HomeMy WebLinkAbout03/09/2016 P&Z Packet
CITY OF LINO LAKES
PLANNING & ZONING BOARD MEETING
Wednesday, March 9, 2016
6:30 p.m.
Council Chambers
Please be courteous and turn off all electronic devices during the meeting.
AGENDA
1. CALL TO ORDER AND ROLL CALL
2. APPROVAL OF AGENDA
3. APPROVAL OF MINUTES: February 10, 2016
4. OPEN MIKE
5. ACTION ITEMS
A. PUBLIC HEARING: Rice Lake Elementary School Addition Conditional Use
Permit and Site Plan Review
6. DISCUSSION ITEMS
A. Project Updates
7. ADJOURN
Meeting guidelines on reverse side.
City of Lino Lakes Planning & Zoning Board
MEETING GUIDELINES
Open Mike – The purpose of a Board Meeting is to accomplish the business of the city.
When presenting at a meeting please remember to be respectful, and follow these
guidelines:
• Please address the meeting chair.
• State your name and address for the record.
• Please observe a 4-minute limit.
• The topic must relate to city business.
• Open Mike is for items not on the agenda.
• A spokesperson must represent a group of five or more – groups will have 8 minutes.
• The Presiding Officer may limit duplicative presentations.
• Remember, the meeting is to discuss city business only.
Public Hearing - Held as a separate item of business on the agenda. The public hearing
segment is your opportunity to tell the Board how you feel about issues scheduled to be
heard. Typically, a hearing follows these steps:
• The Presiding Officer (Chair or Vice-Chair) will announce the proposal to be reviewed and
ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all
meetings.
• Staff will present their report on the proposal.
• Board members will then ask City Staff questions about the proposal.
• The Presiding Officer will then open up the public hearing for anyone present who wishes to
comment on the proposal. This is the time for the public to make comments or ask questions
about the proposal.
Comments should be limited to four (4) minutes unless further time is granted by the
Presiding Officer. All comments should be directed to the Board as a body and not to any
individual Board Member or City Staff Member unless permission is granted by the Presiding
Officer. No person shall be permitted to enter into any discussion, either directly or through a
member of the Board without the permission of the Presiding Officer.
• After everyone in the audience wishing to speak has given his/her comments, the Presiding
Officer shall close the public hearing.
• The Board will then discuss the proposal. No further public comments are allowed.
• The Board will then make a recommendation(s) and/or a decision.
When you are called upon for your comments, please step to the microphone at the
podium and state your name and address for the record.
Occasionally, the Board may continue a hearing to another meeting before taking action.
Meeting Etiquette
The Planning & Zoning Board must preserve order and decorum while the meeting
is in session. A resident shall not, by conversation or otherwise, delay or interrupt
the proceedings or the business of the Board, nor disturb any resident or Board
Member while speaking or refuse to obey the orders of the Board.
DRAFT MINUTES
CITY OF LINO LAKES
PLANNING & ZONING BOARD MINUTES
I. CALL TO ORDER AND ROLL CALL:
Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30
p.m. on February 10, 2016.
II. APROVAL OF AGENDA
Chair Tralle added swearing in new and returning members as well as election of Chair
and Vice Chair to the agenda after Open Mike.
III. APPROVAL OF MINUTES:
October 14, 2015
Mr. Laden made a MOTION to approve the October 14, 2015 Meeting Minutes. Motion
was supported by Mr. Evenson. Motion carried 4 - 0. (Tralle and Stoesz abstained.)
January 13, 2016
Mr. Laden made a MOTION to approve the January 13, 2016 Meeting Minutes. Motion
was supported by Mr. Evenson. Motion carried 4 - 0. (Tralle and Stoesz abstained.)
IV. OPEN MIKE
Chair Tralle declared Open Mike at 6:32 p.m.
DATE : February 10, 2016
TIME STARTED : 6:30 P.M.
TIME ENDED : 7:26 P.M.
MEMBERS PRESENT : Neil Evenson, Perry Laden, Lou Masonick, Michael
Root, Paul Tralle (Chair), Dale Stoesz
MEMBERS ABSENT : Matt Kassner
STAFF PRESENT : Michael Grochala, Katie Larsen
Planning & Zoning Board
February 10, 2016
Page 2
DRAFT MINUTES
Chair Tralle thanked Michael Hyden for his 15 years of service to the Planning & Zoning
Board. Mr. Hyden’s hard work is appreciated by Chair Tralle and board members.
Mr. Laden made a MOTION to close Open Mike at 6:33 p.m. Motion was supported by
Mr. Evenson. Motion carried 5 - 0. (Tralle abstained.)
V. SWEARING IN OF BOARD MEMBERS
Mayor Jeff Reinert executed the Oath of Office to newly appointed board member Dale
Stoesz and incumbent board members Neil Evenson and Michael Root.
VI. ELECTION OF CHAIR AND VICE CHAIR
Mr. Root made a MOTION to nominate Paul Tralle for the role of Chair. Motion carried
5 - 0. (Tralle abstained.)
Mr. Laden made a MOTION to nominate Michael Root for the role of Vice Chair.
Motion carried 4 - 0. (Tralle and Root abstained.)
Paul Tralle has been appointed to the role of Chair and Michael Root has been appointed
to the role of Vice Chair.
VII. ACTION ITEMS
A. Saddle Club Second Addition Final Plat
Katie Larsen, City Planner, presented the staff report. Staff recommends approval of the
Saddle Club Second Addition final plat subject to the following conditions:
1. All comments from City Engineer letter dated February 1, 2016 shall be addressed.
2. A Development Agreement shall be drafted by the City, executed by the City and the
developer and recorded by the developer.
3. Black Berry Court shall be revised to one word, Blackberry Court.
4. Title Commitment:
a. Royal Oaks shall transfer title to Dupont Holdings before the plat is approved
and recorded.
b. The title commitment legal description shall be revised to include Outlot B
and C.
The board and staff further discussed the following topics:
• Agreements with Comcast and Marcel Eibensteiner
• Connection to Foxborough
• Lots on the Comcast site
• Utilities in phase three
Planning & Zoning Board
February 10, 2016
Page 3
DRAFT MINUTES
Marcel Eibensteiner was present at the meeting and addressed the board with updates on
the lot sales and he ensured that everything is going well with the project.
Mr. Laden made a MOTION to recommend approval of the final plat.
Motion was supported by Mr. Root. Motion carried 5 - 0. (Tralle abstained.)
VIII. DISCUSSION ITEMS
A. Industrial District Outdoor Storage Requirements
Michael Grochala, Community Development Director, presented the staff report. Staff is
looking for guidance from the board.
Input from the board included:
• Visibility from the freeway
• Duration restrictions for parked trailers
• Taking care not to control business operations
B. Project Updates
Ms. Larsen provided an update of current city projects.
IX. ADJOURNMENT
Mr. Stoesz made a MOTION to adjourn the meeting at 7:26 p.m. Motion was supported
by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained.)
Respectfully submitted,
Nicole DeDeyn
Community Development Administrative Assistant
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PLANNING & ZONING BOARD
AGENDA ITEM 5A
STAFF ORIGINATOR: Katie Larsen, City Planner
P & Z MEETING DATE: March 9, 2016
REQUEST: PUBLIC HEARING-Rice Lake Elementary School
Addition for Early Childhood Education
1. Conditional Use Permit
2. Site Plan Review
CASE NUMBER: CU2016-001
SP2016-001
APPLICANT: Centennial School District #12
4707 North Road
Circle Pines, MN 55014
OWNER: Same
REVIEW DEADLINE:
Complete Application Date: February 5, 2016
60-Day Review Deadline: April 5, 2016
120-Day Review Deadline: June 4, 2016
Environmental Board Meeting: February 24, 2016
Park Board Meeting: NA
Planning & Zoning Board Meeting: March 9, 2016
City Council Work Session: April 4, 2016
City Council Meeting: April 11, 2016
BACKGROUND
Rice Lake Elementary School is proposing a 17,064 s.f. addition on the southeast corner
of the existing building for early childhood education. The school currently houses early
childhood family education and early childhood special education; however, they are in
need of additional space. The property address is 575 Birch Street. Construction is
scheduled to start in June 2016 with substantial completion in December 2016.
The Land Use Application is for the following:
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• Conditional Use Permit (CUP) for schools (public and private)
• Site and Building Plan Review
This staff report is based on the followings plan sets:
• Property survey prepared by Sunde Land Surveying dated 9/8/15 and received by
the City on 2/5/16
• Civil plans prepared by Larson Engineering, Inc. dated 11/24/15 and received by
the City on 2/5/16
• Architectural plans prepared by Wold Architects and Engineers dated 11/2/15 and
received by the City on 2/5/16
• Geotechnical Exploration and Factual Engineering Report prepared by NTI, Inc.
dated 11/30/16 and received by the City on 2/5/16
• Stormwater Calculations prepared by Larson Engineering dated 11/3/16 and
received by the City on 2/5/16
• Lighting fixture details submitted by Nexus Solutions on 2/5/16
ANALYSIS
Zoning and Land Use
The property is zoned PSP, Public and Semi-Public and allows for schools (public and
private) with a conditional use permit.
Current Zoning PSP, Public and Semi-Public
Current Land Use Elementary school
Future Land Use per CP Civic/Institutional
Utility Staging Area 1A=2008-2015
Topography Flat
MLCCS Buildings and pavement and short grasses
with sparse tree cover on upland soils
Surrounding Zoning and Land Use
Direction Zoning Current Land Use Future Land Use
North
PSP, Public
and Semi-
Public
Anoka County
Regional Park Park and Open Space
East R-1, Single
Family Residential Low density
residential
South R-1, Single
Family Residential Low density
residential
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West R-1, Single
Family Vacant Residential Low density
residential
Conditional Use Permit
The property is zoned PSP, Public and Semi-Public and allows for schools (public and
private) with a conditional use permit. The school is considered to have an existing
conditional use permit because it was constructed prior to the July 1997 ordinance
update. Any change involving a structural enlargement of the facility requires an
amendment to the conditional use permit.
The Planning and Zoning Board shall recommend a conditional use permit and the
Council shall order the issuance of such permit only if it finds the following criteria have
been met:
1. The proposed development application has been found to be consistent with the
policies and recommendations of the Lino Lakes Comprehensive Plan including:
a. Land Use Plan.
b. Transportation Plan.
c. Utility (Sewer and Water) Plans.
d. Local Water Management Plan.
e. Capital Improvement Plan.
f. Policy Plan.
g. Natural Environment Plan.
The proposed school addition for early childhood education is consistent with the
policies and recommendations of the comprehensive plan.
2. The proposed development application is compatible with present and future land
uses of the area.
The proposed school addition for early childhood education is compatible with
present and future land uses. The property to the north is zoned PSP, Public and
Semi-Public and is guided for park and open space. The property is part of the
Anoka County Rice Creek Chain of Lakes Park Reserve. The properties to the west,
east and south are zoned and guided for single family residential development.
Single family homes exist in the surrounding neighborhood.
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3. The proposed development application conforms to performance standards herein and
other applicable City Codes.
A Site and Building Plan Review has been completed and the proposed school
addition meets zoning performance standards in regards to exterior building
materials, setbacks, landscaping and parking with the approved conditional use
permit.
4. Traffic generated by a proposed development application is within the capabilities of
the City when:
a. If the existing level of service (LOS) outside of the proposed subdivision is A
or B, traffic generated by a proposed subdivision will not degrade the level of
service more than one grade.
b. If the existing LOS outside of the proposed subdivision is C, traffic generated
by a proposed subdivision will not degrade the level of service below C.
c. If the existing LOS outside of the proposed subdivision is D, traffic generated
by a proposed subdivision will not degrade the level of service below D.
d. The existing LOS must be D or better for all streets and intersections
providing access to the subdivision. If the existing level of service is E or F,
the subdivision developer must provide, as part of the proposed project,
improvements needed to ensure a level of service D or better.
e. Existing roads and intersections providing access to the subdivision must have
the structural capacity to accommodate projected traffic from the proposed
subdivision or the developer will pay to correct any structural deficiencies.
f. The traffic generated from a proposed subdivision shall not require City street
improvements that are inconsistent with the Lino Lakes Capital Improvement
Plan. However, the City may, at its discretion, consider developer-financed
improvements to correct any street deficiencies.
g. The LOS requirements in paragraphs a. to d. above do not apply to the I-
35W/Lake Drive or I-35E/Main St. interchanges. At City discretion,
interchange impacts must be evaluated in conjunction with Anoka County and
the Minnesota Dept. of Transportation, and a plan must be prepared to
determine improvements needed to resolve deficiencies. This plan must
determine traffic generated by the subdivision project, how this traffic
contributes to the total traffic, and the time frame of the improvements. The
plan also must examine financing options, including project contribution and
cost sharing among other jurisdictions and other properties, that contribute to
traffic at the interchange.
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h. The City does not relinquish any rights of local determination.
CSAH 34/Birch Street is a “B” minor arterial road. The school is accessed via two
main driveways off of CSAH 34 and there will be no changes to these driveways. The
early childhood education program currently operates out of the existing school.
There will be no additional students or teachers increasing traffic and no impacts to
the traffic levels of service are anticipated.
5. The proposed development shall be served with adequate and safe water supply.
The site is served by a 16” ductile iron watermain located along CSAH 34/Birch
Street which can accommodate the demands of the proposed school addition.
6. The proposed development shall be served with an adequate and safe sanitary sewer
system.
The site is served by a 12” sanitary sewer line located along CSAH 34/Birch Street
which can accommodate the demands of the school addition.
7. The proposed development shall not result in the premature expenditures of City
funds on capital improvements necessary to accommodate the proposed development.
No City funds are being expended on this project.
8. The proposed development will not involve uses, activities, processes, materials,
equipment and conditions of operation that will be detrimental to any persons,
property, or the general welfare because of excessive production of traffic, noise,
smoke, fumes, glare, or odors.
The proposed school addition for early childhood education is an allowed use within
the PSP, Public and Semi-Public District with an approved conditional use permit.
The addition will not generate excessive traffic, noise, smoke, fumes, glare or odors.
9. The proposed development will not result in the destruction, loss, or damage of a
natural, scenic or historic feature of major importance.
There are no natural, scenic or historic features on the existing site.
Specific Conditional Use Permit (CUP) Requirements
In addition to the administrative requirements of a conditional use permit, the following
specific performance standards of Section 1007.130 (8)(a) must also be met:
1. Side yards shall be double that required for the district, but no greater than thirty (30)
feet.
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The standard side yard setback is 10 feet so a 20 foot setback is required. The proposed
school addition is 500+ feet from the east property line.
2. Adequate screening from abutting residential uses and landscaping is provided in
compliance with §1007.043 (17) of this Ordinance.
The proposed school addition is more than 400 feet from the nearest residential property.
No screening is required.
3. Adequate off-street parking and access is provided on the site or on lots directly
abutting or directly across a public street or alley to the principal use in compliance
with §1007.044 of this Ordinance and that such parking is adequately screened and
landscaped from surrounding and abutting residential uses in compliance with
§1007.043 (17) this Ordinance.
The 200 existing parking stalls located off-street exceed the required 143 parking stalls
and will adequately serve the existing school and addition.
4. Adequate off-street loading and service entrances are provided and regulated where
applicable by §1007.045 of this Ordinance.
There is no off-street loading associated with the proposed school addition.
5. The provisions of §1007.016 of this Ordinance are considered and determined to be
satisfied.
The provisions of 1007.016 are satisfied as noted above in this staff report.
Site and Building Plan Review
Site Plan
The Site Plan Review Worksheet found in Attachment #6 provides detailed information
regarding the site plan review. The proposed school addition meets the performance
standards of the zoning ordinance with some minor revisions required.
One component of the project is the reduced width of the existing driveway in front of the
addition from 28 feet to 21 feet. The proposed width is adequate for temporary drop-off
parking and drive lane. No parking shall be allowed within 30 feet of the east entrance or
along the south side of the driveway.
Grading Plan and Stormwater Management
This project proposes to construct a total of 26,000± s.f. of new impervious surface area.
The site will drain to an existing on-site BMP raingarden located on the northeast corner
of the building. The raingarden located in the northwest corner of the site will be
7
expanded to manage and treat the increased stormwater run-off. RCWD has reviewed the
stormwater management plan and erosion and sediment control plan and issued a
CAPROC for Permit #15-094.
A stormwater maintenance agreement shall be required.
Public Utilities
The site is served by a 16” ductile iron watermain and 12” sanitary sewer line located
along CSAH 34/Birch Street which can accommodate the demands of the proposed
school addition.
Landscaping and Tree Preservation Plan
The school was built in 1992 prior to the regulations of the current landscape ordinance.
Existing landscaping consists of grass, trees and landscaped rain gardens. The new
addition will match existing landscaping conditions and additional canopy cover,
foundation landscaping and open area landscaping will not be required.
Seven trees will be removed and two existing trees have already been relocated on site.
Grass will be planted between the addition and sidewalk similar to existing building.
Rain gardens will be planted with appropriate materials and landscaping.
Seven replacement trees are required and shall be shown on the landscape plan.
Irrigation is required for all grass and landscaped areas.
Architectural Plans and Exterior Building Materials
The addition meets the building type and construction for institutional facilities. Exterior
materials include varying earth tone brick colors, prefinished aluminum coping and
decorative glazed block, all similar to the existing building.
Signage
Any new monument or wall signage shall require a separate sign permit application.
Impervious Surface Coverage
Pre-Development Post-Development
Impervious 7.39 acres (13.6%) 7.74 acres (14.3%)
Pervious 46.78 acres (86.4%) 46.43 acres (85.7%)
TOTAL 54.17 acres 54.17 acres
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A portion of the property is in the shoreland district of Rice Lake. The maximum
allowed impervious surface is 60%. The existing school plus the addition are proposed at
14.3% impervious.
Public Land Dedication
No cash in lieu of land dedication shall be required with the addition.
Comprehensive Plan
Resource Management System
The Resource Management System Plan goal of preserving surface water quality is
supported by the implementation of stormwater management BMP raingarden.
Land Use Plan
The Comprehensive Plan guides this property for civic/institutional use. The proposed
school addition is consistent with the designated land use.
Housing Plan
The goals and policies of Housing Plan are not negatively impacted by the school
addition.
Transportation Plan
Goals of the Transportation Plan are to ensure that street and roads are as safe as possible
and to reduce unnecessary traffic. CSAH 34/Birch Street is a “B” minor arterial road.
The school is accessed via two main driveways off of CSAH 34 and there will be no
changes to these driveways. The early childhood education program currently operates
out of the existing school. There will be no additional students or teachers increasing
traffic and no impacts to the traffic levels of service are anticipated.
Regional and local trails exist throughout the school property and no changes will be
made to those.
Sanitary Sewer and Water Supply Plan
The site is served by a 16” ductile iron watermain and 12” sanitary sewer line located
along CSAH 34/Birch Street which can accommodate the demands of the proposed
school addition.
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Community Facilities
One goal of the Community Facilities Plan is to maintain first-class education for
children of Lino Lake and provide learning opportunities for residents of all ages. The
addition is for Early Childhood Family Education and Early Childhood Special
Education.
Wetlands
There are wetlands within the stormwater ponds located to the east of the site. Per
RCWD CAPROC, the project does not propose any wetland impacts.
Floodplain
There is Zone A floodplain along the east side of the site but there are no impacts.
Stormwater Maintenance Agreement
A Stormwater Maintenance Agreement is required.
Site Improvement Performance Agreement
A Site Improvement Performance Agreement is required.
RECOMMENDATION
Staff recommends approval of the conditional use permit and site plan review with the
following conditions:
1. All comments from the City Engineer letter dated March 3, 2016 shall be
addressed.
2. All comments from the Environmental Coordinator dated February 29, 2016 shall
be addressed.
3. All comments from the Anoka County Highway Department letter dated (to be
provided) shall be addressed.
4. A Stormwater Maintenance Agreement shall be required.
5. A Site Improvement Performance Agreement shall be required.
6. A separate Sign Permit shall be submitted to the City for review and approval.
7. Site Plan Review Worksheet:
a. Location and screening of mechanical equipment shall be provided.
8. Sheet C2-Paving Plan:
a. “No Parking” signs shall be installed along the south side of the driveway
in front of the addition.
b. “No Parking” signs shall be installed along the north side of the driveway
30 feet from the east entrance.
c. “Drop Off Only” only signs shall be along the north side of the driveway.
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9. Sheet C4-Utility Plan:
a. Watermain shall be located and shown on plan sheet.
10. Sheet L1-Landscape Plan
a. Sod shall be shown between the new addition and sidewalk.
b. Irrigation plan shall indicate irrigation in sod area between new addition
and sidewalk.
c. Location and species of 7 replacement trees shall be shown.
11. Sheet A-Overall Site Plan
a. Actual parking stall calculations shall be shown on plan sheet.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. City Engineer letter dated March 3, 2016
4. Environmental Coordinator letter dated February 29, 2016
5. Anoka County Highway Department letter dated (to be provided)
6. Site Plan Review Worksheet
7. Excerpts of the Plan Set
0 2,000 4,0001,000
Feet
IJ49
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BIRCH STBIRCH STLAKE DRLAKE DRHHOODDGGSSOONNRRDDRICE CT
RICE CT
LINDA LALINDA LAEGRET LAEGRET LA S IO U X L ASIOUX L A
HOLLOW LAHOLLOW LAW A R E R DWARE R D
LAKOTA TRLAKOTA TRF
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AGLENVIEW LAGLENVIEW LAS GLEN TRS GLEN TRLINDA AVELINDA AVE FOX RDFOX RDSUNRISE AVESUNRISE AVELINDEN LALINDEN LAHHOOKKAAHHDDRRBLA
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HHOOLLLLYYCCTTPHEASANT RUN SPHEASANT RUN SOLD BIRCH STOLD BIRCH STWWSSHHAADDOOWWLLAAKKEEDDRR12TH AVE S12TH AVE SLAKEVIEW DRLAKEVIEW DRWOODRIDGE LAWOODRIDGE LA WARE RDWARE RD22NNDDAAVVEEH A W T H O R N R DHAWTHORN R D
HOLLY DRHOLLY DR62ND ST62ND STRICECREEKBALDWIN LAKEOHWL 883.1100-yr 886.1
WARDSLAKERESHANAU LAKEOHWL 883.5100-yr 886.0
RICE LAKEOHWL 883.1100-yr 886.0
CENTERVILLELAKE OHWL 885.0100-yr 886.3
CEDARLAKE OHWL892.9
Lino Lakes
Site Location Map µ
Rice Lake Elementary School
0 200 400100
FeetVAUGHAN COURTVAUGHAN COURTTOMAHAWK TRTOMAHAWK TRW SHADOW LAKE DRW SHADOW LAKE DRW SHADOW LAKE DRW SHADOW LAKE DR
641641
64986498
509509
575575
600600
6016016495649564986498
638638
64996499
Aerial MapRice Lake Elementary School µ
0 100 20050
Feet
575575
638638
Aerial MapRice Lake Elementary School µ
Addition
engineering planning environmental construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
St. Cloud Minneapolis St. Paul
Equal Opportunity Employer
wsbeng.com S:\Community Development\Projects\Planning Cases\Rice Lake Elementary Addition-575 Birch Street\Staff Reports\20160309 PZ\3 20160303 EngReview LL-Rice Lake Elementary II.docx
Memorandum
To: Katie Larsen, City Planner
From: Diane Hankee PE, City Engineer
Date: March 3, 2016
Re: Rice Creek Elementary School
Plan Review
WSB Project No.
We have reviewed the submittal documents for the Conditional Use Permit Application for Rice
Lake Elementary Improvements in Lino Lakes, MN prepared by Sunde Land Surveying dated
November 02, 2015.
Based on our review, we offer the following comments that should be addressed by the
applicant:
GRADING, EROSION AND SEDIMENT CONTROL
1. Erosion control BMP’s must be in place prior to demolition
2. Restoration between new addition and new sidewalk not specified
3. No sheet C5 in plan set. (construction details)
STORMWATER MANAGEMENT
1. Stormwater maintenance agreement needed
FLOODPLAIN
1. None
WETLANDS
1. No wetlands shown/impacted by development
ENVIRONMENTAL
1. No concerns
Ms. Katie Larsen
March 3, 2016
Page 2
S:\Community Development\Projects\Planning Cases\Rice Lake Elementary Addition-575 Birch Street\Staff Reports\20160309 PZ\3 20160303 EngReview LL-R
WATER SYSTEM
1. Locate and show existing watermain on plans
SANITARY SEWER SYSTEM
1. Show rim/invert elevations on cleanouts
2. 5’ minimum bury on non-insulated sanitary sewer
3. MCES SAC determination needed
STORM SEWER SYSTEM
1. Detail needed for drain tile on the rear building line of addition
TRANSPORTATION
1. One way directional signing/striping required at drop off entrance
SITE IMPROVEMENT PERFORMANCEAGREEMENT
1. Provide construction costs for grading, utilities, curb and gutter, pavement, sidewalk,
trails, lighting and landscaping.
PERMITS
1. RCWD CAPROC obtained, permit needed
2. NPDES permit needed
3. Lino Lakes grading and stormwater permit needed.
If you or the applicant has any questions regarding these comments, please contact Diane
Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us.
Page 1
Memo
To: Katie Larsen
From: Marty Asleson
Date: 2/29/16
Re: Rice Lake Elementary Addition-575 Birch Street/Conditional Use Permit/Site
Plan Review/Recommendations of the Lino Lakes Environmental Board.
The Lino Lakes Environmental Board met on February 17, 2016 and made the
following recommendations concerning the Rice Lake Elementary Addition:
• Sod is proposed for the pervious area groundcover around the building. The
sod area must be irrigated.
• There are 7 trees proposed for removal. Replace these trees with a species
of tree acceptable to the city. Suggested new tree planting site in the green
area to the South and East of the site.
• Remove Honeysuckle from the planting plan.
• A stormwater management plan must be submitted and accepted by the city.
Particular attention should be paid to preventing construction site pollution of
Rice Lake.
• A snow removal plan must be submitted that keeps snow removal stockpiles
out of the rain gardens. Right now the raingarden on the East side is filled
with snow/parking lot soil and sand.
• A path should be provided on the east raingarden. Right now softball players
in the summer and children coming in from recess walk right through the
existing raingarden compacting the soil and ruining the plants.
Environmental
Page 2
• A joint stormwater maintenance agreement must be executed by the Rice
Creek Watershed and the City of Lino Lakes for the rain garden/infiltration
pond. Informational signage should be provided around the pond.
• An Anoka County Soil Water Conservation District “clean-out structure”
should be placed on each raingarden area.
• Educational signs should be placed around the rain gardens
3/4/2016 1 6 Site Plan Worksheet-Rice Lake Elementary.xlsx
SITE PLAN REVIEW
WORKSHEET
PROJECT: Rice Lake Elementary School Addition DATE: February 10, 2016
REVISED:
Planning & Zoning Board Date:March 9, 2016
City Council Date:April 11, 2016 To be addressed by applicant
ZONING/LAND USE
NOTES:
Zoning District PSP Public and Semi-Public
Future Land Use Plan Civic/Institutional
Sewered or Unsewered Lot Sewered
CUP required?Yes
Comprehensive Plan Amendment?No
Rezoning required?No
Variance required?No
Required Proposed
Lot size (sq. ft)20,000 54.17 acres
Lot width (ft.)100 1,500
3/4/2016 2 6 Site Plan Worksheet-Rice Lake Elementary.xlsx
Setbacks-Street Required Proposed
Principal Building-Local Street --
Principal Building-Collector/Arterial Street 50 260+
Parking Lot 15 40+
Setbacks-East Side Yard Required Proposed
Principal Building 20 500+Side yards are required to be doubled per CUP (10 ft to 20 ft)
Accessory Building 10 NA Note: There are no changes in setback along the west side of the building.
Parking Lot/Driveway 10 500+
Required Proposed
From Residential District NA NA
Between Principal Buildings NA NA
Required Proposed
Height 45' max 15 ft
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Shoreland district?Yes Shoreland of Rice Lake
OHWL?883.1 The existing school and proposed addition are 500+ feet from the OHWL.
Impervious surface restrictions Required Proposed
60% max 14.30%60% per Shoreland District Ordinance
GENERAL PROVISIONS
Conforming use Yes
Conforming structure Yes
Buildable area Yes
Building Type and Construction Institutional Exterior materials to match existing building
Brick, glass, prefinished aluminum coping, decorative glazed block
All sides of the principal and accessory
structures are to have essentially the same or
a coordinated harmonious finish treatment NA No new accessory structures proposed
Stucco or EIFS shall constitute no more than
30% of the primary, front building elevation.OK 90% brick, 3% prefinished aluminum, 7% glass and decorative glazed block
Stucco or EIFS shall constitutue no more than
60% of any side or rear elevation. OK West Elevation=87% brick, 3% prefinished aluminum, 10% glass and glazed block
OK East Elevation=91% brick, 2% prefinished aluminum, 7% glass and glazed block
Stucco or EIFS shall not extend closer than
three (3) feet to the ground plane.NA
Buildings shall have a well-defined base,
middle and top. Yes Dark brick 3ft high base with light brick accent transitioning to medium color brick mid
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Earth tone colors of exterior materials shall be
required. Yes Earth tone brown and red brick colors
10% of the building facade may contain
contrasting colors. Contrasting colors shall
be those colors not defined as earth tones.NA
Outside storage NA
Mechanical equipment screened No Submit revised plans showing screening of rooftop mechanical equipment
Accessory buildings or structures Required Proposed
Number of structures NA NA
Size NA NA
Refuse and recylable materials enclosure Existing
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Outdoor lighting
1.0 ft candle allowance onto right of way OK Sheet PE1 indicates no foot candles exceeding 1.0 onto right-of-way
0.4 ft candle allowance onto adjacent prop.OK Sheet PE1 indicates no foot candles exceeding 0.4 onto adjacent property
Hooded lights Yes Downlit, hooded lights
Required Proposed
Height 30 ft max.30 2 existing 30 ft light poles are being relocated on site
Location Required Proposed
Street ROW 10 ft 200+ ft
Side or rear 5 ft 500+ ft
Smoke, Dust, Odors, Noise Minimal Typical construction activities.
Sewage Disposal (on-site)NA
Waste material Yes Typical construction waste material will be propertly disposed of.
Bulk storage (liquid)No
Radiation emission No
Electrical emission No
Exterior storage No
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LANDSCAPING 7 trees are being removed. 2 trees are being relocated.
7 replacement trees are required on site.
Canopy Cover Standards Vehicular Hardscape (sf) x Canopy Cover Percent = Required Minimum Canopy Cover (sf)
Not applicable.VH (sf)x 40%=0 Min. Canopy Cover (sf)
Proposed Canopy Cover (sf)
0 OVER/UNDER REQUIREMENTS (sf)
Foundation Landscape Standards
Not applicable.LF of Building Per Code Required Proposed Over (+) /
(Large)(Large)(Large)Short (-)
Location Total LF Per 100 LF Trees Shrubs Trees Shrubs Trees Shrubs Trees Shrubs
Front (Main St)
Front (Otter Lake)
Side
Rear (Private Drive)
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Open Areas Landscape Standards Per Code Required Proposed
Not applicable.Open Area (Large)(Large)(Large)
Total SF Per 2,000 SF Trees Shrubs Trees Shrubs Trees Shrubs
0 0 1 3 0 0 NA NA
Buffer and Screen Standards Required Proposed Height and Material
Btn parking lot and public ROW 30" height NA
Btn residential uses and arterial/collector 6 feet NA
Btn adjacent less intense, residential uses 6 feet NA. The addtion is more than 500 feet from the closest residential property.
Btn loading/service area and public view 6 feet NA
Outdoor Storage Yards 8 feet NA
Double row w/ triangular spacing NA
Combination of large, medium and/or
small trees along screen NA
Berms shall be irrigated, 3:1 slope, 4" topsoil NA
Permanent walls shall be offset NA
Wall/fence materials NA
Boulevard Tree Standards NA
Irrigation Required Irrigation is required for all grass and landscaped areas. Revised plan is required.
Tree Preservation & Mitigation Standards
Tree survey NA 7 trees will be removed and 2 trees have already been relocated on site.
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Tree preservation plan NA
Performance security required NA
Fences NA
Parking Required Proposed
Angle of parking -NA No new parking is being added.
Stall Width & Length 9 x 18 NA
Curb length per car 10' 5"NA
Stall Depth Wall to Aisle 21' 0"NA
Stall Depth Interlock to Aisle 19' 10"NA
Aisle Width One Way 12' 0"21'Existing driveway in front of addition will be reduced to one-way drive aisle.
Aisle Width Two Way 22' 0"NA
Curb cut access 30 feet from intersection NA No changes to existing curb cuts are proposed.
Curb cut access 40 feet from one another NA
Curb cut and driveway 5 feet from side yard NA
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Required Proposed
Curb cut width 36 feet max.NA No changes to curb cuts are proposed.
Grade elevation 5%NA
Striping 4" wide 4"NA
Continuous concrete perimeter curb barrier Yes
Six (6)+ stalls adjacent to street or residential
requires berm, wall or fence Existing
Parking lot landscaping Existing
Six (6)+ stalls requires landscaping Existing
Commercial uses with 50+ stalls
require islands 100 s.f. per 25 stalls
Required Proposed
# stall requirements 143 200 1 space for each classroom plus 1 additional space for each 300 students
# handicap stall requirements --plus 1 space for each employee + 1 space for each 4 seats in auditorium
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Calculations shall be shown on Sheet A
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SPECIAL REVIEW REGULATIONS
Shoreland District Yes Shoreland district of Rice Lake.
Floodplain District Yes Floodplain exists on the east side of the driveway but does not affect addition.
RCWD or VLAWMO?RCWD Permit Application #15-094; CAPROC received 12/9/15
Town Center Design & Development Guide NA
Industrial Park Covenants NA
Signage Permit required A Sign Permit Applicatin is required for any new monument or wall signs.
EAW/AUAR COMPLIANCE
Does an EAW/AUAR exist?No
Is an EAW/AUAR required?No
Is project in compliance?NA
Does EAU/AUAR need to be revised?NA
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ADDITIONAL NOTES
Canopy Cover
VH=Vehicle Hardscape Edge
Insert # of Trees in Green Sections
Planting Location
Interior
parking lot
islands 0' < 7' of VH 7'-12' from VH
TOTAL
VALUE
(SF)
Assigned Canopy Coverage Value 100%50%25%
SF of Canopy Coverage Assigned to each tree
a. Large Tree 950 600 300
ENTER # OF TREES
Value=0 0 0 0
b. Large Tree in island of 3 or more
trees 1,200
ENTER # OF TREES 0 0 0
Value=0 0 0 0
c. Medium Tree 500 250 125
ENTER # OF TREES 0 0 0
Value=0 0 0 0
d. Existing Tree (6"-12" dbh)1,900 950 NA
ENTER # OF TREES 0 0 NA
Value=0 0 NA 0
e. Existing Tree (12+" dbh)2,850 1,425 NA
ENTER # OF TREES 0 0 NA
Value=0 0 NA 0
TOTAL CANOPY COVERAGE =0
Foundation Landscape
Insert Data
LF of Building Per Code Required Proposed Over (+) /
(Large)(Large)(Large)Short (-)
Location Total LF Per 100 LF Trees Shrubs Trees Shrubs Trees Shrubs Trees Shrubs
Front (XXX)0 2 6 0 0 0 0 0 0
Public/Private Drive 0 2 6 0 0 0 0 0 0
Proposed
FRONT (XXXX)Small Medium Large
TOTAL
LARGE Substitute:
Trees 1 Large Tree = 1.5 Medium or 2 Small Trees
Equates to # Large Trees 0 0 0 0 1 Large Shrubs = 1.5 Medium or 3 Small Shrubs
Shrubs
Equates to # Large Shrubs 0 0 0 0
Public/Private Drive Small Medium Large
TOTAL
LARGE
Trees
Equates to # Large Trees 0 0 0 0
Shrubs
Equates to # Large Shrubs 0 0 0 0
NEW BUILDING ADDITIONFFE = 900.50RAIN GARDENRAIN GARDENRELOCATEDTREESDescriptionRev.DateSheet:Sheet Title:Project #:Drawn By:Checked By:Issue Date:12156103.000JAN1.8.163524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\Rice Lake - Overall Site Plan.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comProject Title:Client:First M. Last, P.E.Date: Reg. No.:XXXXXI hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.of11AOVERALLSITE PLAN0NORTH204080RICE LAKE ELEMENTARY575 BIRCH STREETLINO LAKES, MN 55014CENTENNIAL SCHOOLSI. S. D. #124707 NORTH ROADCIRCLE PINES, MN 55014TOTAL PARKING STALL COUNT = 200TOTAL STALL COUNT REQUIREDBY CITY CODE = 143EXISTING IMPERVIOUS = 7.39 ACRESEXISTING PERVIOUS = 46.78 ACRESPROPOSED NEW IMPERVIOUS = 0.35ACRES9 TREES ARE BEING REMOVED.2 OF THOSE TREES HAVE ALREADYBEEN RELOCATED BY THE SCHOOL,THE LOCATES ARE SHOWN ON THEOVERALL SITE PLAN.
APPROXIMATE LOCATION OF IRRIGATION MAIN11112222344456899999910117112999102821212APPROXIMATE LOCATION OF IRRIGATION MAIN3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\12156103 - C1 - Demo.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH102040DRAWING NUMBERCPROJECT #12156103DATE11-2-2015DRAWING TITLEDateRevision DescriptionJANMJWCHECKED BYNABCDRLESDRAWINGSCONSTRUCTIONEREMOVE AND DISPOSE OF EXISTINGBITUMINOUS PAVEMENT SECTIONREMOVE AND DISPOSE OF EXISTINGCONCRETE PAVEMENT SECTIONSYMBOL LEGENDSAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE CURBAND GUTTER.REMOVE AND DISPOSE EXISTING TREE, STUMP, AND ALL ROOTS.REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE.REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE AND DISPOSE OF EXISTING FENCING.REMOVE AND DISPOSE OF EXISTING IRRIGATION. COORDINATERELOCATION OF IRRIGATION SYSTEM WITH OWNER'S VENDOR.REMOVE AND RELOCATE EXISTING GAS LINE. COORDINATE WITHGAS COMPANY.SPADE AND RELOCATE EXISTING TREE, NEW LOCATION WILL BEDETERMINED BY THE SCHOOL. SALVAGE MONUMENT POST ANDRELOCATE WITH TREE.REMOVE AND SALVAGE EXISTING SIGN. REINSTALL AFTERCONSTRUCTION.REMOVE AND SALVAGE EXISTING LIGHT POLE, COORDINATEWITH ELECTRICAL.REMOVE AND SALVAGE EXISTING FLAG POLE.REMOVE AND DISPOSE OF EXISTING PLANTS IN THE AREAS OFPROPOSED GRADING.12DEMOLITION PLANC1KEY NOTESDEMOLITION NOTES1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate allnecessary utility demolitions and relocations from existing utility locationsto all onsite amenities and buildings. These connections include, but arenot limited to, water, sanitary sewer, cable tv, telephone, gas, electric, sitelighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractorshall retain the services of a private utility locator to locate the privateutilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.34567891011NOT TO SCALELOCATION PLANNORTHSEE LOCATIONPLAN121
NEW BUILDING ADDITIONFFE = 900.50RAIN GARDENCONCRETESTAIRS21'9'6'18.6'10'8.4'8'ADA RAMPADA RAMPADA RAMPCURB CUT WITHCONCRETE SPILLWAYC51C51C55C56C54C52C52C52CONCRETESIDEWALKC52CONCRETESIDEWALKC52C54CONCRETECURBC53CONCRETECURBC53CONCRETECURBC53CONCRETECURBC53C51CONCRETECURBCONCRETECURBC53C53C21ONE WAY SIGNONE WAY SIGNEDGING MATERIALRAIN GARDENEDGING MATERIALNEW BUILDING ADDITIONFFE = 900.50RAIN GARDENRAIN GARDENC51C51C55C56C54C52C52C52C52C52C54C53C53C53C53C51C53C53C213524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\12156103 - C2 - Paving.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH102040DRAWING NUMBERCPROJECT #12156103DATE11-2-2015DRAWING TITLEDateRevision DescriptionJANMJWCHECKED BYNABCDRLESDRAWINGSCONSTRUCTIONENEW 4" BITUMINOUS PAVEMENT OVERNEW 8" CRUSHED AGGREGATE BASESEE DETAIL 1/C5NEW 4" CONCRETE PAVEMENT OVERNEW 6" CRUSHED AGGREGATE BASESEE DETAIL 2/C5RESTORE RAIN GARDEN WITH4" OF PLANTING TOPSOIL ANDSIMILAR IN-PLACE PLANTINGS.SYMBOL LEGENDWHERE APPLICABLE, DIMENSIONS ARE FROMBACK OF CURB TO BACK OF CURB OR BACK OFCURB TO END OF STALL LINE.PAVING PLANC2NOT TO SCALELOCATION PLANNORTHSEE LOCATIONPLANCURB CUT DETAIL1C213.5"6"6"3'EXISTING SUBGRADE SOILNEW BASEAGGREGATE6"2'TAPER ENDS 12",BOTH SIDESSECTION A-APLANR18"AABACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODSIGN2.5 LB./FT. FLANGEDCHANNEL SIGN POST(MNDOT 3401)5'SIGN DETAIL2C23' 6"111
NEW BUILDING ADDITIONFFE = 900.50900.24 TC899.74 GL900.50 C900.20898.99 TC*898.49 GL*897.87 TC*897.37 GL*897.68 TC/GL898.08 TC897.58 GL896.80 RIM897.40 RIM900.50 C900.38 TS900.08 TC899.58 GL899.60901.00 C901.00 C*900.64 C*898.26 C*900.25897.70 B*899.43 TC*898.93 GL*898.34 TC*897.84 GL*897.25 B*897.47 C*900.59 C*900.32 C*899.59 C*901.00 C*900.87 C900.61 C899.67 TC/GL900.13 TC899.63 GL898.00 BS898.18 TC897.68 GL898.50 TC898.00 GL898.43 TC897.93 GL898.44 GL899.63 TC*899.13 GL*899.35 GL899.00 GL899.18 GL897.50 C*899.38 GL899.20 GL898.61 GL899.09 TC/GL899.32 TC*898.82 GL*897.52 TC/GL897.46 C897901.00901.00898.51 TC898.01 GL899.50 C*899.10 C*CONCRETE WASHOUT STATION(LOCATION TO BE DETERMINED)INLET PROTECTION(TYP.)ROCK CONSTRUCTIONENTRANCESEDIMENTLOGSEDIMENTLOG IN FRONTOF CURB CUTRIP RAP ATSPILLWAYC59C58C59C516C511STAIRLAYOUTC57896.75896.75896.75NEW BUILDING ADDITIONFFE = 900.50C59C58C59C516C511C573524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\12156103 - C3 - Grading.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH102040DRAWING NUMBERCPROJECT #12156103DATE11-2-2015DRAWING TITLEDateRevision DescriptionJANMJWCHECKED BYNABCDRLESDRAWINGSCONSTRUCTIONEPROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETETW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSEDIMENT LOGRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATIONLEGEND1.Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit.The SWPPP shall be kept onsite at all times.2.Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning anyexcavation or demolition work at the site.3.Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporaryearth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessaryto further control erosion. All changes shall be recorded in the SWPPP.4.All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance toa point 50' into the construction zone.5.7KHWRHRIWKHVLOWIHQFHVKDOOEHWUHQFKHGLQDPLQLPXPRI´7KHWUHQFKEDFNILOOVKDOOEHFRPSDFWHGZLWKDYLEUDWRU\SODWHcompactor.6.All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices mustbe established on all down gradient perimeters before any up gradient land disturbing activities begin.7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after theconstruction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt,clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructedbase components of roads, parking lots and similar surfaces are exempt from this requirement.8.All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department ofTransportation Standard Specifications.9.All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering thestorm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection.10.In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion controlfacilities shall be backed by stabilization structure to protect those facilities from the concentrated flows.11.Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greaterthan 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP.12.All BMPs must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of thecapacity of the BMP. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. Allrepairs shall be recorded in the SWPPP.13.If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequencysufficient to minimize off-site impacts.14.All soils tracked onto pavement shall be removed daily.15.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration areaand these areas are protected from compaction due to construction equipment driving across the infiltration area.16.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters,including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place forthe stormwater.17.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris andother wastes must be disposed of properly and must comply with MPCA disposal requirements.18.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste must be in compliance with MPCA regulations.19.External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be containedand waste properly disposed of. No engine degreasing is allowed onsite.20.All liquid and solid wastes generated by concrete washout operations must be contained in a leak-proof containment facility orimpermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered animpermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concretewashout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. Asign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities.21.Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales,etc.) shall be removed from the site.22.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization.EROSION CONTROL NOTESGRADING NOTES1.Tree protection consisting of snow fence or safety fence installed at the drip line shallbe in place prior to beginning any grading or demolition work at the site.2.All elevations with an asterisk (*) shall be field verified. If elevations vary significantly,notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.5HVWRUHDOOGLVWXUEHGDUHDVZLWK´RIJRRGTXDOLW\WRSVRLODQGVRG5.All construction shall be performed in accordance with state and local standardspecifications for construction.3GRADING &EROSION CONTROL PLANC3NOT TO SCALELOCATION PLANNORTHSEE LOCATIONPLAN1
NEW BUILDING ADDITIONFFE = 900.50SANITARY SERVICECOORD. W/ MECH.INV = 894.50ROOF DRAIN, 10" PVCCOORD. W/ MECH.INV = 895.5067 LF 21" RCP @ 2.58%23 LF 10" PVC PIPE @ 1.10%CBMH 1RIM = 896.80INV = 889.60*CBMH 2RIM = 897.40INV = 894.66 (NW)INV = 891.33* (SW, NE)STMH 1RIM = 898.50INV = 895.25100 LF 4" PVC PIPE @ 1.0%48 LF 4" PVC PIPE @ 1.0%100 LF 4" PVC PIPE @ 1.0%SAN. MHRIM = 899.10INV = 892.00*COCOCO2 LF 4" PVC PIPE @ 1.0%53 LF 10" PVC PIPE @ 1.10%INV = 900.00VERIFY EXISTING WATERMAINLOCATION AND NOTIFY THEENGINEER IMMEDIATELY OFANY CONFLICTS.C513C514C510C510C510C512C513C515C513NEW BUILDING ADDITIONFFE = 900.50VERIFY EXISTING WATERMAINLOCATION AND NOTIFY THEENGINEER IMMEDIATELY OFANY CONFLICTS.C513C514C510C510C510C512C513C515C5133524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\12156103 - C4 - Utility.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH102040DRAWING NUMBERCPROJECT #12156103DATE11-2-2015DRAWING TITLEDateRevision DescriptionJANMJWCHECKED BYNABCDRLESDRAWINGSCONSTRUCTIONESTORM SEWER PIPESANITARY SEWER PIPESTORM MANHOLECURB INLETSANITARY CLEANOUTLEGENDUTILITY NOTES1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections andrelocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standardspecifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to anydemolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hoursprior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 wherelocated within 10 feet of waterlines or the building.6.All RCP pipe shown on the plans shall be MN/DOT class 3.7.0DLQWDLQDPLQLPXPRIò
RIFRYHURYHUDOOZDWHUOLQHVDQGVDQLWDU\VHZHUOLQHV,QVWDOOZDWHUOLQHV´DERYHVDQLWDU\VHZHUVZKHUHWKHVDQLWDU\VHZHUFURVVHVRYHUWKHZDWHUOLQHLQVWDOOVHZHUSLSLQJRIPDWHULDOVHTXDOWRZDWHUPDLQVWDQGDUGVIRU IHHWRQERWKVLGHVDQGPDLQWDLQ´RIseparation.8.:KHUHò
RIFRYHULVQRWSURYLGHGRYHUVDQLWDU\VHZHUDQGZDWHUOLQHVLQVWDOO´ULJLGSRO\VW\UHQHinsulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of atOHDVWSVL,QVXODWLRQVKDOOEH
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XVH´RILQVXODWLRQ9.See Project Specifications for bedding requirements.10.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depthsbetween 12' and 26', and class 52 D.I.P. for depths of 26' or more.UTILITY PLANC4NOT TO SCALELOCATION PLANNORTHSEE LOCATIONPLAN1
RBRBRBRBRBRBRBPSPSPSPSPSFSFSFSFSFSBLBLBLBLBLBFIBFIBFIBFILBLBLBLBLBLBLBBBBBBBBBEDGING MATERIALBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFIBFITTTTTTTTTTTBLBLBLBLBLBLBLBLBLBLBLBLBLNEANEANEANEANEANEANEANEANEASRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWJPWBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGTBESBESBESBESBESBESBESBESBESBESBESBESBESBESBESBESBESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBWBBESBESPBPBPBPBPBPBPBPBPBPBPBPBPBSOGSOGSOGSOGSOGSOGSOGSOGSOGSOGSOGSOGSOGSOGSOGRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBOOOOOOBFIBLTOOOORBTTTPBPBPBPBPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSBWBWBWBWBWBWBWBWBWBWPSPSPSPSPSPSPSBBBBBBBBPDPDPDPDRCRCRCRCRCRCPBLBBWBWJGJGJGJGJGWLWLWLWLWLWLWLWLWLLBLBLBLBLBPDPDPDPDPDPDPSPSPSPSPSPSPSPSPSPSPSPSRBRBRBRBRBFSPBPBPBPBPBBGEDGING MATERIALNEW BUILDING ADDITIONFFE = 900.50EDGING MATERIALEDGING MATERIAL3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2015 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2015\12156103- Rice Lake Elementary\C. Design\Drawing Files\12156103 - L1 - Landscaping.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.DRAWING NUMBERCPROJECT #12156103DATE11-2-2015DRAWING TITLEDateRevision DescriptionJANMJWCHECKED BYNABCDRLESDRAWINGSCONSTRUCTIONELEGENDLANDSCAPING NOTES1.CONTACT GOPHER STATE ONE-CALL PRIOR TO WORK.2.PROTECT ALL EXISTING UTILITIES FROM DAMAGE.3.LIMIT NON-TRACKED EQUIPMENT OVER INFILTRATION AREA.4.LOOSEN SUBSOILS AFTER EXCAVATION, PRIOR TO ADDING COMPOSTAMENDMENTS TO A DEPTH OF 12".5.REPLACE OR REPAIR ANY PRIVATE UNDERGROUND SPRINKLER LINES ORHEADS DISTURBED DURING CONSTRUCTION.6.REPAIR ALL AREAS OF DISTURBED SOD AFFECTED DURING CONSTRUCTION.7.THE PLANT TYPE SYMBOLS SHOWN ON THE PLAN SHOW THE GENERALLOCATION FOR THE PLACEMENT OF THE PLANT. THE EXACT NUMBER OFPLANTS SHALL BE DETERMINED TO PROVIDE A FULL LOOK FOR TYPICAL RAINGARDENS.3LANDSCAPE PLANL1NOT TO SCALELOCATION PLANNORTHSEE LOCATIONPLANSEE LOCATIONPLAN0NORTH51020PSRBLBSOGBWPBBBOWBPDRCBGBESWLSRNEATBLBFIFSJPWJGPREPARE SOIL IN THE ENTIRE BED8" TO 12"BEFORE PLANTING, ADD 3" TO 4"OF WELL-COMPOSTED LEAVES ANDRECYCLED YARD WASTE TO BEDAND TILL INTO TOP 6" OFPREPARED SOILCONTAINER-GROWN PLANTWITH ROOTS PULLED OUT OF BALL -COMPLETLY REMOVE CONTAINER.BALLED AND BURLAPPED PLANT REFER ALSO TOSPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALLTIES &/OR WIRES FROM TOP OF BALL.FOLD BURLAP FROM TOP OFROOT BALL DOWN INTO GROUND;SET TOP OF BALL SLIGHTLYABOVE FINISH GRADE4" DEEP MULCH (DO NOTPUT MULCH AGAINSTTHE BASE OF THE PLANT)12" TO 18" (FORLARGER SHRUBROOT BALLS,MAKE DEPTHMIN. 4" DEEPERTHAN BALL)SCARIFY ALL FACES AND BOTTOM OFEXCAVATED HOLEPREPARED SOIL FOR SHRUBSNOTES1. FOR CONTAINER-GROWN SHRUBS, USE FINGERS OR SMALLHAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYEROF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THATCIRCLE THE PERIMETER OF THE CONTAINER.2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZASPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALLAT RATES SPECIFIED BY THE MANUFACTURER.3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURINGTHE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS ASREQUIRED.4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BEPRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THEBARK.NOT TO SCALESHRUB PLANTING2L1NOT TO SCALERAIN GARDEN DETAIL1L1EXISTINGSUBGRADESOILSPLANTING SOILVARIES4" SHREDDEDHARDWOOD MULCHPROPOSED PLANTINGSPER LANDSCAPE PLANNOTE: PLANTING SOIL SHALL BE ALL CLEAN SAND AND THEN TILL IN ONE-HALF INCH OF TOPSOIL INTO THE SURFACE. PLACE IN 6"-8" LIFTS, HAND-TAMPED. SUBMIT MIX DESIGN SHOP DRAWING FOR APPROVAL.12"1111
BASEML100'-0"EC ADDITION99'-6"EC TOP OF MASONRY114'-1 3/8"EXISTING T.O. PARAPET114'-8 3/8"04.0504.0204.0504.0104.0304.0404.0904.0504.0404.0904.0504.0404.0904.0504.0504.0104.0204.0308.3008.2804.0508.3008.2804.0508.3008.2804.0508.3008.2804.0508.3008.2804.0508.3008.2804.0204.0204.0104.0504.0904.04E001-AW6W6W1W1W1W126.9726.9722.98C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.BRICK LEDGE ELEVATION: 99'-2"BRICK LEDGE ELEVATION: 98'-6"EXISTINGBUILDINGBEYOND07.38MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN: 3% PREFINISHED ALUMINIUM, 10% GLASS, 87% BRICK & GLAZED BLOCKBASEML100'-0"EC ADDITION99'-6"EC TOP OF MASONRY114'-1 3/8"EXISTING T.O. PARAPET114'-8 3/8"04.0504.0104.0304.0204.0404.0904.0504.0126.97C.J.BRICK LEDGE ELEVATION: 99'2"07.38MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN: 100% BRICK & GLAZED BLOCKBASEML100'-0"EC ADDITION99'-6"EC TOP OF MASONRY114'-1 3/8"EXISTING T.O. PARAPET114'-8 3/8"04.0504.0904.0304.0504.0104.0107.3804.0204.0504.0504.0504.0904.0504.0104.0204.0904.0504.0104.0504.0504.0504.0904.0504.0104.0904.0504.0104.0904.0504.0104.0904.0504.0104.0504.0304.0204.0108.3008.18SEE ELEVATIONB1/A6.0304.0204.0204.0208.3008.1808.3008.1808.3008.1808.3008.1808.3008.1808.3008.18W1W1W1E003-AW6W6W6W608.0308.0726.9726.9726.9710.0710.0722.98C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.BRICK LEDGE ELEVATION: 98'-6"EXISTING BUILDING BEYONDEXISTINGBUILDINGBEYONDMATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN: 3% PREFINISHED ALUMINIUM, 7% GLASS, 90% BRICK & GLAZED BLOCKBASEML100'-0"EC ADDITION99'-6"EC TOP OF MASONRY114'-1 3/8"EXISTING T.O. PARAPET114'-8 3/8"04.0904.0504.0104.0104.0504.0204.0307.3808.0308.0704.0904.0504.0104.0904.0504.0104.0904.0504.0104.0508.3008.28W6E00426.9726.97C.J.C.J.C.J.C.J.C.J.C.J.C.J.BRICK LEDGE ELEVATION: 98'-6"EXISTINGBUILDINGBEYOND22.98MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN: 2% PREFINISHED ALUMINIUM, 7% GLASS, 91% BRICK & GLAZED BLOCKBASEML100'-0"EC ADDITION99'-6"EC TOP OF MASONRY114'-1 3/8"EXISTING T.O. PARAPET114'-8 3/8"04.0504.0104.0304.0104.0404.0904.0504.0204.0508.3008.2804.0104.0404.0904.0504.0508.3008.2804.02W6W6C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.BRICK LEDGE ELEVATION: 98'-6"EXISTING BUILDINGMATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN: 1% PREFINISHED ALUMINIUM, 6% GLASS, 93% BRICK & GLAZED BLOCKBASEML100'-0"AAEC ADDITION99'-6"EC TOP OF MASONRY114'-1 3/8"04.0104.0304.0104.0404.0904.0504.02C.J.BRICK LEDGE ELEVATION: 98'-6"MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN:MATERIALS BREAKDOWN: 100% BRICK & GLAZED BLOCKB1A1B5A1D1A1F2A1F7A1F1A1F1A1MIRNKEYPLANNexus Solutions, LLCTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.2016 BUILDING ADDITIONDRAWING NUMBERCDRAWING TITLEI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.11188 ZEALAND AVENUE NORTHCHAMPLIN, MN 55316Phone: 763-201-8400Fax: 763-201-8410DRAWINGSCONSTRUCTIONCheck:Drawn:Date: Comm:CENTENNIAL PUBLIC SCHOOLS - ISD #12RICE LAKE ELEMENTARY SCHOOLPaul Aplikowski4273711/02/2015BID PACKAGE 17575 BIRCH STREETLINO LAKES, MN 55014^ÄÅÇÉCheckerAuthor11/02/2015 152131EXTERIOR ELEVATIONS -CONDITIONAL USEPERMITA1RevisionsDescription Date Num0 1/8" = 1'-0"WEST ELEVATIONB16' 12'0 1/8" = 1'-0"NORTH ENTRANCE NORTH ELEVATIONB56' 12'0 1/8" = 1'-0"SOUTH ELEVATIOND16' 12'0 1/8" = 1'-0"EAST ELEVATIONF26' 12'0 1/8" = 1'-0"NORTH ELEVATIONF76' 12'0 1/8" = 1'-0"MAIN ENTRY EAST ELEVATIONF16' 12'MATERIALS KEYMATERIALS KEYMATERIALS KEYMATERIALS KEYKEYKEYKEYKEYMATERIALMATERIALMATERIALMATERIAL04.0104.0104.0104.01 BRICK 1BRICK 1BRICK 1BRICK 104.0204.0204.0204.02 BRICK 2BRICK 2BRICK 2BRICK 204.0304.0304.0304.03 BRICK 3BRICK 3BRICK 3BRICK 304.0404.0404.0404.04 BRICK 4BRICK 4BRICK 4BRICK 404.0504.0504.0504.05 BRICK 1 SOLDIER COURSEBRICK 1 SOLDIER COURSEBRICK 1 SOLDIER COURSEBRICK 1 SOLDIER COURSE04.0904.0904.0904.09 GLAZED BLOCKGLAZED BLOCKGLAZED BLOCKGLAZED BLOCK07.3807.3807.3807.38 PREFINISHED ALUMINUM COPINGPREFINISHED ALUMINUM COPINGPREFINISHED ALUMINUM COPINGPREFINISHED ALUMINUM COPING08.0308.0308.0308.03 PREFINISHED ALUMINUM DOORPREFINISHED ALUMINUM DOORPREFINISHED ALUMINUM DOORPREFINISHED ALUMINUM DOOR08.0708.0708.0708.07 PREFINISHED ALUMINUM FRAMEPREFINISHED ALUMINUM FRAMEPREFINISHED ALUMINUM FRAMEPREFINISHED ALUMINUM FRAME08.1808.1808.1808.18 PREFINISHED SILLPREFINISHED SILLPREFINISHED SILLPREFINISHED SILL08.2808.2808.2808.28 PREFINISHED WINDOW SILLPREFINISHED WINDOW SILLPREFINISHED WINDOW SILLPREFINISHED WINDOW SILL08.3008.3008.3008.30 PREFINISHED ALUMINUM WINDOWPREFINISHED ALUMINUM WINDOWPREFINISHED ALUMINUM WINDOWPREFINISHED ALUMINUM WINDOW10.0710.0710.0710.07 PAINTED DIMENSION LETTER SIGNAGEPAINTED DIMENSION LETTER SIGNAGEPAINTED DIMENSION LETTER SIGNAGEPAINTED DIMENSION LETTER SIGNAGE22.9822.9822.9822.98 ROOF DRAIN DOWNSPOUT (SEE MECH.)ROOF DRAIN DOWNSPOUT (SEE MECH.)ROOF DRAIN DOWNSPOUT (SEE MECH.)ROOF DRAIN DOWNSPOUT (SEE MECH.)26.9726.9726.9726.97 EXTERIOR LIGHTING (SEE ELEC.)EXTERIOR LIGHTING (SEE ELEC.)EXTERIOR LIGHTING (SEE ELEC.)EXTERIOR LIGHTING (SEE ELEC.)OVERALL MATERIALS BREAKDOWN:OVERALL MATERIALS BREAKDOWN:OVERALL MATERIALS BREAKDOWN:OVERALL MATERIALS BREAKDOWN:89% BRICK (RED, TAN, AND BROWN)8.5% GLASS1.5% PERFINISHED ALUMINIUM1% GLAZED BLOCKEXTERIOR ELEVATIONKEY PLAN Copy 1
A'A'B'B'1'1'2'2'3'3'4'4'010102020303040405050606AAAABBBBCCCCDDDDEEEECLASSROOME101856 SFPARENTEDUCATIONE102846 SFOFFICEE103C117 SFOFFICEE103B117 SFWORKROOME103D287 SFCONFERENCEE103A205 SFMAIN OFFICEE103749 SFVESTIBULEE003CORRIDORE002CORRIDORE004CORRIDORE005SIBLING CAREE123382 SFLOUNGEE121295 SFASSESSMENT/SENSORYE122104 SFRESTROOME12048 SFRESTROOME11948 SFCLASSROOME105855 SFCLASSROOME107855 SFCLASSROOME108855 SFMOTOR ROOME118855 SFSTORAGEE118A106 SFRESTROOME117226 SFRESTROOME115226 SFJANITORE11633 SFRESTROOME114B48 SFELECTRICALE114A56 SFSCHOOLREADINESSE114855 SFCLASSROOME113855 SFSPEECHE11293 SFSPEECHE11193 SFSPEECHE11093 SFHOME VISITOFFICEE109411 SFSTORAGEE106186 SFCLASSROOME104853 SFCORRIDORE001CORRIDORE103EDATAE106A65 SF100'-0"100'-0"99'-6"100'-0"SQUARE FOOTAGE SUMMARY:SQUARE FOOTAGE SUMMARY:SQUARE FOOTAGE SUMMARY:SQUARE FOOTAGE SUMMARY: 17,064 GROSS SQUARE FEET - 100% 'E' OCCUPANCYCLASSROOMNKEYPLANNexus Solutions, LLCTHIS DRAWING IS PROPERTY OFNEXUS SOLUTIONS, LLC. USE OR REPRODUCTIONWITHOUT WRITTEN PERMISSION IS PROHIBITED.2016 BUILDING ADDITIONDRAWING NUMBERCDRAWING TITLEI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.PRINTED NAME:SIGNATURE:DATE: REG. NO.11188 ZEALAND AVENUE NORTHCHAMPLIN, MN 55316Phone: 763-201-8400Fax: 763-201-8410DRAWINGSCONSTRUCTIONCheck:Drawn:Date: Comm:CENTENNIAL PUBLIC SCHOOLS - ISD #12RICE LAKE ELEMENTARY SCHOOLPaul Aplikowski4273711/02/2015BID PACKAGE 17575 BIRCH STREETLINO LAKES, MN 55014^ÄÅÇÉCheckerAuthor11/02/2015 152131TYPICAL FLOOR PLANS-CONDITIONAL USEPERMITA2RevisionsDescription Date Num0 1/8" = 1'-0"MAIN LEVEL FLOOR PLAN - CONDITIONAL USE PERMITF16' 12'0 1/4" = 1'-0"TYPICAL ROOM PLAN - CONDITIONAL USE PERMITH63' 6'