P
BOTTOM ELEVATION: 923.00
BOTTOM AREA: 2,610 SF
EOF: 930.80
HWL: 928.60
WQV ELEVATION: 926.70
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BS 1
INV: 924.50
>>>>
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PROPOSED BUILDING
ST-101
DRI -1
ST-102
ST-103
ST-110
ST-119
ST-120
ST-121
I
I
D
>
>
>
>
>
>
>
>
>
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POND 7P
BOTTOM ELEVATION: 916.00
BOTTOM AREA: 922 SF
EOF: 930.00
HWL: 929.84
NWL: 926.00
INFILTRATION BASIN 8P
BOTTOM ELEVATION: 923.00
BOTTOM AREA: 2,610 SF
EOF: 930.80
HWL: 928.60
WQV ELEVATION: 926.70
D
>>
D
>>
D
D
D
D
>>>>>>>>>>>>
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>D
BS 1
INV: 924.50
>>>>
>>
>
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>
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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
PROPOSED SHRUB / MULCH BED
PROPOSED LANDSCAPE ROCK BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
X
X
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR
SEEDING.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL
RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED
MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT
JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL
AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH
EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR
RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT.
7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE.
8.ALL TREES SHALL BE BALLED AND BURLAPPED.
9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED.
10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.
11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'.
NOTES
R
FEETSCALE
0
HORZ.
30 60 L0.03
LANDSCAPING
PLAN EAST
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
TREES
ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B
ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B
ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B
ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B
ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B
ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B
MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL.
OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B
QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B
QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B
CONIFERS
PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B
PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B
PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBS
AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT.
CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL.
CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT.
CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT.
ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL.
SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT.
VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL.
PERENNIALS
AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT.
AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT.
CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT.
PLANT SCHEDULE
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 60 of 113
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R
FEETSCALE
0
HORZ.
30 60 L0.04
LANDSCAPING
PLAN FIELDS
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.
3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR
SEEDING.
4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL
RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED
MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.
5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT
JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL
AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH
EXISTING TURFGRASS SURFACE.
6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR
RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT.
7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE.
8.ALL TREES SHALL BE BALLED AND BURLAPPED.
9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED.
10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED.
11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'.
NOTES
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
PROPOSED SHRUB / MULCH BED
PROPOSED LANDSCAPE ROCK BED
PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS
PROPERTY LINE
LEGEND
X
XCODEQTYBOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
TREES
ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B
ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B
ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B
ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B
ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B
ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B
MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL.
OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B
QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B
QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B
CONIFERS
PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B
PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B
PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBS
AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT.
CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL.
CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT.
CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT.
ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL.
SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT.
VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL.
PERENNIALS
AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT.
AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT.
CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT.
PLANT SCHEDULE
CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
TREES
ACRF 22 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B
ACRN 5 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B
ACSB 22 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B
ACSJ 7 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B
ACSP 1 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B
ACFS 1 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B
MJ 13 MALUS X 'JEWELCOLE'RED JEWEL™ CRABAPPLE 2" CAL.
OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B
QUBI 8 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B
QUMA 12 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B
CONIFERS
PIGL 11 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B
PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B
PISY 6 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBS
AL 70 ARONIA MELANOCARPA 'UCONNAM165'LOW SCAPE MOUND® BLACK CHOKEBERRY 18" - 24"#2 CONT.
CS 34 CORNUS ALBA `SIBIRICA`REDBARK DOGWOOD 5 GAL.
CH 10 CORNUS HESSEI 'UMN970507'GARDEN GLOW™ DOGWOOD 42 - 48" SPR.#5 CONT.
CL 46 DIERVILLA LONICERA 'MICHIGAN SUNSET'DWARF BUSH HONEYSUCKLE 24" - 36"#5 CONT.
ILVN 96 ILEX VOMITORIA `NANA`DWARF YAUPON 5 GAL.
SS 62 SPIRAEA SORBIFOLIA 'SEM'SEM FALSE SPIREA 24" - 36"#5 CONT.
VR 134 VIBURNUM OBOVATUM `RAULSTON`S HARDY`RAULSTON`S HARDY VIBURNUM 5 GAL.
PERENNIALS
AB2 14 AMSONIA X 'BLUE ICE'BLUE ICE BLUESTAR 12 - 15" SPR.#1 CONT.
AA 54 ASTER DUMOSUS 'ALERT'ALERT FALL ASTER 15 - 18" SPR.#1 CONT.
CK 163 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 24" - 30"#1 CONT.
PLANT_SCHEDULEREPLACEMENT TREE CALCULATIONS:
·REMOVED TREE COUNT: 26
·
·REMOVED CALIPER INCHES: 389
·TOTAL CALIPER INCHES TO BE REPLACED: 194.5
·REPLACEMENT TREE COUNT: 121 AT 2.5" CALIPER (302.5")
13 AT 2.0" CALIPER (26")
·REPLACEMENT TREE TOTAL CALIPER INCHES: 328.5
LANDSCAPE TREE REQUIREMENT CALCULATION:
·SITE: 4,528,585 SF (103.9 AC)
·SITE TREE REQUIREMENTS: 1510 TREES
·EXISTING TREES ON SITE:
206 TREES ON SITE TO REMAIN (NON FORESTED AREAS)
1336 TREE ON SITE (IN FORESTED AREA, 401,020 SF @ 1 TREE PER 300 SF)
LANDSCAPE CALCULATIONS
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 61 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C5.01
CIVIL DETAILS
24" MIN. CLAY
18
C5.01
POND CLAY LINER
NOT TO SCALE
FINISH GRADE
COMPACTED SOIL
HWL ELEVATION
5.00'
19
C5.01
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'
1'
18
"
5
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
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.
13
C5.01
BUILDING PAD
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 SOIL CORRECTION14
C5.01
NOT TO SCALE
SCENARIO #1: FFE ABOVE EXISTING GRADE
SCENARIO #2: FFE BELOW EXISTING GRADE
1
1
3'-0"
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T
Y
A
F
F
E
C
T
E
D
B
Y
U
N
I
T
P
R
I
C
E
UNSUITABLE SOIL
TOPSOIL
1
1
3'-0"
UNSUITABLE SOIL
TOPSOIL
SIDE LIMIT
SUBGRADE
UPPER LIMIT:
EXISTING GRADE
FOOTING
BACKFILLING AND COMPACTING SOILS IN THIS ZONE
NOT INCLUDED IN UNIT PRICE CALCULATIONS
EXCAVATION OF SOILS IN THIS
ZONE NOT INCLUDED IN UNIT
PRICE CALCULATIONS
MINIMUM EXCAVATION
LIMITS
EXCAVATION OF SOILS IN THIS
ZONE NOT INCLUDED IN
UNIT PRICE CALCULATIONS
SUITABLE SOIL
LOWER LIMIT =
BOTTOM OF EXCAVATION
C5.01
13
C5.01
13
SIDE LIMIT
UPPER LIMIT:
EXISTING GRADE
FOOTING
MINIMUM EXCAVATION
LIMITS
SUITABLE SOIL
LOWER LIMIT =
BOTTOM OF EXCAVATION
EXISTING GRADE
FFE
FFE
5'-0"20'-0"
5'
-
0
"
6'
-
0
"
4"
NOTE:
REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASE
15
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
C5.05
9
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
.
)
PI
P
E
D
I
A
.
20
C5.01
PIPE BEDDING PVC
NOT TO SCALE
SUBGRADE
PIPE BEDDING
BACKFILL ABOVE
PIPE BEDDING.
REFER TO 31 23 33
O.D. + 2' (MAX)
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
.
)
21
C5.01
PIPE BEDDING - RCP & DIP
NOT TO SCALE
SUBGRADE
BACKFILL ABOVE
PIPE BEDDING.
REFER TO 31 23 33
PIPE BEDDING
O.D. + 2' (MAX)
30
"
M
I
N
.
INFILTRATION AREA
LIMITS AS SHOWN ON PLAN
1
1
7
C5.01
INFILTRATION AREA SECTION
NOT TO SCALE
NOTE:
SEE x OF xx / [Sheet#] FOR ENGINEERED SOIL MIXTURE
PLACE SEDIMENT CONTROL LOG AT EDGE OF INFILTRATION AREA -
FULL PERIMETER, AND REMOVE ONCE ALL UPSLOPE AREAS ARE
FULLY STABILIZED (PERMANENT STABILIZATION)
LANDSCAPE
EDGING (TYP)
FLAT BOTTOM
STAKE
STAKE
EXCAVATE TO SUBGRADE
ELEVATION WITH A TOOTHED
BUCKET BACKHOE. RIP SOILS 6" TO
9" TO REMOVE COMPACTION
GRASS - REFER TO
LANDSCAPE PLAN
INFILTRATION AREA SOIL
MIXTURE - SEE BELOW
FILL SOIL BETWEEN THE EXISTING SP SANDS
AND BOTTOM OF ENGINEERED SOIL
MIXTURE SHALL MEET THE SPECIFICATION
FOR SAND SUBBASE
GRASS
6" DEPTH
TOPSOIL
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 75% - 85% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 25% - 15% MN/DOT 3890
GRADE 2 LEAF LITTER COMPOST). THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN
SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES
COMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL SHALL
NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES.
8.INSTALL PLANTINGS BY HAND.
9.INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL
WELL ESTABLISHED. INCLUDE ALL WATERING COSTS IN THE BID. CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING
OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR WATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER
TRUCK AS THE FORCE OF THE WATER WILL ADVERSELY AFFECT THE STORMWATER AREA SOILS.
10.REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT IS
REQUIRED, FROM OUTSIDE THE PERIMETER OF THE INFILTRATION AREAS.
8
C5.01
INFILTRATION AREA NOTES
NOT TO SCALE
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"
6
C5.01
EROSION CONTROL BLANKET
NOT TO SCALE
6
PLAN VIEW
SECTION A-A
A
A DISTURBED EARTH
2'
MIN.
24
"
M
I
N
.
2'
M
I
N
.
2
1
9
C5.01
TEMPORARY DIVERSION BERM
NOT TO SCALE
C5.01
1
UNDISTURBED
EARTH
DISTURBED EARTH
2:1 SLOPE OR FLATTER
2:1 SLOPE OR FLATTER
SILT FENCE
SILT FENCE
WHERE POSSIBLE, 10' UNDISTURBED
EARTH UPHILL OF SILT FENCE
1
C5.01
2
C5.01
3
C5.01
4
C5.01
6"
UNSUITABLE SOIL
TOPSOIL
REFER TO
STRUCTURAL
DRAWINGS
NOTES:
1.CONFIRM BOTTOM OF FOOTING ELEVATIONS WITH STRUCTURAL PLANS.
16
C5.01
BUILDING PAD WITH HELICAL PILES
NOT TO SCALE
10
'
'
4" SLAB AND 6" STABILIZED AGGREGATE
BASE - VERIFY WITH ARCHITECTURAL PLANS
FINISH GRADE (TURF)
FOOTING
HELICAL PILES - REFER TO STRUCTURAL
PLANS AND SPECIFICATIONS
ENGINEERED FILL
FINISH FLOOR
SUBGRADE
UNSUITABLE SOIL
BUILDING PAD
(ENGINEERED FILL)
1
1
2'-0"
6'
'
17
C5.01
BELOW GRADE BUILDING WALLS
NOT TO SCALE
C5.01
13
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
10
C5.01
FLOATING HEAD SKIMMER
NOT TO SCALE
COUPLING INCLUDED
BUT NOT ATTACHED
8" HOSE
8" INLET EXTENSION
INLET DOOR SMALLER
THAN SHOWNVENT
8" SCH 40 SOLID PVC BARREL OR
"ARM" SUPPLIED WITH SKIMMER
ROPE FOR MAINTENANCE
PLAN VIEW
CHITOSAN / FLOC SOCK ASSEMBLY
11
C5.01
CONTINGENCY PLAN PUMP SYSTEM
NOT TO SCALE
C5.01
10
OUTLET CONTROL STRUCTURE
PLUG OUTLET PIPE FOR CONTINGENCY PLAN
OIL CONTAINMENT
DEVICE AND PUMP
MOBILE HOUSING UNIT
FLOCCULANT BAG
REMOVABLE ACCESS CAP
TURBID WATER FROM RETENTION BASIN
TO PUMP
CHITOSAN / FLOC
SOCK ASSEMBLY
FLOATING HEAD SKIMMER
FES OUTLET
PIPING
FES INLET - PLUG TEMPORARILY TO ALLOW FLOW
TO ROUTE THROUGH FLOATING HEAD SKIMMERS
ATTACH PIPING TO OUTLET
CONTROL STRUCTURE (TEMP
CONNECTION) BEHIND
CONCRETE BAFFLE WALL
12
C5.01
POROUS BAFFLES
NOT TO SCALE
BOTTOM OF FLOC SOCK
(SUSPEND 18" BELOW NORMAL
WATER LEVEL)
METAL STAKE TO
SUPPORT WIRE
TOP OF POROUS
BAFFLE = HWLMETAL SUPPORT POSTS, 12"
INTO BOTTOM OR SIDE
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING
ATTACH FLOC SOCK TO POROUS
BAFFLE WITH PLASTIC TIES
COIR MESH OR SIMILAR, STAPLE OR
TRENCHED INTO BOTTOM AND SIDE
NOTES:
MAXIMUM NOMINAL PIPE DIAMETER IS 36 INCHES.
1.TRENCH WIDTH PER ASTM D2321. EXCEPT AS MODIFIED, TO PROVIDE 1
2 NOMINAL INSIDE PIPE
DIAMETER OR 12" (WHICHEVER IS GREATER) ON EACH SIDE OF PIPE, TO ALLOW FOR COMPACTION.
2.THE ZONE IMMEDIATELY BENEATH THE PIPE SHALL ONLY BE COMPACTED SUFFICIENTLY TO PROVIDE
UNIFORM SUPPORT.
2
0.
2
5
'
M
I
N
.
1 1
12
"
M
I
N
.
O.D.
15
%
O
.
D
.
FI
R
S
T
L
I
F
T
P
I
P
E
B
E
D
D
I
N
G
SE
C
O
N
D
L
I
F
T
P
I
P
E
B
E
D
D
I
N
G
CO
V
E
R
:
2'
-
0
"
M
I
N
.
20
'
-
0
"
M
A
X
.
22
C5.01
PIPE BEDDING - HDPE
NOT TO SCALE
FINISH GRADE
NOT TO SCALE
23
C5.01
GRAVEL SURFACE
NOT TO SCALE
GRAVEL SURFACE LIMIT
AS SHOWN ON PLAN
FINISH GRADE
12" STABILIZED AGGREGATE BASE
12" MIN. SUBGRADE PREPARATION
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 62 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C5.02
LIFT STATION
DETAILS
NOT TO SCALE
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 63 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C5.03
CIVIL DETAILS
DE
P
T
H
(
V
A
R
I
E
S
RE
F
E
R
T
O
P
L
A
N
)
2"
24" MIN.
6' CAP OF TOPSOIL
OVER PEA ROCK
11
C5.03
FRENCH DRAIN
NOT TO SCALE
FINISH GRADE
BURRITO WRAP
GEOTEXTILE FABRIC
OVERLAP SEAMS 24"
PEA ROCK
6" DRAIN TILE
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
VARIES
FLOW
FLOW
6
1
CATCH BASIN10
C5.03
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.
METAL SEWER CASTING -
REFER TO PLAN FOR TYPE
27"
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"
8
C5.03
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
5
C5.03
9
C5.03
6
C5.03
7
C5.03
12
C5.03
17
C5.03
16
C5.03
NOTE:
VALVES, VALVE BOXES AND VALVE EXTENSIONS SHALL MEET THE SAME REQUIREMENTS AS FOR
WATERMAIN. VALVE BOX COVERS SHALL BE MARKED FOR SEWER.
7'
-
6
"
M
I
N
.
B
U
R
Y
PLAN VIEW
SECTION VIEW
CRUSHED ROCK
6" SANITARY
FORCE MAIN
6 x 6 WYE
GATE VALVE
WITH BOX
FINISH GRADE
VALVE EXTENSION6" CAPPED FLANGE
SANITARY SEWER MANHOLE
CONE (24" RISER) WITHOUT
STEPS. MIN. 1 ADJUSTMENT
RING.NEENAH R-1642 CASTING
6" SANITARY
FORCE MAIN
6" CAPPED FLANGE
SANITARY SEWER MANHOLE
CONE (24" RISER) WITHOUT
STEPS. MIN. 1 ADJUSTMENT
RING.
6" SANITARY
FORCE MAIN
TWO 45°
BENDS
CLEANOUT STRUCTURE
6" SANITARY
FORCE MAIN
TWO 45°
BENDS
SANITARY FORCE MAIN
CLEANOUT (C.O.)
13
C5.03
NOT TO SCALE
FLOW
1
C5.03
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
SECTION THROUGH PARABOLIC CORRUGATED POLYPROPYLENE CHAMBERS
INFILTRATION AREA: UGS 1
18
C5.03
NOT TO SCALE
BOTTOM OF STONE = 922.25
CHAMBER INV. = 923.00
MINIMUM ALLOWABLE FINISH GRADE = 929.0
MAXIMUM ALLOWABLE FINISH GRADE = 934.5
GEOTEXTILE FABRIC. INSTALL PER
MANUFACTURERS RECOMMENDATIONS
PREPARED SUBGRADE. REFER TO 31 23 33 FOR
TESTING REQURIEMENTS
PARABOLIC CHAMBER
OPEN GRADED STONE
12" SIDE STONE
5" CHAMBER SPACING
77.8"
9" STONE BASE
45.5"
12" STONE COVER
2
C5.03
3
C5.03
4
C5.03
EXPANSION JOINT
REFER TO PLAN FOR SLOPE
VA
R
I
E
S
4'
-
0
"
18" MAX.
VA
R
I
E
S
(T
W
O
CO
U
R
S
E
MI
N
I
M
U
M
)
GEOSYNTHETIC REINFORCEMENT
WALL BASE
EX
C
A
V
A
T
I
O
N
NOTE: PROVIDE SHOP DRAWINGS SIGNED BY REGISTERED STRUCTURAL ENGINEER
FOR APPROVAL PRIOR TO CONSTRUCTION.
FENCE
6" MINIMUM
COMPACTED
AGGREGATE BASE
FREE DRAINING
AGGREGATE
SLOPE VARIES
CAP BLOCK - MAX. ELEVATION
CHANGE AT TOP OF WALL IS 4" -
DOUBLE STACK CAP BLOCKS AS
NECESSARY
BLOCK UNITS
FENCE POST FOUNDATION SYSTEM REFER
TO SPECS - COORDINATE LOCATION WITH
FENCING CONTRACTOR
DRAINTILE
BEHIND WALL
DAYLIGHT TILE
THRU WALL FACE -
LOCATION TO BE
DETERMINED BY
CONTRACTOR'S
WALL ENGINEER
FINISH GRADE
MAINTENANCE STRIP
19
C5.03
RETAINING WALL AND FENCE
NOT TO SCALE
C5.05
22
C5.05
19
FL
O
W
1
3
5
°
-
1
6
5
°
180°
A A
FLOW
FORCEMAIN DISCHARGE TO
GRAVITY MANHOLE
14
C5.03
NOT TO SCALE
SECTION A - A
PLAN VIEW
NOTES:
1.DROP CONNECTIONS ARE NOT ALLOWED.
2.MAXIMUM OF ONE FORCEMAIN CONNECTION PER MANHOLE; MULTIPLE CONNECTIONS ARE NOT
ALLOWED.
FORCEMAIN
DISCHARGE
CENTERLINE OF FORCEMAIN PIPING NOT
ALLOWED IN EITHER QUADRANT
ADJOINING THE MANHOLE OUTLETNO CONNECTIONS
ALLOWED
OUTLET PIPE
2-45° BENDS
COAT MANHOLE INTERIOR WITH
APPROVED EPOXY COATING OR
USE H2S RESISTANT CONCRETE
INSTALL CONCRETE
BENCH IN BOTTOM
OF MANHOLE AS
SHOWN TO EXISTING
SEWER OUTLET
CONCRETE COLLAR
TOP BENCH SHALL BE 2''
ABOVE SPRINGLINE OR PIPE
4'' BEDDING PRECAST RUBBER
BOOT PER ASTM C923
CONCRETE SHALL BE MINIMUM OF 4000
PSI @ 28 DAYS FILLED UNDER PIPE TO
UNDISTURBED GROUND. CONCRETE TO
EXTEND TO FIRST JOINT IN NORMAL
WIDTH OF TRENCH
PROPOSED FORCED MAIN
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE
REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS
SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER
PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
INCHES 18-50
MINIMUM COVER (FT)
AXLE LOADS (kips)
50-75 75-110 110-150
12-42 2.0 2.5 3.0 3.0
4.03.53.048-72 3.0
3.078-120 3.5 4.0 4.0
4.54.54.0126-144 3.5
*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE
ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE
TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
CONSTRUCTION LOADING DIAGRAM20
C5.03
NOT TO SCALE
FINISH
GRADE
HE
I
G
H
T
OF
C
O
V
E
R
TE
M
P
O
R
A
R
Y
C
O
V
E
R
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
L
O
A
D
S
4'
2'
12" (TYP)
12
"
M
I
N
.
P
I
P
E
BE
D
D
I
N
G
1
1
1
1
DE
P
T
H
V
A
R
I
E
S
SANITARY SEWER INSULATION21
C5.03
NOT TO SCALE
PROPOSED SANITARY SEWER -
REFER TO UTILITY PLAN
2" THICK FOAM
INSULATION
FINAL SUBGRADE
12
"
M
I
N
.
P
I
P
E
BE
D
D
I
N
G
NOT TO SCALE
3"3"
3"
SUBSURFACE DRAINDET#
SHT#
NOT TO SCALE
C5.05
1CURB AND GUTTER
ASPHALT PAVEMENT SECTION
REFER TO DETAIL
6"
3" MINIMUM
UNDER TILE
BURRITO WRAP TRENCH AND PEA
ROCK WITH GEOTEXTILE FABRIC
PEA ROCK AROUND TILE
6" DRAIN TILE - LENGTH OF INDIVIDUAL
FINGER DRAIN SHALL BE 30' MINIMUM
UNLESS NOTED OTHERWISE.
C5.05
5
C5.05
11
C5.05
12
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 64 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
CIVIL DETAILS
C5.04
INV.923.00
36"RCP
3"MIN.
84"DIA.
PRECAST RCP
BOT.922.00
SECTION A-A
PLAN VIEW-AT GRADE
48" SLUICE GATE AS
MANUFACTURED BY
FONTAINE (SERIES 50
MODEL 502) OR
APPROVED EQUAL
INV.923.90
2"CLEAR COVER
TOP & BOTTOM
36"RCP
12" MIN.
GRAVEL ACCESS
ELEV.926.70
6' x 4.7' x 1'
CONCRETE WALL
CENTERED IN MANHOLE
DRILL & GROUT REBAR IN
BASE AND WALL OF MANHOLE
6"MIN.
OUTLET CONTROL STRUCTURE DETAIL
DESIGN SPECIAL 2 - (STR. NO. 5100B)
OCS 1
48"DIP CAST IN
WALL WITH
FLANGED END
TO ACCEPT
SLUICE GATE
STEPS - 16" O.C.
NORTH SIDE & BOTH
SIDES OF WALL
NOTES:
1. ALL FASTENERS INSIDE MANHOLE SHALL BE STAINLESS STEEL.
2. TIE ALL PIPING JOINTS WITHIN 20' OF THE STRUCTURE OR TO CONCRETE FLARED END SECTION,
WHICHEVER IS GREATER (INCIDENTAL).
3. ALL MANHOLE SECTION JOINTS SHALL HAVE CONFINED GASKET JOINTS AND RUBBER GASKETS TO MEET
THE REQUIREMENTS OF ASTM C-443 AND MnDOT SPEC 3726.
4. ALL LIFTING HOLES SHALL BE SEALED WITH GROUT.
SCALE: NONE
A BASE ANCHOR DETAIL
BASE ANCHORAGE
- 4 @ 90^
SEE DETAIL A
COMPACT BACKFILL TO
98% STANDARD PROCTOR
DRY DENSITY. COMPACT
IN MAX. 8" LIFTS. (TYP.)
MnDOT 3733 TYPE V GEOTEXTILE
12" MIN. FINE FILTER AGGREGATE
MnDOT 3149.2J
45°
COMPACT TO 98% STANDARD
PROCTOR DENSITY (ASTM D698)
REINFORCED CONCRETE
PIPE SECTION
REINFORCED PRECAST
CONCRETE BASE
PAINT ALL CONNECTION ITEMS WITH
HEAVY COAT OF BITUMASTIC PAINT
6" MIN.
HOT-DIPPED GALVANIZED L 3"x3"x1/4"x0'-4" LG.
ANCHORED TO PRECAST BASE WITH ONE
" x 6" LG. STAINLESS STEEL EXPANSION BOLT
WITH 4-1/4" EMBEDMENT. (TYP. @ 4 EQUALLY
SPACED LOCATIONS AROUND BASE)
†" DIA. HOT-DIPPED GALVANIZED HEADED
BOLT CAST IN BASE SLAB WITH 5"
EMBEDMENT. (TYP. @ 4 EQUALLY SPACED
LOCATIONS AROUND BASE)
12" MIN.
96" DIA. X 12" THICK
PRECAST CONCRETE SLAB W/ HANDLING HOOKS
(f'c = 5000 PSI CONCRETE)
FLOW
#4 EPOXY COATED BARS
@ 12" O.C. EACH WAY
#5 @ 10" O.C. EACH WAY TOP
& BOTTOM REINFORCEMENT
GRADE 60
ELEV.930.75
ELEV.929.00
PLAN
AA
HOT DIPPED GALVANIZED
GRATE IN 2 SECTIONS
1 4" X 11 2" FLAT BAR
(ROLLED TO PROVIDE
OUTER RING)
B
B
GALVANIZED LIFT
HANDLE (TYP)
GALVANIZED HINGES (TYP)
10 CU. YDS. RIPRAP
CLASS III W/20 SY
GEOTEXTILE FABRIC TYPE
IV
N.T.S.
FLOW
PLACE LOW SIDE
OF STRUCTURE
TOWARDS POND
THREE PIECE
GRATE
INV.920.00
36"RCP
3"MIN.
60"DIA.
PRECAST RCP
BOT.919.00
SECTION A-A
PLAN VIEW-AT GRADE
48" SLUICE GATE AS
MANUFACTURED BY
FONTAINE (SERIES 50
MODEL 502) OR
APPROVED EQUAL
INV.923.21
2"CLEAR COVER
TOP & BOTTOM
36"RCP
12" MIN.
GRAVEL ACCESS
ELEV.926.00
4' x 7' x 1'
CONCRETE WALL
CENTERED IN MANHOLE
DRILL & GROUT REBAR IN
BASE AND WALL OF MANHOLE
6"MIN.
48"DIP CAST IN
WALL WITH
FLANGED END
TO ACCEPT
SLUICE GATE
STEPS - 16" O.C.
NORTH SIDE & BOTH
SIDES OF WALL
SCALE: NONE
A BASE ANCHOR DETAIL
BASE ANCHORAGE
- 4 @ 90^
SEE DETAIL A
COMPACT BACKFILL TO
98% STANDARD PROCTOR
DRY DENSITY. COMPACT
IN MAX. 8" LIFTS. (TYP.)
MnDOT 3733 TYPE V GEOTEXTILE
12" MIN. FINE FILTER AGGREGATE
MnDOT 3149.2J
45°
COMPACT TO 98% STANDARD
PROCTOR DENSITY (ASTM D698)
REINFORCED CONCRETE
PIPE SECTION
REINFORCED PRECAST
CONCRETE BASE
PAINT ALL CONNECTION ITEMS WITH
HEAVY COAT OF BITUMASTIC PAINT
6" MIN.
HOT-DIPPED GALVANIZED L 3"x3"x1/4"x0'-4" LG.
ANCHORED TO PRECAST BASE WITH ONE
" x 6" LG. STAINLESS STEEL EXPANSION BOLT
WITH 4-1/4" EMBEDMENT. (TYP. @ 4 EQUALLY
SPACED LOCATIONS AROUND BASE)
†" DIA. HOT-DIPPED GALVANIZED HEADED
BOLT CAST IN BASE SLAB WITH 5"
EMBEDMENT. (TYP. @ 4 EQUALLY SPACED
LOCATIONS AROUND BASE)
12" MIN.
72" DIA. X 12" THICK
PRECAST CONCRETE SLAB W/ HANDLING HOOKS
(f'c = 5000 PSI CONCRETE)
FLOW
#4 EPOXY COATED BARS
@ 12" O.C. EACH WAY
#5 @ 10" O.C. EACH WAY TOP
& BOTTOM REINFORCEMENT
GRADE 60
ELEV.930.25
ELEV.929
PLAN
AA
HOT DIPPED GALVANIZED
GRATE IN 2 SECTIONS
1 4" X 11 2" FLAT BAR
(ROLLED TO PROVIDE
OUTER RING)
B
B
GALVANIZED LIFT
HANDLE (TYP)
GALVANIZED HINGES (TYP)
10 CU. YDS. RIPRAP
CLASS III W/20 SY
GEOTEXTILE FABRIC TYPE
IV
N.T.S.
FLOW
PLACE LOW SIDE
OF STRUCTURE
TOWARDS POND
THREE PIECE
GRATE
OUTLET CONTROL STRUCTURE DETAIL
DESIGN SPECIAL 2 - (STR. NO. 5100B)
OCS 2
1
C5.04
2
C5.04
NOTES:
1. ALL FASTENERS INSIDE MANHOLE SHALL BE STAINLESS STEEL.
2. TIE ALL PIPING JOINTS WITHIN 20' OF THE STRUCTURE OR TO CONCRETE FLARED END SECTION,
WHICHEVER IS GREATER (INCIDENTAL).
3. ALL MANHOLE SECTION JOINTS SHALL HAVE CONFINED GASKET JOINTS AND RUBBER GASKETS TO MEET
THE REQUIREMENTS OF ASTM C-443 AND MnDOT SPEC 3726.
4. ALL LIFTING HOLES SHALL BE SEALED WITH GROUT.
3"3"
3"
6"
3" MINIMUM
UNDER TILE
BURRITO WRAP TRENCH AND PEA
ROCK WITH GEOTEXTILE FABRIC
PEA ROCK AROUND TILE
6" DRAIN TILE - REFER TO PLAN
FOR INVERT AND LOCATION.
3
C5.04
UNHEATED STRUCTURE SUBBASE
NOT TO SCALE
NOTES:
1.BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S
REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL.
REFER TO STRUCTURAL PLANS FOR SLAB
PREPARED SUBGRADE
5'-0"1
3
6'
-
0
"
SAND SUBBASE
NOT TO SCALE
SECTION VIEW
FOAM DIMENSIONS
SHOWN ON DETAILS
2"
FOAM
11
2"
FOAM
1"
FOAM
2'
4"
10" MIN. IN
AREAS OF FOAM
4
C5.04
FOAM INSULATION AT
DOORS & FROST FOOTED STOOPS
NOT TO SCALE
C5.05
9
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
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 65 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
CIVIL DETAILS
C5.05
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
17
C5.05
NOT TO SCALE
POST TOP
REFER TO PLAN
FOR SPECIFIC SIGN
METAL SIGN
31
2" FLANGED CHANNEL SIGN
POST PER Mn/DOT 3401
INSTALL AT CORNERS OF ALL FIELDS AND
AT OUTFIELD FOUL LINES OF SOFTBALL FIELDS
PINS SHALL BE INSTALLED BY A REGISTERED
LAND SURVEYOR
6"
1'
-
6
"
FIELD MARKING PINS18
C5.05
NOT TO SCALE
FINISH GRADE OF FIELD
FIELD MARKING PIN
15
C5.05
CATCH BASIN AT PAVEMENT EDGE
NOT TO SCALE
C5.05
11
CATCH BASIN CASTING
SLO
P
E
T
O
W
A
R
D
S
CAS
T
I
N
G
A
T
2
%
R5'
ASPHALT PAVEMENT
EDGE OF ASPHALT
PAVEMENT PROJECTED
2"
11
C5.05
LIGHT DUTY ASPHALT PAVEMENT
NOT TO SCALE
PAVEMENT LIMIT AS SHOWN
ON PLAN
2" 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
14
C5.05
HAUL ROAD SECTION
NOT TO SCALE
DELINEATED
WETLAND
BOUNDARY
18" - 3" CLEAR CRUSHED STONE
WATERS
EDGE /
SHORE
PROPOSED SHEET PILING
OR SIMILAR, DESIGNED BY
CONTRACTOR
12" STABILIZED AGGREGATE BASE
TEMPORARY CONSTRUCTION ROAD SURFACE
EXISTING PATH
12" MIN. SUBGRADE
PREPARATION
2% SLOPE
MATCH EXISTING GRADES AT BUILDING
EXISTING BUILDING
11
.
5
"
2"
2"
12
C5.05
MEDIUM DUTY ASPHALT PAVEMENT
(WITH SAND BASE EDGE CONDITION)
NOT TO SCALE
PAVEMENT EDGE AS SHOWN ON PLAN
TYPICAL EDGE TREATMENT
WITHOUT CURB AND GUTTER
1.5" ASPHALT WEAR COURSE
TACK COAT
2" ASPHALT BINDER COURSE
8" STABILIZED AGGREGATE BASE
18" SAND SUBBASE
12" MIN. SUBGRADE PREPARATION
GEOTEXTILE FABRIC
14
"
2"
2"
13
C5.05
HEAVY DUTY ASPHALT PAVEMENT
(WITH SAND BASE EDGE CONDITION)
NOT TO SCALE
PAVEMENT EDGE AS SHOWN ON PLAN
TYPICAL EDGE TREATMENT
WITHOUT CURB AND GUTTER
1.5" ASPHALT WEAR COURSE
TACK COAT
2.5" ASPHALT BINDER COURSE
10" STABILIZED AGGREGATE BASE
24" SAND SUBBASE
12" MIN. SUBGRADE PREPARATION
6"
6"
12"
12"
5'-0" TAPER
SLOPE TOP OF CURB DOWN TO GUTTER
C5.05
1
B-612 CURB TERMINATOR2
C5.05
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 & GUTTER5
C5.05
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.)
12"
4'
12"
12"
C5.05
5
D-412 CURB TERMINATOR6
C5.05
NOT TO SCALE
10' T
R
A
N
S
I
T
I
O
N
C5.05
1
C5.05
5
CURB TRANSITION D-412 TO B-6127
C5.05
NOT TO SCALE
PROVIDE EXPANSION
JOINT AT ENDS
OF TRANSITION (TYP.)
5
1 2"7"
2'-0"
1'-0"C5.05
11
CONCRETE VALLEY GUTTER8
C5.05
NOT TO SCALE
CONCRETE VALLEY
GUTTER
MIN. 6" STABILIZED AGGREGATE BASE
TO BE PLACED BY PAVING CONTRACTOR
TURFGRASS FLUSH
WITH TOP OF WALK
WALK WIDTH AS
LABELED ON PLAN MI
N
.
4
"
DE
P
T
H
C5.05
11
C5.05
12
C5.05
1
CONCRETE WALK9
C5.05
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
12"
36"
10
"
CONCRETE SLAB10
C5.05
NOT TO SCALE
CAULK AT SURFACE
6" STABILIZED AGGREGATE BASE TO BE
PLACED BY PAVING CONTRACTOR
STRUCTURE
8" CONCRETE SLAB
6" STABILIZED AGGREGATE BASE TO
BE PLACED BY PAVING CONTRACTOR
THICKENED SLAB AT ALL SIDES
NOT ADJACENT TO STRUCTURE
CONCRETE FLUSH WITH
ASPHALT PAVEMENT
EXPANSION JOINT
PREPARED SUBGRADE
8'' CONCRETE SLAB
HE
I
G
H
T
V
A
R
I
E
S
R
E
F
E
R
T
O
P
L
A
N
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 BE EVEN AND NOT
EXCEED 10' O.C.
5. BOTTOM RAIL SHALL BE PLACED NO MORE
THAN 2" ABOVE FINISH GRADE.6"
CHAIN LINK FENCE19
C5.05
NOT TO SCALE
15
8" TOP RAIL
CHAIN LINK FENCE
15
8" BOTTOM RAIL
FINISH GRADE
CONCRETE FOOTING 12" x 48"
FOR END, CORNER, GATE,
AND PULL POSTS
HE
I
G
H
T
V
A
R
I
E
S
R
E
F
E
R
T
O
P
L
A
N
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 BE EVEN AND 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
20
C5.05
NOT TO SCALE
C5.05
22
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
NOTE:
PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING
WHEN FULLY CLOSED AND LATCHED.
GATE LATCH21
C5.05
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 STRIP22
C5.05
NOT TO SCALE
AGLIME
1
2" RADIUS
(TYPICAL)
FINISH GRADE AT MAINTENANCE STRIP SHALL
BE 1" ABOVE SOD AND FLUSH WITH AGLIME
(2) #4 REBAR
1" DEPTH CONSTRUCTION JOINT
TOPSOIL 1" BELOW CONCRETE
COMPACTED SUBGRADE
1'' DEPTH CONSTRUCTION JOINT AT EACH
POST AND AT MIDPOINT BETWEEN POSTS
POST
(2) #4 REBAR
40'-0" CENTER SECTION
10'-0"
10
'
-
0
"
20'-
0
"
W
I
T
H
O
V
E
R
H
A
N
G
10'-0"
10
'
-
0
"
4
0
'
-
0
"
10'-0"
10'-0"
SECTION
5'
-
0
"
4'
-
6
"
18
'
-
0
"
12
'
-
0
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
ELEVATION
40' WINGS
PLAN
135°
TYP.
12'' WHERE
A
P
P
L
I
C
A
B
L
E
40
'
-
0
"
HOODED BACKSTOP23
C5.05
NOT TO SCALE
C5.05
22
C5.05
22
4" NOM. DIAM.
POSTS (TYP)
MAINTENANCE STRIP
4" NOM. DIAM. POSTS (TYP)
15
8" NOM. DIAM. RAILS
TACK WELD HOOD MOUNTING BRACKETS
TO POSTS FOR SECURE ATTACHMENTS
MAINTENANCE STRIPFABRIC ON LOWER 6' OF BACKSTOP
(CENTER SECTION AND WINGS) SHALL
BE #6 GAUGE FABRIC. ALL OTHER
FABRIC SHALL BE #9 GAUGE
16" X 60" FOOTINGS
10'-0" TAPER
12"
12"
6"
6"
C5.05
1
B-612 REVERSE CURB TERMINATOR3
C5.05
NOT TO SCALE
TOP OF CURB UNIFORM
ELEVATION / SLOPE
SLOPE GUTTER UP
TO TOP OF CURB
NOTE:
SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.
2"
3'
-
6
"
3'
-
0
"
12"
18
"
SIGN: WHITE LEGEND AND
BORDER ON BLUE
BACKGROUND FULLY
REFLECTORIZED
1'-6"
1'
-
0
"
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
)
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 BOLLARD
16
C5.05
NOT TO SCALE
POST TOP METAL SIGN ACCORDING TO MN STATE
STATUTE 169.346 (MNMUTCD R7-8m)
PROVIDE "VAN ACCESSIBLE"
LABELING (MnMUTCD R7-8bP)
- PROVIDE AT ONE STALL
31
2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
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.
10° SLOPE
CONCRETE
(MN/DOT 3A32
OR EQUAL)
FILL BOLLARD WITH CONCRETE
7"
2'-0"
6'' MIN.
3'
'
C5.05
11
CONCRETE RIBBON CURB4
C5.05
NOT TO SCALE
CONCRETE RIBBON CURB
AGGREGATE BASE TO BE PLACED BY
PAVING CONTRACTOR (4'' MIN.)
TYPICAL AT
TURFGRASS AREAS
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 GUTTER1
C5.05
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
NOT TO SCALE
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 66 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C5.06
CIVIL DETAILS
1'-0"
MIN
1'-0"
MIN
CONIFEROUS TREE6
C5.06
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 TREE7
C5.06
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
6'
'
EQUAL
EQ
U
A
L
PLAN
SECTION
12
"
PERENNIALS AND CONTAINER
GROWN PLANT STOCK
8
C5.06
NOT TO SCALE
EDGING
PLANT ALL PERENNIALS AND
CONTAINER GROWN PLANT STOCK
AT EQUAL TRIANGULAR SPACING
4" DEPTH WOOD MULCH
PLANTING SOIL
9"
(MIN.)
9"
(MIN.)
SHRUB9
C5.06
NOT TO SCALE
NOTE: WATER SHRUBS THOROUGHLY AT TIME OF
PLANTING. PRUNE SHRUBS TO REMOVE DEAD,
DAMAGED, AND BROKEN BRANCHES.
WOOD MULCH, MIN. 4'' DEPTH
EDGING
ROOT BALL OR POT
PLANTING SOIL
UNDISTURBED SOIL OR
COMPACTED SUBGRADE
SET SHRUB AT FINISH GRADE. ADJUST
SHRUB AS REQUIRED SO THAT ROOT
COLLAR STANDS LEVEL TO, OR
SLIGHTLY ABOVE, FINISH GRADE.
4"
M
I
N
.
WOOD MULCH BED10
C5.06
NOT TO SCALE
FINISH GRADE
6'' MIN TOPSOIL EDGING
FINISH GRADE
WOOD MULCH
SUBGRADE
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 ASSEMBLY20
C5.06
NOT TO SCALE
DO NOT USE SIDE INLET
HIGH POP HEAD
TRIPLE SWING ASSEMBLY: (1) 8"
SCH 80 THREADDED NIPPLE (3)
MARLEX STREET ELLS INLET SIZE
DIAMETERS
LATERAL LINE
6" ROTARY SPRINKLER18
C5.06
NOT TO SCALE
FINISHED GRADE
MODEL PROS-06-PRS30-CV
SWING JOINT
LATERAL TEE OR ELBOW
LATERAL PIPE
6" POP-UP SPRAY SPRINKLER19
C5.06
NOT TO SCALE
FINISHED GRADE
POP-UP SPRAY SPRINKLER
PVC SCH 80 NIPPLE
PVC SCH 40 ELL
PVC SCH 40 STREET ELL
PVC SCH 40 STREET ELL
PVC SCH 40 TEE OR ELL
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 REQUIREMENTS12
C5.06
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
A
A
A
A
A
A
A
A
A
A
MV
FS
IV
ARV
QCV
RCV
MS
GR
SB
FC
# 2
# 2
# 2
# 4
# 3
# 2
# 2
# 4
# 3
# 3
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Master valve
Flow sensor
Isolation Valve
Air release valve
Quick coupler valve
Remote control valve
Moisture sensor
Grounding rod
Splice box
Future connection
PW A DFV # 3 Green Drip Flush Valve
ISOLATION VALVE14
C5.06
NOT TO SCALE
18" BELOW
GRADE
FOUR COMMON BRICK
SUPPORTS.
10" DIA. PVC PIPE EXTENSION,
LENGTH AS REQUIRED.
PVC MAIN LINE.
SLIP/THREAD COUPLING.
6" LONG SCHEDULE 80
THREADED NIPPLE.
SET BOX FLUSH TO GRADE AT LAWN.
SET BOX 2" ABOVE GRADE AT SHRUBS.
ISOLATION VALVE AS SPECIFIED.
FINISH GRADE.
10" DIAMETER ROUND SERVICE
BOX, SEE SPECIFICATIONS.
IRRIGATION TRENCHING11
C5.06
NOT TO SCALE
12
"
I
N
PL
A
N
T
I
N
G
AR
E
A
24"
MIN.
1'
-
6
"
I
N
P
L
A
N
T
I
N
G
A
R
E
A
6"
NOTES:
1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE.
2. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT
IF REQUIRED.
3. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT.
4.DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN.
PAVEMENT
NON-PRESSURIZED LINE
(LATERAL LINE).
DETECTABLE LOCATOR TAPE.
PRESSURIZED LINE (MAIN LINE).
FINISHED GRADE
DIRECT BURIAL LOW VOLTAGE
CONTROL WIRES.
PIPE BENEATH PAVEMENT13
C5.06
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
DECODER 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 LATERAL LINE, SLEEVE UNDER
PAVING TO BE TWO TIMES THE DIAMETER
OF THE LATERAL LINE.
PAVEMENT
BASE ROCK
12
"
(
M
I
N
)
NOTES:
1. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS
UNDISTURBED ADJACENT SOIL.
2. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES.
3. ALL WIRES SPLICES TO BE MADE INSIDE VALVE BOXES.
4"
4"
PVC LATERAL
VALVE BOX W/ COVER
WATER PROOF
CONNECTION
(1 OF 2)
30" LINEAR LENGTH
OF WIRE, COILED
ELECTRIC ZONE VALVE
FINISH GRADE
BRICK SUPPORTS (1 OF 4)
PVC MAINLINEPEA GRAVEL SUMP
VALVE BOX & SUMP15
C5.06
NOT TO SCALE
FINISH GRADE
10" CIRCULAR SERVICE
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 COUPLER VALVE16
C5.06
NOT TO SCALE
FINISH GRADE
APPROVED BACKFILL
GEAR-DRIVEN ROTOR
MANUFACTURED SWING JOINT
LATERAL TEE
LATERAL PIPE
ROTOR SPRINKLER17
C5.06
NOT TO SCALE
PANIC BAR EXITING DEVICE
TOUCH BAR
POST
BOLT KEEPER
LATCH
LOCK CASE COVER
PANIC BAR PLATE PER
MANUFACTURER'S
INSTRUCTIONS
PANIC HARDWARE5
C5.06
NOT TO SCALE
9'
-
0
'
'
R
A
D
I
U
S
34"
2'
-
0
"
6"
5'
-
0
"
5'-2"28"
6"
10'-0"
6"
6"
22"
PLAN
ELEVATION
18
"
1'
-
0
"
24"
UN
I
F
O
R
M
SL
O
P
E
D
O
W
N
UN
I
F
O
R
M
SL
O
P
E
D
O
W
N
1" PER FOOT
SLOPE
UNIFORM
SLOPE
1'1'1'1'1'1'1'1'1'1'
1"2"3"4"5"6"7"8"9"10"
9'-0'' TO CENTER OF MOUND
9'-0'' TO CENTER
OF MOUND
10
"
6"
TO
HOME
PLATE
60' - 6" FROM EDGE OF RUBBER TO BACK TIP OF
HOME PLATE (WHITE SECTION)
PITCHER'S RUBBER
PITCHER'S
MOUND
CLAY
SAND SUBBASE TO FILL
ANNULAR SPACE
MOUND TABLE LEVEL
WITH PITCHER'S RUBBER
MOUND
TABLE
LIMITS
PITCHERS
RUBBER
1
C5.06
PITCHING MOUND
NOT TO SCALE
60' - 6" FROM EDGE
OF RUBBER TO BACK
TIP OF HOME PLATE
(WHITE SECTION)
SLOPE AT 1'' PER FOOT UNIFORM SLOPE
18"
COMBINATION GOAL POST2
C5.06
NOT TO SCALE
24
'
-
0
'
'
GROUND SLEEVE INSTALLATION OPTIONS
GROUND LEVEL
30
'
'
39
"
3
6
"
Gr
o
u
n
d
Sl
e
e
v
e
3"
24"
60
"
4'-0''
GROUND LEVEL
36
"
24'-4"
Ground Sleeve Centerlines
23'-4"
11
'
-
3
"
10
'
-
0
'
'
8'
-
0
'
'
15"
HOISTING ROPE PULLEY
Ø6" ALUMINUM POST (0.188" WALL 6061T6)
PLASTIC CAP
PEAR CLIP (STAINLESS STEEL)
HEAVY DUTY BRAIDED
NYLON ROPE (BLACK)
CLEAT AND HARDWARE (GALVANIZED)
POST DEBRIS COLLAR
REFER TO PLAN FOR
GROUND TREATMENT
STOP BOLT
ALUMINUM GROUND SLEEVE
(0.156" WALL 6063T6)
30
'
T
O
T
A
L
H
E
I
G
H
T
2
2
'
H
I
G
H
N
E
T
T
I
N
G
O
V
E
R
8
'
H
I
G
H
F
E
N
C
E
6"CR
U
S
H
E
D
ST
O
N
E
POURED CONCRETE FOOTING
NOTES:
1. POST SPACING IS 20' O.C. MAX.
2. CHAIN LINK FENCE SHALL BE ATTACHED TO
PROTECTIVE NETTING SYSTEM.
3. CHAIN LINK FENCE POST SPACING SHALL BE 20' O.C.
THROUGH PROTECTIVE NETTING SYSTEM.
PAVEMENT
7'
-
6
"
5'
-
5
"
CHAIN LINK FENCE
HEIGHT VARIES - REFER TO PLANS
SAFTEY NETTING SYSTEM3
C5.06
NOT TO SCALE
NOT TO SCALE
4
C5.06
NOT USED
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 67 of 113
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
C5.07
CIVIL DETAILS
HSS STEEL
TERMINATION POLES,
DIRECT EMBEDMENT
(EMBEDMENT VARIES)
NE
T
H
E
I
G
H
T
3
0
'
O
R
4
0
'
(V
A
R
I
E
S
)
STRUCTURE BY OTHERS
BLACK ULTRA CROSS KNOTLESS DYNEEMA NETTING
OR
BLACK #36 NYLON NETTING,
1 3
4" SQUARE MESH WITH ROPE BOUND PERIMETER
BACKSTOP NETTING SYSTEM2
C5.07
NOT TO SCALE
DETAIL C
135°0'0"135°0'0"
20
'
-
0
"
30
'
-
0
"
(VA
R
I
E
S
)
30'-0" CENTER SECTION
40'-0" CENTER SECTION
(VARIES)
12'' WHERE
APPLICABLE
2
0
'
-
0
"
3
0
'
-
0
"
(
V
A
R
I
E
S
)
5'
-
0
"
4'
-
6
"
20' WINGS
30' WINGS
(VARIES)
VA
R
I
E
S
PLAN
ELEVATION
SECTION
C5.05
22
C5.05
22
4" NOM. DIAM.
CORNER POSTS (TYP)
MAINTENANCE STRIP
MAINTENANCE
STRIP16" X 60" FOOTINGS
DRAWN @ 0.5 size
20
'
24
"
4"
SAFETY NETTING / CURB
GROUND SLEEVE
1
C5.07
NOT TO SCALE
3/8" STOP BOLT 8"x8" CONCRETE FOOTING
10' HIGH, 2'' Ø SCH. 40 ALUMINIUM
UPRIGHT, MAX SPACING 20' O.C.
CONSTRUCTION JOINT AT EACH POST
AND MIDWAY BETWEEN POSTS
REFER TO PLAN FOR
SURFACE TREATMENT
8''x14'' CONCRETE
CURB
GROUND SLEEVE
2.5" Ø SCH. 40
ALUMINUM PIPE
NOT TO SCALE
6"
3'
-
6
"
5'
-
0
"
EQUAL EQUAL
NOTES:
1.GATE SHALL BE LEVEL ACROSS DRIVE. ADJUST HEIGHT ABOVE CURB AS REQUIRED.
2.PROVIDE SHOP DRAWINGS OF GATE, HINGE POST AND KEEPER
3.FINISH ENTIRE GATE WITH PRIMER AND MIN. 2 COATS OF PAINT. CONFIRM COLOR
WITH ENGINEER / LANDSCAPE ARCHITECT
51
2"
71
4"
61
4"
11
2"
31
4"
11
2"
13'-3" TO CENTER
OF POST (VERIFY)
6"
1'
-
6
"
GATE KEEPERGATE KEEPER PINGATE KEEPER PLAN
2" - 3"
VEHICLE GATE4
C5.07
NOT TO SCALE
SHT#
DET#2"X3" STEEL RECT.
TUBE FRAME
1" SQ. STEEL BRACING
WELDED TO FRAME
6" SQ. STEEL POST
FILLED W/ CONCRETE
SEE NOTE 1
18" DIAM. CONCRETE FOOTINGS
HOLE TO RECEIVE
1" STEEL PIN
WELD1
2" STEEL PLATE
1
2" STEEL PLATE
WELD
WELD
3" SQ. STEEL POST
FILLED W/ CONCRETE
DETERMINE KEEPER PIN
ELEVATION IN FIELD
15" DIAM. BY 4' DEEP
CONCRETE FOOTINGS
VEHICLE GATE LATCH5
C5.07
NOT TO SCALE
LATCH IN OPEN POSITION
LATCH IN CLOSED POSITION
RECTANGULAR
TUBE FRAME
LATCH RECEIVER (ONE
EACH SIDE OF LATCH)
11
2'' LONG HANDLE (ONE
ON EACH SIDE OF LATCH)
LATCH HINGE
PROVIDE MECHANISM TO
ALLOW GATE TO BE
SECURED WITH PAD LOCK
LATCH ARM (ONE ON
EACH SIDE OF GATE)
NOTE:
PROVIDE ONE SWING STOP FOR EACH GATE POST.
PROVIDE ADEQUATE LENGTH
SUCH THAT GATE SWING IS
STOPPED AT 90° ANGLE1"
M
I
N
I
M
U
M
42
"
10"
SHT#
DET#
VEHICLE GATE SWING STOP6
C5.07
NOT TO SCALE
WELD SWING STOP TO
HINGE PLATE (TYP)
GATE
POST
WELD SWING
STOP TO
GATE POST
VEHICLE GATE ARM
SWING STOP
VEHICLE GATE ARM
HINGE
GATE
POST1
2" THICK STEEL ANGLE
PROVIDE ADEQUATE SPACE TO ALLOW
GATE TO SWING TO OPEN POSITION
HINGE PLATE
HINGE PIN
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 68 of 113
IC
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=
9
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15"FES
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15" RC
P
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15
"
P
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T
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3"W(P)
3"W(P)
3
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(
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8
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(
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6"W
6"W
W
W
6
"
W
6"
W
8"W
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
INV=
BH
941.5
927.9
TOP=
INV
=
CB 941.
1
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=
9
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TOP=
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SMH
940.9
927.3 NE
INV=931.9 S
TOP=
INV=
SMH
930.8
926.2 N
INV=926.4 S
GENE
R
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GENE
R
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WOODEN
PLANTER
1-4 STORY BRICK BUILDINGROSEMOUNT HIGH SCHOOL3335 142ND ST W, ROSEMOUNT, MN 55068
40.2
6
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164.2
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3
.
859.03.522.0
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3
1
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3
.
2
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2
0
.
9
31.0
111.6
1
3
.
0
2.0
4
2
.
9
98.74
3
.
8
3.6
1
2
.
9
1
1
.
8
3.8
4
4
.
0
L=5.8
L=5.6
L=5.4
L=5.3
L=5.3
L=5.1
22.9
M
A
I
N
T
E
N
A
N
C
E
G
A
R
A
G
E
DETAIL
NO SCA
L
E
O
V
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R
H
A
N
G
8
4
.
0
GENE
R
A
T
O
R
O
N
CONC
P
A
D
TOP=
INV=
SMH
939.8
933.0SW
INV=929.0NW
10
"
P
V
C
S
T
S
6" PVCST S
12" PV
C
S
T
S
30" RC
P
ST S
15" PV
C
ST S
SMH
TOP=939.2
BOTTOM TANK=930.1
NO VISIBLE PIPES
B I T U M
I
N
O
U
S
B I T U M
I
N
O
U
S
9
3
9
938
939
94
0
941
941
930
935
929
926
927
928940
945944943
942941
939
938
937
936
935
934
933
941
942
94
0
94
294
5
94
6
94
7
94
8
94
9
95
0
939
938
939
940
CONC
CONC
CONCCONC
CONC
CONC
CONCRE
T
E
CONCRE
T
E
CONCRE
T
E
U
G
E
U
G
E
UG
E
UGE
UGE
UGE
G R A S
S
G R A S
S
G R A S
S
G R A S
S
4 FT.
WROUGHT
IRON FENCE
CO
N
C
CONC
TNH=944.85
TNH=932.14
TNH=944.63
TNH=943.95
TNH=942.53
30" RCPST S
G R A V E L
G R A
V
E
L
KEYSTONE
WALL
CONC
STEPS
SAN
TOP=939.3
TOP CAPPED PIPE=935.8
SAN
TOP=939.2
B I T U M I N O
U
S
CONCRETE
G R
A
V
E
L
CONC
CONC
2
0
.
5
1
.
2
5
.
0
43.0
5
.
0
2
.
0
2
.
0
49.5
2
.
0
6
.
7
5
.
0
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
66.6
6
2
.
4
33.1
PERGOLABITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
BITU
M
I
N
O
U
S
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE
KEYSTONE
WALL
KEYSTONE
WALL
KEYSTONE
WALL
6 FOOT
CHAIN LINK
FENCE CO
N
C
R
E
T
E
G R A V E L
B
I
T
U
M
I
N
O
U
S
T R E E S
T R E E S
T R E E S
T R E E S
BUILDING FOOTPRINT = 208,389 SQ. FT.
945
950
955
9
6
0
965
970
975
980
9
8
0
975
9
7
0
9
7
0
9
7
5
9
8
0
9
8
5
95
596096
5
97
0
976
977 978
979
981
982 983
984
974
972
973971
981
9
7
9
9
7
8
977
9
7
6
97
4
9
7
3
972
97
1
96
9
968
98
4
983
9
8
2
9
8
1
9
7
9
9
7
8
9
7
6
9
7
2
9
6
8
9
6
7
9
6
6
9
6
9
968
9
6
7
9
6
69
6
4
9
6
3
9
6
2
9
6
1
9
5
9
9
5
8
9
5
7
9
5
6
954
953
952
951
949
948
947
946
944
942
943
943
944
946 94
7
948949
9
6
3
9
6
1
W
(
P
)
W (P)
W
(
P
)
W
(
P
)
W (P)
13
14
15
16
18
19
20
21
23
12
11
12" PV
C
25
26
27
1
22
2
3
4
5
6
7
8
9
10
6"
F
M
(
P
)
P
A
V
E
R
S
RD
RD
RD
BE
VP
RD
BE
14"SPR
RDRD
RD
RD
CONC
.
942
RD
RD
BE
RD
2.14"BAS
24"MPL
942
BE
RD
RD
RD
B
E
RD
RD
LA
2"ARB 13"MPL
KEYSTO
N
E
WALL
CONC
.
942
F
O
L
F
O
L
FOL
FO
L
FOL
FOL
FOL
UGC
UG
C
UGC
UGC
U
G
C
UGC
UGC
UGC
U
G
C
6
6
I
>
>
>
>
>
>
>
>
>>
>>
>>
>>
D
>
>
>>
>>
D
>>
D
EP: 22
+
2
6
.
9
9
EP
:
6
+
4
2
.
1
7
>>>>
>>
D
>>
>>
D
>>
>>
>>
>>>>
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>>
>>
>
>
>>
>>
>>
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>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
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>>
>>
>>
>>
>>
>>
>>
D
D
0
1
2
3
3
BP
:
0
+
0
0
.
0
0
PI:
0
+
5
0
.
2
9
PI: 1+84
.
9
0
PI:
2
+
7
0
.
9
2
PI
:
3
+
3
1
.
3
0
EP: 3+51.78
0
1
1
BP: 0
+
0
0
.
0
0
PI: 0+
0
4
.
5
3
PI: 0+4
1
.
8
5
E
P
:
1
+
1
4
.
7
4
0
0
B
P
:
0
+
0
0
.
0
0
P
I
:
0
+
2
2
.
2
1
EP
:
0
+
8
5
.
9
4
0
0
BP: 0
+
0
0
.
0
0
EP: 0
+
9
5
.
3
1
I
I
I
I
I
I
>>
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PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING ADDITION 2
PROPOSED BUILDING ADDITION 3
PROPOSED BUILDING ADDITION 4
PROPOSED BUILDING ADDITION 5
PROPOSED BUILDING ADDITION 6
DRI -2
ST-108
ST-109
ST-110
ST-111
ST-112
ST-113
ST-114
ST-115
ST-116
ST-117
ST-118
ST-131
ST-132
ST-133
ST-134
ST-135
ST-136
(213) PA
(31) PA
(714) PA
(244) PA
(110) PA
(117) PA
R
FEETSCALE
0
HORZ.
30 60 I0.01
IRRIGATION PLAN
WEST
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
Q T H TT TQ F
12 12 12 12 12 12
Q T H TT TQ F
15 15 15 15 15 15
1000 2000 3000
M
C
RS
FS
poc
2.0 SP
F
A
O
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
TURF SPRAY SPRINKLERS - 6'' POP-UP
SHRUB SPRAY SPRINKLERS - 12'' POP-UP
TURF ROTARY SPRINKLER - 6'' POP-UP
TURF ROTOR - 4IN. POP-UP
PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION
DRIP CONTROL VALVE KIT
DRIPLINE FLUSH VALVE
AIR RELIEF VALVE
DRIP SYSTEM OPERATION INDICATOR
AREA TO RECEIVE DRIPLINE
LEGEND
X
X
QUICK COUPLER VALVE
PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION
PROPOSED FLOW SENSOR
PROPOSED POINT OF CONNECTION
PROPOSED IRRIGATION CONTROLLER
PROPOSED RAIN SENSOR
PROPOSED LINE SURGE PROTECTOR
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
PROPERTY LINE
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING.
3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER
COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION.
4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD
AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE.
BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL
SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE.
5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL.
6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT
THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY
PRESSURE DIFFERS.
7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM.
8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION.
9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21.
10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26.
11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND
LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7
PRESSURE RATED PIPE.
12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26.
13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES
DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION.
14.USE TEFLON TAPE ON ALL THREADED JOINTS.
15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED
GRADE.
16.PLACE ALL VALVES IN SERVICE BOXES.
17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL
SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 1
2" BELOW FINISH GRADE OR 1
2"
BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN
ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS.
18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S.
19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS.
20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING
COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE
FALL FOLLOWING IRRIGATION SYSTEM COMPLETION.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 69 of 113
12" PVC
S
T
S
9
3
6
937
938
939
941
936
U
G
E
A R T I
F
I
C
I
A
L
T
U
R
F
F
I
E
L
D
G R A S
S
7 FOOT CHAIN
LINK FENCE
BITUMIN
O
U
S
6
"
W
(
P
)
6"
P
V
C
ST
S
30"RCP ST S
24
"
R
C
P
S
T
S
24"RCP ST S
1
5
"
P
V
C
S
T
S
3"W(P)
3"W(P)
8
"
W
(
P
)
8"W(P)
1
2
"
W
(
P
)
6"
W
6"W
W
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
TOP=
INV=
CB 941.1
935.8
T
O
D
R
O
P
INV=
9
3
6
.
4
S
W
8
.
3
0.6 1
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.
4
6
3
.
859.03.522.036.36.46
.
3
1
6
.
08.014.427.63
7
.
7
25.2
1
3
.
2
5.0
2
0
.
9
31.0
3
.
7
40.4
1
0
4
.
6
111.6
1
3
.
0
2.0
4
2
.
9
98.7
L=5.1
GENE
R
A
T
O
R
O
N
CONC
P
A
D
10
"
P
V
C
S
T
S
6" PVCST S
TOP=
INV=
SMH
934.8
927.2E,W
INV=924.3S
INV=923.7N 24" RCP ST S
12" RCPST S
42
"
R
C
P
S
T
S
B I T U
M
I
N
O
U
S
CONCRETE
935
934
9
3
5936937
934
935
935936
937938939
940
941
938
939
94
0
941
941
940
938
9399379
3
5
934
933
932
930
935
929
926
927
928
BLEACHERS
RU
B
B
E
R
S
U
R
F
A
C
E
G R
A
V
E
L
CONC
CONC
CONCRE
T
E
CONCRE
T
E
U
G
E
UGE
UGE
UGE UGE UGE UGE
U
G
E
U
G
E
U
G
E
UG
E
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
G R A S
S
CO
N
C
CONC
TNH=932.14
TNH=943.95
SPIKE=944.88
B I T U M I N
O
U
S
OHE
SHED
B I T U
M
I
N
O
U
S
OHU
B I T U M I N O
U
S
CONCRETE
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
BITUMINOUS
RU
B
B
E
R
S
U
R
F
A
C
E
RU
B
B
E
R
S
U
R
F
A
C
E
CONC
CONC
CONC
5 FOOT CHAIN
LINK FENCE
15 FOOT CHAIN
LINK FENCE
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
104.8
5
.
0
2
.
1
2
.
0
78.4
2
.
0
6
.
7
5
.
1
41.8
2
6
.
0
19.0 7
.
4
25.0 1
0
.
0
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CONC
.
942
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
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1
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16
1718
19
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PI: 12+51.
5
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1
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PI: 1+22.61
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-
0
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1
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+
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FM
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FM
FM FM FM FM FM FM FM
F
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0
1
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PI: 0+08.29
PC: 1+74.88
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:
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4
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:
4
+
6
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.
5
9
PT: 5+25.15
BS 1
INV: 924.50
MECH: XX'XX"
86 DFUs
LIFT STATION
RIM: 935.4
INV: 924.30 6" N
INV: 924.66 4" S
REFER TO C5.02
8' - 6" SCH 40 PVC @ 2.41%
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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PROPOSED BUILDING ADDITION 1
PROPOSED BUILDING
ST-101
ST-102
ST-103
ST-104ST-105ST-106
ST-107
ST-119
ST-120
ST-124
ST-125 ST-126
ST-136
(110) PA
(117) PA
R
FEETSCALE
0
HORZ.
30 60 I0.02
IRRIGATION PLAN
CENTRAL
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
Q T H TT TQ F
12 12 12 12 12 12
Q T H TT TQ F
15 15 15 15 15 15
1000 2000 3000
M
C
RS
FS
poc
2.0 SP
F
A
O
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
TURF SPRAY SPRINKLERS - 6'' POP-UP
SHRUB SPRAY SPRINKLERS - 12'' POP-UP
TURF ROTARY SPRINKLER - 6'' POP-UP
TURF ROTOR - 4IN. POP-UP
PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION
DRIP CONTROL VALVE KIT
DRIPLINE FLUSH VALVE
AIR RELIEF VALVE
DRIP SYSTEM OPERATION INDICATOR
AREA TO RECEIVE DRIPLINE
LEGEND
X
X
QUICK COUPLER VALVE
PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION
PROPOSED FLOW SENSOR
PROPOSED POINT OF CONNECTION
PROPOSED IRRIGATION CONTROLLER
PROPOSED RAIN SENSOR
PROPOSED LINE SURGE PROTECTOR
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
PROPERTY LINE
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING.
3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER
COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION.
4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD
AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE.
BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL
SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE.
5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL.
6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT
THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY
PRESSURE DIFFERS.
7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM.
8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION.
9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21.
10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26.
11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND
LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7
PRESSURE RATED PIPE.
12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26.
13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES
DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION.
14.USE TEFLON TAPE ON ALL THREADED JOINTS.
15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED
GRADE.
16.PLACE ALL VALVES IN SERVICE BOXES.
17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL
SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 1
2" BELOW FINISH GRADE OR 1
2"
BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN
ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS.
18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S.
19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS.
20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING
COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE
FALL FOLLOWING IRRIGATION SYSTEM COMPLETION.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 70 of 113
UGE
WETLAND FLAG SEE
GENERAL NOTES
SHED
MAINTENANCE MH
TOP =930.2
12" PVC
S
T
S
926
927
928
929 93
0
926 92792892
9
925
9
2
5
9
2
6
9
2
7
9
3
3
9
2
8
9
2
9
9
3
0
9
3
1
9
3
2
9
3
4
96
0
9
3
6
937
938
936
G R
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L
U
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UGEUGEUGE
B I T U M I N O U S
A R T I
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T
U
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F
F
I
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L
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G R A S
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G R A S
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G R A S
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CONCRETE
CONCRETE
CON
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T
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B I T U M I N O U S
CO
N
C
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
15 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN LINK
FENCE
BITUMIN
O
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S
CONC
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4
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G R A S S
6
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W
(
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30"RCP ST S
24
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R
C
P
S
T
S
24"RCP ST S
15
"
P
V
C
S
T
S
W
W
TOP=
INV=
CB
931.6
926.7 NE
INV=926.8 E
INV=927.8 S
8.4
3
7
.
4
22.9
3
9
.
5
68.3
8
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3
126.3
8
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3
0.6 1
6
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4
6
3
.
859.03
.
5
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36.36.46.31
6
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0
8.014.42
7
.
6
3
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7
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1
3
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2
5.0
2
0
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9
31.0
1
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4
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1
3
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0
GENE
R
A
T
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R
O
N
CONC
P
A
D
TOP=
INV=
SMH
934.8
927.2E,W
INV=924.3S
INV=923.7N 24" RCP ST S
42
"
R
C
P
S
T
S
935
934
932
930
935
929
926
927
928
UGE UGE UGE UGE
UGE
UG
E
G R A S
S
G R A S
S
TNH=932.14
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
BITUMINOUS
CONC
WALL
CONCRETE
CONCRETE
CONCRETE
G R
A
V
E
L
CONC
CONC
4
2
"
R
C
P
S
T
S
(
P
)
W
(
P
)
W
(
P
)
W (P)
18
19
20
21
23
24
22
TOP=
INV=
CB
928.4
924.6(W)
INV=924.7(S)
U
G
C
UGC
UGC
UGC
U
G
C
2
0
2
1
2
2
22
0
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6
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>
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>
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>
PI: 20+57.81
EP: 22
+
2
6
.
9
9
BP: 0+
0
0
.
0
0
BP: 0+00.00
PI: 0+76.72
PI
:
1
+
4
0
.
7
0
P
I
:
2
+
1
2
.
0
0
PI
:
2
+
9
0
.
1
6
PI
:
3
+
4
4
.
3
2
PI
:
4
+
2
9
.
2
6
PI
:
5
+
3
7
.
8
0
P
I
:
5
+
7
4
.
5
3
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:
6
+
4
2
.
1
7
>>>>
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>>
>>
POND 7P
BOTTOM ELEVATION: 916.00
BOTTOM AREA: 922 SF
EOF: 930.00
HWL: 929.84
NWL: 926.00
INFILTRATION BASIN 8P
BOTTOM ELEVATION: 923.00
BOTTOM AREA: 2,610 SF
EOF: 930.80
HWL: 928.60
WQV ELEVATION: 926.70
D
>>
D
>>
D
D
D
D
>>>>>>>>>>>>
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>D
2
2EP: 2+86.35
0
0
BP: 0
+
0
0
.
0
0
EP: 0
+
9
5
.
3
1
BS 1
INV: 924.50
>>>>
>>
>
>
>
>
>
>
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>>
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>
>
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>
>
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>>
PROPOSED BUILDING
ST-101
DRI -1
ST-102
ST-103
ST-110
ST-119
ST-120
ST-121
R
FEETSCALE
0
HORZ.
30 60 I0.03
IRRIGATION PLAN
EAST
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
Q T H TT TQ F
12 12 12 12 12 12
Q T H TT TQ F
15 15 15 15 15 15
1000 2000 3000
M
C
RS
FS
poc
2.0 SP
F
A
O
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
TURF SPRAY SPRINKLERS - 6'' POP-UP
SHRUB SPRAY SPRINKLERS - 12'' POP-UP
TURF ROTARY SPRINKLER - 6'' POP-UP
TURF ROTOR - 4IN. POP-UP
PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION
DRIP CONTROL VALVE KIT
DRIPLINE FLUSH VALVE
AIR RELIEF VALVE
DRIP SYSTEM OPERATION INDICATOR
AREA TO RECEIVE DRIPLINE
LEGEND
X
X
QUICK COUPLER VALVE
PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION
PROPOSED FLOW SENSOR
PROPOSED POINT OF CONNECTION
PROPOSED IRRIGATION CONTROLLER
PROPOSED RAIN SENSOR
PROPOSED LINE SURGE PROTECTOR
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
PROPERTY LINE
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING.
3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER
COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION.
4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD
AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE.
BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL
SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE.
5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL.
6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT
THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY
PRESSURE DIFFERS.
7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM.
8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION.
9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21.
10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26.
11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND
LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7
PRESSURE RATED PIPE.
12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26.
13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES
DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION.
14.USE TEFLON TAPE ON ALL THREADED JOINTS.
15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED
GRADE.
16.PLACE ALL VALVES IN SERVICE BOXES.
17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL
SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 1
2" BELOW FINISH GRADE OR 1
2"
BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN
ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS.
18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S.
19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS.
20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING
COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE
FALL FOLLOWING IRRIGATION SYSTEM COMPLETION.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 71 of 113
8 FOOT CHAIN
LINK FENCE
8 FOOT CHAIN
LINK FENCE
SHEDUGE
UGE
SCOREBOARD
B
I
T
U
M
I
N
O
U
S
96
0
96
1
941
943
944
945
946
947
949 9
5
1
950
955
960
94
5
95
0
95
5
96
0
961
962
UGEUGE
CONC
CONC
CONC
CONCRETE
B I T U M I N O U S BITUM
I
N
O
U
S
STONE
WALL
STONE
WALL
4 FOOT CHAIN LINK
FENCE
8 FOOT CHAIN LINK
FENCE
964
96
6
96
7
968
968
96
7
9
6
6
9
6
4
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ST-127
ST-128
ST-130
ST-129
R
FEETSCALE
0
HORZ.
30 60 I0.04
IRRIGATION PLAN
FIELDS
DateRegistration Number
Check:
Drawn:
Date:
Comm:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 109
C
MN
Revisions
Description Date Num
Scale:
North
3300 FERNBROOK ROAD, SUITE 300
PLYMOUTH, MINNESOTA 55447
Phone: (763) 544-7129
Email: goldenvalley@bolton-menk.com
www.bolton-menk.com
R
02/26/2025
232218
02/26/2025
MET
MINNESOTA
WILLIAM J. DIEDE
59532
PROFESSIONAL ENGINEER
WJD
Independent School
District #196
3455 153rd Street West
Rosemount, MN 55068
3335 142nd Street West
Rosemount, MN 55068
Rosemount High
School Additions
and Renovations
Q T H TT TQ F
12 12 12 12 12 12
Q T H TT TQ F
15 15 15 15 15 15
1000 2000 3000
M
C
RS
FS
poc
2.0 SP
F
A
O
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
TURF SPRAY SPRINKLERS - 6'' POP-UP
SHRUB SPRAY SPRINKLERS - 12'' POP-UP
TURF ROTARY SPRINKLER - 6'' POP-UP
TURF ROTOR - 4IN. POP-UP
PLASTIC ELECTRIC REMOTE CONTROL VALVE - GLOBE CONFIGURATION
DRIP CONTROL VALVE KIT
DRIPLINE FLUSH VALVE
AIR RELIEF VALVE
DRIP SYSTEM OPERATION INDICATOR
AREA TO RECEIVE DRIPLINE
LEGEND
X
X
QUICK COUPLER VALVE
PLASTIC ELECTRIC MASTER VALVE - GLOBE CONFIGURATION
PROPOSED FLOW SENSOR
PROPOSED POINT OF CONNECTION
PROPOSED IRRIGATION CONTROLLER
PROPOSED RAIN SENSOR
PROPOSED LINE SURGE PROTECTOR
IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40
PROPERTY LINE
1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.
2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING.
3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER
COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION.
4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD
AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE.
BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL
SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE.
5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL.
6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT
THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY
PRESSURE DIFFERS.
7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM.
8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION.
9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21.
10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26.
11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND
LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7
PRESSURE RATED PIPE.
12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26.
13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES
DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION.
14.USE TEFLON TAPE ON ALL THREADED JOINTS.
15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED
GRADE.
16.PLACE ALL VALVES IN SERVICE BOXES.
17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL
SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 1
2" BELOW FINISH GRADE OR 1
2"
BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN
ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS.
18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S.
19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS.
20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING
COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE
FALL FOLLOWING IRRIGATION SYSTEM COMPLETION.
NOTES
NOT FOR CONSTRUCTION
CITY SUBMITTAL
Page 72 of 113
Tag # Botanical Name Common Name Diameter Condition Defects Comments
1 Quercus ellipsoidalis Pin oak 15 Fair DADB
2 Acer saccharinum Silver maple 10 Fair DADB
3 Acer saccharinum Silver maple 6 Fair DADB DADB Dead and dying branches
4 Ulmus americana American elm 15 Fair DADB BA Branch attachment
5 Acer negundo Boxelder 12 Fair TA CDCC Cavity, decay, canker, crack
6 Acer negundo Boxelder 21 Fair DADB BAHB Broken and/or hanging branches
7 Populus deltoides Cottonwood 16 Fair DADB TA Tree architecture
8 Celtis occidentalis Hackberry 19 Fair DADB I/DM Insect/disease management
9 Acer negundo Boxelder 18 Fair DADB
10 Celtis occidentalis Hackberry 9 Fair DADB
11 Quercus rubra Red oak 29 Fair DADB
12 Prunus serotina Black cherry 7 Fair DADB
13 Quercus rubra Red oak 27 Fair DADB Good A good tree shows no significant problems.
14 Populus deltoides Cottonwood 12 Fair DADB Fair A fair tree has minor problems that may be corrected with time or corrective action.
15 Populus deltoides Cottonwood 14 Fair DADB Poor A poor tree has significant problems that are irrecoverable
16 Populus deltoides Cottonwood 14 Fair DADB Dead A dead tree shows no sign of life.
17 Prunus serotina Black cherry 6 Fair DADB
18 Quercus bicolor Swamp white oak 10 Fair DADB
19 Populus deltoides Cottonwood 14 Fair DADB
20 Prunus serotina Black cherry 11 Dead DADB
21 Quercus ellipsoidalis Pin oak 50 Fair DADB
22 Populus deltoides Cottonwood 13 Fair DADB
23 Acer saccharum Sugar maple 8 Fair DADB
24 Populus deltoides Cottonwood 12 Fair DADB
25 Populus deltoides Cottonwood 14 Fair DADB
26 Populus deltoides Cottonwood 15 Fair DADB
27 Populus deltoides Cottonwood 29 Fair DADB
28 Quercus rubra Red oak 7 Fair DADB
29 Populus deltoides Cottonwood 15 Fair TA
30 Quercus macrocarpa Bur oak 12 Fair DADB
31 Quercus rubra Red oak 7 Fair DADB
32 Populus deltoides Cottonwood 12 Fair DADB
33 Prunus serotina Black cherry 8 Fair TA
34 Populus deltoides Cottonwood 12 Fair DADB
35 Populus deltoides Cottonwood 13 Fair DADB
36 Quercus ellipsoidalis Pin oak 9 Fair DADB
37 Quercus rubra Red oak 7 Fair DADB
38 Populus deltoides Cottonwood 12 Dead DADB
39 Populus deltoides Cottonwood 12 Dead DADB
40 Populus deltoides Cottonwood 12 Fair DADB
41 Quercus ellipsoidalis Pin oak 7 Fair DADB
42 Quercus macrocarpa Bur oak 19 Fair DADB
43 Quercus ellipsoidalis Pin oak 8 Fair DADB
44 Quercus rubra Red oak 45 Dead DADB
45 Quercus rubra Red oak 29 Dead DADB
46 Quercus macrocarpa Bur oak 12 Fair DADB
47 Quercus macrocarpa Bur oak 22 Fair DADB
48 Quercus alba White oak 20 Fair DADB
49 Prunus serotina Black cherry 7 Fair DADB
50 Quercus rubra Red oak 24 Dead DADB
51 Quercus macrocarpa Bur oak 6 Fair DADB
52 Quercus rubra Red oak 17 Dead DADB
53 Quercus rubra Red oak 11 Dead DADB
54 Quercus macrocarpa Bur oak 19 Fair DADB
55 Quercus macrocarpa Bur oak 9 Fair DADB
56 Quercus macrocarpa Bur oak 9 Fair DADB
57 Populus deltoides Cottonwood 21 Dead DADB
58 Ulmus americana American elm 15 Fair DADB
59 Ulmus americana American elm 12 Fair DADB
60 Ulmus americana American elm 15 Fair DADB
61 Quercus rubra Red oak 35 Dead DADB
62 Quercus macrocarpa Bur oak 15 Fair DADB
63 Quercus ellipsoidalis Pin oak 40 Fair TA
64 Quercus macrocarpa Bur oak 32 Fair DADB
65 Populus deltoides Cottonwood 14 Fair DADB
66 Prunus serotina Black cherry 6 Fair TA
67 Prunus serotina Black cherry 17 Fair DADB
68 Populus deltoides Cottonwood 12 Fair DADB
69 Quercus ellipsoidalis Pin oak 6 Fair DADB
70 Quercus ellipsoidalis Pin oak 11 Fair DADB
71 Quercus rubra Red oak 12 Fair DADB
72 Quercus ellipsoidalis Pin oak 15 Fair DADB
73 Quercus macrocarpa Bur oak 6 Fair DADB
74 Quercus rubra Red oak 7 Fair DADB
75 Populus deltoides Cottonwood 12 Fair DADB
76 Quercus rubra Red oak 16 Fair DADB
77 Populus deltoides Cottonwood 12 Fair DADB
78 Quercus rubra Red oak 6 Fair DADB
79 Prunus serotina Black cherry 7 Fair DADB
80 Populus deltoides Cottonwood 13 Fair DADB
81 Prunus serotina Black cherry 10 Fair DADB
82 Quercus rubra Red oak 8 Fair DADB
83 Prunus serotina Black cherry 12 Fair DADB
84 Quercus rubra Red oak 12 Fair DADB
85 Quercus rubra Red oak 14 Fair DADB
86 Populus deltoides Cottonwood 12 Fair DADB
87 Prunus serotina Black cherry 8 Fair TA
88 Quercus rubra Red oak 14 Fair DADB
89 Quercus ellipsoidalis Pin oak 9 Fair DADB
90 Prunus serotina Black cherry 7 Fair DADB
91 Quercus rubra Red oak 10 Fair DADB
92 Prunus serotina Black cherry 11 Fair DADB
93 Quercus rubra Red oak 17 Poor TA
94 Acer negundo Boxelder 13 Fair DADB
95 Juglans nigra Black walnut 12 Fair DADB
Notes & Code Descriptions
Multi-stem trees were measured by taking the total of all stems at 4.5ft above ground.
Additional Arborist Information
Several red oaks were found to be dead as a result of oak wilt disease. Terrain and understory
will be difficult to traverse due to abundance of buckthorn and many fallen mature trees. Due to
the difficult terrain, the tags may be in an unconvential order from having to traverse around
fallen debris to reach certain areas of the woodland. While on site, arborist witnessed the
removal of an aspen by a bulldozer, the client was notified and the arborist notified the
bulldozer operator. Arborist started data collection in the Northeastern corner and moved East
to West back and forth moving South. All tags on site are located on the Eastern side of the
trunk.
Condition Descriptions
Staff consider signs of stress, poor structure, mechanical damage, soil and root problems,
disease, and pests in the assessment of tree condition.
Page 73 of 113
96 Salix nigra Black willow 59 Fair DADB Multi stem
97 Prunus serotina Black cherry 7 Poor TA
98 Quercus rubra Red oak 6 Fair DADB
99 Ulmus americana American elm 14 Fair DADB
100 Prunus serotina Black cherry 14 Fair DADB
101 Quercus rubra Red oak 7 Fair DADB
102 Quercus rubra Red oak 9 Dead DADB
103 Prunus serotina Black cherry 9 Poor DADB
104 Prunus serotina Black cherry 12 Fair DADB
105 Quercus rubra Red oak 16 Fair DADB
106 Populus deltoides Cottonwood 13 Fair DADB
107 Populus deltoides Cottonwood 12 Fair DADB
108 Populus deltoides Cottonwood 13 Fair DADB
109 Populus deltoides Cottonwood 13 Fair DADB
110 Populus deltoides Cottonwood 17 Fair DADB
111 Populus deltoides Cottonwood 15 Fair DADB
112 Populus deltoides Cottonwood 16 Fair DADB
113 Populus deltoides Cottonwood 12 Fair DADB
114 Quercus macrocarpa Bur oak 18 Fair DADB
115 Quercus macrocarpa Bur oak 20 Fair DADB
116 Quercus rubra Red oak 8 Fair DADB
117 Fraxinus pennsylvanica Green ash 7 Fair DADB
118 Prunus serotina Black cherry 12 Fair DADB
119 Prunus serotina Black cherry 9 Fair DADB
120 Quercus macrocarpa Bur oak 17 Fair DADB
121 Quercus macrocarpa Bur oak 10 Poor DADB
122 Quercus macrocarpa Bur oak 26 Fair DADB
123 Prunus serotina Black cherry 7 Fair DADB
124 Acer negundo Boxelder 12 Fair DADB
125 Quercus macrocarpa Bur oak 15 Dead DADB
126 Quercus rubra Red oak 8 Fair DADB
127 Quercus rubra Red oak 17 Dead DADB
128 Quercus macrocarpa Bur oak 21 Fair DADB
129 Quercus macrocarpa Bur oak 13 Fair DADB
130 Quercus ellipsoidalis Pin oak 25 Poor I/DM
131 Prunus serotina Black cherry 9 Fair DADB
132 Ulmus americana American elm 13 Fair DADB
133 Acer negundo Boxelder 15 Fair DADB
134 Fraxinus pennsylvanica Green ash 18 Dead DADB
135 Populus deltoides Cottonwood 14 Fair DADB
136 Populus deltoides Cottonwood 14 Fair DADB
137 Populus deltoides Cottonwood 30 Fair DADB Multi stem
138 Populus deltoides Cottonwood 16 Fair DADB
139 Quercus macrocarpa Bur oak 16 Fair DADB
140 Quercus macrocarpa Bur oak 20 Fair DADB
141 Quercus macrocarpa Bur oak 30 Fair DADB
142 Quercus rubra Red oak 18 Fair DADB
143 Ulmus americana American elm 12 Fair DADB
144 Prunus serotina Black cherry 7 Fair DADB
145 Prunus serotina Black cherry 6 Fair DADB
146 Prunus serotina Black cherry 16 Fair DADB
147 Quercus macrocarpa Bur oak 19 Fair DADB
148 Quercus macrocarpa Bur oak 24 Fair DADB
149 Populus deltoides Cottonwood 12 Fair DADB
150 Populus deltoides Cottonwood 12 Fair DADB
151 Populus deltoides Cottonwood 12 Fair DADB
152 Quercus ellipsoidalis Pin oak 12 Fair DADB
153 Quercus rubra Red oak 6 Fair DADB
154 Quercus rubra Red oak 7 Fair DADB
155 Quercus rubra Red oak 7 Fair DADB
156 Fraxinus pennsylvanica Green ash 16 Dead DADB
157 Prunus serotina Black cherry 8 Fair DADB
158 Prunus serotina Black cherry 14 Fair DADB
159 Prunus serotina Black cherry 15 Fair DADB
160 Quercus macrocarpa Bur oak 24 Fair DADB
161 Quercus rubra Red oak 34 Dead DADB
162 Quercus macrocarpa Bur oak 24 Fair DADB
163 Quercus rubra Red oak 7 Dead DADB
164 Populus deltoides Cottonwood 12 Fair DADB
165 Populus deltoides Cottonwood 12 Fair DADB
166 Populus deltoides Cottonwood 12 Fair DADB
167 Populus deltoides Cottonwood 12 Fair DADB
168 Populus deltoides Cottonwood 12 Fair DADB
169 Prunus serotina Black cherry 23 Fair DADB
170 Populus deltoides Cottonwood 17 Dead DADB
171 Ulmus americana American elm 15 Fair DADB
172 Populus deltoides Cottonwood 16 Fair DADB
173 Populus deltoides Cottonwood 16 Fair DADB
174 Populus deltoides Cottonwood 18 Fair DADB
175 Populus deltoides Cottonwood 13 Poor DADB
176 Quercus rubra Red oak 13 Fair DADB
177 Ulmus americana American elm 19 Fair DADB
178 Prunus serotina Black cherry 17 Fair DADB
179 Populus deltoides Cottonwood 13 Fair DADB
180 Quercus ellipsoidalis Pin oak 7 Fair DADB
181 Populus deltoides Cottonwood 15 Fair DADB
182 Ulmus americana American elm 12 Fair DADB
183 Prunus serotina Black cherry 13 Fair DADB
184 Populus deltoides Cottonwood 13 Fair DADB
185 Populus deltoides Cottonwood 14 Fair DADB
186 Ulmus americana American elm 15 Fair DADB
187 Populus deltoides Cottonwood 15 Fair DADB
188 Quercus ellipsoidalis Pin oak 21 Fair DADB
189 Prunus serotina Black cherry 17 Fair DADB
190 Populus deltoides Cottonwood 15 Fair DADB
191 Prunus serotina Black cherry 8 Fair DADB
Page 74 of 113
192 Populus deltoides Cottonwood 15 Fair DADB
193 Prunus serotina Black cherry 15 Fair DADB
194 Populus deltoides Cottonwood 13 Dead DADB
195 Prunus serotina Black cherry 16 Fair DADB
196 Ulmus americana American elm 14 Fair DADB
197 Populus deltoides Cottonwood 12 Fair DADB
198 Populus deltoides Cottonwood 12 Fair DADB
199 Populus deltoides Cottonwood 13 Fair DADB
200 Populus deltoides Cottonwood 12 Fair DADB
201 Prunus serotina Black cherry 7 Fair DADB
202 Fraxinus pennsylvanica Green ash 7 Fair DADB
203 Populus deltoides Cottonwood 15 Fair DADB
204 Populus deltoides Cottonwood 14 Fair DADB
205 Populus deltoides Cottonwood 12 Fair DADB
206 Populus deltoides Cottonwood 13 Fair DADB
207 Prunus serotina Black cherry 11 Fair DADB
208 Prunus serotina Black cherry 12 Fair DADB
209 Prunus serotina Black cherry 14 Poor DADB
210 Prunus serotina Black cherry 9 Fair DADB
211 Populus deltoides Cottonwood 14 Fair DADB
212 Quercus macrocarpa Bur oak 20 Fair DADB
213 Prunus serotina Black cherry 10 Fair DADB
214 Populus deltoides Cottonwood 12 Fair DADB
215 Populus deltoides Cottonwood 13 Fair DADB
216 Prunus serotina Black cherry 9 Fair DADB
217 Prunus serotina Black cherry 6 Fair DADB
218 Populus deltoides Cottonwood 13 Fair DADB
219 Prunus serotina Black cherry 15 Fair DADB
220 Prunus serotina Black cherry 11 Fair DADB
221 Populus deltoides Cottonwood 24 Fair DADB
222 Populus deltoides Cottonwood 12 Fair DADB
223 Prunus serotina Black cherry 12 Fair DADB
224 Prunus serotina Black cherry 17 Fair DADB
225 Prunus serotina Black cherry 16 Fair DADB
226 Prunus serotina Black cherry 16 Fair DADB
227 Quercus macrocarpa Bur oak 27 Fair DADB
228 Prunus serotina Black cherry 8 Fair DADB
229 Quercus macrocarpa Bur oak 22 Fair DADB
230 Prunus serotina Black cherry 15 Fair DADB
231 Prunus serotina Black cherry 6 Fair DADB
232 Prunus serotina Black cherry 8 Fair DADB
233 Prunus serotina Black cherry 8 Fair DADB
234 Prunus serotina Black cherry 12 Fair DADB
235 Populus deltoides Cottonwood 12 Fair DADB
236 Quercus ellipsoidalis Pin oak 10 Fair DADB
237 Quercus macrocarpa Bur oak 15 Fair DADB
238 Quercus macrocarpa Bur oak 18 Fair DADB
239 Prunus serotina Black cherry 20 Fair DADB
240 Quercus macrocarpa Bur oak 20 Fair DADB
241 Prunus serotina Black cherry 7 Fair DADB
242 Prunus serotina Black cherry 16 Fair DADB
243 Prunus serotina Black cherry 12 Fair DADB
244 Quercus ellipsoidalis Pin oak 18 Fair DADB
245 Prunus serotina Black cherry 8 Fair DADB
246 Fraxinus pennsylvanica Green ash 15 Dead DADB
247 Quercus macrocarpa Bur oak 7 Fair DADB
248 Populus deltoides Cottonwood 12 Fair DADB
249 Populus deltoides Cottonwood 14 Fair DADB
250 Populus deltoides Cottonwood 13 Fair DADB
251 Quercus macrocarpa Bur oak 22 Fair DADB
252 Populus deltoides Cottonwood 16 Fair DADB
253 Prunus serotina Black cherry 7 Fair DADB
254 Populus deltoides Cottonwood 13 Fair DADB
255 Populus deltoides Cottonwood 16 Fair DADB
256 Prunus serotina Black cherry 6 Fair DADB
257 Quercus macrocarpa Bur oak 7 Fair DADB
258 Quercus ellipsoidalis Pin oak 14 Fair DADB
259 Populus deltoides Cottonwood 14 Fair DADB
260 Ulmus americana American elm 25 Fair DADB
261 Prunus serotina Black cherry 30 Fair DADB
262 Acer negundo Boxelder 18 Fair DADB
263 Quercus macrocarpa Bur oak 20 Fair DADB
264 Ulmus americana American elm 24 Fair DADB
265 Quercus ellipsoidalis Pin oak 21 Fair DADB
266 Quercus rubra Red oak 15 Fair DADB
267 Quercus rubra Red oak 12 Fair DADB
268 Ulmus americana American elm 14 Fair DADB
269 Populus deltoides Cottonwood 12 Fair DADB
270 Prunus serotina Black cherry 11 Fair DADB
271 Ulmus americana American elm 14 Fair DADB
272 Prunus serotina Black cherry 19 Fair TA
273 Prunus serotina Black cherry 14 Fair DADB
274 Quercus macrocarpa Bur oak 22 Fair DADB
275 Prunus serotina Black cherry 14 Fair DADB
276 Quercus macrocarpa Bur oak 7 Fair DADB
277 Prunus serotina Black cherry 9 Fair DADB
278 Prunus serotina Black cherry 13 Fair DADB
279 Quercus rubra Red oak 12 Dead DADB
280 Prunus serotina Black cherry 11 Fair DADB
281 Prunus serotina Black cherry 12 Fair DADB
282 Prunus serotina Black cherry 11 Fair DADB
283 Prunus serotina Black cherry 13 Fair DADB
284 Populus deltoides Cottonwood 16 Fair DADB
285 Prunus serotina Black cherry 10 Fair DADB
286 Quercus macrocarpa Bur oak 8 Fair DADB
287 Quercus rubra Red oak 20 Fair DADB
Page 75 of 113
288 Prunus serotina Black cherry 11 Fair DADB
289 Quercus bicolor Swamp white oak 12 Fair DADB
290 Quercus bicolor Swamp white oak 11 Fair DADB
291 Quercus macrocarpa Bur oak 10 Fair DADB
292 Quercus macrocarpa Bur oak 7 Fair DADB
293 Quercus ellipsoidalis Pin oak 19 Fair DADB
294 Quercus macrocarpa Bur oak 11 Fair DADB
295 Quercus macrocarpa Bur oak 11 Fair DADB
296 Prunus serotina Black cherry 19 Fair DADB
297 Populus deltoides Cottonwood 13 Fair DADB
298 Quercus macrocarpa Bur oak 6 Fair DADB
299 Prunus serotina Black cherry 9 Fair DADB
300 Quercus ellipsoidalis Pin oak 20 Fair DADB
301 Quercus rubra Red oak 23 Dead DADB
302 Fraxinus pennsylvanica Green ash 14 Dead DADB
303 Quercus macrocarpa Bur oak 9 Fair DADB
304 Quercus macrocarpa Bur oak 9 Fair DADB
305 Ulmus americana American elm 19 Fair DADB
306 Quercus ellipsoidalis Pin oak 9 Fair DADB
307 Quercus rubra Red oak 11 Fair DADB
308 Prunus serotina Black cherry 10 Fair DADB
309 Quercus macrocarpa Bur oak 17 Fair DADB
310 Quercus macrocarpa Bur oak 23 Fair DADB
311 Quercus rubra Red oak 15 Dead DADB
312 Prunus serotina Black cherry 10 Fair DADB
313 Quercus macrocarpa Bur oak 20 Fair DADB
314 Prunus serotina Black cherry 9 Fair DADB
315 Quercus alba White oak 18 Fair DADB
316 Quercus macrocarpa Bur oak 27 Fair DADB
317 Quercus macrocarpa Bur oak 27 Fair DADB
318 Quercus rubra Red oak 15 Dead DADB
319 Quercus rubra Red oak 12 Dead DADB
320 Quercus rubra Red oak 14 Dead DADB
321 Quercus macrocarpa Bur oak 6 Fair DADB
322 Quercus rubra Red oak 14 Dead DADB
323 Quercus rubra Red oak 15 Dead DADB
324 Quercus rubra Red oak 6 Fair DADB
325 Quercus rubra Red oak 15 Fair DADB
326 Quercus macrocarpa Bur oak 18 Fair DADB
327 Quercus macrocarpa Bur oak 16 Fair DADB
328 Quercus macrocarpa Bur oak 21 Poor DADB
329 Prunus serotina Black cherry 8 Fair DADB
330 Quercus ellipsoidalis Pin oak 19 Fair DADB
331 Quercus macrocarpa Bur oak 25 Fair DADB
332 Quercus macrocarpa Bur oak 28 Fair DADB
333 Quercus macrocarpa Bur oak 19 Fair DADB
334 Quercus macrocarpa Bur oak 16 Fair DADB
335 Quercus ellipsoidalis Pin oak 14 Dead DADB
336 Quercus ellipsoidalis Pin oak 12 Fair DADB
337 Quercus rubra Red oak 8 Fair DADB
338 Quercus macrocarpa Bur oak 8 Fair DADB
339 Prunus serotina Black cherry 7 Fair DADB
340 Quercus ellipsoidalis Pin oak 15 Fair DADB
341 Quercus ellipsoidalis Pin oak 13 Fair DADB
342 Quercus ellipsoidalis Pin oak 7 Fair DADB
343 Quercus rubra Red oak 15 Fair DADB
344 Prunus serotina Black cherry 6 Fair DADB
345 Quercus rubra Red oak 7 Fair DADB
346 Quercus ellipsoidalis Pin oak 13 Fair DADB
347 Quercus rubra Red oak 8 Poor DADB
348 Quercus rubra Red oak 11 Poor DADB
349 Quercus rubra Red oak 6 Poor DADB
350 Quercus rubra Red oak 13 Fair DADB
351 Quercus rubra Red oak 14 Poor DADB
352 Quercus rubra Red oak 11 Fair DADB
353 Quercus rubra Red oak 14 Dead DADB
354 Quercus rubra Red oak 12 Dead DADB
355 Quercus ellipsoidalis Pin oak 14 Fair DADB
356 Quercus macrocarpa Bur oak 10 Fair DADB
357 Quercus ellipsoidalis Pin oak 17 Fair DADB
358 Quercus macrocarpa Bur oak 10 Fair DADB
359 Quercus macrocarpa Bur oak 10 Fair DADB
360 Quercus macrocarpa Bur oak 8 Fair DADB
361 Quercus macrocarpa Bur oak 9 Fair DADB
362 Prunus serotina Black cherry 17 Fair DADB
363 Ulmus americana American elm 21 Fair DADB
364 Populus deltoides Cottonwood 48 Fair DADB
365 Populus deltoides Cottonwood 29 Fair DADB
366 Fraxinus pennsylvanica Green ash 8 Dead DADB
367 Prunus serotina Black cherry 19 Fair DADB
368 Prunus serotina Black cherry 11 Fair DADB
369 Quercus rubra Red oak 15 Fair DADB
370 Quercus ellipsoidalis Pin oak 15 Fair DADB
371 Populus deltoides Cottonwood 15 Fair DADB
372 Quercus macrocarpa Bur oak 11 Fair DADB Damage to trunk from bulldozer
373 Populus deltoides Cottonwood 12 Fair DADB
374 Populus deltoides Cottonwood 15 Fair DADB
375 Quercus ellipsoidalis Pin oak 8 Fair DADB
376 Populus deltoides Cottonwood 12 Fair DADB
377 Quercus rubra Red oak 9 Fair DADB
378 Prunus serotina Black cherry 8 Fair DADB
379 Prunus serotina Black cherry 12 Fair DADB Edge of bulldozer area
380 Ulmus americana American elm 20 Fair DADB
381 Prunus serotina Black cherry 6 Fair DADB
382 Quercus rubra Red oak 18 Fair DADB
383 Ulmus americana American elm 13 Fair DADB
Page 76 of 113
384 Ulmus americana American elm 13 Fair DADB
385 Prunus serotina Black cherry 8 Fair DADB Edge of bulldozer area
Page 77 of 113
AC
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Designer
Date
02/27/2025
Scale
Not to Scale
Drawing No.
Summary
1 of 1
Statistics
Description Symbol Avg Min Max/Min Avg/Min Max
Parking lot & Roadway 1.1 fc 0.0 fc N/A N/A 3.4 fc
Schedule
Symbol Label Image Quantity Manufacturer Catalog Number Description Number
Lamps
Lumens
Per Lamp
Light Loss
Factor Plot Wattage
AA3
5 Lithonia Lighting DSX1 LED P5 40K T3M
MVOLT
DSX1 LED P5 40K T3M MVOLT 1 15377 0.81 138
AA4
3 Lithonia Lighting DSX1 LED P5 40K T4M
MVOLT
DSX1 LED P5 40K T4M MVOLT 1 15495 0.81 138
Current View
Page 78 of 113
UP
36"
UP
MAIN
ENTRANCE PAC ENTRANCE
LIBRARY
CLASSROOM
ADDITION
COURTYARD 2 COURTYARD 3COURTYARD 1
GAME GYM
AUDITORIUM
KITCHEN
ACTIVITIES CENTER
STUDENT
CENTER
NORTH COMMONS
AUXILIARY GYM
OFFICE
COUNSELING
SERVICES
CHOIR
BAND
LOADING
DOCK
NEW
STORMWATER
PONDSCHWARZ POND
FIELDS
CHILLER
STORAGE
SKYWAY LINK ABOVE MECH LOBBY
LOBBY
CLASSROOMS MECH
TOILETS
ACTIVITY CENTER
AUXILIARY GYM
PARKING
CONNECTION
TO LIBRARY
CLASSROOMS
FLEX
FLEX
CLASSROOMS
CLASSROOMS
CLASSROOMS
CLASSROOMS
CONNECTION TO BUILDING
CLASSROOMS
SCIENCE
CLASSROOMS
SCIENCE
CLASSROOMS
CLASSROOMS
CONNECTION TO BUILDING
Autodesk Docs://ISD 196 - 2024 Rosemount High School Addition and Renovation/ROSEMOUNT HIGH
SCHOOL (R23).rvt
2/25/2025 6:10:16 PM
INDEPENDENT SCHOOL DISTRICT #196
2024 Rosemount High School Additions and Renovations
February 12, 2025
Comm No: 232218FLOOR PLANS
AC MAIN LEVEL FLOOR PLAN
MAIN LEVEL FLOOR PLAN
NORTH CLASSROOM ADDITION ACTIVITY CENTER ADDITION
CLASSROOM ADDITION FLOOR PLANS
MAIN LEVEL THIRD LEVEL
Page 79 of 113
30
"
FIRST LEVEL
100'-0"
(2024) SECOND LEVEL
112'-6"
(2024) THIRD LEVEL
125'-0"
04.12
04.14
PENTHOUSE
138'-6 1/2"
T.O. WALL -AREA B
PENTHOUSE
156'-0"
26.02
26.02 05.4007.9304.64
07.93
9'
-
0
"
9'
-
0
"
08.01
<varies>
04.12
08.43
04.13 04.12
08.43
TYP TYP TYP
TYP 05.40
TYP TYP
04.14
BRICK LEDGE 98'-8" BRICK LEDGE 98'-8" BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
(2024) SECOND LEVEL
112'-6"
(2024) THIRD LEVEL
125'-0"
T.O. WALL
140'-0"
26.0207.9304.13 04.12
BRICK LEDGE 98'-8"
9'
-
0
"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
(2024) SECOND LEVEL
112'-6"
(2024) THIRD LEVEL
125'-0"
PENTHOUSE
138'-6 1/2"
T.O. WALL -AREA B
PENTHOUSE
156'-0"
05.40
T.O. WALL
140'-0"
08.01 04.63 07.94 04.64
TYP TYP
04.13
TYP
TYP
05.40
07.9404.13 04.12
TYP
PENTHOUSE
138'-6 1/2"
T.O. WALL -AREA B
PENTHOUSE
156'-0"
07.40 07.5405.40
1'
-
0
"
08.43
04.1304.12
T.O. BRICK
134'-0"
T.O. WALL
140'-0"
05.40 07.93 04.13 04.12
_______D1
A4.206
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Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
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INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.102
EXTERIOR
ELEVATIONS -
AREA B
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
SK
KS/TF
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
KEYNOTE LEGEND
KEY DESCRIPTION
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
04.14 BRICK 2 - ROWLOCK
04.63 BRICK ROWLOCK
04.64 BRICK EXPANSION JOINT
05.40 ROOF ACCESS LADDER
07.40 METAL FLASHING
07.54 PRE-FINISHED 8" METAL COPING (KYNAR PAINT FINISH).
07.93 PREFINISHED METAL COPING, 1
07.94 PREFINISHED METAL COPING, 2
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.43 HOLLOW METAL DOOR AND FRAME
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
<varies>
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA B - WESTC1
6'12'
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA B - SOUTHF1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA B - EASTD1
6' 12'
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA B -SOUTH PENTHOUSEE2
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION- AREA B -SOUTHF2
6' 12'
CITY SUBMITTAL
Page 80 of 113
30
"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
IMC LEVEL D
90'-0"
LOWER LEVEL 1973
87'-8"
(2024) SECOND LEVEL
112'-6"
(2024) THIRD LEVEL
125'-0"
04.14 04.62
PENTHOUSE
138'-6 1/2"
T.O. WALL -AREA B
PENTHOUSE
156'-0"
T.O. WALL
140'-0"
04.12 07.94
04.64 07.40
07.40
04.64
08.42 08.0608.42
08.01
TYP TYP TYP TYP
04.13
04.12
07.94
05.40
TYP
08.06
TYP
BRICK LEDGE 100'-0"
TYP
08.01
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
T.O. BRICK
134'-0"
IMC LEVEL D
90'-0"
(2024) SECOND LEVEL
112'-6"
(2024) THIRD LEVEL
125'-0"
PENTHOUSE
138'-6 1/2"
T.O. WALL -AREA B
PENTHOUSE
156'-0"
T.O. WALL
140'-0"
07.94
07.4007.90
08.0604.12
08.06
07.94
TYP
26.02 04.1304.12
TYP TYP
TYP
BRICK LEDGE 98'-8"
9'
-
0
"
B
F1
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Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
2
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As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.103
EXTERIOR
ELEVATIONS -
AREA B
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
SK
KS/TF
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA B - EASTC1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA B - NORTHF1
6' 12'
KEYNOTE LEGEND
KEY DESCRIPTION
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
04.14 BRICK 2 - ROWLOCK
04.62 BRICK SOLDIER COURSE, PROJECT 1/2" OFF VENEER FACE, MATCH
ADJACENT MASONRY COLOR.
04.64 BRICK EXPANSION JOINT
05.40 ROOF ACCESS LADDER
07.40 METAL FLASHING
07.90 EXTERIOR EXPANSION JOINT COVER.
07.94 PREFINISHED METAL COPING, 2
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
08.42 EXTERIOR ALUMINUM CURTAIN WALL FRAMING (2-1/2" x 6" ) WITH BRONZE
ANODIZED FINISH
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
CITY SUBMITTAL
Page 81 of 113
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
T.O. BRICK
134'-0"
26.02
04.12 04.13
TYP
9'
-
0
"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
05.5007.94
05.52
04.12
04.1204.12
TYPTYP
T.O. PENTHOUSE (D)
126'-8"
T.O. WALL LOW (D/E/F)
119'-0"
TYP
04.14
TYP
04.13
08.0608.01 BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
T.O. BRICK
134'-0"
FIRST LEVEL (2005)
98'-0"
04.13
04.12
04.12
04.12
08.01
TYPTYP
T.O. WALL AREA D
116'-8"
07.94
TYP
04.1404.1304.12
TYP
TYPTYP
07.94
TYP
BRICK LEDGE 98'-8"BRICK LEDGE 98'-8"04.14
TYP
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
2005_SECOND LEVEL
110'-0"
04.12 04.62
05.5207.94
07.94
T.O. PENTHOUSE (D)
126'-8"
T.O. WALL LOW (D/E/F)
119'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
05.52 08.06
08.06
04.10 04.11
05.52
04.10 04.1104.12
05.51 05.52
08.06
05.52
05.50
07.94
04.12
T.O. WALL AREA D
116'-8"
07.93
04.13
TYP TYP TYPTYP
08.06 BRICK LEDGE 98'-8"BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
05.50 04.12
08.01
T.O. PENTHOUSE (D)
126'-8"
T.O. WALL LOW (D/E/F)
119'-0"
08.06
TYP TYP
T.O. WALL AREA D
116'-8"
07.9404.14 04.1305.52
04.1304.12
04.12
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
05.52 07.9426.02
04.12 04.13 08.06
TYP TYP
BRICK LEDGE 98'-8"
11
'
-
6
"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
07.93
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
07.93
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
04.10
05.51
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
BRICK LEDGE 98'-8"
D
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Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
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As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.104
EXTERIOR
ELEVATIONS -
AREA D
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
Checker
Author
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D - NORTHB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATIONS - AREA D - EAST COURTYARDB7
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D - NORTH COURTYARDD1
6' 12'KEY PLAN
A B
C D E F
H J K L
G
M
N
P
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D - SOUTH COURTYARDC1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D - WEST COURTYARDC5
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D - WESTB5
6' 12'
KEYNOTE LEGEND
KEY DESCRIPTION
04.10 BRICK 1 - RUNNING BOND
04.11 BRICK 1 - SOLDIER COURSE
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
04.14 BRICK 2 - ROWLOCK
04.62 BRICK SOLDIER COURSE, PROJECT 1/2" OFF VENEER FACE, MATCH ADJACENT MASONRY COLOR.
05.50 METAL WALL PANEL 1
05.51 FLAT-LOCK PANEL 1
05.52 FLAT-LOCK PANEL 2
07.93 PREFINISHED METAL COPING, 1
07.94 PREFINISHED METAL COPING, 2
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - WESTF1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - EASTF2
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - WESTE1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - EASTE2
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - WESTE5
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - EASTE4
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - EASTF4
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA D COURTYARD - WESTF5
6' 12'
CITY SUBMITTAL
Page 82 of 113
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10
04.11
07.93
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
07.93 05.51
04.10
04.11
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
07.93
05.51
04.10
04.11
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
T.O. BRICK
134'-0"
04.12
TYP
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
05.51
04.10 04.11
05.51 08.06 07.94
08.06
T.O. WALL LOW (D/E/F)
119'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
05.5107.93 07.9307.93
04.10 04.11 04.12
07.94
05.52
04.12 04.10
04.11
T.O. WALL AREA D
116'-8"
04.12BRICK LEDGE 98'-8"
BRICK LEDGE 98'-8"
08.06
04.13
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
05.50 07.94
08.0104.12
T.O. PENTHOUSE (D)
126'-8"
08.01
04.12
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
04.12 07.9408.01
BRICK LEDGE 98'-8"
E
B1
A5.105
Sim
C1
A5.105
Sim
B4
A5
.
1
0
5
Si
m
C4
A5
.
1
0
5
Si
m
E1
A5
.
1
0
5
Si
m
E2
A5
.
1
0
5
Si
m E1
A5
.
1
0
5
Si
m
F1
A5
.
1
0
5
Si
m
X-97
A5.105
Sim
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
07.93
05.51
04.10
04.11
BRICK LEDGE 98'-8"
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - WEST COURTYARDB4
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - EAST COURTYARDC4
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - NORTH COURTYARDB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - SOUTH COURTYARDC1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - EAST COURTYARDE1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - WEST COURTYARDE2
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - WEST COURTYARDF1
6' 12'F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
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As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.105
EXTERIOR
ELEVATIONS -
AREA E
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
Checker
Author
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
KEYNOTE LEGEND
KEY DESCRIPTION
04.10 BRICK 1 - RUNNING BOND
04.11 BRICK 1 - SOLDIER COURSE
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
05.50 METAL WALL PANEL 1
05.51 FLAT-LOCK PANEL 1
05.52 FLAT-LOCK PANEL 2
07.93 PREFINISHED METAL COPING, 1
07.94 PREFINISHED METAL COPING, 2
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA E - EAST COURTYARDF2
6' 12'
CITY SUBMITTAL
Page 83 of 113
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
TO MASONRY AUD
HOUSE
127'-4"
08.0604.12
26.02 07.94
08.06
12
'
-
0
"
FIRST LEVEL
100'-0"
T.O. JOIST -ADDITION
113'-3 1/8"
04.12 08.01 07.9408.06
TYP
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
05.5208.06
T.O. WALL LOW (D/E/F)
119'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
08.06
04.10
TYP
04.13
05.51
TYP
07.94
04.12BRICK LEDGE 98'-8"BRICK LEDGE 98'-8"
LOWER LEVEL (1963)
88'-0"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
T.O. BRICK
134'-0"
LOWER LEVEL 1973
87'-8"
04.12
TYP
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
T.O. BRICK
134'-0"
26.0204.12
TYP
BRICK LEDGE
FIRST LEVEL
100'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
05.51
04.10BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
T.O. WALL HIGH (D/E/F)
120'-6"
04.10
05.51
BRICK LEDGE 98'-8"
F
C3
A5
.
1
0
6
Si
m
B1
A5.106
Sim
B5
A5.106
Sim
F1
A5
.
1
0
6
Si
m
F3
A5
.
1
0
6
Si
m
C1
A5
.
1
0
6
Si
m
F6
A5
.
1
0
6
Si
m
F4
A5
.
1
0
6
Si
m
E1
A5.106
Sim
X-
8
1
A5
.
1
0
6
Si
m
0
1/8" = 1'-0"
EXTEERIOR ELEVATION - AREA F - NORTHE1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA F - SOUTHB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA F - EAST COURTYARDF4
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA F - WEST COURTYARDF1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA F - EAST COURTYARDC1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATIONS - AREA F - SOUTH COURTYARDB5
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA 'F' WEST COURTYARDC3
6' 12'
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
2
5
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2
0
2
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(R
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3
)
.
r
v
t
As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.106
EXTERIOR
ELEVATIONS -
AREA F
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
Checker
Author
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
KEYNOTE LEGEND
KEY DESCRIPTION
04.10 BRICK 1 - RUNNING BOND
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
05.51 FLAT-LOCK PANEL 1
05.52 FLAT-LOCK PANEL 2
07.94 PREFINISHED METAL COPING, 2
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA F - EAST COURTYARDF3
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA F - WEST COURTYARDF6
6' 12'
CITY SUBMITTAL
Page 84 of 113
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
2005_SECOND LEVEL
110'-0"
08.06
05.5107.94
04.10
04.11
04.10
04.11
26.02
07.9308.0605.52
T.O. WALL AREA D
116'-8"
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
07.93 05.51
04.11
04.10
05.5005.51
08.06
04.13 07.94
04.12
04.11
04.10
T.O. PENTHOUSE (D)
126'-8"
T.O. WALL LOW (D/E/F)
119'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
07.94
07.93
08.06 08.06 08.06
T.O. WALL AREA D
116'-8"
BRICK LEDGE 98'-8"
BRICK LEDGE 98'-8"BRICK LEDGE 97'-0"
05.52
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
04.12
07.94
04.13
BRICK LEDGE 97'-0"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
2005_SECOND LEVEL
110'-0"
07.94
05.50
08.06
T.O. PENTHOUSE (D)
126'-8"
T.O. WALL LOW (D/E/F)
119'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
08.06
04.1004.11
T.O. WALL AREA D
116'-8"
07.94
07.93 05.51
05.50
BRICK LEDGE 95'-4"
TYP TYP
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
THIRD LEVEL
122'-8"
2005_SECOND LEVEL
110'-0"
05.50
08.02
05.50 07.94
T.O. PENTHOUSE (D)
126'-8"
T.O. WALL LOW (D/E/F)
119'-0"
T.O. WALL HIGH (D/E/F)
120'-6"
07.93
04.12
TYP
07.94
H J
C1
A5.108
Sim
B1
A5.108
Sim
E1
A5
.
1
0
8
Si
m
B3
A5
.
1
0
8
Si
m
F1
A5.108
Sim
E2
A5.108
Sim
D1
A5
.
1
0
8
Si
m
D3
A5
.
1
0
8
Si
m
D2
A5
.
1
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8
Si
m
D5
A5
.
1
0
8
Si
m
D6
A5
.
1
0
8
Si
m
D4
A5
.
1
0
8
Si
m
FIRST LEVEL
100'-0"
04.11
04.10
05.51
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
07.9404.13
04.13
04.12
BRICK LEDGE 97'-0"
FIRST LEVEL
100'-0"
04.11
04.10
05.51
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
04.11
04.10
07.9305.51
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
05.51
04.11
04.10
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
05.51
04.11
04.10
BRICK LEDGE 98'-8"
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
04.11
04.10
07.93 05.51
BRICK LEDGE 98'-8"
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
2
5
/
2
0
2
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C
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(R
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)
.
r
v
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As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.108
EXTERIOR
ELEVATIONS -
AREA H/J
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
Checker
Author
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - NORTHB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - WESTB3
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - EASTE1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - SOUTHC1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA - 'J' SOUTHF1
6' 12'
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
MATERIALS KEY
KEY MATERIAL
04.10 BRICK 1 - RUNNING BOND
04.11 BRICK 1 - SOLDIER COURSE
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
05.50 METAL WALL PANEL 1
05.51 FLAT-LOCK PANEL 1
05.52 FLAT-LOCK PANEL 2
07.93 PREFINISHED METAL COPING, 1
07.94 PREFINISHED METAL COPING, 2
08.02 EXTERIOR GLAZING, SEE CURTAINWALL ELEVATION
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - WESTD1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H TRASH ENCLOSURE - SOUTHE2
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - EASTD2
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - EASTD4
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - WESTD5
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - EASTD6
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA H - EASTD3
6' 12'
CITY SUBMITTAL
Page 85 of 113
FIRST LEVEL
100'-0"
07.94
05.51
T.O. WALL LOW (D/E/F)
119'-0"
07.93
T.O. WALL AREA D
116'-8"
FIRST LEVEL
100'-0"
THIRD LEVEL
122'-8"
TO MASONRY AUD
HOUSE
127'-4"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
B.O. DECK SKYWAY
121'-2"
05.51
2024 -AREA L DOOR
93'-8"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
26.02
07.9304.13 04.1204.14
04.1004.11
07.94 07.93
T.O. WALL AREA D
116'-8"
BRICK LEDGE 94'-0"
9'
-
0
"
08.06
LK
C1
A5.109
Sim
B1
A5
.
1
0
9
Si
m
E1
A5.109
Sim
B6
A5.109
Sim
F1
A5.109
Sim
F3
A5
.
1
0
9
Si
m
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
LOWER LEVEL
(1968/1970)
87'-4"
T.O. MASONRY -BAND
ROOM
125'-4"
2024 -AREA L DOOR
93'-8"
04.1204.1404.13 05.51
04.11 04.10
08.0107.9307.94
BRICK LEDGE 94'-0"08.4326.02
9'
-
0
"
FIRST LEVEL
100'-0"
2024 -AREA L DOOR
93'-8"
04.12
FIRST LEVEL
100'-0"
TO MASONRY PAC
LOBBY
116'-0"
05.51 07.93
FIRST LEVEL
100'-0"
SECOND LEVEL
111'-4"
07.9305.51
F
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D
C
B
A
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
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As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.109
EXTERIOR
ELEVATIONS -
AREA K/L
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
Checker
LH
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA K - SOUTHE1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA L - SOUTHC1
6' 12'
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
MATERIALS KEY
KEY MATERIAL
04.10 BRICK 1 - RUNNING BOND
04.11 BRICK 1 - SOLDIER COURSE
04.12 BRICK 2 - RUNNING BOND
04.13 BRICK 2 - SOLDIER COURSE
04.14 BRICK 2 - ROWLOCK
05.51 FLAT-LOCK PANEL 1
07.93 PREFINISHED METAL COPING, 1
07.94 PREFINISHED METAL COPING, 2
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
08.43 HOLLOW METAL DOOR AND FRAME
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA L - EASTB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA L - SOUTHB6
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA L - WESTF3
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA L - SOUTHF1
6' 12'
CITY SUBMITTAL
Page 86 of 113
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
T.O. PRECAST
ACTIVITIES CENTER
128'-6"
08.4304.10
03.01
PRECAST BEARING
ELEVATION
92'-2"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
T.O. PCC -AREA M/N
127'-6"
TYPE M2
10'-0"
TYPE M2
10'-0"
TYPE M2
10'-0"
TYPE M2
10'-0"
TYPE M2
10'-0"
05.51
04.11
TYP05.40
07.93
08.43 BRICK LEDGE 93'-0"
03.01 03.01BRICK LEDGE 93'-0"08.43
TYPE M6
13'-1"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
20'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
T.O. PRECAST
ACTIVITIES CENTER
128'-6"
03.01
05.51
04.1004.11
PRECAST BEARING
ELEVATION
92'-2"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
T.O. PCC -AREA M/N
127'-6"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M1
10'-0"
TYPE M3
10'-0"
TYPE M7
10'-0"
TYPE M7
10'-0"
TYPE M7
10'-0"
07.93
08.43
05.5105.40
TYP
07.93
08.06
BRICK LEDGE 93'-0"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
B.O. DECK SKYWAY
121'-2"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
05.5107.93 08.06
1997_WEIGHT RM
89'-10 1/2"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
B.O. DECK SKYWAY
121'-2"
PRECAST BEARING
ELEVATION
92'-2"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
T.O. PCC -AREA M/N
127'-6"
03.01
TYPE M8
10'-0"
TYPE M8
10'-0"
TYPE M8
10'-0"
TYPE M8
10'-0"
TYPE M8
10'-0"
TYPE M5
10'-0"
TYPE M4
10'-0"
TYPE M4
10'-0"
TYPE M4
10'-0"
TYPE M4
10'-0"
07.9305.51
TYPE M6
4'-7"
TYPE M6
10'-0"
TYPE M6
10'-0"
TYPE M6
10'-0"
TYPE M6
10'-0"
TYP
08.06
E1
A5.505
_______
M
C2
A5.110
Sim
E1A5.110
Sim
F1
A5.110
Sim
C1
A5.110
Sim
B1A5.110
Sim
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
B.O. DECK SKYWAY
121'-2"
2024 -AREA L DOOR
93'-8"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
05.51 07.93
26.02
08.06
9'
-
0
"
F
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C
B
A
1 2 3 4 5 6 7 8
A
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
2
5
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2
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2
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(R
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3
)
.
r
v
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As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.110
EXTERIOR
ELEVATIONS -
AREA M
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
KS/SK
LH
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA M - WEST WALLF1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA M - NORTH WALLB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA M - SOUTH/EAST WALLC2
6' 12'
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
MATERIALS KEY
KEY MATERIAL
03.01 ARCHITECTURAL PRECAST CONCRETE, SEE PRECAST ELEVATIONS FOR FINISH TYPES AND
TRANSITIONS
04.10 BRICK 1 - RUNNING BOND
04.11 BRICK 1 - SOLDIER COURSE
05.40 ROOF ACCESS LADDER
05.51 FLAT-LOCK PANEL 1
07.93 PREFINISHED METAL COPING, 1
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
08.43 HOLLOW METAL DOOR AND FRAME
26.02 EXTERIOR LIGHT FIXTURE - SEE ELEC.
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA M - SOUTH WALLE1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA M - NORTH/WEST WALLC1
6' 12'
CITY SUBMITTAL
Page 87 of 113
SECOND LEVEL
111'-4"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
T.O. PRECAST
ACTIVITIES CENTER
128'-6"
PRECAST BEARING
ELEVATION
92'-2"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
T.O. PCC -AREA M/N
127'-6"
03.01
04.10
08.06
04.11
TYPE M5
6'-0"
TYP
05.51
04.11
04.10
08.43
TYPE P6
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P4
10'-0"
TYPE P9
40'-0"
TYP
07.9303.01
TYP
08.0605.5308.43 04.1004.11
TYPTYP
T.O. WALL AREA D
116'-8"
08.01 08.01 08.0108.06 08.01 08.01 08.01 08.01 08.01
BRICK LEDGE 93'-0"
BRICK LEDGE 93'-0"
05.51
05.51 05.51
08.43
TYPE M4
10'-0"
TYPE N5
45'-4"
TYPE N4
20'-0"
TYPE N4
20'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"TYPE N4
10'-0"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
04.10 04.11
05.51
BRICK LEDGE 93'-0"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
05.51
04.1104.10
BRICK LEDGE 93'-0"
ACTIVITIES CENTER
LOWER LEVEL
93'-0"
ACTIVITIES CENTER
UPPER LEVEL
106'-4"
T.O. PRECAST
ACTIVITIES CENTER
128'-6"
03.01
PRECAST BEARING
ELEVATION
92'-2"
PEDESTRIAN WALKWAY
LEVEL
107'-8"
T.O. PCC -AREA M/N
127'-6"
05.51 07.93
04.1104.1008.44
TYP
TYPE P8
13'-6"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P1
10'-0"
TYPE P10
44'-6"
08.01 05.53
TYP
04.10 04.11
05.5107.93
08.06
05.40
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0"
TYPE N4
10'-0" 5'-2"
TYP TYP
05.5108.06
04.1104.10
TYP
08.01 08.01 08.01 08.43 08.43BRICK LEDGE 92'-10"BRICK LEDGE 92'-10"BRICK LEDGE 93'-0"
TYP TYP
03.01
08.43 08.43
P
D1
A5.111
Sim
B1
A5.111
Sim
F2
A5.111
Sim
F1
A5.111
Sim
N
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA N & P - EASTD1
6' 12'
F
E
D
C
B
A
1 2 3 4 5 6 7 8
A
MN
Check:
Drawn:
Date:
Comm:
License Number:
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
under the laws of the State of
Scale:
Date
2/
2
5
/
2
0
2
5
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2
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/
R
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S
E
M
O
U
N
T
H
I
G
H
S
C
H
O
O
L
(R
2
3
)
.
r
v
t
As indicated
INDEPENDENT SCHOOL
DISTRICT #196
2024 Rosemount
High School
Additions and
Renovations
A5.111
EXTERIOR
ELEVATIONS -
AREA N/P
3455 153rd St W, Rosemount, MN
55068
3335 142nd St W, Rosemount, MN
55068
NOT FOR CONSTRUCTION
KS/SK
LH
02/26/2025
232218
MN
02/26/2025
R. Scott McQueen
20155
ARCHITECT
KEY PLAN
A B
C D E F
H J K L
G
M
N
P
MATERIALS KEY
KEY MATERIAL
03.01 ARCHITECTURAL PRECAST CONCRETE, SEE PRECAST ELEVATIONS FOR
FINISH TYPES AND TRANSITIONS
04.10 BRICK 1 - RUNNING BOND
04.11 BRICK 1 - SOLDIER COURSE
05.40 ROOF ACCESS LADDER
05.51 FLAT-LOCK PANEL 1
05.53 INSULATED INFILL PANEL 1
07.93 PREFINISHED METAL COPING, 1
08.01 EXTERIOR GLAZING, SEE OPENING TYPES
08.06 PREFINISHED ALUMINIUM CURTAIN WALL SYSTEM
08.43 HOLLOW METAL DOOR AND FRAME
08.44 STEEL COILING DOOR
Revisions
Description Date Num
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA N & P - SOUTHB1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA N - EASTF1
6' 12'
0
1/8" = 1'-0"
EXTERIOR ELEVATION - AREA N - WESTF2
6' 12'
CITY SUBMITTAL
Page 88 of 113