HomeMy WebLinkAbout05/14/2014 P&Z PacketCITY OF LINO LAKES
PLANNING & ZONING BOARD MEETING
Wednesday, May 14, 2014
6:30 p.m.
Council Chambers
Please be courteous and turn off all electronic devices during the meeting.
A C 11 1V11 A
1. CALL TO ORDER AND ROLL CALL
2. APPROVAL OF AGENDA
3. APPROVAL OF MINUTES: April 9, 2014
4. OPEN MIKE
5. ACTION ITEMS
A. Century Farm North: CONTINUED PUBLIC HEARING
i. Rezone property at 7880 Sunset Ave (PID 07-31-22-23-0004) from R-
Rural to PUD-Planned Unit Development.
ii. Amendment to the Development Stage Plan/Preliminary Plat of Century
Farm North
B. PUD Final Plan/Final Plat for NorthPointe Development
C. PUBLIC HEARING to consider amending sections of Chapter 1010 of the City
Code relating to the regulation of signs
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.
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• 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.
PLANNING & ZONING BOARD
AGENDA ITEM 5A
STAFF ORIGINATOR:
P & Z MEETING DATE
Katie Larsen, City Planner
May 14, 2014
REQUEST: CONTINUED PUBLIC HEARING
"Century Farm North"
1. Rezoning
2. Amendment to PUD Development Stage
Plan/Preliminary Plat
CASE NUMBER:
APPLICANT:
REVIEW DEADLINE:
RZ2014-002
PD2014-001
PP2014-002
Gary M. Uhde
3157 Berwick Knoll
Brooklyn Park, MN 55443
Jeff Morell
7880 Sunset Avenue
Lino Lakes, MN 55014
Complete Application Date:
March 10, 2014
Environmental Board Meeting:
March 26, 2014
Park Board Meeting:
None
1st Planning & Zoning Board Meeting:
April 9, 2014
2nd Planning & Zoning Board Meeting:
May 14, 2014
Tentative Council Work Session Meeting:
June 2, 2014
Tentative City Council Meeting:
June 9, 2014
Initial 60-Day Review Date:
May 9, 2014
60-Day Extension (120 Day) Review Date:
July 8, 2014
1
BACKGROUND
Century Farm North is a residential Planned Unit Development (PUD) in northwest Lino
Lakes and was approved in 2003. It includes a mix of housing styles including typical
single family lots, single family airpark lots with hangars, single family detached
townhomes (individual house lots located within a commonly owned yard lot) and
attached townhomes. The original development consisted of 27 low density units and 223
medium density units on 85.3 net acres of land resulting in a net density of 2.93 units per
acre.
There have been five (5) final plats and one (1) PUD amendment to date. The first
amendment allowed for the conversion of 16 single family detached townhomes to 16
single family lots. Five (5) of those single family lots were final platted as part of the 5th
Addition.
The current Land Use Application is for the following:
• Rezone property located at 7880 Sunset Avenue from R-Rural to PUD-Planned
Unit Development.
• Amend the Development Stage Plan/Preliminary Plat of Century Farm North to
expand project boundary, realign Robinson Drive and create new parcels.
• Vacate dedicated parkland (City Council action)
The applicant is requesting an amendment to the PUD Development Stage
Plan/Preliminary Plat of Century Farm North to include a 0.991 acre parcel located 7880
Sunset Avenue owned by Jeff Morell. This parcel is currently zoned R-Rural and
requires rezoning to Planned Unit Development to be consistent with Century Farm
North. The project also includes the realignment of Robinson Drive.
The proposed PUD preliminary plat boundary amendment occurs within Outlot A and
Park area of Century Farm North 5th Addition. This will be the second PUD Amendment
to Century Farm North.
The preliminary plat of Century Farm North 5th Addition consists of 10 single family
detached townhomes and 16 single family lots. Five (5) of those single family lots have
been developed. The proposed Century Farm 6th Addition will include the remaining 11
undeveloped lots from the 5th Addition, convert the 10 single family detached townhomes
to single family lots and create an additional 11 single family lots for a total of 32 single
family lots. Outlot C is for future townhome development.
A portion of dedicated parkland will need to be vacated to accommodate 3 proposed new
lots.
W
A previous land use application to amend the PUD Development Stage Plan/Preliminary
Plat for Century Farm North was submitted in May 2013 and the public hearing was
continued through several Planning & Zoning Board meetings. The applicant formally
withdrew the application in January 2014.
A new public hearing was held by the Planning & Zoning Board on April 9, 2014 and
continued to the May 14, 2014 meeting. The Planning Staff Report dated April 9, 2014
precedes this report.
The following staff report is based on the revised plan set prepared by Plowe
Engineering, Inc. dated April 25, 2014 and received by the City on April 25, 2014.
ANALYSIS
Rezoning
The 0.991 acre parcel located at 7880 Sunset Avenue is currently zoned R-Rural. The
PUD amendment proposes to amend the boundary of the Century Farm North
preliminary plat to include this parcel. The property requires rezoning from R-Rural to
PUD-Planned Unit Development to be consistent with the current development.
Lot Summary
The Lot Summary reflects changes from the approved original PUD Development Stage
Plan/Preliminary Plat, final plats and amendments. The phasing plan has been reduced
from 8 phases to 7 phases.
Single Family
Single Family
Attached
Phase
Air Park
Detached
TOTAL
Lots
Townhomes
Townhomes
Original
Proposed
Original
Proposed
Original
Proposed
Original
Proposed
Original
Proposed
lst
30
26
9
8
16
16
-
-
55
50
2nd
1
-
-
-
22
23
42
42
65
65
3rd
-
-
9
14
9
9
34
34
52
57
4th
-
-
-
-
1
1
38
38
39
39
5th
5
-
-
-
-
5
-
-
5
5
6th
11
32
-
-
10
-
-
-
21
32
7th
-
-
-
-
-
-
12
12
12
12
TOTAL
47
58
18
22
58
54
126
126
249
260
Difference
+11
+4
-4
0
+11
Zoning and Land Use
Current Zoning
R, Rural & PUD, Planned Unit Development
Current Land Use
Residential, Parkland, Vacant
Future Land Use per CP
Medium Density
(4.0 to 5.9 units per acre)
Utility Staging Area
IA = 2008-2015
Topography and
MLCCS
Flat with sod on hydric soils and saturated
altered/non-native vegetation
Density Calculations
Entire Amended Preliminary Plat for Century Farm North
Acres
Gross Property Area
95.63
Wetland
12.72
Arterial (CR 53) ROW
1.28
Park Dedication
13.32
Net Property Area
V68.31
# Units
260
jjjjk,,Density
3.81 units/acre
The density calculations are based on the entire amended preliminary plat for Century
Farm North. At the time the original PUD was approved in 2003, the City's
Comprehensive Plan for medium density residential development allowed for 3 to 6
dwelling units per acre and the original density was 2.93 units per acre. Although the
current Comprehensive Plan for medium density requires 4.0 to 5.9 dwelling units per
acre, the developer has the right to develop at a density consistent with the original PUD.
The increased density to 3.81 units per acre moves in a direction more consist with the
current Comprehensive Plan.
Proposed Century Farm North e Addition
Gross Area (acres)
Wetland
-0.13
Conservation Easements
-1.05
Arterial ROW
?
Park Dedication/Vacate
+0.545
Net Area (acres)
# of Units
32
Gross Density (units/acre)
Net Density (units/acre)
The total gross area of the proposed Century Farm North 6th Addition shall include Outlot
A, Century Farm North 5th Addition, the vacated parkland and the Morell parcel. The
developer shall complete the above chart and include it on Sheet PP -Preliminary Plat.
Zoning Requirements and Standards
The PUD provides flexibility from the strict standards of the zoning ordinance; however,
the proposed development shall model the R-2 District regulations. Unless otherwise
stated in the PUD resolution, the regulations and performance standards of the zoning
ordinance and R-2 Two Family Residential District will be in effect.
R-2 Requirements
R-2 District
Required
Proposed
Min. Lot Size (sq. ft.)77
7,500
8,060
Min. Lot Width (feet)
Interior Lot
60
60 to 62
Corner Lot
80
Varying 80+'
Min. Lot Depth (feet)
125
130 to 131.81
5
Building Setback (feet)
R-2 District
Required
Proposed
-From Streets -
Local Street
25
NA
Collector or Arterial
40
40
-Rear-
Principal
25
25
Accessory
5
5
-Side-
Principal
10
10
Accessory
5
5
Buffer
15' if side or
rear lot abuts
collector or
arterial street
Required
Building Design Standards
The developer is proposing several different housing models and product types to provide
customers with options and development variations. The building design standards as
established in the R-2, Two Family Residential District shall apply to the single family
lots except the following PUD criteria regarding garages and front porches shall apply:
a. All single family dwellings shall have a minimum double garage.
b. All single family dwellings shall include a front porch or stoop that is
covered, unenclosed and a minimum of 3 feet in depth.
c. All single family dwelling and garage elevations shall include a variation
in exterior building materials such as brick, stone, rock face, concrete
block, wood, stucco, vinyl, steel, fiber cement and aluminum siding.
d. Side or rear loaded garages are permitted. The elevation facing the street
shall require a minimum of one (1) window.
e. The garage doors shall incorporate architectural design features such as
decorative windows, panels, hinges, etc.
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f. Garages in excess of two stalls shall be broken up so the additional stalls
are recessed from the main garage fagade.
g. Garage width does not exceed 32 feet.
Surrounding Zoning and Land Use
Direction
Zoning
Existing Land Use
Future Land Use
North
R, Rural
Agricultural
Low Density
Residential
South
R, Rural
Residential
Low Density
Residential
East
R, Rural
Agricultural
Low Density
Residential
West
City of Blaine
City of Blaine
City of Blaine
Subdivision Ordinance
Conformity with the Comprehensive Plan and Zoning Code
The rezoning and PUD amendment have been reviewed for compliance with the
comprehensive plan, zoning and subdivision ordinance. The proposed development is not
considered premature, is consistent with the original PUD and meets the performance
standards of the subdivision and zoning ordinance.
Blocks and Lots
The preliminary plat amendment creates 5 blocks with 32 lots and 3 Outlots and will be
final platted as Century Farm North 6th Addition. Outlot A and B protect wetlands, ACD
10-22 drainage ditch and stormwater management ponds. Outlot C is proposed for future
townhome development and shall require final plat. Typical lots are shown as 62 feet
wide and 130 feet deep.
Streets and Alleys
Robinson Drive is classified as a minor collector roadway and shall be constructed in its
entirety the full length from CR 53 (Sunset Avenue) to Century Trail (approximately
1,600 feet) with this next phase of development. CR 53 (Sunset Avenue) is currently
classified as a major collector and 60 feet right of way from centerline is being dedicated
as required. Trail and/or sidewalk shall be constructed along Robinson Drive. Staff is
considering traffic calming techniques in road design.
The existing house and driveway location at 7880 Sunset Avenue will remain in place. It
was the recommendation of both the City and Anoka County Highway Department to
7
relocate the driveway to Robinson Drive for safety purposes but costs and site design of a
new driveway are prohibitive. A condition of the final plat will be if the house were ever
to be demolished or lose its legal non -conforming status, the driveway will be required to
be relocated off of Robinson. The final plat will also require right of access dedicated to
the County.
Easements
Standard drainage and utility easements are shown around the interior perimeter of lots,
wetlands and storm water drainage areas. A drainage and utility easement shall be
dedicated over Outlot B which is a stormwater management pond.
Storm Water Management and Erosion and Sediment Control
A revised Stormwater Drainage Report was prepared by Plowe Engineering, Inc. on April
8, 2014 and has been reviewed by the City Engineer and Rice Creek Watershed District
for compliance. The SWPPP has been reviewed by the City Environmental Coordinator.
Impervious Surface Coverage
Pre -Development
Post -Development
Impervious (acres)
0.10
5.10
Pervious (acres)
11.25
6.25
OTAL
11.35
* Individual single family lots shall not exceed 50% impervious.
Utilities
Public water, sanitary and storm sewer utilities will be installed in conjunction with the
construction of Robinson Drive. The watermain will also extend south along CR 53 and
connect with the existing watermain to loop the system for better fire protection and
water quality.
The property owners are requesting the city design, construct and assess the benefitting
property owners for the road and utility improvement costs. The City has drafted a
Petition and Waiver Agreement and it shall be signed by the property owners.
Public Land Dedication
The PUD amendment includes the creation of 11 additional lots and the vacation of
approximately 0.545 acres of previously dedicated parkland. The vacated parkland
would be used to create 3 additional lots along Robinson Drive. The newly created lots
would be subject to the City's Park Dedication fee at $2,500 per lot. Additionally, the
N.
City would need to be reimbursed for the value of the land dedication established at the
original time of approval which was $50,000 per acre. The following park dedication
requirements shall be met:
0.545 gross acres — 0.00 acres wetland = 0.545 net acres
0.545 acres x $50,000 (value of land at time of dedication) = $27,250
11 lots x $2,500 payment in lieu = $27,500
TOTAL = $54,750
Note that any wetland on the vacated parkland shall be subtracted from the total area.
Only upland can be used to calculate the reimbursement amount.
The property owner is working with city staff on bringing in suitable topsoil and seed in
to the existing park.
Tree Preservation and Mitigation Plan
A Tree Preservation and Mitigation Plan is not required since the site has been rough
graded and any potential tree removal is within the basic use area (BUA) and the basic
use area is not an environmental sensitive area (ESA).
Landscaping
Landscaping is subject to the approved PUD Landscape Plan. In previous phases of
Century Farms North, the developer installed the required and additional trees along the
boulevard. Staff recommends that the developer plant and guarantee for 1 growing
season the required boulevard trees according to the submitted Landscape Plan. Staff
also recommends that additional trees not be installed if there is conflict with
underground utilities. It is recommended that the decision to not allow additional trees
on any one site will be at the discretion of City Staff. A determination for the suitability
of additional trees shall be made when the new tree locations are staked out for Gopher
state one calls. The City shall maintain the right to reject any trees brought to the site for
planting on City boulevards based on City horticultural standards.
It is also recommended that additional landscape plantings on outlots and boulevards be
installed by the developer, and not adjacent property owners.
A clear vision triangle shall be maintained at the intersection of Robinson Drive and
Sunset Avenue.
Comprehensive Plan
Resource Management System
The Resource Management Plan identifies a greenway system, future neighborhood park,
proposed designated bike route along CR 53 and the need for a future north -south trail in
I
the subject site area. The greenway and wetlands are being protected via easements or
dedicated parkland. Additional right of way is being dedicated along CR 53. Six acres of
parkland were deeded to the City as part of Century Farm North Fifth Addition. An 8
foot wide bituminous trail is proposed to extend north -south throughout the development
and is consistent with the Park, Greenway & Trail System Plan.
Land Use Plan
The land use is guided for medium density residential development per the
Comprehensive Plan and is within the I Utility Staging Area.
Housing Plan
Key goals of the Housing Plan are to ensure housing development is compatible with
existing and adjacent land uses and provide accessibility to key community features and
natural amenities. The PUD provides a variety of housing stock from standard single
family lots to smaller single family lots and townhome development.
Transportation Plan
Per the Transportation Plan, Robinson Drive is a minor collector and shall be constructed
the full length from CR 53 (Sunset Avenue) to Century Trail with this next phase of
development. CR 53 (Sunset Avenue) is classified as a major collector and proper
turning lanes shall be constructed. Staff is considering traffic calming techniques in road
design.
Transportation includes all multi -modal systems which accommodate pedestrians,
bicycles, roadways and transit. An 8 foot wide bituminous trail is proposed to extend
north -south throughout the development and is consistent with the Park, Greenway &
Trail System Plan. A 5 foot wide concrete sidewalk is proposed along the south side of
Robinson Drive.
Alternative Urban Areawide Review (AUAR)
The site is not within the I-35E AUAR Corridor.
Wetlands
A Revised Wetland Delineation Report was prepared by Wenck Associates in December
2013. One wetland area was identified within the project area. Rice Creek Watershed
District (RCWD) reviewed and approved the delineation on January 2, 2014.
Per the RCWD CAPROC letter dated April 16, 2014, the applicant is unable to fully meet
the buffer provisions of RCWD Rule F.6(e)(2), which requires an average buffer width of
50-feet and minimum of 25-feet at all locations. The applicant has requested and received
a variance from RCWD from the 25-foot buffer requirements.
10
Per RCWD Rule C.I0(d), projects within CWPMP areas, the wetland management
corridor (WMC) boundary delineation, buffer and easement requirements found at Rule
F.6 apply. The preliminary plat amendment indicates a wetland buffer and conservation
line around the wetland areas. After discussion with the developer and RCWD, the
wetland buffer has been revised. Those revisions shall be incorporated into the plan set.
Floodplain
There is no floodplain located within the project site.
Growth Management Policy
Per the Comprehensive Plan, an annual average of 230 units per year over each 5 year
phasing period not to exceed 345 units in any 1 year is allowed. At the end of the 5 year
phasing period unallocated units will be averaged out over the next 5 years.
A phasing plan indicates 32 single family lots to be developed in Phase 6 and 12
townhome units to be developed in Phase 7.
Final Plat
A land use application for PUD Final Plan/Final Plat for Century Farm North 61n
Addition shall be required. At such time, the developer shall enter into a Development
Contract and other documents as the City deems necessary. The boundary of the
proposed Century Farm North 61h Addition final plat shall include Outlot A, Century
Farm North 5th Addition, the vacated parkland and the Morell parcel.
Supporting Documents
Other supporting documents include:
• Revised Stormwater Drainage Report prepared by Plowe Engineering, Inc. on
April 8, 2014
• Revised Wetland Delineation Report prepared by Wenck Associates in December
2013
• Soils Investigation prepared by Wenck Associates in December 2013
• WCA Notice of Decision dated November 4, 2013
• Planning Staff Report dated April 9, 2014
• RCWD CAPROC Letter dated April 16, 2014
RECOMMENDATION
Staff recommends approval of the rezoning and amendment to PUD Development Stage
Plan/Preliminary Plat for Century Farm North. The following items shall be addressed
prior to approval by the City Council unless otherwise noted:
11
1. All comments from City Engineer letters dated May 7, 2014 and May 9, 2014
shall be addressed.
2. All comments from Environmental Coordinator letter dated April 1, 2014 shall be
addressed.
3. All comments from Anoka County Highway Department letter April 21, 2014
shall be addressed except for the relocation of the driveway.
4. Approval from Rice Creek Watershed District shall be required at the time of
recording the final plat.
5. A summary table created in Microsoft Excel by lot and block and outlots of lot
sizes (gross, unbuildable and net area) and setbacks (front, rear and side) shall be
required.
6. The original approved PUD Preliminary Plat for Century Farm North shall be
incorporated into the plan set.
7. Drainage and utility easements shall be dedicated over stormwater drainage areas
including Outlot B.
8. Conservation easements shall be dedicated over wetland buffer areas as required
by Rice Creek Watershed District.
9. Conservation easement language shall include allowance for construction of trails,
parks, storm water management facilities, retaining walls, etc.
10. Outlots A and B shall be deeded to the City at the time of recording the final plat.
11. The developer shall draft the deeds for Outlot A and B.
12. A Petition and Waiver Agreement regarding public improvement construction and
assessments shall be drafted by the City and signed by the owners.
13. A condition of the final plat for Century Farm North 6th Addition will be if the
house located at 7880 Sunset Avenue were ever to be demolished or lose its legal
non -conforming status, the driveway will be required to be relocated off of
Robinson Drive.
14. The final plat for Century Farm North 6th Addition will require right of access
dedicated to Anoka County.
15. The applicant shall provide documentation from RCWD approving the variance
from the 25-foot buffer requirements.
16. A separate plan sheet indicating the wetland boundary, wetland buffer and
conservation easement and location of wetland buffer signs shall be included in
the plan set.
17. The house located at 7880 Sunset Avenue shall immediately hook up to municipal
water and sanitary services when available.
18. The existing well located at 7880 Sunset Avenue shall be properly abandoned per
state and local regulations.
19. The existing septic drain field located at 7880 Sunset Avenue shall be properly
removed per state and local regulations.
20. Sheet CO, Title Sheet:
a. The original PUD Preliminary Plat for Century Farm North shall be
incorporated into the plan set.
21. Sheet C1-1, Grading, Drainage and Erosion Control Plan:
a. Remove comment "Existing driveway to be removed -install new driveway
to Robinson Drive."
12
22. Sheet L1, Landscape Plan:
a. The trail shall be shown on the plan sheet.
b. A landscape buffer shall be shown between the trail and the lot line on
Outlot A and the Park area.
c. The developer shall be responsible for installing the landscape buffers
along the trail segments, Lot 1, Block 3 and Lot 1, Block 4.
d. A clear vision triangle shall be maintained at the intersection of Robinson
Drive and Sunset Avenue.
i. Remove 1 large boulevard tree and 2 black hills spruce on Lot 1,
Block 3.
ii. Remove 2 large boulevard trees and 1 black hills spruce on Lot 1,
Block 4
23. Sheet PP, Preliminary Plat:
a. The developer shall complete the density chart on page 5 of this report and
include it on Sheet PP -Preliminary Plat.
b. The stormwater pond dimensions on Outlot B do not appear to match the
pond area shown on the grading plans. Please revise.
c. The trail shall be shown on the plan sheet.
d. The wetland buffer and conservation easement line shall be modified.
e. Dimensions of Outlot A, Lot 10, Block 3 and Lot 1, Block 2 shall be
modified.
24. Sheet 2 of 8-Certificate of Survey
a. The Certificate of Survey shall in be included in the plan set.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. City Engineer letters dated May 7, 2014 and May 9, 2014
4. Environmental Coordinator letter dated April 1, 2014
5. Anoka County Highway Department letter dated April 21, 2014
6. Excerpts from revised plan set prepared by Plowe Engineering, Inc. dated April
25, 2014 and received by the City on April 25, 2014
13
0 95 190 380 570 760
Aerial Map N Feet
CITY' "'OF W E
11N KE Century Farm North S.
■
WSB
& Assocengineering • planning • environmental • construction
Memorandum
To: Jason Wedel, PE, City of Lino Lakes
From: Katy Thompson, PE
Date: May 7, 2014
Re: Century Farm North 6rh Addition
Stormwater Management Plan Review
WSB Project No. 02029-490
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
We have completed a stormwater management review for the Century Farm North 6th Addition
in Lino Lakes, MN.
The following documents were provided for review:
• grading and utility plans dated 04/25/14 by Plowe Engineering
• Stormwater Drainage Report with HydroCAD output dated 03/10/14 and revised by
Plowe Engineering on 4/8/14
• Drainage areas plans dated 04/08/14 by Plowe Engineering
A review of these documents was completed to verify the extent that they are able to meet the
City's ordinance for stormwater management and standard engineering practices for stormwater
management. As you are aware, the City's Ordinance is currently being updated to reflect the
new rules of Rice Creek Watershed District (RCWD). Revisions to the RCWD Rules offer the
developer more flexibility than the old rules and, therefore, the proposed stormwater treatment
facilities will be reviewed to the new rules of RCWD.
Based on our review, we offer the following comments that should be addressed by the
applicant:
PROCEDURAL
Operation and Maintenance Agreement for stormwater management facilities will be
required.
2. The applicant must receive permits from other agencies prior to construction. Permits
needed include the MPCA's NPDES Construction Stormwater Permit and RCWD's
Stormwater Management and Erosion Control Permits.
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
SAAdvisory Boards & Comnwsions\Planning & Zoning Board\Packets\2014 Packets\05-12-2014 P&Z Packet\5A-CFN\3a MEMO j_wedel stormwater comments 050714.dom
Mr. Jason Wedel
March 26, 2014
Page 2
GRADING PLAN and EROSION CONTROL PLAN
3. Note that the proposed project exists in an area of Anoka County that was previously
unmapped by FEMA. The 2013 revised preliminary Flood Insurance Rate Map (FIRM)
data for Anoka County shows Pond B, portions of proposed Street B and Block 4 lots
may be in a future special flood hazard area Zone A. The preliminary data can be
downloaded from the Minnesota Department of Natural Resources
at: ftp://ftp.dnr.state.mn.us/pub/waters/floodplain/County data/Anoka/
4. Note, the seasonally high groundwater elevation of 897.0 is higher than the permanent
pool elevation of 895.5, besides constructability issues, the groundwater may seep into
the pond, reducing the active storage capacity.
5. Benchmark or datum not shown on grading plan.
6. Provide inlet sediment control protection for all inlets to ponds (rear yards especially).
STORMWATER MANAGEMENT
7. The proposed 100-year 24-hour discharge rate (41.85 cfs) exceeds existing peak rate
(41.14 cfs).
8. Curve Numbers used in the HydroCAD model should match standards outlined in
RCWD Rules. The HydroCAD output shows varying curve numbers used despite the
report stating only 74 was used for the proposed development.
9. Verify the total runoff area as the HydroCAD output shows an increase from existing to
proposed conditions, while the watersheds shown on plans did not change.
This concludes our stormwater management comments at this time. If you, or the applicant,
have any questions regarding these comments, please contact Katy Thompson at (763) 270-3473
or kthompson@wsbeng.com.
SAAdvisory Boards & Co issions\Planning & Zoning Bmd\Packets\2014 PacketsW-12-2014 P&Z Packet\5A-CFN\3a MEMO j_wedel sto-tu -em
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IWVB
& Assocengineering • planning • environmental • construction
Memorandum
To: Katie Larsen, City Planner
From: Jason C. Wedel, PE
Date: May 9, 2014
Re: Century Farms North 6rh Addition
WSB Project No. 2029-490
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
The Century Farm North PUD Preliminary Plat Amendment 6th Addition documents received
April 25, 2014:
1. Full size Preliminary Construction Plans prepared by Plowe Engineering dated April 25,
2014.
2. RCWD Conditional Approval Pending Receipt of Changes dated April 14, 2014.
3. Anoka County Highway Department Development Review Letter dated April 21, 2014.
4. Stormwater Drainage Report with HydroCAD output updated April 8, 2014 by Plowe
Engineering
General Comments:
1. City approvals are pending the applicant's RCWD permit which is currently CAPROC
a. The location of Street B is to be coordinated.
2. The following Anoka County requirements need to be incorporated for project approval:
a. The addition of turn lanes on CR 53 at Robinson Drive including both a right turn
lane, and a left turn lane (by-pass).
b. The relocation of the existing driveway (address 7880 Sunset Road/CR 53) from
CR 53 to Robinson Drive. To be located 40 feet from the west property
line/intersection and outside of easements.
c. Sight distance requirements met to the fullest extent possible. As a minimum,
remove trees from the landscape plan at the intersection site triangle.
d. Culvert under Robinson Drive at CR 53.
3. Operation and Maintenance Agreement for stormwater management facilities is to be
submitted prior to preliminary plat approval.
Storm Sewer and Drainage Comments:
1. Note the proposed 100-year 24-hour discharge rate (41.85 cfs) exceeds existing peak rate
(41.14 cfs).
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
Ms. Katie Larsen
May 9, 2014
Page 2
2. Curve Numbers used in the HydroCAD model should match standards outlined in
RCWD Rules. The HydroCAD output shows varying curve numbers used despite the
report stating only 74 was used for the proposed development.
3. Verify the total runoff area as the HydroCAD output shows an increase from existing to
proposed conditions, while the watersheds shown on plans did not change.
4. Note that the proposed project exists in an area of Anoka County that was previously
unmapped by FEMA. The 2013 revised preliminary Flood Insurance Rate Map (FIRM)
data for Anoka County shows Pond B, portions of proposed Street B and Block 4 lots
may be in a future special flood hazard area Zone A. The preliminary data can be
downloaded from the Minnesota Department of Natural Resources at:
ftp://ftp.dnr.state.mn.us/pub/waters/floodplain/County data/Anoka/
5. Note, the seasonally high groundwater elevation of 897.0 is higher than the permanent
pool elevation of 895.5, besides constructability issues, the groundwater may seep into
the pond, reducing the active storage capacity.
6. Provide inlet sediment control protection for all inlets to ponds (rear yards especially).
Grading Comments:
1. Benchmark or datum not shown on grading plan.
This concludes our plan review comments at this time. If you, or the applicant, have any
questions regarding these comments, please contact me at (612) 360-1298 or
dhankee@wsbeng.com.
Environmental
Memo
To: Katie Larsen
From: Marty Asleson
Date: April 1, 2014
Re: Environmental Board Recommendations for Century Farms North
The following recommendations were made by the Lino Lakes Environmental Board
on March 26, 2014 concerning Century Farms North:
Late in 2012 the Environmental Board reviewed this plan and determined that
the boulevard trees would consist of alternating American Linden and Swamp
White Oak. This is still part of the plan. The Environmental Board also stated
that under no circumstances would any species of Green Ash be allowed in
the plant pallet.
Staff recommends the developer plant and guarantee for 1 growing season
the required boulevard trees according to the submitted Landscape Plan.
Staff also recommends that additional trees not be installed if there is conflict
with underground utilities. It is recommended that the decision to not allow
additional trees on any one site will be at the discretion of City Staff. A
determination for the suitability of additional trees shall be made when the
new tree locations are staked out for Gopher state one calls. The City shall
maintain the right to reject any trees brought to the site for planting on City
boulevards based on City horticultural standards.
• Staff recommends additional landscape plantings on outlots and boulevards
be installed by the developer, and not adjacent property owners.
0 Page 1
• The Storm Water Pollution Prevention Plan be as site specific as state law
requires and include the following:
1. The permitees must, before construction begins, provide training
documentation that the individuals listed as SWPPP overseers are
certified by a MPCA approved training method. With that, the City would
need names of the person or persons involved with SWPPP
management, dates of training and the names of instructors of entity
providing training, and the content of the training course or workshop
including the numbers of hours training
2. The specific location of the SWPPP must be located on the map as well
as where all required weekly and follow up inspections and corrections
can be found.
3. The owner must identify who will have the responsibility for long-term
operation and maintenance of the permanent stormwater management
system. The owner must include in the SWPPP a chain of responsibility
with all operators on the site, or if not known, the title or position of the
responsibility of responsible party, to ensure that the SWPPP will be
implemented and stay in effect until the construction project is complete,
the entire site has undergone final stabilization and a "Notice of
Termination" has been submitted to the MPCA.
4. Proposed erosion prevention and sediment control BMP's to control the
discharge of sediment and/or other pollutants from the site, particularity at
the point(s) of intended discharge. All surrounding stormwater inlet drains
within 200 feet of the site that have water draining to them must have a
city approved stormwater inlet protection device installed prior to
construction.
5. The SWPPP must incorporate the requirements (MPCA Stormwater
Discharge Design Requirements) including calculations for the project.
6. Site specific quantities must be included for all erosion prevention and
sediment control BMPs.
7. Must include maps of all surface waters and wetlands and storm ponds or
basins that can be identified on maps such as a USGA 7.5 minute
quadrangle map, the NWI maps or equivalent maps within one mile (aerial
radius) from the project boundary that will receive stormwater associated
with construction activity during or after construction. This site is within
one mile of a receiving lake.
8. The SWPPP must describe a maintenance plan identifying who will be
performing future maintenance of permanent stormwater treatment
systems on the site.
0 Page 2
• The removal of or importing of soils on and off the site shall be prohibited
without city staff approval.
• City native seed mix specifications shall be provided for all ponds, swales,
ditches and infiltration areas.
• A transitional seed mix shall be used when transitioning sod yard areas.
• Page 3
COUNTY OF ANOKA
Public Services Division
HIGHWAY DEPARTMENT
1440 BUNKER LAKE BLVD. N.W., ANDOVER, MINNESOTA 55304-4005
(763) 862-4200 FAX (763) 862-4201
April 21, 2014
Katie Larsen
City of Lino Lakes
600 Town Center Parkway
Lino Lakes, MN 55014-1182
Re: Preliminary Plat - Century Farm North, 6t" Addition
Dear Katie,
We have reviewed the preliminary plat of Century Farm North - 6t" Addition, to be located east of CR 53
(Sunset Road) at Robinson Drive within the City of Lino Lakes, and I offer the following comments:
As depicted on the plat, 60ft of right of way adjacent to CR 53 will be required for future
reconstruction purposes. As proposed, the plat would introduce a new city street intersection with the
construction of the proposed Robinson Drive. It appears that there are deficiencies for the Case I Sight
Distance Requirements at CR 53/Robinson Drive intersection, with the obstruction being an existing
house and trees. The City/Developer should ensure that all applicable sight distance requirements are
met to the fullest extent possible for this development. Please note that no plantings or business signs
will be permitted within the county right of way, and care should be exercised when locating signs,
buildings, structures, plantings, berms, etc. outside of the county right of way, so as not to create any
new sight obstructions along this section of CR53. The access point for the existing house on Lot 1,
Block 3 is to be removed from CR 53 and placed on the new Robinson Drive in conjunction with this
plat. Following the removal of the existing driveway access for Lot 1, Block 3, the CR 53 ditch section
is to be restored by the developer to match the adjacent ditch depth, slope, and grade. The Right of
Access along the plat with an exception for the new local roadway (Robinson Drive) should be
dedicated to Anoka County.
ACHD would like to work with local governments in promoting compatibility between land use and
the county highway system. It should be recognized that residential land uses located adjacent to
County highways often results in complaints about traffic noise. Existing and/or future traffic noise
from CR53 could exceed noise standards established by the Minnesota Pollution Control Agency
(MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of
Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all
reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification
(NAC) where establishment of the land use would result in violations of established noise standards.
It is advised that the City and the Developer should assess the noise situation for this development as it
is proposed to be located directly adjacent to CR53, and take the level of action deemed necessary to
minimize the impact of any highway noise by incorporating the appropriate noise mitigation elements
into the design and phasing of this plat as applicable.
Affirmative Action / Equal Opportunity Employer
The ACHD Engineering Plan Review process will apply to this development. Based upon the
number of lots within this development, the construction of a NB CR 53 right turn lane and a
SB CR 53 left turn lane (or possibly a SB CR 53 bypass lane) will be required to be
completed by the developer/City in conjunction with this development. Calculations must also
be provided along with a grading and erosion control plan that delineates the drainage areas
for this site. The post -development rate/volume of runoff must not exceed the pre -developed
rate/volume of runoff for the 10-year, critical design storm. County Ditch #32 is located in the
Rice Creek Watershed District, and the City/developer should coordinate drainage/discharge
affecting the county ditch with the Rice Creek Watershed District. An ACHD Engineering
Plan review fee of $450.00 will apply to this project. Contact Gina Pizzo, Engineer III, at
763.862.4248, email: Gina.Pizzo ckco.anoka.mn.us with any questions and to coordinate the
ACHD Engineering Plan Review process. Please submit the drainage calculations, grading and
erosion control plans, the ACHD Design Requirements list for County highway Modifications (copy
available via our web site), and the applicable engineering plan review fee to Ms. Pizzo for her review
and approval.
Once the ACHD Engineering Plan Review Process has been completed, the ACHD Permit process can
begin. An ACHD Permit to Work within the county ROW will be required and must be obtained by
the contractor completing the work prior to the commencement of any construction activity within the
county right of way (Permit for Work within County ROW=$150.00). License Permit Bonding,
methods of construction, work zone traffic control, restoration requirements and follow-up inspections
are typical elements of the permitting process. Once all necessary City and county approvals have
been obtained, the contractor can contact Terri Vaughan, Traffic Engineering Technician, at
763.862.4239, email: Terri.Vaughangco.anoka.mn.us for further information and to coordinate the
ACHD Permit process.
Thank you for the opportunity to comment.. Feel free to contact me if you have any questions regarding
this review.
Sincerely,
Jane K. Rose
Traffic Engineering Manager
xc: File - CR 53/Plats + Developments/2014
Larry Hoium, County Surveyor
Jack Forslund, Multimodal Transportation Manager
Randy Bettinger, Traffic Engineering Coordinator
Josie Scott, Traffic Engineering Technician
Terri Vaughan, Traffic Engineering Technician
Gina Pizzo, Engineer III
CENTURY FARM NORTH
PUD/PRELIMINARY PLAT AMMENUMENT
ATH ADDITION VICINITY MAP
TITLE SHEET, NOTES & LEGEND
LINO LAKES, WIN
GENERAL NOTES
THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL
INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN
DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO
AVOID DAMAGE TO THESE UTILITIES.
CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS.
INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND
DETAIL PLATES.
THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM
OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER
SERVICES TO EXISTING HOMES OR BUSINESSES.
STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC
STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.
NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
WATER MAIN NOTES
EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD
PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
ANY INSTALLATIONS.
PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES
WITHIN 18" OF WATER MAIN.
PROPOSED WATER MAIN SHALL BE PVC (PRESSURE CLASS AWWA C900 WITH
DR RATING OF 18). PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER
TYPE K.
TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND
HYDRANTS.
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SANITARY SEWER NOTES
EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED
IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO ANY INSTALLATIONS.
PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35.
PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26.
STORM SEWER NOTES
FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND
NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS.
WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE
PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE
MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE
PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH
WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING
AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE
REQUIREMENTS OF ASTM 2321.
STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END
SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH
OF PIPE.
STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/
APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR
WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS
AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS.
CURB & STREET NOTES
REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR
CONSTRUCTION IS CONSIDERED INCIDENTAL.
SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT.
RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION.
BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION.
FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION.
CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL.
Know what's below.
Call before you dig.
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C1-1
GRADING, DRAINAGE & EROSION CONTROL PLAN
C1-2
GRADING, DRAINAGE & EROSION CONTROL PLAN
C2-1
UTILITY PLAN
NOTES
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UTILITY PLAN
C2-3
UTILITY PLAN - WATERMAIN LOOP
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STORMWATER POLLUTION PREVENTION PLAN
EXISTING PLAT ZONING
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LANDSCAPE PLAN
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PRELIMINARY PLAT
MINIMUM LOT WIDTH
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CENTURY FARM NORTH - 6TH ADDITION
DRAWN BY: DESIGN BY:
A.G. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 14-1460
ORIGINAL DATE:
MARCH 10, 2014
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6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
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GRADING, DRAINAGE & EROSION CONTROL NOTES
1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL
ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE
WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT
CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING
OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF
LOCAL CONDITIONS REQUIRE.
2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA
BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL
EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR
PERMANENT COVER WITHIN SEVEN (7) DAYS.
3) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING.
NOTES
1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES
2) SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR SITE SEQUENCING
AND ADDITIONAL EROSION CONTROL NOTES
3) THE REMOVAL OR IMPORTING OF SOILS OFF -SITE IS PROHIBITED WITHOUT
PRIOR CITY APPROVAL.
SURFACE DRAINAGE
FINISHED GRADE
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DRAINAGE & UTILITY
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LOWEST FLOOR ELEVATION
PROPOSED ELEVATION AT
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RECOMMENDED SIDE
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DRAWN BY: DESIGN BY:
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CHCKD BY: PROJ. NO.
C.W.P. 14-1460
ORIGINAL DATE:
MARCH 10, 2014
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PLOWE
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
l�
0 15 30
1 INCH = 30 FEET
GRADING, DRAINAGE & ESC PLAN ��m�
CENTURY FARM NORTH - 6TH ADDITION
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61
DRAINAGE & UTILITY
EASEMENT
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NOTES
RECOMMENDED SIDE
FOR GARAGE
R
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LOW FLOOR = 902.0
9 i
904.5
STREET - \. \ ..(SEE DETAIL)
TYPICAL LOT LAYOUT
\
\:
GRADING, DRAINAGE & EROSION CONTROL NOTES
\ \ Know what's b `. W.
:
1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE \ \
ow w below.
• ..
(LOCATIONS TO BE DETERMINED — COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. \ \. ail before you dig.
1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES (CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) t V.. ................
2) SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR SITE SEQUENCING
AND ADDITIONAL EROSION CONTROL NOTES
3) THE REMOVAL OR IMPORTING OF SOILS OFF -SITE IS PROHIBITED WITHOUT
PRIOR CITY APPROVAL.
ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE.
2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA —BY —AREA BASIS TO MINIMIZE UNSTABILIZED
AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL
PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS.
3) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION
CONTROL NOTES AND SITE SEQUENCING.
DRAWN BY: DESIGN BY:
A.G. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 14-1460
ORIGINAL DATE:
MARCH 10, 2014
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PREPARED FOR:
CENTURY
FARM
NORTH
DEVELOPMENT,
INC.
SITE PLANNING
& ENGINEERING
PLOWE
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
0 15 30
1 INCH = 30 FEET
GRADING, DRAINAGE & ESC PLAN ��m�
CENTURY FARM NORTH - 6TH ADDITION
DRAWN BY: DESIGN BY:
A.G. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 14-1460
ORIGINAL DATE:
MARCH 10, 2014
NW CORNER OF
SW 1 /4 OF NW 1 /4 OF
SECTION 7, T31, R22
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EXISTING WELLS ON PROPERTY TO
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SITE PLANNING
& ENGINEERING
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PLOWE
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
0 15 30
Know what's b@IOW.
NOTES Call before you dig. 1 INCH = 30 FEET
1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES UTILITY PLAN
2) SEE STORM WATER POLLUTION PREVENTION PLAN FOR SITE SEQUENCING
AND ADDITIONAL EROSION CONTROL NOTES CENTURY FARM NORTH - 6TH ADDITION
DRAWN BY: DESIGN BY:
A.G. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 14-1460
10" DIP PLUG
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APRON 104
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PREPARED FOR:
CENTURY FARM
NORTH
DEVELOPMENT, INC.
SITE PLANNING
& ENGINEERING
PLOWE
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
0 15 30
1 INCH = 30 FEET
1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES
2) SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR SITE SEQUENCING
AND ADDITIONAL EROSION CONTROL NOTES
UTILITY PLAN
CENTURY FARM NORTH - 6TH ADDITION
II I I I ' 'I I-------J L----------------- ----- —
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CENTURY FARM NORTH - 6TH ADDITION
UKAVVN by: ULNUIN by:
A.G. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 14-1460
ORIGINAL DATE:
MARCH 10, 2014
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6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
^"46,
0 50 100
1 INCH =100 FEET
DRAWN BY:
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BOTANICAL NAME **
COMMON NAME **
SIZE AT INSTALL
QTY
OVERSTORY TREES
ACER RUBRUM
RED MAPLE
2-1/2" B&B
* 120
POPULUS TREMULOIDES
QUAKING ASPEN
TILIA AMERICANA
AMERICAN LINDEN
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TILLIA EUCHLORA
REDMOND LINDEN
QUERCUS ALBA
BUR OAK
QUERCUS BICOLOR
SWAMP WHITE OAK
EVERGREEN TREES
PICEA GLAUCA DENSATA
BLACK HILLS SPRUCE
4' HEIGHT B&B
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WHITE PINE
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AUTUMN BRILLIANCE SERVICEBERRY
MALUS SARGENTILL 'SELECT A'
FIREBIRD CRABAPPLE
* NO MORE THAN 50% OF TREES CAN BE ONE ANY ONE SPECIES
** EXAMPLE SPECIES - VERIFY SPECIES REQUIREMENTS AND AVAILABILITY
= EXISTING TREES (TO REMAIN) - 8 TOTAL ALONG SUNSET ROAD
NOTES
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ORIGINAL DATE:
MARCH 10, 2014
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CENTURY FARM
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SITE PLANNING
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6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
0 30 60
1 INCH = 60 FEET
1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES
2) SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR SITE SEQUENCING
AND ADDITIONAL EROSION CONTROL NOTES
LANDSCAPE PLAN
CENTURY FARM NORTH - 6TH ADDITION
DRAWN BY:
DESIGN BY:
A.G.
C.W.P.
CHCKD BY:
PROJ. NO.
C.W.P.
14-1460
NW CORNER OF
PROPERTY DESCRIPTION
DESCRIPTION — (Century Farm outlot)
OUTLOT A CENTURY FARM NORTH 5TH ADDITION
DESCRIPTION (Morell parcel)
THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 31,
RANGE 22.
BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 7, TOWNSHIP 31, RANGE 22, THENCE SOUTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER OF SECTION 7, ON AN ASSUMED BEARING OF S00 27'12"E A DISTANCE OF
120 FEET; THENCE N87 36' 19"E EAST A DISTANCE OF 360 FEET; THENCE, PARALLEL WITH SAID WEST
LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER TO A POINT OF INTERSECTION WITH THE
NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE WESTERLY ALONG THE
NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER TO THE POINT OF BEGINNING.
DESCRIPTION OF PARK VACATION:
THAT PART OF THE PARK AREA DEDICATED IN CENTURY FARM NORTH 5TH
ADDITION, ANOKA COUNTY, MINNESOTA DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID PARK OF SAID CENTURY
FARM NORTH 5TH ADDITION; THENCE EASTERLY ALONG THE NORTH LINE OF
SAID PARCEL ON AN ASSUMED BEARING OF NORTH 87° 36' 19" EAST A
DISTANCE OF 205.57 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG THE NORTH LINE OF SAID PARCEL ON A BEARING OF
NORTH 87° 36" 19" EAST A DISTANCE OF 180.00 FEET; THENCE SOUTN 02°
23' 41" EAST FOR A DISTANCE OF 131.18 FEET; THENCE SOUTH 87° 36" 19"
WEST A DISTANCE OF 180.00 FEET; THENCE NORTH 02° 23' 41" EAST FOR
A DISTANCE OF 131.18 FEET TO THE POINT OF BEGINNING.
AREA OR PARK VACATION:
23,726 SQ. FT. —OR— 0.545 ACRES
TYPICAL LOT EASEMENTS
PARKLAND VACATION DETAIL
PARK VACATION
0.545 ACRE
EXISTING DRAINAGE &
UTILITY EASEMENT PER
\ NOTES
1
PROPOSED PLAT ZONING
PUD
EXISTING PLAT ZONING
R & PU
/ MINIMUM LOT DEPTH
125 FEE
---- MINIMUM LOT WIDTH
60 FEET
MINIMUM LOT AREA
I
7,500 S
BUILDING SETBACKS
\ STREET (LOCAL)
= 25 FEET
STREET (COLLECTOR)
= 40 FEET
REAR
= 25 FEET
SIDE (PRINCIPAL)
= 10 FEET
SIDE (ACCESSORY)
= 5 FEET
DEVELOPMENT DATA
BOUNDARY AREA = 11.35 ACRES
OUTLOT A, CENTURY FARM NORTH 5TH ADDITION = 9.81 ACRES
PARKLAND VACATION = 0.55 ACRES
AA/'1r-)C1 I r) A 0rlC-I — /l nO A (IACC`
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TOTAL
UPLAND AREA
= 8.41
ACRES
[74.1 %]
TOTAL
RIGHT—OF—WAY AREA
= 2.81
ACRES
[24.8%]
TOTAL
WETLAND AREA
= 0.13
ACRES
[ 1.1%]
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ORIGINAL DATE:
MARCH 10, 2014
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_ — — 6776 LAKE DRIVE
SUITE 110
_ LINO LAKES, MN 55014
11— PHONE: (651) 361-8210
FAX: (651) 361-8701
Know what's below.
Call before you dig.
PRELIMINARY PLAT
CENTURY FARM NORTH = 6TH ADDITION
NORTH
q411
0 30 60
1 INCH = 60 FEET
DRAWN BY:
DESIGN BY:
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CHCKD BY:
PROJ. NO.
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14-1460
NW CORNER OF
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CENTURY F/
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ORIGINAL DATE:
MARCH 10, 2014
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6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
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1 INCH = 60 FEET
RESOURCE INVENTORY
CENTURY FARM NORTH - 6TH ADDITION
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DRAWN BY: DESIGN BY:
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CHCKD BY: PROJ. NO.
C.W.P. 14-1460
ORIGINAL DATE:
MARCH 10, 2014
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DEVELOPMENT,
INC.
SITE PLANNING
& ENGINEERING
PLOWE
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX: (651) 361-8701
NORTH
H
0 30 60
1 INCH = 60 FEET
BUILD -OUT & PHASING PLAN
CENTURY FARM NORTH - 6TH ADDITION
/P
PLANNING & ZONING BOARD
AGENDA ITEM 5B
STAFF ORIGINATOR:
P & Z MEETING DATE
REQUEST:
CASE NUMBER:
Katie Larsen, City Planner
May 14, 2014
NorthPointe
1. PUD Final Plan/Final Plat
FP2014-002
PF2014-001
APPLICANT: Tony Emmerich Construction, Inc.
Attn: Larry Olson
1875 Station Parkway NW
Andover, MN 55304
REVIEW DEADLINE:
Complete Application Date:
April 28, 2014
60-Day Review Deadline:
June 13, 2014
120-Day Review Deadline:
August 12, 2014
Environmental Board Meeting:
None
Park Board Meeting:
None
Planning & Zoning Board Meeting:
May 14, 2014
Tentative City Council Work Session:
June 2, 2014
Tentative City Council Meeting:
June 9, 2014
BACKGROUND
The proposed development is a PUD residential subdivision located northeast of the
intersection of Birch Street and 20t' Avenue South (CSAH 54). The preliminary plat is
94.09 gross acres and consists of a residential density mix of single family lots and an 88
unit senior multi -family residence. The following is a breakdown of unit development:
• 216 Single Family Units (215 new lots + 1 existing home)
• 11 Future Single Family Units (future development of existing home)
• 88 unit multi -family
• 315 TOTAL UNITS
1
The Land Use Application is for the following:
• PUD Final Plan/Final Plat for NorthPointe
This staff report is based on the following studies and plan sets received by the City on
April 28, 2014:
• Revised PUD Development Stage Plan/Preliminary Plat revision date April 28,
2014 prepared by Carlson McCain
• Grading, Development & Erosion Control Plans revision date April 28, 2014
prepared by Carlson McCain
• Sanitary Sewer, Watermain, Storm Sewer and Street Reconstruction Plans
revision date April 24, 2014 prepared by Carlson McCain
• Traffic Noise Assessment dated April 25, 2014 prepared by David Bras]au
Associates, Inc.
The City Council approved the rezoning from R, Rural to PUD, Planned Unit
Development with Ordinance 02-14 and the PUD Development Stage Plan/Preliminary
Plat with Resolution 14-21.
ANALYSIS
Revisions to PUD Development Stage Plan/Preliminary Plat
Resolution 14-21 approved the PUD Development Stage Plan/Preliminary Plat with
conditions required prior to approval of the PUD Final Plan/Final Plat. The conditions
have been satisfied unless otherwise noted in this report.
The original Outlot A has been omitted reducing the total number of outlots from 7 to 6.
The net density of the development remains at 4.01 units per acre.
Density Calculations
There was a slight revision in the wetland acreage but the net density of 4.02 units per
acre is still consistent with the comprehensive plan guidance of 4.0 to 5.9 units per acre.
W
Density Calculations
Gross Area (acres)
94.09
Wetland
9.66
Conservation Easements
0.68
Arterial ROW
0.26
Park Dedication
5.04
Net Area (acres)
78.45
# of Units
315
Gross Density (units/acre)
3.35
Net Density (units/acre)
4.02
Phasing Plan
The Phasing Plan was also modified:
PHASE
# of LOTS
Phase I
21
Phase II
40
Phase III
92
Phase IV
62
Subtotal
215
Existing House (2162 Cedar Street)
1
TOTALILJ
216
The developer intends to mass grade the entire development and park area in Phase I.
PUD Final Plan/Final Plat
Subdivision Ordinance
Conformity with the Comprehensive Plan and Zoning Code
The PUD Final Plan/Final Plat has been reviewed for compliance with the comprehensive
plan, zoning and subdivision ordinance. The proposed development is not considered
premature and meets the performance standards of the subdivision and zoning ordinance.
Resolution 14-21 approved the PUD Development Stage Plan/Preliminary Plat with
conditions required prior to approval of the PUD Final Plan/Final Plat. The conditions
have been satisfied unless otherwise noted in this report.
Blocks and Lots
The final plat for Phase I, NorthPointe creates 21 new lots and I lot with an existing
home at 2162 Cedar Street for a total of 22 lots. Outlots A through D are also being
created for future development, stormwater management and wetland protection areas.
Easements
Standard drainage and utility easements are being dedicated on individual lots and over
stormwater drainage areas. A drainage and utility easement is also being dedicated over
the watermain and sanitary sewer utility extending north to Cedar Street. When Phase II
is final platted, right of way will be dedicated over the easement and the roadway will be
constructed.
Public Land Dedication
The City will require a combination of land dedication and cash in lieu of land. Phases I,
II, IV and Outlot B (age -restricted multi -family complex) will pay straight park
dedication fees per unit at the time of each final plat. Phase III will dedicate 5.04 acres of
parkland, credit trail construction costs and collect any remaining cash balance associated
with Phase III. The park land dedication and trail construction is anticipated to occur in
2015. Market value based on 2015 Anoka County Estimated Market Land Values
(MKLND) is approximately $23,732 per acre. The developer purchased the property for
approximately $26,500 per acre. An agreed upon market value for land dedication is
$25,000 per acre.
Zoning
The City Council approved the rezoning from R, Rural to PUD, Planned Unit
Development with Ordinance 02-14.
2
Comprehensive Plan
Transportation Plan
The City Engineer sent a letter dated March 11, 2014 to Anoka County Highway
Department proposing that the construction of the right and left turn lanes on CSAH 54 at
Cedar Street be installed at the time the property to the north and east develops. The City
requests confirmation from the County regarding the request.
Alternative Urban Areawide Review (AUAR)
The project site is within the 2005 I-35E Corridor AUAR and is subject to the AUAR
mitigation plan. The proposed development is consistent with development Scenario 1
for residential medium density and complies with the mitigation plan in regards to
wetlands, water use, erosion and sedimentation, surface water runoff, wastewater and
transportation.
Noise Study
Minnesota Rule 7030 states any municipality having authority to regulate land use shall
take all reasonable measures within its jurisdiction to prevent the establishment of land
use activities listed in noise area classification (NAC) 1,2, or 3 in any location where the
standards established in part 7030.004 will be violated. The AUAR requires developers to
follow all appropriate guidelines and policies related to traffic noise and noise mitigation.
A Traffic Noise Assessment dated April 25, 2014, prepared by David Braslau Associates,
Inc. was submitted. The following are excerpts from the 4.0 Summary of Findings:
Homes along I-35E
Predicted daytime sound levels at residential lots along Interstate 35E are below the
daytime standards and no mitigation is required. However, "nighttime" levels between 6
and 7 am exceed the standards.
Homes along CSAH 54
Predicted daytime sound levels at residential lots along CSAH 54 are just below the
daytime L10 standards and no mitigation is required. However, limited improvements to
the small berm along CSAH54 could provide a better margin for complying with the
standards. The"nighttime" levels between 6 and 7 am exceed the standards.
Proposed Park in Outlot D
Predicted daytime levels are in excess of the NAC-1 standards which govern designated
picnicking areas as well as residential land uses. Some benefits could be achieved with a
5
10-foot berm along the easterly boundary of the park activity area, but much of the area
remains above daytime noise standards.
Note: A 12 foot berm is being constructed along the easterly boundary of 'the park along
I-35E.
Staff consulted with the MPCA and MNDOT noise specialists and had the following
comments:
1. The Traffic Noise Assessment applied certain exceptions to the state rules which
brought those noise levels that exceeded standards into compliance; however, it is
the opinion of both MPCA and MNDOT those exceptions do not apply to this
project. Noise standards for nighttime levels along both I-35E and CSAH 54
exceed the limits.
2. Field monitoring data shall be collected to support the traffic modeling data in the
study.
3. The developer/consultant shall provide a cost benefit analysis and documentation
for avoidance and mitigation efforts. Factors to be considered include increased
setbacks, higher berms and noise wall construction.
Whereas full compliance with noise standards is certainly a goal of the City, it may not
be achievable. The intent of noise mitigation is to minimize the effects of noise to the
greatest extent possible but within reasonable costs and measures. The developer is
installing berms and landscaping along CSAH 54 and in the park to minimize noise. The
developer shall provide a cost benefit analysis to determine if additional or alternative
noise mitigation techniques are feasible.
Floodplain
The 1982 FEMA Flood Insurance Rating Map (FIRM) indicates the southeast quadrant of
the site is located within a designated Zone A flood plain district. Per the Stormwater
Management Plan, the 100-year flood elevation is 909.7 which according the RCWD,
this would also be the 100-year regulatory flood elevation.
A Conditional Letter of Map Revision (CLOMR) shall be obtained from the Federal
Emergency Management Agency (FEMA) prior to issuance of any grading permits for
land located within the floodplain. A Letter of Map Revision (LOMR) shall be obtained
from FEMA prior to issuance of any building permits for lots located within the
floodplain.
Growth Management Policy
Per the Comprehensive Plan (page 3-27), an annual average of 230 units per year over
each 5 year phasing period not to exceed 345 units in any 1 year is allowed. At the end
of the 5 year phasing period unallocated units will be averaged out over the next 5 years.
Con
Development Contract
A Development Contract shall be drafted by the City, executed by the City and the
developer and recorded by the developer.
RECOMMENDATION
Staff recommends approval of the PUD Final Plan/Final Plat for NorthPointe subject to
the following conditions:
1. All comments from City Engineer letter dated May 8, 2014 shall be addressed.
2. All comments from Environmental Coordinator letter dated May 7, 2014 shall be
addressed.
3. Approval from Rice Creek Watershed District shall be required prior to recording
the final plat.
4. A Conditional Letter of Map Revision (CLOMR) shall be obtained from the
Federal Emergency Management Agency (FEMA) prior to issuance of any
grading permits for land located within the floodplain.
5. A Letter of Map Revision (LOMR) shall be obtained from the Federal Emergency
Management Agency (FEMA) prior to issuance of any building permits for
parcels located within the floodplain.
6. Conservation easements documents shall be drafted by the developer, approved
by RCWD and the City and recorded by the developer.
7. Conservation easement language shall include allowance for construction of trails,
parks, storm water management facilities, retaining walls, etc.
8. Outlot A of the NorthPointe final plat shall be deeded to the City.
9. The developer shall prepare the deed for Outlot A.
10. The developer shall grade the park in accordance with the approved grading plan
and provide top soil and seed per City specifications.
11. A Development Contract shall be drafted by the City, executed by the City and
the developer and recorded by the developer.
12. A Declaration for Maintenance of Storm Water Facilities shall be drafted by the
City and executed and recorded by the developer.
13. The developer shall submit HOA documentation to the City for review and
approval.
14. Traffic Noise Assessment prepared by David Braslau Associates, Inc.
a. Field monitoring data shall be collected to support the traffic modeling
data in the study.
b. The developer/consultant shall provide a cost benefit analysis and
documentation for avoidance and mitigation efforts. Factors to be
considered include increased setbacks, higher berms and noise wall
construction.
15. Preliminary Plat -Plan Set, Sheet 3-Preliminary Plat Index:
a. The sheet shall be revised to reflect the correct Site Data related to
Exemption Area and Wetland Area.
7
16. Preliminary Plat -Plan Set, Sheet L1-L2-Planting Plan:
a. Landscape plantings on the berms along I-35E shall be provided.
b. A cross section of the berms with landscape plantings shall be provided.
17. One full size set of the revised Preliminary Plat -Plan Set shall be submitted to the
City.
18. One electronic copy of the revised Preliminary Plat -Plan Set shall be submitted to
the City.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. City Engineer letter dated May 8, 2014
4. Environmental Coordinator letter dated May 7, 2014
5. Final Plat, NorthPointe
6. Excerpts from Revised PUD Development Stage Plan/Preliminary Plat revision
date April 28, 2014 prepared by Carlson McCain
N.
N 0 200 400 800 1,200 1,600
W E
Aerial Map Feet
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dNY KE F NorthPointe s.
■
WSB
& Assocengineering • planning • environmental • construction
Memorandum
To: Katie Larsen, City Planner
From: Jason C. Wedel, PE and
Diane Hankee PE
Date: May 8, 2014
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
Re: Northpointe Plans and Final Plat Review for Phase IImprovements
WSB Project No. 2029-650
The Northpointe Development PUD submittal documents received on April 28, 2014 and
reviewed here within, included the following:
1. Full size Final Plans prepared by Carlson McCain dated April 7, 2014.
2. Final Plat prepared by Carlson McCain dated April 28, 2014.
General Comments:
1. Obtain permits for the project: MCES, MPCA sanitary, Anoka County Right of Way, and
Xcel Energy.
2. City approvals are pending the applicant's RCWD permit which is currently CAPROC.
Plat Comments:
1. No comments
Grading, Street and Trail Comments:
1. Provide site grading information specific to phase 1.
2. The turn lanes on CR 54 at Red Oak Lane need to be included with the plans.
3. With Phase 2 of this development- Cedar Street will need to be overlaid.
4. Submit the Homeowners Association maintenance agreement for the development and
median maintenance.
5. Red Oak Lane street profile should be lowered to reduce the slope approaching the county
roadway. It is currently 3% and reducing to 2% will minimize long term maintenance of salt
and sand.
6. Provide a bus turning template for the Red Oak Lane & CSAH 54 intersection to show that
the median condition accommodates traffic.
7. A MnDOT case III sight line should be shown on the plans as clear, including the median
plantings.
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
SAAdvisory Boards & Comnwsions\Planning & Zoning Board\Packets\2014 Packets\05-12-2014 P&Z Packet\5B-NoehPointe\3 Memo - klarsen - Northpoint - 050814.doc
Ms. Katie Larsen
May 8, 2014
Page 2
Sanitary Sewer and Watermain Comments:
1. Water services need to be up gradient from the sanitary sewer services.
2. The 16" butterfly valves shown are not allowed. They must be gate valves.
3. Sanitary sewer MH 16 should be moved to Station 10+57 to minimize manholes from long
term maintenance. MH 15 could be moved east a few feet to help with offsets.
4. Sanitary sewer MH 14 does not appear to be necessary and can be removed from the plans.
5. Verify that sanitary sewer MH 2 will be permitted within the Xcel easement and provide a
stub for future extension to the west.
Storm Sewer and Drainage Comments:
1. Additional storm sewer review will be completed with overall project review.
2. The minimum storm sewer pipe size allowed by the City is 15-inch. There are several
locations on the plans where 12-inch pipe is currently shown and must be revised to 15-inch.
3. Culvert 1 size should be verified and drainage calculations submitted. I appears to not have
sufficient capacity.
S:Advisory Boards & Commissions\Planning & Zoning Bomd\Packets\2014 PacketsW-12-2014 P&Z Packet\5B-NorthPointe\3 Memo - k1wsen - Northpoint - (
C
Memo
To: Katie Larsen
From: Marty Asleson
Date: May 7, 2014
Re: Final Plat Review Comments/Northpointe
F
Environmental
I have the following comments about the 4/28/2014 Northpointe Plat:
• Corrected tree species are appropriate for given planting sites.
• Any proposed berm must have a landscape plan approved by the city.
• All utility alleys should be pushed back to the curb as much as possible or not
waiver from project templates in order to maximize room for trees, especially
in areas where there is sidewalk.
• In parts 8.3.1 to 8.3.3 of the Stormwater Pollution Prevention Plan it should be
added that the project manager will forward all inspection and correction
sheets to the government MS4 agencies; that is, the RCWD and the City of
Lino Lakes
• The name, contact information, and certifications for qualification must be
given to the MS4's before any soil disturbance, and or building project occurs.
No permits will be given until we have this information.
• Page 1
NORTHPOINTE
CITY OF LINO LAKES
COUNTY OF ANOKA
SEC. 25, TWP. 31, RGE. 22
KNOW ALL PERSONS BY THESE
PRESENTS: That Tony Emmerich Construction, Inc, a Minnesota corporation owner of the following described property:
I Thomas R. Balluff do
hereby
certify that this plat
was prepared by me or under my direct
supervision; that I am a duly
Licensed Land Surveyor
in the
State of Minnesota;
that this plat is a correct representation
of the boundary survey; that all
That part of the Southeast Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, lying westerly of the
mathematical data and
labels
are correctly designated
on this plat; that all monuments depicted on this plat have been, or
westerly line of Interstate
Highway No. 35E.
will be correctly set within
one
year; that all water
boundaries and wet lands, as defined in
Minnesota Statutes, Section
505.01, Subd. 3, as of
the date of this certificate
are shown and labeled on this plat; and
all public ways are shown and
AND
labeled on this plat.
The Southwest Quarter of
the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota; except the West 60 feet and also
Dated this day
of
20
except the South 795.00
feet of the West 822.00 feet.
AND
That part of the West 720.00 feet of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County,
Minnesota, lying southerly of the north 1130.00 feet.
AND
That part of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, lying southerly of the
north 560.00 feet and easterly of the west 720.00 feet.
AND
That part of the West 205.00 feet of the East 650.00 feet of the North 560.00 feet of the Northwest Quarter of the Northwest Quarter, Section
25, Township 31, Range 22, Anoka County, Minnesota, lying northwesterly of the Northern States Power Company ownership through said Northwest
Quarter of the Northwest Quarter said ownership more particularly described as follows:
A strip of land 50 feet in width and being 25 feet in width on each side of a centerline described as follows:
Commencing at a point on the north line of said Northwest Quarter, 1592.7 feet east of the northwest corner thereof, running thence South 52
degrees 27 minutes West, 1987.3 feet to a point on the west line of said Section, 1206 feet South of the northwest corner thereof. Subject to
County Road No. 54 on the west and Cedar Street on the north.
AND
The North 530 feet of the South 795 feet of the East 762 feet of the West 822.00 feet of the Southwest Quarter of the Northwest Quarter of
Section 25, Township 31, Range 22, Anoka County, Minnesota.
AND
The westerly 604.18 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 31, Range 22, Anoka County, Minnesota.
Thomas R. Balluff, Licensed Land Surveyor
Minnesota License No. 40361
02110111211111612
COUNTY OF
This instrument was acknowledged before me on
Notary Public,
My commission expires
CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA
by Thomas R. Balluff.
This plat of NORTHPOINTE was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular
meeting thereof held this day of 20. and said plat is in compliance with the
provisions of Minnesota Statutes, Section 505.03, Subd. 2.
CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA
Has caused the same to be surveyed and platted as NORTHPOINTE and does hereby dedicate to the public for public use the public ways and drainage
and utility easements as shown on this plat. Also dedicating to the State of Minnesota the right of access onto Interstate Highway No. 35E as shown By: Mayor By: Clerk
on this plat and also dedicating to the County of Anoka the right of access onto County State Aid Highway 54 as shown on this plat.
In witness whereof said Tony Emmerich Construction, Inc., a Minnesota corporation, has caused these presents to be signed by its proper
officer this day of 1 20
STATE OF
COUNTY OF
This instrument was acknowledged before me on
Inc., a Minnesota corporation, on behalf of the corporation.
TONY EMMERICH CONSTRUCTION, INC.
Anthony J. Emmerich, President
by Anthony J. Emmerich, President of Tony Emmerich Construction,
Notary Public,
My commission expires
COUNTY SURVEYOR
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved
this day of 20
Larry D. Hoium
Anoka County Surveyor
® won
Mcti;ain
ENVIRONMENTAL - ENGINEERING SURVEYING
SHEET 1 OF 3 SHEETS
CITY OF LINO LAKES
NORTHPOINTE\ COUNTY OF ANOKA
SEC. 25, TWP. 31, RGE. 22
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DRAINAGE AND UTILITY
EASEMENTS ARE SHOWN THUS:
being 5 feet in width, and adjoining side lot lines,
and 10 feet in width and adjoining right of way
lines and rear lot lines unless otherwise shown on
this plat.
DETAIL A:
Not to Scale
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DETAIL B:
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30.01 ` 30.01 >5.58�
For the purposes of this plat, the North line of the
Northwest Quarter, Section 25, Township 31, Range 22 is
assumed to have a bearing of North 88 degrees 19
minutes 38 seconds East.
Denotes 1 /2 inch by 14 inch iron monument set
O or to be set within one year of recording of
this plat and marked with license number 40361
• Denotes Found Iron Monument, as noted
O Denotes Found Anoka County Cast Iron Monument
Denotes Right of Access dedicated to the State of Minnesota
o Denotes Right of Access dedicated to Anoka County
Z
GRAPHIC SCALE
0 60 120 240
(SCALE IN FEET)
1 INCH = 120 FEET
s
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'= s
arlson
®
®®McCain
a
ENVIRONMENTAL - ENGINEERING, SURVEYING
SHEET 2 OF 3 SHEETS
LAKES
ITY
'INSET A' NORTHPOINTE CCOUNO YL FOANOKA
SEC. 25, TWP. 31, RGE. 22
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DRAINAGE AND UTILITY
EASEMENTS ARE SHOWN THUS:
For the purposes of this plat, the North line of the
Northwest Quarter, Section 25, Township 31, Range 22 is
assumed to have a bearing of North 88 degrees 19
m m
minutes 38 seconds East.
being 5 feet in width, and adjoining side lot lines,
and 10 feet in width and adjoining right of way Denotes 1/2 inch by 14 inch iron monument set
lines and rear lot lines unless otherwise shown on O or to be set within one year of recording of
this plat. this plat and marked with license number 40361
GRAPHIC SCALE
0 20 40 80
(SCALE IN FEET)
1 INCH = 40 FEET
� e
®� _ s��
ENVIRONMENTAL - ENGINEERING SURVEYING
SHEET 3 OF 3 SHEETS
I
Y ; II
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NORTH OINTE
LINO LAKES., MINNESOTA
;� 3
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CALL BEFORE YOU DIG
Know what's below.
Call before you dig.
VICINITY MAP
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----------
SHEET INDEX
1.
COVER
2.
EXISTING CONDITIONS
3.
PRELIMINARY PLAT INDEX
4-8.
PRELIMINARY PLAT
9.
GHOST PLAT
10-11.
PRELIMINARY SITE &
UTILITY PLANS
12.
GRADING INDEX
13-18.
PRELIMINARY GRADING &
EROSION CONTROL PLANS
19-20.
DETAILS
T1—T8.
TREE PRESERVATION PLAN
L1—L5.
LANDSCAPE PLANS
F1.
FLOODPLAIN EXHIBIT
P1.
PHASING PLAN
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REVISIONS
1. 12/2/13 Update Sheets 12,15,17,18
2. 1/13/14 Per City Comments
3. 2/20/14 Per Watershed Comments
4.3/10/14 Update Sheets 12,15,17-20
5. 4/28/14 Per City Comments
6.
DRAWN BY:
JJO
DESIGNED BY:
BJK
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that
I am
a duly
Licensed Professional Engineer under
the
laws of the State of Minnesota
Name: Brian J. Krystofiak, P.E.
Signature: ,��- /G
Date: 11/8/13 License #: 25063
1
of
20
L,�,�,�,�,�.,�.,�.,�., N88°19'38"E L�,�,�,�,�.,�.,� --- �- � C E D A R 205.06 S T R E E T _ - - - --------- -----`----- --- _------------
- - - - - - -----
- _ - - - Ex. se
/ F� URE SING A ILY L S I
1 - 0 jTLOTf X" Pi
[; J' URE �+ J r GG6 Ex.Bldg
1_000NSERVATION / POND L
EASEMENT OUTLOT
I CONSERVATION � I
EASEMENT -� 0.33 acres (UPLAND) OVrOT
. (UPLAND) w I p- / E , / BUTTERNU f�m
y 1 X 1 a, �N l Ex Hse /
`n Ex. L,_ -- d co --- S TR EET L 21 L� W
o 4 N T --- r -
Z 00 p 91 acres I � o / -Co -23 J L 1 J
ICO cn / z o I
y I I Ex.G Z 0.3=acres w / / / / / -22 - - J
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SHEET 6 20 -1 iD
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COUNTY
ROAD/ /' // / N88°19'38"E = J --- 5 �� 24 I I 25 \ i \ 4
720.18 --- L_-� �/ 21 i���23\\ 27--�
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o O / 3 // _ _ N89008 22 E
3 29 1 1 0 310.91
PARCEL DESCRIPTION
That part of the Southeast Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota,
- - - - lying westerly of the westerly line of Interstate Highway No. 35E.
AND
The Southwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota; except the
West 60 feet and also except the South 795.00 feet of the West 822.00 feet.
AND
I
That part of the West 720.00 feet of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22,
Anoka County, Minnesota, lying southerly of the north 1130.00 feet.
AND
I
That part of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota,
lying southerly of the north 560.00 feet and easterly of the west 720.00 feet.
AND
That part of the West 205.00 feet of the East 650.00 feet of the North 560.00 feet of the Northwest Quarter of the
Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, lying northwesterly of the Northern States
Power Company ownership through said Northwest Quarter of the Northwest Quarter said ownership more particularly described
as follows:
A strip of land 50 feet in width and being 25 feet in width on each side of a centerline described as follows:
I
Commencing at a point on the north line of said Northwest Quarter, 1592.7 feet east of the northwest corner thereof,
running thence South 52 degrees 27 minutes West, 1987.3 feet to a point on the west line of said Section, 1206 feet South
of the northwest corner thereof. Subject to County Road No. 54 on the west and Cedar Street on the north.
I
AND
The North 530 feet of the South 795 feet of the East 762 feet of the West 822.00 feet of the Southwest Quarter of the
Northwest Quarter of Section 25, Township 31, Range 22, Anoka County, Minnesota.
AND
The westerly 604.18 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 31, Range 22, Anoka
County, Minnesota.
I
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BENCH A - RED OAK LANE \ /i 2 3 34 11 33
#z- - -- i �� 36 1 J �L
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I 1 1 11 2 11 3 11 4 11 5 11 6 11 7 11 8 I I 9
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89°o '22"W I I I 10-
1I I I I I I I I I I I I I I I I I I - - -
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/ \\ 20 19 18 17 16 15 \ 5 g 11 I 21 PARK
/ \\ II II II II II / 14 // \ ,�c� \\ \\ \_JI- L-JL-JL-J 1 I
21 1 3.53 acres
- I 22\� --I L-� - - \\\ \\ 23 \\ L -JL
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23 ----- �J 2 I 25 14 11 15 11 6
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1.36 acres
00 - J 8 1 17 \\ \ 28 / \\ / / /
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30 3 // 6\�\ 31 / `1
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32 11 33 11 34 11 35
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SHEET 4 I 761.01
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UTLOT
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1129.09
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0.12 acres
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SITE DATA
TOTAL SITE AREA
±94.09 AC.
TOTAL ROW AREA
±15.35 AC.
TOTAL OUTLOT AREA
±28.22 AC.
TOTAL LOT AREA
±50.52 AC.
TOTAL NUMBER OF LOTS
315
PRE -PLAT SINGLE FAMILY LOTS
216
FUTURE SINGLE FAMILY LOTS
11
FUTURE MULTI -FAMILY UNITS
88
SMALLEST LOT
t5,502 S.F.
LARGEST LOT
±21,923 S.F.
AVERAGE LOT SIZE
±10,188 S.F.
GROSS DENSITY
3.35 UNITS/AC.
NET DENSITY
4.01 UNITS/AC.
(TOTAL SITE AREA LESS EXEMPTION AREAS)
EXEMPTION AREAS
t15.54 AC.
WETLAND AREAS
f9.56 AC.
CONSERVATION EMNT. (UPLAND)
f0.68 AC.
CO. RD. ROW
f0.26 AC.
PARK
t5.04 AC.
EXISTING ZONING
R (RURAL)
PROPOSED ZONING
PUD
UTILITIES
AVAILABLE
MINIMUM HOUSE SETBACK
DATA:
65-70 FT. LOTS:
FRONT
25 FT.
SIDE (GARAGE)
5 FT.
SIDE (HOUSE)
10 FT.
SIDE CORNER
20 or 25 FT.
(SEE SITE PLAN)
REAR SETBACK
25 FT.
50 FT. LOTS:
FRONT
25 FT.
SIDE
5 FT.
SIDE CORNER
20 or 25 FT.
(SEE SITE PLAN)
REAR SETBACK
25 FT.
- - - DENOTES EXEMPTION AREA BOUNDARIES
PROPOSED DRAINAGE AND UTILITY
EASEMENTS ARE SHOWN THUS:
CALL BEFORE YOU DIG
being 5 feet in width, and adjoining side lot
lines and 10 feet in width adjoining rear lot
lines and right of way lines unless otherwise
indicated on this plat.
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Call before you dig.
00 75 150 300
( IN FEET)
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REVISIONS
1. Per City comments. 01/13/14
2. Per City comments. 04/28/14
3.
4.
5.
6.
DRAWN BY: C#
DESIGNED BY: TRB
ISSUE DATE: 11/08/13
I hereby certify that this survey, plan or
report was prepared by me or under my
direct supervision and that I am a duly
Licensed Land Surveyor under the laws of
the State of Minnesota.
Name: Thomas R. Balluff
Signature:
Date: 11/8/13 License #: 40361
3
of
20
C I L_
—C E D A R 205.06 S T R E E T_
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TOTAL AREA
1116.66 AC.
TOTAL UNITS
64
GROSS DENSITY
t3.84 UNITS/AC.
NET DENSITY
t5.04 UNITS/AC.
A
(TOTAL AREA LESS
EXEMPTION AREAS)
EXEMPTION AREAS
f3.98 AC.
WETLAND AREAS
f2.17 AC.
POWER LINE EMNT.
f1.13 AC.
CO. RD. ROW
f0.68 AC.
TOTAL AREA t5.42 AC.
TOTAL UNITS 22
GROSS DENSITY f4.06 UNITS/AC.
B NET DENSITY f4.72 UNITS/AC.
(TOTAL AREA LESS EXEMPTION AREAS)
EXEMPTION AREAS f0.76 AC.
POWER LINE EMNT. f0.76 AC.
TOTAL AREA f9.76 AC.
C TOTAL UNITS 40
GROSS DENSITY f4.10 UNITS/AC.
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REVISIONS
1. Per City comments. 01/13/14
2. Per City comments. 04/28/14
3.
4.
5.
6.
DRAWN BY: C#
DESIGNED BY: TRB
ISSUE DATE: 11/08/13
I hereby certify that this survey, plan or
report was prepared by me or under my
direct supervision and that I am a duly
Licensed Land Surveyor under the laws of
the State of Minnesota.
Name: Thomas R. Balluff
Signature: %�zc4c��
Date: 11/8/13 License #: 40361
9
of
20
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RELOCATE
HYDRANT
CONNECT TO
EXISTING WATERMAIN
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SINGLE FAMILY
50 MIN. WIDE LOT
REAR SETBACK
SIDE YARD SETBACKS
GARAGE: 5 FT.
HOUSE: 5 FT.
CORNER: 20 OR 25 FT.
(SEE PLAN)
FRONT SETBACK
R/W
I YNIUAL JLKVIULJ SHALL tit:
WATER: AS SPECIFIED BY CITY
SEWER: 4" PVC SCH.40
CURB STOP TO BE PLACED 1' INSIDE R/W
SINGLE FAMILY
65 & 70 MIN. WIDE LOT
REAR SETBACK
SIDE YARD SETBACKS
GARAGE: 5 FT.
HOUSE: 10 FT.
CORNER: 20 OR 25 FT.
(SEE PLAN)
FRONT SETBACK
R/W
I YF'IUAL bLKVIULb JHALL bL:
WATER: AS SPECIFIED BY CITY
SEWER: 4" PVC SCH.40
CURB STOP TO BE PLACED 1' INSIDE R/W
REQUIRED PARKING STALLS: 88 STALLS
(1 SPACE PER UNIT.)
PROPOSED PARKING STALLS: 97 STALLS
CALL BEFORE YOU DIG
N
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( IN FEET )
Know what's blIow.
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REVISIONS
1. 1/13/14 Per City Comments
2. 4/28/14 Per City Comments
3.
4.
5.
6.
DRAWN BY:
JJO
DESIGNED BY:
BJK
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that I am
a duly
Licensed Professional Engineer under
the
laws of the State of Minnesota
Name: Brian J. Krystofia/k,—P.E'.
,/
Signature: /L AS -
,or I�IV
Date: 11/8/13 License #: 25063
10
of
20
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CONNECT TO EXISTING MANHOLE
CORE DRILL & INSTALL WATERTIGHT SEAL ->
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50 MIN.
FAMILY
WIDE LOT
REAR SETBACK
SIDE YARD SETBACKS
GARAGE: 5 FT.
HOUSE: 5 FT.
CORNER: 20 OR 25 FT
(SEE PLAN)
FRONT SETBACK
R/W
TYPICAL SERVICES SHALL BE:
WATER: AS SPECIFIED BY CITY
SEWER: 4" PVC SCH.40
CURB STOP TO BE PLACED 1' INSIDE R/W
SINGLE FAMILY
65 & 70 MIN. WIDE LOT
REAR SETBACK
SIDE YARD SETBACKS
GARAGE: 5 FT.
HOUSE: 10 FT.
CORNER: 20 OR 25 FT
(SEE PLAN)
FRONT SETBACK
R/W
TYPICAL SERVICES SHALL BE:
WATER: AS SPECIFIED BY CITY
SEWER: 4" PVC SCH.40
CURB STOP TO BE PLACED 1' INSIDE R/W
/ It 912.91 B - r - - - - - - - - — _U��- i - ----- ---- -----�--------7------ I - - - i
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( IN FEET )
SEE SHEET 10
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REVISIONS
1. 1/13/14 Per City Comments
2. 4/28/14 Per City Comments
3.
4.
5.
6.
DRAWN BY:
JJO
DESIGNED BY:
BJK
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by me or under my
direct supervision and that
I am
a duly
Licensed Professional Engineer
under
the
laws of the State of Minnesota
Name: Brian J. Krystofiak, P.E.
Signature: � 2
_tl
Date: 11/8/13 License #: 25063
11
of
20
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LANDSCAPE
LEGEND
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LEGEND
111111111 LANDSCAPE
LEGEND
KEY
BOTANICAL NAME
COMMON NAME
KEY
BOTANICAL NAME
COMMON NAME
KEY
BOTANICAL NAME
COMMON NAME
DECIDUOUS TREES
DECIDUOUS TREES
DECIDUOUS TREES
Acer soccharum 'Bailsta'
FALL FIESTA SUGAR MAPLE
Quercus macrocarpa
BUR OAK
Populus tremuloides
QUAKING ASPEN
Acer rubrum 'Northwood'
NORTHWOOD MAPLE
Quercus bicolor
SWAMP WHITE OAK
Ole
Malus 'PRAIRIE FIRE'
PRAIRIE FIRE CRAB
Acer rubrum 'Franksred'
RED SUNSET MAPLE
Quercus rubra
NORTHERN RED OAK
Malus 'Red Jewel'
RED JEWEL CRAB
Celtis occidentalis
HACKBERRY
Tilia americans
AMERICAN LINDEN
=
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o
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GINKO
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RIVER BIRCH
inus strobus
WHITE PINE
SHRUBS
%I
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Viburnum lentago
NANNYBERRY VIBURNUM
Cornus sericea 'Cardinal'
CARDINAL DOGWOOD
SEE SHEET L4 FOR PLANT
SCHEDULE & CALCULATIONS
CITY WILL INSTALL BLVD TREES I
AS HOMES ARE COMPLETED
N
0 100 200 400
( IN FEET )
T A NTD- A yr� A C T T r`
L1 11 / L1 ♦ li i1 Y Litt/ 11i.
Landscape Architecture
Place Making
phone 612-598.5706
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REVISIONS
1. 1/13/14 Per City Comments
2. 4/28/14 Per City Comments
3.
4.
5.
6.
DRAWN BY:
KO
DESIGNED BY:
KO
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that I am
a duly
Licensed Landscape Architect under the
laws of the State of Minnesota
Name: Kathleen O'Connell
Signature:
Date: 11/8/13
License #: 20862
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LANDSCAPE
LEGEND
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LEGEND
1111111111 LANDSCAPE
LEGEND
KEY
BOTANICAL NAME
COMMON NAME
KEY
BOTANICAL NAME
COMMON NAME
KEY
BOTANICAL NAME
COMMON NAME
DECIDUOUS TREES
DECIDUOUS TREES
DECIDUOUS TREES
Acer sacchorum 'Bailsto'
FALL FIESTA SUGAR MAPLE
Quercus macrocarpa
BUR OAK
Populus tremuloides
QUAKING ASPEN
Acer rubrum 'Northwood'
NORTHWOOD MAPLE
Quercus bicolor
SWAMP WHITE OAK
Ole
Malus 'PRAIRIE FIRE'
PRAIRIE FIRE CRAB
Acer rubrum 'Franksred'
RED SUNSET MAPLE
Quercus rubra
NORTHERN RED OAK
Malus 'Red Jewel'
RED JEWEL CRAB
Celtis occidentalis
HACKBERRY
Tilia americana
AMERICAN LINDEN
=
Picea glauca densata
BLACK HILLS SPRUCE
0
Ginko biloba 'Autumn Gold'
GINKO
Betula ni g ra
RIVER BIRCH
inus strobus
WHITE PINE
SHRUBS
U/I
Viburnum lentago
NANNYBERRY VIBURNUM
Cornus sencea 'Cardinal'
CARDINAL DOGWOOD
SEE SHEET L4 FOR PLANT
SCHEDULE &CALCULATIONS
CITY WILL INSTALL BLVD TREES
AS HOMES ARE COMPLETED
N
0 50 100 200
( IN FEET )
Lii`N L 11 Vl�A 1 i iiiC l.i v
Landscape Architecture
Place Making
phone 612-598.5706
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REVISIONS
1. 1/13/14 Per City Comments
2. 4/28/14 Per City Comments
3.
4.
5.
6.
DRAWN BY:
KO
DESIGNED BY:
KO
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that I am
a duly
Licensed Landscape Architect under the
laws of the State of Minnesota
Name: Kathleen O'Connell
Signature:
Date: 11/8/13
License #: 20862
L2
of
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SEE SHEET L4 FOR PLANT
SCHEDULE & CALCULATIONS
N
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( IN FEET )
L Q N DM Q 1 i 1�.RS l.LC
Landscape Architecture
Place Making
phone 612.598.5706
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REVISIONS
1. 1/13/14 Per City Comments
2. 4/28/14 Per
City Comments
3.
4.
5.
6.
DRAWN BY:
KO
DESIGNED BY:
KO
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that I am
a duly
Licensed Landscape Architect under the
laws of the State of Minnesota
Name: Kathleen O'Connell
Signature:
Date: 11/8/13
License #: 20862
L3
of
L5
PLANT SCHEDULE FOR BOULEVARD TREES
LANDSCAPE LEGEND
� LANDSCAPE LEGEND
KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS
KEY BOTANICAL NAME COMMON NAME SIZE I ROOT QTY. REMARKS
DECIDUOUS TREES
DECIDUOUS TREES
Acer saccharum 'Bailsta'
FALL FIESTA SUGAR MAPLE
2.5"
BB
47
Quercus macrocarpa
BUR OAK
2.5
BB
-
Acer rubrum 'Northwood'
NORTHWOOD MAPLE
2.5"
BB
18
Quercus bicolor
SWAMP WHITE OAK
2.5"
BB
17
Acer rubrum 'Franksred'
RED SUNSET MAPLE
2.5"
BB
16
Quercus rubra
NORTHERN RED OAK
2.5"
BB
24
e
Celtis occidentalis
HACKBERRY
2.5"
BB
55
Tilio americana
AMERICAN LINDEN
2.5"
BB
42
p
Ginko biloba 'Autumn Gold'
GINKO
2.5"
BB
26
Betula nigra
RIVER BIRCH
2.5"
BB
-
PLANT SCHEDULE FOR OPEN AREAS REQUIREMENTS
BOULEVARD
TREE REQ:
1 BL_VD TREE PER LOT FRONTAGE
= 245 CITY WILL INSTALL BLVD TREES
OPEN AREA
LANDSCAPE
REQ.
AS HOMES ARE COMPLETED
OUTLOT A=242,132
SF;
-20,100 SF BELOW NWL;-169,012
WETLAND=53,020 SF
OUTLOT
A
=53,020
SF/2000
SF=27
X 1 TREE =
27 LG TREES
OUTLOT
A
=53,020
SF/2000
SF=27
X 3 SHRUBS
= 81 LG SHRUBS
OUTLOT
C
=633,356
SF-58,290
SF
BELOW NWL;
-199,940 SF WETLANDS;
OUTLOT
C
=612,118
SF/2000
=81
X
1 TREE = 81
LG TREES
OUTLOT
C
=612,118
SF/2000
=81
X
3 SHRUBS =
243 LG SHRUBS
OUTLOT
D
=30,680
SF -5,130 SF
BELOW NWL=25,550 SF
OUTLOT
D
=25,550
SF/2000
=13
X1
TREE = 13
LG TREES
OUTLOT
D
=XX,XXX
SF/2000
=13
X
3 SHRUBS =
39 LG SHRUBS
OUTLOT
E
=14,985
SF/2000
=7
X 1
TREES = 7
LG TREES
OUTLOT
E
=14,985
SF/2000
=7
X 3
SHRUBS =
21 LG SHRUBS
213,008 SF PARK=162,118 SF
OUTLOT F=111,889 SF;-10,625 SF BELOW NWL;-39,733 WETLAND=61,531 SF
OUTLOT F=61,531 SF/2000 SF=33 X 1 TREE = 33 TREES:
OUTLOT F=61,531 SF/2000 SF=33 X 3 SHRUBS = 99 SHRUBS:
TOTAL TREES TO BE PLANTED IN OPEN AREAS = 128 TREES
TOTAL SHRUBS TO BE PLANTED IN OPEN AREAS = 384 SHRUBS
LANDSCAPE
LEGEND
111111111111M111111LANDSCAPE
LEGEND
LANDSCAPE LEGEND
KEY
BOTANICAL NAME
COMMON NAME
I SIZE
I ROOT
QTY.
I REMARKS
KEY
BOTANICAL NAME
COMMON NAME
SIZE
I ROOT
QTY.
I REMARKS
CONIFEROUS TREES
DECIDUOUS TREES
DECIDUOUS TREES
Picea glauca densata
BLACK HILLS SPRUCE
6'
HT.
20
Acer saccharum 'Bailsta'
FALL FIESTA SUGAR MAPLE
2.5"
BB
4
Quercus macrocarpa
BUR OAK
2.5"
BB
37
Pinus strobus
WHITE PINE
6'
HT.
-
Acer rubrum 'Northwood'
NORTHWOOD MAPLE
2.5"
BB
1
Quercus bicolor
SWAMP WHITE OAK
2.5"
BB
42
ORNAMENTAL TREES
'
Malus 'Red Jewel'
RED JEWEL CRAB 2" BB
-
Acer rubrum 'Franksred'
RED SUNSET MAPLE
2.5
BB
2
Quercus rubra
NORTHERN RED OAK
2.5"
BB
22
SHRUBS
e'
Celtis occidentalis
HACKBERRY
2.5"
BB
1
-
0
Tilia americana
AMERICAN LINDEN
2.5
BB
1
-
1
I
Viburnum lentago
NANNYBERRY VIBURNUM
#5
CONT.
310
0
Cornus sericea 'Cardinal'
CARDINAL DOGWOOD
#5
CONT.
74
p
Ginko biloba 'Autumn Gold'
GINKO
2.5"
BB
-
Betula nigra
RIVER BIRCH
2.5"
BB
-
PLANT SCHEDULE FOR BUFFER AREAS REQUIREMENTS
LANDSCAPE
LEGEND
� LANDSCAPE
LEGEND
� LANDSCAPE LEGEND
KEY
BOTANICAL NAME
COMMON NAME
I SIZE
I ROOT
I QTY.
REMARKS
KEY
BOTANICAL NAME
COMMON NAME
SIZE
I ROOT
I QTY.
I REMARKS
CONIFEROUS TREES
DECIDUOUS TREES
DECIDUOUS TREES
-
��%Illlll���e
Picea glauca densata
BLACK HILLS SPRUCE
6'
HT.
110
Acer saccharum 'Bailsta'
FALL FIESTA SUGAR MAPLE
2.5"
BB
-
Quercus macrocarpa
BUR OAK
2.5
BB
-
Pinus strobus
WHITE PINE
6'
HT.
-
Acer rubrum 'Northwood'
NORTHWOOD MAPLE
2.5"
BB
-
Quercus bicolor
SWAMP WHITE OAK
2.5"
BB
5
ORNAMENTAL TREES
'
Malus 'Red Jewel'
RED JEWEL CRAB 2" BB
7
Acer rubrum 'Franksred'
RED SUNSET MAPLE
2.5
BB
8
Quercus rubra
NORTHERN RED OAK
2.5"
BB
8
SHRUBS
6'
Celtis occidentalis
HACKBERRY
2.5"
BB
-
0
Tilia americans
AMERICAN LINDEN
2.5
BB
-
l'-
'I
Viburnum lentago
NANNYBERRY VIBURNUM
#5
CONT.
-
Cornus sericea 'Cardinal'
CARDINAL DOGWOOD
#5
CONT.
-
o
Ginko biloba 'Autumn Gold'
GINKO
2.5"
BB
-
0
Betula nigra
RIVER BIRCH
2.5"
BB
-
PLANT SCHEDULE FOR REPLACEMENT TREES REQUIREMENTS
LANDSCAPE LEGEND LANDSCAPE LEGEND 0 LANDSCAPE LEGEND
KEY BOTANICAL NAME COMMON NAME I SIZE I ROOT I QTY. I REMARKS KEY BOTANICAL NAME COMMON NAME SIZE I ROOT I QTY. REMARKS
CONIFEROUS TREES
DECIDUOUS TREES DECIDUOUS TREES 11
Picea glauca densata BLACK HILLS SPRUCE 6' HT. 58
�ighl POD
Acer saccharum 'Bailsta' FALL FIESTA SUGAR MAPLE 2.5" BB 2 Populus tremuloides QUAKING ASPEN #5 CONT 91
Pinus strobus WHITE PINE 6' HT. 27
Acer rubrum 'Northwood' NORTHWOOD MAPLE 2.5" BB - Quercus bicolor SWAMP WHITE OAK 2.5" BB 10
ORNAMENTAL TREES
Malus 'PRAIRIE FIRE' PRAIRIE FIRE CRAB 2" BB 25
Acer rubrum 'Franksred' RED SUNSET MAPLE 2.5" BB 10 Quercus rubra NORTHERN RED OAK 2.5" BB 13
SHRUBS
l'- Viburnum lentago NANNYBERRY VIBURNUM #5 CONT.
�I�
e' Celtis occidentalis HACKBERRY 2.5" BB 4 Tilia americans AMERICAN LINDEN 2.5 BB - Cornus sericea 'Cardinal' CARDINAL DOGWOOD #5 CONT. -
0 1 1
o Ginko bilobo 'Autumn Gold' GINKO 2.5 BB 1 0 Betula nigra RIVER BIRCH 2.5" BB 12
NOTE: ALL REQUIREMENTS ARE
MET UNDER CONSERVATION
EASMENT IN OUTLOT F.
BUFFER TREE REQUIREMENTS @ 20th AVE.
BUFFER/SCREEN TREES = 110 SPRUCE
LARGE CANOPY TREES @ 50' O.C.= 21
ORNAMENTAL TREES = 7 (in addition)
REPLACEMENT TREE REQUIREMENTS
REPLACEMENT TREES REQUIRED=188.25
REPLACEMENT TREES PROVIDED =253
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REVISIONS
1. 1/13/14 Per City Comments
2. 4/28/14 Per
City Comments
3.
4.
5.
6.
DRAWN BY:
KO
DESIGNED BY:
KO
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that I am
a duly
Licensed Landscape Architectunder the
laws of the State of Minnesota
Name: Kathleen O'Connell
Signature:
Date: 11/8/13
License #: 20862
L4
of
L5
NOTE: GUY ASSEMBLY OPTIONAL
BUT CONTRACTOR ASSUMES FULL
RESPONSIBILITY FOR MAINTAINING
TREE IN A PLUMB POSITION FOR
THE DURATION OF THE GUARANTEE
GUY ASSEMBLY- 16"
POLYPROPYLENE OR POLYETHYLENE
(40 MIL) 1-1/2" WIDE STRAP
(TYP) DOUBLE STRAND 10 GA.
WIRE, 2-7" ROLLED STEEL POSTS
(MnDOT 3401))R @q 180' O.C. (SEE
STAKING DIACOORDINATE
STAKING TO
20 12 • INSURE UNIFORM
ORIENTATION OF
12 GUY LINES AND
AKES
STAKING DIAGRAM
GUY WIRE WITH
pWEBBINEGR F�/L�ARGEGING-
-M4NLEJ SHREDDED BARK
2'x2Qx24" WOOD STAKE SET
AT ANGLE- STAKE TOP BELOW
EXISTING GRADE
IIII` MINIMUM 1/2 WIDTH OF ROOT
IN-- _ PLANTING SOIL MIXTURE (SEE
11111 IIIII II IIIIIII�I1IIIII �I�IIII IIE NR613ED OR STABILIZED
SUBSOILS
CONIFEROUS TREE PLANTING DETAIL
PLANTING NOTES
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF
PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND
BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.
2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND
MEET ALL REQUIREMENTS SPECIFIED.
3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT
ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE,
DURING, OR AFTER INSTALLATION.
4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED
UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN
STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF
THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT
MATERIALS.
6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED
TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF
MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING
ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM
SPACING.
7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND
LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE
RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT
SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT
CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL
APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR
TO INSTALLATION.
8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS
SHOWN IN THE DETAILS.
9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS
TOE RECH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF
NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS
PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK
MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT
PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON
DAY OF INSTALLATION. USE 4" FOR TREES, SHRUB BEDS, AND 3"
FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE
DIRECTED.
11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND
IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE
OVER THE PLANTING NOTES AND GENERAL NOTES.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES
AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON
THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE
LEGEND.
13. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE
WILL NOT BE ALLOWED.
14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND
BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE
ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL
WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT
STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN
AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN
THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING
FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING
WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS
GOVERNING THE WORK.
16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES,
WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE
ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR
800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND
REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE
ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.
17. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON
DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED
ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL
EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER
PROTECTION DURING WARRANTY PERIOD.
18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS:
FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS
AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL
COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL.
MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES,
CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH
BETWEEN 6.1 AND 7.5 AND 10-10-10 FERTILIZER AT THE RATE OF 3
POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS
MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE
TOP 12" OF SOIL.
19. ALL PLANTS SHALL BE GUARANTEED FOR ONE COMPLETE
GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE
SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF
REPLACEMENT INCLUDING LABOR AND PLANTS.
20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT
LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN
ADVANCE OF BEGINNING PLANT INSTALLATION.
21. SEASONS/TIME OF PLANTING: NOTE: THE CONTRACTOR MAY
ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK.
DECIDUOUS POTTED PLANTS:
APRIL 1-JUNE 1; AUG. 21-NOV. 1
DECIDUOUS B&B:
APRIL 1-JUNE 1; AUG. 21-NOV. 1
EVERGREEN POTTED PLANTS:
APRIL 1-JUNE 1; AUG. 21-OCT. 1
EVERGREEN B&B:
APRIL 1-MAY 15; AUG. 21-SEPT. 15
22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION
OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED
AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS
COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE
ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL
INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD
MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING
PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER
SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE
CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE
TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD.
23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES
(PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY
REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME
SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND
SPECIFICATIONS.
24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL
THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT,
DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF
HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER
MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR
SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.
25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL
ACCEPTANCE INSPECTION.
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27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP
SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF
GRASS IS OBTAINED.
SEE SHEET L4 FOR PLANT
SCHEDULE & CALCULATIONS
NOTES
LANDSCAPE WORK TO BE COMPLETED AFTER FINISH
GRADING IS COMPLETED BY OTHERS.
LANDSCAPE CONTRACTOR WILL VISIT THE SITE BEFORE
SUBMITTING A BID TO FULLY UNDERSTAND SITE CONDITIONS.
ALL PLANTS AND MATERIALS SHALL COMPLY WITH THE
LATEST EDITION OF THE AMERICAN STANDARD FOR
NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN.
ALL TREE TRUNKS SHALL BE SURROUNDED BY A MINIMUM
OF 2 FOOT RADIUS WITH 3" THICK SHREDDED HARDWOOD
MULCH.
ALL PLANTS WILL BE GUARANTEED FOR FULL REPLACEMENT
A MINIMUM OF AT LEAST TWO FULL GROWING SEASONS
(600 DAYS) AFTER INSTALLATION ON SITE.
IF THE CONTRACTOR FEELS THERE MAY BE AN ERROR,
HE/SHE IS REQUIRED TO CONTACT THE LANDSCAPE
ARCHITECT.
PLANT SYMBOLS SHOWN ARE FOR LOCATING THE POSITIONS
FOR PLANTING. SIZES SHOWN DO NOT NECESSARILY
REFLECT THE TRUE PLANT SIZE EITHER AT TIME OF
INSTALLATION OR WHEN FULL GROWN.
LANDSCAPE CONTRACTOR WILL REPAIR ALL DAMAGE TO
PROPERTY FROM INSTALLATION ACTIVITIES AT NO ADDITION
EXPENSE TO THE PROPERTY OWNER.
BEFORE PLANTING TREES AT STREET, DRIVEWAYS SHOULD
BE ADJUSTED SO TREES ARE NO CLOSER THAN 6' FROM
DRIVEWAY SURFACE
ADDITIONAL PLANTING NOTES
1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO
PLANTING
2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED
TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS.
3. SET PLANT ON UNDISTURBED NATIVE SOIL OR
THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT
SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE
FINISHED GRADE.
4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND
WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN
APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER
PLANT. REMOVE TOP 1/3
OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS,
WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS
FROM TOP
1/3 OF THE BALL. REMOVE ALL TWINE.
5. PLUMB AND BACKFILL WITH BACKFILL SOIL.
6. WATER TO SETTLE PLANTS AND FILL VOIDS.
7. WATER WITHIN TWO HOURS OF INSTALLATION.
WATERING MUST BE SUFFICIENT TO THOROUGHLY
SATURATE ROOT BALL AND PLANTING HOLE.
8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND
WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.
�\ 1 1N1 STAKE ONLY IF NEEDED. USE
2" WIDE WEBBING STRAPS
WITH HEAVY GAUGE WIRE. WIRE
SHOULD STICK STRAIGHT OUT,
BUT NOT TIGHT. REMOVE
AFTER ONE YEAR
DO NOT
ROOT COLLAR SHALL BE SET
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1. 1/13/14 Per City Comments
2. 4/28/14 Per
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DRAWN BY:
KO
DESIGNED BY:
KO
ISSUE DATE:
11/8/13
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that I am
a duly
Licensed Landscape Architect under the
laws of the State of Minnesota
Name. Kathleen O'Connell
Signature:
Date: 11/8/13
License #: 20862
L5
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LINO LAKES., MINNESOTA
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PHASE III
92
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PHASE IV
62
LOTS
215
LOTS
EX. HOUSE
1
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216 LOTS
NOTE:
1.) PHASING SUBJECT TO CHANGE DUE TO
MARKET CONDITIONS
2.) TEMPORARY CUL-DE-SACS SHALL BE
INSTALLED AS REQUIRED AT PHASE
LIMITS
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1. 1/13/14 Per City Comments
2. 4/28/14 Per City Comments
3.
4.
5.
6.
DRAWN BY:
JJO
DESIGNED BY:
BJK
ISSUE DATE:
1/3/14
I hereby certify that this plan, specification
or report was prepared by
me or under my
direct supervision and that
I am
a duly
Licensed Professional Engineer under
the
laws of the State of Minnesota
Name: Brian J. Krystofiak, P.E.
Signature:
Date: 1/3/14 License #: 25063
P1
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1
PLANNING & ZONING BOARD
AGENDA ITEM 5C
STAFF ORIGINATOR: Michael Grochala
P & Z MEETING DATE: May 14, 2014
REQUEST: Public Hearing. Amendment to Section 1010 of City
Code Regulating Signs
APPLICANT: City of Lino Lakes
REVIEW DEADLINE: Not Applicable — City Initiated
BACKGROUND
Following a City Council request to review the City's temporary sign regulations, the
Planning and Zoning Board held a public forum to solicit comments from area businesses
and institutional uses. Staff also completed a survey of sign regulations for surrounding
communities. Nine (9) individuals brought forth suggestions regarding signage needs. In
general the respondents requested more flexibility in the annual day allowance, location
and duration of temporary sign permits. The board discussed several options in February
of 2013 however staff has not made any final recommendations.
In September of 2013 the City Council was approached by the pastor of Gethsemane
Church requesting additional signage and expressing concern over the limited flexibility
for multiple temporary signs on a property. The council directed staff to bring the issue
back to the Planning and Zoning board for further discussion.
The Board reviewed and discussed several proposed changes at its October 9, 2013
meeting. Comments were forwarded to the City Council and discussed at the November
4, 2013 Council work session.
ANALYSIS
Based on these comments, Planning and Zoning Board's discussion and direction
provided by the City Council staff is proposing the following changes. The proposed
changes are broken up into three sign categories — Definitions, Permanent Signs and
Temporary Signs. Staff will also be proposing some minor technical clarifications.
Definitions
The term "Advertising Sign" was changed to Off -Premise Sign.
The definition for "Non Commercial Speech" was changed to read as follows:
1
NONCOMMERCIAL SPEECH. Dissemination of messages not classified as
commercial speech which include, but are not limited to, messages concerning
political, religious, social, ideological, public service and informational topics or
candidates.
The definition for " Political Campaign Signs" is proposed to be deleted. These types of
signs are considered "Noncommercial Speech" and are allowed as "Temporary Signs".
A separate definition is not necessary.
The definition of Sign Area was changed to read as follows:
SIGNAREA. The entire area of a temporary or permanent sign within a single
continuous perimeter enclosing the extreme limits of the actual sign surface, but
excluding any structural or supporting elements such as uprights, aprons, poles,
beams or standards. For the purpose of this chapter, maximum square footage of a
sign shall be computed on the basis of one face of any double faced sign.
Permanent Signs
1. Increase allowance for permanent signage for non-residential uses in residential
areas i.e., schools & churches as follows:
• Allow for both a wall sign and a monument sign for these uses. The
ordinance does not currently allow for both. Maximum size is 32 square feet
for ground signs and 50 square feet for wall signs.
2. Change the number of wall signs allowed to one per building wall. Size would
be limited to 10% of the wall surface area for the front fagade of the building.
Side and rear sides would be limited to 5% of the wall surface area. Signs on rear
of building would be prohibited if facing residential property.
Tempora . signs:
igi s:
1. Provide for a temporary sign allowance of 90 days annually per property. This is
roughly equivalent to one week a month. Business owners would determine
dates but display would be limited to no more than 30 consecutive days. A single
annual permit will be provided if all dates are predetermined. Otherwise an
individual permit will be required for each sign.
2. Multi -tenant properties (3 or more businesses) will be allowed no more than three
temporary signs displayed at one time. Sign allowance would be 90 days
annually per property not sign. Property owner/manager will be required to
obtain permit.
2
3. Sandwich board 6 feet and under in size located within 10 feet of the business
fagade will no longer count towards the 90 day temporary sign allowance. Permit
will be required annually. Sign can only be displayed during business hours.
4. One temporary off -premise sign will be allowed on any commercial, industrial or
public -semi-public zoned property. Sign size shall not exceed 24 sq. ft. Sign
shall be allowed for a maximum of 90 days total annually and for no more than 30
consecutive days. Sign allowance shall count toward that properties annual
temporary sign allowance.
RECOMMENDATION
Staff is requesting public comment and discussion on the proposed changes. Based on
comments received staff will develop the final ordinance language for presentation to the
board and public. Staff is recommending continuation of the public hearing until June
11, 2014 Planning and Zoning Board.
ATTACHMENTS
1. Comment Letter dated May 2014 from Northern Pine Studios
NO STUDI'OS
SCHOOL OF GUITAR & BANJO
7960 Lake Drive Lino Lakes, M N 55014 651-780-1625 northernpine.com
RE: Sign Regulations -Invitation to Provide Comment
Community Development Assistant
Dear Dawn Bugge ,
May 2014
Thank you for the opportunity to accept public feedback regarding sign policy.
Unfortunately, I will be unable to attend the meeting. I do have some suggestions,
however, that I hope you take into consideration. I operate a retail music store -school
located directly on Lake Drive and streetside advertising is essential for us.
1.Simplify regulations
2. Allot each business a specific number of days per year of free sign display.
(business gets to choose which days)
3. Each business can purchase more days if they wish.
4. Allow business a specific number of days that they can keep sign out for 24 hours.
5. Possible mode of enforcement- Similar to the purchase of driver's license tabs where citizens can
purchase a color -coded "sticker" annually to be displayed on the corner of the sign.
Sticker fee could be based on the size of the sign.
Thank You!
Sincerely,
Rick Taube Owner NORT)IERN PINE STUDIOS / School of Guitar & Banjo
7960 Lake Drive Lino Lakes, MN 55014
651-780-1625