HomeMy WebLinkAbout02/08/2017 P&Z PacketCITY OF LINO LAKES
PLANNING & ZONING BOARD MEETING
Wednesday, February 08, 2017
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. SWEARING IN OF BOARD MEMBERS
4. APPROVAL OF MINUTES: January 11, 2016
5. OPEN MIKE
6. RE-ELECTION OF CHAIR & VICE CHAIR
7. ACTION ITEMS
A. PUBLIC HEARING: Bald Eagle Erectors, Conditional Use Permit for Open and
Outdoor Storage
8. DISCUSSION ITEMS
A. Project Updates
9. 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.
CITY OF LINO LAKES
PLANNING & ZONING BOARD MINUTES
DATE : January 11, 2017
TIME STARTED : 6:33 P.M.
TIME ENDED : 7:15 P.M.
MEMBERS PRESENT : Dale Stoesz, Perry Laden, Paul Tralle (Chair), Neil
Evenson, Michael Root
MEMBERS ABSENT : Lou Masonick
STAFF PRESENT : Katie Larsen, Michael Grochala, Diane Hankee
I. CALL TO ORDER AND ROLL CALL:
Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:33
p.m. on January 11, 2017.
II. APROVAL OF AGENDA
The Agenda was approved as presented.
III. APPROVAL OF MINUTES:
December 14, 2016
There is a correction to the December 14, 2016 minutes. On page 2, under Action Items,
Agenda Item A, Laden is misspelled Landen.
Mr. Laden made a MOTION to approve the December 14, 2016 Meeting Minutes.
Motion was supported by Mr. Evenson. Motion carried 4 - 0. (Stoesz abstained)
IV. OPEN MIKE
Chair Tralle declared Open Mike at 6:35 p.m.
There was no one present for Open Mike.
Mr. Stoesz made a MOTION to close Open Mike at 6:36 p.m. Motion was supported by
Mr. Laden. Motion carried 5 - 0.
DRAFT MINUTES
Planning & Zoning Board
January 11, 2017
Page 2
V. ACTION ITEMS
A. PUBLIC HEARING to consider Erickson Estates Comprehensive Plan
Amendment, Rezoning and Preliminary Plat
The applicant has submitted a land use application for Comprehensive Plan Amendment,
Rezoning and Preliminary Plat. The proposed development is a 2 lot single family
residential subdivision located at the northwest quadrant of White Pine Road and
Baldwin Lake Road. The development contains one 4.38 gross acre parcel and is called
Erickson Estates.
Staff addressed questions of the board.
Mr. Laden asked about dedicating roadway easement, lot lines, setbacks and accessory
building. Staff explained when plating a new plot, dedicating right-of-way for future
roadways is done, but at this time there is no plan for an expansion of roadway. The
setback is measured from the lot line. The driveway will be coming off the improved
street. The accessory building is currently conforming to amount of allowed square
footage.
Mr. Stoesz addressed where mail boxes and garbage containers be placed. Staff explained
Lot 2 will be abutting White Pine Road and mail boxes and garbage containers will
located along it.
Chair Tralle asked about the land use to the west of the parcel, and what will happen if
they decide to build. The applicant would be responsible for extending White Pine Road,
though there is an existing house on that parcel that is service via private driveway.
Chair Tralle declared the Public Hearing open at 6:58 p.m.
The surveyor with Loucks Engineers, Paul McGinley,7200 Hemlock Lane, Maple Grove
took the podium. The developer and applicants accept the recommendations and
conditions listed in the staff report.
Mr. Stoesz made a MOTION to close the Public Hearing at 7:01 p.m. Motion was
supported by Mr. Laden. Motion carried 5-0.
Mr. Stoesz made a MOTION to recommend approval of Erickson Estates Comprehensive
Plan Amendment, Rezoning and Preliminary Plat.
Motion was supported by Mr. Root.
Motion carried 5 - 0.
DRAFT MINUTES
Planning & Zoning Board
January 11, 2017
Page 3
VI. DISCUSSION ITEMS
A. 2017 Planning & Zoning Board Meetings.
B. Katie Larsen went through the 2016 year in review.
C. Kaite Larsen and Michael Grochala discussed current City projeccts.
VII. ADJOURNMENT
Mr. Laden made a MOTION to adjourn the meeting at 7:15 p.m. Motion was supported
by Mr. Stoesz. Motion carried 5 - 0.
Respectfully submitted,
Alex McKenzie
Community Development Intern
DRAFT MINUTES
PLANNING & ZONING BOARD
AGENDA ITEM 7A
STAFF ORIGINATOR: Katie Larsen, City Planner
Alex McKenzie, Community Development Intern
P & Z MEETING DATE: February 08, 2017
REQUEST:
CASE NUMBER:
APPLICANT:
OWNER:
REVIEW DEADLINE:
PUBLIC HEARING
Conditional Use Permit for Open and Outdoor
Storage for Bald Eagle Erectors (7309 Lake Drive)
CU2017-001
SP2017-003
Bald Eagle Erectors
Attn: Dave Bice
7309 Lake Drive
Lino Lakes, MN 55014
Same
Complete Application Date:
January 12, 2017
60 -Day Review Deadline:
March 13, 2017
120 -Day Review Deadline:
May 12, 2017
Environmental Board Meeting:
February 22, 2017
Park Board Meeting:
NA
Planning & Zoning Board Meeting:
February 08, 2017
City Council Work Session:
March 06, 2017
City Council Meeting:
March 13, 2017
BACKGROUND
The applicant, Bald Eagle Erectors owns the 5.45 acre parcel located at 7309 Lake Drive.
The request is for a conditional use permit to bring the property into conformance with
the open and outside storage requirements of the, LI, Light Industrial zoning district. The
applicant primarily leases the site to Mobile Mini, a company that leases construction
trailers and outside storage bins which are stored on site. The applicant is proposing to
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pave a portion of their property for outdoor storage and stormwater management
upgrades.
The Land Use Application is for the following:
• Conditional Use Permit (CUP)
This staff report is based on the followings plan sets:
• Survey prepared by Kaskaskia Engineering Group, LLC., dated 12/06/16.
• Preliminary Plans prepared by Larson Engineering, INC., dated 01/11/17.
• RCWD Permit Application dated 01/11/17.
• Stormwater Calculation prepared by Larson Engineering, INC., dated 01/09/17.
• Land Use Agreement dated 06/17/2014.
• Project Description prepared by Pulse Land Group, INC.
• Project Cost Estimates prepared by Lametti & Sons, INC., dated 01/11/17.
• Warranty Deed dated 03/10/15.
History
The property was originally the offices of Glenn Rehbein Excavating dating back to the
early 1970's. The property included offices, shops and exterior storage of equipment and
materials used in the everyday activities of the business. Tshchida Excavating followed
Rehbein Companies in 1995. In 2001, Diamond Dirt purchased the property, occupied
by Kieger Enterprises, a contracting firm that specialized in natural disaster cleanup.
Beaver Landscaping and StoneWest occupied the site as the principal tenants in the mid
2000's. Since the departure of Beaver Landscaping in 2007 the site has been occupied by
a number of businesses at any given time.
In February 2000, the City amended the Zoning Ordinance related to outside storage in
the LI, Light Industrial Zoning District. While still allowed by conditional use permit,
outdoor storage accessory to a permitted use, was further restricted by the current
provisions.
At the time of adoption in February 2000, the use at 7309 Lake Drive did not meet
requirements of the ordinance. Specifically, the property did not meet the area, screening
or the surfacing requirements. Therefore as of February 28, 2000 the property became a
legal non -conforming use. The site continued to be used for exterior storage by a
number of businesses over the next 10 years. However, records indicate that the storage
area was reduced to approximately 1.5 acres by 2010, in effect reducing the non-
conformity.
Mini Mobile's use of the site, starting in 2011, greatly expanded the exterior storage use,
in violation of the City Zoning Code. In 2013 the City, Mini Mobile and the previous
property owner entered into a settlement agreement requiring the site to be brought into
full compliance related to outdoor storage by December 31, 2017.
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The new owner, Bald Eagle Erectors has applied for a Conditional Use Permit for the
purpose of meeting these requirements.
ANALYSIS
Zoning and Land Use
The property is zoned LI, Light Industrial and allows for open and outdoor storage with a
conditional use permit.
Current Zoning
LI, Light Industrial
Current Land Use
Industrial
Future Land Use per CP
Industrial
Utility Staging Area
1A=2008-2015
Surrounding Zoning and Land Use
Direction
Zoning
I Current Land Use
Future Land Use
North
PSP -Public
Semi -Public &
LI -Light
Industrial
Schools & Industrial
Civic/Institutional &
Industrial
East
R-1, Single
Family
Single Family Residential
Low Density
Residential
South
NB -
Neighborhood
Business
Vacant
Industrial
West
PSP -Public
Semi -Public
Schools -Centennial and
Blue Heron
Civic/Institutional
Specific Conditional Use Permit (CUP) Requirements
In addition to the administrative requirements of a conditional use permit, the following
specific performance standards of Section 1007.120 (9) (e) must also be met:
(e) Open and outdoor storage (not outdoor sales lots) as an accessory use
provided that:
1. The designated storage area shall comply with all building setback
requirements for the district. Outside storage is prohibited between the principal
structure and any public right-of-way.
3
Vacated 4th Avenue shall not be treated as a street, but as a rear yard. 4th Avenue still
exists as an access ingress/egress for Centennial Middle School and Blue Heron
Elementary School, and as a public utility corridor. Fifteen (15) feet shall be provided as
measured from the former property/street right of way and 10 feet from the side yard.
2. The storage area is landscaped and screened from view of adjacent uses
and public rights-of-way via a fence and greenbelt planting strip, in accordance with
§1007.043 (17) (f) of this Ordinance
The property must become compliant per section 1007.043 (17) (. Currently there is a
6' chain link fence around the south, west, and north boundaries of the property. An 8'
wood fence exists along the east section of the property, abutting Lake Drive, which
provides screening for the single family homes located to the east. The existing fence
abutting Lake Drive has landscaping. The 8' fence is in compliance with the current
ordinance. The 6' fence is not in compliance with the current ordinance.
3. The entire storage area is fenced and secured in an appropriate manner.
The site is currently fenced and secured. However staff recommends that the perimeter of
the storage area be delineated by fence, curbing or other barrier.
4. The storage area is blacktopped or concrete surfaced, unless an
alternative wear -resistant material is determined by the City Engineer to be suitable to
control dust and drainage and is specifically approved by the City Council.
The open and outdoor storage area will be blacktopped with 5" bituminous pavement
placed in 2 lifts, with 8 "base aggregate on top of existing subgrade soil. New concrete
apron will be located along the west side of the existing building and wrap half way
around the south of the building. The concrete will 6"Portland cement concrete with a 6"
base aggregate on top of existing subgrade soil.
5. The storage area does not take up parking space or loading space as
required for conformity to this Ordinance and is not located in the front yard.
The storage area is located in the south-west portion of the property. The parking lot is
located between Lake Drive and the existing building, where storage is not permitted.
The storage area will not have any negative impacts on the existing parking space.
6. The property shall not abut I -35W or I -35E.
The property does not abut I -35W or I -35E.
7. The ratio of storage area to building footprint shall not exceed 2.5:1.
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The site is located on 5.45 acres. The existing building footprint is 27,306 SF x 2.5=
68,256 SF of maximum outside storage. The proposed plan designates 65,021 SF of
outside storage which falls into the allowed area.
8. All parking, loading and truck staging activities shall occur on site. On -
street parking and loading associated with the use is prohibited.
All parking and loading occurs on site. No off street activities are proposed.
9. Storage shall not include material considered hazardous under Federal or
State Environmental Law.
Mobile Mini is a company that ships outside storage bins and stores them outside as they
are transported in and out of the property. The storage bins are empty and not used to
store hazardous materials. Bald Eagle Erectors will be storing job trailers, oxygen and
acetylene cages, steel racks, utility trailers and wood bundles on site. All items stored on
site must be stored on designed storage area.
Site and Building Plan Review
Site Plan
Staff has concerns regarding additional storage being placed off delignated paved area
designated for outdoor storage. Some measures shall be taken to prevent storage being
placed off defined storage area, either with a fence, curb and gutter, or bollards.
The open area south of the building cannot be used for storage or parking of any kind.
This area should be returned to natural ground cover and have a control measure to insure
the space is not used for any other purpose.
Grading Plan and Stormwater Management
Infiltration BMPs are not feasible because of the seasonable high water table being within
three vertical feet of the bottom of the infiltration area. A stormwater pond will be used in
lieu of infiltration which is proposed in the northwest section of the property.
Public Utilities
The property hooked up to city sewer and water in May 2016. Outdoor storage does not
use water or sewer.
Landscaping and Tree Preservation Plan
The open area landscape standards are met. Proposed landscaping includes; trees and
shrubs located in the north half of the property between the proposed pond and storage
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area. Per section 1007.043 (17) (e) requires 1 large tree and 3 large shrubs per 2000 sq ft.
Per plan sheet C2.0 the applicant is proposing 15 large trees and 45 large shrubs.
The plan proposes fifteen (15) White Cedar Pine trees, thirty two (32) Goldmound
Spirea, and thirteen (13) Techny Arborvitae shrubs. Outdoor storage does not require
canopy cover landscaping or foundation landscaping. Irrigation is required for all grass
and landscaped areas.
The landscape screen per 1007.043 (17) (f) is not met, stating plantings shall provide
shrub cover for 50% of the wall or fence on the exterior side.
Architectural Plans and Exterior Building Materials
The existing building is not being renovated.
Signage
No new signage is proposed.
Impervious Surface Coverage
The open and outdoor storage meets impervious and surface coverage. Per plan sheet
C2.0, the site is 5.45 acres and allows for a maximum of 75% impervious surface cover.
The proposed plan indicates an impervious surface coverage of 3.14 acres or 57.6%.
The survey should include area calculations in acres and sq ft. The survey should also
include impervious and pervious surface coverage, along with what is being considered
pervious and impervious. Vacated 4th Avenue shall have impervious surface break down
in the calculation.
Post -Development
Impervious
3.14 acres (57.6%)
Pervious
2.31 acres (42.4%)
DISTURBED TOTAL
5.45 acres
Public Land Dedication
No park land dedication is required.
Conditional Use Permit
The property is zoned LI, Light Industrial and allows for open and outdoor storage with a
conditional use permit.
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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 open and outdoor storage is consistent with the Land Use, Utility, Local Water
Management, Capital Improvement, Policy and Natural Environmental Plans and
recommendations of the comprehensive plan as detailed in this staff report.
2. The proposed development application is compatible with present and future land
uses of the area.
The proposed open and outdoor storage is compatible with present and future land
uses with condition being met in staff report. The property to the north and west are
zoned PSP, Public and Semi -Public, and are guided for civic/institutional. Other
properties to the north are also zoned LI, Light Industrial and are guided for
industrial use. Properties to the east are zoned, R-1, Single Family and are guided for
low density residential. Properties to the south are zoned NB, neighborhood
businesses and are guided for civic/institutional use. The current land use to the north
is industrial, and Centennial School District has a parcel used as a recreational field.
Properties to the west and south are owned and used by Centennial School District.
The properties to the east are single family homes.
3. The proposed development application conforms to performance standards herein and
other applicable City Codes.
A Site Plan Review has been completed and the proposed open and outdoor storage
does not meet zoning performance standards in regards to conditions listed in staff
report.
7
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.
h. The City does not relinquish any rights of local determination.
CSAH 23/Lake Drive is classified as an "A Minor Reliever." The site is accessed via
an existing driveway off of CSAH 23 and there will be no changes to this driveway.
The project will not generate any new source of excessive traffic.
5. The proposed development shall be served with adequate and safe water supply.
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The site is currently served by municipal water.
6. The proposed development shall be served with an adequate and safe sanitary sewer
system.
The site is currently served by municipal sanitary sewer.
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 open and outdoor storage is an allowed use within the LI, Light
Industrial Districts with an approved conditional use permit. The open and outdoor
storage operations of business can only be conducted from Monday to Friday 7 am to
7 pm and weekends 9 am to 5 pm. The project 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.
Wetlands
The submitted plans do not indicate any wetlands on site. The applicant shall verify this
with RCWD.
Floodplain
There are no floodplains located on site.
Anoka County Highway Department
Staff has distributed materials to Anoka County Highway Department and is awaiting
their comments.
Stormwater Maintenance Agreement
A Stormwater Maintenance Agreement is required.
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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 February 02, 2017 shall be
addressed.
2. All comments from the Environmental Coordinator letter dated February 03, 2017
shall be addressed.
3. All comments from the Anoka County Highway Department letter to be provided
at a later date shall be addressed.
4. A RCWD permit is required.
5. Rear yard setback shall meet 15 ft, measured from vacated 4th Avenue right of
way.
6. Survey shall include lot area measurements in acres and sq ft; including pervious
and improves surface cover. Survey shall also include a breakdown of impervious
surface area cover of vacated 4th Avenue.
7. Distance between south and west lot line and edge of storage area shall be shown
on plan sheet C2.0.
8. Storage area to building ratio shall be shown on plan sheet C2.0.
9. Details of proposed perimeter fence and landscaping shall be provided that
comply with section 1007.043 (17) (f) of the zoning ordinance
10. All items stored on site by tenant or owner must be within the delineated storage
area. The perimeter of the storage area shall be delineated by fence, curbing or
other barrier.
11. The open area south of the building cannot be used for storage or parking of any
kind. This area should be returned to natural ground cover and have a control
measure to insure the space is not used for any other purpose.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. City Engineer letter dated February 02, 2017
4. Environmental Coordinator letter dated February 03, 2017
5. Site Plan Review Worksheet
6. Plan Set
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Building a legacy— your legacy.
Memorandum
To: Katie Larsen, City Planner
From: Diane Hankee PE, City Engineer
Date: February 2, 2017
Re: Bald Eagle Erectors
Plan Review
WSB Project No. 2988-480
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
We have reviewed the Bald Eagle Erectors submittal including:
• Survey prepared by Kaskaskia Engineering Group, LLC., dated 12/06/16.
• Preliminary Plans prepared by Larson Engineering, INC., dated 01/11/17 revised
01/30/17 per Rice Creek Watershed District comments.
• Stormwater Calculation prepared by Larson Engineering, INC., dated 01/09/17.
We offer the following comments that should be responded to in writing by the applicant:
GRADING, EROSION AND SEDIMENT CONTROL
1. The project disturbs over one acre of land thus the applicant shall submit a Stormwater
Pollution and Prevention Plan. Inlet protection and silt fence needs to be added to the
plans. Erosion control BMP's must be in place prior to commencement of any work.
2. Final plans must be signed by a Professional Engineer.
3. The applicant needs to include the standard detail plates for Lino Lakes which are located
on the City's web site. http://www.ci.lino-lakes.mn.us/index.asp?SEC=F5DD7642-
AADF-4465-9DBA-71 E8F5EC9F8E&Type=B_BASIC
4. The applicant is to label the Benchmark Elevations on the plans.
5. Dimension distance from south property line to paved storage area.
6. Additional contours needed 50 feet north of northerly property line.
7. Adjust sanitary sewer cleanouts along service line.
Equal Opportunity Employer
wsbeng.com
S:\Community Development \Projects\Planning Cases \Bald Eagle Erectors (7309 Lake Drive) \Staff Reports\ 20170208 PZ\20170202 Engineering Review BEE.doex
Ms. Katie Larsen
February 2, 2017
Page 2
8. Geotextile blanket required under proposed rip rap at EOF.
9. Label pond side slopes (3:1 max.), minimum 10 foot safety bench.
STORMWATER MANAGEMENT
1. The applicant shall demonstrate that the site drainage via sheet flow is sufficient to drain
the site with the proposed use of storage containers. Label the percent grades within the
proposed paved storage/drainage area. Storm sewer and curb and gutter may be required
is sheet flow would result in puddling for the one inch rainfall event.
2. There is a discrepancy between areas shown on Sheet C2.0 and areas used in the
HydroCAD model.
3. Invert elevation shown on Sheet C3.0 for the primary outlet is different than what was
used in the HydroCAD model.
FLOODPLAIN
1. The property does not have floodplain on it.
WETLANDS
1. There are no known wetlands on this site.
ENVIRONMENTAL
1. No comments at this time.
WATER SYSTEM
1. The property was connected to municipal water in 2016. The applicant shall submit a
well sealing record.
SANITARY SEWER SYSTEM
1. The property was connected to municipal sanitary sewer in 2016 and the previous ISTS
system was abandoned.
STORM SEWER SYSTEM
4. Verify curve number used for HSG C.
TRANSPORTATION
1. The existing site access is to remain. The proposed use should be verified that it will not
increase truck traffic.
S:\Community Development \Projects\ Planning Cases\Bald Eagle Erectors (7309 Lake Drive) \ Staff Reports \20170208 PZ\20170202 Engineering Review BEE.do
Ms. Katie Larsen
February 2, 2017
Page 3
FINAL PLAT
1. Not Applicable.
DEVELOPMENT AGREEMENT
1. A Site Performance Agreement and Stormwater Maintenance Declaration are required.
PERMITS
The applicant shall provide the following permits prior to final plat approval.
1. NPDES Construction General Permit
2. Rice Creek Watershed Permit
a. Stormwater and Erosion Control.
3. City of Lino Lakes Building Permit.
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.
S:\Community Development \Projects\ Planning Cases\Bald Eagle Erectors (7309 Lake Drive) \ Staff Reports \20170208 PZ\20170202 Engineering Review BEE.do
Environmental
Memo
To: Katie Larsen
From: Marty Asleson
Date: February 03, 2017
Re: Bald Eagle Erectors/Environmental Staff Comments
Katie,
I have the following preliminary comments concerning the Bald Eagle Erectors
proposal:
• This has not been reviewed by the Environmental Board yet so additional
comments may be coming after the February Environmental Board meeting
• Pond landscaping needs some rethinking/adjusting. The bottom of the pond
will be normally wet. Infiltration ponds must have 2-3 feet of separation from
the ordinary high groundwater. If that cannot be achieved, then the pond
should be clay -lined to create this separation.
• The bottom of the pond should have an aquatic plant/planting schedule.
Plants such as Arrowleaf, Iris, and the bulrushes should be planted up to the
normal water line. A MNDOT 34-181 mix would be appropriate in this area.
• The pond area subject to periodic wetness should have a mesic prairie mix
such as MNDOT 35-241
• Above the area of the pond and extending out into the buffering areas, a dry
prairie mix such as MNDOT 35-221 should be used.
• Trees should not be lined up but scattered in the pond area. Evergreens
should not be used. A good substitute would be Swamp White Oak.
• Page 1
• Native shrubs should be used for the proposed shrubs. Red twig dogwood
and yellow twig dogwood would be a good substitute.
• The Techney Arborvitae along 4th avenue, if this is a screening requirement
should be mulched in, and separated in the landscape from the native prairie
plants. If there is a need for 100 % screening at the finish of construction,
more plants will be needed.
• Page 2
PROJECT: Bald Eagle Erectors
Planning & Zoning Board Date: February 8, 2017
City Council Date: March 6, 2017
ZONING/LAND USE
Zoning District
Future Land Use Plan
Sewered or Unsewered Lot
CUP required?
Comprehensive Plan Amendment?
Rezoning required?
Variance required?
Lot size (acre)
Lot width (ft.)
LI
Industrial
Sewered
Yes
No
No
No
Required
Proposed
1 acre
5.23 acres
100ft
300ft
SITE PLAN REVIEW
WORKSHEET
DATE: February 03, 2017
REVISED: February 03, 2017
To be addressed by applicant
NOTES:
Light Industrial
Hook up date May 01, 2016
Measured along front yard
2/3/2017 1 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Setbacks -Street
Principal Building -Local Street
Principal Building-Collector/Arterial Street
Parking Lot
Setbacks -South Side Yard
Principal Building
Accessory Building
Parking Lot/Driveway
Setbacks -North Side Yard
Principal Building
Accessory Building
Parking Lot/Driveway
Setbacks -Rear Yard
Principal Building
Accessory Building
Parking Lot/Driveway
From Residential District
Between Principal Buildings
Height
Required
Proposed
50
280 ft +
15
NA
Required
Proposed
10
10 ft
10
NA
5
NA
Required
Proposed
10
120 ft+
10
NA
5
5.29 ft
Required
Proposed
15
5.63 ft
10
NA
5
260 ft +
Required
Proposed
NA
NA
NA
NA
Required
Proposed
45' max
NA
From Lake Drive to proposed storage area
No changes are proposed to existing parking lot
Outdoor Storage Area
Outdoor Storage Area
Not compliant, must meet 15 ft setback measured from 4th Ave Right of Way
No changes to existing building
2/3/2017 2 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Shoreland district? No
OHWL? No
Impervious surface restrictions
GENERAL PROVISIONS
Conforming use
Conforming structure
Buildable area
Required
Proposed
75% max
57.60%
Yes
Yes
Yes
Building Type and Construction Industrial
All sides of the principal and accessory
structures are to have essentially the same or
a coordinated harmonious finish treatment
NA
Stucco or EIFS shall constitute no more than
30% of the primary, front building elevation. NA
Stucco or EIFS shall constitute no more than
60% of any side or rear elevation. NA
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. NA
With the proposed improvements noted in staff report property will be in full conform.
No new building proposed
2/3/2017 3 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Earth tone colors of exterior materials shall be
required.
10% of the building facade may contain
contrasting colors. Contrasting colors shall
be those colors not defined as earth tones.
NA
NA
Outside storage Yes
Mechanical equipment screened NA
Accessory buildings or structures
Number of structures
Size
Refuse and recyclable materials enclosure
Required
Proposed
NA
NA
NA
NA
NA
2/3/2017 4 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Outdoor lighting
1.0 ft candle allowance onto right of way
0.4 ft candle allowance onto adjacent prop.
Hooded lights
Height
Location
Street ROW
Side or rear
Smoke, Dust, Odors, Noise
NA
NA
NA
Required
45ft max.
Required
10 ft
5ft
Minimal
Proposed
NA
Proposed
NA
NA
Sewage Disposal (on-site) NA
Waste material Yes
Bulk storage (liquid) No
Radiation emission No
Electrical emission No
Exterior storage Yes
No outdoor lighting proposed
Typical construction activities.
Typical construction waste material will be property disposed of.
Allowed with a CUP
2/3/2017 5 Site Plan Worksheet -Bald Eagle Erectors.xlsx
LANDSCAPING Proposed landscaping includes; trees and shrubs located in the north half of the property between the proposed pond and storage
Canopy Cover Standards Vehicular Hardscape (sf) x Canopy Cover Percent = Required Minimum Canopy Cover (sf)
Foundation Landscape Standards
Foundation landscaping is proposed along
renovated main entry foundation.
Foundation landscaping not required
along existing building.
NA
VH (sf) x 40% = #VALUE! Min. Canopy Cover (sf)
0 Proposed Canopy Cover (sf)
#VALUE! OVER/UNDER REQUIREMENTS (sf)
Location
LF of Building
Per Code
(Large)
Required
(Large)
Proposed
(Large)
Over (+) /
Short (-)
Total LF
Per 100 LF
Trees
Shrubs
Trees
Shrubs
Trees
Shrubs
Trees
Shrubs
Front
Front
Side
Rear
2/3/2017 6 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Open Areas Landscape Standards
Buffer and Screen Standards
Btn parking lot and public ROW
Btn residential uses and arterial/collector
Btn adjacent less intense, residential uses
Btn loading/service area and public view
Outdoor Storage Yards
Double row w/ triangular spacing
Open Area
Per Code
(Large)
Required
(Large)
Proposed
(Large)
Total SF
Per 2,000 SF
Trees
Shrubs
Trees
Shrubs
Trees
Shrubs
30,356
15
1
3
15
46
15
45
Required Proposed Height and Material
30" height
NA
6 feet
NA
6 feet
NA
6 feet
NA
8 feet
Detailed wall or fence plan required
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
No
Boulevard Tree Standards NA
Irrigation
8 ft wall or fence is required
OK Required
2/3/2017 7 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Tree Preservation & Mitigation Standards
Tree survey
Tree preservation plan
Performance security required
Fences
Parking
Angle of parking
Stall Width & Length
Curb length per car
Stall Depth Wall to Aisle
Stall Depth Interlock to Aisle
Aisle Width One Way
Aisle Width Two Way
Curb cut access 30 feet from intersection
Curb cut access 40 feet from one another
Curb cut and driveway 5 feet from side yard
No
No
NA
No
Required
Proposed
Detailed fence plan shall be submitted
-
NA
9x18
NA
10' 5"
NA
21'0"
NA
19' 10"
NA
12' 0"
NA
22' 0"
NA
OK
OK
OK
No new parking is proposed
No changes to existing curb cuts are proposed.
2/3/2017 8 Site Plan Worksheet -Bald Eagle Erectors.xlsx
Curb cut width
Grade elevation
Striping 4" wide
Continuous concrete perimeter curb barrier
Six (6)+ stalls adjacent to street or residential
requires berm, wall or fence
Parking lot landscaping
Six (6)+ stalls requires landscaping
Commercial uses with 50+ stalls
require islands
# stall requirements
# handicap stall requirements
Required
Proposed
36 feet max.
NA
5%
NA
4"
NA
Yes
N/A
N/A
N/A
100 s.f. per 25 stalls
Required
Proposed
85
NA
NA
No changes to curb cuts are proposed.
2/3/2017 9 Site Plan Worksheet -Bald Eagle Erectors.xlsx
SPECIAL REVIEW REGULATIONS
Shoreland District No
Floodplain District No
RCWD or VLAWMO? RCWD
Town Center Design & Development Guide NA
Industrial Park Covenants NA
Signage Permit required A Sign Permit Application 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
2/3/2017 10 Site Plan Worksheet -Bald Eagle Erectors.xlsx
ADDITIONAL NOTES
2/3/2017 11 Site Plan Worksheet -Bald Eagle Erectors.xlsx
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CONCRETE SURFACE
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Part of Lots 1 & 2 & All of Lot 3 Auditors Subdivision No. 54 Described as follows:
Lying South of the North 300 feet of Lots 1 & 2
and
Lying westerly of the right—of—way line of CSAH No. 23
and
Lying southwesterly of the following described line: Commencing at a point of intersecting offset
of said North 300 feet with said Westerly right—of—way line; thence southwesterly along said
westerly right—of—way line 127.24 feet to the point of beginning of said line; thence
northwesterly at a right angle 272.63 feet to the intersection with the South line of said North
300 feet and said line there terminating.
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= SURVEY NOTES
1) The field work was done on 9-12-16
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3) The other boundary lines were set by lines of occupation and found monumentation
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I hereby certify that this survey, plan or report was prepared by me or under my direct supervision
at I am a duly Licensed Land Surveyor nder the laws of the state of Minnesota.
Ronald P. Alwin
DATE 9-19-16 LIC. NO 17765
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add sanitary and
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change electric line
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SHEET TITLE:
Boundary / Topographic Survey
PROJECT TITLE:
7309 Lake Drive
Circle Pines, MN 55014
DRAWN
BY:
SCA
CHECKED RPA
BY:
SIIEEF
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SHEET NO. 01 OF o1 SHEETS
PROJECT NUMBER 16-1091
LAST PLOTTED: 1/9/2017 8:12 AM
OPERATOR: SCA
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REMOVE AND DISPOSE OF EXISTING
CONCRETE PAVEMENT SECTION
KEY NOTES
O1 SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE
PAVEMENT SECTION.
O2 REMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS.
• REMOVE AND DISPOSE OF EXISTING ROCK AND BRUSH FROM
EXISTING POND.
• PROTECT EXISTING UTILITIES, BOLLARDS, TREES, BUILDING,
CONCRETE, FENCE, ETC. DURING DEMOLITION AND
CONSTRUCTION.
0 REMOVE AND SALVAGE EXISTING FENCE FABRIC AND POSTS.
REINSTALL BEFORE CONSTRUCTION COMPLETION.
DEMOLITION NOTES
1. Verify all existing utility locations.
2. It is the responsibility of the Contractor to perform or coordinate all
necessary utility demolitions and relocations from existing utility locations
to all onsite amenities and buildings. These connections include, but are
not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site
lighting, etc.
3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to
locate utilities throughout the area under construction. The Contractor
shall retain the services of a private utility locator to locate the private
utilities.
4. Sawcut along edges of pavements, sidewalks, and curbs to remain.
5. All construction shall be performed in accordance with state and local
standard specifications for construction.
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CIRCLE PINES, MN 55014
I hereby certify that this plan,
specifications 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.
Matt Woodruff, P.E.
Date: 01.11.17 Reg. No.: 41885
Rev. Date Description
A 01.30.17 RCWD Comments
Project #: 12176003.000
Drawn By: NJN
Checked By: MJW
Issue Date: 01.11.2017
Sheet Title:
DEMOLITION PLAN
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WHITE CEDAR (15)
SEE DETAIL 7/C4.0
STORAGE AREA
65,021 SF (1.5 ACRES)
4'
x
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257'
P:\Projects\Projects - 2017\12176003 - Bald Eagle Outside Storage CUP\C. Design\Drawing Files\12176003 - C2.0.dwg
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NEW 5" BITUMINOUS PAVEMENT OVER
NEW 8" BASE AGGREGATE
SEE DETAIL 2/C4.0
NEW 6" CONCRETE PAVEMENT OVER
NEW 6" BASE AGGREGATE
SEE DETAIL 1/C4.0
NEW SEED
MNDOT SEED MIX: 33-261
TECHNY ARBORVITAE
O SEE DETAIL 6/C4.0
GOLDMOUND SPIREA
SEE DETAIL 6/C4.0
WHITE CEDAR
SEE DETAIL 7/C4.0
AREA CALCULATIONS
ENTIRE SITE: 237,227 SF
EXISTING:
IMPERVIOUS = 44,092 SF (18.6%)
PERVIOUS = 193,135 SF (81.4%)
PROPOSED:
IMPERVIOUS = 136,630 SF (57.6%)
PERVIOUS = 100,597 SF (42.4%)
INCREASE IN IMPERVIOUS = +92,538 SF
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REQUIRED TREES = 15 LARGE
REQUIRED SHRUBS = 45 LARGE
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7309 LAKE DRIVE
CIRCLE PINES, MN 55014
I hereby certify that this plan,
specifications 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.
Matt Woodruff, P.E.
Date: 01.11.17 Reg. No.: 41885
Rev. Date Description
/1\ \ 01.30.17 RCWD Comments
Project #: 12176003.000
Drawn By: NJN
Checked By: MJW
Issue Date: 01.11.2017
Sheet Title:
PAVING AND
LANDSCAPE PLAN
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P:\Projects\Projects - 2017\12176003 - Bald Eagle Outside Storage CUP\C. Design\Drawing Files\12176003 - C3.0.dwg
\-902---
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LEGEND
950 EXISTING CONTOURS
950 PROPOSED CONTOURS
949 PROPOSED CONTOURS
GRADE BREAK LINE
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MAJOR INTERVAL
MINOR INTERVAL
GRADE SLOPE
SILT FENCE
RIP -RAP / ROCK CONST. ENTRANCE
INLET PROTECTION
CONCRETE WASHOUT STATION
SPOT ABBREVIATIONS:
TC - TOP OF CURB
GL - GUTTER LINE
B - BITUMUNOUS
C - CONCRETE
EO - EMERGENCY OVERFLOW
TW - TOP OF WALL
BW - BOTTOM OF WALL (F/G)
(*) - EXISTING TO BE VERIFIED
» STORM SEWER PIPE
DT DRAINTILE PIPE
O STORM MANHOLE
O CATCH BASIN
❑ CURB INLET
FLARED END
GRADING NOTES
1. Tree protection consisting of snow fence or safety fence installed at the
drip line shall be 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. Restore all disturbed areas with 4" of good quality topsoil and seed,
5. All construction shall be performed in accordance with state and local
standard specifications for construction.
EROSION CONTROL NOTES
1. See Erosion Control Notes on Sheet C4.0.
UTILITY NOTES
1. See Utility Notes on Sheet C4.0.
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7309 LAKE DRIVE
CIRCLE PINES, MN 55014
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7309 LAKE DRIVE
CIRCLE PINES, MN 55014
I hereby certify that this plan,
specifications 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.
Matt Woodruff, P.E.
Date: 01.11.17 Reg. No.: 41885
Rev. Date Description
/ \ 01.30.17 RCWD Comments
Project #: 12176003.000
Drawn By: NJN
Checked By: MJW
Issue Date: 01.11.2017
Sheet Title:
GRADING,
EROSION CONTROL,
AND UTILITY PLAN
C3■
NEW 6" PORTLAND CEMENT CONCRETE
=111=111-111=111=111=111=111=1 =111=111=111=111=1
1-1 1=111=111=111= 11=111= 1 =111=111=111=111=111=
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1,,,111111,,,111,11 ,,,111,11 ,III,,, 11,,,111,1 i 11,,1111;
EXISTING SUBGRADE SOIL
CONCRETE
CONSTRUCTION DETAIL
NOT TO SCALE
NEW 5" BITUMINOUS PAVEMENT
PLACED IN 2 LIFTS
NEW 6" BASE
AGGREGATE
N 8" NEW BASE
AGGREGATE
EXISTING SUBGRADE SOIL
BITUMINOUS
CONSTRUCTION DETAIL
HARD SURFACE/
PUBLIC ROAD
NOT TO SCALE
1"-2" WASHED ROCK
GEOTEXTILE FABRIC
6" MINIMUM
ROCK CONSTRUCTION ENTRANCE
WIRE MESH REINFORCEMENT
(OPTIONAL)
METAL, WOOD POST, OR STAKE.
8' MAX. SPACING, 2' INTO GROUND.
DIRECTION
OF RUNOFF
NATURAL SOIL
NOT TO SCALE
ENGINEERING FABRIC
FABRIC ANCHORAGE
TRENCH. BACKFILL WITH
TAMPED NATURAL SOIL
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NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH
WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.
SILT FENCE
INSTALLATION DETAIL
NOT TO SCALE
P:\Projects\Projects - 2017\12176003 - Bald Eagle Outside Storage CUP\C. Design\Drawing Files\12176003 - C4.0.dwg
PRECAST INVERT SHOULD BE 1/2
DIAMETER OF PIPE AND BENCHES
SLOPED 2" TOWARD INVERT.
PLAN
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VARIABLE
eo
rl
5" MIN.
MANHOLE STEPS SHALL BE PLACED
SO THAT OFFSET HOLE IN TOP SLAB
IS FACING DOWNSTREAM.
NO BLOCK STRUCTURES ARE ALLOWED
d
VARIABLE
MANHOLE FRAME & COVER:
NEENAH R-2501, TYPE C GRATE (CB, OPEN GRATE, CIRCLE)
NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)
MINIMUM OF 2, MAXIMUM OF 5
CONCRETE ADJUSTMENT RINGS WITH FULL
BED OF MORTAR BETWEEN EACH AND
A 4" COLLAR ON THE OUTSIDE. NO SHIMS
OF ANY MATERIAL ALLOWED.
PLACE EXTERNAL CHIMNEY SEAL.
6" PRECAST REINFORCED CONCRETE SLAB.
SEAL WITH 2 BEADS OF RAM-NEK.
ALL JOINTS IN MANHOLE TO HAVE
'0' RING RUBBER GASKETS.
MANHOLE STEPS, COPOLYMER POLYPROPYLENE
PLASTIC, WITH 1/2" GRADE 60 STEEL
REINFORCEMENT OR EQUAL, 16" O.C.
PRECAST CONCRETE SECTION
8" PRECAST SEGMENTAL CONCRETE BLOCK
TO TOP OF THE PIPE SHALL BE USED
WITH SIZE AND DEPTH PROHIBIT THE
FABRICATION OF PRECAST UNITS.
8" MINIMUM SLAB THICKNESS,
6' MINIMUM DIAMETER PRECAST
CONCRETE SLAB, REINFORCED
WITH #4 REBAR @ 8" E.W.
GROUT BOTTOM
WATERTIGHT CONNECTION
(BOOT, TYPICAL)
CB AND STORM
MANHOLE DETAIL
FOLD BURLAP FROM TOP OF
ROOT BALL DOWN INTO GROUND;
SET TOP OF BALL SLIGHTLY
ABOVE FINISH GRADE
4" DEEP MULCH (DO NOT
PUT MULCH AGAINST
THE BASE OF THE PLANT
12" TO 18" (FOR
LARGER SHRUB
ROOT BALLS,
MAKE DEPTH
MIN. 4" DEEPER
THAN BALL)
NOT TO SCALE
PREPARE SOIL IN THE ENTIRE BED
SCARIFY ALL FACES AND BOTTOM OF
EXCAVATED HOLE
PREPARED SOIL FOR SHRUBS
NOTES
1. FOR CONTAINER -GROWN SHRUBS, USE FINGERS OR SMALL
HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER
OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT
CIRCLE THE PERIMETER OF THE CONTAINER.
2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA
SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL
AT RATES SPECIFIED BY THE MANUFACTURER.
"TO 12"
UTILITY NOTES
1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and
relocations 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 standard
specifications 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 any
demolition or excavation.
4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours
prior 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 4714.1109 where
located within 10 feet of waterlines or the building.
6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint
pressure test. Installation shall meet ASTM C2321.
7. All RCP pipe shown on the plans shall be MN/DOT class 3.
8. Maintain a minimum of 7'/2' of cover over all water lines and sanitary sewer lines. Install water lines
18" above sanitary sewers, where the sanitary sewer crosses over the water line, install sewer
piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of
separation.
9. Where 7 1/2' of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene
insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at
least 25 psi. Insulation shall be 8' wide, centered over pipe with 6" sand cushion between pipe and
insulation. Where depth is less than 5', use 4" of insulation.
10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.
11. See Project Specifications for bedding requirements.
12. Pressure test and disinfect all new watermains in accordance with state and local requirements.
13. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths
between 12' and 26', and class 52 D.I.P. for depths of 26' or more.
14. A structure adjustment shall include removing and salvaging the existing casting assembly,
removing existing concrete rings to the precast section. Install new rings and salvaged casting to
proposed grades, cleaning casting flange by mechanical means to insure a sound surface and
install an external chimney seal from casting to precast section. Chimney seals shall be Infi-Shield
Uni-Band or an approved equal.
COLORED
FLAGS
1 PER WIRE
Iu\11i
FOLD BACK
BURLAP AND
REMOVE ALL
TIES &/OR
WIRES FRO
TOP OF BALL
EQUALS TWICE BALL
DIAMETER
CONTAINER -GROWN PLANT
WITH ROOTS PULLED OUT OF BALL -
COMPLETLY REMOVE CONTAINER.
BEFORE PLANTING, ADD 3" TO 4"
OF WELL -COMPOSTED LEAVES AND
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL
BALLED AND BURLAPPED PLANT REFER ALSO TO
SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL
TIES &/OR WIRES FROM TOP OF BALL.
3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURING
THE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS AS
REQUIRED.
4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE
PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE
BARK.
SHRUB PLANTING
NOT TO SCALE
WHITE CEDAR
PLANTING DETAIL
NO SCALE
OPTIONAL STAKING
METHOD - 6' METAL
POSTS AND RUBBER
HOSE STRAPS
HOSE LOOPS
3 GUYS EACH OF
10 GAUGE TWISTED
WIRE 120 DEGREES
APART AROUND TREE
TURNBUCKLE
4" DEEP MULCH, HOLD
BACK 2" FROM STEM.
SOD
24" STAKE TYP.
BACKFILL WITH
TOPSOIL AND
PEAT MOSS 3:1 RATIO
SCARIFY ALL SIDES
AND BOTTOM OF
EXCAVATED HOLE
EROSION CONTROL NOTES
1. 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 any excavation or demolition work at the site.
3. Erosion control measures shown on the erosion control plan are the absolute minimum. The
contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing,
and/or disk the soil parallel to the contours as deemed necessary to 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 to a point 50' into the construction zone.
5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be
compacted with a vibratory plate compactor.
6. All grading operations shall be conducted in a manner to minimize the potential for site erosion.
Sediment control practices must be 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 the construction 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
constructed base components of roads, parking lots and similar surfaces are exempt from this
requirement.
8. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains
water from any portion of the construction site, or diverts water around the site, must be stabilized
within 200 lineal feet from the property edge, or from the point of discharge into any surface water.
Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a
surface water. Stabilization of the remaining portions of any temporary or permanent ditches or
swales must be complete within 14 days after connecting to a surface water and construction in
that portion of the ditch has temporarily or permanently ceased.
9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface
water.
10. All riprap shall be installed with a filter material or soil separation fabric and comply with the
Minnesota Department of Transportation Standard Specifications.
11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water
level of the respective wetland or water body at an elevation where the downstream slope is 1
percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or
water body.
12. All storm sewer catch basins not needed for site drainage during construction shall be covered to
prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage
during construction shall be provided with inlet protection.
13. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins
and intakes) the erosion control facilities shall be backed by stabilization structure to protect those
facilities from the concentrated flows.
14. Inspect the construction site once every seven days during active construction and within 24 hours
after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the
SWPPP.
15. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the
sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of
discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.
16. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a
manner and at a frequency sufficient to minimize off-site impacts.
17. All soils tracked onto pavement shall be removed daily.
18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction
activity is reaching the infiltration area and these areas are protected from compaction due to
construction equipment driving across the infiltration area.
19. 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 for the stormwater.
20. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric,
construction and demolition debris and other wastes must be disposed of properly and must comply
with MPCA disposal requirements.
21. 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 of hazardous waste must be in
compliance with MPCA regulations.
22. External washing of trucks and other construction vehicles must be limited to a defined area of the
site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed
onsite.
23. All liquid and solid wastes generated by concrete washout operations must be contained in a
leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow
washout liquids to enter ground water is considered an impermeable liner. The liquid and solid
wastes must not contact the ground, and there must not be runoff from the concrete washout
operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with
MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete
equipment operators to utilize the proper facilities.
24. 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.
25. All permanent sedimentation basins must be restored to their design condition immediately
following stabilization of the site.
26. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final
Stabilization.
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7309 LAKE DRIVE
CIRCLE PINES, MN 55014
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7309 LAKE DRIVE
CIRCLE PINES, MN 55014
I hereby certify that this plan,
specifications 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.
Matt Woodruff, P.E.
Date: 01.11.17 Reg. No.: 41885
Rev. Date Description
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1 11 1-111-111H -111-11-111-111-111-11-111H
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=111-111-111-111-111-111-111-111-111-111-111-111-111=
Sheet Title:
DETAILS & NOTES
111-111-111-111-111-111-11-111-111-111-111-11-1
1lul111111 -111,1I1i1i 11i1,1111�J11 1IEHFI11 - Ek-
1i
NEW 6" BASE
AGGREGATE
N 8" NEW BASE
AGGREGATE
EXISTING SUBGRADE SOIL
BITUMINOUS
CONSTRUCTION DETAIL
HARD SURFACE/
PUBLIC ROAD
NOT TO SCALE
1"-2" WASHED ROCK
GEOTEXTILE FABRIC
6" MINIMUM
ROCK CONSTRUCTION ENTRANCE
WIRE MESH REINFORCEMENT
(OPTIONAL)
METAL, WOOD POST, OR STAKE.
8' MAX. SPACING, 2' INTO GROUND.
DIRECTION
OF RUNOFF
NATURAL SOIL
NOT TO SCALE
ENGINEERING FABRIC
FABRIC ANCHORAGE
TRENCH. BACKFILL WITH
TAMPED NATURAL SOIL
I I = II 'fi 1I I 1,II=1 I = I -1 I1 1 1 1-
1-1
I
1=1IIIi l-II
1111111;1 1 Tilf1
NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH
WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.
SILT FENCE
INSTALLATION DETAIL
NOT TO SCALE
P:\Projects\Projects - 2017\12176003 - Bald Eagle Outside Storage CUP\C. Design\Drawing Files\12176003 - C4.0.dwg
PRECAST INVERT SHOULD BE 1/2
DIAMETER OF PIPE AND BENCHES
SLOPED 2" TOWARD INVERT.
PLAN
d
VARIABLE
eo
rl
5" MIN.
MANHOLE STEPS SHALL BE PLACED
SO THAT OFFSET HOLE IN TOP SLAB
IS FACING DOWNSTREAM.
NO BLOCK STRUCTURES ARE ALLOWED
d
VARIABLE
MANHOLE FRAME & COVER:
NEENAH R-2501, TYPE C GRATE (CB, OPEN GRATE, CIRCLE)
NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)
MINIMUM OF 2, MAXIMUM OF 5
CONCRETE ADJUSTMENT RINGS WITH FULL
BED OF MORTAR BETWEEN EACH AND
A 4" COLLAR ON THE OUTSIDE. NO SHIMS
OF ANY MATERIAL ALLOWED.
PLACE EXTERNAL CHIMNEY SEAL.
6" PRECAST REINFORCED CONCRETE SLAB.
SEAL WITH 2 BEADS OF RAM-NEK.
ALL JOINTS IN MANHOLE TO HAVE
'0' RING RUBBER GASKETS.
MANHOLE STEPS, COPOLYMER POLYPROPYLENE
PLASTIC, WITH 1/2" GRADE 60 STEEL
REINFORCEMENT OR EQUAL, 16" O.C.
PRECAST CONCRETE SECTION
8" PRECAST SEGMENTAL CONCRETE BLOCK
TO TOP OF THE PIPE SHALL BE USED
WITH SIZE AND DEPTH PROHIBIT THE
FABRICATION OF PRECAST UNITS.
8" MINIMUM SLAB THICKNESS,
6' MINIMUM DIAMETER PRECAST
CONCRETE SLAB, REINFORCED
WITH #4 REBAR @ 8" E.W.
GROUT BOTTOM
WATERTIGHT CONNECTION
(BOOT, TYPICAL)
CB AND STORM
MANHOLE DETAIL
FOLD BURLAP FROM TOP OF
ROOT BALL DOWN INTO GROUND;
SET TOP OF BALL SLIGHTLY
ABOVE FINISH GRADE
4" DEEP MULCH (DO NOT
PUT MULCH AGAINST
THE BASE OF THE PLANT
12" TO 18" (FOR
LARGER SHRUB
ROOT BALLS,
MAKE DEPTH
MIN. 4" DEEPER
THAN BALL)
NOT TO SCALE
PREPARE SOIL IN THE ENTIRE BED
SCARIFY ALL FACES AND BOTTOM OF
EXCAVATED HOLE
PREPARED SOIL FOR SHRUBS
NOTES
1. FOR CONTAINER -GROWN SHRUBS, USE FINGERS OR SMALL
HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER
OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT
CIRCLE THE PERIMETER OF THE CONTAINER.
2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA
SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL
AT RATES SPECIFIED BY THE MANUFACTURER.
"TO 12"
UTILITY NOTES
1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and
relocations 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 standard
specifications 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 any
demolition or excavation.
4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours
prior 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 4714.1109 where
located within 10 feet of waterlines or the building.
6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint
pressure test. Installation shall meet ASTM C2321.
7. All RCP pipe shown on the plans shall be MN/DOT class 3.
8. Maintain a minimum of 7'/2' of cover over all water lines and sanitary sewer lines. Install water lines
18" above sanitary sewers, where the sanitary sewer crosses over the water line, install sewer
piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of
separation.
9. Where 7 1/2' of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene
insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at
least 25 psi. Insulation shall be 8' wide, centered over pipe with 6" sand cushion between pipe and
insulation. Where depth is less than 5', use 4" of insulation.
10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.
11. See Project Specifications for bedding requirements.
12. Pressure test and disinfect all new watermains in accordance with state and local requirements.
13. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths
between 12' and 26', and class 52 D.I.P. for depths of 26' or more.
14. A structure adjustment shall include removing and salvaging the existing casting assembly,
removing existing concrete rings to the precast section. Install new rings and salvaged casting to
proposed grades, cleaning casting flange by mechanical means to insure a sound surface and
install an external chimney seal from casting to precast section. Chimney seals shall be Infi-Shield
Uni-Band or an approved equal.
COLORED
FLAGS
1 PER WIRE
Iu\11i
FOLD BACK
BURLAP AND
REMOVE ALL
TIES &/OR
WIRES FRO
TOP OF BALL
EQUALS TWICE BALL
DIAMETER
CONTAINER -GROWN PLANT
WITH ROOTS PULLED OUT OF BALL -
COMPLETLY REMOVE CONTAINER.
BEFORE PLANTING, ADD 3" TO 4"
OF WELL -COMPOSTED LEAVES AND
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL
BALLED AND BURLAPPED PLANT REFER ALSO TO
SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL
TIES &/OR WIRES FROM TOP OF BALL.
3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURING
THE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS AS
REQUIRED.
4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE
PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE
BARK.
SHRUB PLANTING
NOT TO SCALE
WHITE CEDAR
PLANTING DETAIL
NO SCALE
OPTIONAL STAKING
METHOD - 6' METAL
POSTS AND RUBBER
HOSE STRAPS
HOSE LOOPS
3 GUYS EACH OF
10 GAUGE TWISTED
WIRE 120 DEGREES
APART AROUND TREE
TURNBUCKLE
4" DEEP MULCH, HOLD
BACK 2" FROM STEM.
SOD
24" STAKE TYP.
BACKFILL WITH
TOPSOIL AND
PEAT MOSS 3:1 RATIO
SCARIFY ALL SIDES
AND BOTTOM OF
EXCAVATED HOLE
EROSION CONTROL NOTES
1. 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 any excavation or demolition work at the site.
3. Erosion control measures shown on the erosion control plan are the absolute minimum. The
contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing,
and/or disk the soil parallel to the contours as deemed necessary to 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 to a point 50' into the construction zone.
5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be
compacted with a vibratory plate compactor.
6. All grading operations shall be conducted in a manner to minimize the potential for site erosion.
Sediment control practices must be 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 the construction 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
constructed base components of roads, parking lots and similar surfaces are exempt from this
requirement.
8. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains
water from any portion of the construction site, or diverts water around the site, must be stabilized
within 200 lineal feet from the property edge, or from the point of discharge into any surface water.
Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a
surface water. Stabilization of the remaining portions of any temporary or permanent ditches or
swales must be complete within 14 days after connecting to a surface water and construction in
that portion of the ditch has temporarily or permanently ceased.
9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface
water.
10. All riprap shall be installed with a filter material or soil separation fabric and comply with the
Minnesota Department of Transportation Standard Specifications.
11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water
level of the respective wetland or water body at an elevation where the downstream slope is 1
percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or
water body.
12. All storm sewer catch basins not needed for site drainage during construction shall be covered to
prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage
during construction shall be provided with inlet protection.
13. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins
and intakes) the erosion control facilities shall be backed by stabilization structure to protect those
facilities from the concentrated flows.
14. Inspect the construction site once every seven days during active construction and within 24 hours
after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the
SWPPP.
15. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the
sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of
discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.
16. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a
manner and at a frequency sufficient to minimize off-site impacts.
17. All soils tracked onto pavement shall be removed daily.
18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction
activity is reaching the infiltration area and these areas are protected from compaction due to
construction equipment driving across the infiltration area.
19. 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 for the stormwater.
20. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric,
construction and demolition debris and other wastes must be disposed of properly and must comply
with MPCA disposal requirements.
21. 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 of hazardous waste must be in
compliance with MPCA regulations.
22. External washing of trucks and other construction vehicles must be limited to a defined area of the
site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed
onsite.
23. All liquid and solid wastes generated by concrete washout operations must be contained in a
leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow
washout liquids to enter ground water is considered an impermeable liner. The liquid and solid
wastes must not contact the ground, and there must not be runoff from the concrete washout
operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with
MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete
equipment operators to utilize the proper facilities.
24. 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.
25. All permanent sedimentation basins must be restored to their design condition immediately
following stabilization of the site.
26. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final
Stabilization.
Z
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7309 LAKE DRIVE
CIRCLE PINES, MN 55014
U
0
0
0
7309 LAKE DRIVE
CIRCLE PINES, MN 55014
I hereby certify that this plan,
specifications 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.
Matt Woodruff, P.E.
Date: 01.11.17 Reg. No.: 41885
Rev. Date Description
A 01.30.17 RCWD Comments
Project #: 12176003.000
Drawn By: NJN
Checked By: MJW
Issue Date: 01.11.2017
Sheet Title:
DETAILS & NOTES