HomeMy WebLinkAbout04-03-19 PCAPPROVAL OF THE AGENDA
APPROVAL OF MINUTES
January 9, 2019 Planning Commission Regular Meeting
01 -09 -19 PC.PDF
PLANNING CASES
Planning Case 18 -014 –Mounds View School District 1900 & 1901 Lake Valentine
Road –Final PUD And Comprehensive Plan Amendment (Public Hearing
Required)
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
Planning Case 19 -001 –Brausen Family Automotive Repair –Site Plan Review
And Final PUD (Public Hearing Required)
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
19 -003 Bethel University Science Addition –Site Plan Review (No Public Hearing
Required)
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
UNFINISHED AND NEW BUSINESS
COMMENTS AND REPORTS
Report From The City Council
Planning Commission Comments
ADJOURNMENT
ADJOURN
A quorum of the City Council may be
present at this meeting.
Chair:
Nick Gehrig
Commissioners:
Matt Dixon
Steven Jones
James Lambeth
Paul Vijums
Subbaya
Subramanian
Jonathan Wicklund
Clayton
Zimmerman
(Alternate)
Vacant
(Alternate)
Council Liaison:
Steve Scott
Planning Commission
April 3, 2019
6:30 p.m.
City Hall
Address:
1245 W Highway 96
Arden Hills MN 55112
Phone:
651 -792 -7800
Website :
www.cityofardenhills.org
City Vision
Arden Hills is a strong community that values its unique environmental setting,
strong residential neighborhoods, vital business community, well -maintained
infrastructure, fiscal soundness, and our long -standing tradition as a desirable
City in which to live, work, and play.
Agenda
CALL TO ORDER
1.
2.
2.A.
Documents:
3.
3.A.
Documents:
3.B.
Documents:
3.C.
Documents:
4.
5.
5.A.
5.B.
6.
APPROVAL OF THE AGENDAAPPROVAL OF MINUTESJanuary 9, 2019 Planning Commission Regular Meeting01-09 -19 PC.PDFPLANNING CASESPlanning Case 18 -014 –Mounds View School District 1900 & 1901 Lake Valentine Road –Final PUD And Comprehensive Plan Amendment (Public Hearing Required) MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDF
Planning Case 19 -001 –Brausen Family Automotive Repair –Site Plan Review
And Final PUD (Public Hearing Required)
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
19 -003 Bethel University Science Addition –Site Plan Review (No Public Hearing
Required)
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
UNFINISHED AND NEW BUSINESS
COMMENTS AND REPORTS
Report From The City Council
Planning Commission Comments
ADJOURNMENT
ADJOURN
A quorum of the City Council may be
present at this meeting.
Chair:Nick GehrigCommissioners: Matt DixonSteven JonesJames LambethPaul VijumsSubbaya Subramanian Jonathan WicklundClayton Zimmerman (Alternate) Vacant (Alternate)Council Liaison:Steve Scott Planning Commission April 3, 2019 6:30 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. AgendaCALL TO ORDER1.2.2.A.Documents:3.3.A.Documents:
3.B.
Documents:
3.C.
Documents:
4.
5.
5.A.
5.B.
6.
Approved: April 3, 2019
CITY OF ARDEN HILLS, MINNESOTA
PLANNING COMMISSION
WEDNESDAY, JANUARY 9, 2019
6:30 P.M. - ARDEN HILLS CITY HALL
CALL TO ORDER/ROLL CALL
Pursuant to due call and notice thereof, Chair Nick Gehrig called to order the regular Planning
Commission meeting at 6:30 p.m.
ROLL CALL
Present were: Chair Nick Gehrig, Commissioners Matt Dixon, Steven Jones, and James
Lambeth.
Absent: Commissioners Brent Bartel, Angela Hames, Paul Vijums, and Clayton Zimmerman.
Also present were: City Planner Mike Mrosla, Councilmember Dave McClung, and Planning
Consultant Jane Kansier.
APPROVAL OF AGENDA – JANUARY 9, 2019
Chair Gehrig stated the agenda will stand as published.
APPROVAL OF MINUTES
September 5, 2018 – Planning Commission Regular Meeting
Commissioner Lambeth moved, seconded by Commissioner Jones, to approve the
September 5, 2018, Planning Commission Regular Meeting as presented. The motion
carried unanimously (4-0).
PLANNING CASES
A. Planning Case 18-027; Site Plan Review – Land O’Lakes – Not a Public Hearing
City Planner Mrosla stated Sign Source has submitted an application for a Sign Standard
Adjustment via Site Plan Review on behalf of Land O’ Lakes. The Applicant is requesting a
Sign Standard Adjustment that would allow for a deviation from the Sign Code to increase the
permitted size of freestanding monument and auxiliary signs.
ARDEN HILLS PLANNING COMMISSION – January 9, 2019 2
City Planner Mrosla explained the Land O’ Lakes corporate campus consists of 47 acres and
includes three buildings, including a recently completed a 150,000 square foot office building
addition. With the completion of the office building and new parking lot configuration the
Applicant is requesting to replace and add additional auxiliary directional signs. In addition, the
Applicant is requesting to replace the two (2) freestanding monument signs located adjacent to
County Road F West and Lexington Avenue North.
Site Data
Land Use Plan: I/O – Light Industrial and Office
Existing Land Use: I/O – Light Industrial and Office
Zoning: I-1 – Limited Industrial District
Current Lot Sizes: 47 Acres (2,047,320 square feet)
Topography: Fairly Flat
City Planner Mrosla reviewed the surrounding area, the Plan Evaluation and the Sign Standard
Adjustment Criteria.
City Planner Mrosla provided the Findings of Fact for review:
1. The property at 4001 Lexington Avenue North is located in the I-1 Zoning District and
Sign District 6.
2. In Sign District 6, one additional freestanding sign is permitted up to 22.5 square feet in
area and 12 feet in height for properties that front more than one public street. Sign
District 6 allows auxiliary signs up to six (6) square feet.
3. The proposed freestanding monument signs measure ten (10) feet in width and six (6) feet
in height for an area of 60 square feet. The proposed sign adjacent to Lexington Avenue
has a sign copy area of 15 square feet and the proposed sign located along County Road F
Wheat has sign copy area of 20 square feet. The proposed auxiliary signs measure four
(4) feet in width and six (6) feet in height for an area of 24 square feet.
4. Section 1260 of the Sign Code permits deviation from the Sign Code through the Site
Plan Review process.
5. Due to the location of the sign installations, adjustments are needed for the proposed
signs to be reasonably visible from the County roads.
6. The sign adjustment will not result in a sign that is inconsistent with the purpose of the I-
1 Zoning District.
7. The signs will not be visible from any residential properties.
8. The increased sign area will not have a negative impact on adjacent properties or the City
as a whole because it is consistent with the architecture and design of the Land O’Lakes
corporate campus.
City Planner Mrosla reviewed the options available to the Planning Commission on this matter:
1. Recommend Approval with Conditions
2. Recommend Approval as Submitted.
3. Recommend Denial
4. Table
Chair Gehrig opened the floor to Commissioner comments.
ARDEN HILLS PLANNING COMMISSION – January 9, 2019 3
Commissioner Jones asked what the difference was in the widths of the existing and requested
sign.
City Planner Mrosla stated the current sign was four feet wide and noted the proposed signs
were four feet wide. He noted the new signs would allow for additional navigation through the
corporate campus.
Commissioner Lambeth questioned what the difference was between the proposed auxiliary
sign and the existing auxiliary sign.
City Planner Mrosla explained the existing sign has two footings in the ground and the new
sign would have a center footing in the middle of the sign.
Jim Abrahamson, Sign Source, reported the new signs would be more monumental in nature
versus a post panel.
Commissioner Lambeth commented on Section 12-10 of the Sign Code and how signs were
defined. He explained auxiliary signs were more monument signs than free standing signs. He
asked if the same terminology should be used on these signs when they were not the same.
Mr. Abrahamson reported the new signs would provide a more permanent look than the post
panel signs.
City Planner Mrosla indicated staff had reviewed this in detail with the applicant and believed
the proposed signs were more navigational or directional in nature than free standing monument
signs.
Commissioner Jones inquired where the signs would be located.
Mr. Abrahamson explained the signs would be located within the campus.
Kevin Taaffe, Land O’Lakes representative, discussed the reason he was requesting flexibility
on the signage. He noted the Land O’Lakes logo would not appear on all of the directional
signage within the campus because people would know they were on the Land O’Lakes campus
after turning into the site.
Commissioner Lambeth asked what the difference was between copy area and sign area.
City Planner Mrosla stated from a staff perspective, sign area was the total sign size and the
sign copy area was the box around the text.
Further discussion ensued regarding the font size that would be used on the proposed signs.
Commissioner Lambeth inquired if the new signs would be placed where the existing signs are
located.
ARDEN HILLS PLANNING COMMISSION – January 9, 2019 4
Mr. Taaffe reviewed the location for the new signage and reported this would be approved by
the City.
Commissioner Lambeth asked if the directional signs would be illuminated.
Mr. Taaffe commented these signs would not be illuminated. He noted that the majority of its
visitors were on the campus during the day time hours.
Commissioner Jones stated he supported the proposed signage and believed it would fit nicely
into the corporate campus.
Chair Gehrig agreed the signs were proportionate to the corporate campus and would fit into the
site well.
Commissioner Jones moved and Commissioner Lambeth seconded a motion to recommend
approval of Planning Case 18-027 for a Site Plan Review – Sign Standard Adjustment for
Land O’Lakes at 4001 Lexington Avenue North based on the findings of fact and the
submitted plans, as amended by the eight (8) conditions in the January 9, 2019, report to
the Planning Commission. The motion carried unanimously (4-0).
UNFINISHED AND NEW BUSINESS
None.
REPORTS
A. Report from the City Council
Councilmember McClung updated the Planning Commission on City Council activities from
December. He reported the Council appointed two City Council members to the JDA noting
Councilmember Holden and Mayor Grant would be serving on the JDA for the next two years.
He stated Brian Holmes has been selected as the Chairman of the JDA for the next two years. He
indicated two concept plan reviews were reviewed by the Council in December. The first request
was for 120 units of senior/multi-family housing units on Park Shore Lane. The second request
was from the Mounds View School District requesting multiple changes at Mounds View High
School. He noted the City was close to approving the 2040 Comprehensive Plan which would
then be submitted to the Met Council. He stated he was very happy to have City Planner Mrosla
working for the City of Arden Hills. He then provided the Commission with an updated on the
TCAAP development noting Ramsey County had withdrawn their staff resources from the
project. He reported the TCAAP Civic Site Task Force would be put on hold for the time being.
He stated it was his hope this was a temporary hiccup with the County and that work on this
project would begin again in the near future.
B. Planning Commission Comments and Requests
None.
ARDEN HILLS PLANNING COMMISSION – January 9, 2019 5
C. Staff Comments
None.
ADJOURN
Commissioner Jones moved, seconded by Commissioner Lambeth, to adjourn the January
9, 2019, Planning Commission Meeting at 7:15 p.m. The motion carried unanimously (4-0).
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Requested Action
Mounds View Public Schools has submitted an application for a Master and Final Planned Unit
Development (PUD). The Applicant is requesting to construct 27,300 square feet of additional
classroom space and a 49,000 square feet gymnasium addition. The property, located at 1900 Lake
Valentine Road, is zoned R-1, Single Family Residential and is guided as Public and Institutional
on the Land Use Plan.
In addition, the Applicant is requesting to amend the 2040 Comprehensive Plan. The Applicant is
requesting to modify the existing Land Use of 1901 Lake Valentine Road, the former First Student
Bus Garage from Low Density Residential to Public and Institutional in the 2040 land use plan.
This property will be used for high school student and staff parking.
The PUD is required to allow the two non-contiguous parcels to be used as a single use.
Background
1. Existing Site Conditions:
The last major addition to the high school occurred in 2000 when they reconstructed the track and
field stadium and added to the main entrance, auditorium, orchestra/choir area, storage, computer
lab, staff dining area, woodshop, and classrooms.
MEMORANDUM
DATE: April 3, 2019 PC Agenda Item 3.A
TO: Planning Commission
FROM: Mike Mrosla – City Planner
Jane Kansier – Senior Planner Consultant
SUBECT: Planning Case # 18-014 – Public Hearing Required
Applicant: ISD #621: Mounds View Public Schools
Property Location: 1900 and 1901 Lake Valentine Road
Request: Master and Final Planned Unit Development; Comprehensive Plan
Amendment
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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The Applicant is requesting a Comprehensive Plan Amendment to change the existing land use
designation of 1901 Lake Valentine Road. In addition, the Applicant is proposing an addition
totaling 76,300 square feet; 49,000 square feet for gymnasiums and 27,300 square feet for
classrooms, adding seven total classrooms. Interior remodels of the existing building would
include 65,000 square feet. The subject property is located at 1900 Lake Valentine Road.
The Applicant recently acquired the former First Student school bus garage located adjacent to the
high school at 1901 Lake Valentine Road. The Applicant is proposing to repave and restripe the
parking lot for more efficient car parking. The existing building on the site will be used for cold
storage. A more intensive use of the building may be proposed at a later date.
2. Planned Unit Development (PUD) Process:
The Planned Unit Development process is a tool that provides additional flexibility for
development that an underlying zoning district would not otherwise allow. For example, a PUD
may make exceptions to setbacks, lot coverage, parking requirements, signage, building materials,
or landscaping requirements. It is intended to overcome the limitations of zoning regulations and
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Planning Commission Meeting for April 3, 2019
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improve the overall design of a project. While the PUD process allows the City to negotiate certain
aspects of the development, any conditions imposed on the PUD must have a rational basis related
to the expected impact of the development. A PUD cannot be used to permit uses that would not
otherwise be permitted in the underlying zoning district.
If a PUD is comprised of multiple lots, it is often treated as one continuous development. The
development as a whole would be expected to meet the landscaping, structure coverage, and other
similar requirements. For example, one property in the PUD may have 60 percent building
coverage, but the development as a whole may not exceed 50 percent building coverage to maintain
conformance with the underlying zoning district.
The PUD development process is comprised of multiple steps. The first step is the Master PUD,
which is a detailed concept plan for the entire development outlining the individual phases over a
period of time. The City also works with the developer during this stage to set a design framework
for the development. These standards are written into a development agreement, which generally
includes the design standards, a list of conditions, and what deviations from the underlying zoning
district will be permitted. A Final PUD proposal is then submitted prior to the development of each
successive phase of the project. This plan provides a greater level of detail than the Master PUD
and must conform to the approved development agreement.
At this time, the applicant is simultaneously applying for both the Master and Final PUD. They
hope to complete all the proposed development in a single phase. However, due to budget
constraints, it may be necessary to delay the resurfacing and striping of the north parking lot to a
later date. This phase primarily involves grading and reconstruction of the surface lot. If the
applicant must delay this work, staff believes this phase can be reviewed as a site plan.
3. Surrounding Area:
Direction 2030 Land Use Zoning 2040 Land Use
North LDR: Low Density
Residential
R-1: Single Family Residential
District
PI: Public & Institutional &
LDR: Low Density Residential
South LDR: Low Density
Residential
R-1: Single Family Residential
District LDR: Low Density Residential
East LDR: Low Density
Residential
R-1: Single Family Residential
District LDR: Low Density Residential
West
POS: Parks & Open Space
District and PI: Public &
Institutional
POS: Parks & Open Space
District
POS: Parks & Open Space
District
4. Site Data:
Future Land Use Plan: PI: Public & Institutional
Existing Land Use: Institutional: High School, and former site of First Transit bus garage
Zoning: R-1: Single Family Residential District
Lot Size: 65.37 Acres
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Topography:
There grades on the south side of Lake Valentine Road (existing school site) vary about
20’ from the road (low point) to the south side of the lot (high point). This site has been
graded over the years to accommodate the buildings, athletic fields and parking lots.
The lot on the north side of Lake Valentine Road slopes towards the north, and has a 6’
variation from the high point of the lot to the low point.
Plan Evaluation
1. Chapter 13, Zoning Code Review
Section 1320 – District Provisions
A. Lot Size, Building Coverage, and Landscape Coverage – Meets Requirements
The minimum lot size in the R-1 District for non-residential uses is 14,000 square feet. The
total lot area of the subject property is 65.37 acres. No more than 25 percent of the total lot
area may be covered by structures. In this case, the high school and the proposed additions
would have a total footprint of 402,830 square feet, approximately 14.15 percent of the total
site area.
The Zoning Code requires properties in the R-1 District to maintain a minimum landscaped lot
area of 65 percent. Landscaping is defined as all plantings, including trees, grass, and shrubs.
R-1 District
Requirements
Existing Site
(%)
Proposed Master
PUD
Structure
Coverage
711,880 sf
25%
326,530 sf
11.47%
402,830 sf
14.15%
Landscape
Coverage
1,850,886 sf
65%
2,123,550 sf
74.6%
2,116,580 sf
74.33%
Total Area within Master PUD 65.37 acres
B. Height – Flexibility Required
The maximum height in the R-1 District is 35 feet. Most of the proposed additions are at or
below this height. There is a proposed penthouse addition, located adjacent to the gymnasium
addition, which is proposed to be 40’ in height. This requires flexibility of 5’ of the maximum
height.
C. Setbacks – Meets Requirements
The minimum R-1 setbacks and proposed setbacks are as follows:
Minimum Setback Proposed Setback
Front 40’ 60’
Side (min/total) 10’/25’ 370’/1,330’
Rear 30’ 260’
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Section 1325 – General Regulations
A. Landscaping and Tree Preservation – Section 1325.05 Subd. 1 and 1325.055
Minimum Caliper Inches and Tree Ratio – Exceeds Requirements
The Zoning Code requires that a minimum number of caliper inches of trees be provided based
on the gross square footage of the building on the property. The proposed additions have a
76,300 square foot footprint, and are generally 2-stories, so the minimum caliper inches
required for the landscaping plan is 477 inches. There are currently a total of 3,134 caliper
inches of trees on the site. The planned removal is 1,884 caliper inches, and new landscaping
includes 273.6 caliper inches to be planted throughout the site. This totals 1,523.6 caliper
inches on the site.
Tree Preservation – Flexibility Required
Caliper
Inches
Number of
Trees
Existing Significant Caliper Inches 2622 138
Proposed Significant Tree Removal 1637 83
Allowable Removal (10%) 260 --
Mitigation Requirement 689 --
Proposed Tree Plantings 243 14
Based on the ordinance requirements, an additional 446 caliper inches is required. The
applicant has the option of providing the additional trees on the site, or subject to City approval,
plant additional trees off-site or provide cash in lieu of replacement.
There is some need for additional screening between the athletic fields and the single family
houses to the south. It would be beneficial to plant some of the additional required caliper
inches along this area to provide an additional buffer. Other trees could also be planted along
the east side of the site.
Trees along Street Frontage – Exceeds Requirements
The Zoning Ordinance requires a minimum of one tree along the right of way for every fifty
(50) feet of public street frontage. The proposed plan exceeds this requirement.
Perennials and Shrubberies – Meets Requirements
The Zoning Ordinance also requires at least ten (10) percent of the total landscaped area shall
be covered with perennials and/or shrubbery and be planted within the perimeter of private
parking, building, and driveway areas. The proposed landscaping plan exceeds this
requirement.
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Planting Islands – Flexibility Requested
Planting islands shall be required to visually break up expanses of hard-surface parking areas,
to provide safe and efficient traffic movement, and to define rows of parking. Planting islands
shall occupy at least ten (10) percent of the parking area. Planting islands shall be edged with
concrete curbs. Parking lot planting islands shall be a minimum of 150 square feet in area, be
of appropriate width and length, and include at least one tree meeting the requirements of this
ordinance.
The applicant is not proposing any planting islands.
Tree Selection – Meets Requirements
The proposed landscape plan includes a variety of tree species, including maples, oaks, ash
and evergreens, ranging in size from 2-3 caliper inches. This is consistent with ordinance
requirements.
B. Lighting – Section 1325.05 Subd. 3 – Meets Requirements
The plan proposes new lighting in the parking lot on the north side of Lake Valentine Road,
and in the new bus parking area on the south side of Lake Valentine Road. The applicant
submitted a photometric plan that indicates the lighting does not exceed 0.1 foot candles at the
property boundary. This is less than the permitted 0.4 foot candles.
C. Screening – Section 1325.05 Subd. 4 - Meets Requirements
Mechanical operating equipment located on the ground or roof is required to be screened from
adjacent streets. The proposed plans indicate rooftop mechanical equipment is screened by
prefinished metal panels, which are complimentary to the building façade.
D. Drainage Wetlands and Flood Plain – Section 1325.05 Subd. 2
This proposal involves significant grading on the site to accommodate the building additions,
the access road around the building, new parking lot configuration, and new athletic fields
configuration. The grading and drainage plan is under review by the City Engineer and the
Rice Creek Watershed District. Comments from those reviews will be provided as soon as
possible.
E. Requirements for Parking, Loading, and Circulation – Section 1325.06 - Meets
Requirements
The existing circle drive in front of the school’s main entrance is the current bus drop-off and
pick-up, where buses are parked side-by-side and nose-to-tail; this creates an unsafe condition
forcing students to navigate between multiple lanes buses. The proposed revision to this
existing circle drive is to turn it into the parent drop-off and pick-up. A turn lane will also be
created at the entrance to this driveway, to limit the number of vehicles stacking on Lake
Valentine Road. The western half of the existing staff and student parking lot is proposed to
be modified to become a bus-dedicated lot with diagonal bus parking (no double-parking) and
enough room for the buses to turn around without having to back-up to exit the lot. As a
conditional of approval, overnight school bus parking is prohibited. The eastern half of the
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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existing parking lot will remain largely unchanged and will be utilized for student parking.
Sidewalks will be added to direct student between the eastern parking lot and the main building.
The proposed addition is not anticipated to generate additional parking demand on the campus
because the addition will support existing academic programs and the already planned for student
population on the campus. However, due to the creation of the bus staging area the Applicant is
proposing to utilize the parking area on the recently acquired 1901 Lake Valentine Road. The
existing school is currently under parked by 105 spaces. Under the current proposal the school
would have a surplus of 88 parking stalls as shown in the table below. The proposed parking area
will be utilized by staff, students and visitors. However, due to funding the parking lot at 1901
Lake Valentine Road may not get reconstructed at this time. Any reconstruction of the parking lot
shall require site plan approval.
Existing Parking Requirements
Land Use
Number of
Students/Staff Required Stalls
Number of Stalls
Provided
Parking
Deficiency/Surplus
Secondary Schools - 1 for each
school employee plus one
space per 4 students
1800/172* 622 517 -105
Proposed Parking Requirements
Land Use
Number of
Students/Staff Required Stalls
Number of Stalls
Provided
Parking
Deficiency/Surplus
Secondary Schools - 1 for each
school employee plus one
space per 4 students
1800/172* 622 710 +88
*Estimate 1800 students +/- 25 to 50 students depending on the time of year.
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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For the safety of pedestrians crossing the road to access the school, crosswalks are proposed at
two locations, across Lake Valentine Road. In addition, two (2) of flashing yellow lights
crosswalk signals are proposed. The crosswalk signals are similar to the signals located at
Valentine Hills Elementary School. A new sidewalk is proposed from the western access of
1901 Lake Valentine Road to Janet court. The intent of the sidewalk to reduce mid-block
pedestrian crossing at Janet Count. A four (4) foot tall decorative fence will be added to both
sides of the street in front of the school to assist in guide students, staff and visitors to the
crosswalks. Additional signage and other modification may occur as the Applicant and staff
are working to finalize the pedestrian crossing design.
2. Design Standards – Section 1325.05 Subd. 6
Aesthetics – Meets requirements
According to the zoning ordinance, the proposed design, scale, massing, materials, height and
other aspects of the proposed construction shall be evaluated by the Planning Commission and
the Council with respect to structures and properties in the surrounding area. The Planning
Commission and the Council shall consider whether the appearance of the proposed building
is at conflict with the structures and properties in the surrounding area as to cause a substantial
depreciation in the property values in the surrounding area or to unreasonably detract from the
appearance of the area or the city as a whole.
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Planning Commission Meeting for April 3, 2019
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The proposed additions are utilizing the same or similar materials as the existing high school and
the overall design of the proposed addition complements the existing architectural theme found
onsite. In addition, the Applicant is proposing to use metal accent panels and large windows. The
proposed additions are similar in scale to the existing building. To ensure the materials match the
existing building, staff is requiring the Applicant to provide a materials board prior to the issuance
of a building permit.
3. Sign Code – Chapter 12
1. Wall Signage – Flexibility Requested
The site is located in Sign District 1. Each property is allowed wall signage measuring up to 8
square feet in area. The proposed plan is requesting flexibility with wall signage to allow a
sign depicting the school mascot. The location of the mascot sign is identified above, However,
the scale in the elevation is incorrect. The proposed sign is not illumined and if the Applicant
determines to illuminate the sign it shall externally illumined and shall be approved by
planning staff in writing.
Wall Sign
Sign District 1 Permitted Proposed
Type Wall Wall
Maximum Copy Area 8 sq. ft. 52.5 sq. ft.
Maximum Height None 7 feet
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2. Freestanding Signage – Meets Requirements
Proposed signs on the site are auxiliary, relating to traffic movement, circulation, and parking.
The maximum sign copy area for auxiliary signs is 2 square feet.
4. Traffic Study
The use of the parking lot on the north side of Lake Valentine Road for student and staff parking
creates the potential for conflicts between pedestrians crossing the road and automotive vehicles.
Safety improvements are required to mitigate the potential impacts of these conflicts. The applicant
has provided an initial traffic impact study and a draft plan to address these issues. City staff
requested an update to the study and revised plans. The revised plans have been submitted and are
currently under review. The revised report has not been submitted as of the writing of this report.
Findings and recommendations of this report should be included as conditions of approval of the
project.
Comprehensive Plan Amendment
The property at 1900 Lake Valentine Road is guided for Public and Institutional uses. The property
at 1901 Lake Valentine Road is currently guided for Low Density Residential uses. The applicant
has submitted an application for an amendment to the Comprehensive Plan; however, this
amendment cannot be formerly approved until the 2040 plan is approved by the Metropolitan
Council. The proposed Public and Institution designation is consistent with the use and designation
of the adjacent properties.
Suggested Findings of Fact
Staff offers the following findings of fact for consideration:
1. The properties located at 1900 and 1901 Lake Valentine Road are located in the R-1 Single
Family Residential District.
2. The applicant has proposed a Master Planned Unit Development in order to include
noncontiguous parcels as a single use. Other components of the proposal are classroom and
gymnasium additions, reconfiguration of the bus parking lot and the staff and student
parking lots, and reconfiguration of athletic fields.
3. The applicant has submitted a Master and Final Planned Unit Development.
4. The Master PUD is generally consistent with the requirements of the City Code.
5. Where the plan is not in conformance with the City Code, flexibility has been requested by
the applicant and/or conditions have been placed on an approval that would mitigate the
nonconformity.
6. Flexibility through the PUD process has been requested in the following areas: planting
island coverage, tree replacement, building height, and wall signage.
7. The proposed development plan exceeds the minimum requirements of the City Code in
the following areas: lot size, building coverage, landscape coverage, setbacks, street trees,
perennials and shrubs, tree selection, lighting, screening, location and number of parking
stalls, aesthetics and freestanding signs.
8. The Master PUD is in conformance with the draft Arden Hills 2040 Comprehensive Plan,
as proposed to be amended. The properties at 1900 and 1901 Lake Valentine Road are
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine
Road\Memos Reports
Page 11 of 13
zoned R-1, Single Family Residential. Compatible uses such as educational campuses are
also intended for this zoning district.
9. With the applied conditions, the application is not anticipated to create a negative impact
on the immediate area or the community as a whole.
Recommended Conditions of Approval
Based on the submitted plans and findings of fact, staff recommends approval of Planning Case
18-014 for a Master and Final PUD at 1900 and 1901 Lake Valentine Road be subject to the
following conditions:
1. The project shall be completed in accordance with the plans submitted as amended by the
conditions of approval. Any significant changes to the plans, as determined by the City
Planner, shall require review and approval by the Planning Commission and City
Council.
2. Prior to the issuance of a building permit, the Applicant shall provide a revised landscape
plan to include the required replacement caliper inches. Plantings should be focused on
the south and east side of the site, adjacent to the single family dwellings.
3. Prior to the issuance of a building permit, the Applicant shall submit a materials board to
be approved in writing by staff.
4. A letter of credit equal to 125% of the cost of the required landscaping must be submitted
to the city prior to issuance of a building permit.
5. Site Plan Review application shall be required for the reconstruction of the parking lot on
PID 21302334005.
6. Any use of the existing building on the on PID 21302334005 other than cold storage will
require an amendment to the approved PUD.
7. Overnight vehicle storage is prohibited. All overnight vehicle storage shall be stored in
indoors.
8. No exterior storage shall be permitted onsite.
9. All light poles shall be a maximum of 25 feet in height, including base, and shall be
shoebox style, downward directed, with high-pressure sodium or LED lamps and flush
lens. Other than wash or architectural lighting, attached security lighting shall be
shoebox style, downward directed with flush lens. In addition, any entry lighting under
canopies shall be recessed and use a flush lens. Shields shall also be added as directed by
the City.
10. All rooftop or ground mounted mechanical equipment shall be hidden from view with the
same materials used on the building in accordance with City Code requirements.
11. Prior to the issuance of a Grading and Erosion Control permit, trees or tree areas that are
to be preserved shall be visibly marked and city-approved tree protection fencing or other
method shall be installed and maintained at the critical root zones of the trees to be
protected. The location of the fencing shall be in conformance with the approved tree
preservation plan and approved by staff in writing.
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine
Road\Memos Reports
Page 12 of 13
12. The Applicant shall be responsible for obtaining any other permits necessary from other
agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site
activities.
13. All disturbed boulevards shall be restored with sod.
14. The Applicant shall be responsible for protecting the proposed on-site storm sewer
infrastructure and components and any existing storm sewer from exposure to any and all
stormwater runoff, sediments and debris during all construction activities. Temporary
stormwater facilities shall be installed to protect the quality aspect of the proposed and
existing stormwater facilities prior to and during construction activities. Maintenance of
any and all temporary stormwater facilities shall be the responsibility of the Applicant.
15. The Applicant shall be responsible for obtaining a land disturbance Grading and Erosion
Control permit from the City’s Engineering Division prior to the commencement of any
land disturbance activities.
16. Heavy duty silt fence and adequate erosion control around the entire construction site
shall be required and maintained by the Developer during construction to ensure that
sediment and storm water does not leave the project site.
17. Prior to the 2019-2020 school year school year starting the applicant shall stripe a
minimum of 334 parking stalls in parking lot located on PID 213023340005. Parking
stalls dimensions shall be 9 feet by 18 feet.
18. Prior to the issuance of a grading permit, the school district shall provide the City in
writing how they will staff the pedestrian crossing during student arrive and release.
19. Prior to the issuance of a Grading and Erosion Control permit the Engineering
Department shall approve the Final grading, utility, stormwater and right of way
improvement plans.
20. The Applicant and city staff shall review traffic and pedestrian operations prior to the end
2019-2020 school year. The Applicant shall implement improvements recommended by
the City Engineer.
21. Prior to the issuance of a land disturbance permit, all items identified in the March 5,
2019 Engineering Review Comments memo shall be addressed. All comments shall be
adopted herein by reference.
22. Prior to the issuance of a building permit, snow removal plan shall be submitted.
23. The proposed mascot wall sign may be externally illumined and shall be approved by
planning staff in writing. Internal illumination is prohibited. The proposed mascot sign
shall not exceed 53 square feet. Final location of the proposed mascot wall sign shall be
approved in writing by planning staff.
Proposed Motion Language
1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 18-
014 for a Master and Final PUD at 1900 Lake Valentine Road, based on the findings of fact
and submitted plans, as amended by the conditions in the April 3, 2019, Report to the Planning
Commission.
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2018\PC 18-014 - Mounds View School District - 1900 & 1901 Lake Valentine
Road\Memos Reports
Page 13 of 13
2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case
18-014 for a Master and Final PUD at 1900 and 1901 Lake Valentine Road, based on the
findings of fact and submitted plans in the April 3, 2019, Report to the Planning Commission.
3. Recommend Denial: Motion to recommend denial of Planning Case 18-014 for a Master and
Final PUD at 1900 and 1901 Lake Valentine Road based on the following findings of fact:
findings to deny should specifically reference the reasons for denial and why those reasons
cannot be mitigated.
4. Table: Motion to table Planning Case 18-014 for a Master and Final PUD at 1900 and 1901
Lake Valentine Road for the following reasons: a specific reason and/or information request
should be included with a motion to table.
Notice and Public Comments
Notice was published in the Arden Hills-Shoreview Bulletin on March 22, 2019. Notice was
prepared by the City and mailed to property owners within 500 feet of the subject property. Staff
has not received any letters, e-mails, or telephone calls from property owners or residents in
regards to this planning case.
Deadline for Agency Actions
The City of Arden Hills received the completed application for this request on March 27, 2019.
Pursuant to Minnesota State Statute, the City must act on this request by May 26, 2019 (60 days),
unless the City provides the petitioner with written reasons for an additional 60 day review period.
The City may, with the consent of the applicant, extend the review period beyond the initial 120
days.
Attachments
A. Application
B. Location Map
C. 11x17 Plan Sets
Disclaimer: This map is intended for reference purposes only and is
not a legally recorded map or survey. The City of Arden Hills shall
not be liable for any damages or claims that arise due to accuracy,
availability, use or misuse of the information herein pursuant to MN
Statute 466.03 Subd 21.
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COORDINATE ELECTRICAL DISCONNECTION PRIOR TO
REMOVAL OF THE FUELING STATION. REMOVE FUEL OIL
TANK, BOLLARDS, CANOPY STRUCTURE, CONCRETE, ETC.
ALL WORK, EXCLUDING WALKS, DECORATIVE
METAL FENCE, ENTRANCE APRONS, CURB
AND GUTTERS, AND ASPHALT 10' NORTH OF
PROPERTY LINE BY ALTERNATE #1
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PROTECT BOLLARD
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COORDINATE RELOCATION
OF POWER POLE WITH
LOCAL POWER COMPANY
COORDINATE RELOCATION
OF POWER POLE WITH
LOCAL POWER COMPANY
NOTES:LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 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. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
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LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.11
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANREMOVALS
Addendum #2 02/22/2019 1
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UTILITY TO RELOCATE EXISTING GAS LINE
REMOVE VEHICLE
GATE (INCLUDING
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OF POWER POLE WITH
LOCAL POWER COMPANY
R10
NOTES:LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 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. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
R1
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X1
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LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.12
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANREMOVALS
Addendum #2 02/22/2019 1
R1
R1
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R1 REMOVE STAIRS (INCLUDING
FOOTINGS, RAILINGS, ETC.)
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RELOCATE SHED - COORDINATE
LOCATION WITH OWNER
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R6R4
P6
R4
R6R4
P4
REMOVE ROCK
REMOVE GRAVEL
P4
P5
P6
P6
X1
X1
P7
P7
P7
P8
X1
P7
P9
P9
P11P9
P9
P9
P9
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
PROTECT ROCK
PROTECT ROCK
P2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X3
CONTACT AND COORDINATE WITH LOCAL
UTILITY TO RELOCATE EXISTING GAS LINE
CONTACT AND COORDINATE WITH LOCAL
UTILITY TO RELOCATE EXISTING GAS LINE
REMOVE VEHICLE
GATE (INCLUDING
POSTS AND FOOTINGS)
PROTECT STEPS
X4
R6
R12
P4
PROTECT UNDERGROUND UTILITY
P6
P11P10
P6
P6P4
R1
R2
NOTES:
LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 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. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
R1
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
X1
X2
X3
X4
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.13
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANREMOVALS
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
P12
P4
PROTECT SCOREBOARD AND RELATED COMPONENTS
P7
P8
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P4
R4
R12
R12
NOTES:LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 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. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
R1
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
X1
X2
X3
X4
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.14
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANREMOVALS
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
23
15
18.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
18.00'24.00'14.14'3.00'24.00'4.10'153.00'3.00'24.00'18.00'24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'18.00'24.01'18.01'30.05'NORTH PARKING
(501 STALLS)
58
56
58
52
32
34
34
26
23
38
26
26
24.00'NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGALL WORK, EXCLUDING WALKS, DECORATIVE
METAL FENCE, ENTRANCE APRONS, CURB
AND GUTTERS, AND ASPHALT 10' NORTH OF
PROPERTY LINE BY ALTERNATE #1
1
C2.13
1
C2.13
9'X18' STALLS (TYPICAL)
9'X18' STALLS (TYPICAL)
9'X18' STALLS (TYPICAL)
9'X18' STALLS (TYPICAL)
9'X18' STALLS (TYPICAL)
9'X18' STALLS (TYPICAL)
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
3
C2.13
TRANSITION CURB
3
C2.13
3
C2.13
C2.13
20
C2.13
19
TRANSITION CURB
STYLES OVER 10'
3
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
C2
8
C2.13
8
C2.13
8
C2.13
9
C2.13
1
C2.14
10
C2.13
2
C2.14
10
C2.13
10
C2.13
10
C2.13
10
C2.13
10
C2.13
10
C2.13
10
C2.13
10
C2.13
10
C2.13
10
C2.1310
C2.13
10
C2.13
10
C2.13
10
C2.13
11
12
C2.13
12
C2.13
12
C2.13
4" WIDE SINGLE WHITE PAINT STRIPE
PAINTED DIRECTIONAL ARROW
PAINTED
DIRECTIONAL
ARROW
13
C2.13
PAINTED ACCESSIBLE
SYMBOL (TYPICAL)
4" PAINT STRIPE @ 3'
O.C. WITH WORDS "NO
PARKING" (TYPICAL)
3
C2.13
3
C2.13
3
C2.13
3
C2.13
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.12
3
C2.12
21
C2.12
2
C2.14
6
C2.13
C2.12
3
C2.12
21
C2.12
22
C2.13
5
C2.13
5
C2.13
1
C2.13
5
C2.13
5
C2.13
2' x 8' PAINTED CROSSWALK PANELS @ 5.5' O.C.
1
C2.13
DB16
C2.13 DB 17
C2.13
CB 12
C2.15
CB 12
C2.15
CB12
C2.15
CB12
C2.15
DB 17
C2.13
DB 17
C2.13
EC2.13
16
FC2.13
16
FC2.13
16
17
C2.13A
PAINTED 'STOP' BAR
17
C2.13A 2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
AC2.13
17
PAINTED 'STOP' BAR
2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
AC2.13
16
PAINTED 'STOP' BAR
12
C2.13
2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
24" SOLID YELLOW LINE @ 30' O.C. WITH
DOUBLE 4" YELLOW LINE BORDER. BLACK OUT
EXISTING PAINT STRIPING. LIMITS SHALL MATCH
THE EXISTING CENTER LANE MARKINGS
STANDARD ONE-WAY DIRECTIONAL
COMBINED DIRECTIONAL
TIERED PERPENDICULAR
2
C2.14COMBINED DIRECTIONAL
2
C2.14
STANDARD ONE-WAY
DIRECTIONAL
2
C2.14
STANDARD ONE-WAY
DIRECTIONAL
EC2.13
16
5' WIDE SIDEWALK
5' WIDE SIDEWALK
5' WIDE SIDEWALK
8' WIDE SIDEWALK
5' WIDE SIDEWALK
NOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
EXISTING PARKING COUNTS (680 TOTAL STALLS):
NORTH PARKING = 158 CAR STALLS
BUS / EAST PARKING = 446 CAR STALLS
SOUTH PARKING = 68 STALLS
WEST PARKING = 8 STALLS
PROPOSED PARKING COUNTS (705 TOTAL CAR STALLS):
NORTH PARKING = 501 STALLS
BUS / EAST PARKING = 29 BUS STALLS, 174 CAR STALLS
SOUTH PARKING = 6 STALLS
WEST PARKING = 8 STALLS
ACCESSIBLE PARKING = 16 STALLS
ACCESSIBLE PARKING STALL REQUIREMENTS = 19 STALLS
ACCESSIBLE PARKING STALLS PROVIDED = 20 STALLS
SITE STATISTICS:
LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.21
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANFINISHING
BUILDINGS: 246,897 SQ. FT.
PARKING AND DRIVES: 390,962 SQ. FT.
WALKWAYS: 80,981 SQ. FT.
IMPERVIOUS SURFACE BREAKDOWN:
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
MnMUTCD R1-1
(30"x30")A
MnMUTCD S1-1
(30"x30")B
MnMUTCD W16-7P
(24"x12")C
MnMUTCD W16-9P
(24"x12")D
MnMUTCD R4-7
(36"x30")E
MnMUTCD R3-7
(30"x30")F
SIGNAGE KEY NOTES
17
12NOPARKING
5.00'45°0'0"45°0'0"40.00'13.0
0'40.00'13.0
0'5.00'NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING30.00'73.88'BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(6 BUS STALLS)
ACCESSIBLE PARKING
(16 STALLS)
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
4 UNITS
TOTAL
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE HEIGHT
AND LAYOUT INCLUDING GATE
SIZES AND LOCATIONS
MATCH EXISTING FENCE HEIGHT AND
LAYOUT INCLUDING GATE SIZES AND
LOCATIONS - NO MAINTENANCE STRIP
3.89'
24.00'
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
SIMILAR TO
SIMILAR
TO
SIMILAR
TO
SIMILAR
TO
12' WALK
8'X18' STALLS (TYPICAL)
PAINTED ACCESSIBLE
SYMBOL (TYPICAL)
4" PAINT STRIPE @ 3'
O.C. WITH WORDS "NO
PARKING" (TYPICAL)1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
ANSFORMER - REFER TO
ECTRICAL PLANS
K - REFER TO
PLANS
1
C2.13
2
C2.13
3
C2.13
TRANSITION CURB
STYLES OVER 10'
3
C2.13
3
C2.13
TRANSITION CURB
STYLES OVER 10'
3
C2.13
4
C2.13
4
C2.13
5
C2.13
5
C2.13
5
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
C2.13C2.13
6
C2.13
6
C2.13
6
C2.13
7
C2.13
7
C2.13
7
C2.13
8
C2.13
8
C2.13
9
C2.13
C2.13
2
C2.14
10
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
14
C2.13
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
192
C2.14
6
C2.13
C2.12
3
C2.12
21
C2.12
22
C2.13
5
C2.13
1
C2.13
24
C2.11
18
C2.13
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL AND EXISTING
FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM
AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND
CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.
18
C2.13
18
C2.13
6
C2.13
2' x 8' PAINTED CROSSWALK PANELS @ 5.5' O.C.
1
C2.13
4
C2.12
PLACE POST AS CLOSE AS
POSSIBLE TO BUILDING
PLACE POST MIN. 12"
INSIDE BITUMINOUS LIMITS
18
C2.13
18
C2.13
3' WIDE SINGLE SWING GATE
WITH LATCHING DEVICE
12' WIDE DOUBLE SWING
GATE WITH LATCHING DEVICE
12' WIDE DOUBLE SWING
GATE WITH LATCHING DEVICE
18
C2.13
10
C2.13
4" PAINT STRIPE @ 3'
O.C. WITH WORDS "NO
PARKING" (TYPICAL)
REFER TO STRUCTURAL
PLANS FOR WALL SECTION
1
C2.13
5
C2.13
5
C2.13
5
C2.13
5
C2.13
14
C2.13
1
C2.13
C2.13
18
C2.11
24
6
C2.13
CB 12
C2.15
CB12
C2.15
CB12
C2.15
DB 17
C2.13
DB 17
C2.13
EC2.13
16
17
C2.13A
PAINTED 'STOP' BAR
AC2.13
16
PAINTED 'STOP' BAR
12
C2.13
x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
8
C2.13
11
C2.13
9
C2.13
9
C2.13
2' x 8' PAINTED CROSSWA
PANELS @ 5.5' O.C.
17
C2.13A
AY DIRECTIONAL
COMBINED DIRECTIONAL
2
C2.14COMBINED DIRECTIONAL
2
C2.14
STANDARD ONE-WAY
DIRECTIONAL
2
C2.14STANDARD ONE-WAY DIRECTIONAL
2
C2.14
STANDARD ONE-WAY
DIRECTIONAL
5' WIDE SIDEWALK
8' WIDE SIDEWALK
5' WIDE SIDEWALK
5' WIDE SIDEWALK
NOTES:LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.22
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANFINISHING
Addendum #2 02/22/2019 1
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
1
45°0'0PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDINGADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
SOUTH PARKING
(6 BUS STALLS)
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE HEIGHT
AND LAYOUT INCLUDING GATE
SIZES AND LOCATIONS
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
TO
12' WALK
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
TRANSFORMER - REFER TO
ELECTRICAL PLANS
FUEL OIL TANK - REFER TO
MECHANICAL PLANS
1
C2.13
1
C2.13
1
C2.13
C2.13
18
C2.11
24
4
C2.13
5
C2.13
5
C2.13
5
C2.13
6
C2.13
6
C2.13
6
C2.13
7
C2.13
7
C2.13
11
C2.1311
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
C2.13
18
C2.11
24
C2.13
18
C2.11
24
C2.13
20
C2.13
18
C2.12
3
C2.12
21
C2.12
C2.13
20
C2.13
18
1
C2.12
C2.12
3
C2.12
21
C2.12
C2.13
20
C2.13
18
C2.12
3
C2.12
2
1
C2.12 C2.13
20
C2.13
18
C2.12
3
C2.12
2
21
C2.13
5
C2.13
5
C2.13
1
C2.13
24
C2.11
18
C2.13
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL AND EXISTING
FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM
AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND
CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.
18
C2.13
18
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
PLACE POST AS CLOSE AS
POSSIBLE TO BUILDING
PLACE POST MIN. 12"
INSIDE BITUMINOUS LIMITS
18
C2.13
3' WIDE SINGLE SWING GA
WITH LATCHING DEVICE
5
C2.13
5
C2.13
TIE INTO EXISTING RETAINING WALL AND EXISTING
FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM
AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND
CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.
1
C2.13
C2.13
1
C2.13
C2.13
18
C2.11
24
6
C2.13
NOTES:
LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.23
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANFINISHING
Addendum #2 02/22/2019 1
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
Addendum #3 02/26/2019 2
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
461.70' MEASURED ALONG PROPERTY LINE54.68'9
0
°
0
'
0
"113°19'53"180.0
0'360.00
'
4
C2.15
4
C2.15
4
C2.15
4
C2.15
NOTES:LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.24
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANFINISHING
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
Addendum #3 02/26/2019 2
23
15
17
12NOPARKING
NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNORTH PARKING
(501 STALLS)
BUS PARKING
(29 BUS STALLS)
58
56
58
52
32
34
34
26
23
26
26
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGR35.
0
0'
R3
5
.
0
0
'R55.00
'R35.00'R35.00'R3
5
.
0
0
'R100.00'15:1
L
A
N
E
T
A
P
E
R
PAINTED
DIRECTIONAL ARROW
PAINTED 'STOP' BAR
PAINTED 'STOP' BAR
4" WIDE SINGLE WHITE PAINT STRIPE
24" SOLID YELLOW LINE @ 30' O.C. WITH
DOUBLE 4" YELLOW LINE BORDER. BLACK OUT
EXISTING PAINT STRIPING. LIMITS SHALL MATCH
THE EXISTING CENTER LANE MARKINGS
2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
2' x 8' PAINTED CROSSWALK PANELS @ 5.5' O.C.
2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
PAINTED 'STOP' BAR
2' x 8' PAINTED CROSSWALK PANELS @ 5.5' O.C.11'PAINTED
DIRECTIONAL ARROW
2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.11'11'11'R35.00'11' LANE WIDTH11' LANE WIDTHR35.00'
24.00'
30.00'
30.00'
34.85'
(EXISTING)
PAINTED 'STOP' BAR
2' x 8' PAINTED CROSSWALK
PANELS @ 5.5' O.C.
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.25
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
ROADVALENTINELAKE
MnMUTCD R1-1
(30"x30")A
MnMUTCD S1-1
(30"x30")B
MnMUTCD W16-7P
(24"x12")C
MnMUTCD W16-9P
(24"x12")D
MnMUTCD R4-7
(36"x30")E
MnMUTCD R3-7
(30"x30")F
SIGNAGE KEY NOTES
CROSSWALK SIGN WITH
FLASHING SIGNAL
23
15
17
12NOPARKING
NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNORTH PARKING
(501 STALLS)
BUS PARKING
(29 BUS STALLS)
58
56
58
52
32
34
34
26
23
26
26
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.26
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
MOTIONSFIRE TRUCK
NORTH PARKING
(501 STALLS)
ALL WORK, EXCLUDING WALKS, DECORATIVE
METAL FENCE, ENTRANCE APRONS, CURB
AND GUTTERS, AND ASPHALT 10' NORTH OF
PROPERTY LINE BY ALTERNATE #1
913904905
906
906
906906
906
907
907
907
907907907
907
908
908
908908908 908908908
908909909909909
909909909910
910
910
911
911911
912
912
913
913
913
914
91
4
91
4
915
15.3 ME
15.5 ME
14.8
14.7 14.3
14.2 14.1
13.8
13.7 13.5
13.4 13.2
13.1 12.9
12.6
12.9
13.3
13.5
13.9
08.5
05.4 ME
07.4 ME
07.3 ME
07.6 ME
08.7 ME
09.1 ME
09.6 ME
08.8 ME
08.8 ME
07.7
08.8
08.3
07.7
08.2
08.5
07.7 08.4
07.7
08.7
08.7
08.3
07.3
08.1
06.7
08.3
09.8
06.9
08.1
09.1
08.6
09.0
08.9
08.8
08.7
08.2
08.9
08.9
05.0
05.5
05.8
06.7
08.1
12.9 ME
13.5
13.3
09.1 ME
06.9
07.6
06.3
07.6
08.1
06.7
06.1
07.1
08.5
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
13 212 813 0
12.2 ME
12.2 ME90
9
9
1
0 911912913
9
1
4
91
5
915
91
6
10.0 ME
11.8 ME
13.3 ME
14.3 ME
15.1 ME
15.3 ME
15.9 ME
15.8 ME
15.6 ME
15.3 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
16.7 ME
15.9 ME
15.7 ME
15.5 ME
14.8 ME
14.3 ME
13.4 ME
12.7 ME
06.2 ME
10.6 ME
10.5 ME
11.7
12.3
12.5
13.2
13.8
14.1
14.7
14.9
14.8
15.4
15.6
15.1
15.7
15.9 14.9
14.8
20.5 ME
20.5 ME
13.9
13.7
13.7
13.4
13.1
12.2
12.8
12.6
11.9
12.4
12.3
11.6
10.8
11.4
11.7
11.3
11.4
11.9
11.0
10.7
09.3
08.6
09.8 10.1
09.8
08.8
10.2
10.1
09.8
11.8
11.9
12.4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.1
12.3
12.4
08.2
08.9 ME
08.9 ME
08.9 ME
08.7 ME
08.8 ME
09.0 ME
08.9 ME
08.7 ME
08.6 ME
08.5 ME
08.7 ME
09.1 ME
09.3 ME09.4 ME
08.7 ME
07.4 ME
06.5 ME
06.1 ME
05.4 ME
05.7 ME
04.6 ME
03.7 ME
02.0 ME
03.7 ME
03.8 ME
03.4 ME
03.2 ME
02.9 ME
03.5 ME
03.8 ME
03.4 ME
03.6 ME
03.6 ME
05.8 ME
07.3 ME
08.1 ME
09.7 ME
19.1 ME
09.6
09.8
08.9 ME
09.1 ME
09.1 ME
08.4
08.8
09.3 ME
09.2 ME
09.3 ME
09.6 ME
09.4 ME
08.8 ME 08.9 ME
09.0 ME
07.6 ME
08.3 ME
08.6 ME
08.5 ME
07.6 ME
08.1 ME
09.2 ME
09.0
09.2
09.5
08.7
09.7
09.2
05.9
06.5
07.0
06.7
07.2
08.8
08.2
15.0
08.5
06.0
06.9
06.6
06.2
06.2
06.3
06.9
06.8
08.9
08.6
08.3
08.5
08.4
08.4
08.2
08.2
05.3
05.2
05.6
05.6
06.5
05.7
06.5
06.8
09.2
15.7 ME 14.6
14.8
14.5
14.3 ME
14.6 ME
14.7 ME
14.2
08.4
08.2
07.9
08.0
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
06.1
15.1 ME
16.0
15.4
15.6 ME
13.4 ME
12.9 ME 903903904904904 904LEGEND
915
15.6
1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school
Elevation = 920.79 feet
2.)Top of top nut of fire hydrant, west of southerly building corner
Elevation = 927.71 feet
3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage
Elevation = 918.17 feet
BENCHMARKS (FIELD VERIFY BEFORE USING)NOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.31
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANDRAINAGEGRADING AND
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
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(6 BUS STALLS)
ACCESSIBLE PARKING
(16 STALLS)
5
C2.11
6
C2.11
6
C2.11
7
C2.11
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
913
9
1
1
911 911
9129
1
2
913
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.3 ME
9
1
3
27.1
925
6
7
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919920
17.5 ME
18.7 ME
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
906
907
911
912
9
1
2
913
914 13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
07.4 ME
07.3 ME
07.6 ME
12.9 ME
17.5
17.1
15.5
14.7 ME
17.2
17.1
16.9
16.6
16.8 16.7
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
14.1
14.715.7
15.8
17.0
17.7
13.7
13.8
22.4
22.5
22.7
22.6
26.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
18.0
18.1
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
17.0 ME
915
91
6 14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
15.7
15.9 14.9
14.8
20.5 ME
11.8
11.9
11.7 ME
12.7 ME
13.6 ME
14.3 ME
14.2 ME
13.8 ME
13.3 ME
12.5 ME
12.6 ME
13.3
13.8
14.2
13.8
13.9 ME
13.6
12.7
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
18.5
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
14.5 ME 14.5 ME
14.5 ME
14.8 ME
14.9 ME
14.5 ME14.5 ME
14.6 ME
17.2 ME
17.5 ME
16.6 ME
15.1 ME
17.4 ME
17.5 ME
18.2 ME
18.2 ME
19.4 ME
16.4
16.6 ME
16.2 ME
15.8 ME
15.6 ME
15.2 ME
15.3 ME
15.9
16.0
16.3
16.5
16.9
17.3
17.7
17.5
18.2
17.1
16.8
16.7
18.2
ME
6
E
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME25 4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.1
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
20.0
21.7
23.8
31.5
28.8
32.627.1
24.6
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
18.0
17.8
19.1
18.3
19.5
13.4 ME
12.9 ME
17.7
17.2
15.7
16.9
15.5
15.2
15.4
16.8
16.7
7
27.2 ME
17.917.9
LEGENDNOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.32
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANDRAINAGEGRADING AND
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
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING
ADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
SOUTH PARKING
(6 BUS STALLS)
5
C2.11
5
C2.11
6
C2.11
6
C2.11
6
C2.11
7
C2.11
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1923
923924
23.4
9
2
4
924
925925
925
925925925925
925
926926926926926 25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
926
92624.4
25.2
23.3
23.7
926
926927
927
92
7927
927
927
26.2
26.1
25.8
25.7
25.1
25.5
24.6
22.2
22.4
23.2
24.1
23.5
24.2
24.7
24.4
24.0
24.5
26.5
26.4
91
7
918918
919920
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
17.5
17.1
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
17.0
17.7
22.4
22.5
22.7
22.6
27.2
27.4
26.8
26.0
26.1
26.5
25.8
23.0 ME
22.7 ME
27.427.427.4
27.3
26.9
27.2
26.9
26.9
26.7 ME
26.9
26.8 ME
25.5 ME
25.0
26.2
26.6
27.2
26.8
25.5
25.8
24.7
25.3 ME
23.2
25.2 ME
22.9
17.0 ME
17.517.5
16.9 16.9
17.5
21.417.4
17.9
25.2
25.5
18.5
18.2 ME
18.2 ME
19.4 ME
16.4
17.7
17.5
18.2
17.1
16.8
16.7
18.2
26.6 ME25.7 ME
25.6 ME
25.2 ME
23.8
24.6
25.9
14.2 ME
20.2 ME
23.8 ME
17.5 ME
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
24.5 ME
24.1 ME
22.4 ME
21.8 ME
21.5 ME
20.3 ME
21.6 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.1
27.5
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
27.0
18.0
17.8
19.1
21.6
09.6
98.683.7
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
LEGEND
NOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.33
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANDRAINAGEGRADING AND
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
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school
Elevation = 920.79 feet
2.)Top of top nut of fire hydrant, west of southerly building corner
Elevation = 927.71 feet
3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage
Elevation = 918.17 feet
BENCHMARKS (FIELD VERIFY BEFORE USING)
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
91
7
91
8
919
920920
921921
922922
923
924
925
926
927
928
929929
930930931931932932
933933933
934
935
30.0
29.6
32.6
33.0
19.6 ME
28.3 ME
35.9 ME
32.6 ME
30.6 ME
26.6 ME
26.6 ME
26.6 ME
19.6 ME
19.6 ME
29.6 ME
29.5 ME
29.2 ME
29.0 ME
29.3 ME
29.5 ME
29.1 ME
28.9 ME
29.8 ME
28.8 ME
28.5 ME
29.7 ME
16.6 ME
16.2 ME
19.7 ME
19.7 ME
19.7 ME
19.3
19.1
18.8
18.4
29.5 ME
32.9 ME
33.0 ME
33.1 ME
33.2 ME
33.0 ME
33.2 ME
33.2 ME
33.2 ME
32.7 ME
33.2 ME
LEGEND
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
GENERAL NOTES
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.34
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANDRAINAGEGRADING AND
1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.
2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION
STAKING / LAYOUT.
3. THE CONTRACTOR SHALL 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, PART OF
SECTION 01 89 13, 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. CONTRACTOR SHALL 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 15.1 OR 15 SHALL BE UNDERSTOOD TO MEAN
915.1 OR 915.
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 SHALL 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.
ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL
TO THE CONTRACT.
19.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS
OTHERWISE NOTED.
20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A
CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION
DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF
THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL
EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE
BEGINNING CONSTRUCTION.
25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE
TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,
PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL
TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE
ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL
CONTRACTOR, ETC.) AS REQUIRED.
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
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school
Elevation = 920.79 feet
2.)Top of top nut of fire hydrant, west of southerly building corner
Elevation = 927.71 feet
3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage
Elevation = 918.17 feet
BENCHMARKS (FIELD VERIFY BEFORE USING)
MH 1 (EXISTING)
RIM = 912.2
INV. = 901.3
INV. = 901.50 SW
48"ID
NORTH PARKING
(501 STALLS)
ALL WORK, EXCLUDING WALKS, DECORATIVE
METAL FENCE, ENTRANCE APRONS, CURB
AND GUTTERS, AND ASPHALT 10' NORTH OF
PROPERTY LINE BY ALTERNATE #1
18' - 12" RCP
@ 2.95%
REPLACE EXISTING TOP SLAB AND CASTING
WITH NEW TOP SLAB AND R-3067-V CASTING
CB 12
RIM = 913.2
INV. = 907.64
48" ID
R-3067-V
14' - 12" RCP @ 1.00%
CONNECT TO EXISTING STRUCTURE AT INV. = 907.50.
REPLACE TOP SLAB AND CASTING WITH NEW TOP SLAB
AND R-1642 CASTING. RECONSTRUCT AS REQUIRED.
ADJUST CASTING TO FINISH GRADE
(912.2). RECONSTRUCT UPPER SECTIONS
OF MANHOLE AS REQUIRED.
ADJUST HYDRANT TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
913904905
906
906
906906
906
907
907
907
907907907
907
908
908
908908908 908908908
908909909909909
909909909910
910
910
911
911911
912
912
913
913
913
914
91
4
91
4
915
15.3 ME
15.5 ME
14.8
14.7 14.3
14.2 14.1
13.8
13.7 13.5
13.4 13.2
13.1 12.9
12.6
12.9
13.3
13.5
13.9
08.5
05.4 ME
07.4 ME
07.3 ME
07.6 ME
08.7 ME
09.1 ME
09.6 ME
08.8 ME
08.8 ME
07.7
08.8
08.3
07.7
08.2
08.5
07.7 08.4
07.7
08.7
08.7
08.3
07.3
08.1
06.7
08.3
09.8
06.9
08.1
09.1
08.6
09.0
08.9
08.8
08.7
08.2
08.9
08.9
05.0
05.5
05.8
06.7
08.1
12.9 ME
13 5
13.3
09.1 ME
06.9
07.6
06.3
07.6
08.1
06.7
06.1
07.1
08.5
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
12.2 ME
12 2 ME90
9
9
1
0 911912913
9
1
4
91
5
915
91
6
10.0 ME
11.8 ME
13.3 ME
14.3 ME
15.1 ME
15.3 ME
15.9 ME
15.8 ME
15.6 ME
15.3 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
16.7 ME
15.9 ME
15.7 ME
15.5 ME
14.8 ME
14.3 ME
13.4 ME
12.7 ME
06.2 ME
10.6 ME
10.5 ME
11.7
12.3
12.5
13.2
13.8
14.1
14.7
14.9
14.8
15.4
15.6
15.1
15.7
15.9 14.9
14.8
20.5 ME
20.5 ME
13.9
13.7
13.7
13.4
13.1
12.2
12.8
12.6
11.9
12.4
12.3
11.6
10.8
11.4
11.7
11.3
11.4
11.9
11.0
10.7
09.3
08.6
09.8 10.1
09.8
08.8
10.2
10.1
09.8
11.8
11.9
12.4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.1
12.3
12.4
08.2
08.9 ME
08.9 ME
08.9 ME
08.7 ME
08.8 ME
09.0 ME
08.9 ME
08.7 ME
08.6 ME
08.5 ME
08.7 ME
09.1 ME
09.3 ME09.4 ME
08.7 ME
07.4 ME
06.5 ME
06.1 ME
05.4 ME
05.7 ME
04.6 ME
03.7 ME
02.0 ME
03.7 ME
03.8 ME
03.4 ME
03.2 ME
02.9 ME
03.5 ME
03.8 ME
03.4 ME
03.6 ME
03.6 ME
05.8 ME
07.3 ME
08.1 ME
09.7 ME
19.1 ME
09.6
09.8
08.9 ME
09.1 ME
09.1 ME
08.4
08.8
09.3 ME
09.2 ME
09.3 ME
09.6 ME
09.4 ME
08.8 ME 08.9 ME
09.0 ME
07.6 ME
08.3 ME
08.6 ME
08.5 ME
07.6 ME
08.1 ME
09.2 ME
09.0
09.2
09.5
08.7
09.7
09.2
05.9
06.5
07.0
06.7
07.2
08.8
08.2
15.0
08.5
06.0
06.9
06.6
06.2
06.2
06.3
06.9
06.8
08.9
08.6
08.3
08.5
08.4
08.4
08.2
08.2
05.3
05.2
05.6
05.6
06.5
05.7
06.5
06.8
09.2
15.7 ME 14.6
14.8
14.5
14.3 ME
14.6 ME
14.7 ME
14.2
08.4
08.2
07.9
08.0
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
06.1
15.1 ME
16.0
15.4
15.6 ME
13.4 ME
12.9 ME 903903904904904 90456' - 33" RCP
@ 0.45%
FES 1
INV.= 903.50
33" APRON
AND RIP RAP
MH 101
RIM = 910.8
INV. = 903.76 NE
INV. = 904.06 S
84" ID
R-1642
136' - 33" RCP
@ 0.40%
45' - 21" RCP @ 2.22%
MH 115
RIM = 912.0
INV. = 904.50 N
INV. = 906.18 SW (EXISTING - FIELD VERIFY)
48" ID
R-1642
FES 2
INV.= 903.50
21" APRON
AND RIP RAP
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN
ACCORDANCE WITH ASTM D2321.
4. 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.
5. 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.
6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE
OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED
AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS
OF SAME BEFORE BEGINNING CONSTRUCTION.
9. 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.
10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE
AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER
SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.
NOTES LEGEND
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
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAINTILE / FINGER DRAIN
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.
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.41
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANUTILITY
Addendum #2 02/22/2019 1
5
C2.11
11
C2.11
17B
C2.11
115' - 6" PVC @ 1.88%
198' - 6"PVC @ 2.08%
MH 1 (EXISTING)
RIM = 912.2
INV. = 901.3
INV. = 901.50 SW
48" ID
R-1642
CORE DRILL CONNECTION TO
EXISTING STRUCTURE - PROVIDE
RUBBER BOOT AT CONNECTION
MH 2
RIM = 915.1
INV. = 903.58
48" ID
R-1642
MH 3
RIM = 919.0
INV. = 907.70
48" ID
R-1642
MH 4
RIM = 921.7
INV. = 909.30
48" ID
R-1642
MH 5
RIM = 928.8
INV. = 911.69
48" ID
R-1642
MH 6
RIM = 932.6
INV. = 914.03 NE / SW
INV. = 914.28 NW
48" ID
R-1642
100' - 6" PVC @ 2.08%
77' - 6" PVC @ 2.08%
119' - 6" PVC @ 2.00%
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(6 BUS STALLS)
ACCESSIBLE PARKING
(16 STALLS)
CONNECT TO EXISTING
8" WM AND 8" GV
CONNECT TO EXISTING
8" WM AND 8" GV
BS 1
INV. = 908.74 / MECH. 81'-4"
16 DFUs
83' - 6" PVC @ 2.08%
50' - 4" PVC @ 2.08%
5.
0
0
'
(
T
Y
P
I
C
A
L
)28.06'18.69'BD 10 (EXISTING)
26,455 S.F.
BD 2 (EXISTING)
11,320 S.F.
BD 3 (EXISTING)
5,155 S.F.
BD 6 (EXISTING)
7,729 S.F.
BD 9 (EXISTING)
12,610 S.F.
MH 116
RIM = 913.2
INV. = 906.65 N
INV. = 906.65 S
INV. = 906.77 SE
48" ID
R-1642
OCS 1
RIM = 911.50
INV. = 907.30
INV. = 907.50 DT (2)
48" ID
SEE DETAIL
CB 2
RIM = 916.0
INV. = 905.67 N
INV. = 906.22 S
INV. = 911.20 W
INV. = 913.00 FD (3)
72" ID
R-3067-V
CB 1
RIM = 915.1
INV. = 904.60 N
INV. = 905.05 S
INV. = 912.10 FD (2)
84" ID
R-3067-V
MH 109
RIM = 918.2
INV. = 911.60
INV. = 912.00 DT
48" ID
R-1642
PROVIDE BACK WATER
VALVE AT DT CONNECTION
MH 110
RIM = 919.5
INV. = 911.80 E
INV. = 911.97 S
48" ID
R-1642
BD 1 (10" STORM)
INV. = 912.07 = MECH 84'-8"
15,695 S.F.
CB 3
RIM = 917.5
INV. = 906.49 N/S
INV. = 912.30 E (EXISTING - FIELD VERIFY)
INV. = 914.50 FD (3)
72" ID
R-2501-C
CONSTRUCT STRUCTURE OVER
EXISTING STORM SEWER. PROVIDE
FLEXIBLE JOINTS AT CONNECTIONS
MH 102
RIM = 920.0
INV. = 906.92 NE/SE
INV. = 915.90 SW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE
JOINTS AT CONNECTIONS
MH 103
RIM = 923.8
INV. = 907.33 N
72" ID
R-1642
CB 4
RIM = 923.8
INV. = 907.76
INV. = 920.80 FD (2)
72" ID
R-2501MH 104
RIM = 924.5
INV. = 908.02 NE/SW
INV. = 919.50 NW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE JOINTS
AT CONNECTIONS
11
6.6
W
NE
SE
ID
42
BD 4 (16" STORM)
INV. = 922.57 = MECH 95'-2"
BD 5 (EXISTING 10" STORM)
INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)
27,350 S.F.
H 112
IM = 925.8
NV. = 919.20 NE (EXISTING - FIELD VERIFY)
NV. = 919.20 SW
8" ID
-1642
ONSTRUCT STRUCTURE OVER EXISTING
TORM SEWER PIPE - PROVIDE FLEXIBLE
OINT AT CONNECTIONS
113' - 30" RCP @ 0.38%
95' - 30" RCP @ 0.43%
59' - 30" RCP @ 0.44%
68' - 30" RCP @ 0.40%
26' - 12" PVC @ 0.77%
114' - 30" PVC @ 0.38%
124' - 30" RCP
@ 0.50%
70' - 12" PVC
@ 0.57%
18' - 12" RCP
@ 2.95%
REPLACE EXISTING TOP SLAB AND CASTING
WITH NEW TOP SLAB AND R-3067-V CASTING
STORMWATER TRENCH
AND PRETREATMENT
STRUCTURE.
INLET INV. = 913.30
4
C2.12
13' - 12" PVC @ 0.77%5.00'5.
0
0
'2.08'8.
0
6
'
34.55'5.00'CONNECT TO
EXISTING 8" WM
AND 8" GV8" WMHYD 3 & 6" GV
CONNECT TO EXISTING
8" WM AND 8" GV
CONNECT TO EXISTING
8" WM AND 8" GV
45° BEND
45° BEND
45° BEND
8x6 TEE
11
C2.11
11
C2.11
11
C2.11
11
C2.11
1
1
1
1
1
1
1
10
C2.11
FILTRATION AREA 7BP
BOTTOM = 911.00
SURFACE AREA = 6,140 S.F.
HWL = 912.50
O.E. = 911.50
EOF = 911.90
13
C2.11
14
C2.11
ADJUST HYDRANT TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
11
C2.15
12
C2.11
6" DT @ INV. = 904.50 (TYPICAL)
12
C2.11
10' MIN.
1
12
C2.11
PIPE SHALL BE SOLID PVC
UNTIL MIN. 10' FROM WM
5
C2.11
ADJUST RIM TO FINISH GRADE.
RECONSTRUCT STRUCTURE AS REQUIRED.
10' MI
N.
1
0
'
M
I
N
.
5.
0
0
'
(
T
Y
P
I
C
A
L
)
CB 10
RIM = 916.9
INV. = 912.07
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
CB 11
RIM = 916.9
INV. = 912.20
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
24' - 8" PVC
@ 1.00%
BS 2
INV. = 916.01 / MECH. 88'-7.25"
16 DFUs
913
9
1
1
911 911
9129
1
2
913
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.3 ME
9
1
3
27.1
925
6
7
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919920
17.5 ME
18.7 ME
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
906
907
911
912
9
1
2
913
914 13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
07.4 ME
07.3 ME
07.6 ME
12.9 ME
17.5
17.1
15.5
14.7 ME
17.2
17.1
16.9
16.6
16.8 16.7
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
14.1
14.715.7
15.8
17.0
17.7
13.7
13.8
22.4
22.5
22.7
22.6
26.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
18.0
18.1
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
17.0 ME
915
91
6 14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
15.7
15.9 14.9
14.8
20.5 ME
11.8
11.9
11.7 ME
12.7 ME
13.6 ME
14.3 ME
14.2 ME
13.8 ME
13.3 ME
12.5 ME
12.6 ME
13.3
13.8
14.2
13.8
13.9 ME
13.6
12.7
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
18.5
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
14.5 ME 14.5 ME
14.5 ME
14.8 ME
14.9 ME
14.5 ME14.5 ME
14.6 ME
17.2 ME
17.5 ME
16.6 ME
15.1 ME
17.4 ME
17.5 ME
18.2 ME
18.2 ME
19.4 ME
16.4
16.6 ME
16.2 ME
15.8 ME
15.6 ME
15.2 ME
15.3 ME
15.9
16.0
16.3
16.5
16.9
17.3
17.7
17.5
18.2
17.1
16.8
16.7
18.2
ME
6
E
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME25 4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.1
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
20.0
21.7
23.8
31.5
28.8
32.627.1
24.6
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
18.0
17.8
19.1
18.3
19.5
13.4 ME
12.9 ME
17.7
17.2
15.7
16.9
15.5
15.2
15.4
16.8
16.7
7
27.2 ME
17.917.9
R-1642
136' - 33" RCP
@ 0.40%
32' - 12" PVC @ 1.14%
MH 115
RIM = 912.0
INV. = 904.50 N
INV. = 906.18 SW (EXISTING - FIELD VERIFY)
48" ID
R-1642
HYD 4
CONNECT TO EXISTING HYDRANT LEAD
FOLLOWING HYDRANT REMOVAL
LEGEND
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE
NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
4. 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.
5. 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.
6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,
CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE
FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE
MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE
CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION
DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF
THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL
EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING
CONSTRUCTION.
9. 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.
10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF
GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS
SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB
AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH
BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.
NOTES
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.42
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANUTILITY
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
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
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAINTILE / FINGER DRAIN
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.
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
11
C2.11
17B
C2.11
115' - 6" PVC @ 1.88%
198' - 6"PVC @ 2.08%
INV. 903.58
48" ID
R-1642
MH 3
RIM = 919.0
INV. = 907.70
48" ID
R-1642
MH 4
RIM = 921.7
INV. = 909.30
48" ID
R-1642
MH 5
RIM = 928.8
INV. = 911.69
48" ID
R-1642
MH 6
RIM = 932.6
INV. = 914.03 NE / SW
INV. = 914.28 NW
48" ID
R-1642
MH 7
RIM = 932.1
INV. = 916.14
48" ID
R-1642
MH 8
RIM = 930.6
INV. = 917.66
48" ID
R-1642
BS 2
INV. = 918.82 / MECH. 91'-5"
76 DFUs
81' - 6" PVC @ 1.88%
112' - 6" PVC @ 1.88%
77' - 6" PVC @ 2.08%
119' - 6" PVC @ 2.00%
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDINGADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
SOUTH PARKING
(6 BUS STALLS)
CONNECT TO EXISTING
8" WM AND 8" GV
BS 1
INV. = 908.74 / MECH. 81'-4"
16 DFUs
83' - 6" PVC @ 2.08%
50' - 4" PVC @ 2.08%
61' - 6" PVC @ 1.88%
5.
0
0
'
(
T
Y
P
I
C
A
L
)28.06'18.69'5.90'BD 10 (EXISTING)
26,455 S.F.
BD 2 (EXISTING)
11,320 S.F.
BD 7 (8" STORM)
INV. = 919.40 = MECH 92'-0"
5,590 S.F.
BD 3 (EXISTING)
5,155 S.F.
BD 6 (EXISTING)
7,729 S.F.
CB 6
RIM = 923.0
INV. = 909.76 E
INV. = 910.01 W
INV. = 920.00 FD (2)
72" ID
R-3067-V
CB 8
RIM = 924.6
INV. = 914.42 SE
INV. = 914.77 N
INV. = 918.93 E
INV. = 921.60 FD (2)
48" ID
R-3067-V
CB 2
RIM = 916.0
INV. = 905.67 N
INV. = 906.22 S
INV. = 911.20 W
INV. = 913.00 FD (3)
72" ID
R-3067-V
R 3067 V
MH 109
RIM = 918.2
INV. = 911.60
INV. = 912.00 DT
48" ID
R-1642
PROVIDE BACK WATER
VALVE AT DT CONNECTION
MH 110
RIM = 919.5
INV. = 911.80 E
INV. = 911.97 S
48" ID
R-1642
BD 1 (10" STORM)
INV. = 912.07 = MECH 84'-8"
15,695 S.F.
CB 3
RIM = 917.5
INV. = 906.49 N/S
INV. = 912.30 E (EXISTING - FIELD VERI
INV. = 914.50 FD (3)
72" ID
R-2501-C
CONSTRUCT STRUCTURE OVER
EXISTING STORM SEWER. PROVIDE
FLEXIBLE JOINTS AT CONNECTIONS
MH 102
RIM = 920.0
INV. = 906.92 NE/SE
INV. = 915.90 SW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE
JOINTS AT CONNECTIONS
MH 103
RIM = 923.8
INV. = 907.33 N
72" ID
R-1642
CB 4
RIM = 923.8
INV. = 907.76
INV. = 920.80 FD (2)
72" ID
R-2501MH 104
RIM = 924.5
INV. = 908.02 NE/SW
INV. = 919.50 NW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE JOINTS
AT CONNECTIONS
CB 5
RIM = 925.2
INV. = 908.58
INV. = 921.40 DT
INV. = 922.20 FD (2)
72" ID
R-3067-V
PROVIDE BACK WATER
VALVE AT DT CONNECTION
CB 9
RIM = 922.2
INV. = 918.60
INV. = 919.20 FD (2)
48" ID
R-3067-V
MH 113
RIM = 926.2
INV. = 919.30
48" ID
R-1642
MH 111
RIM = 926.6
INV. = 917.80 SW
INV. = 919.00 NE
INV. = 922.50 SE
48" ID
R-1642
BD 4 (16" STORM)
INV. = 922.57 = MECH 95'-2"
62,295 S.F.
MH 114
RIM = 927.2
INV. = 919.37
48" ID
R-1642
BD 5 (EXISTING 10" STORM)
INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)
27,350 S.F.
BD 8
INV. = 919.40 = MECH 92'-0"
60,000 S.F.
MH 112
RIM = 925.8
INV. = 919.20 NE (EXISTING - FIELD VERIFY)
INV. = 919.20 SW
48" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER PIPE - PROVIDE FLEXIBLE
JOINT AT CONNECTIONS
37' - 12" PVC @ 1.00%
10' - 12" PVC
@ 1.00%
3' - 18" PVC @ 1.00%
113' - 30" RCP @ 0.38%
95' - 30" RCP @ 0.43%
143' - 30" PVC @ 0.39%
59' - 30" RCP @ 0.44%
68' - 30" RCP @ 0.40%
26' - 12" PVC @ 0.77%
114' - 30" PVC @ 0.38%
124' - 30" RCP
@ 0.50%
70' - 12" PVC
@ 0.57%
13' - 12" PVC @ 0.77%5.00'5.
0
0
'32.08'8.
0
6
'
34.55'5.00'2
8
.
4
4
'5.00'5.
0
0
'3.00'HYD 1 & 6" GV
8"
W
M
HYD 2 & 6" GV8" WMCONNECT TO
EXISTING 8" WM
AND 8" GV8" WMCONNECT TO EXISTING
8" WM AND 8" GV
11.25° BEND
22.5° BEND
45° BEND
6" X 8" TEE
45° BEND
45° BEND WITH 8x6 REDUCER
45° BEND
45° BEND
8x6 TEE
PROVIDE 40' SOLID
PVC TO CB 14
11
C2.11
11
C2.11
11
C2.11
11
C2.11
1
1
1
1
1
1
1
1
10
C2.11
10
C2.11
12
C2.11
10' MIN.
1
12
C2.11
PIPE SHALL BE SOLID PVC
UNTIL MIN. 10' FROM WM
5
C2.11
ADJUST RIM TO FINISH GRADE.
RECONSTRUCT STRUCTURE AS REQUIRED
10' MI
N.
1
0
'
M
I
N
.
5.
0
0
'
(
T
Y
P
I
C
A
L
)
12
C2.11
5
C2.11
5.
0
0
'
(
T
Y
P
I
C
A
L
)
12
C2.11
1
0
'
M
I
N
.10' MIN.10' MIN.10' MIN
.
CB 10
RIM = 916.9
INV. = 912.07
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
CB 11
RIM = 916.9
INV. = 912.20
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
24' - 8" PVC
@ 1.00%
BS 2
INV. = 916.01 / MECH. 88'-7.25"
16 DFUs
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1923
923924
23.4
9
2
4
924
925925
925
925925925925
925
926926926926926 25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
926
92624.4
25.2
23.3
23.7
926
926927
927
92
7927
927
927
26.2
26.1
25.8
25.7
25.1
25.5
24.6
22.2
22.4
23.2
24.1
23.5
24.2
24.7
24.4
24.0
24.5
26.5
26.4
9
1
6
91
7
91
7
91791918
919920
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
17.5
17.1
17.2
17.1
16.9
16.6
16.8 16.7
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
17.0
17.7
22.4
22.5
22.7
22.6
27.2
27.4
26.8
26.0
26.1
26.5
25.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
27.427.427.4
27.3
26.9
27.2
26.9
26.9
26.7 ME
26.9
26.8 ME
25.5 ME
25.0
26.2
26.6
27.2
26.8
25.5
25.8
24.7
25.3 ME
23.2
25.2 ME
22.9
18.0
18.1
17.0 ME
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
25.2
25.5
18.5
15.1
18.2 ME
18.2 ME
19.4 ME
16.4
17.7
17.5
18.2
17.1
16.8
16.7
18.2
26.6 ME25.7 ME
25.6 ME
25.2 ME
23.8
24.6
25.9
14.2 ME
20.2 ME
23.8 ME
17.5 ME
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
24.4 ME
24.2 ME
24.3 ME
24.5 ME
24.1 ME
22.4 ME
21.8 ME
21.5 ME
20.3 ME
21.6 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.1
27.5
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
27.0
18.0
17.8
19.1
18.3
19.5
17.7
17.2
16.9
16.8
16.7
21.6
09.6
98.683.7
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
17.917.9
MH 105
RIM = 925.5
INV. = 909.22 NE
INV. = 909.27 NW
72" ID
R-1642
MH 106
RIM = 925.0
INV. = 910.73 E
INV. = 911.43 NW
48" ID
R-1642
MH 107
RIM = 925.6
INV. = 911.77 SE
INV. = 913.02 NW
INV. = 917.20 E
60" ID
R-1642
MH 108
RIM = 927.0
INV. = 915.34 S
INV. = 917.39 N
INV. = 919.26 E
48" ID
R-1642
MH 115
RIM = 924.8
INV. = 917.79 S
INV. = 917.83 W
48" ID
R-1642
160' - 30" PVC @ 0.40%
124' - 27" RCP @ 0.40%
103' - 24" RCP @ 0.83%
41' - 24" RCP @ 0.83%
82' - 21" RCP @ 0.41%
40' - 18" RCP
@ 1.50%
CB 7
RIM = 924.4
INV. = 913.36 S
INV. = 913.61 NW
INV. = 918.80 NE
INV. = 921.40 FD (2)
72" ID
R-3067-V
40' - 18" RCP
@ 1.00%
146' - 21" RCP @ 0.55%
82' - 18" RCP @ 0.70%
70' - 12" RCP @ 0.57%
65' - 12" RCP @ 0.57%
32' - 12" PVC @ 1.14%
3' - 18" PVC @ 2.33%
11' - 18" PVC @ 1.00%
11
C2.11
11
C2.11
11
C2.11
11
C2.11
11
C2.11
11
C2.11
1
1
LEGEND
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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 PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE
NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
4. 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.
5. 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.
6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,
CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE
FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE
MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE
CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION
DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF
THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL
EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING
CONSTRUCTION.
9. 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.
10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF
GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS
SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB
AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH
BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.
NOTES
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.43
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANUTILITY
Addendum #2 02/22/2019 1
1
Addendum #3 02/26/2019 2
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
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAINTILE / FINGER DRAIN
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.
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
11
C2.11
17B
C2.11
NORTH PARKING
(501 STALLS)
ALL WORK, EXCLUDING WALKS, DECORATIVE
METAL FENCE, ENTRANCE APRONS, CURB
AND GUTTERS, AND ASPHALT 10' NORTH OF
PROPERTY LINE BY ALTERNATE #1
A
A
A
A
A
A
1
C2.11
1
C2.11
1
C2.11
1
C2.11
3
C2.11
3
C2.11
A
PROVIDE AN ADDITIONAL 2 INLET CONTROL DEVICES AT THE
2 CATCH BASINS ON THE SOUTH SIDE OF LAKE VALENTINE
ROAD APPROXIMATELY 100' AND 200' FROM THIS POINT
4
C2.11
A
A
A
A
A
A
1
C2.11
1
C2.11
2
C2.11
A
A
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
913904905
906
906
906906
906
907
907
907
907907907
907
908
908
908908908 908908908
908909909909909
909909909910
910
910
911
911911
912
912
913
913
913
914
91
4
91
4
915
15.3 ME
15.5 ME
14.8
14.7 14.3
14.2 14.1
13.8
13.7 13.5
13.4 13.2
13.1 12.9
12.6
12.9
13.3
13.5
13.9
08.5
05.4 ME
07.4 ME
07.3 ME
07.6 ME
08.7 ME
09.1 ME
09.6 ME
08.8 ME
08.8 ME
07.7
08.8
08.3
07.7
08.2
08.5
07.7 08.4
07.7
08.7
08.7
08.3
07.3
08.1
06.7
08.3
09.8
06.9
08.1
09.1
08.6
09.0
08.9
08.8
08.7
08.2
08.9
08.9
05.0
05.5
05.8
06.7
08.1
12.9 ME
13.5
13.3
09.1 ME
06.9
07.6
06.3
07.6
08.1
06.7
06.1
07.1
08.5
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
13 212 813 0
12.2 ME
12.2 ME90
9
9
1
0 911912913
9
1
4
91
5
915
91
6
10.0 ME
11.8 ME
13.3 ME
14.3 ME
15.1 ME
15.3 ME
15.9 ME
15.8 ME
15.6 ME
15.3 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
16.7 ME
15.9 ME
15.7 ME
15.5 ME
14.8 ME
14.3 ME
13.4 ME
12.7 ME
06.2 ME
10.6 ME
10.5 ME
11.7
12.3
12.5
13.2
13.8
14.1
14.7
14.9
14.8
15.4
15.6
15.1
15.7
15.9 14.9
14.8
20.5 ME
20.5 ME
13.9
13.7
13.7
13.4
13.1
12.2
12.8
12.6
11.9
12.4
12.3
11.6
10.8
11.4
11.7
11.3
11.4
11.9
11.0
10.7
09.3
08.6
09.8 10.1
09.8
08.8
10.2
10.1
09.8
11.8
11.9
12.4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.1
12.3
12.4
08.2
08.9 ME
08.9 ME
08.9 ME
08.7 ME
08.8 ME
09.0 ME
08.9 ME
08.7 ME
08.6 ME
08.5 ME
08.7 ME
09.1 ME
09.3 ME09.4 ME
08.7 ME
07.4 ME
06.5 ME
06.1 ME
05.4 ME
05.7 ME
04.6 ME
03.7 ME
02.0 ME
03.7 ME
03.8 ME
03.4 ME
03.2 ME
02.9 ME
03.5 ME
03.8 ME
03.4 ME
03.6 ME
03.6 ME
05.8 ME
07.3 ME
08.1 ME
09.7 ME
19.1 ME
09.6
09.8
08.9 ME
09.1 ME
09.1 ME
08.4
08.8
09.3 ME
09.2 ME
09.3 ME
09.6 ME
09.4 ME
08.8 ME 08.9 ME
09.0 ME
07.6 ME
08.3 ME
08.6 ME
08.5 ME
07.6 ME
08.1 ME
09.2 ME
09.0
09.2
09.5
08.7
09.7
09.2
05.9
06.5
07.0
06.7
07.2
08.8
08.2
15.0
08.5
06.0
06.9
06.6
06.2
06.2
06.3
06.9
06.8
08.9
08.6
08.3
08.5
08.4
08.4
08.2
08.2
05.3
05.2
05.6
05.6
06.5
05.7
06.5
06.8
09.2
15.7 ME 14.6
14.8
14.5
14.3 ME
14.6 ME
14.7 ME
14.2
08.4
08.2
07.9
08.0
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
06.1
15.1 ME
16.0
15.4
15.6 ME
13.4 ME
12.9 ME 903903904904904 9041. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) 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 SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTESLEGEND
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
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.51
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION
1
C2.11
2
C2.11
3
C2.11
Addendum #2 02/22/2019 1
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(6 BUS STALLS)
ACCESSIBLE PARKING
(16 STALLS)
A
A
A
A
A
A
A
A
A
A
A
A
3
C2.11
3
C2.11
PROVIDE AN ADDITIONAL 2 INLET CONTROL
DEVICES AT THE 2 CATCH BASINS ON LAKE
VALENTINE ROAD APPROXIMATELY 25'
DOWNSTREAM OF THIS POINT
A
1
C2.11
1
C2.11
1
C2.11
2
C2.11
2
C2.11
4
C2.11
4
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
A
A
1
C2.11
4
C2.11
A
PROVIDE CURB INLET PROTECTION AT
EACH PRETREATMENT STRUCTURE (4)
913
9
1
1
911 911
9129
1
2
913
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.3 ME
9
1
3
27.1
925
6
7
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919920
17.5 ME
18.7 ME
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
906
907
911
912
9
1
2
913
914 13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
07.4 ME
07.3 ME
07.6 ME
12.9 ME
17.5
17.1
15.5
14.7 ME
17.2
17.1
16.9
16.6
16.8 16.7
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
14.1
14.715.7
15.8
17.0
17.7
13.7
13.8
22.4
22.5
22.7
22.6
26.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
18.0
18.1
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
17.0 ME
915
91
6 14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
15.7
15.9 14.9
14.8
20.5 ME
11.8
11.9
11.7 ME
12.7 ME
13.6 ME
14.3 ME
14.2 ME
13.8 ME
13.3 ME
12.5 ME
12.6 ME
13.3
13.8
14.2
13.8
13.9 ME
13.6
12.7
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
18.5
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
14.5 ME 14.5 ME
14.5 ME
14.8 ME
14.9 ME
14.5 ME14.5 ME
14.6 ME
17.2 ME
17.5 ME
16.6 ME
15.1 ME
17.4 ME
17.5 ME
18.2 ME
18.2 ME
19.4 ME
16.4
16.6 ME
16.2 ME
15.8 ME
15.6 ME
15.2 ME
15.3 ME
15.9
16.0
16.3
16.5
16.9
17.3
17.7
17.5
18.2
17.1
16.8
16.7
18.2
ME
6
E
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME25 4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.1
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
20.0
21.7
23.8
31.5
28.8
32.627.1
24.6
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
18.0
17.8
19.1
18.3
19.5
13.4 ME
12.9 ME
17.7
17.2
15.7
16.9
15.5
15.2
15.4
16.8
16.7
7
27.2 ME
17.917.9
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) 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 SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTESLEGEND
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.52
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANCONTROLAND SEDIMENTPREVENTIONEROSION
Addendum #2 02/22/2019 1
1
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
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
1
C2.11
2
C2.11
3
C2.11
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING
ADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
SOUTH PARKING
(6 BUS STALLS)
A
A
A
A
4
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
A
A
A
A
A
A
A
4
C2.11
4
C2.11
4
C2.11
4
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1923
923924
23.4
9
2
4
924
925925
925
925925925925
925
926926926926926 25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
926
92624.4
25.2
23.3
23.7
926
926927
927
92
7927
927
927
26.2
26.1
25.8
25.7
25.1
25.5
24.6
22.2
22.4
23.2
24.1
23.5
24.2
24.7
24.4
24.0
24.5
26.5
26.4
91
7
91
7
917918919920
18.7
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
17.5
17.1
17.2
17.1
16.9
16.6
16.8 16.7
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
17.7
22.4
22.5
22.7
22.6
27.2
27.4
26.8
26.0
26.1
26.5
25.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
27.427.427.4
27.3
26.9
27.2
26.9
26.9
26.7 ME
26.9
26.8 ME
25.5 ME
25.0
26.2
26.6
27.2
26.8
25.5
25.8
24.7
25.3 ME
23.2
25.2 ME
22.9
18.0
18.1
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
25.2
25.5
18.5
18.2 ME
18.2 ME
19.4 ME
16.4
17.5
18.2
17.1
16.8
16.7
18.2
26.6 ME25.7 ME
25.6 ME
25.2 ME
23.8
24.6
25.9
14.2 ME
20.2 ME
23.8 ME
17.5 ME
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
24.4 ME
24.2 ME
24.3 ME
24.5 ME
24.1 ME
22.4 ME
21.8 ME
21.5 ME
20.3 ME
21.6 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.1
27.5
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
27.0
18.0
17.8
19.1
18.3
19.5
17.7
17.2
16.9
16.8
16.7
21.6
09.6
98.683.7
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
17.917.9
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) 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 SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTES
LEGEND
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.53
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION
Addendum #2 02/22/2019 1
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
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
1
C2.11
2
C2.11
3
C2.11
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
A
1
C2.11
1
C2.11
1
C2.11
1
C2.11
91
7
91
8
919
920920
921921
922922
923
924
925
926
927
928
929929
930930931931932932
933933933
934
935
30.0
29.6
32.6
33.0
19.6 ME
28.3 ME
35.9 ME
32.6 ME
30.6 ME
26.6 ME
26.6 ME
26.6 ME
19.6 ME
19.6 ME
29.6 ME
29.5 ME
29.2 ME
29.0 ME
29.3 ME
29.5 ME
29.1 ME
28.9 ME
29.8 ME
28.8 ME
28.5 ME
29.7 ME
16.6 ME
16.2 ME
19.7 ME
19.7 ME
19.7 ME
19.3
19.1
18.8
18.4
29.5 ME
32.9 ME
33.0 ME
33.1 ME
33.2 ME
33.0 ME
33.2 ME
33.2 ME
33.2 ME
32.7 ME
33.2 ME
1
C2.11
1
C2.11
1
C2.11
1
C2.11
SILT FENCE = 4,350 L.F.
SEDIMENT CONTROL LOG = 720 L.F.
ROCK CONSTRUCTION ENTRANCE = 75 C.Y.
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET = 48
APPROXIMATE EROSION CONTROL DEVICE
QUANTITIES 1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) 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 SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTESLEGEND
EXCERPT FROM THE SWPPP NARRATIVE
The following is from the Storm Water Pollution Prevention Plan Narrative, Section 01 89 13 of the Project Manual. In accordance with
Section 31 00 00, the Contractor shall be responsible for full implementation of and maintenance required by the SWPPP Narrative until the
Notice of Termination is approved by the MPCA. Should differences arise between the SWPPP Narrative information described below and the
information contained within the SWPPP Narrative, bound into the Project Manual, the SWPPP in the Project Manual shall govern.
V.General Construction Sequence
A.Erosion Control Devices, noted herein, include:
1.Silt fence
2.Sediment Control Device at storm sewer inlets
3.Sediment log
4.Rock construction entrance
5.Rock check dams
6.Rip rap
7.Storm water treatment basins
8.Temporary sediment basins
9.Storm sewer systems
10.Temporary outlet pipes
11.Erosion control blanket
12.Temporary seeding
13.Final seeding / sodding
14.Temporary / permanent vegetation
15.Other features identified by the Minnesota Pollution Control Agency, City or Engineer as a Best Management Practice (BMP) device.
B.Contractor shall apply for NPDES Phase II Permit within 24 hours of award of Contract.
1.The Contractor shall post the permit in the job site trailer or other suitable temporary storage area.
C.Review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions, construction
sequencing, or other items are different or require modification from this written SWPPP. The Engineer will review the suggested
modifications and amend the SWPPP accordingly.
D.Following review of the SWPPP plans commence with the following construction sequence:
1.Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 31 25 00.
2.Prior to construction, delineate turf and vegetated areas not to be disturbed with orange snow fence. No construction traffic,
equipment or materials shall be permitted to utilize, access, or otherwise enter the areas designated not to be disturbed. Minimize soil
compaction and disruption of topsoil in areas outside the construction limits to comply with MN Construction Stormwater General
Permit.
3.Locally strip topsoil and push topsoil into minimum 2 foot high temporary berms at perimeter silt fence locations for redundant
erosion protection. Where possible, leave an undisturbed vegetation strip between the temporary topsoil berm and the silt fence. Silt
fence shall be located downslope from the temporary berm.
a.Provide temporary seed and mulch on temporary berms as described herein.
4.Construct Sediment Control Devices at existing storm sewer inlets (hay bales around castings and silt fence under castings will not be
acceptable).
5.Construct the rock construction entrances.
6.Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority.
7.Begin work at the building additions to allow for critical path construction of buildings footings, foundations, and the remainder of the
buildings.
a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
b.Strip and stockpile topsoil from the building additions and its oversize area. Provide temporary seed and mulch on stockpile as
described herein.
c.Establish a concrete truck washout area and post with a sign.
d.Rough grade the building pads.
e.Complete the grading of the building pads.
f.Begin footing excavations.
g.Provide temporary seed and mulch on all stockpiles as described herein.
8.Construct the sanitary sewer systems.
a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
b.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.
c.Stockpile excavated soils away from drainage swales.
d.Backfill excavations at the end of each day.
9.Construct the watermain systems.
a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
b.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.
c.Stockpile excavated soils away from drainage swales.
d.Backfill excavations at the end of each day.
10.Begin work on the west / south perimeter drives, northeast parking, parking area north of Lake Valentine Road, and bus parking areas,
and surrounding areas. Work may occur simultaneously.
a.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.
b.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
c.Rough grade the parking lots and drive areas.
d.Construct proposed storm sewer system.
(1)Construct Sediment Control Devices at proposed storm sewer inlets (hay bales around castings and silt fence under castings
will not be acceptable).
e.Construct the underground stormwater systems.
(1)Protect the underground retention systems during construction.
(2)Construct a temporary berm around the open excavations to prevent construction site sediment from reaching the
underground retention systems. The temporary berms can be a simple wind-row of soil pushed into a berm from the
adjacent areas.
(3)Do not allow sediment to reach the underground systems. Maintenance of Sediment Control Devices is critical until the
upslope areas are stabilized.
(4)Once backfilling the underground retention systems is complete, remove the temporary berm.
f.Establish subgrade elevation at the parking lot and drive areas, and prepare these areas for subsequent courses.
g.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary
stabilization for the parking lot and drive areas.
h.Construct curb and gutter, driveway entrance, and concrete walks. This will serve as permanent stabilization for the walk areas.
i.Construct the first lift of pavement in the parking lot and drive areas. This will serve as permanent stabilization for the
bituminous paved areas.
j.Once the upslope areas are stabilized, Construct the Filtration Area.
(1)The parking lot relies on this area for storm drainage. Therefore, it is critical to maintain or enhance the infiltrating
properties of the soils within this area. Options to accomplish include the following:
(a)Limit construction traffic within these areas as much as possible to avoid contaminating and compacting the soils in
these areas.
(b)Use a toothed bucket backhoe to excavate soils. Use off road trucks to haul and dump soils to other parts of the site.
(c)Use a bucket and backhoe to place soils (where fill is required).
(d)Use a toothed bucket for rough grading.
(e)Use manual labor for finish grading.
(f)Do not use equipment on the surface of the areas as this will compact the soils. Minimize smearing of the soils with
mechanical equipment.
(g)No stockpiling of soils or other materials shall occur within the areas.
(2)Rough grade the filtration area to specified tolerances and in accordance with the procedures listed in Section 31 00 00
Earthwork.
(a)Access the area at a single location to minimize disturbance to the surrounding areas.
(b)Use of self propelled equipment shall be limited within the Filtration Area. Self propelled equipment will compact the
soils and adversely affect infiltration. As much as possible, access work in the filtration area from the edges, outside of
the filtration area limits.
(c)Use a backhoe with long reach ability for final excavation that reaches from outside the areas).
(d)Remove all debris by hand.
(e)Scarify the existing underlying soils as specified in Section 31 00 00 Earthwork.
(3)Provide final grading and final restoration at the Filtration Area, including:
(a)Access the areas at a single location to minimize disturbance to the surrounding areas.
(b)Use of self propelled equipment shall be as described above. Do not use skid steer equipment within the area.
(c)Final grade by hand.
(d)Prepare this area for final restoration.
(e)Provide final seed and mulch. This will serve as permanent stabilization for the slopes adjacent to the Filtration Area.
(f)Sod the areas by hand.
(g)Establish vegetation by watering with a temporary irrigation system. Refer to Section 31 00 00 Earthwork for
additional information.
11.Spread topsoil and finish grade turf grass areas (except around the building addition until exterior building work is complete).
12.Install landscaping and plantings.
13.Sod the turf grass areas except for the areas around the building. Use a temporary irrigation system to keep sod adequately watered.
This will serve as permanent stabilization for the turf grass areas.
14.Complete exterior building work.
15.Spread topsoil around the building area.
16.Finish grade topsoil and prepare these areas for sod.
17.Sod the areas around the building. Use a temporary irrigation system to keep sod adequately watered.
18.Provide final lift of pavement and pavement markings.
19.Provide final stabilization and cleanup of the site.
E.Provide maintenance to erosion control devices and BMP’s to comply with the requirements of the permit.
F.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage of
construction vehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall be
re-installed before the next precipitation event if the short term activity is not complete.
G.Inspect erosion control devices and provide routine maintenance as follows:
1.Inspect erosion control a minimum of once per week and after each rain event measuring 0.5" or more. Record inspection on log
posted in Contractor’s construction trailer or other suitable temporary storage area.
a.Records of each inspection and maintenance activity shall include:
(1)Date and time of inspections
(2)Name of person conducting inspection
(3)Findings of inspections, including recommendations for corrective actions
(4)Findings shall include photographs, accurate description of the observations (i.e., color, odor, settled or suspended solids, oil
sheen, or other pollutants), and a map describing the locations of the observations
(5)Corrective actions taken (including dates, times, and party completing maintenance activities
(6)Date and amount of all rainfall events greater than one quarter inch (0.25 inch) in 24 hours
(7)Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction
Activity (MN R100001)
b.Inspections are not required where the ground is frozen. The required inspections
and maintenance schedule must begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction,
whichever comes first.
c. Inspections of areas with permanent cover may be reduced to once per month, even if construction activity continues on other
portions of the site. Once all construction activity is complete, monthly inspections may be terminated after one year following
completion of all construction activities.
2.Provide maintenance for all devices as follows:
a.Silt fences, sediment logs, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see
if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place.
b.Silt fences, sediment logs and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleaned
when sediment reaches 1/3 the height of the erosion control device, within 24 hours.
c.Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment
shall be removed and replaced with fresh river rock.
d.Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery.
e.Temporary diversion berms shall be inspected and any breaches promptly repaired.
f.Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site)
shall be removed within 24 hours of discovery.
g.Removal of sediment and restabilization of Surface Waters shall be accomplished within 7 days of discovery (note: surface
waters include curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices).
h.Inlet protection may be removed if a local unit of government directs the permitee to do so because of a specific safety concern.
H.Provide dewatering of excavations as identified in Section 31 00 00.
I.Temporary Soil Stockpiles:
1.Temporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter,
swales, or ditches.
2.Install silt fence at the base of the temporary soil stockpile (full perimeter).
3.Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7)
days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean
aggregate stockpiles, clean rock, clean sand and similar clean aggregates).
J.Stabilize denuded areas, initiated immediately, within the following number of days of last construction activity (temporary or permanent)
in that area:
1.Within 7 days, except:
a.Temporary soil stockpiles shall be treated with appropriate erosion control measure, including silt fence and temporary seeding
when stockpiles are left inactive for periods longer than 7 days. Note, this does not apply to aggregate stockpiles or other
stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similar
clean aggregates).
K.Provide maintenance of all seeded and sodded areas until fully established.
L.Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from all
surface waters as defined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures).
M.Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materials
properly off-site.
N.Apply for Notice of Termination (NOT) with MPCA. NOT must be submitted within 30 days after:
1.Site has undergone Final Stabilization (at least 80% vegetative cover), and
2.Removal of all temporary erosion control measures (silt fence, etc.), and
3.Final cleanout and maintenance of all permanent storm water facilities, and
4.Completion of all maintenance activities and site cleanup.
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.54
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANCONTROLAND SEDIMENTPREVENTIONEROSION
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
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
1
C2.11
2
C2.11
3
C2.11
Addendum #2 02/22/2019 1
NORTH PARKING
(501 STALLS)
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
ALL WORK, EXCLUDING WALKS, DECORATIVE
METAL FENCE, ENTRANCE APRONS, CURB
AND GUTTERS, AND ASPHALT 10' NORTH OF
PROPERTY LINE BY ALTERNATE #1
5
AN
2
QB
QB
1
IV
8
SL
5
AI
5
AM3
5
IW
7
LG
7
AT
9
LS
10
12
MB
CR
6
EJ
11
LG
8
AM3
7
SL
6 LC
6
11
RS
5
VA
6
SL
MB
10
AI
9
7
CR
AM3
3 AM3
4
8
EJ
IW
5
5
LC
7
SL
15
IV
AT
12
REFER TO 10 / C2.15 FOR DETAILED
VIEW OF FILTRATION PLANTINGS
3
AM
TW
4
1
CO
1
CO
1
CO
1
CO
CV
5
TW
2
4
TR
CV
1
CV
1
1
CV
SR
3 AN
1
MP
2 AN
1
3
SR
1
AN
2
MP
1
AN
AS
1
2
AS 2
QE
QB
3 1
AS
1
PR
2
QC
1
QM
QM
QA
4
AS
2
MP
4
DL
5 DL
5
NATIVE SEED RSS WALLS
NATIVE SEED RSS WALL
NATIVE SEED RSS WALLS
NATIVE SEED RSS WALLS
PL
3
JB
10
HB
5
HD
7
6
HB
PATCH SOD AS REQUIRED FOR AREAS
DISTURBED BY TREE PLANTING
913
9
1
1
911 911
9129
1
2
913
9
1
3
923924
925
925
926
926927927
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919
920904905
906
906
906906
906
907
907
907
907907907
907
908
908
908908908 908908908
908909909909909
909909909
910
910
910
911
911911
911
912
912
9
1
2
913
913
913
914
91
4
91
4
915
9
09
9
1
0911 912913
9
1
4
91
5
915
91
6 903903903
904904904 904904
904
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
LANDSCAPE ARCHITECT
MINNESOTA
L1.11
1" = 50'
LJD
LJD
02/06/2019
172270
53753 02/06/2019
LAURA J. DETZLER
NORTHPLANLANDSCAPING
NOTES:LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
APPROXIMATE SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING
PROPOSED SHRUB / MULCH BED
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.
2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL
REQUIREMENTS.
3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE
CONTRACTOR PROCEEDS WITH SODDING.
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.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NO
ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING, REFER TO SPECIFICATION FOR
PROCEDURE.
8. ALL TREES TO BE BALLED AND BURLAPPED.
9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH,
UNLESS OTHERWISE SPECIFIED.
10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE
MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN
BRANCHING NO LOWER THAN 6'.
1
C2.11
TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
AN Northwood Maple / Acer rubrum `Northwood`B&B 3"12
AM Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM B&B 3"3
AS Sienna Glen Maple / Acer x freemanii `Sienna`B&B 3"6
CS Northern Catalpa / Catalpa speciosa B&B 3"4
CO Common Hackberry / Celtis occidentalis B&B 3"4
CV Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM B&B 3"8
QA White Oak / Quercus alba B&B 3"7
QB Swamp White Oak / Quercus bicolor B&B 3"7
QE Northern Pin Oak / Quercus ellipsoidalis B&B 3"5
QC Heritage Oak / Quercus macdanielli `Clemons` TM B&B 3"5
QM Burr Oak / Quercus macrocarpa B&B 3"5
TR Redmond American Linden / Tilia americana `Redmond`B&B 3"7
CONIFEROUS TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
PR Norway Pine / Pinus resinosa B&B 8` H 2
TW White Cedar / Thuja occidentalis `White Cedar`B&B 8` H 6
ORNAMENTAL TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
MP Perfect Purple Crab Apple / Malus `Perfect Purple`B&B 2"8
SR Japanese Tree Lilac Clump / Syringa reticulata B&B 2"6
SHRUBS COMMON NAME / BOTANICAL NAME CONT QTY
AM3 Glossy Black Chokeberry / Aronia melanocarpa elata #5 19
CR Red Twig Dogwood / Cornus sericea #5 13
DL Dwarf Bush Honeysuckle / Diervilla lonicera #5 10
IW Winterberry / Ilex verticillata #5 12
JB Blue Prince Juniper / Juniperus horizontalis `Blue Prince`#5 10
PL Lemon Candy Dwarf Ninebark / Physocarpus opulifolius `Lemon Candy` #5 3
VA American Cranberrybush / Viburnum trilobum #5 5
PERENNIALS / ORNAMENTAL GRASSES COMMON NAME / BOTANICAL NAME CONT QTY
AI Swamp Milkweed / Asclepias incarnata #1 14
AT Butterfly Milkweed / Asclepias tuberosa #1 21
EJ Joe Pye Weed / Eupatorium maculatum #1 19
HD Big Daddy Hosta / Hosta x `Big Daddy`#1 7
HB Bridal Falls Hosta / Hosta x `Bridal Falls`#1 11
IV Blue Flag / Iris versicolor #1 23
LG Prairie Blazing Star / Liatris pycnostachya #1 20
LC Cardinal Flower / Lobelia cardinalis #1 11
LS Great Blue Lobelia / Lobelia siphilitica #1 10
MB Wild Bergamot / Monarda fistulosa #1 22
RS Sweet Black-eyed Susan / Rudbeckia subtomentosa #1 11
SL Little Bluestem Grass / Schizachyrium scoparium #1 24
PLANT SCHEDULE
8
C2.15
Addendum #2 02/22/2019 16
C2.15
5
C2.15
6
C2.15
7
C2.15
9
C2.15
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
PROPOSED BUILDINGADDITION 'F'
SOUTH PARKING
(6 BUS STALLS)
QM
1
QA
1
QM
1
QE
3
3
QC
AN
3
QA
2
QB
1
4
CS
2
QM
3
TRNATIVE SEED RSS WALLS
NATIVE SEED RSS WALLS
STAGING AREA - TILL AS REQUIRED TO REMOVE
COMPACTION. RETURN TO EXISTING GRADES.
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1
92323.4
9
2
4
924
925925
925925925925
925
926926926926 25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
926
92624.4
25.2
23.3
23.7
926
926927
927
92
77
927
927
26.2
26.1
25.8
25.7
25.1
25.5
24.6
24.0
24.5
26.5
26.4
27.2
27.4
26.8
26.0
26.1
26.5
25.8
27.3
27.2
26.9
26.9
26.7 ME
25.0
26.2
26.6
24.7
25.2
25.5
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
21.6
09.6
98.683.7
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
91
7
91
8
919
920920
921921
922922
923
924
925
926
927
928
929929
930930931931932932
933933933
934
935
30.0
29.6
32.6
33.0
19.6 ME
28.3 ME
35.9 ME
32.6 ME
30.6 ME
26.6 ME
26.6 ME
26.6 ME
19.6 ME
19.6 ME
29.6 ME
29.5 ME
29.2 ME
29.0 ME
29.3 ME
29.5 ME
29.1 ME
28.9 ME
29.8 ME
28.8 ME
28.5 ME
29.7 ME
16.6 ME
16.2 ME
19.7 ME
19.7 ME
19.7 ME
19.3
19.1
18.8
18.4
29.5 ME
32.9 ME
33.0 ME
33.1 ME
33.2 ME
33.0 ME
33.2 ME
33.2 ME
33.2 ME
32.7 ME
33.2 ME
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
LANDSCAPE ARCHITECT
MINNESOTA
L1.12
1" = 50'
LJD
LJD
02/06/2019
172270
53753 02/06/2019
LAURA J. DETZLER
SOUTHPLANLANDSCAPING
NOTES:LEGEND
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL
REQUIREMENTS.
3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE
CONTRACTOR PROCEEDS WITH SODDING.
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.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NO
ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING, REFER TO SPECIFICATION FOR
PROCEDURE.
8. ALL TREES TO BE BALLED AND BURLAPPED.
9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH,
UNLESS OTHERWISE SPECIFIED.
10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE
MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN
BRANCHING NO LOWER THAN 6'.
TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
AN Northwood Maple / Acer rubrum `Northwood`B&B 3"12
AM Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM B&B 3"3
AS Sienna Glen Maple / Acer x freemanii `Sienna`B&B 3"6
CS Northern Catalpa / Catalpa speciosa B&B 3"4
CO Common Hackberry / Celtis occidentalis B&B 3"4
CV Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM B&B 3"8
QA White Oak / Quercus alba B&B 3"7
QB Swamp White Oak / Quercus bicolor B&B 3"7
QE Northern Pin Oak / Quercus ellipsoidalis B&B 3"5
QC Heritage Oak / Quercus macdanielli `Clemons` TM B&B 3"5
QM Burr Oak / Quercus macrocarpa B&B 3"5
TR Redmond American Linden / Tilia americana `Redmond`B&B 3"7
CONIFEROUS TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
PR Norway Pine / Pinus resinosa B&B 8` H 2
TW White Cedar / Thuja occidentalis `White Cedar`B&B 8` H 6
ORNAMENTAL TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
MP Perfect Purple Crab Apple / Malus `Perfect Purple`B&B 2"8
SR Japanese Tree Lilac Clump / Syringa reticulata B&B 2"6
SHRUBS COMMON NAME / BOTANICAL NAME CONT QTY
AM3 Glossy Black Chokeberry / Aronia melanocarpa elata #5 19
CR Red Twig Dogwood / Cornus sericea #5 13
DL Dwarf Bush Honeysuckle / Diervilla lonicera #5 10
IW Winterberry / Ilex verticillata #5 12
JB Blue Prince Juniper / Juniperus horizontalis `Blue Prince`#5 10
PL Lemon Candy Dwarf Ninebark / Physocarpus opulifolius `Lemon Candy` #5 3
VA American Cranberrybush / Viburnum trilobum #5 5
PERENNIALS / ORNAMENTAL GRASSES COMMON NAME / BOTANICAL NAME CONT QTY
AI Swamp Milkweed / Asclepias incarnata #1 14
AT Butterfly Milkweed / Asclepias tuberosa #1 21
EJ Joe Pye Weed / Eupatorium maculatum #1 19
HD Big Daddy Hosta / Hosta x `Big Daddy`#1 7
HB Bridal Falls Hosta / Hosta x `Bridal Falls`#1 11
IV Blue Flag / Iris versicolor #1 23
LG Prairie Blazing Star / Liatris pycnostachya #1 20
LC Cardinal Flower / Lobelia cardinalis #1 11
LS Great Blue Lobelia / Lobelia siphilitica #1 10
MB Wild Bergamot / Monarda fistulosa #1 22
RS Sweet Black-eyed Susan / Rudbeckia subtomentosa #1 11
SL Little Bluestem Grass / Schizachyrium scoparium #1 24
PLANT SCHEDULE
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
APPROXIMATE SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING
PROPOSED SHRUB / MULCH BED
PROPERTY LINE
1
C2.11
8
C2.15
Addendum #2 02/22/2019 1
6
C2.15
5
C2.15
6
C2.15
7
C2.15
9
C2.15
ENGINEERED FILL12"6"UNSUITABLE SOIL
TOPSOIL
1'-0" (TYP)
5'-0"
1
1 VARIESNOTE:
BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS
ENGINEER PRIOR TO PLACEMENT OF ANY FILL.
4" SLAB
FINISH FLOOR
FINISH SUBGRADEFINISH GRADE (TURF)
MINIMUM EXCAVATION
LIMITS
FOOTING
SUITABLE SOIL
ENGINEERED FILL
8" STABILIZED AGGREGATE BASE (NO RECYCLED ASPHALT)
6
C2.11
GRADING - BELOW GRADE
BUILDING WALLS
BUILDING PAD
(ENGINEERED FILL)
1
1
FINISH GRADE (TURF AREAS)FINISH FLOOR
ELEVATION
BACKFILL AT
BELOW GRADE
WALLS
FOOTING (REFER TO
STRUCTURAL PLANS)
FINISH FLOOR ELEVATION
REFER TO ARCHITECTURAL
PLANS FOR VERIFICATION IN
LOWER LEVEL FINISH FLOOR
ELEVATIONS AND LOCATIONS
OF VARIATIONS
2'-0"
30°0'0"6"MINIMUM 6" TOPSOIL
6" TOPSOIL
18" LOW PERMEABILITY CLAY SOILS
C2.11
7
6
C2.11
SAND SUBBASE/ DRAIN TILE AT
DOORS & FROST FOOTED STOOPS
5'-0"20'-0"5'-0"6'-0"4"NOTE: REFER TO GRADING AND DRAINAGE
PLAN FOR LIMITS OF SAND SUB-BASE
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
5
C2.11
6
C2.13
NOTE:
ATTACH TRACER WIRE WITH
BROWN STRIPE TO PIPE AT 3'
O.C. WITH PLASTIC ZIP-TIES
(OR APPROVED EQUAL).
CLEANOUT ASSEMBLY
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
MAINREFER TO PLAN15"
11 12"4"24" DIA. x 8" THICK CONCRETE
SLABPOURED AROUND CASTING
(FLUSH WITH PAVEMENT/TURF
GRADE)
12
C2.11
BACKWATER VALVE
FLOW
BACKWATER VALVE
SOLVENT WELD BACKWATER
VALVE TO DRAINTILE
PROVIDE FLEXIBLE JOINT -
REFER TO SPECS
6" DRAINTILE
CONNECT DRAINTILE 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 DRAINTILE
PROVIDE FLEXIBLE
JOINT AT
CONNECTION -
REFER TO SPECS
REFER TO PLAN FOR
STRUCTURE TYPE
10
C2.11
ROCK CONSTRUCTION
ENTRANCE
NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC
ENTERS OR EXITS THE CONSTRUCTION SITE
6" MINIMUM THICKNESS
50'
M
I
N
I
M
U
M
AS RE
Q
UI
R
E
D
EXISTING PAVEMENT TO REMAIN
PROPERTY/R.O.W. LINE
2" TO 3" WASHED ROCK
GEOTEXTILE FABRIC
C2.11
3
SANITARY SEWER MANHOLE
5"
MIN.1'-4"4'-0"27"
4'-0"16" O.C.BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT7"VARIABLE16" MAX.CL FLOW
FLOW
SLOPE @ 2 IN./FT.
(TYP)
COVER SHALL BE STAMPED
"SANITARY SEWER"
METAL SEWER CASTING - REFER TO
PLAN FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING RINGS.
GROUT BETWEEN RINGS, CASTING,
AND ALONG OUTSIDE.
PRECAST CONCRETE CONE SECTION
STEPS ON DOWNSTREAM SIDE
RUBBER GASKET - TYP
AT ALL JOINTS
SLOPE AT 2 IN./FT. (TYP)
RUBBER BOOT - REFER TO MNDOT
STANDARD PLATE NO. 4007C
RUBBER BOOT - REFER
TO MNDOT STANDARD
PLATE NO. 4007C
GROUT TO 1/2 PIPE
INTEGRAL BASE SECTION
C2.11
15
STORM SEWER MANHOLE
BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH16" O.C.VARIABLE
27"4'-0"VARIABLE5"
MIN.
COVER SHALL BE STAMPED
"STORM SEWER"
METAL SEWER CASTING - REFER
TO PLAN FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING RINGS.
GROUT BETWEEN RINGS, CASTING, AND
ALONG OUTSIDE.
PRECAST CONCRETE CONE SECTION
STEPS ON DOWNSTREAM SIDE
RUBBER GASKET, TYP ALL JOINTS
GROUT SHELF AND CHANNELS
PROVIDE FLEXIBLE JOINT
AT CONNECTION - REFER TO SPECS
C2.11
19
CATCH BASIN
VARIES
FLOW
FLOW
61
"RIM ELEVATION"
PRECAST COVER -
8" THICK
STEPS - INSTALL ON
DOWNSTREAM SIDE
@ 16" O.C.
RUBBER GASKET -
TYP AT ALL JOINTS
PRECAST CONCRETE
SECTION
GROUT SHELF AND
CHANNELSBASES SHALL BE 8"
STANDARD PRECAST
WITH 2" LEAN GROUT,
OR POURED 8" SLAB
REINFORCED WITH
6" x 6" 10/10 MESH
PROVIDE FLEXIBLE JOINT
AT CONNECTION -
REFER TO SPECS
STORM SEWER PIPE- REFER TO
PLAN FOR LOCATION, INVERT,
AND SIZES
MIN. 2 AND MAX. 5 ADJUSTING
RINGS. GROUT BETWEEN
RINGS, CASTING, AND ALONG
OUTSIDE.
METAL SEWER CASTING - REFER
TO PLAN FOR TYPE
C2.11
20
TEMPORARY DIVERSION
BERM
PLAN VIEW
SECTION A-A
A
A DISTURBED EARTH
2'
MIN.24" MIN.2' MIN.UNDISTURBED
EARTH
DISTURBED EARTH
2:1 SLOPE OR
FLATTER
2:1 SLOPE OR FLATTER
SILT FENCE
SILT FENCE
21
WHERE POSSIBLE, 10'
UNDISTURBED EARTH
UPHILL OF SILT FENCE
1
C2.11
C2.11
4
SEDIMENT CONTROL LOG
FLOW
24" MIN.2' O.C.MAX.FL
O
W
FL
O
W
STAKE DETAIL
INSTALLATION DETAIL
SEDIMENT CONTROL LOG
STAKE TO BE PLACED AT TOE
OF SLOPE, BOTH SIDES
WOOD STAKE
BOTTOM OF SWALE
WOOD STAKE TO
PENETRATE NETTING
MATERIAL ONLY
SEDIMENT CONTROL LOG
C2.11
2
SILT FENCE
NORMAL USE
POSTS:
(IF USED WITHOUT
SUPPORT FENCE)
WOOD
2" SQ. (MIN)
@ 4' (MAX)
SPACING
METAL
0.95 lbs/lf (MIN.) @ 6'
(MAX) SPACING
DIRECTION OF
RUNOFF FLOW
NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH
HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES
5' MIN. LENGTH POST (METAL)
4' MIN. LENGTH POST (WOOD)
SILT FENCE FABRIC
OVERLAP FABRIC 6" AND
FASTEN @ 2' INTERVALS
EXTEND WIRE MESH INTO TRENCH
FABRIC ANCHORAGE
TRENCH BACKFILL WITH
TAMPED NATURAL SOIL
6" MIN.
6" MIN.NATURAL SOIL
24" MIN. BURY DEPTH (METAL)
18" MIN BURY DEPTH (WOOD)
30" MIN.
METAL STAKE OR
WOOD POST
OPTIONAL SUPPORT
FENCE (WIRE MESH)
1
C2.11
STRUCTURE WITH HOODED
OUTLET COVER
VARIES
REFER TO PLANS
FLOW
FLOW
SUMP VARIES
REFER TO PLANS
PROVIDE FLEXIBLE JOINT
(TYP.) - REFER TO SPECS
PRECAST CONCRETE
SECTION
SIMILAR TO
RUBBER GASKET - TYP
AT ALL JOINTS
PROVIDE ANTI-SIPHON
DEVICE
PRECAST COVER -
8" THICK
"RIM ELEVATION"METAL SEWER CASTING -
REFER TO PLANS FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING
RINGS. GROUT BETWEEN RINGS,
CASTING, AND ALONG OUTSIDE.
HOODED OUTLET COVER
INLET PIPES - ADJUST
OPENING IN STRUCTURE
AS REQUIRED TO ALLOW
ADEQUATE SPACE FOR
HOODED OUTLET COVER.
REFER TO PLANS FOR PIPE
SIZES AND ALIGNMENT
BASES SHALL BE 8"
STANDARD PRECAST
WITH 2" LEAN GROUT, OR
POURED 8" SLAB
REINFORCED WITH 6" x 6"
10/10 MESH
C2.11
20
C2.11
21
TYPICAL SECTION THRU
FILTRATION AREA
3" DEPTH MIN. SHREDDED
WOOD MULCH (MnDOT TYPE 6)
PLANTS WITH MULCH
FILTRATION AREA
LIMITS AS SHOWN ON PLAN
GRASS
ROOT BALL
OR POT
FILTRATION SYSTEM SOIL
MIXTURE - SEE BELOW
SEE NOTE 7 OF 19 / C1.71 FOR ENGINEERED SOIL MIXTURE
6" DEPTH
TOPSOIL
PLACE SEDIMENT LOG AT EDGE OF FILTRATION AREA - FULL
PERIMETER , AND REMOVE ONCE ALL UPSLOPE AREAS ARE
FULLY STABILIZED (PERMANENT STABILIZATION)
LANDSCAPING
EDGING (TYPICAL)
FLAT BOTTOM
1
1
EXCAVATE TO SUBGRADE
ELEVATION WITH A TOOTHED
BUCKET BACKHOE. RIP SOILS 6"
TO 9" TO REMOVE COMPACTION
UTILITY TRACER
WIRE (TYPICAL)
6" DRAIN TILE WITH 3" MIN. PEA ROCK
SURROUNDING, WRAPPED IN GEOTEXTILE FABRIC
- REFER TO PLAN FOR LOCATION AND INVERT6" MIN.30" MIN.13
C2.11
FILTRATION AREA
CONSTRUCTION NOTES
FILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:
1.FILTRATION 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 FILTRATION AREA. 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 AND 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 FILTER 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. FILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND
(WELL BLENDED MIXTURE OF 70% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 30% MN/DOT 3890 GRADE 2
LEAF LITTER COMPOST. THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN
SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES
COMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL
SHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES.
8. INSTALL PLANTINGS BY HAND.
9. INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL
WELL ESTABLISHED. WATERING COSTS ARE CONSIDERED INCIDENTAL TO SOD AND PLANTING INSTALLATION.
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 FILTRATION AREAS.
C2.11
14
GATE VALVE BOX
8"
AS REQUIRED
ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT
GRADE OR 1" BELOW FINISHED TURF GRADE.
SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT.
COVER SHALL BE
STAMPED WITH "WATER"
FINISH GRADE
VALVE BOX
GATE VALVE
REFER TO DRAWINGS
FOR SIZES
WATERMAIN
CONCRETE THRUST BLOCK
16
C2.11
FIRE HYDRANT8'-0" MINIMUM3'-0"8'-0" MIN. COVERHYDRANT MARKER
HYDRANT, HEIGHT VARIES
FINISH
GRADE
TRAFFIC FLANGE
2" ABOVE GRADE REFER TO DETAIL
4" x 4"
VERTICAL
BLOCK
4" x 4"
THRUST
BLOCK
1 CU. YD. GRAVEL 3/4"+ COVER
WITH POLYETHLENE
TEE
6" D.I.P. LEAD
MECH. JOINTS
6" GATE VALVE
8" CONCRETE
THRUST BLOCKS 2-3/4" TIE RODS
C2.11
16
C2.11
17
WATERMAIN OFFSET
PROPOSED / EXISTING SEWER
- REFER TO PLAN FOR SIZES
AND LOCATIONS
ONE LENGTH OF
PROPOSED WATERMAIN
PIPE CENTERED AT
CROSSING
TRANSITION TO SPECIFIED DEPTH (TYP).
INSTALL VERTICAL BENDS AS REQUIRED18" MIN.WATERMAIN SHALL
HAVE 8' MINIMUM COVER
45 ° BEND (TYP)
RESTRAINT AT EVERY
JOINT
17B
C2.11
THRUST BLOCK
BEND
CROSS
TEE45° BEND
WYE
NOTES:
1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
2. KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS AND BOLTS.
3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED
ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND
ALLOWABLE SOIL BEARING STRESS(ES).
4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE
PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARD
DETAIL.
5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE
SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING
AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE
FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING
STRESS) X (TABLE VALUE).
PLUGGED CROSS PLUGGED CROSS
PLUGGED TEE PLUG OR CAP
NOMINAL
FITTING SIZE
(INCHES)
TEE, WYE,
PLUG, OR
CAP
90° BEND,
PLUGGED
CROSS
TEE PLUGGED
ON RUN
A1 A2
45°
BEND
22.5°
BEND
11.25°
BEND
4 1.0 1.4 1.9 1.4 1.0 - -
6 2.1 3.0 4.3 3.0 1.6 1.0 -
10 5.9 8.4 11.8 8.4 4.6 2.6 1.2
12 8.5 12.0 17.0 12.0 6.6 3.4 1.7
14 11.5 16.3 23.0 16.3 8.9 4.6 2.3
16 15.0 21.3 30.0 21.3 11.6 6.0 3.0
18 19.0 27.0 38.0 27.0 14.6 7.6 3.6
20 23.5 33.3 47.0 33.3 18.1 9.4 4.7
24 34.0 48.0 68.0 48.0 26.2 13.6 6.8
8 3.8 5.3 7.6 5.4 2.9 1.5 1.0
1/4" PLYWOOD
OVER FACE
OF BOLTS
A1
A2
UNDISTURBED SIDE OF TRENCH (TYP.)
BEDDING MATERIAL (TYP.)
18
C2.11
RCP FLARED END SECTION
(FES)
PIPE SIZE
21" & LESS
24" TO 36"
42" TO 54"
60" & GREATER
"U" BOLT DIA.
1/2"
5/8"
3/4"
1"
WIDTH
24"
24"
24"
24"
"U" BOLT REQUIREMENTS
NOTES:
2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH
JOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OF
THE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN.
CONCRETE PIPE TIES ("U" BOLTS)
TRASH GUARD WITH 5/8" DIA.
RODS AT 6" ON CENTER.
FASTEN TO FES WITH 3
HOT DIPPED GALV. CLIPS
RIPRAP - REFER
TO DETAIL
C2.11
23
C2.11
22
RIPRAP - FLARED END
SECTIOND51
5D2'-0"D5D12"PLAN
SECTION A - A
SECTION B - B12"18"B
B
AA
CLASS III RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
CLASS III RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
FABRIC SHALL COVER THE AREA
OF THE RIPRAP AND EXTEND
UNDER THE CULVERT APRON 3'
C2.11
23
8
C2.11
CLASS B PIPE BEDDING
CITY STANDARD PLATE 4005
9
C2.11
CLASS C PIPE BEDDING
CITY STANDARD PLATE 4005
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.11
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
Addendum #2 02/22/2019 1
FINGER DRAIN
3"3"3"CURB AND GUTTER
BITUMINOUS PAVEMENT SECTION
REFER TO DETAIL
6"
3" MINIMUM
UNDER TILE
WRAP TRENCH AND PEAROCK
WITH GEOTEXTILE FABRIC
PEA ROCK AROUND TILE
6" DRAIN TILE - LENGTH OF INDIVIDUAL
FINGER DRAIN SHALL BE 30' MINIMUM
UNLESS NOTED OTHERWISE.
11
C2.11
1
C2.13
10
C2.13
11
C2.13
2
C2.13
12
C2.13
RETAINING WALL AND FENCEVARIESGEOSYNTHETIC REINFORCEMENT
WALL BASE
5'-0" MINIMUM EXCAVATION4'-0"18" MAX.
CHAIN LINK
FENCE
DRAINTILE - CONNECT
TO STORM SEWER
(REFER TO UTILITY PLAN)
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
24
C2.11
C2.13
18
1
C2.12
REINFORCED SOIL SLOPE
Mn/DOT STANDARD PLAN 5-297.646
2
C2.12
REINFORCED SOIL SLOPE DETAILS
Mn/DOT STANDARD PLAN 5-297.649
3
C2.12
REINFORCED SOIL SLOPE SECTIONS
Mn/DOT STANDARD PLAN 5-297.648
4
C2.12
STORMWATER TRENCH AND PRETREATMENT STRUCTURE
STRUCTURE
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.12
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
CURB TRANSITION
SURMOUNTABLE TO B-61210' TRAN
SI
TI
O
N
PROVIDE EXPANSION
JOINT AT ENDS
OF TRANSITION (TYP.)
4
C2.13
1
C2.13
2
C2.13
CONCRETE WALK 1"NOTES:
1) PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO
JOINTS GREATER THAN 6' - REINFORCEMENT SHALL BE UNIFORMLY
SUSPENDED 2" BELOW CONCRETE FINISH GRADE.
2) PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK,
BUILDING, AND STOOP JOINTS. REFER TO SPECS.
WALK WIDTH AS
LABELED ON PLAN
BITUMINOUS PAVEMENT
CONCRETE CURB AND GUTTER
WALK FLUSH WITH TOP OF CURB AND PROVIDE
TOOLED EDGE (WITH EXPANSION JOINT)
5" CONCRETE WALK
MIN. 4" SAND BASE OR STABILIZED
AGGREGATE BASE THICKENED TO
BOTTOM OF CURB WHERE APPLICABLE
TYPICAL AT ALL
GRASS AREAS
PREPARED SUBGRADE
PROVIDE 2% CROSS SLOPE (MAX.)
REFER TO GRADING PLAN FOR
DIRECTION
12"MIN. 4"DEPTH6
C2.13
C2.13
11
C2.13
10
C2.13
1
CONCRETE SLAB
36"12"8"CAULK AT SURFACE
6" STABILIZED AGGREGATE BASE TO BE
PLACED BY PAVING CONTRACTOR STRUCTURE
8" CONCRETE SLAB
6" (MIN.) STABILIZED AGGREGATE
BASE TO BE PLACED BY PAVING
CONTRACTOR
THICKENED SLAB AT ALL SIDES
NOT ADJACENT TO BUILDING
PREPARED SUBGRADE
CONCRETE FLUSH WITH
BITUMINOUS PAVEMENT
EXPANSION JOINT
7
C2.13
11
C2.13
4
PLAN VIEW OF PERPENDICULAR RAMP
DOME SPACINGDOME SECTION
3
2
2
1
NOTES:
SECTION A-A
ELEVATION OF RAMP
PEDESTRIAN CURB RAMP
3'-8"
2 CONCRETE
WALK
3'-8"
A
4'-0"MIN.4'
-
0
"MIN4'-0" MIN4'-0" UNLESS
OTHERWISE NOTED
ON PLAN
5'-8"5'-8"2'-0"4
36'-0"(6" CURB4'-0"(4" CURB)CONCRETE WALK
A
6'-3" (6" CURB)
4'-2" (4" CURB)
4'-0" UNLESS
OTHERWISE NOTED
ON PLAN
6'-3" (6" CURB)
4'-2" (4" CURB)
1
6'-0" (6" CURB)
4'-0" (4" CURB)4'-0"
7/8" - 1-7/16"
1/5"
50%-60% OF BASE
DIAMETER
5/8" MIN.2'-0"5/8" MIN.
15/16" (TYP.)
1 5/8" - 2 3/8"
1 5/8" - 2 3/8"
15/16" (TYP.)
6'-3"
(6" CURB & 0.08 FT./FT. SLOPE)
4'-2"
(4" CURB & 0.08 FT./FT. SLOPE)
4'-0"6'-3"
(6" CURB & 0.08 FT./FT. SLOPE)
4'-2"
(4" CURB & 0.08 FT./FT. SLOPE)
1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY
FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN
RAMP.
6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/ TRUNCATED DOME
AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE
BACK OF CURB.
ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND
SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH
(TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING
SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY,
WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE
TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT
YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.
DISTURBED MINIMUM
OUTER LIMITS OF
CONCRETE WALK
BACK OF CURB
FRONT FACE
OF CURB
ROUND ALL SLOPED
INTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDE
CURB OR, CURB
AND GUTTER
0.083 FT./FT. OR FLATTER
0.02 FT./FT. MAX
DOME (TYP)6"9
C2.13
6
C2.13
D-412 CURB & GUTTER
12"6"6"R12"4"7"AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)
12"
NOTE:
1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF
ADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.
1
2
SLOPE 34" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF
LOT/DRIVE (TIP OUT) - SLOPE 34"
PER FOOT TOWARDS BACK OF
CURB FACE ON LOW SIDE OF
LOT/DRIVE (TIP BACK)
FACE OF CURB
C2.13
2
B-612 CURB AND GUTTER
NOTE:
1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT
PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.
2. 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"7 1/2"13 1/2"6"12"
1
2 AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)7"FACE OF CURB
12" RADIUS
3" RADIUS
SLOPE 34" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF
LOT/DRIVE (TIP OUT) - SLOPE 34" PER
FOOT TOWARDS BACK OF CURB FACE
ON LOW SIDE OF LOT/DRIVE (TIP BACK)
12" RADIUS
1:3 BATTER
C2.13
1
ACCESSIBLE PARKING SIGN
AND POST WITH BOLLARD
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
CL
1'-6"1'-0"POST TOP
METAL SIGN ACCORDING TO
MN STATE STATUTE 169.346
"VAN-ACCESSIBLE" LABELING (MNMUTCD
R7-8b) PROVIDE AT ONE STALL
3 1/2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
5" O.D. STEEL PIPE BOLLARD WITH TWO COATS
SIGN ENAMEL (COLOR TO BE APPROVED BY
OWNER). FILL ANNULAR SPACE WITH GROUT.
10° SLOPE
CONCRETE
(MN/DOT 3A32
OR EQUAL)60" - 66"C2.13
13
MEDIUM DUTY BITUMINOUS
PAVEMENT11.5"1.5" BITUMINOUS WEAR COURSE
TACK COAT
2" BITUMINOUS BINDER COURSE
8" AGGREGATE BASE COURSE
12" SUBGRADE PREPARATION
C2.13
10
6"
6"
12"
12"
12'-0" TAPER
B-612 CURB TERMINATOR
SLOPE TOP OF CURB DOWN TO GUTTER
5
C2.13
1
C2.13
LAKE VALENTINE ROAD
BITUMINOUS PAVEMENT13"1.5" 2331 TYPE 41A BITUMINOUS WEAR COURSE
TACK COAT
2" 2331 TYPE 31B BITUMINOUS BASE COURSE
8" CLASS 5A AGGREGATE BASE
12" SUBGRADE PREPARATION
1.5" 2331 TYPE 41b BITUMINOUS BINDER COURSE
12" SAND SUBBASE
TACK COAT
12
C2.13
B-618 CURB AND GUTTER
NOTE: DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH
DIRECTION OF ADJACENT PAVEMENT SLOPE.
12"6"7 12"1'-1 12"6"
18"
1
2 AGGREGATE BASE TO
BE PLACED BY PAVING
CONTRACTOR (4" MIN.)
FACE OF CURB
1:3 BATTER
3" RADIUS
12" RADIUS
SLOPE 34" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF
LOT/DRIVE (TIP OUT) - SLOPE 34"
PER FOOT TOWARDS BACK OF
CURB FACE ON LOW SIDE OF
LOT/DRIVE (TIP BACK)
12" RADIUS
C2.13
3
TRAFFIC SIGN AND POST
WITH BOLLARD2"7'-0" - VERIFYWITH LOCAL CODE3'-0"1'-6"
POST TOP
REFER TO PLAN
FOR MESSAGE
METAL SIGN
5" O.D. STEEL PIPE WITH TWO COATS
SIGN ENAMEL (COLOR TO BE
APPROVED BY OWNER). FILL
ANNULAR SPACE WITH GROUT.
3 1/2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
10° SLOPE
CONCRETE
(MN/DOT 3A32
OR EQUAL)3'-6"1'-0"C2.13
15
TRAFFIC SIGN AND POST
WITH BREAKAWAY SIGN BASE2"7'-0" - VERIFYWITH LOCAL CODEPOST TOP
REFER TO PLAN
FOR MESSAGE
METAL SIGN
2" x 2" 12 GAUGE SQUARE
POST PER Mn/DOT 3402
BREAKAWAY SIGN BASE BOLTED TO CONCRETE
SURFACE - REFER TO SPECIFICATIONS
C2.13
16
TRAFFIC SIGN AND POST IN
GRASS2"7'-0" - VERIFYWITH LOCAL CODE2'-6"POST TOP
REFER TO PLAN
FOR MESSAGE
METAL SIGN
3 1/2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
C2.13
17
CHAIN LINK FENCEREFER TO PLAN FOR HEIGHTNOTES:
1. END, CORNER, AND PULL POSTS SHALL BE 4".
LINE POSTS SHALL BE 2 1/2".
2. ALL FENCING SHALL RECEIVE 2" x 2" #9
GAUGE FABRIC UNLESS NOTED OTHERWISE.
3. LINE POSTS MAY BE AIR DRIVEN.
4. POST SPACING SHALL NOT EXCEED 10' O.C.
5. BOTTOM RAIL SHALL BE PLACED NO MORE
THAN 2" ABOVE FINISH GRADE.6"1 5/8" TOP RAIL
CHAIN LINK FENCE
1 5/8" BOTTOM RAIL
FINISH GRADE
CONCRETE MAINTENANCE STRIP
(UNLESS OTHERWISE NOTED)
CONCRETE FOOTING 12" x 48"
FOR END, CORNER, AND
PULL POSTS
18
C2.13
20
C2.13
CONCRETE MAINTENANCE
STRIP
1'-3"4"3"2"PLAN
SECTION
1/2" RADIUS
(TYPICAL)
FINISH GRADE AT MAINTENANCE STRIP
SHALL BE 1" ABOVE SOD AND FLUSH WITH
CONCRETE WALK WHERE APPLICABLE.
(2) #4 REBAR
1" DEPTH TOOLED CONSTRUCTION JOINT
TOPSOIL 1" BELOW CONCRETE
COMPACTED SUBGRADE
TOOLED CONSTRUCTION JOINT SHALL BE CUT
TO 1"DEPTH AND SHALL OCCUR AT EACH POST
AND AT MIDPOINT BETWEEN POSTS
POST
(2) #4 REBAR
20
C2.13
6
C2.13
ACCESSIBLE PARKING SIGN
POST WITH BREAKAWAY BASE2"60"-66" TO BOTTOM OF SIGN12"18"SIGN: WHITE LEGEND AND
BORDER ON BLUE
BACKGROUND FULLY
REFLECTORIZED
POST TOP
METAL SIGN ACCORDING
TO MN STATE STATUTE
169.346
2" X 2" 12 GAUGE SQUARE
POST PER Mn/DOT 3402
PROVIDE "VAN-ACCESSIBLE"
LABELING (MNMUTCD R7-8b)
PROVIDE AT ONE STALL
NOTE:
SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE
OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.
BREAKAWAY SIGN BASE BOLTED TO CONCRETE
SURFACE - REFER TO SPECIFICATIONS
C2.13
14
DECORATIVE METAL FENCE
112" x 1 716" RIBBED CHANNEL RAIL
PICKET #1WM46
3" TYPICAL512"7'-8"4'-0"FINISH GRADE4'-0"19
C2.13
C2.13
20
8
C2.13
DRIVEWAY APRON
CITY STANDARD PLATE 2002
CONCRETE STAIRS AT
RETAINING WALL
EXPANSION JOINT
HANDRAIL CENTERED
ON 6" CURB
STAIR NOSING
REFER TO SPECS
EXPANSION JOINT
TURF
ALL HANDRAIL PIPE SHALL
BE 1-1/2" O.D. STD. PIPE
WELD AND GRIND SMOOTH JOINTS
STAIR NOSING (TYPICAL) REFER TO SPECS
TREAD REINFORCEMENT #3
REBAR @ 16" O.C.
SLOPE DOWN @ 1/4" PER TREAD
COARSE BROOM FINISH
#4 REBAR @ 3"
FROM BOTTOM AND
EDGE OF FOOTING
#4 REBAR @ 16" O.C.
PREPARED SUBGRADE
8" SAND BASE
#4 CONTINUOUS
REBAR (TYPICAL)
EACH WAY
CAST SLEEVE TO
RECIEVE HANDRAIL
#4 REBAR (TYPICAL)
EXPANSION JOINT
CONTINUOUS NOSING BAR 2'-0"
16"534"6"
2'-0"
1'-0"
34" STAIR
SETBACK
2'-0"
SECTION A-A 1'-4"1'-6"1'-0"
TURF
TURF
6" CURB FLUSHWITH TOP OF STEPS6" CURB FLUSHWITH TOP OF STEPSPLAN VIEW
AA
21
C2.13
C2.13
6
C2.13
6
C2.11
24
C2.11
24
CONCRETE VALLEY GUTTER5 12"7"2'-0"
1'-0"
CONCRETE VALLEY
GUTTER
MIN. 6" AGGREGATE BASE
COURSE TO BE PLACED
BY PAVING CONTRACTOR
22
C2.13
12
C2.13
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.13
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
Addendum #2 02/22/2019 1
HEAVY DUTY PAVEMENT14"2"
2"
PAVEMENT EDGE AS
SHOWN ON PLAN
TYPICAL EDGE TREATMENT
WITHOUT CURB AND GUTTER
1.5" BITUMINOUS WEAR COURSE
TACK COAT
2.5" BITUMINOUS BINDER COURSE
10" AGGREGATE BASE COURSE
12" SUBGRADE PREPARATION
C2.13
11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.14
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
Addendum #2 02/22/2019 1
1
C2.14
MnDOT PEDESTRIAN CURB RAMP 1
STANDARD PLAN 5-297.250
2
C2.14
MnDOT PEDESTRIAN CURB RAMP 2
STANDARD PLAN 5-297.250
BUS PARKING
(29 BUS STALLS)
5
AN
2
QB
QB
1
IV
8
SL
5
AI
5
AM3
5
IW
7
LG
7
AT
9
LS
10
12
MB
CR
6
EJ
11
LG
8
AM3
7
SL
6 LC
6
11
RS
5
VA
6
SL
MB
10
AI
9
7
CR
AM3
3 AM3
4
8
EJ
IW
5
5
LC
7
SL
15
IV
AT
12
LG
5
9
1
1
911 911
9129
1
2
913
9
1
3
914
9
1
4
9149156
911
9
1
2
11.8
11.2 ME
11.7 ME12.3 ME
16.6
15.4
14.1
14.7
15.8
7
8
1.9 ME
13.2
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
11.7 ME
12.7 ME
13.6 ME
13.6
12.7
5.4
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
11.9 EOF
16.9
FIELD MARKING PINS
INSTALL AT CORNERS OF ALL FIELDS AND
AT OUTFIELD FOUL LINES OF SOFTBALL FIELDS
PINS SHALL BE INSTALLED BY A REGISTERED
LAND SURVEYOR6"1'-6"FINISH GRADE OF FIELD
3/4" DIAM. REBAR
C2.15
4
1'-0"
MIN
1'-0"
MIN
2.5 X BALL DIA. MIN.
DECIDUOUS TREE
SET TREE WITH ROOT COLLAR AT
FINISH GRADE - ADJUST TREE AS
REQUIRED SO THAT ROOT COLLAR
STANDS LEVEL TO OR SLIGHTLY
ABOVE FINISHED GRADE
SHREDDED HARDWOOD MULCH
(4" MIN DEPTH)
PLANTING SOIL (MIN. DIMENSION
SHOWN)
SOIL SAUCER: USED PREPARED
SOIL (4" MIN.)
ROPES AT TOP OF BALL SHALL BE
CUT. REMOVE TOP 1/3 OF BURLAP.
NON-BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED.
PREPARED SUBSOIL TO FORM
PEDESTAL TO PREVENT SETTLING.
C2.15
6
SHRUB
2 X BALL DIA. MIN.
9"
(MIN.)
9"
(MIN.)
4" SHREDDED HARDWOOD MULCH
EDGING (5 STAKES PER 20'
LENGTH MINIMUM) AND
WEED BARRIER
ROOT BALL OR POT
PLANTING SOIL (MIN.
DIMENSION SHOWN)
UNDISTURBED SOIL OR
COMPACTED SUBGRADE
C2.15
7
SHRUB BED EDGING6" MIN.FINISH GRADE
TOPSOIL EDGING
FINISH GRADE
LANDSCAPE ROCK
COMPACTED SUBGRADE
GEOTEXTILE WEED BARRIER -
WRAP SIDES, TYPICAL
8
C2.15
GROUNDCOVER AND
PERENNIALS6"EQUALEQUALPLAN
SECTION12"PLANTER EDGE
ALL GROUND COVER AND ANNUALS
SHALL BE PLANTED AT EQUAL
TRIANGULAR SPACING AS INDICATED
ON LANDSCAPE PLAN.
LANDSCAPE ROCK
CULTIVATE TO A 12" DEPTH
AND AMEND PER SPECIFICATIONS
TO FORM PREPARED PLANTING MIX
C2.15
9
CONIFEROUS TREE6"1'-0"
MIN
1'-0"
MIN
2.5 X BALL DIA. MIN.
SET TREE AT FINISH GRADE
SHREDDED HARDWOOD MULCH
(4" MIN. DEPTH)
PLANTING SOIL (MIN. DIMENSION
SHOWN)
SOIL SAUCER: USED PREPARED
SOIL (4" MIN.)
ROPES AT TOP OF BALL SHALL BE
CUT. REMOVE TOP 1/3 OF BURLAP.
NON-BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED.
PREPARED SUBSOIL TO FORM
PEDESTAL TO PREVENT SETTLING.
5
C2.15
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
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
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.15
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
SECTION THROUGH UNDERGROUND FILTRATION SYSTEM (UGS 1BP)
CORRUGATED
METAL
PERFORATED
PIPE (TANK)
30" (TYPICAL)
GEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00)
BURRITO WRAP (ENTIRE ASSEMBLY)
MIN 24" SEAM OVERLAP
PREPARED SUBGRADE
2
1
BOTTOM OF CHAMBERS
INV. = 901.00
BOTTOM OF STONE/
GEOTEXTILE FABRIC = 900.50
SAND SUBBASE
TOP OF
STONE/GEOTEXTILE
FABRIC = 904.00
15"
(TYPICAL)DEPTH VARIESOPEN GRADED STONE
12" MIN
(TYPICAL
FOR SIDES
8
C2.14
BOTTOM OF SAND
SUBBASE = 898.50
6" DRAINTILE, REFER TO
PLAN FOR LAYOUT
MIN. 3" PEA ROCK AROUND TILE
DT INV = 897.50
FINISH GRADE
6" MINEPDM 45 MIL LINER, INSTALLED PER
MANUFACTURER RECOMMENDATIONS
SAND SUBBASE3.00'C2.15
1
SECTION THROUGH UNDERGROUND FILTRATION SYSTEM (UGS 4P)
CORRUGATED
METAL
PERFORATED
PIPE (TANK)
48" (TYPICAL)
GEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00)
BURRITO WRAP (ENTIRE ASSEMBLY)
MIN 24" SEAM OVERLAP
PREPARED SUBGRADE
2
1
BOTTOM OF CHAMBERS
INV. = 916.50
BOTTOM OF STONE/
GEOTEXTILE FABRIC = 916.00
TOP OF
STONE/GEOTEXTILE
FABRIC = 921.00
24"
(TYPICAL)DEPTH VARIESOPEN GRADED STONE
12" MIN
(TYPICAL
FOR SIDES
8
C2.14
BOTTOM OF SAND
SUBBASE = 914.00
6" DRAINTILE, REFER TO
PLAN FOR LAYOUT
MIN. 3" PEA ROCK AROUND TILE
DT INV = 913.00
FINISH GRADE
6" MIN6" MINSAND SUBBASE
3.00'SAND SUBBASE
C2.15
3
SECTION THROUGH UNDERGROUND FILTRATION SYSTEM (UGS 5BP)
CORRUGATED
METAL
PERFORATED
PIPE (TANK)
30" (TYPICAL)
GEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00)
BURRITO WRAP (ENTIRE ASSEMBLY)
MIN 24" SEAM OVERLAP
PREPARED SUBGRADE
2
1
BOTTOM OF CHAMBERS
INV. = 910.00
BOTTOM OF STONE/
GEOTEXTILE FABRIC = 909.50
TOP OF
STONE/GEOTEXTILE
FABRIC = 913.00
15"
(TYPICAL)DEPTH VARIESOPEN GRADED STONE
12" MIN
(TYPICAL
FOR SIDES
8
C2.14
BOTTOM OF SAND
SUBBASE = 908.00
6" DRAINTILE, REFER TO
PLAN FOR LAYOUT
MIN. 3" PEA ROCK AROUND TILE
DT INV = 907.00
FINISH GRADE
6" MIN6" MINSAND SUBBASE3.00'SAND SUBBASE
C2.15
2
10
C2.15
FILTRATION AREA PLANTINGS DETAILED VIEW
1" = 20'
Addendum #2 02/22/2019 1
4'-0"
"RIM" ELEVATION = 911.50
1'-0"SUMPSTORM SEWER PIPE-
REFER TO UTILITY PLANS
FOR PIPE LENGTHS
AND SLOPES
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
12" PIPE OUT
INV. = 907.30
OUTLET CONTROL
STRUCTURE (OCS 1)
SECTION
PLAN 1-1/4"GRATE DETAIL
4' INSIDE
DIAM.
PROVIDE 6-1/2" SS
ANCHOR BOLTS
W/CLIPS
1 1/2" x3/8"
OUTER RING
1 1/2"x3/8" STEEL
BARS @4" O.C.
MAX EACH WAY
1/4"x1/4" STEEL BAR,
WELD TO
EACH MEMBER
HOT-DIPPED GALVANIZED
GRATE IN 2 SECTIONS
BASES SHALL BE 8" STANDARD
PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED
WITH 6" x 6" 10/10 MESH
PRECAST CONCRETE
SECTION
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
4'-0"
"RIM" ELEVATION = 911.50
1'-0"SUMPPROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
12" PIPE OUT
INV. = 907.30
BASES SHALL BE 8" STANDARD
PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED
WITH 6" x 6" 10/10 MESH
PRECAST CONCRETE
SECTION
PROVIDE FLEXIBLE JOINT
AT CONNECTION - REFER
TO SPECS
12" PIPE OUT
INV. = 907.30
6" DT IN
INV. = 907.50
PROVIDE FLEXIBLE
JOINT AT CONNECTION -
REFER TO SPECS
6" DT IN
INV. = 907.50
6" DT IN
INV. = 907.50
6" DT IN
INV. = 907.50
11
C2.15
PEDESTRIAN CROSSWALK
FLASHER SYSTEM
24" X 12" W16-7PR
STATIC SIGN
ALUMINUM POLE CAP
BACK TO BACK 30"
W11-2 STATIC SIGNS
BACK TO BACK
RRFB LIGHT BARS
24" X 12" W16-7PL
STATIC SIGN
RADIO ANTENNA
ALUMINUM CONTROL CABINET
(MUST BE MOUNTED SO ANTENNA
SIGNAL IS NOT OBSTRUCTED FOR
PROPER RADIO RECEPTION)
YELLOW PUSH BUTTON KIT
4-1/2" O.D. ALUMINUM
POLE PACKAGE
NOTES:
1)ALL DIMENSIONS ARE FOR REFERENCE ONLY.
2) CONTROL CABINET HEIGHT MAY VARY.
3) SNAP LOCKS ARE PROVIDED, STANDARD
34" S/S
BANDING IS RECOMMENDED.
4)J-BOLTS NOT SHOWN.
5) PROVIDE DETECTION SENSOR, FLIR TRAFIONE
195 OR APPROVED EQUAL, PER SPECIFICATIONS
C2.15
12
Addendum #3 02/26/2019 2
BASEML
100'-0"
T.O. MASONRY
124'-0"
BASEUL
111'-2 3/4"
4321
BRICK LEDGE
98'-8"
TYP
03.98 08.5904.0107.38 08.99
TYP
04.96
TYP
04.96
TYP
26.97
_______1
37008
TYP
3.9
08.01
BASEML
100'-0"
T.O. MASONRY
124'-0"
BASEUL
111'-2 3/4"
V.1 V.2 Y.1 Y.2 Z.1 AA.1 DD.2
BRICK LEDGE
98'-8"
04.0104.01
TYP
07.3808.99
TYP
04.96 08.54
TYP
_______1
37008
04.01
TYP TYP
CC.9V.3 BB.1Z.9
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
BASELL
88'-5 1/2"
03.04 04.02
TYP
07.38
TYP
6'-0"
BRICK LEDGE
91'-4"
1
38003
_______
TYP
TYP8"TOP OF NEW METAL
COPING TO ALIGN
WITH EXISTING
04.0204.0204.02
T.O. PRECAST
112'-3"
B.O. PRECAST
110'-7"
6'-0" 6'-0" 6'-0" 6'-0"
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
(1961) BASELL
89'-5 1/2"
TYP
04.0204.0203.04
NE ADDITION ENTRY
90'-8"
07.38 04.0204.0204.02 08.59
TYP SKEWED
SEE
E2/A5.102
08.51 08.92
TYP TYP
08.53
TYP
BRICK LEDGE
90'-0"
SEE
E3/A5.102
TYP
6'-0"
1
38003
_______
TYP
8"ALIGN PRECAST WITH
EXISTING, TYP
T.O. PRECAST
112'-3"
TOP OF NEW METAL
COPING TO ALIGN WITH
EXISTING
1
32004
_______
TYP
1
32003
_______
TYP
PRECAST SHAPE #1B
PRECAST SHAPE #2A
B.O. PRECAST
110'-7"8"BASEML
100'-0"
BASEUL
111'-2 3/4"
BASELL
89'-5 1/2"
AB
SEE E3/A5.102
SKEWED VIEW
BRICK LEDGE
90'-0"
TYP
T.O. UHPC
125'-4"
B.O. UHPC
108'-0"
NE ADDITION ENTRY
90'-8"
08.54
TYP
08.95
TYP
08.93
TYP
08.94
TYP
07.95 04.96
TYPTYP
07.39
XA XB
C4
A5.102
B1
A5.102
B3
A5.102
C 1
A 5 .1 0 2
E2A5.102E3A5.102F1
A5.102
F3
A5.102
F6
A5.102
E5
A5.102
C7
A5.102E1
A 5 .1 0 2
B6
A5.102
BRICK LEDGE
90'-0"
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
03.04 04.02
TYP
NE ADDITION ENTRY
90'-8"
T.O. CANOPY
101'-2"
B.O. CANOPY
98'-8"
T.O. PRECAST
112'-3"
03.98
TYP
07.3808.88
TYP
6'-0"
1
38003
_______
TYP
_______1
37008
04.0204.0204.0207.39 07.38SEE C7/A5.102
SKEWED
B.O. PRECAST
110'-7"
08.01
07.09
PENTHOUSE
121'-8"
T.O. PENTHOUSE
139'-4"
07.06
YZAABBCCDDEE
07.38
TYP
DD.1
PENTHOUSE
121'-8"
T.O. PENTHOUSE
139'-4"
07.06
13 12 11
TYP
07.38 08.5908.01
T.O. PENTHOUSE
139'-4"
08.59
W Y Z AA BB CC DD EE
TYP
07.38 07.06
T.O. MASONRY
121'-8"
T.O. PENTHOUSE
139'-4"
07.06
131211
TYP
05.9607.38
19
04.0103.98
BRICK LEDGE
90'-0"
T.O. UHPC
125'-4"
B.O. CANOPY
98'-8"
T.O. CANOPY
101'-2"
B.O. UHPC
108'-0"
NE ADDITION ENTRY
90'-8"
07.95
TYP
26.9708.01
BASEUL
111'-2 3/4"
07.3907.39 SEE E3/A5.102
SKEWED
BRICK LEDGE
90'-0"
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
GROUND FLOOR
91'-4"
T.O. CANOPY
101'-2"
B.O. CANOPY
98'-8"
04.02 03.04 07.38
TYP
TYP
6'-0"
1
38003
_______
TYP
T.O. PRECAST
112'-3"
04.0204.0204.02
B.O. PRECAST
110'-7"
4 3 2 1
T.O. MASONRY
124'-0"
07.3807.06
3.9
KEYED SHEET NOTESGENERAL SHEET NOTES
1. PROPOSED ROUTING OF NEW UTILITY
SECONDARY FEEDING EXISTING MSB.
ROUTE SHALL RISE ALONG EXTERIOR
WALL AND CONTINUE ON BUILDINGS ROOF
TO EXISTING 480/277V MSB. COORDINATE
ALL ROOF PENETRATIONS WITH
STRUCTURAL. ACTUAL ROUTE MAY VARY.
SEE RISER DIAGRAM FOR SIZING OF
SECONDARY.
2. PROVIDE 20A 277V BRANCH CIRCUIT FROM
EXISTING BUILDING PANELBOARD.
HOMERUN SHALL BE 1-1/4"C - 2#8 + #10G.
TO PANELBOARD. VERIFY LOCATION OF
PANELBOARD IN FIELD. UPDATE
PANELBOARD DIRECTORY WITH ALL
CHANGES.
3. UTILIZE EXISTING HANDHOLE TO FEED
NEW LIGHTING ASSEMBLIES.
4. PROVIDE 1" C - 2#10 + #10 G MINIMUM TO
ALL LIGHTING ASSEMBLIES ON CIRCUIT
SERVING FIXTURES. TYPICAL.
5. PROVIDE RACEWAY STUB-OUT TO 3'-0"
BEYOND BASE AND CAP. PROVIDE STEEL
STAKE AT END FOR FUTURE LOCATION.
6. PROVIDE HANDHOLE TO INTERCEPT
EXISTING BRANCH CIRCUITRY. EXTEND TO
NEW ASSEMBLIES. MATCH EXISTING
RACEWAY AND CONDUCTORS.
7. REUSE EXISTING AREA LIGHTING
CIRCUITRY/CONTROLS FOR NEW
LIGHTING. UPDATE PANELBOARD
SCHEDULE.
8. RECONNECT EXISTING LIGHTING
ASSEMBLIES TO NEW CIRCUIT. PROVIDE
NEW CONDUCTORS THROUGHOUT.
9. MAINTAIN CIRCUIT CONTINUITY TO
EXISTING FIXTURE.
10. PROVIDE EXTENSION OF RACEWAY TO
EXISTING AREA LIGHTING ASSUMBLIES TO
REMAIN. PROVIDE NEW CONDUCTORS
THROUGHOUT.8"CLAYST SC O U N T Y R O A D F
C O U N T Y R O A D F
L A K E V A L E N T I N E R D.WW
WWW
WWWW WW
W
W
W
W(P)
W(P)W(P)W(P)W(P)W(P)W(P)WGAS
GASGAS
GAS
GAS
GAS
GAS
GAS
GASGASGAS4"PVC
DRAIN TILE
AROUND
FIELD (TYP)
4"PVC
DRAIN TILE
AROUND
FIELD (TYP)4"PVC
DRAIN TILE
AROUND
FIELD (TYP)
4"PVC
DRAIN TILE
AROUND
FIELD (TYP)
12"
RC
P
ST
S
15"PVCST S6"PVCST S12"RCP ST S12"
PV
C
ST
S
6"P
VC
ST
S
12 "
R C
P
S T
S12"RCPST S12"PEP ST S1 2 "P E P S T S
8 "P V C
S T S
1 2 "P V C S T S
12"RCPST S12"RCPST S12"RCP
ST S
12"
RC
P
ST
S 15"RCP ST S
4"
P
V
C
S
T S
12"PVC
ST S
15"R
CP
INV=
904.8
15"RCPST S12"RCPST S18"RCPST S18"RCPST S12"
RC
P
ST
S
15"PVC ST S12"
RC
P
ST
S
15"FE
S
INV=
908.8
RD1 2 "P E P S T S
12"PVC ST S12"RCP ST SSAN S
SAN S
SAN S
SAN SSAN SSAN SUGC
UGC UGCUGCOHE
O
H
P OHEUGEUGEUGEUGEUGE UGE
UGEUGEUGEUGE
U G E
UGE
UGE
UGE
U G E
UGEU
G
E
UGE
UGEU G E
UGEUGEU G EUGE
U G E
UGEUGE
UGE
UGE
U G E
U G E
UGEU
G
EUGE
UGEUGEUGEOHEOHEOHE
O
H
E OHENEW LOCATION OF
UTILITY TRANSFORMER
174
NEW ADDITION
NEW ADDITION
EXISTING BUILDING
MOUNDSVIEW HIGH SCHOOL
1900 &1901 LAKE VALENTINE RD.
T
174
UGE
MSB-MS
1
1
174
BUS
PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED
BUILDING ADDITION
'F'
PROPOSED BUILDING ADDITION 'G'
EAST
PARKING
(174 STALLS)
SOUTH
PARKING
(6 BUS STALLS)
ACCESSIBLE PARKING
(16 STALLS)BB3
BB3
BB3
BB3
AA4
AA4
AA4
AA4
AA4
AA3R
AA4
EX
EX
EX
EX
EX
EX
3
HH
26
26
26
26
26
26
26
3030
30
30
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
BB4
BB4
HH 56
9
EX
7
BB3
30
BB3
30
5
8
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGEUGE
UGE
3
3
3
3
5
3
UGE
10
10
3
3
BB3
30
A. ALL LIGHTING AND POWER CONDUCTORS
SHALL BE INSTALLED BETWEEN 24"
(MINIMUM) AND 36" (MAXIMUM) BELOW
FINISHED GRADE.
B. ALL COMMUNICATIONS CONDUIT AND
CABLES SHALL BE INSTALLED 36" (MINIMUM)
BELOW FINISHED GRADE.
C. ALL CONDUCTORS FOR EXTERIOR
LIGHTING AND POWER CIRCUITS SHALL BE
#10 AWG MINIMUM.
D. PROVIDE PRV-40 IN GREEN SPACES AND
PVC-80 UNDER HARD SURFACES.
E. PROVIDE PULL WIRE IN ALL EMPTY
CONDUITS.
F. PROVIDE DETECTABLE UNDEGROUND TAPE
ABOVE EACH UNDERGROUND CONDUIT.
G. SET BACK CENTER OF POLE BASES 3 FEET
FROM FACE OF CURB OR SIDEWALK.
H. SEE LIGHTING PLANS FOR EXACT
LOCATIONS OF BUILDING MOUNTED
LIGHTING.
I. HANDHOLES AND PULLBOXES MAY NOT BE
INDICATED ON PLANS. PROVIDE AS
REQUIRED FOR INSTALLATION.
MOUNDS VIEW HIGH SCHOOL - ELECTRICAL SITE PLANS - LIGHTING CALCULATIONSDesigner
T.BERNSTEIN
Date
03/27/2019
Scale
SEE DRAWINGS
Drawing No.
Summary
3 of 3
Schedule
Label QTY Catalog Number Description Lamp Number
Lamps
Lumens
per Lamp LLF Wattage
AA3
RS
1 VP-S-36L-80-4K7-2-HSS-90-LR Small Viper with HSS - 90 and Type 2 Lens.
(Blocking the Left Side of the Distribution) -
Parking Lot Area Lighting
X-70-CRI 1 6505 0.85 85.3
AA4
8 VP-S-36L-80-4K7-4 Small Viper Type IV Distribution - Parking
Lot Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.07
1 9052 0.85 81
AA5
14 VP-S-36L-80-4K7-5QM Small Viper Type V Distribution - Parking
Lot Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.09
1 9219 0.85 81
BB3
6 VP-S-24L-55-4K7-3 Small Viper Type III Distribution - Walkway
Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.05
1 6138 0.85 54
BB4
1 VP-S-24L-55-4K7-4 Small Viper Type IV Distribution - Walkway
Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.07
1 6035 0.85 54
Luminaire
Locations
Label MH
AA3RS 27.50
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
BB3 20.75
BB3 20.75
BB4 20.75
BB3 20.75
BB3 20.75
BB3 20.75
BB3 20.75
ELECTRICAL SITE PLAN - SOUTH PARKING LOT
Scale: 1" = 30ft
MAIN
ENTRANCE
EXISTING
BUILDING
MAIN GAME
FIELD AND
TRACK
EXISTING
TENNIS
COURTS
EXISTING
BUILDING
(STORAGE)
POND
POND
STORMWATER
RETENTION
MARSH
L A K E V A L E N T IN E R O A D
P A R E N T L O O P
J
ANET COURTLOADING
DOCK
TICKETING
CONCESSIONS
EDGE OF
PROPERTY
GYMNASIUM
ADDITION
NEW TURN
LANE
CROSSWALK
WITH BUMP-OUT
LOT A
(254)
LOT B
(224)
LOT C
(23)
PARKING
SETBACK
WETLAND
2 6
50
50
31
17
PROPOSED
STORMWATER
RETENTION
RELOCATED
SOCCER FIELD
RELOCATED
LACROSSE FIELD /
FOOTBALL FIELD
EXISTING
BASEBALL
FIELD
EASEMENT FAIRVIEW AVERELOCATED
SOCCER
FIELD
NEW FIRE-
LANE
CLASSROOM
ADDITION
CLASSROOM ADDITION
PROPOSED
NEW TREE LINE
EXISTING
TRACK
EVENTS
FIRE TRUCK
TURN-AROUND
PARKING
LOT (15)
ACCESIBLE
PARKING
(13)ALTERNATE
LOADING DOCK
ACCESS
EXISTING
SIDEWALK
NEW SIDEWALK
FLASHING
PEDESTRIAN
LIGHTS
PEDESTRIAN
MEDIANS
EXISTING
SIDEWALK
RAMP
ATHLETIC/STUDENT
WALK-WAYS
ATHLETIC/STUDENT
WALK-WAYS
RE-ESTABLISH
TURF-FALL
2020
RELOCATE
FIELD SUMMER
2019
STUDENT PARKING
DURING
CONSTRUCTION
RECONFIGURE
PARKING LOTS
SUMMER 2019
PRELIMINARY SUMMER 2020 CONSTRUCTION
CONTRACTOR / STAFF PARKING DURING
CONSTRUCTION
CONSTRUCTION /
DELIVERY ENTRANCE
SITE WORK TO COMMENCE APRIL 2019
-S. LOT WILL BE CLOSED
-HIGHLIGHTED ROADS WILL BE CLOSED TO
PUBLIC / STUDENTS STARTING APRIL 2019
STAFF PARKING
DURING
CONSTRUCTION
KA TRAILER
STAGING
ATHLETIC
WALKWAYS
NEW FENCE
SOUTH ROAD /
RETAINING WALL
CONSTRUCTION:
PHASE 3
TEMP FIELD
DURING
CONSTRUCTION
WALK WAY
BARRICADES
ACCESS RAMPS
TO STAGING
TEMP HAUL ROAD
FOR FIELD
RELOCATION
MAIN ROAD CONSRTUCTION:
PHASE 2
CHANGE DOOR
SWING
SECONDARY
GYM EXIT
UPSTAIRS EXIT
CHANGE DOOR
SWING
BLOCK OFF STAGE ENTRANCE -
NO ACCESS TO PUBLIC / STUDENTS
ENTRANCE AND BUS LOT:
-FIRST LIFT SUMMER 2019
- SECOND LIFT SUMMER 2020
TEMP WALK WAY THROUGH CONSTRUCTION
- BUILD AT END OF AUGUST FOR FALL START
TECHNOLOGY WING EXIT
EXITS OFF LINE
EXIT ROUTE
TEMP FENCE
PARKING WALKWAY
ATHLETIC WALKWAY
KEY:
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2019\19-001 Brausen – Final PUD\Memos Reports
Page 1 of 11
Requested Action
Brausen Automotive Repair has submitted an application for a Final Planned Unit Development
and Site Plan Review. The Applicant is requesting to remove the existing service station and car
wash. The Applicant is proposing to replace the old structures with a new car wash and a 7,978
square foot convenience store. In addition, the Applicant is requesting to construct a 4,505 square
foot addition on to the existing repair garage. The property is located at 1310 County Road E.
The property is zoned B-2, General Business District and is guided as Community Mixed Use on
the Land Use Plan.
Background
1. Existing Site Conditions:
Brausen Automotive Repair has been serving the community for over 20 years. The existing
motorized vehicle service center consists of six (6) repair bays in their garage. Also onsite is
approximately a 3,000 square foot service station, with five (5) fuel islands and an associated
carwash. The Applicant is requesting to remove the existing service station and carwash.
The Applicant is requesting to construct a new 7,978 square foot convenience store and a 1,600
square foot carwash. The proposed car wash will include a unique conveyor belt system to pull
cars efficiently through the car wash and reduce wait times. A typical car wash only allows one
vehicle to enter the wash bay and thus requires significant vehicle stacking. The proposed
conveyor belt system, which runs non-stop, will reduce wait times and vehicle stacking as vehicles
can enter the car wash five (5) to ten (10) feet apart. The Kwik Trip Gas Station Located at 1756
MEMORANDUM
DATE: April 3, 2019 PC Agenda Item 3.B
TO: Planning Commission
FROM: Mike Mrosla – City Planner
SUBECT: Planning Case # 19-001 – Public Hearing Required
Applicant: Brausen Family Automotive Repair
Property Location: 1310 W County Road E
Request: Site Plan Review; Final Planned Unit Development
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2019\19-001 Brausen – Final PUD\Memos Reports
Page 2 of 11
Bunker Lake Blvd in Andover has a similar conveyor belt car wash. Staff visited the site and
observed the car wash. On average vehicles took about two (2) minutes to go through the wash
and had limited vehicle queuing to enter the wash.
In addition, the applicant is proposing a 5,250 square feet garage and repair bay addition. The
proposed addition is highlighted on the image above. The proposed addition will add six (6)
additional repair bays. The existing garage, which is about 4,540 square feet, will remain, as will
the existing fuel islands and canopy. However, the façade of the existing garage will be updated
as part of this application. The Applicant is not proposing any modification to the existing accesses
on County Road E.
2. B-2, General Business District - Planned Unit Development (PUD) Process:
Proposals for new construction, redevelopment of a site, and significant modifications to existing
sites shall use the Planned Unit Development (PUD) process in the B-2, General Business District.
The PUD proposal shall identify any requested modifications from the applicable zoning
requirements and from the "Guiding Plan for the B2 District" as well as the reasons why the
modifications would be in the public interest and would be consistent with the purpose of the B-2
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2019\19-001 Brausen – Final PUD\Memos Reports
Page 3 of 11
District. Modifications to these requirements may be granted by the City without a variance
through the PUD process.
The PUD process is a tool that provides additional flexibility for development that an underlying
zoning district would not otherwise allow. For example, a PUD may make exceptions to setbacks,
lot coverage, parking requirements, signage, building materials, or landscaping requirements. It is
intended to overcome the limitations of zoning regulations and improve the overall design of a
project. While the PUD process allows the City to negotiate certain aspects of the development,
any conditions imposed on the PUD must have a rational basis related to the expected impact of
the development.
1. Surrounding Area:
Direction Existing Land Use Zoning 2040 Land Use
North County Road E and Flaherty’s Arden
Bowl B-2: General Business CMU - Community Mixed Use
South Bethel University B-2: General Business CMU - Community Mixed Use
East Chiropractic and Dental Office B-2: General Business CMU - Community Mixed Use
West Snelling Avenue Right-of-way Road Right-of-way Road Right-of-way
2. Site Data:
2040 Future Land Use Plan: CMU - Community Mixed Use
Existing Land Use: CMU - Community Mixed Use
Zoning: B-2: General Business
Lot Size: 1.89 Acres
Topography: Approx. 10 feet height difference between edge of buildable lot area (low point) and center of lot
(high point) – the west edge of the lot slopes down to a stormwater basin and road right-of-way.
Plan Evaluation
1. Chapter 13, Zoning Code Review
Section 1320 – District Provisions
A. Lot Size, Building Coverage, and Landscaping – Meets Requirements
The minimum lot size in the B-2 District is 13,000 square feet. The total lot area of the subject
property is 1.89 acres. No more than 45 percent of the total lot area may be covered by structures.
In this case, the proposed renovations and additions would have a total footprint of 18,625 square
feet, approximately 23 percent of the total site area.
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
P:\Planning\Planning Cases\2019\19-001 Brausen – Final PUD\Memos Reports
Page 4 of 11
The Zoning Code requires properties in the B-2 District to maintain a minimum landscaped lot
area of 20 percent. Landscaping is defined as all plantings, including trees, grass, and shrubs. The
proposed PUD would provide a total of 22 percent coverage.
B. Height – Meets Requirements
The height of the proposed buildings range between 17.5 feet (convenience store) and 22 feet
(office/sales). Maximum height in the B-2 district is 50 feet.
C. Setbacks – Meets Requirements
Setbacks in the B-2 District are 20 feet for both the front and rear yard. Proposed front and rear
setback are 120 feet and 45 feet, respectively. Side yard setbacks in the B-2 District are 10 feet.
The proposed side setback on the east side of the lot are 10 feet. Setbacks on the west side will be
approximately 70 feet.
Section 1325 – General Regulations
A. Accessory Structures – Section 1325.01
No accessory structures are proposed as part of this application.
B. Landscaping and Tree Preservation – Section 1325.05 Subd. 1 and 1325.055
Minimum Caliper Inches and Tree Ratio – Flexibility Requested
The Zoning Code requires that a minimum number of caliper inches of trees be provided based on
the gross square footage of the building on the property. Based on the total 19,372 square feet of
additions, a minimum of 60.5 caliper inches is required. The existing site has 232 caliper inches.
The Applicant is proposing to remove 131 caliper inches. The removal of 131 caliper inches
requires replacement at one (1) per every two (2) lost or 65.5 caliper inches. Due to the reduction
in green space the applicant is requesting flexibility to plant 50.4 caliper inches. However, the
applicant is planting 10 juniper trees and is exceeding the requirements for Perennials and
Shrubberies.
Trees along Street Frontage – Meets Requirements
The existing trees along the County Road E. right-of-way will not be removed or altered by the
proposed project.
Proposed
Master PUD
(Sq. Ft.)
Proposed
Master PUD
(PCT)
Permitted
(B-2 District)
Structure Coverage 18,625 sq. ft. 22.6% Max. of 45%
Landscape Coverage 18,243 sq. ft. 22% Min. of 20%
Total area within Master PUD: 1.89 acres
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Perennials and Shrubberies – Exceeds Requirements
The Zoning Code requires a minimum of 10 percent of the total landscaped area to be covered
with perennials and/or shrubbery. The total landscaped area on the site is 18,243 square feet,
meaning a minimum of 1,824 square feet of perennial and shrubbery cover is required. The
proposed landscape plan includes new landscaping on the north and west sides of the building,
separating the building from surrounding parking lots. The proposed perennial and shrub planting
beds total 1,979 square feet, which is 11 percent of the total landscaped area. Underground
irrigation will be provided for these planting beds.
Planting Islands – Meets Requirements
All proposed parking will be along the sides of the building. There will not be rows or large
expanses of parking. The perennial and shrub planting beds will separate the building from the
parking areas.
Tree Selection – Meets Requirements
The proposed landscape plan includes a variety of tree species, including maples, oaks and
evergreens, ranging in size from 2-3 caliper inches. This is consistent with ordinance requirements.
The Applicant is proposing to plant eight (8) foot tall evergreens.
C. Drainage Wetlands and Flood Plain – Section 1325.05 Subd. 2 – Meets Requirements
Currently, stormwater on the site flows to a detention basin located on the southwest corner of the
property. The proposed drainage plan includes improvements to the detention basin, including
riprap, berms on the western edge of the basin, and a retaining wall on the east side of the basin.
The banks of the basin will be lined with an erosion control blanket and seeded with a low
maintenance turf grass mix.
D. Lighting – Section 1325.05 Subd. 3 – Meets Requirements
Many existing lighting fixtures will be salvaged and reinstalled. Accent lighting will be included
on the north side of the building. The Applicant is proposing LED architectural lighting along the
roof line. As a condition of approval, other than wash or architectural lighting, attached security
lighting shall be shoebox style, downward directed with flush lens. In addition, any entry lighting
under canopies shall be recessed and use a flush lens.
E. Screening – Section 1325.05 Subd. 4 - Meets Requirements
The Zoning Code requires mechanical operating equipment located on the ground or roof to be
screened from adjacent streets. All operating equipment, except gas pumps, will be located inside
the proposed building.
F. Requirements for Parking, Loading, and Circulation – Section 1325.06 - Exceeds Requirements
The proposed project will host retail, office, and service station uses. Each use is subject to
minimum parking requirements in the Zoning Code, detailed in the table below. Between the retail,
office, and service station uses, a total of 76 parking stalls are required for the site. A total of 53
surface parking stalls will be provided. An additional 10 parking stalls are available at the gas
pumps, and another 12 parking stalls are provided as repair bays in the garages and seven (7) proof
of parking stalls. This is six (6) more spaces than required by Zoning Code. It is anticipated that
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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many cars parking on the site will utilize the spaces provided and the installation of the proof of
parking spaces will not be necessary. All proposed parking stalls meet the setback requirements
in the Zoning Code.
B-2 Parking Requirements
Land Use
Total Square
Footage
Required
Stalls
Number of
Stalls Provided
Parking
Deficiency/Surplus
Retail - 1 space per 150 SF (Gas
Station Retail Sales Area) 2,704 sq. ft. 18
82
(53 surface, 10
gas pump, 12
repair bay and 7
proof of parking)
+6
Office - 1 for each 250 sq. ft.
(Repair Garage and Auxiliary
Uses)
3,485 sq. ft 14
Service Station - 3 spaces for
each enclosed bay plus 1 for each
employee on peak work shift
12 bays, 8
employees 44
76
The Applicant is proposing car wash entry stacking for four (4) vehicles. As stated previously the
proposed conveyor belt system runs non-stop, thus reducing wait times and vehicle stacking as
vehicles can enter the car wash five (5) to ten (10) feet apart. As a condition of approval, the
Applicant and staff shall review traffic operations after three (3) months of car wash operation.
The Applicant shall implement any improvements recommended by the City Engineer at that time.
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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2. Design Standards – Section 1325.05 Subd. 8
Building Materials –Flexibility Requested
For new development, redevelopment, or modifications in the B-2 District, at least 75 percent of
the exterior building materials shall be of brick masonry, tile masonry, natural stone (or synthetic
equivalent), decorative concrete plank, transparent glass or any combination thereof.
Flexibility in exterior building materials is requested to better incorporate the addition into the
existing garage structure. Based on the submitted site plan, 59 percent of the building exterior
will be comprised of materials required by the Zoning Code.
The east and south sides of the building are proposed to include concrete block in various
patterns and colors to match the existing repair garage. The east and south sides of the building
are the least visible to the public. The south side of the building faces a wooded landscaped area
belonging to Bethel University. The east side of the building faces neighboring businesses.
However, the majority of the existing tree screening/buffer between the site and the eastern
neighbor will be maintained, minimizing the appearance of the building.
The two most visible sides of the building, the north and west, have proposed exterior materials
that to comply with the 75 percent exterior building materials requirement.
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Building Design – Meets Requirements
The Zoning Code requires 50 percent of all first level building facades that front a public street to
be comprised of transparent windows or doors within the B-2 District. 50 percent of the building
façade will be glass, as viewed from County Road E.
Screening –Meets Requirements
All trash and recycling equipment and containers are required to be fully enclosed. A trash
enclosure is proposed along the southern edge of the property.
Bicycle Parking – Requirements
There is currently no bicycle parking proposed on the site. 1325.05 Subd. (8) (Q) requires bicycle
parking. For commercial uses, one bicycle parking space is required for every 20 automobile
spaces. As a condition of approval, the Applicant shall provide a bike rack.
3. Sign Code – Chapter 12
The property is located in Sign District 4: County Road E Frontage.
A. Wall Signage – Requirements
This approval does not include signs. A separate sign permit is required for all proposed signage.
Signage shall meet the requirements of Sign District 4.
B. Freestanding Signage – Meets Requirements
There are no proposed freestanding signs at this time.
4. Traffic Study
A traffic study is not required.
Suggested Findings of Fact
Staff offers the following findings of fact for consideration:
1. The property located at 1310 W County Road E is located in the B-2 General Business
District.
2. The applicant has proposed a Final/Master Planned Unit Development in order to add work
bays for automotive repairs and retail space for sales.
3. The applicant has submitted a Master and Final Planned Unit Development.
4. The Master PUD is substantially conforms with the requirements of the City Code.
5. Where the plan is not in conformance with the City Code, flexibility has been requested by
the applicant and/or conditions have been placed on an approval that would mitigate the
nonconformity.
6. Flexibility through the PUD process has been requested in the following areas: minimum
caliper inches, building materials.
7. The proposed development plan meets or exceeds the minimum requirements of the City
Code in the following areas: lot size, building coverage, landscape coverage, setbacks,
street trees, perennials and shrubs, planting islands, drainage wetlands and flood plain
tree selection, lighting, screening.
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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8. The Master PUD is in conformance with the Arden Hills 2030 Comprehensive Plan. The
property at 1310 W County Road E is guided for Community Mixed Use. Community
Mixed Use areas are intended to offer a broad range of retail, services, and office space to
meet community needs.
9. The application is not anticipated to create a negative impact on the immediate area or the
community as a whole.
Options and Motion Language
Staff has provided the following options and motion language for this case. The Planning
Commission should consider providing additional findings of fact as part of the motion to support
their recommendation for approval or denial.
1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 19-
001 for a Site Plan Review and Final PUD at 1310 W County Road E., based on the findings
of fact and submitted plans, subject to the following conditions:
1. The project shall be completed in accordance with the plans submitted as amended by
the conditions of approval. Any significant changes to the plans, as determined by the
City Planner, shall require review and approval by the Planning Commission and City
Council.
2. This approval does not include signs. A separate sign permit is required for all
proposed signage.
3. Prior to the issuance of a building permit, a landscape financial security of $5,000.00
dollars shall be submitted. Landscape financial security is held for two full growing
seasons.
4. Before construction, grading, or land clearing begins, trees or tree areas that are to be
preserved shall be visibly marked and city-approved tree protection fencing or other
method shall be installed and maintained at the critical root zones of the trees to be
protected. The location of the fencing shall be in conformance with the approved tree
preservation plan and approved by staff in writing.
5. All rooftop or ground mounted mechanical equipment shall be hidden from view with
the same materials used on the building in accordance with City Code requirements.
6. Prior to the issuance of a building permit, the Applicant shall submit a materials board
to be approved in writing by staff.
7. Prior to the issuance of a building permit, the Applicant shall provide a snow removal
and storage plan detailing how snowfalls will be accommodated on site.
8. The Applicant shall be responsible for obtaining a land disturbance permit from the
City’s Engineering Division prior to the commencement of any site activities as well
as any necessary right-of-way permits from the city and Ramsey County.
9. The Applicant shall be responsible for obtaining any other permits necessary from
other agencies, including but not limited to, MPCA, Rice Creek Watershed District,
and Ramsey County prior to the start of any site activities.
10. All disturbed boulevards shall be restored with sod.
11. The Applicant shall be responsible for protecting the proposed on-site storm sewer
infrastructure and components and any existing storm sewer from exposure to any and
all stormwater runoff, sediments and debris during all construction activities.
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City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Temporary stormwater facilities shall be installed to protect the quality aspect of the
proposed and existing stormwater facilities prior to and during construction activities.
Maintenance of any and all temporary stormwater facilities shall be the responsibility
of the Applicant.
12. Prior to the issuance of a building permit, the Engineering Division shall review and
approve the utility plan in writing.
13. The Applicant shall provide a minimum stacking of four (4) vehicles for the car wash.
14. Bollards or a similar material shall be placed between the carwash queue and the
convenience store parking lot and gas pumps to clearly delineate the carwash queuing
area.
15. After three (3) months of car wash operation, the Applicant and staff shall review traffic
operations. The Applicant shall implement any improvements recommended by the
City Engineer at that time.
16. Bike racks shall be provided.
17. If the need is identified by the City, the proof of parking spaces shall be installed.
18. All light poles shall be a maximum of 25 feet in height, including base, and shall be
shoebox style, downward directed, with high-pressure sodium or LED lamps and
flush lens. Other than wash or architectural lighting, attached security lighting shall
be shoebox style, downward directed with flush lens. In addition, any entry lighting
under canopies shall be recessed and use a flush lens. Shields shall also be added as
directed by the City.
19. No neon banding shall be permitted on the fuel canopy.
20. No exterior storage shall be permitted onsite.
21. Overnight vehicle storage is prohibited. All overnight vehicle storage shall be stored
indoors.
2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case
19-001 for a Site Plan Review and Final PUD at 1310 W County Road E., based on the findings
of fact and submitted plans in the April 3, 2019, Report to the Planning Commission.
3. Recommend Denial: Motion to recommend denial of 19-001 for a Site Plan Review and Final
PUD at 1310 W County Road E. based on the following findings of fact: the Planning
Commission should identify findings to deny should specifically reference the reasons for
denial and why those reasons cannot be mitigated.
4. Table: Motion to table 19-001 for a Site Plan Review and Final PUD at 1310 W County Road
E. for the following reasons: the Planning Commission should identify a specific reason and/or
information request should be included with a motion to table.
Notice and Public Comments
Notice was published in the Arden Hills-Shoreview Bulletin on March 22, 2019. Notice was
prepared by the City and mailed to property owners within 500 feet of the subject property. Staff
has not received any letters, e-mails, or telephone calls from property owners or residents in
regards to this planning case.
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Deadline for Agency Actions
The City of Arden Hills received the completed application for this request on March 27, 2019.
Pursuant to Minnesota State Statute, the City must act on this request by May 26, 2019 (60 days),
unless the City provides the petitioner with written reasons for an additional 60 day review period.
The City may, with the consent of the applicant, extend the review period beyond the initial 120
days.
Attachments
A. Application
B. Location Map
C. 11x17 Plan Sets
HakansonAnderson
PROJECT
LOCATION
BRAUSEN'S AUTOMOTIVE SITE IMPROVEMENTS
CONSTRUCTION PLANS FOR CLEARING AND GRUBBING, SITE GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER,
CONCRETE CURB AND GUTTER, BITUMINOUS PAVEMENT, RESTORATION AND MISCELLANEOUS CONSTRUCTION
FOR TED BRAUSEN
IN THE CITY OF ARDEN HILLS
GOVERNING SPECIFICATIONS
SHEET INDEX
XX X
X
X
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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MEMORANDUM
DATE: April 3, 2019 PC Agenda Item 3.C
TO: Planning Commission Chair and Commissioners
FROM: Mike Mrosla, City Planner
Sarah Strain, Consultant Planner
SUBJECT: Planning Case #19-003
Applicant: Bethel University
Property Location: 3900 Bethel Drive
Request: Site Plan Review
Requested Action
The Bethel University has submitted an application for Site Plan Review. The Applicant is
requesting approval of a new 20,000 square foot addition to the Academic Commons Building.
The property is located at3900 Bethel Drive. The property is zoned Institutional District and is
guided as Public and Institutional on the Land Use Plan.
Background
1. Overview of Request:
At their March 26, 2018 meeting, the City Council approved the Amended Conditional Use Permit
(CPU) and Master Plan Amendment and Variance Approval Agreement for a 20,000 square foot
addition to the Academic Commons building at Bethel University. As a condition of approval, the
proposed addition required Site Plan approval.
The proposed addition is a component of a larger, phased project Bethel University is planning for
the Academic Commons and Lundquist Community Life Center buildings. The proposed plan
would include 45,000 gross square feet of renovations within the existing Academic Commons
building and a new 20,000 gross square foot addition on the northwest corner of the building on
an existing small parking lot. The addition would match the height of the existing three-story
Academic Commons building. The proposed renovations and addition are needed to support
science academic programs on the campus.
City of Arden Hills
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Bethel University anticipates the project will be built in five phases. The first and second phases
would include interior renovations to the existing building to support the proposed addition and
the proposed addition. Construction would take place between summer 2019 and summer 2021.
Phases three, four, and five would involve interior renovations of existing buildings and is
anticipated to begin once the proposed addition is constructed and occupied. The current schedule
is to complete the proposed addition and all interior renovations by Fall 2023.
2. Surrounding Area:
Direction Future Land Use Plan Zoning Existing Land Use
North Right-of-Way / Low Density
Residential
Right-of-Way / R-1 Single Family
Residential
Right-of-Way / Single Family
Residential
South Railroad / Low Density Residential Railroad / R-1 Single Family
Residential Railroad / Single Family Residential
East Right-of-Way / Industrial / Mixed
Business Right-of-Way / I-Flex Right-of-Way / Office / Industrial
West Low Density Residential / Medium
Density Residential R-1: Single Family Residential Single Family Residential
3. Site Data:
2040 Land Use Plan: Public and Institutional
Existing Land Use: Public and Institutional
Zoning: INST – Institutional District
Size: 191.32 Acres (Including main campus, athletic complex, and part of Lake Valentine)
Topography: Varied topography across campus
Plan Evaluation
1. Zoning Regulations
Section 1320.06 – District Provisions
1) Proposed Use (Section 1320.05)
The main Bethel University campus is located in the Institutional Zoning District. Higher
education campus uses, including but not limited to classrooms and laboratories, are allowed
conditional uses in this district.
2) Setbacks (Section 1320.06)
The minimum building setbacks in the Institutional District are 50 feet in the front yard, 20 feet in
the rear yard, and 10 feet in the side yard. Structures must be located a minimum of 100 feet from
abutting residential property. The proposed addition is located near the center of the campus and
would be located hundreds of feet from the nearest property line.
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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The campus has frontage on Valentine Lake, which is classified as a Natural Environmental lake
in Section 1330.02 of the Shoreland District Regulations. The minimum structure setback from
the ordinary high water level of Valentine Lake is 150 feet. The proposed addition to the
Academics Common building would be located 118 feet from the ordinary high water level at its
closest point for a proposed encroachment of 32 feet. A Variance from the minimum required
setback was granted at the March 26, 2018 City Council Meeting.
3) Lot Coverage (Section 1320.06)
The proposed addition would result in an additional 6,224 square feet of impervious coverage on
the campus. The previously approved CUP for the Bethel University limits the total lot coverage
of impervious surfaces to 25 percent and requires a minimum landscape lot area of 75 percent. The
impervious surface coverage for the campus including the proposed addition would be 21.58
percent and the landscape lot area would be 78.42 percent.
Section 1325 – General Regulations
A. Landscaping and Tree Preservation – Section 1325.05 and Section 1325.055
The landscape plan includes 12 new trees with a range of sizes from two to four caliper inches for
a total of 29 caliper inches. The trees would be planted along the proposed sidewalk and the drop-
off loop as shown on the image in section H.
B. Minimum Caliper Inches and Tree Ratio – Section 1325.05, Subd. 1(F)(1)(2)
The Zoning Code requires that a minimum number of caliper inches of trees be provided based on
the gross square footage of the building on the property. For the 20,000 square foot addition, the
minimum required caliper inches is 63 inches. However, much of the Bethel campus is wooded,
and the current amount of caliper inches on the site exceeds these minimum requirements.
4) Perennials and Shrubbery – Section 1325.05 Subd. 1(F) (6)
The Zoning Code requires that a minimum of 10 percent of the total landscaped area shall be
covered with perennials or shrubbery. The majority of the campus site is currently landscaped or
forested and will remain unchanged. Approximately 456 square feet of perennials and shrubbery
would be planted within the project area.
5) Tree Preservation – Section 1325.055
A survey of the significant trees in the project area was completed in May 2018. The survey
indicates a total of 32 caliper inches of significant trees in the project area will be removed as part
of the proposed addition. The Tree Preservation Ordinance permits the removal of up to 10 percent
of the significant trees on the site before mitigation is required. Based on the proposed removal
and the total caliper inches on the Bethel University campus, no replacement trees are required at
this time. It should be noted that the proposed landscape plan is replacing a total of 29 inches,
which would be the required caliper inch replacement if this project were completed on its own
site, apart from the presence of large forested areas.
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Page 4 of 8
F. Drainage Wetlands and Flood Plain – Section 1325.05 Subd. 2
The site plan includes a stormwater pollution prevention plan. The proposed addition will increase
impervious surface coverage from about 6,970 square feet to 11,200 square feet in the project area.
10,475 square feet of the new addition will require mitigation, as these changes are will increase
the amount of stormwater runoff. There is currently no stormwater management on the site.
The proposed stormwater management system for the project, a filtration basin as shown above,
will be located south of the project area, near the west parking lot. The filtration basin will greatly
improve stormwater management and capacity on site. To accommodate the improved basin
design, some of the existing volunteer trees and shrubs located in the existing basin will be
removed. One tree on the opposite side of the street will be removed as shown on the image below.
Plantings in the proposed basin includes native grasses and prairie seed mix.
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Page 5 of 8
G. Exterior Lighting – Section 1325.05, Subd. 3
The site currently has six light poles in and near the project area. Two of the light poles will remain
in place and be protected throughout construction. Four light poles will be removed and salvaged.
The proposed lighting plan includes six light poles along the new sidewalks in addition to the two
light poles that will remain. The light locations are in the center of the site and will not be directed
toward adjacent lots or public streets. There will be exterior, code-required light fixtures above
two doors. There will also be recessed can lighting under the second floor cantilever on the north
and west sides of the building.
H. Screening and Fencing – Section 1325.05, Subd. 4
The building is located near the center of the site, and there are no adjacent streets. The site plan
indicates that rooftop mechanical equipment will be screened with metal panel louver screens.
The City Council approval of the CUP Amendment and Variance in March 2018 also required
Bethel University to provide vegetative screening or other type of buffer along the Valentine Lake
shoreline. The proposed Landscape Plan includes six trees that will be planted between the shores
of Lake Valentine and the building addition. An existing large oak tree located between the
building addition and the shores of Lake Valentine will remain and be protected throughout
construction, preserving existing screening.
I. Parking, Loading, and Circulation – Section 1325.06
The proposed addition is not anticipated to generate additional parking demand on the campus
because the addition will support existing academic programs and the already planned for student
population on the campus.
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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Page 6 of 8
J. Aesthetics - Section 1325.05, Subd. 6
The Zoning Code does not have specific guidelines for building materials and design for the
Institutional Zoning District. Section 1325.05, Subd. 6 of the Zoning Code states that the Planning
Commission and City Council should evaluate the proposed design, scale, massing, materials,
height, and other aspects of the proposed structure with respect to structures and properties in the
surrounding area. The City should also consider if the appearance of a proposed structure would
cause substantial depreciation in the property values in the surrounding area or unreasonably
detract from the appearance of the area.
The proposed addition is utilizing the same materials as the existing Academic Commons building
and the overall design of the proposed addition complements the existing architectural theme found
onsite. Brick is the primary material used on the proposed addition. In addition, the Applicant is
proposing to use metal accent panels, spandrel glass panels, and larger windows. To ensure the
materials match the existing building, staff is requiring the Applicant to provide a materials board
prior to the issuance of a building permit.
Findings of Fact
The Planning Commission must make a finding as to whether or not the proposed application
would adversely affect the surrounding neighborhood or the community as a whole based on the
aforementioned factors. Staff offers the following eight (8) findings for consideration:
General Findings:
1. The Bethel University main campus at 3900 Bethel Drive is located in the Institutional
Zoning District.
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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2. A Higher Education, College Campus is a Conditional Use in the Institutional District.
3. Bethel University operates under a Conditional Use Permit Master Plan.
4. The 20,000 gross square foot addition to the Academic Commons building is anticipated
to be constructed in summer 2019.
5. The proposed addition to the Academic Commons building would be in compliance with
the lot coverage requirements for the Bethel University campus under the approved
Conditional Use Permit.
6. The proposal is generally in conformance with the design standard requirements included
in Section 1325.05 of the Zoning Code.
7. The proposed site plan will not impact parking, loading, or circulation demands since the
addition is to better accommodate existing building uses and will not increase capacity or
intensity of use.
8. The proposal is not expected to adversely affect the surrounding area of the community as
a whole.
Options and Motion Language
Staff has provided the following options and motion language for this case. The Planning
Commission should consider providing additional findings of fact as part of the motion to support
their recommendation for approval or denial.
1) Recommend Approval with Conditions: Motion to recommend approval of Planning Case
19-003 for a Site Plan Review at 3900 Bethel Drive, based on the findings of fact and the
submitted plans, as amended by the eleven (11) conditions in the April 3, 2019, Report to the
Planning Commission.
1. The project shall be completed in accordance with the plans submitted as amended by the
conditions of approval. Any significant changes to the plans, as determined by the City
Planner, shall require review and approval by the Planning Commission and City Council.
2. All conditions of the original Conditional Use Permit and Master Plan Amendment and
Variance Approval Agreement shall remain in full force and effect.
3. This approval does not include signs. A separate sign permit is required for all proposed
signage.
4. Prior to the issuance of a building permit, a landscape financial security of $5,000.00
dollars shall be submitted. Landscape financial security is held for two full growing
seasons.
5. Before construction, grading, or land clearing begins, trees or tree areas that are to be
preserved shall be visibly marked and city-approved tree protection fencing or other
method shall be installed and maintained at the critical root zones of the trees to be
protected. The location of the fencing shall be in conformance with the approved tree
preservation plan and approved by staff in writing.
6. All rooftop or ground mounted mechanical equipment shall be hidden from view with the
same materials used on the building in accordance with City Code requirements.
7. Prior to the issuance of a building permit, the Applicant shall submit a materials board to
be approved in writing by staff.
City of Arden Hills
Planning Commission Meeting for April 3, 2019
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8. The Applicant shall be responsible for obtaining a Grading and Erosion Control permit
from the City’s Engineering Division prior to the commencement of any land disturbance
activities.
9. Heavy duty silt fence and adequate erosion control around the entire construction site
shall be required and maintained by the Developer during construction to ensure that
sediment and storm water does not leave the project site.
10. The Applicant shall be responsible for obtaining any other permits necessary from other
agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site
activities.
11. The Applicant shall be responsible for protecting the proposed on-site storm sewer
infrastructure and components and any existing storm sewer from exposure to any and all
stormwater runoff, sediments and debris during all construction activities. Temporary
stormwater facilities shall be installed to protect the quality aspect of the proposed and
existing stormwater facilities prior to and during construction activities. Maintenance of
any and all temporary stormwater facilities shall be the responsibility of the Developer.
2) Recommend Approval without Conditions: Motion to recommend approval of Planning Case
19-003 for a Site Plan Review at 3900 Bethel Drive, based on the findings of fact and the
submitted plans in the April 3, 2019, Report to the Planning Commission.
3) Recommend Denial: Motion to recommend denial of Planning Case 19-003 for a Site Plan
Review at 3900 Bethel Drive, based on the following findings of fact: findings to deny should
specifically reference the reasons for denial and why those reasons cannot be mitigated.
4) Table: Motion to table Planning Case 19-003 for a Site Plan Review at 3900 Bethel Drive for
the following reasons: a specific reason and/or information request should be included with a
motion to table.
Public Notice and Comments
Although a Site Plan Review does not require a public hearing, a public hearing notice was mailed
to all properties within 350 feet of the subject property. Staff has not received any letters, e-mails,
or telephone calls from property owners or occupants concerning this planning case.
Attachments
A. Land Use Application
B. Location Map
C. 11x17 Plan Set
SITE LOCATION MAP
PLAN
NORTH
MAP DATA: COPYRIGHT 2017 OPENSTREETMAP.ORG.PROJECT LOCATIONBETHEL DRIVESNELLING AVENUE NORTH
STATE HIGHWAY 51PROJECT DIRECTORY
OWNER
BETHEL UNIVERSITY
ARCHITECT
BWBR
CIVIL ENGINEER
BKBM
DESIGN BUILDER
MCGOUGH
STRUCTURAL ENGINEER
ERICKSEN ROED & ASSOCIATES
380 ST. PETER STREET
SUITE 600
SAINT PAUL, MN 55102
651.222.3701
3900 BETHEL UNIVERSITY
SAINT PAUL, MN 55112
651.638.6400
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
763.843.0420
2550 UNIVERSITY AVENUE WEST
SUITE 423-S
ST PAUL, MN 55114
651.251.7570
2737 FAIRVIEW AVENUE NORTH
ROSEVILLE, MN 55113
651.633.5050
LANDSCAPE ARCHITECT
CALYX DESIGN GROUP, LLC
475 CLEVELAND AVENUE NORTH
SUITE 307
ST PAUL, MN 55104
651.788.9018
DESIGN-BUILD MECHANICAL
METRO MECHANICAL CONTRACTORS
DESIGN-BUILD ELECTRICAL
HUNT ELECTRIC
7900 CHICAGO AVENUE SOUTH
BLOOMINGTON, MN 55420
651.646.2911
7450 FLYING CLOUD DRIVE
EDEN PRAIRE, MN 55344
952.941.7010
NOT ISSUED
█
N
ISSUED
ISSUED FOR REFERENCE ONLYR
ISSUED AS NOTED
GENERAL NOTES
Revised 08-23-2016
THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF
CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.
INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL
DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND
PLUMBING ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART
OF THIS CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN
WORK REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT
REQUIREMENTS AT NO ADDITIONAL COST.
CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH
THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT
AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS
PRIOR TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF
ANY DISCREPANCIES.
DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES.
WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO
PATCH AND REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE
RATING.
GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES
AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL
CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.
FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE
FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL
CONDITION AND FIRE RATING, AT THE SUBCONTRACTORS EXPENSE.
EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY,
VERIFY SIZE WITH MANUFACTURER.
ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR
EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.
ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT
EXISTING CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT
AREA OR SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION.
COORDINATE WORK WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING.
VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE
TYPES WITH TRADES WHICH REQUIRE THEM.
PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS
REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.
STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS
MAY DIFFER FROM ARCHITECTURAL.
SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR DEFINITIONS.
AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FRT
PLYWOOD BACKING BEHIND ALL SURFACE MOUNTED FIXTURES AND
EQUIPMENT, UNLESS NOTED OTHERWISE.
HOUSEKEEPING PADS SHALL BE PROVIDED BY TRADES WHICH REQUIRE THEM.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
7 0 1 . 1 D FPLAN TYPEDEMOLITION PLANBID PACKFLOOR LEVELSHEET GROUPING402.1DE
SECOND FLOOR, BP-01, DEMOLITION PLAN
4 0 2 . 1 DEPLAN TYPEBID PACKFLOOR LEVELSHEET GROUPING701.1DF
FIRST FLOOR, BP-01, DEMO FIRE PROTECTION
PLAN
SHEET
GROUPING PLAN
290 STRUCTURAL TITLE SHEET
300 STRUCTURAL PLANS
D STRUCTURAL DEMO PLANS
400 DE DEMOLITION PLAN
DI DIMENSION PLAN
EX EXTERIOR PLAN
FL FLOOR PLAN
FN FINISH PLAN
FP FLOOR PATTERN PLAN
QU EQUIPMENT PLAN
RC REFLECTED CEILING PLAN
SY (SYSTEMS) FURNITURE PLAN
SHEET NUMBERING AND ABBREVIATION EXPLANATION
700 DF DEMO FIRE PROTECTION
DM DEMO MED GAS
DP DEMO PLUMBING
F MECH FIRE PROTECTION
M MED MED GAS
P MECH PLUMBING
800 DH DEMO HVAC
DP DEMO PIPING
H MECH HVAC
P MECH PIPING
900 DL DEMO ELEC LIGHTING
DP DEMO ELEC POWER
DS DEMO ELEC SYSTEMS
L ELEC LIGHTING
P ELEC POWER
S ELEC SYSTEMS
SHEET
GROUPING
100 TITLE SHEET
CO CODE PLAN
PH PHASING PLAN
RF REFERENCE PLAN
200 AS ARCHITECTURAL SITE PLAN
CD CIVIL DEMOLITION PLAN
CG CIVIL GRADING PLAN
CU CIVIL UTILITES PLAN
CP CIVIL PAVING PLAN
LP LANDSCAPE PLAN
Revised 08-23-2016
8
9
1SAFE 48"A3352.1342KD~HF~5E~06A3352.1342KD~HF~5E~06A3352.1342KD~HF~5E~06A3352.1342KD~HF~5E~06BP-01
BP-05
NO WORK
BP-02
SEE MECHANICAL FOR BP-01
CEILING WORK IN THIS ZONE
BP-03
BP-03
BP-03
BP-02
BP-04
BP-02 ALTERNATE 1:
GREENHOUSE &
HEADHOUSE
BP-04
BP-01
BP-02
NO WORK
BP-04
BP-01 BP-03 BP-03
BP-03
BP-02
BP-01- SEE MECHANICAL
AND STRUCTURAL FOR
MORE INFO
SEE MECHANICAL FOR SCOPE AND
INCIDENTAL WORK THIS AREA
BP-02 ALTERNATE 1:
GREENHOUSE &
HEADHOUSE
PHASING LEGEND
BID PACK 01
BID PACK 02
BID PACK 03
BID PACK 04
BID PACK 05
2007
BRUSHABER
COMMONS
(BC)
1972
ACADEMIC CENTER
(AC)1993
CAMPUS LIFE CENTER
(CLC)1972
CLAUSON CENTER
(CC)
SCIENCES ADDITION
1FL: 1998 IN FILL
"SLIVER"
2, 3FL: 2007 BRUSHABER
2010 INFILL
"SLIVER"1980
ADDITION
ACADEMIC COMMONS
1993
GREAT HALL
GREENHOUSE
ADDITION
BP-02 BP-01, BP-04, BP-05
RENOVATION
BP-04
BP-01 AND BP-04
BP-05
BP-02
BP-02
BP-02
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
THIRD LEVEL
127'-1 1/4"
ROOF LEVEL - ADDITION
141'-1 1/4"
ROOF LEVEL - EXISTING
140'-5 1/4"
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7
H
G
F
E
D
7654321 Copyright BWBRI hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may be
a Reduced Copy.
The bar above is 1" long on a Full Size Sheet.
Drawing Scales apply to Full Size Sheets.
This document may be an electronic file or
may be printed from an electronic file
provided to the user. It is the sole
responsibility of the user to ensure that the
content and quality is consistent with the
content and quality of the original documents
on file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITY
Sciences
Renovation and
Addition
Keyplan
PLAN
NORTH
TRUE
NORTHFOR REFEREN CE O N LY3/27/2019 4:23:01 PMBWL
PHASING PLAN
100.P
3.2017077.14
03/27/2019
3/64" = 1'-0"1D ACADEMIC COMMONS (AC) BUILDING FIRST LEVEL "AC1" & CLAUSEN CENTER FIRST LEVEL "CC1"
3/64" = 1'-0"
ACADEMIC COMMONS (AC) BUILDING THIRD LEVEL "AC3"3H
3/64" = 1'-0"5D ACADEMIC COMMONS (AC) BUILDING SECOND LEVEL "AC2" & CLAUSEN CENTER SECOND LEVEL "CC2"
3/64" = 1'-0"
ACADEMIC COMMONS (AC) BUILDING ROOF "AC-R"6H1" = 50'-0"
REFERENCE PLAN1H
3/4" = 1'-0"2E PHASING DIAGRAM - AC BUILDING AND ADDITION SECTION
DD ISSUE 10/17/2018
DD AD-1 10/25/2018
PRICING SET ISSUE 02/20/2019
BP-01 CD ISSUE 03/27/2019NOT FO
R
C
O
N
S
T
R
U
C
T
I
O
N
H
8
9
J I
1
J.5 H.8 H.2
UNIT 18
SAFE120AELEC.120D& REPAIRCOMP. STOR.120BOFFICE120COFFICEXXXSTAIR125CLASSROOM122CUS.123EQUIP.ELEV.121ELEV.120LABCOMPUTER100BCLAY STOR.100ASTOR.DAMP RMXXXSTAIR100CERAMIC STUDIO101KILN RMXXXSTAIR131SCREEN PRINTINGSTUDIO/130& 3D DESIGNSTUDIO/SCULPTURE103OFFICE102SCULPTURAL STUDIO129WOOD SHOPSTUDIO/148WOMEN'S123
SOUTH ENTRY
122
SOUTH LOBBY
124
LOGGIA
137
CORR./STOR.
151
LOADING DOCK
155
BOILER RM
157
STOR.
BACKSTAGE
148
CLASSR00M
150
STOR.140
CORR.
138
STOR. CLOSET
STAIR #5/
139
CUST.
136
CORR.
153
GREENHOUSE
162
CORR.
163
CORR.
127
STOR.
126
STAIR #4
129
ROOM/OFFICE
CONTROL
159B
MEZZANINE
159
ORCHESTRA
158
STAGE
159C
TERRACE SOUTH
154
MECH. RM
ELEV.
161
CORR.
128
ENTRANCE
MEZZANINE
XX
ELEV.
156
ROOM
FIRE PUMP
160
STAIR #6
120A
ELEC.120BOFFICE122
CUS.
123
EQUIP.
ELEV.121ELEV.1239 SQ.FT.120CLASSROOM125CLASSROOM103OFFICE102SCULPTURAL STUDIO120AELEC.120D& REPAIRCOMP. STOR.120BOFFICE120COFFICEXXXSTAIR122CUS.123EQUIP.ELEV.121ELEV.120LABCOMPUTER113OFFICE111CUST.109MECH.110ELEC.105BSTOR.105AOFFICE100BCLAY STOR.100ASTOR.DAMP RMXXXSTAIR100CERAMIC STUDIO101KILN RMXXXSTAIR105CCUS.106RESTROOMART131SCREEN PRINTINGSTUDIO/130& 3D DESIGNSTUDIO/SCULPTURE129WOOD SHOPSTUDIO/120A
ELEC.120BOFFICE122
CUS.
123
EQUIP.
ELEV.121ELEV.1239 SQ.FT.120CLASSROOMSTAIR
XXX
SPACE UNASSIGNED
113D
SPACE UNASSIGNED
113E
STAIR
XXX
UP
UP
UP
DN
UPSLOPE DOWN
SLOPE DOWN
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
DN
ED
EXEXED
ED
EX
EX
EX
ED
EX
EX
EX
EGRESS PATH CONTINUES
IN CC BUILDING AND TO HC
BUILDING
EX
HE
HE
CLC AC/BC/CC
AC/BC/CC
CLC
EX
ED
EX
ED
EAEA
24 OCC 20 OCC 20 OCC
EA EA EA EA
25 OCC
60' EXISTING DEAD END < 70' - OK PER MNCC 805.6, EX 3
EXISTING INTERIOR EXIT STAIR
DISCHARGE NOT ALTERED BY
PROJECT
EA
EA
AC-177
GEN BIOLOGY LAB
1
AC-175
GEN BIOLOGY LAB
2
AC-173
ENDOCRINOLOGY
/ PHYSIOLOGY LAB AC-171
MICROBIOLOGY
LAB
AC-169
MICROBIOLOGY
PREP ROOM
AC-174E
PROCEDURE
AC-174A
ENVIRONMENTAL
CHAMBERS
AC-180
MAIN ELECTRICAL
ROOM
AC-174
BIOLOGY
RESEARCH LAB 1
AC-155
SERVERAC-151
BIOLOGY
RESEARCH LAB 2
AC-150
CONFERENCE
ROOM 1
AC-140J
ADJUNCT
AC-140H
OFFICE AC-140L
OFFICE
AC-140C
OFFICE
AC-140G
OFFICE
AC-140F
OFFICE
AC-140E
OFFICE
AC-140D
OFFICE
AC-140P
OFFICE
AC-140N
OFFICE
AC-140M
OFFICE
AC-140Q
OFFICEAC-140A
OFFICE
AC-140B
OFFICE
AC-142
MECH
AC-141
ANATOMY &
PHYSIOLOGY LAB2
21 OCC
18 OCC
AC-174B
STORAGE
AC-174C
ALCOVE
AC-174D
TISSUE
1 OCC 1 OCC 1 OCC 2 OCC
11 OCC
1 OCC
5 OCC
18 OCC
EA
20 OCC
EA231' DIAGONAL D97' >1/3x231' D IA G O N A L D -O K
EA EA EA EA EA EAEAEA
EA
CONTROL AREA
CLC 1A
EA
EA
FIELD VERIFY EXISTING
DOOR RATING
CONTROL AREA
AC/BC 1A
AC-139A
SEATING
AC-154
DATA
EX
AC-165
NEUROSCIENCE
LAB
AC-159
NEUROSCIENCE
LAB
XXX
CORRIDOR
AC-164
EQUIPMENT
STORAGE
AC-158
STORAGE/ MECH.
AC-287
Room
AC-166
NEUROSCIENCE
RESEARCH
CC-106
OFFICE SUITE
CC-112
OFFICE SUITE
CC-104
OFFICE SUITE
EA
<10' is 1HR
AC-184
ELEV.
AC-186
ELEV. EQUIP.
AC-188
MECH.
AC-190
STAIR
AC-192
VESTIBULE
AC-195
ECOLOGY/ENVIRO.
LAB 1
AC-183
ECOLOGY/ENVIRO.
LAB 2
renovation in this
area in future
Phases still being
designed
renovation in this
area in future
Phases still being
designed
renovation in this
area in future
Phases still being
designed
26 OCC
9 OCC
8 OCC
1 OCC
AC/BC/CC
AC/BC/CC
EX
ED
EX
ED
PEDESTRIAN
WAY TUNNEL
OPEN
STAIR
HE
AC-191
SOILS RESEARCH
AC-193
PREP
AC-191A
MECH.
AC-162
HUDDLE
AC-162A
ELEC
160
STAIR
STANDPIPE
STANDPIPE SERVING THIS SIDE OF H
EXIT LOCATED IN STAIR
APPROXIMATE FLOOR
OCCUPANT LOAD
890 OCCUPANTS
EA
EA
EA
EA
EA
EA
EA
EA
EX
EX
ED
ED
EDEX
EX
ED
GRAND TOTAL OCCUPANT LOAD
FIRST FLOOR CLC INCLUDING ADDITION
1261 EXISTING OCCUPANTS
(630 MAIN EXIT, 315 SIDE EXIT 1, 315 SIDE EXIT 2)
68 NEW OCCUPANTS
1329 TOTAL OCCUPANTS
4 MOE REQ'D
8 PROVIDED
(OCCUPANTS OF ADDITION ARE CALCULATED TO
EXIT INDEPENDENT OF EXISTING BUILIDNG)
APPROXIMATE LOBBY
OCCUPANT LOAD
371 OCCUPANTS
MAIN EXIT
630 OCCUPANTS
DOOR - 630 X 0.2 = 126.00''
320.00'' PROVIDED
SIDE EXIT 1
315 OCCUPANTS
DOOR - 315 X 0.2 = 63.00''
224.00'' PROVIDED
SIDE EXIT 2
315 OCCUPANTS
DOOR - 315 X 0.2 = 63.00''
224.00'' PROVIDED
THIS PAIR OF DOORS
PROVIDES ADDITIONAL
CAPACITY FOR THE EXISTING
BUILDIING WHICH IS NOT
REQUIRED FOR EGRESS - NO
OCCUPANT LOAD HAS BEEN
ASSIGNED TO THESE DOORS
34 OCCUPANTS
DOOR - 34 X .2 = 6.80''
34 OCCUPANTS
DOOR - 34 X .2 = 6.80''
34 OCCUPANTS
DOOR - 34 X .2 = 6.80''
NOYES
NOYES
GENERAL TYPE OF PROJECT
ALLOWABLE (from above)ACTUAL
IBC (Chapter 6)
(Section 707)
(IBC CH 3 & 4)
TOTAL
CHANGE OF OCCUPANCY?
REMODEL
ADDITION
NEW BUILDING
A-2, A-3, B, M
PROJECT DESCRIPTION CODE SUMMARY - AC / Brushauber
Commons / Clausen Center
(AC/BC/CC)
SEPARATED OCCUPANCIES?
AREA SEPARATIONS / FIRE WALLS
FIRE BARRIER RATING(S)SEE CODE PLANS
OCCUPANCY CLASSIFICATION(S)
TYPE(S) OF CONSTRUCTION
ACTUAL AREA PER FLOOR
OCCUPANCIES
CONSTRUCTION TYPE(S)
SECOND FLOOR
FIRST FLOOR
Bethel University plans to renovate (3) levels (45,000 square feet) of
existing space within the Academic Commons (AC) building to support
expanding science programs. An additional 3-story, 20,000 square foot
addition to the adjacent Campus Life Center (CLC) is also planned to
support science programs. The renovation and addition will include labs,
classrooms, offices, and support spaces for Biology, Physics &
Engineering, Math & Computer Science, Chemistry, and Psychology.
(If Remodeling)
(IBC Section 508)
SEE CODE PLANS
NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)
DEPARTMENT OF HEALTH (DOH)
CITY OF ARDEN HILLS, MN
STATE OF MINNESOTA
THE JOINT COMMISSION (TJC)
CENTER FOR MEDICARE/MEDICAID SERVICES (CMS)
AREAS OF REFUGE REQUIRED
EGRESS
EXISTING UL
UL
UL
NOYES
ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED
ELEVATOR REQUIRED AS MEANS OF EGRESS
(LSC CH 12-42)
APPLICABLE REGULATIONS
MN STATE RULES
2010 FGI GUIDELINES
2000 NFPA 101 (LIFE SAFETY CODE)
ADAAG
ANSI A117.1 '09
2012 IBC / 2015 MN STATE BUILDING CODE
MN ACC CODE '15
NOYES
I-B
NOYES
ALLOWABLE HEIGHTACTUAL HEIGHT
(504.2)
(Table 601, footnote d)
(Table 503)
(Table 503)
ONE HOUR SPRINKLER SUBST
EXTRA FLOOR/HEIGHT FOR SPRINKLER
160' + 20' = 180'
STORIES
FEET
BUILDING HEIGHT
11 + 1 = 12
60'
4
PLUMBING FIXTURES
ALLOWABLE AREA PER FLOOR
TOTAL ALLOWABLE AREA/FLOOR
BASIC ALLOWABLE AREA UL
UL
TESTRATING (HRS)
(IBC Table 602 and Section 602.4.6)
(Table 602 and Table 705.8)
(707.3)
(TABLE 601)
EXTERIOR DOORS AND WINDOWS
SHAFTS AND EXIT PASSAGEWAYS
OTHER
ROOF CONSTRUCTION
PRIME & SEC. FLOOR BEAMS, JOISTS
FLOOR/CEILING ASSEMBLY
FLOOR CONSTRUCTION
INTERIOR
NON-BEARING WALLS AND PARTITIONS
BEARING WALLS
COLUMNS
ROOF/CEILING ASSEMBLY
PRIME & SEC. ROOF BEAMS, JOISTS
EXTERIOR
INTERIOR BEARING WALLS
EXTERIOR BEARING WALLS
STRUCTURAL FRAME
FIRE-RESISTIVE REQUIREMENTS
See Code Plans
2 HOUR
2 HOUR
0 HOUR
2 HOUR
2 HOUR
1 HOUR
1 HOUR
0 HOUR
NOYES
(IBC 407.3)
FIRE RESISTIVE CORRIDORS?
SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)
INCIDENTAL USE AREA RATING(S)SEE PLANS
MISCELLANEOUS
(IBC Table 1018.1)
ROOMS (UNO)CORRIDORS
OCCUPANCY
A-2, A-3
EXITS
(Table 803.9 & Section 804)
* Not applicable to non-fibrous flooring materials
** Class C materials permitted in administrative spaces and other spaces w/ capacity of ≤ 4 occupants
Walls & Ceilings Flooring*
B
Walls & Ceilings
C
Walls & CeilingsFlooring*Flooring*
DOC-FF-1 DOC-FF-1
B, M C CDOC-FF-1 DOC-FF-1
INTERIOR FINISHES CLASSIFICATION
RECYCLING SPACE (MN only)BUILDING AREA NOT ALTERED
THIRD FLOOR UL
2 HOUR
NOYESGENERAL TYPE OF PROJECT
ALLOWABLE (from above)ACTUAL
IBC (Chapter 6)
TOTAL
REMODEL
ADDITION
NEW BUILDING
AREA SEPARATIONS / FIRE WALLS
TYPE(S) OF CONSTRUCTION
ACTUAL AREA PER FLOOR
CONSTRUCTION TYPE(S)
SECOND FLOOR
FIRST FLOOR
SEE CODE PLANS
NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)
DEPARTMENT OF HEALTH (DOH)
CITY OF ARDEN HILLS, MN
STATE OF MINNESOTA
THE JOINT COMMISSION (TJC)
CENTER FOR MEDICARE/MEDICAID SERVICES (CMS)
AREAS OF REFUGE REQUIRED
EGRESS
41,720
41,720
92,190
54,250
54,250
54,250 x 3 = 162,750
NOYES
ACCESSIBLE MEANS OF EGRESS REQUIRED (from addition)
ELEVATOR REQUIRED AS MEANS OF EGRESS
APPLICABLE REGULATIONS
MN STATE RULES
2010 FGI GUIDELINES
2000 NFPA 101 (LIFE SAFETY CODE)
ADAAG
ANSI A117.1 '09
2012 IBC / 2015 MN STATE BUILDING CODE
MN ACC CODE '15
NOYES
II-A
NOYES
ALLOWABLE HEIGHTACTUAL HEIGHT
(504.2)
(Table 601, footnote d)
(Table 503)
(Table 503)
ONE HOUR SPRINKLER SUBST
EXTRA FLOOR/HEIGHT FOR SPRINKLER
65' + 20' = 85'
STORIES
FEET
BUILDING HEIGHT
3 + 1 = 4
79'-9"
4
(Choose One)
OR USE
YES NO
(1 HOUR CONSTRUCTION SUBST)
(MULTIPLE STORY BUILDING)
(SINGLE STORY BUILDING)
Perimeter with > 30'-0" open
Total perimeter 0.25 X BASIC ALLOWABLE
W
30
- 0.25
P
F
fI = 100
BASIC ALLOWABLE AREA x 0
BASIC ALLOWABLE AREA x 2
BASIC ALLOWABLE AREA x 3
ALLOWABLE AREA PER FLOOR
TOTAL ALLOWABLE AREA/FLOOR
SPRINKLER INCREASE
BASIC ALLOWABLE AREA
FRONTAGE INCREASE
Assume all A-1 = 15,500
7,750
31,000
54,250
TESTRATING (HRS)
(TABLE 601)
EXTERIOR DOORS AND WINDOWS
SHAFTS AND EXIT PASSAGEWAYS
OTHER
ROOF CONSTRUCTION
PRIME & SEC. FLOOR BEAMS, JOISTS
FLOOR/CEILING ASSEMBLY
FLOOR CONSTRUCTION
INTERIOR
NON-BEARING WALLS AND PARTITIONS
BEARING WALLS
COLUMNS
ROOF/CEILING ASSEMBLY
PRIME & SEC. ROOF BEAMS, JOISTS
EXTERIOR
INTERIOR BEARING WALLS
EXTERIOR BEARING WALLS
STRUCTURAL FRAME
FIRE-RESISTIVE REQUIREMENTS
See Code Plans
1 HOUR
1 HOUR
0 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
0 HOUR
NOYES
(IBC 407.3)
FIRE RESISTIVE CORRIDORS?
SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)
INCIDENTAL USE AREA RATING(S)SEE PLANS
MISCELLANEOUS
(IBC Table 1018.1)
ROOMS (UNO)CORRIDORS
OCCUPANCY
A-1, A-2
EXITS
B
(Table 803.9 & Section 804)
* Not applicable to non-fibrous flooring materials
** Class C materials permitted in administrative spaces and other spaces w/ capacity of ≤ 4 occupants
Walls & Ceilings Flooring*
B
Walls & Ceilings
C
Walls & CeilingsFlooring*Flooring*
DOC-FF-1 DOC-FF-1
B B C CDOC-FF-1 DOC-FF-1
INTERIOR FINISHES CLASSIFICATION
RECYCLING SPACE (MN only)18,990 X .0025 = 47 SF REQ'D
THIRD FLOOR 8,750 54,250
1 HOUR
CODE SUMMARY - CLC / Science
Building (CLC)
(LSC CH 12-42)NOYES
(Section 707)
(IBC CH 3 & 4)
CHANGE OF OCCUPANCY?
A-1, A-2, B
SEPARATED OCCUPANCIES?
FIRE BARRIER RATING(S) SEE CODE PLANS
OCCUPANCY CLASSIFICATION(S)
OCCUPANCIES
(If Remodeling)
(IBC Section 508)
NA
NA
NA
NA
(heavy timber roof permitted per 601, footnote c)
NA
NA
NA
(heavy timber roof permitted per 601, footnote c)
NA
NA
NA
NA
NA
See Code Plans
NA
See Code Plans
OTHER
INTERIOR REMODELING IMPACTS NEITHER BUILDING HEIGHT
NOR AREA. INFILL OF SECOND FLOOR AT THEATER DOES NOT
ALTER BUILDING AREA BASED UPON MBC BUILDING AREA
DEFINITION
PER DOCUMENTS FOR THE AC/BC EXPANSION, THE ORIGINAL
AC AND CC BUILDINGS WERE CLASSIFIED AS EQUIVALENT TO I-B
CONSTRUCTION AND WERE CONSIDERED A SINGLE BUILDING
PERMITTED TO BE UNLIMITED IN AREA. THE BC BUILDING WAS
CONSTRUCTED AS AN EXPANSION TO THIS EXISTING BUILDING.
NO FIRE WALL EXISTS BETWEEN THE AC/BC/CC ''BUILDINGS''
Toilet fixture quantity of the AC/BC and CLC combined satisfies quantitiy and
distribution required as documented in correspondence w/ City of Arden Hills
PLUMBING FIXTURES
Toilet fixture quantity of the AC/BC and CLC combined satisfies quantitiy and
distribution required as documented in correspondence w/ City of Arden Hills
OCCUPANT LOAD OF ADDITION
TOTAL OCCUPANT LOAD SHOWN ON CODE ANALYSIS PLANS
UL P701
UL P701
UL N721
UL N721
X717
DOC-FF-1
DOC-FF-1
DOC-FF-1
DOC-FF-1
B
B
OCCUPANT LOAD OF RENOVATION
RENOVATION ELIMINATES THEATHER - TOTAL BUILDING
OCCUPANT LOAD IS REDUCED BY RENOVATION
RESOLVE TOILET
COUNT ISSUE
FOURTH FLOOR UL
EXISTING
EXISTING
EXISTING
EXISTING
SECOND FLOOR903'-6"LANDING905'-10"A252A
A255
A254 A267
A253266B206A
B206B
B206C
B206D
B202A
B216AB202B
B208AA252CA252D
B219BB208CB208B B210 B219CB208B-1
B208C-1
48"210CCONFERENCE209B208EOFFICE208FWORKRM208DOFFICE208COFFICE208BOFFICE208AOFFICE208OFFICEBUSINESS208IOFFICE208HOFFICE208GTELLERS208JSAFE206OFFICE205AOFFICE207DESIGN STUDIOCC200OfficeRoosaWayne201FILM LABPHOTO/202DARKROOMPHOTO LAB/BLACK & WHITE200AGALLERYJOHNSON203ALABCOLOR PHOTO203BOFFICECC234AOFFICE200BOFFICE234STUDIO204STUDIO235STUDIOCC209AOFFICECIO210BINTERVIEW210CENTERGUESTADMISSIONS210CINTERVIEWICE254OFFICE253OFFICE252WAITING251RECEPTIONNCE201LOUNGE248CORRIDOR250STORAGEFOOD SERVICE2ST4STAIR #4275LANDING273ATRIUM276VESTIBULEEAST279STORAGE284ENTRYEXIST.274VESTIBULEWEST249ASTORAGEUP
UP
UP
DN
OPEN TOBELOWOPEN TOBELOWUPUPUPDN
DN
DN
DN
UP
UP
DN
RAMP UP
DN
UP
DN
RAMP UP
DN
D N
RAMP DOWN
DN
RAMP DOWN
DN
DN
D
N
DN
UP
DN
DN
UP
UP
UP
DN
UP
UP
UP
D
N
UP
DN
UP
UP
UP
UP
UP
DN
DN
DN A3352.1342KD~HF~5E~06A3352.1342KD~HF~5E~06A3352.1342KD~HF~5E~06A3352.1342KD~HF~5E~06EX
EX
EA
EX
HEHE
ED
EXED
EXEDNO WORK IN BCEX
CLC AC/BC/CC
AC/BC/CC
CLC
EA EA
EA
20 OCC
ED
29 OCC
13 OCC
EA
SEATING - 13 OCC
129' DIA
G
O
NAL A
60' >1/3x 129 ' D I A G O N A L A -O K
NO HAZARDOUS
MATERIALS ARE USED
WITHIN THIS LAB
AS DISCUSSED IN A MEETING ON 1/11/18 W/
DAVE SCHERBEL, BUILDING OFFICIAL, THE
COMPLIANT NUMBER OF EXIT ACCESS POINTS
AND COMMON PATH OF TRAVEL SATISFIES THE
REQUIREMENTS FOR MEANS OF EGRESS FROM
THIS AREA. THE TWO EXIT ACCESS POINTS TO
THE CORRIDOR SATISFY THE EGRESS
REQUIREMENTS FROM THE ROOM AND TWO
SEPARATE MOE ARE NOT REQUIRED FROM THE
DEAD END CORRIDOR
AC-274
OPTICAL
ENGINEERING LABAC-253
MEN
AC-252
WOMEN
AC-251
CUSTODIAL
AC-248
ELECTRICAL
ENGINEERING
COMMON PATH 80'<100' OK
21 OCC
15 OCC
10 OCC 231' DIAGONAL D9 3 ' >1 /3 x2 3 1 ' D IA G O N A L D -O K
OPEN TO ABOVE PERMITTED
PER MBC 712.1.8
COMMON PATH FROM NW CORNER EXTENDS TO HERE
PRIOR TO COMPLETION OF PHASE 3 - 95' < 100' - OKAY
CONTROL AREA
CLC-2A
75% MAQ ALLOWED
ENTIRETY OF AC-BC BUILDING
SECOND LEVEL IS CONTROL AREA
AC/BC 2/3A, 50% MAQ ALLOWED
AC-247
MODERN PHYSICS
LAB
CC-2XX
VESTIBULE
CC-229
OFFICE - 9
CC-228
OFFICE - 8
CC-227
OFFICE - 7
CC-226
OFFICE - 6
CC-225
OFFICE - 5
CC-224
OFFICE - 4
CC-222
OFFICE - 3
CC-221
OFFICE - 2
CC-218
OFFICE - 1
CC-216
TESTING AC-219
TESTING
?
?
AC-152
Room
AC-279
ELEVATOR LOBBY
AC-170
CORRIDOR
AC-172
CORRIDOR
AC-240G
OFFICE
AC-240C
OFFICE
AC-240H
OFFICE
AC-238
DIV
AC-240K
OFFICE
AC-240E
OFFICE
AC-240L
OFFICE
AC-240J
OFFICE
AC-240F
OFFICE
AC-241
RESEARCH -
TELECONFERENCE
CC-230
RESEARCH
CC-232
HAPPY LAB
CC-231
OFFICE
AC-2XX
CIRCULATION
EA
EA EA
AC-276
INTRO TO
PHYSICS
AC-266
RESEARCH -
ROBOTICS
AC-271
ENGINEERING 1
(FLUIDS)AC-273
FLEX LAB AC-275
ENGINEERING 2
(MATERIALS)
AC-250
CONFERENCE
ROOM
AC-280
ELEC/DATA
AC-278
STORAGE
AC-284
ELEV.
AC-286
SHAFTAC-288
HUDDLE
AC-285
BIO CHEM
RES/STORAGE
AC-293
BIO CHEM INST.
EA
EA EA
AC-291
BIO CHEM
RESEARCH 1
AC-287
BIO CHEM
RESEARCH 2
AC-283
INORGANIC AND
PHYS CHEM
AC-281
STAIR
AC-293
LOUNGE
AC-295
BIO CHEMISTRY
LAB
EA
EA EA
renovation in this
area in future
Phases still being
designed
27 OCC
9 OCC
5 OCC 5 OCC 1 OCC
24 OCC
10 OCC
EX
ED
AC/BC CC
EX ED
EA
EA
EA
EX
EX
ED
ED
EX
OPEN
STAIR
OPEN TO
BELOW
OPEN TO
BELOW
AC-276A
STORAGE
STANDPIPE
STANDPIPE SERVING
THIS SIDE OF H EXIT
LOCATED IN STAIR
NO HAZARDOUS
MATERIALS ARE USED
WITHIN THIS LAB
MBC 1015.1, ITEM 4 - EDUCATIONAL
LABORATORIES AND PREP ROOMS EXCEEDING
500 SF CONTAINING HAZARDOUS MATERIALS
SHALL HAVE 2 MOE
FIXED SEATING APPROXIMATELY 250 OCCUPANTS10 OCCUPANTS10 OCCUPANTS 10 OCCUPANTS10 OCCUPANTS 6 OCC
6 OCC
15 O
C
C
15 O
C
C
30 OCCUPANTS30 OCCUPANTS30 OCCUPANTS10 OCCUPANTS
10 OCCUPANTS
10 OCCUPANTS
10 OCCUPANTS
6 OCC
6 OCC
15 OCC
15 OCC
APPROXIMATE BALCONY/BOX
OCCUPANT LOAD
854 OCCUPANTS
APPROXIMATE LOBBY
OCCUPANT LOAD
304 OCCUPANTS
EA
EA
EA
EA
EA
EA
EA
EA
EAFIXED SEATING APPROXIMATELY 350 OCCUPANTSEX
EX
EA
EA
EA
EA
GRAND TOTAL OCCUPANT LOAD
SECOND FLOOR CLC INCLUDING ADDITION
1158 EXISTING OCCUPANTS
120 NEW OCCUPANTS
1278 TOTAL OCCUPANTS
4 MOE REQ'D
8 PROVIDED
(OCCUPANTS OF ADDITION ARE
CALCULATED TO EXIT INDEPENDENT OF
EXISTING BUILIDNG)
EX/EA 1
EX/EA 2
EX/EA 3
EX/EA 4
EX/EA 5
EX/EA 7
EX/EA 6
EX/EA 8
1158 EXISTING OCCUPANTS
6 EXISTING MOE PROVIDED
160 OCCUPANTS
DOOR - 160 X 0.2 = 32.00''
STAIR - 160 X .3 = 48.00''
160 OCCUPANTS
DOOR - 160 X 0.2 = 32.00''
STAIR - 160 X .3 = 48.00''
200 OCCUPANTS
DOOR - 200 X 0.2 = 40.00''
STAIR - 200 X .3 = 60.00''
200 OCCUPANTS
DOOR - 200 X 0.2 = 40.00''
STAIR - 200 X .3 = 60.00''
200 OCCUPANTS
DOOR - 200 X 0.2 = 40.00''
STAIR - 200 X .3 = 60.00''
200 OCCUPANTS
DOOR - 200 X 0.2 = 40.00''
STAIR - 200 X .3 = 60.00''
60 OCCUPANTS
DOOR - 60 X 0.2 = 12.00''
STAIR - 60 X .3 = 18.00''
60 OCCUPANTS
DOOR - 60 X 0.2 = 12.00''
EA
AC/BC/CC
AC/BC/CCWALL CLASSIFICATIONAREA CLASSIFICATIONMEANS OF EGRESSCODE PLAN SYMBOLS
LEGEND
EXIT
EXIT DISCHARGE
EXIT ACCESS
EGRESS PATH
INCIDENTAL USE
SHAFT
HEALTHCARE SUITE
SMOKE BOUNDARY
FIRE WALL
OCCUPANCY SEPARATION
HORIZONTAL EXIT
1 HR FIRE RATED ASSEMBLY
WITH SMOKE PROTECTION
3 HR FIRE RATED ASSEMBLY
2 HR FIRE RATED ASSEMBLY
1 HR FIRE RATED ASSEMBLY
SMOKE PARTITION
1 HR FIRE RATED ASSEMBLY
(IBC 509)
SURROUNDING SYMBOLS INDICATE
RATING AND DAMPER REQUIRMENTS
SURROUNDING SYMBOLS INDICATE
RATING AND DAMPER REQUIRMENTS.
FIRE DAMPER REQUIRED AT BOTTOM
OF SHAFT
SURROUNDING SYMBOLS INDICATE
RATING AND DAMPER REQUIRMENTS
CLOSER, LATCH & GASKETS REQUIRED
FIRE PARTITION
FIRE AND SMOKE DAMPER
USUALLY REQUIRED
SEE IBC 1023
FOR I-3 OCCUPANCY, SEE ALSO 408.2
(FIRE BARRIER)
NOT ALL SYMBOLS MAY BE USED ON EACH PLAN.
2 HR FIRE RATED ASSEMBLY
WITH SMOKE PROTECTION
3 HR FIRE RATED ASSEMBLY
WITH SMOKE PROTECTION
(IBC 710)
(IBC 708)
'CORRIDOR WALLS'
'INCIDENTAL USE'
FIRE DAMPER USUALLY REQUIRED
FIRE DAMPER USUALLY REQUIRED
FIRE DAMPER USUALLY REQUIRED
FIRE AND SMOKE DAMPER
USUALLY REQUIRED
FIRE AND SMOKE DAMPER
USUALLY REQUIRED
SEE IBC 709, 717.5.5
LSC XX.3.7, 8.3
EA
EX
EDFIRE RESISTANCE RATINGS'PROTECTION OF HAZARDS' (LSC XX.3.2)
'CONST. OF CORRIDOR WALLS' (LSC XX.3.6.2)
(IBC 706)
HORIZONTAL EXIT
DELAYED EGRESS
HE
DE
REFERENCES TO LSC (LIFE SAFETY CODE) "XX" REFERS TO CH 12 -
42.
FE
FV
FEC
FVCMISCELLANEOUS FIRE EXTINGUISHER CABINET
FIRE VALVE
FIRE EXTINGUISHER
FIRE VALVE CABINET
PROJECT LIMITS LINE
SEE IBC 509, 711
LSC XX.1.2
EXIT REQUIREMENTS DEFINE SPACE.
10,000 SF MAX PATIENT TREATMENT
SUITE. 5,000 SF MAX PATIENT SLEEPING
SUITE.
SPACE REQUIRED TO LIMIT TRANSFER
OF SMOKE
EXIT PASSAGEWAY
SURROUNDING SYMBOLS INDICATE RATING
AND DAMPER REQUIREMENTS
(IBC 509.4, LSC XX.3.2)
Revised 12-12-2016
SEE IBC 407.4.3
THIRD FLOOR917'-6"LANDING905'-10"LANDING905'-10"CLC-3 26/2626/263ST4STAIR #4353OFFICE354OFFICE351OFFICEOPEN347STODIAL371BRIDGE373SKYWAY322EOFFICE322FOFFICE322GOFFICE322HOFFICE323OFFICE324OFFICEXXXSTAIR325ADATA325CLASSROOM322DOFFICE322OFFICESERVICESCAREER322COFFICE322BOFFICE322AWORKRM321OFFICE320OFFICE320AOFFICE320BOFFICE313AA/V RM313CLASSRM317BOFFICE317A317OFFICE314
SOCIAL WORK
ANTHROPOLOGY/312CHORAL RM311BAND RM331CLASSROOMXXXCUS.315WOMEN'S316CUS.300ADATAXXXLOUNGE300MEN'S304STORAGE307OFFICE308OFFICE310OFFICE309OFFICE310ASTOR.310COFFICEXXXSTORAGE327OFFICE328OFFICE329OFFICE330OFFICE326CLASSROOM306CLASSROOM305OFFICEXXXSTAIRXXXSTAIR301OFFICE302OFFICE303OFFICE320CSTOR.310ASTOR.314DOFFICE314COFFICE314BOFFICE314AOffice314EConf/Office314GOffice314HOfficeSSRM306
MECHANICAL
HVAC OFFICE AND
UP
UP
UP
RAMP DN1:20UP28/44BSS28/44BSS28/44BSSTHIRD FLOOR917'-6"LANDING905'-10"LANDING905'-10"CLC-3 26/2626/263ST4STAIR #4353OFFICE354OFFICE351OFFICEOPEN347STODIAL371BRIDGE373SKYWAY322EOFFICE322FOFFICE322GOFFICE322HOFFICE323OFFICE324OFFICEXXXSTAIR325ADATA325CLASSROOM322DOFFICE322OFFICESERVICESCAREER322COFFICE322BOFFICE322AWORKRM321OFFICE320OFFICE320AOFFICE320BOFFICE313AA/V RM313CLASSRM317BOFFICE317A317OFFICE314
SOCIAL WORK
ANTHROPOLOGY/312CHORAL RM311BAND RM331CLASSROOMXXXCUS.315WOMEN'S316CUS.300ADATAXXXLOUNGE300MEN'S304STORAGE307OFFICE308OFFICE310OFFICE309OFFICE310ASTOR.310COFFICEXXXSTORAGE327OFFICE328OFFICE329OFFICE330OFFICE326CLASSROOM306CLASSROOM305OFFICEXXXSTAIRXXXSTAIR301OFFICE302OFFICE303OFFICE320CSTOR.310ASTOR.314DOFFICE314COFFICE314BOFFICE314AOffice314EConf/Office314GOffice314HOfficeSSRM306
MECHANICAL
HVAC OFFICE AND
UP
UP
UP
RAMP DN1:20UP28/44BSS28/44BSS28/44BSSTHIRD FLOOR917'-6"LANDING905'-10"LANDING905'-10"CLC-3 26/2626/263ST4STAIR #4353OFFICE354OFFICE351OFFICEOPEN347STODIAL371BRIDGE373SKYWAY322EOFFICE322FOFFICE322GOFFICE322HOFFICE323OFFICE324OFFICEXXXSTAIR325ADATA325CLASSROOM322DOFFICE322OFFICESERVICESCAREER322COFFICE322BOFFICE322AWORKRM321OFFICE320OFFICE320AOFFICE320BOFFICE313AA/V RM313CLASSRM317BOFFICE317A317OFFICE314
SOCIAL WORK
ANTHROPOLOGY/312CHORAL RM311BAND RM331CLASSROOMXXXCUS.315WOMEN'S316CUS.300ADATAXXXLOUNGE300MEN'S304STORAGE307OFFICE308OFFICE310OFFICE309OFFICE310ASTOR.310COFFICEXXXSTORAGE327OFFICE328OFFICE329OFFICE330OFFICE326CLASSROOM306CLASSROOM305OFFICEXXXSTAIRXXXSTAIR301OFFICE302OFFICE303OFFICE320CSTOR.310ASTOR.314DOFFICE314COFFICE314BOFFICE314AOffice314EConf/Office314GOffice314HOfficeSSRM306
MECHANICAL
HVAC OFFICE AND
UP
UP
UP
RAMP DN1:20UP28/44BSS28/44BSS28/44BSSEA
EX
EX
EX
HE
FIREWALL BELOWFIREWALL BELOW OPEN TO BELOWOPEN TO BELOWOPEN TO BELOW
PERMITTED PER MBC
712.1.8
CLC AC/BC/CC
AC/BC/CC
CLC
AC-350
CONFERENCE
24 OCC
12 OCC
EX
EA
EA
EX
97' < 100' COMMON PATH -OK
SEATING - 13 OCC
26 OCC
129' DIA
G
O
NAL A
60' >1/3x 124 ' D I A G O NA L A -O K25'<50' NOT A
DEAD END
MBC 1015.1, ITEM 4 - EDUCATIONAL
LABORATORIES AND PREP ROOMS
EXCEEDING 500 SF CONTAINING
HAZARDOUS MATERIALS SHALL
HAVE 2 MOE
COMMON PATH 89'<100' OK
AS DISCUSSED IN A MEETING ON 1/11/18 W/ DAVE
SCHERBEL, BUILDING OFFICIAL, THE COMPLIANT
NUMBER OF EXIT ACCESS POINTS AND COMMON
PATH OF TRAVEL SATISFIES THE REQUIREMENTS
FOR MEANS OF EGRESS FROM THIS AREA MBC 1015.1, ITEM 4 - EDUCATIONAL
LABORATORIES AND PREP ROOMS EXCEEDING
500 SF CONTAINING HAZARDOUS MATERIALS
SHALL HAVE 2 MOE
EA
EA
EA EA
EA
AC-353
ROOF ACCESS
AC-352
TOILET MENS 3
AC-351
TOILET- WOMENS
3
EA
EA
27 OCC
23 OCC
231' DIAGONAL D9 3 ' >1 /3 x2 3 1 ' D IA G O N A L D -O K
MBC 1015.1, ITEM 4 -
EDUCATIONAL
LABORATORIES AND PREP
ROOMS EXCCEDING 500
SF CONTAINING
HAZARDOUS MATERIALS
SHALL HAVE 2 MOE
CONTROL AREA
CLC 3A
EA
ALTERNATE 1
ENTIRETY OF AC/BC/CC
BUILDING SECOND LEVEL IS
CONTROL AREA AC/BC 2/3A,
50% MAQ ALLOWED
CONTROL AREA AC/BC
3B, 50% MAQ ALLOWED
42' < 50',
NOT A
DEAD END
AC-2jjj
Room
AC-2kkk
Room
AC-2lll
Room
AC-490
RESEARCH 2
AC-300
CLASSROOM
AC-301
CLASSROOM
AC-491
RESEARCH 1
AC-3xx
OFFICE 12
AC-3XX
GENERAL
CHEMISTRY 2
AC-3XX
GENERAL
CHEMISTRY 2
AC-323
CORRIDOR
AC-343G
Room
AC-343F
OFFICE 5
AC-434E
OFFICE 6
AC-343D
OFFICE 7
AC-343C
OFFICE 8
AC-343B
OFFICE 9
AC-343A
OFFICE 10
AC-342A
VIVARIUM
AC-342
PREP RM
AC-341
COMP &
RESEARCH LAB
AC-340
OFFICE 11
AC-338
RESEARCH LAB
AC-339
RESEARCH LAB
AC-442
Room
AC-337
SEMINAR
AC-335
STORAGE
AC-445
CORRIDOR
AC-336D
CONF. RM
AC-448
CORRIDOR
AC-347
OFFICE 1
AC-346
OFFICE 2
AC-345
OFFICE 3
AC-344
OFFICE 4
AC-336C
OFFICE
AC-336B
OFFICE
AC-352
EXG DATA
AC-380
ELEC.
AC-3XX
CHEM PREP
AC-3XX
CHEM STOCK
AC-3XX
HUDDLE
AC-382
HUDDLE
AC-384
ELEV.
AC-386
SHAFT
AC-388
NMR
AC-395
GENERAL
CHEMISTRY
AC-3XX
INSTRUMENTATION
AC-3XX
SEMINAR
EA
AC-3xx
OFFICE 1
AC-3xx
OFFICE 2
AC-3xx
OFFICE 3
AC-3xx
OFFICE 4
AC-3xx
OFFICE 5
AC-3xx
OFFICE 6
AC-3xx
OFFICE 7
AC-3xx
OFFICE 8
AC-3xx
OFFICE 9
AC-3xx
OFFICE 10
AC-3xx
OFFICE 11
36'<50' NOT A DEAD ENDEA EA
EA
142' DIA
G
O
N
A
L B
51' >1/3x124' DIAGONAL A -OK
40 TOTAL OCC
10 OCC 7 OCC
1 OCC
14 OCC
30 OCC
EX
PEDESTRIAN WAYEX
EA
EA
EA
EA EA
EA
EA
EA
HE
AC-193
ELECTRICAL
ROOM
STANDPIPE
STANDPIPE SERVING
THIS SIDE OF H EXIT
LOCATED IN STAIR
52 OCCUPANTS
DOOR - 52 X .2 = 10.4''
STAIR - 52 X .3 = 15.6''
52 OCCUPANTS
DOOR - 52 X .2 = 10.4''
AC/BC/CC
AC/BC/CC
495
BOILERS
490
STAIR
486
SHAFT488
MECH.
484
ELEV.
CLC-300
HEADHOUSE
CLC-301
GREENHOUSEALTERNATE 1ALTERNATE 1482
MECH.
482488
10'-0"
4'-0"
NO PENETRATIONS
IN THIS AREA
NO PENETRATIONS
IN THIS AREA
EX
4'-0"
H
8
9
J I
1
K.7 J.5 H.8 H.2 SAFE148WOMEN'S123
SOUTH ENTRY
122
SOUTH LOBBY
124
LOGGIA
137
CORR./STOR.
151
LOADING DOCK
155
BOILER RM
157
STOR.
BACKSTAGE
148
CLASSR00M
150
STOR.140
CORR.
138
STOR. CLOSET
STAIR #5/
139
CUST.
136
CORR.
153
GREENHOUSE
162
CORR.
163
CORR.
127
STOR.
126
STAIR #4
129
ROOM/OFFICE
CONTROL
159B
MEZZANINE
159
ORCHESTRA
158
STAGE
159C
TERRACE SOUTH
154
MECH. RM
ELEV.
161
CORR.
128
ENTRANCE
MEZZANINE
XX
ELEV.
156
ROOM
FIRE PUMP
160
STAIR #6
STAIR
XXX
SPACE UNASSIGNED
113D
SPACE UNASSIGNED
113E
STAIR
XXX
UP
UPSLOPE DOWN
SLOPE DOWN
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP SECOND FLOOR903'-6"LANDING905'-10"A252A
A255
A254 A267
A253266B206A
B206B
B206C
B206D
B202A B202B
B208AA252CA252D
B208CB208B B210
B208B-1
B208C-1
201202210CENTERGUESTADMISSIONS210CINTERVIEWICE254OFFICE253OFFICE252WAITING251RECEPTIONNCE201LOUNGE248CORRIDOR250STORAGEFOOD SERVICE2ST4STAIR #4275LANDING273ATRIUM276VESTIBULEEAST279STORAGE284ENTRYEXIST.274VESTIBULEWEST249ASTORAGEUP
OPEN TOBELOWUPUPUPDN
DN
DN
DN
UP
UP
DN
RAMP UP
DN
UP
DN
RAMP UP
DN
D N
RAMP DOWN
DN
RAMP DOWN
DN
DN
D
N
DN
UP
DN
DN
UP
UP
UP
DN
UP
UP
UP
D
N
UP
DN
UP
UP
UP
UP
UP
DN
DN
DN THIRD FLOOR917'-6"LANDING905'-10"LANDING905'-10"CLC-33ST4STAIR #4353OFFICE354OFFICE351OFFICEOPEN347STODIAL371BRIDGE373SKYWAY325ADATA314COFFICE314BOFFICE306
MECHANICAL
HVAC OFFICE ANDRAMP DN1:20UPTHIRD FLOOR917'-6"LANDING905'-10"LANDING905'-10"CLC-33ST4STAIR #4353OFFICE354OFFICE351OFFICEOPEN347STODIAL371BRIDGE373SKYWAY325ADATA314COFFICE314BOFFICE306
MECHANICAL
HVAC OFFICE ANDRAMP DN1:20UPTHIRD FLOOR917'-6"LANDING905'-10"LANDING905'-10"CLC-33ST4STAIR #4353OFFICE354OFFICE351OFFICEOPEN347STODIAL371BRIDGE373SKYWAY325ADATA314COFFICE314BOFFICE306
MECHANICAL
HVAC OFFICE ANDRAMP DN1:20UPCONTROL AREA
CLC 1/2A 75% MAQ
CONTROL AREA
AC/BC 1A 100%
1G
110.10
4G
110.10
CONTROL AREA
CLC 1/2A 75% MAQ ENTIRETY OF AC-BC
BUILDING SECOND LEVEL
IS CONTROL AREA AC/BC
2/3A, 50% MAQ ALLOWED
1G
110.10
4G
110.10 CONTROL AREA
CLC 3A 50%
ENTIRETY OF AC-BC
BUILDING SECOND LEVEL
IS CONTROL AREA AC/BC
2/3A, 50% MAQ ALLOWED
CONTROL AREA AC/BC
3B, 50% MAQ ALLOWED
1G
110.10
4G
110.10
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
THIRD LEVEL
127'-1 1/4"
K J HK.5LM
CLC PARAPET
131'-0"
L.9 K.1
ROOF -ADDITION
141'-1 1/4"
CONTROL AREA
CLC 3A 50%
CONTROL AREA
CLC 1/2A 75% MAQ
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
THIRD LEVEL
127'-1 1/4"
K J H G F EK.5LML.9
ROOF -ADDITION
141'-1 1/4"
CONTROL AREA
AC/BC 1A 100%
ENTIRETY OF AC-BC
BUILDING SECOND LEVEL
IS CONTROL AREA AC/BC
2/3A, 50% MAQ ALLOWED
CONTROL AREA
AC/BC 3B, 50%
MAQ ALLOWED
A
B
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7654321 Copyright BWBRI hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may be
a Reduced Copy.
The bar above is 1" long on a Full Size Sheet.
Drawing Scales apply to Full Size Sheets.
This document may be an electronic file or
may be printed from an electronic file
provided to the user. It is the sole
responsibility of the user to ensure that the
content and quality is consistent with the
content and quality of the original documents
on file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITY
Sciences
Renovation and
Addition
Keyplan
PLAN
NORTH
TRUE
NORTHFOR REFEREN CE O N LY3/27/2019 4:23:52 PMBWL
CONTROL AREAS
110.10
3.2017077.14
03/27/2019
1/32" = 1'-0"110.10
1E CODE ANALYSIS PLAN - FIRST LEVEL
1/32" = 1'-0"110.10
3E CODE ANALYSIS PLAN - SECOND LEVEL
1/32" = 1'-0"110.10
5E CODE ANALYSIS PLAN - THIRD LEVEL
1/16" = 1'-0"110.10
1G BUILDING SECTION - CONTROL AREAS 01
1/16" = 1'-0"110.10
4G BUILDING SECTION - CONTROL AREAS 02
BP-01 CD ISSUE 03/27/2019
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DEMOLITION PLAN KEYED NOTES
DE01 FLOOR TRENCH TO REMAIN
DE02 DEMOLISH WINDOW
DE03 FIXED CASEWORK ISLAND TO REMAIN
DE04 CASEWORK AND FUME HOOD TO REMAIN
DE05 DEMOLISH MASONRY RETAINING WALL, SEE CIVIL
DE06 DEMOLISH WINDOW STOOL, WINDOW TO REMAIN
DE07 DEMOLISH WINDOW AND STOOL
DE08 NOT USED
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN OR BID PACK
DEMOLITION GENERAL NOTES
DESIGN BUILDER SHALL COORDINATE ALL DEMOLITION WORK, PHASING AND
SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING
PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING
PURPOSES ONLY, UNLESS NOTED OTHERWISE.
DESIGN BUILDER SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL
TRADES FOR THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.
WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION
ALONG WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES,
HARDWARE, SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL
EQUIPMENT, ETC. TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.
WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO
FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED
FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE
FINISH SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.
WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING
SUSPENSION SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND
ELECTRICAL ITEMS, UNLESS NOTED OTHERWISE. SEE MECHANICAL AND
ELECTRICAL DRAWINGS FOR EXTENT OF CONDUIT, PIPING AND DUCTWORK
DEMOLITION WITHIN AREA TO BE REMODELED.
WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND
PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE
FOR FINISHES.
ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY
DEMOLITION WORK SHALL BE PATCHED TO MATCH ADJACENT AREA.
OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS
SUCH AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.
SALVAGED ITEMS SCHEDULED FOR REUSE SHALL BE CLEANED, RESTORED
AND/OR REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.
DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS
COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE
PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING
STRUCTURAL MEMBERS SHALL BE ADEQUATELY PROTECTED, COORDINATE
WITH STRUCTURAL ENGINEER.
SEE STRUCTURAL, DESIGN-BUILD MECHANICAL AND DESIGN-BUILD
ELECTRICAL DRAWINGS FOR RELATED DEMOLITION AND PREP WORK.
WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL
CABINETS, SHELVING, PROJECTION SCREENS ETC, SHALL BE REMOVED,
UNLESS NOTED OTHERWISE.
WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR
WALL, OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR
CEILING FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL
ITEMS LOCATED WITHIN THE EXISTING FINISH REMOVALS U.N.O. PATCH AND
PREP ALL SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL
INFORMATION, SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES,
STRUCTURAL, MECHANICAL AND ELECTRICAL.
Revised 08-23-2016
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
A
DEMOLITION SYMBOLS LEGEND
PARTITION OR
WALL TO BE
DEMOLISHED
PARTITION OR
WALL TO REMAIN
DOOR, FRAME AND
HARDWARE TO BE
DEMOLISHED
DOOR, FRAME AND
HARDWARE TO
REMAIN
EXISTING
GRIDLINE
NEW GRIDLINE
NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN
Revised 08-23-2016
A
DE01 KEYNOTE
ALL DASHED LINES INDICATE AN ITEM
TO BE REMOVED, UNLESS NOTED OTHERWISE
101
PR1
101B
101A
8'-0"
M100
OFFICE
100'-0"
FLOOR PLAN SYMBOLS LEGEND
WALL
EXISTING
WALL TO
REMAIN
EQUIPMENT
NUMBER
WORKING POINT
INTERIOR SECTION
REFERENCE TAG
EXTERIOR
SECTION
REFERENCE TAG
EXTERIOR
ELEVATION
REFERENCE TAG
INTERIOR
ELEVATION
REFERENCE TAG
PLAN
DETAIL
REFERENCE
TAG
KEYNOTE
GROMMET
REVISION
TAG
CENTERLINE
NEW GRIDLINE
REVISION
CLOUD
FLOOR
ELEVATION
ROOM NAME
AND NUMBER
EXTENDED
DIMENSION
LINE, NOMINAL
DIMENSION LINE
NOMINAL
INTERIOR
BORROWED
LIGHT
EXISTING DOOR
AND FRAME TO
REMAIN
DOOR
WALL TAGA3
D
A
A
5101A
6051A 2A
620
1A
500
1A
500
1A
8'-0"
FL01
CL
EXISTING
GRIDLINE
Revised 08-23-2016
FLOOR AND ENLARGED PLAN KEYED NOTES
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN OR BID PACK
FL01 ACCESSIBLE FUME HOOD, SINK, OR WORKSTATION.
FL02 SLOTTED METAL CHANNEL FRAMING, SEE REFLECTED CEILING PLANS FOR
LOCATIONS. INCLUDE WEIGHT CAPACITY PER LINEAR FOOT IN SUBMITTAL
FL03 LASER IN USE SIGN AND LIGHT, SEE ELECTRICAL
FL04 SNORKEL EXHAUST, SEE MECHANICAL
FL05 NOT USED
FL08 FIRE DEPARTMENT CONNECTION, SEE DESIGN-BUILD FIRE SUPPRESSION
FL06 2" CONSTRUCTION EXPANSION JOINT
FL07 PROVIDE RECESSED SHELVING, SEE ELEVATION FOR MORE
INFORMATION.
FL09 BRANDING / GRAPHICS BY OWNER
9'-0" AFF
ACT
REFLECTED CEILING PLAN SYMBOLS LEGEND
GPBD
CEILING /
SOFFIT
ACT CEILING
SYSTEM
EXISTING ACT
CEILING
SYSTEM
ACCESS PANEL
CEILING
ELEVATION
AND FINISH
MECHANICAL
SUPPLY GRILLE
MECHANICAL
RETURN GRILLE
RECESSED
LIGHT
FIXTURE
PENDANT STRIP
LIGHT FIXTURE
PENDANT STRIP
LIGHT FIXTURE
1' X 4'
LIGHT
FIXTURE
2' X 2'
LIGHT
FIXTURE
2' X 4'
LIGHT
FIXTURE
NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN
Revised 11-17-2016
SYMBOLS LEGEND - ROOF PLAN
KEYNOTE
NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN
PRIMARY AND OVERFLOW
ROOF DRAINS
+4" INSULATION THICKNESS
FLAT STRUCTURE WITH TAPERED
INSULATION (1/4" PER FOOT SLOPE
UNLESS NOTED OTHERWISE)
ROOF PAVERSRP01
CONSTRUCTION LIMITS
CRICKET AT EQUIPMENT
CRICKET BETWEEN
ROOF DRAINS
EQUIPMENT PLAN GENERAL NOTES
EQUIPMENT SHOWN IS OWNER PROVIDED AND OWNER INSTALLED, FOR
REFENCE ONLY, UNLESS OTHERWISE NOTED
SEE DESIGN-BUILD MECHANICAL AND DESIGN-BUILD ELECTRICAL FOR
EQUIPMENT RELATED SERVICES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Revised
08-23-2016
FINISH PLAN GENERAL NOTES
Revised 08-23-2016
ALL LOUVERS, VENTS, GRILLES AND OTHER MISC MECHANICAL AND
ELECTRICAL DEVICES SHALL BE PAINTED TO MATCH SURFACE WHICH THEY
APPEAR, UNLESS OTHERWISE NOTED.
HM FRAMES TO BE PNT2, UNLESS NOTED OTHERWISE.
EXISTING WALLS TO RECEIVE SCHEDULED FINISHES SHALL HAVE EXISTING
FINISHES REMOVED AND SURFACES PREPARED TO RECEIVE FINISHES.
ALL FLOOR FINISHES SHALL CHANGE AT CENTERLINE OF DOOR, UNLESS NOTED
OTHERWISE.
CONTRACTOR IS RESPONSIBLE FOR MAKING SMOOTH, FLAT JOINTS BETWEEN
TRANSITIONS OF DIFFERENT FLOORING MATERIALS. FEATHER AS NEEDED
UNDER FLOORING TO CREATE FLUSH TRANSITION.
REFER TO SCHEDULE OF INTERIOR MATERIALS FOR FLOORING TRANSITION
TYPES.
REFER TO SCHEDULE OF INTERIOR MATERIALS FOR CORNER GUARD HEIGHTS.
1.
2.
3.
6.
13.
7.
14.
8.
16.
PAINT AND WOOD STAIN DRAW DOWNS MUST BE SUBMITTED AND APPROVED
BY INTERIOR DESIGNER.
9.
ALL WINDOW STOOLS TO BE SSM1, UNLESS NOTED OTHERWISE. 10.
NO RB AT MASONRY WALLS - TYPICAL, UNLESS NOTED OTHERWISE. 11.
NO RB AT STONE WALLS - TYPICAL.12.
15.
REFER TO ELEV/DETAILS FOR ADDITIONAL CASEWORK AND FINISH NOTES.5.
ALL COUNTERTOPS AND CASEWORK TO BE LAB CASEWORK, UNLESS NOTED
OTHERWISE. REFER TO SHEET 600 AND SPEC FOR MORE INFORMATION.
17.
WHEN MORE THAN ONE FINISH IS LISTED IN A ROOM FINISH TAG THE FIRST
FINISH LISTED IS THE PRIMARY FINISH. OTHER FINISHES LISTED ARE
SPECIFICALLY CALLED OUT AND ARE SHOWN IN ELEVATION.
4.
INSTALL WOOD AND GRAPHIC FILM WITH GRAIN VERTICAL, UNLESS NOTED
OTHERWISE.
REFER TO RCP PLANS AND NOTES FOR ALL CEILING FINISHES.
MAINTAIN RED BRICK MASONRY IN INTERIOR LOCATIONS WHERE POSSIBLE.
18.WHERE CASEWORK IS OPEN BELOW CONTINUE SCHEDULE FLOOR AND BASE.
REFLECTED CEILING PLAN GENERAL NOTES
GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT
SUPPORT REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT
SUPPLIER AND OWNER, PRIOR TO INSTALLATION.
ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS,
SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT/ACB
PANELS, GPBD SOFFITS AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED
OTHERWISE. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.
FINISHED GPBD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS
OF WALL CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE.
COORDINATE CABINET DIMENSIONS WITH SUPPLIER. GPBD FASCIA/SOFFIT
DETAILS ARE REFERENCED FROM THE REFLECTED CEILING PLAN.
SEE DESIGN-BUILD MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND
LOCATIONS. CENTER ALL HEADS IN ACT OR ACB UNLESS NOTED OTHERWISE.
AT REMODELING WORK IN EXISTING ACT SUSPENSION SYSTEM, REMOVE
EXISTING PANELS, CUT AS REQUIRED FOR CONSTRUCTION AND RE-INSTALL.
REPLACE ALL DAMAGED AND EXTREMELY SOILED PANELS WITH ACT TO MATCH
EXISTING.
ALL GPBD CEILINGS AND SOFFITS TO BE PNT3, UNLESS NOTED OTHERWISE.
Revised
08-23-2016
1.
2.
3.
4.
5.
6.
FINISH PLAN KEYED NOTES
FN01 WALL FINISHES VARY, SEE ELEVATIONS FOR FURTHER INFORMATION.
FN02 NO WORK IN THIS AREA, EXISTING FINISHES TO REMAIN.
FN03 PATCH TO MATCH EXISTING FINISHES AS DISTURBED BY CONSTRUCTION.
FN04 PROVIDE WT2, FULL HEIGHT, FULL WIDTH OF EACH WINDOW.
FN05 APPLY GF1 TO INTERIOR SIDE OF GLAZING. FULL HEIGHT, FULL WIDTH OF
GLAZING.
FN06 BASE TO MATCH EXISTING BASE OF ROOM.
FN07 MATCH ADJACENT ROOM FINISHES.
FN08 REPLACE EXISTING WINDOW STOOL WITH EPOXY STOOL TO MATCH LAB
CASEWORK COUNTERTOP.
FN09 EXISTING DOOR PANEL AND FRAME TO BE PAINTED PNT1.
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN OR BID PACK
FN10 EXISTING WINDOW TREATMENTS TO REMAIN. COORDINATE WITH OWNER.
REFLECTED CEILING PLAN KEYED NOTES
RC01 EXPOSED STRUCTURE AND MEP COMPONENTS, PNT3
RC02 EXPOSED STRUCTURE. NO FINISH REQUIRED
RC03 METAL RECESS FOR RETRACTABLE ELECTRICAL CORD REEL, SEE
RC04 RETRACTABLE ELECTRICAL CORD REEL, SURFACE MOUNTED TO STRUCTURE
ABOVE, SEE ELECTRICAL
RC05 SLOTTED METAL CHANNEL FRAMING, VISIBLE IN ROOM, 2" CLEAR BELOW
CEILING, THROUGH CEILING TO STRUCTURE ABOVE - INCLUDE WEIGHT
CAPACITY PER LINEAR FOOT IN SUBMITTAL
RC06 BLACKOUT CURTAIN ON TRACK
RC07 SNORKEL EXHAUST DROP, SEE MECHANICAL
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN OR BID PACK
/1H 640
ROOF DEMOLITION AND PLAN KEYED NOTES
RP04 ROOF TYPE EPDM-1A, SEE ROOF TYPES.
RP05 ROOF TYPE EPDM-1B, SEE ROOF TYPES.
RP02 PROVIDE CONCRETE CURB AT PENETRATIONS THROUGH CONCRETE PLANK
RP06 SCREEN WALL ON STRUCTURAL STEEL
RP01 DEMOLISH ROOFING AND CONCRETE PLANK FOR DUCT PENETRATION OR AHU,
SEE MECHANICAL AND STRUCTURAL
RP03 PATCH AND REPAIR ROOF AT DUCT PENETRATION OR AHU, SEE MECHANICAL
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN OR BID PACK
CG
FINISH SYMBOLS LEGEND & ABBREVIATIONS
MATERIAL
CHANGE
LOCATION
MATERIAL
INSTALL
DIRECTION
ACCENT WALL
FINISH
KEYNOTE
PNT
VCTCPT
FLOOR FINISH(ES)
BASE FINISH
WALL FINISH(ES)
WALL
PROTECTION
CORNER GUARD
ROOM NUMBER
FN01
Revised 08-23-2016
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic fileprovided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHELUNIVERSITY
SciencesRenovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 7
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
200.1CW
CIVIL WATERSHEDPLAN
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic file
provided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITYSciences
Renovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 70
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
CIVIL DETAILS
200.1DT
NOT FO
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic file
provided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITYSciences
Renovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 70
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
CIVIL DEMOLITIONPLAN
200CD
NOT FO
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H
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.
Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic file
provided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITY
SciencesRenovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 70
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
200CG
CIVIL GRADINGPLAN
NOT FO
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E
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1 2 3 4 5 6 7
H
G
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E
D
7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file or
may be printed from an electronic fileprovided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITY
SciencesRenovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 7
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
200CP
CIVIL PAVINGPLAN
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
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Sheet Title
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This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic fileprovided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documents
on file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHELUNIVERSITY
Sciences
Renovation andAddition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 70
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
200CU
CIVIL UTILITY PLAN
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic fileprovided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHELUNIVERSITY
SciencesRenovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 7
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
200CW
CIVIL WATERSHEDPLAN
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7654321
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may bea Reduced Copy.
The bar above is 1" long on a Full Size Sheet.Drawing Scales apply to Full Size Sheets.
This document may be an electronic file ormay be printed from an electronic file
provided to the user. It is the soleresponsibility of the user to ensure that thecontent and quality is consistent with thecontent and quality of the original documentson file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITYSciences
Renovation and
Addition
Keyplan
REG3.2017077.04
2019-03-27
Joel W. Maier
19181
SCHEMATIC DESIGN ISSUE 01/05/2018
SCHEMATIC DESIGN - REV 1 06/18/2018
DD ISSUE 10/17/2018
PRICING SET 02/20/2019
RCWD SUBMITTAL 03/01/2019
BP-01 03/27/2019
www.bkbm.com
6120 Earle Brown Drive, Suite 70
Minneapolis, MN 55430
Phone: (763) 843-0420
Fax: (763) 843-0421
BKBMENGINEERS
CIVIL DETAILS
200DT
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EXTERIOR ELEVATION MATERIALS LEGEND
GLASS
SPANDREL
PANEL
EXISTING
BUILDING
NOTE: SEE SHEET 524 FOR CURTAINWALL TYPES.
METAL PANEL
LOUVER
SCREEN
BRICK METAL PANEL -
MP1
PRECAST
CONCRETE
METAL PANEL -
MP2
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
ROOF (EXISTING AC)
140'-5 1/4"
THIRD LEVEL
127'-1 1/4"
2 2.5'1.5'3.9 3'2'
ALUMINUM CURTAINWALL SYSTEM
PREFINISHED METAL COPING AT PARAPET
BUTT-GLAZED CURTAINWALL SYSTEM
FACE BRICK
FOOTINGS, SEE STRUCTURAL
BRICK LEDGE
BRICK ATTACHED TO
STRUCTURAL FRAME AT SOFFIT
0.511.2
3G
540
4G
540 1H
541
4H
541
5H
541
ROOF -ADDITION
141'-1 1/4"
2H
541
6'-0"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"9'-3"4'-3 5/8"3'-4"6'-8"3'-6 5/8"3'-4"6'-8"4'-0"2'-8"3'-4"3'-9 1/2"13'-8"4'-0"
ROOF -PENTHOUSE
152'-1 1/4"
ROOF -HEADHOUSE
143'-6"
ALUMINUM CURTAINWALL SYSTEM
1
540
FIRE DEPARTMENT CONNECTION, SEE
DESIGN-BUILD FIRE SUPPRESSION
2
620
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
THIRD LEVEL
127'-1 1/4"
ML.9
ROOF -ADDITION
141'-1 1/4"
5G
540
2'-8"4'-0"6'-8"3'-4"3'-6 5/8"6'-8"3'-4"4'-3 5/8"9'-3"5"9"ALUMINUM CURTAINWALL SYSTEM
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
ROOF (EXISTING AC)
140'-5 1/4"
THIRD LEVEL
127'-1 1/4"
CLC PARAPET
131'-0"
2G
540
1G
540
ROOF -ADDITION
141'-1 1/4"
GREENHOUSE SYSTEM
PREFINISHED METAL
COPING AT PARAPET
BRICK SHELF
FOOTINGS, SEE STRUCTURAL
ALUMINUM CURTAINWALL SYSTEM
ALUMINUM CURTAINWALL SYSTEM
BUTT-GLAZED CORNER 2'-8"4'-0"6'-8"3'-4"3'-6 5/8"6'-8"3'-4"4'-3 5/8"9'-3"4'-0"6'-0"4'-0"6'-0"3'-9 1/2"3'-4"6'-3"6'-8"3'-4"3'-6 5/8"6'-8"3'-4"3'-6 5/8"2'-10 1/2"7'-1 1/2"5'-0"5'-0"
ROOF -PENTHOUSE
152'-1 1/4"
ROOF -HEADHOUSE
143'-6"
BUTT-GLAZED CURTAINWALL SYSTEM ALTERNATE 1ALTERNATE 1
THIRD LEVEL
127'-1 1/4"
22.5'1.5'3.93'2'
CLC PARAPET
131'-0"
HEADHOUSE LEVEL
132'-11 1/4"
0.5 1 1.2
1H
541
4H
541
5H
541
ROOF -ADDITION
141'-1 1/4"
2H
541
2'-8"10'-8"3'-4"ROOF -PENTHOUSE
152'-1 1/4"
ROOF -HEADHOUSE
143'-6"
ALUMINUM CURTAINWALL SYSTEM
ALTERNATE 1ALTERNATE 1
2
620
FIRST LEVEL
100'-0"
SECOND LEVEL
113'-6 5/8"
THIRD LEVEL
127'-1 1/4"
PREFINISHED METAL COPING AT PARAPET
ALUMINUM CURTAINWALL SYSTEM
BUTT-GLAZED ALUMINUM CURTAINWALL SYSTEM
FOOTING, SEE STRUCTURAL
ALUMINUM CURTAINWALL SYSTEM
ROOF -ADDITION
141'-1 1/4"2'-3"4'-0"10'-0"3'-6 5/8"10'-0"3'-6 5/8"10'-0"ROOF -HEADHOUSE
143'-6"
2.5'
M
L.9 2'-1 1/4"6'-0"
5G
540
2.5’
M
L.9
0.5 1 W
5 '-0 "
2 '-4 "90°2 '-3 5 7 /1 2 8 "
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7654321 Copyright BWBRI hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may be
a Reduced Copy.
The bar above is 1" long on a Full Size Sheet.
Drawing Scales apply to Full Size Sheets.
N O T FO RCO N STRU CTIO N
This document may be an electronic file or
may be printed from an electronic file
provided to the user. It is the sole
responsibility of the user to ensure that the
content and quality is consistent with the
content and quality of the original documents
on file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITY
Sciences
Renovation and
Addition
Keyplan
3/28/2019 11:22:47 AMLG
EXTERIOR ELEVATIONS
510
3.2017077.14
03/27/2019
1/8" = 1'-0"510
1D ELEVATION - NORTH
1/8" = 1'-0"510
5D ELEVATION - NORTH SIDE WINDOW
1/8" = 1'-0"510
1G ELEVATION - WEST
1/8" = 1'-0"510
1H ELEVATION - SOUTH
1/8" = 1'-0"510
5G ELEVATION - SOUTH CURTAINWALL
3/4" = 1'-0"510
6D EXTERIOR WALL BRICK CW BRICK
1/4" = 1'-0"510
6G EXTERIOR WALL BRICK-CURTAIN WALL
SCHEMATIC DESIGN ISSUE 01/05/2018
DD ISSUE 10/17/2018
PRICING SET ISSUE 02/20/2019NOT FO
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7654321 Copyright BWBRI hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the laws of the State of Minnesota.
Name
Date Reg. No.
DateItem
Sheet No.
Sheet Title
Comm. No.Drawn
This Sheet may be
a Reduced Copy.
The bar above is 1" long on a Full Size Sheet.
Drawing Scales apply to Full Size Sheets.
N O T FO RCO N STRU CTIO N
This document may be an electronic file or
may be printed from an electronic file
provided to the user. It is the sole
responsibility of the user to ensure that the
content and quality is consistent with the
content and quality of the original documents
on file at BWBR.
C
B
A
Issued For
Consultants
651.222.3701
Saint Paul, MN 55102
380 St. Peter Street, Ste. 600
bwbr.com
BETHEL
UNIVERSITY
Sciences
Renovation and
Addition
Keyplan FO R REFEREN CE O N LY3/28/2019 11:23:47 AMAuthor
EXTERIOR ISOMETRICS
511
3.2017077.14
03/27/2019
511
1C EXTERIOR ISOMETRIC 01
511
4E EXTERIOR ISOMETRIC 02
511
4H EXTERIOR ISOMETRIC 04
PRICING SET ISSUE 02/20/2019
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