HomeMy WebLinkAbout11/13/2013 P&Z Packet• CITY OF LINO LAKES
PLANNING & ZONING BOARD MEETING
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Wednesday, November 13, 2013
6:30 p.m.
Council Chambers
Please be courteous and turn off all electronic devices during the meeting.
AGENDA
1. CALL TO ORDER AND ROLL CALL
2. APPROVAL OF AGENDA
3. APPROVAL OF MINUTES: October 9, 2013
4. OPEN MIKE
5. ACTION ITEMS
A. CONTINUED PUBLIC HEARING to consider a rezone of property located at
7880 Sunset Avenue (PID #07- 31 -22 -23 -0004) from R -Rural to PUD- Planned
Unit Development and an Amendment to the Development Stage
Plan/Preliminary Plat of Century Farm North to expand project boundary and
include certain property located at 7880 Sunset Avenue
B. PUBLIC HEARING to consider rezoning and a PUD Development Stage
Plan/Preliminary Plat for a 55 lot residential development to be called Saddle
Club, located at 1403 Birch Street, PIN 28- 31 -22 -34 -0001
C. Final Plat for Alino Addition
6. DISCUSSION ITEMS
A. Project Updates
7. ADJOURN
Meeting guidelines on reverse side.
City of Lino Lakes Planning & Zoning Board
MEETING GUIDELINES
Open Mike — The purpose of a Board Meeting is to accomplish the business of the city.
When presenting at a meeting please remember to be respectful, and follow these
guidelines:
• Please address the meeting chair.
• State your name and address for the record.
• Please observe a 4- minute limit.
• The topic must relate to city business.
• Open Mike is for items not on the agenda.
• A spokesperson must represent a group of five or more — groups will have 8 minutes.
• The Presiding Officer may limit duplicative presentations.
• Remember, the meeting is to discuss city business only.
Public Hearing - Held as a separate item of business on the agenda. The public hearing
segment is your opportunity to tell the Board how you feel about issues scheduled to be
heard. Typically, a hearing follows these steps:
• The Presiding Officer (Chair or Vice - Chair) will announce the proposal to be reviewed and
ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all
meetings.
• Staff will present their report on the proposal.
• Board members will then ask City Staff questions about the proposal.
• The Presiding Officer will then open up the public hearing for anyone present who wishes to
comment on the proposal. This is the time for the public to make comments or ask questions
about the proposal.
Comments should be limited to four (4) minutes unless further time is granted by the
Presiding Officer. All comments should be directed to the Board as a body and not to any
individual Board Member or City Staff Member unless permission is granted by the Presiding
Officer. No person shall be permitted to enter into any discussion, either directly or through a
member of the Board without the permission of the Presiding Officer.
• After everyone in the audience wishing to speak has given his/her comments, the Presiding
Officer shall close the public hearing.
• The Board will then discuss the proposal. No further public comments are allowed.
• The Board will then make a recommendation(s) and/or a decision.
When you are called upon for your comments, please step to the microphone at the
podium and state your name and address for the record.
Occasionally, the Board may continue a hearing to another meeting before taking action.
Meeting Etiquette
The Planning & Zoning Board must preserve order and decorum while the meeting
is in session. A resident shall not, by conversation or otherwise, delay or interrupt
the proceedings or the business of the Board, nor disturb any resident or Board
Member while speaking or refuse to obey the orders of the Board.
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CITY OF LINO LAKES
PLANNING & ZONING BOARD MINUTES
DATE
TIME STARTED
TIME ENDED
MEMBERS PRESENT .
MEMBERS ABSENT .
STAFF PRESENT
October 9, 2013
6:30 P.M.
8:25 P.M.
Neil Evenson, Perry Laden, Lou Masonick,
Robert Nelson, Paul Tralle (Chair)
Michael Hyden (Vice Chair), Michael Root
Michael Grochala, Katie Larsen
1. CALL TO ORDER AND ROLL CALL:
Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30
p.m. on October 9, 2013. Michael Hyden and Michael Root were not in attendance.
2. APROVAL OF AGENDA
The Agenda was approved as presented.
3. APPROVAL OF MINUTES:
September 11, 2013
Mr. Masonick made a MOTION to approve the September 11, 2013 Meeting Minutes.
Motion was supported by Mr. Nelson. Motion carried 4 - 0. (Tralle abstained.)
4. OPEN MIKE
Chair Tralle declared Open Mike at 6:32 p.m.
There was no one present for Open Mike.
Mr. Laden made a MOTION to close Open Mike at 6:33 p.m. Motion was supported by
Mr. Evenson. Motion carried 4 - 0. (Tralle abstained.)
5. ACTION ITEMS
DRAFT MINUTES
Planning & Zoning Board
October 9, 2013
Page 2
A. PUBLIC HEARING to consider a rezone of property located at 7880 Sunset
Avenue (PID #07- 31 -22 -23 -0004) from R -Rural to PUD- Planned Unit
Development and an Amendment to the Development Stage Plan/Preliminary
Plat of Century Farm North to expand project boundary and include certain
property located at 7880 Sunset Avenue
Katie Larsen, City Planner, recommended continuing the Public Hearing as staff is
awaiting revised plans from the applicant.
Mr. Nelson made a MOTION at 6:35 p.m. to continue the Public Hearing to the next
meeting. Motion was supported by Mr. Laden. Motion carried 4 - 0. (Tralle abstained.)
6. DISCUSSION ITEMS
A. Accessory Buildings
Katie Larsen, City Planner, explained that staff was directed by the city council to discuss
regulations regarding accessory structures with the members of the planning and zoning
board.
Ryan Thompson, 6573 Sioux Lane, addressed the board to state that he was concerned
with an accessory structure that was being built on his neighbor's property. He
considered the structure to be too large and too tall for the area. He brought the matter to
the city's attention to find out what is allowed. He stated that he would have to put a
berm and a fence in order to mask the structure being built.
Board members discussed allowances for height, size and number of accessory buildings.
Following discussion, members recommended that the current ordinance be amended to
allow for:
Accessory structures should remain limited to a 20 foot maximum height.
On parcels less than five acres, up to two detached accessory structures should be
allowed in addition to one attached garage.
B. Sign_. Regulations
Michael Grochala, Community Development Director, reviewed some considerations
regarding the city's signage requirements based upon the last review by the board.
Board member comments included:
Could the city rezone all existing churches as Public /Semi - Public?
Could the city consider allowing signage based on lot size or street frontage?
A business should be allowed a sandwich board at any time as long as the business is
open.
DRAFT MINUTES
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- Planning & Zoning Board
October 9, 2013
Page 3
- The city should allow more flexibility for temporary signs.
- The city needs a mechanism to make enforcement easier, such as stickers on temp
signs.
Consider increasing the numbers of days for temporary signs from 17 days per
quarter to 90 days per year.
Consider allowing off -site temporary signage for commercial/industrial properties.
Only one (1) temporary sign would be allowed per parcel except multi -tenant
buildings may be allowed up to three (3) temporary signs. Off -site temporary signage
would count against the property's 90 day limit.
Board members agreed that the city should allow wall signage on all walls facing a street,
not limited to a total of two.
Sergei Nazaranka, Eagle Liquor, Apollo Drive, tad the board for recommending the
changes and feels that everyone will benefit.
C. Project Updates
Katie Larsen, City Planner, provided an update of current city projects.
7. ADJOURNMENT
Mr. Nelson made a MOTION to adjourn the meeting at 8:25 p.m. Motion was supported
by Mr. Masonick. Motion carried 4 - 0. (Tralle abstained.)
Respectfully submitted,
Dawn Bugge
Community Development Ass'
DRAFT MINUTES
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PLANNING & ZONING BOARD
AGENDA ITEM 5A
STAFF ORIGINATOR:
P & Z MEETING DATE:
REQUEST:
CASE NUMBER:
APPLICANTS:
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REVIEW DEADLINE:
Katie Larsen, City Planner
November 13, 2013
- PUBLIC HEARING CONTINUED -
*Century Farm North*
1. Rezoning
2. Amendment to Development Stage
Plan/Preliminary Plat
PD2013 -001
Gary M. Uhde
3157 Berwick Knoll
Brooklyn Park, MN 55443
Jeff Morell
7880 Sunset Avenue
Lino Lakes, MN 55014
Complete Application Date:
May 13, 2013
Environmental Board Meeting:
May 29, 2013
EDAC Meeting:
NA
Park Board Meeting:
June 12, 2013
P & Z Board Meeting:
June 12, 2013
July 10, 2013
August 14, 2013,
September 11, 2013
November 13, 2013
City Council Meeting:
TBD
60 -Day Review Date:
July 12, 2013
120 -Day Review Date:
September 10, 2013
Extension Date:
January 8, 2014
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BACKGROUND
This agenda item is a continuation of the public hearing held by the Planning & Zoning
Board on June 12, 2013. The public hearing was continued to allow the applicant time to
address outstanding issues.
The following staff report is based on the revised Plan Set dated October 11, 2013
prepared by M &P Associates and received by the City on October 14, 2013.
ANALYSIS
The applicant has submitted a land use application for the following:
• Rezone property located at 7880 Sunset Avenue from R -Rural to PUD- Planned
Unit Development.
• Amendment to Development Stage Plan/Preliminary Plat of Century Farm North
to expand project boundary, realign Robinson Drive and create new parcels.
• Vacation of dedicated parkland (City Council action)
The proposed Development Stage Plan/Preliminary Plat amendment (PUD amendment)
occurs within Outlot A of Century Farm North 5th Addition. This will be the second
PUD Amendment to Century Farm North.
The applicant is requesting an amendment to the 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 in conjunction with Century Farm North.
The project also includes the realignment of Robinson Drive. The current
PUD/Preliminary Plat as it relates to Century Farm 5th Addition has 10 detached single
family lots and 16 single family lots. The proposed rezoning, PUD amendment and road
realignment will create an additional 11 single family lots and convert the 10 detached
single family lots to single family lots. Please note the original submittal was for 12
additional single lots; however, Lot 11, Block 3 was omitted due Outlot A becoming
larger to accommodate the drainage ditch and wetland.
A portion of dedicated parkland will need to be vacated to accommodate 3 proposed new
lots. The Park Board will review the proposal and make recommendation and the City
Council will hold a public hearing.
History
Century Farm North is a residential planned unit development in northwest Lino Lakes
that the City approved in 2003. It includes a mix of housing styles: typical single family
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lots; single family airpark lot with hangars; detached townhomes (individual house lots
located within a commonly owned yard lot); and attached townhomes. The development
consisted of 27 low density 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 detached single family lots to 16 single
family lots. Five (5) of those single family lots were final platted as part of the 5th
Addition.
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 which would be consistent with the development.
LOT SUMMARY
Phase
Single Family
Air Park
Detached Single
Family
Townhome
Original
Proposed
Original
Proposed
Original Proposed Original Proposed Original Proposed
1st
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
18
11
18
7th
14
10
10
14
8th
12
12
12
12
TOTAL
47
58
18
22
58
54
126
126
249
260
Difference
+11
+4
0
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The Lot Summary reflects changes from the approved original PUD preliminary plat,
final plats and amendments.
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Revised Density Calculations
Gross Property Area
Wetland
Arterial (CR 53) ROW
Park Dedication
Acres
95.63 *,
12.72
1.28
13.32
# Units
260
*Original gross area revised to 94.64 acres + 0.99 acre Morell parcel = 95.63 acres
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. The current Comprehensive Plan for medium
density requires 4.0 to 5.9 dwelling units per acre and the revised density is 3.78 units per
acre.
Zoning and Land Use
Current Zoning
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
lA = 2008 -2015
Topography and
MLCCS
Flat with sod on hydric soils and saturated
altered /non - native vegetation
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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.
Building Design Standards
The following building design standards shall apply to the single family lots.
1. Floor Area. The minimum footprint area, less garage area, for single
and two family dwelling units shall be as follows:
a. Single Family Dwellings.
• 3 Bedroom Rambler 1,050 square feet
R -2
Required
Proposed
Min. Lot Size (sq. ft.)
7,500
8,060
Min. Lot Width (feet)
- Interior Lot
60
62
-Corner Lot
80
Varying 80 +'
Min. Lot Depth (feet)
125
130
Building Setback
(feet)
-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 following building design standards shall apply to the single family lots.
1. Floor Area. The minimum footprint area, less garage area, for single
and two family dwelling units shall be as follows:
a. Single Family Dwellings.
• 3 Bedroom Rambler 1,050 square feet
2 Bedroom Rambler
1 -1/2 Story
Split Foyer/Entry
Split Level — 3 level minimum
Two Story
1,010 square feet
980 square feet
980 square feet
980 square feet
850 square feet
2. All dwellings without basements in this district shall be required to
provide an additional one hundred (100) square feet of floor area to house
utilities.
3. Garages. All single family dwellings shall have a double garage and
shall comply with the following:
a. Compliance with the Building Type and Construction Standards of
Section 3. Subdivison 4.B, and
b. All garages, except side or rear loaded garages, shall not protrude
forward of the front wall of the house, unless the house includes a
front porch that is unenclosed, a minimum of 8 feet in depth, and
extends across 100 percent of the front facade of the house. The
garage shall then not protrude forward of the front porch, and
c. If the garage door faces the street, the length of the garage wall
facing the street shall not be greater than fifty percent (50 %) of the
length of the entire front facade of the structure; except on houses
that comply with all of the following conditions:
1) The second floor living space extends over the two -car
portion of the garage; and
2) The garage doors are decorative and have a strip of
windows; and
3) Garages in excess of two stalls shall be broken up so the
additional stalls are recessed four feet from the main garage
facade; and
4) Garage width does not exceed 32 feet.
4 All dwellings shall comply with the Design and Construction Standards of
Section 3, Subd. 4.B.
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Surrounding Zoning and Land Use
Direction
Zoning
Existing Land Use
Future Land Use
North
R -Rural
Agricultural
Low Density Res
South
R -Rural
Residential
Low Density Res
East
R -Rural
Agricultural
Low Density Res
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 rezoning and PUD
amendment 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 2 Outlots. Outlot A
and B are protected wetland and drainage ditch corridors. Block 6 is proposed for future
townhome development and shall be final platted as an outlot. Typical lots are shown as
62 feet wide and 130 feet deep.
Streets and Alleys
Robinson Drive is considered a minor collector 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 a minor arterial and right of
way shall be dedicated as required.
Easements
The standard drainage and utility easements shall apply around the interior perimeter of
lots and around wetlands and storm water ponding areas as required.
Storm Water Management and Erosion and Sediment Control
Two existing storm water management area/ponds serve the development. The
stormwater management plan and SWPPP shall be reviewed by the City Engineer,
Environmental Coordinator and Rice Creek Watershed District for compliance.
Utilities
Public water, sanitary and storm sewer utilities shall be installed in conjunction with the
construction of Robinson Drive.
Public Land Dedication
The PUD amendment includes the creation of 11 additional lots and vacation of
approximately 0.58 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 of $2,500 per lot. Additionally, the City
would need to be reimbursed for the value of the land dedication made at the original
time of approval. The value of the land dedication at the time of original approval was
established at $50,000 /acre. Assuming acceptance of this request, the following park
dedication requirements would need to be met:
0.58 gross acres — 0.04 acres wetland = 0.54 net acres
0.54 acres x $50,000 (value of land at time of dedication) = $27,000
11 lots x $2,500 payment in lieu = $27,500
TOTAL = $54,500
Please note that the 0.58 acres includes wetland. Only upland can be used to calculate the
reimbursement amount.
On a separate note, unsuitable soils were used for fill material on approximately 3 -4 acres
of the dedicated parkland. The owner is responsible for correcting this situation.
Comprehensive Plan
Resource Management System
The Resource Management Plan identifies a north -south trail and greenway system in the
subject site area. An 8 foot wide trail is being installed the on the south side of Robinson
Drive. The greenway and wetlands are being protected via drainage and utility easements
or dedicated parkland.
Land Use Plan
As identified above, the land use is guided for medium density residential development
and is within the 1A 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
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• family lots to smaller single family lots and townhome development. The greenway and
wetlands are being protected via drainage and utility easements or dedicated parkland.
Transportation Plan
Per the Transportation Plan, Robinson Drive is considered 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 a minor arterial and proper turning
lanes shall be constructed.
Transportation includes all multi -modal systems which accommodate pedestrians,
bicycles, roadways and transit. The Park, Greenway & Trail System Plan identifies the
need for a proposed north -south City trail which will be installed along Robinson Drive
and along the wetland corridor.
Final Plat
A land use application for PUD Final Plan/Final Plat of Century Farm North 6th Addition
shall be required. At such time, the developer shall enter into a Development Contract
and other documents as the City deems necessary.
RECOMMENDATION
• Staff recommends continuing the public hearing until the outstanding issues have been
resolved.
The following conditions are to be met prior to approval of the rezoning and PUD
Amendment:
1. All comments from City Engineer letter dated November 6, 2013 shall be
addressed.
2. An approval or Conditional Approval Pending Receipt of Changes (CAPROC)
letter from Rice Creek Watershed District shall be submitted to the City.
3. Per the Environmental Coordinator:
a. The removal or importing of soils off -site shall be prohibited without City
approval.
b. City native seed mix specifications shall be provided for all ponds, swales,
ditches and infiltration areas.
c. Transitional mix shall be used when transitioning sod yard areas.
d. The developer shall escrow required boulevard trees.
4. A Petition and Waiver Agreement regarding public improvement construction and
assessments shall be drafted by the City and signed by the owner or a
Development Contract regarding public road and utility improvements shall be
drafted by the City and signed by the owner.
5. The accessory structure currently located on city property on Park 3, Century
Farm North shall be removed within 1 year.
6. Unsuitable soils were used for fill material on approximately 3 -4 acres of the
dedicated parkland. The owner is responsible for correcting this situation to the
satisfaction and approval of the City.
7. All plan sheets shall be submitted to scale.
8. Revision to Sheet 4
a. The buildable area on Lot 1, Block 3 and Lot 1, Block 4 shall require a 40
foot setback from Sunset Road/CR 53.
b. The house structure on Lot 1, Block 3 shall be removed.
c. If the house is not removed,
i. It shall be hooked up to public utilities.
ii. The driveway shall be relocated from Sunset Avenue to Robinson
Drive.
iii. A landscape buffer along Sunset Avenue shall be installed.
9. Revisions to Sheet 6
a. The landscape plan shall meet the requirements of Section 3. Subdivision
4. Q. Please review.
b. The landscape plan shall clearly show the location, type and count of all
required trees and shrubs.
c. Each tree and shrub shall have its own symbol.
d. An actual count of each tree and shrub shall be provided.
e. Elms trees are not an allowed species.
f. The landscape buffers along Sunset Avenue and Outlot A shall be
installed at the time of site grading.
10. Revisions to Sheet 7, 7a and 8
a. See City Engineer letter.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. Plan set dated October 11, 2013 prepared by M &P Associates and received by the
City on October 14, 2013
4. City Engineer Letter dated November 6, 2013
5. Rice Creek Watershed District Incomplete Letter dated November 4, 2013
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DRAINAGE AND UTIUTY EASEMENTS
ARE SHOWN AS THUS:
BEING 10 FEET IN WIDTH ADJOINING SIDE
LOT LINES, AND 10 FEET IN WIDTH
ADJOINING STREET LINES AND REAR
LOT LINES, UNLESS OTHERWISE SHOWN
INDICATED AS SHOWN ON THE PLAT
1/8
1a/8
2/8
3/8
4/8
4a/8
4b/8
5/8
6/8
7/8
7q/8
8/8
COVER SHEET
PARK DEDICATION
CERTIFICATE OF SURVEY
RESOURCE INVENTORY
PRELIMINARY PLAT
BUILD OUT PLAN
ORIGINAL PRELIMINARY PLAT
PRELIMINARY PHASING PLAN
PRELIMINARY LANDSCAPE PLAN
PRELIMINARY GRADING PLAN
PRELIMINARY EROSION CONTROL PLAN
PRELIMINARY UTILITY PLAN
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NO1
PROPOSED PLAT ZONING
ET63TING PLAT ZONING
WNW LOT DEPTH
NIMRIN LOT NDTH
NRMIUM LOT AREA
BUILDING SETBACKS
PLD
R & PUO
125 FEET
60 FEET
7.500 SF.
STREET (LOCAL) -
SiREET (COLLECTOR)
25 FEET
40 FEET
REAR - 25 FEET
SIDE (PRINCIPAL) - 10 FEET
SIDE (ACCESSORY) - 5 FEET
GROSS PROPERTY AREA
95.63 AC.
WETLAND
12.72 AC.
ARTERIAL (CR 53) ROW
1.28 AC.
PARK DEDICATION
13.32 AC.
NET PROPERTY AREA
68.31 AC.
OF UNITS
260
NET DENSITY
.3.81 U /AC.
0111t471
RMeime per City canmenle
a
CENTURY FARM NORTH
a • =
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TITLE SHEET
Jai
CHEERED
Jai
Nattt
912.3030
4 -03 -2013
IszTETO
1 of 8
FNW CORNER OF
SW 1//4 OF NW 134 OF
3EC119 7, 111, R22
'�
��P0�°N873 '1 "E
CENTURY FARM NORTH
5TH ADDfON
Mr INKS 1 MN= 87°36'19 E 1289.53 OUTLOT B - `3RDAD ,
Existing
Wetland Area
0.1153 Ac
pc
95°5
N87•36'19 "E
'r 179.07 192.00
Park Vacation
Existing :Parcd
Wetland Area ,�. 0.581 Ac
0.3531 Ac
986.97
N8'7"36' 19 "E
In I \. WETLAND 1.
,
I L '
L7L y
\R K
P A
228.170.• SP
0
T27'30"
• 1°
Existing
Wetland Area
0.2316 Ac
Existing
Wetland Area \
in Plat --1■-\
1.9283 Ac
WETLAND
—
-5247 24 19 E
fit
:r
c
DESCRIPTION
COITYRY
=ATE OM!
►d'
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 179.07 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 192.00 feet; thence Soutn 02° 23' 41" East for a distance of 131.18 feet; thence South 87 36" 19" West
a distance of 192.00 feet; thence North 02° 23' 41" East for a distance of 131.18 feet to the point of beginning.
AREA:
25,295.71 SQ. FT. OR 0.581 ACRES
,
100 200
SCALE 1 = 100'
PUD /Preliminary Plat Ammendment
CENTURY FARM NORTH
PARKLAND VACATION
CENTURY FARM NORTH
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CHECKED
JCJ
PROJECT i 912 3030
DAZE 3 -07 -13
SHEET 1
la of 8
O
z
0
O
rY
z
NW CORNER OF
-SW 1/4 OF NW 1/4 CF
SECTION 7, 731, R22
ROW ' N8r36'19 "E
360.00
SILT ITNCE • aewnsoaAV tires
CENTURY FARM NORTH
5TH ADDMON - -
�
1289.53 °'p0 �"
8r36 19"E OUTLOT B - 3RD ADD
O
Parcel
0.991 Ac
N87'36'19'5
299.97
Existing
Wetland Area
0.1153 Ac
742.17
986.97
0
W
�1
z
U)
Existing
Wetland Area
0.3531 Ac
192.00
°°Park Vacation ;1
'Parcel m
0.581 Ac " ,
o
WETLAND
lea. r
m ' IL
N8•36' 19'E
1
L
P A R K
21.1711.1 SI
DESCRIPTION — (Century Farm outlot)
Outlot A Century Farm North 5th Addition
Existing
Wetland Area
0.2316 Ac
C
CEN`CNRY
ILO
a
AREA:
427,117 SQ. FT. OR 9.805 ACRES
DESCRIPTION — (Park vacation parcel)
That part of the park area dedicated in Century Farm North 5th Addition,
Anoka County, Minnesota described as follows:
Commencing at the northeast 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 179.07 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 192.00 feet;
thence Soutn 02° 23' 41" East for a distance of 131.81 feet; thence South
87' 36" 19" West a distance of 192.00 feet; thence North 02° 23' 41"
East for a distance of 131.81 feet to the point of beginning.
AREA:
25,295.71 SQ. FT. OR 0.581 ACRES
Existing
Wetland Area
in Plat
1.9283 Ac
WETLAND
6'19
E
ae
oC1
N N
4.04
—267,00
19'02 04 . ON 1
r
100
200
SCALE 1. 100'
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.
AREA:
43,175 SQ. FT. OR 0.991 ACRES
TOTAL AREA: 11.377 ACRES
C
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CENTURY FARM NORTH
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DRAWN CHECKED
AJI TKF
PR0.ECT / 912.3030
DATE 3 -11 -13
SHEET
2 of 8
0
100
SCALE 1' = 100'
200
PUD /Preliminary Plat Ammendment
CENTURY FARM NORTH
RESOURCE INVENTORY
CENTURY FARM NORTH
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JCJ
PROJECT / 912.3030
DATE 3 -11 -13
91EET
3 of8
NW c
I 11.1 07F. 111 V. 0
150‘." N87'36'19.8
380.00
Mr Mar • CSIMMUCISIO/ MOW
CENTURY FARM NORTH
671-I ADDMON
ar36. le E
89.53
CENTURY FARM NORTH
57H ADDRION
.......,.. °MICA B - SD .1411,.......:.?■--- -r.
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TIP/CAL LOT
EASEMENT r...I.MENSIONS
•
ID
E
ID
E
ID
0
-a
2'
co
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ID
0
CENTURY FARM NORTH
PROPOSED PRELIMINARY PLAT
CENTURY FARM NORTH
(.3
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912.3030
3-11-13
4g8i
_ NW COWER OF
SW 1/4 OF NW 1/4 OF
SDC11014 7, 731, R22
a'* ` N8 36.1 E
CENTURY FARM NORTH
MI' 33MI33 Of U r. r 87'36'19"E 6TH ADDITION tzar 58
.,.r�.�� ---� LAMA wse - sALLL t_
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,LA
-- ,..
Rv¢iu� ,,,,I I I.
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!__J L_ J
1-----1 L__J
CENTURY FARM NORTH
5TH ADDITION
11 OY„aT.
v;o
WETLAND
0
w
tqfiLL 814
L-J
0"
Ire 454
4144 MI
44
gto
at, roma
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338.170.2 �.
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o,.
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WETLAND
19
3
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11
18
17
12
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200
SCALE 1' - 100.
BUILD OUT PLAN
CENTURY FARM NORTH
0111 CORNER CP
SW 1/4 OFIRS 1/4 Cf
TOON 7. 01. .2
V, ▪ N87• 636'19'1'
Mr NNW • CIIIMOXZelf MOW
CENTURY FARM NORTH
6TH ADDITION
CENTURY FARM NORTH
5TH ADDMON
5
Fliq-2. II.
de Utint IM•ti Li
0
/
0 100 200
SCALE 1 100
CENTURY FARM NORTH
PROPOSED PHASING PLAN
CENTURY FARM NORTH
E 600
00 (
21.14.1
8888
1311
3113
w7277
DRAM OIECKED
JCJ JCJ
# 912.3030
OR. 3-11-13
SHEET
5of 8
PHASE
SINGLE
FAMILY
AIR
PARK
DETACHED
SINGLE FAMILY
TOVMHOUSE
TOTAL
UN/TS
PROPOSED
ORM&
PROPOSED
PROPOSED
°mem
mposco
OREM.
PROMS°
1ST
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
5714
5
—
5
5
5
671.1
11
18
11
18
7TH
—
14
10
10
14
8714
—
—
12
12
12
12
TOTAL
or.......
47
58
+11
18
22
+4
58
18
—4
126
126
0
249
260
+11
CENTURY FARM NORTH
PROPOSED PHASING PLAN
CENTURY FARM NORTH
E 600
00 (
21.14.1
8888
1311
3113
w7277
DRAM OIECKED
JCJ JCJ
# 912.3030
OR. 3-11-13
SHEET
5of 8
NW CORNER OF
-SW 1/4 CF NW 1/4 OF
, SECTION 7, 731, R22
N8360 00 •$
NC
0
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CENTURY FARM NORTI -I
6TH ADDmON
N8T36'19 S
CENTURY FARM NORTH
5Th ADDmON _
1289.53
a
B L, C K 4
5'7 r;1 r 51 r61 r; 1 r'
F,I 11 II II II II 11 II
• L__J L__J L__J
BLOCK -5 '1
r--1-1 r =1 r31
Li Li
KC
ok
IMF= ME
-- �eruRY
-
524.24
NeT 1�
Y Y
Y
Y
FA
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I-1 n
n
TYPICAL TREE PALETTE
O OVERSTORY TREES - 102
SUGAR MAPLE
SWAMP WHITE OAK
NORTHERN PIN OAK
IRONWOOD
GREEN ASH
J UNDERSTORY TREES - 47
CRAB APPLE
THORNLESS HAWTHORN
SERVICEBERRY
0 EVERGREEN TREES - 42
BLACK HILLS SPRUCE
WHITE PINE
AUSTRIAN PINE
100
SCALE 1- = 100.
1. Removal or importing osoilsoff —site requires City approval
2. City native seed mix shall be used for ponds, swales,
ditches and infiltration areas
3. Transitional mix shall be used when transitioning sod yard areas
PUD /Preliminary Plat Ammendment
CENTURY FARM NORTH
LANDSCAPE PLAN
CENTURY FARM NORTH
U
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PR0'Em 1 912.3030
DATE 3 -11 -13
SHEET F
6 of 8
r
r
[ -SW 1/4 OF NW 1/4 OF NW CORNER OF
i SECTION 7, T31, R22
tom''N8T36'19 "E LTlB
D
y
_-P7'N 360.00
! 3 n�
p Sllro♦1�L�11�.Y1 /,1 79'
NO 'Lawj
°o, L-i -OSJ �i7, . ��
iOrtilIMMt?•R.1IW. eL�7 .1-
CENTURY FARM NORTH
6TH ADDmON
87'36.19"E
1289.53
CENTURY FARM NORTH
57'H ADDff1ON -
N OUTLOT B - 3RD {100r
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WETLAND
t
=NM ME
619
E
Sj
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CEWR1RY
=WO PEI
—--
-
- -
2%
3' (PLUS) CUSHION'
UNDER CURB (TYP.)
4' OR 6' PERFORATED
DRAINTILE (OPTIONA
TYPICAL STREET SECTIONS
33' MIN.-IN
f -18' Robinson Drive
3%
MINIMUM SECTION
DETAIL A
1 -1/2' BIT. WEARING COURSE
MN/DOT SPEC. 2340, TYPE 41
2357 TACK COAT
2' BITUMINOUS BASE COURSE
MN/DOT SPEC. 2340, TYPE 31
5' AGG. BASE CLASS 5
MN/DOT SPEC. 2211 (100% CRUSHED)
(SEE SECTOR 111.4.6)
12' SELECT GRAN. BORROW SPEC. 3149.2B
GEOTEXIILE FILTER FABRIC TYPE NA
APPROVED SUBGRADE
(SEE SECTION V.4.A,B AND C)
15' MIN. —IN
16•_Future Str
37.
12'(TYP.)--I
DETAIL A Z�
r5'+
• CONCDEW WALK
1'
OR 8'
BITUMINOUS
TRAIL
2 "(TYP.)
1
GRADING NOTES
NOTE:
COUNTY DITCH DATA
(PER RC11U INFO)
NWL 895.2
HWL 897.3
100
20C
SCALE 1 = 100
1. PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED
CURB DENOTE GUTTER UNE OF CURB.
2. THE FINISHED BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET ABOVE OR
BELOW THE PROPOSED ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY
MORE THAN 0.05 FEET ABOVE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL
BE GRADED TO WITHIN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
PUD /Preliminary Plat Ammendment
CENTURY FARM NORTH
PROPOSED GRADING PLAN
CENTURY FARM NORTH
Z
0
5
E
5
5
E
0
DRAWN
JCJ
CHECKED
JCJ
PROJECT / 912.3030
DATE 3 -11 -13
SHEET ►
7 of 8
L(l
O
z
0
O
1--
z
0
NW CORNER OF
-SW 1/4 OF NW 1/4 OF
SEC1KYt 7, T31. R22
N8 360 1 'E
ra ,T60.00
Eli 2j�9
ill" MCI wiraucaro RIM
444. lates,
ang soda
CENTURY FARM NORTH
6TH ADDmON
8r36 19
1289.53
.,,swoose . ■G „ ®.m.._ 111919•111 Mal
raffia
r s
----- 4E61 -- -,-..I ♦ . _ • y _ f Tr
te-- - .ir[ -.>_i-
C811'JRY FARM NORTH
5TH ADCmON -
171i.67
ISIWO
.. 4r 1"1")11°1 '?,\
oUTLOT B -
NN_
1.1 HIM
IRONER
°_
I ,1111401
0,4,,
0
Q
O.
1-
IJ
(n:
z
m
6.97 : N8ry'36.19 "E KM Fit
fly
i
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-- -- 23.26<
'T
2a.PPOJ s.
s,?
0
'0
0
•
cegl9RY /
�� A6W'AIE pl.Y
1 / /
NO SCALE
NOT 10 SCALE
ROCK CONSTRUCTION
ENTRANCE
6
FAW.0 AS PM LOOT SM. MS
f 111 ,U SPAON SEMEN Sups
Y
WOWS .11LlB8T OF 50845
IaNrr 11 EONE4T CF MOM
YfYl6 IMONA1 IMO MOIS06 or OUT Irmo 5Y4
.T
MM OLT FENCE PER MOOT SPEC. i
NOT 50 SCALE
32110.2011
i
ik
1
Jib
4
W
WETLAND
9
2 3o'
mIN-Mt pelt
TYPICAL STREET SECTIONS
33'
I�te' Robinson Drive
44
$41* rte`
EROSION CONTROL NOTES
11
r-
I
iii
I
1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA POLLUTION
CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ( NPDES) PERMIT.
2. THE CONTRACTOR SHALL BE A CO- APPLICANT WITH THE OWNER ON THE NPDES PERMIT.
3. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE
RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE
NPDES PERMIT AND THE SWPPP FOR THIS PROJECT.
4. THE CONTRACTOR SHALL UPDATE. AS NECESSARY, THE SWPPP FOR THIS PROJECT.
5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION
AND EROSION OF THE PROJECT AREA.
6. ALL EROSION CONTROL AND SILTATION CONTROL MEASURES SHALL COMPLY WITH MINNESOTA'S
BEST MANAGEMENT PRACTICES MANUAL
7. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND
SILTATION INCLUDING, BUT NOT UMITED TO, STAKED STRAW BALES, ROCK ENTRANCES AND /OR
SILT FENCES.
8. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL
ACCEPTANCE OF WORK BY THE OWNER.
9. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED
TO PREVENT EROSION AND THE DEPOSITING OF SILT.
10. THE OWNER MAY, AT THE OWNER'S OPTION, DIRECT THE CONTRACTOR IN THE CONTRACTOR'S
METHODS, AS DEEMED NECESSARY BY THE OWNER, TO PROTECT PROPERTY AND IMPROVEMENTS.
11. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM
DRAINS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO
THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.
12. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF
CONSTRUCTION OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE
BEEN RESTORED.
16' 13. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING
CONSTRUCTION.
1f _Future Str
34
pig
3 (PLUS) CUSHION'
UNDER CURB (ISP.)
4' OR 6° PERFDRATED
DRNNDLE (0
MINIMUM SECTION
DETAIL A
1 -1/2' Bit WEARNO COURSE
1118/1700 SPEC. 2340. TYPE 41
2367 TACK COAT
Y 811141.1005 BASE COURSE
M1/DOT SPEC 23340 TYPE 31
W ARO. BASE CLASS 5
W SPEC 0211 (1004 CRUSHED)
(5!E 5 00105 n.4.B)
12' SELECT CLAN. BORROW SPEC. 314028
0E01EXT E FUUTER FABRIC TYPE MA
APPROVED SUBGRADE
(SEE 5EC11CN 0.4.A13 APO C)
2'(TYPJ -�4
OEM. A
Bra ila'S
1RNL
12'(TYP.)
T
f 14. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND
MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.
15. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT.
16. ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED, SHALL HAVE EROSION CONTROL FABRIC
INSTALLED.
17. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND
MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION.
18. THE SEEDING SHALL COMPLY WITH MNDOT SPECIFICATION 3876 AT A RATE OF 50 LBS PER
ACRE.
19. MNDOT SEEDING MIX 25B SHALL BE USED IN ALL PONDING AREAS BELOW THE NWL AND
MNDOT SEEDING MIX 26B USED ON POND SLOPES ABOVE THE HWL AT A RATE OF 82 LBS PER
ACRE.
20. APPLY TYPE I MULCH PER MNDOT SPECIFICATION 3882 TO THE SEEDED AREA. THE MULCH
SHALL BE APPLIED AT THE RATE OF TWO TONS PER ACRE AND ANCHORED IN ACCORDANCE WITH
MNDOT SPECIFICATION 2575.3. F1. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER
OR OTHER APPROVED EQUIPMENT.
GRADING NOTES
1. PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED
CURB DENOTE GUTTER UNE OF CURB.
2. THE FINISHED BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET ABOVE OR
BELOW THE PROPOSED ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY
MORE THAN 0.05 FEET ABOVE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL
BE GRADED TO WITHIN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
NOTE:
I COUNTY DITCH DATA
(PER RCM INFO)
NWL 895.2
HWL 897.3
0
100
200
SCALE 1' 100'
PUD /Preliminary Plat Ammendment
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PROPOSED EROSION CONTROL PLAN
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900.66
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0.32
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5.94
886.07
886.12
M 67
900.44
887.23
CB 192
900.15
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0.32
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902.24
883.83
883.88
CB 193
900.15
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M H 65
900.30
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900.44
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MH 68
901.50
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902.24
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UTILITY NOTES
(01 00 20 0
SCALE 1' = 100'
1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES
PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF
DISCREPANCIES OR VARIATIONS FROM THE PLANS.
2. ALL EXISTING U11UTY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651 - 454 -0002)
FOR U11UTY LOCATIONS, 48 HOURS PRIOR TO EXCAVA11ON.
3. UTIUTY CONSTRUCTION SHALL CONFORM TO THE CITY OF UNO LAKES STANDARDS OR TO THE CURRENT EDITION OF
"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM
SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA
4. ALL WATER SERVICE PIPE TO BE TYPE "K" COPPER PIPE UNLESS OTHERWISE NOTED.
5. MAINTAIN 8.0' OF COVER OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO
MAINTAIN A MIN. 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER UNES.
6. A MINIMUM OF 18" OF VERTICAL SEPARATION AND 10' OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTIUTIES,
UNLESS OTHERWISE NOTED.
7. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 26 UNLESS OTHERWISE NOTED.
& CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO
ENGINEER UPON COMPLETION OF WORK.
PUD /Preliminary Plat Ammendment
CENTURY FARM NORTH
PROPOSED UTILITY PLAN
CENTURY FARM NORTH
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•
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GRAPHIC SCALE
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WSB
engineering• planning• environmental. construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 -541 -4800
Fax: 763 - 541 -1700
Memorandum
To: Katie Larsen, City Planner
From: Jason C. Wedel, P.E.
Date: November 6, 2013
Re: Century Farm North PUD Amendment Review
WSB Project No. 2029 -49
The following plan review is based on these submittals:
1. PUD/Preliminary Plat Amendment Century Farm North 1st Addition thru Century Farm
North 8th Addition prepared by M & P :
Sheets 1 - 8 Received on October 14, 2013 and dated October 10, 2013
• Certificate of Survey Comments:
•
1. There are a number of extra lines shown that are not needed and should be removed from
the plan including the silt fence.
Resource Inventory Comments:
1. There are a number of extra lines shown that are not needed and should be removed from
the plan including the silt fence.
Amended Preliminary Plat Comments:
1. The property line out onto Sunset Road does not match what is currently shown on
Anoka County's website. Please confirm that what is shown is accurate.
2. There are a number of extra lines shown that are not needed and should be removed from
the plan including the silt fence.
Build Out Plan:
1. I don't understand what is being illustrated on this plan sheet.
Preliminary Site Plan:
1. Sheet numbering is inconsistent with the rest of the plan set.
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
•
•
•
Ms. Katie Larsen
November 6, 2013
Page 2
Proposed Phasing Plan Comments:
1. It should be noted that all of the utilities and streets located in Phase 6 and Phase 7 will
be constructed with Phase 6.
Amended Grading Plan Comments:
1. The plan is not legible and needs to be re -done so that it is at least a 1 " =50' scale.
2. It does not appear that the proposed contour tie into the existing contour north and south
of the proposed improvements. The grading plan needs to clearly demonstrate how the
proposed grading will tie into the surrounding property.
3. The grading shown for all of the lots includes the rear portions of the lot discharging
directly onto the adjacent property. The site cannot increase the rate of discharge onto
the adjacent property.
4. A Rice Creek Watershed District permit will be required as part of this project. The
applicant should consult with RCWD to determine if their current or proposed rules will
have any impact on the site design since the rules have changed since this project was
previously approved.
5. Soil borings and any information pertaining to the existing ground water elevations needs
to be submitted.
6. The location of the existing well and septic system on the Morel] property needs to be
shown on the plans.
7. Emergency overflow elevations for the street low points need to be shown on the plans.
8. A typical street section needs to be shown on the plans.
9. The location of the rock construction entrance must be shown on the plans.
10. The erosion control details shown are not the City Standard Plates. We can provide
electronic copies of the City's details upon request.
11. The stub streets shown north and south of Robinson Drive will need to be constructed to
project limits as part of these improvements. The current plans show them as future
streets.
12. A detail for the house pads is required identifying the house styles, garage floor, low
floor, etc. needs to be included with the plans.
13. A hold down detail must be included with the plans.
Amended Utility Plan Comments:
1. The plan is not legible and needs to be re -done so that it is at least a 1 " =50' scale.
2. The plans do not include any numbering of the storm sewer structures. It is therefore
impossible to review the storm sewer schedule against the proposed plans.
3. Profile views of all of the utilities must be included with the plans.
4. The location of valves and water services needs to be shown on the plans.
5. The structure numbering of the sanitary sewer is incorrect. There are two sanitary sewer
manholes labeled MH61. In addition, the sanitary sewer schedule does not match what is
shown on the plans.
The above comments are not a comprehensive list of all the revisions that are necessary for this
submittal. Due to the illegible font size and scale of the plans it is not possible to provide a
S:\Advisory Boards & Commissions \Pluming & Zoning Board \Packetst2013 Packets'Llovember 13, 201315AW City Engineer Letter - 110613. doe
•
•
•
Ms. Katie Larsen
November 6, 2013
Page 3
complete review at this time. The applicant will need to address these comments and then we
can perform a more thorough review.
If you have any questions or need additional clarification, please let me know.
Thank you.
Jason Wedel
S:Wdvisory Boards & Commissions\Planning & Zoning Board \Packets\2013 Packets\November 13, 2013\5M4 City Engineer Letter - 110613.doc
• RICE CREEK WATERSHED DISTRICT
•
•
Notice of Receipt of Incomplete Permit Application
Permit File Number: 13 -043
Project Name: Century Farm North 6th Addition
Received: 05/16/2013
Resubmittal Received: 11/04/2013
The District has received the submitted application materials and assigned the above file
number. The permit application has been determined to be Incomplete after a review of
the items submitted to the District. This may cause the Board meeting at which the application
is considered to occur later than was intended.
The applicant will be required to submit the following changes and /or additional information
before the application will be further reviewed by this office.
• Modeling for the site must model pervious and impervious areas separately as
required by Rule C.4(a). In newer versions of HydroCAD, this may be accomplished
by navigating to " Settings ", "Calculation ", "Advanced ", and checking the box for
"Calculate separate Pervious /Impervious runoff ".
• Four (4) additional hard copies of the wetland delineation report for the District to
notice out to the Technical Evaluation Panel.
Upon the submittal of the requested application materials, District staff will continue
processing of the application. This letter does not preclude the District from requiring
additional information and /or making additional comments on any and all submitted permit
application materials.
Please refer to the Permit Application Number above on all calls /submittals.
Please direct any questions or submittals to Chris Buntjer at 763 - 398 -3078 or
cbuntjer @ricecreek.org
Cc:
Gary Uhde (Century Farm North Development)
John Johnson (M &P Engineering & Surveying Associates)
•
•
•
PLANNING & ZONING BOARD
AGENDA ITEM 5B
STAFF ORIGINATOR: Katie Larsen, City Planner
P & Z MEETING DATE: November 13, 2013
REQUEST: PUBLIC HEARING - "Saddle Club"
1. Rezoning
2. PUD Development Stage Plan/Preliminary Plat
CASE NUMBER: RZ2013 -001
PD2013 -002
PP2013 -003
APPLICANT:
REVIEW DEADLINE:
Marcel Eibensteiner
1000 County Road E West
Shoreview, MN 55126
Complete Application Date:
October 14, 2013
60 Day Review:
December 13, 2013
120 Day Review:
February 11, 2014
Environmental Board:
October 30, 2013
Park Board:
None
Planning & Zoning Board:
November 13, 2013
Tentative City Council :
December 9, 2013
BACKGROUND
The applicant has submitted a Land Use Application for a residential subdivision located
south of Birch Street off of Old Birch Street. Fifty -five (55) single family lots are
proposed on the 39.80 gross acre site. The Land Use Application is for the following:
• Rezone property from R, Rural and R -1, Single Family Residential to PUD-
Planned Unit Development.
• PUD Development Stage Plan/Preliminary Plat for the Saddle Club.
The following staff report is based on the Plan Set prepared by Plowe Engineering and
EG Rud & Sons, Inc. dated October 14, 2013 and received by the City on October 14,
2013.
ANALYSIS
History
A development proposal for the Saddle Club property was submitted to the City in late
2000. The original proposal was for 46 lots within the 40 acre site and required a
Comprehensive Plan Amendment (MUSA allocation), Rezoning and Preliminary Plat
approval. The proposal was revised to 28 lots on the northern two- thirds of the site and
only required Preliminary Plat approval. The proposal was denied due to concerns of
traffic safety and congestion, public utilities and loss of greenway. The Foxborough and
Preserve at Lino Lakes subdivisions had not been developed yet.
The Saddle Club property represents the final link of a multifunctional greenway corridor
stretching from Deer Lane (west of Foxborough) to Birch Park (east of Preserve at Lino
Lakes).
Rezoning
The northern two- thirds of the site is currently zoned R -1, Single Family Residential and
the southern third is zoned R, Rural. The property requires rezoning to PUD- Planned
Unit Development to allow for the following flexibilities:
• Minimum lot size (contiguous buildable area) of less than standard 10,800 s.f.
• Reduced front and rear yard setback from 30 feet to 25 feet.
• Reduced road right of way from 60 feet to 50 feet.
• Reduced street width from 32 feet to 28 feet.
• Conservation easements to protect natural habitats and wetlands areas.
These PUD flexibilities were provided to establish a future roadway connection to Fox
Road, complete the greenway corridor and reduce the development footprint in the
environmentally sensitive areas.
The rezoning is consistent with the Comprehensive Plan and meets the purpose and intent
of the PUD by preserving and enhancing the desirable site characteristics such as existing
vegetation, natural topography and geologic features and by promoting an efficient use of
land resulting in smaller networks of utilities and streets.
2
•
•
•
•
Density Calculations
Gross Area (acres)
39.80
Wetland +
Conservation Easements
19.78
Arterial ROW
NA
Park Dedication
NA
Net Area (acres)
20.02
# Units
55
1.38 units /ac
t_Densi
2.75 units /aere
The Comprehensive Plan guides the site for low density sewered residential development
which allows for 1.6 to 3.9 dwelling units per acre. The proposed development is
consistent with the Comprehensive Plan in terms of residential use and density.
For comparison:
Foxborough
Pry
e at Lino Lakes'
Total Lots
57
31
Gross Acres
50 acres
52.6 acres
Gross Density
1.14 units /acre
0.6 units /acre
Net Density
2.60 units /acre
2.1 units /acre
Zoning and Land Use
Current Zoning
R, Rural and R -1, Single Family
Current Land Use
Vacant Open Space
Future Land Use per CP
Low Density Sewered Residential
(1.6 to 3.9 units per acre)
Utility Staging Area
1 A = 2008 -2015
Topography
Flat
MLCCS
Diversity of different wetland and
woodland type features
Zoning Requirements and Standards
•
The PUD provides flexibility from the strict standards of the zoning ordinance; however,
the proposed development shall model the R -1 Single Family Residential District
regulations.
4
Required R -1
Proposed PI?D
Min. Lot Size (sq. ft.)
10,800
Varying
Min. Lot Width (feet)
- Interior Lot
80
80 -85
-Corner Lot
100
100 -105
Min. Lot Depth (feet)
135
135 +
Double Frontage Lots
145
NA
Building Setback (feet)
-From Streets
- -Local Street
30
25
-- Collector or Arterial
40
NA
-Rear
-- Principal
30
25
-- Accessory
5
5
-Side
-- Principal
10
10
-- Accessory
5
5
Buffer
15' if side or
rear lot abuts
collector or
arterial street
NA
4
•
•
Impervious Surface Coverage
Pre- Develnpnr
Post -Deve opnien
Impervious (acres)
0.50
7.70
Pervious (acres)
39.30
32.10
TOTAL
39.80
39.80
Individual single family lots shall not exceed 40% impervious.
Building Design Standards
The following building design standards shall apply to the single family lots.
1. The minimum footprint, less garage area, for a single family dwelling unit shall
be as follows:
3 Bedroom Rambler
2 Bedroom Rambler
1 -1/2 Story
Split Foyer/Entry
Split Level - 3 level minimum
Two Story
1,050 square feet
1,010 square feet
980 square feet
980 square feet
980 square feet
850 square feet
2. All dwellings without basements in this district shall be required to
provide an additional one hundred (100) square feet of floor area to house
utilities.
3. All dwellings shall have a double garage at a minimum.
4. All dwellings shall comply with the Design and Construction Standards of
Section 3, Subd. 4.B.
Surrounding Zoning and Land Use
Direction
Zoning
Existing Land Use
Future Land Use
North
R -1 Single Family
Single Family
Residential
Low Density
Sewered Residential
South
R -Rural & PUD
Open Space &
Park Trail
Rural Land Use
East
R -1 Single Family
Single Family
Residential
Low Density
Sewered Residential
West
R -1 Single Family
Open Space and
Comcast Satellite
Low Density
Sewered Residential
Subdivision Ordinance
Conformity with the Comprehensive Plan and Zoning Code
The rezoning and PUD Development Stage Plan/Preliminary Plat have been reviewed for
compliance with the comprehensive plan, zoning and subdivision ordinance. The
proposed rezoning and PUD is not considered premature and meets the performance
standards of the subdivision and zoning ordinance.
Blocks and Lots
The preliminary plat creates 6 blocks with 55 lots and 4 outlots. The outlots are protected
wetland/conservation areas, stormwater management ponds and drainage ditch corridors.
These outlots will be deeded to the City. Typical lots are shown as 80 feet wide with
varying depths and lot sizes as allowed per the PUD flexibility.
Streets and Alleys
Right of way widths will be reduced to 50 feet in width and the paved road surface will
be 28 feet in width which is consistent with the Foxborough and Preserve at Lino Lakes
developments. Pheasant Run South will extend from the east and connect with Old Birch
Street as a local road. Fox Road will extend north -south and terminate at the southwest
property line to provide future connection to the existing Fox Road in the Foxborough as
was required and designed with that development. Per the subdivision ordinance, streets
shall connect with streets already dedicated in adjoining or adjacent subdivisions or
provide for future connections. This connection was analyzed and supported by the City's
consulting engineer firm, WSB & Associates. The future connection is required on
property owned by a separate entity and may not occur with this development. Two cul
de sacs are also proposed in the development. A temporary cul de sac shall be required at
the south end of Fox Road.
Easements
Drainage and utility easements at least 10 feet wide are provided on all lot lines and along
stormwater drainage ways and ponds. Open space and natural habitats will be protected
with conservation easements.
Storm Water Management and Erosion and Sediment Control
According to the Stormwater Drainage Report submitted by Plowe Engineering, the
majority of the site drains through a series of wetlands south to a major wetland complex
immediately south. An existing ditch system runs through the site which reaches the
same wetland complex. The ditch will be relocated along the north and east corners of
the site and located within a conservation easement. The location will provide an
additional buffer from adjacent residential uses and provide continuation of the corridor
from the Preserve development. The new design will also allow for increased filtration
6
•
•
and infiltration opportunities. Two (2) infiltration ponds are proposed on site. The
stormwater management plan and SWPPP shall be reviewed by the City Engineer,
Environmental Coordinator and Rice Creek Watershed District for compliance.
Utilities
Public water, sanitary and storm sewer utilities will be installed with the development.
Water and sanitary sewer utilities will be extended along the south side of Old Birch
Street to service the development.
Public Land Dedication
The City will require payment in lieu of land dedication for purposes of public land
dedication. A public park trail will be constructed by the developer along the southern
portion of the development which will connect the existing trail in Foxborough and
Preserve. The construction costs of the trail will be subtracted from the total payment in
lieu. The outlots will be deeded to the City but are in addition to the park land
dedication.
55 lots x $2,500 payment in lieu =
$137,500
Construction Cost of Trail =
(TBD)
Total Payment in Lieu
TBD
Tree Preservation
The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and
forest resource and to replace removed trees in areas where tree cover is most critical.
The applicant has submitted a Tree Preservation Plan which identifies significant trees
within the Basic Use Area (grading area) and Environmentally Sensitive Areas and is
mitigating the site in compliance with the ordinance. The Basic Use Area is defined as
the area dedicated to site's use, including buildings, parking, loading, driveways, streets,
outbuildings, trash enclosures utilities, landscaping and grading necessary for the
construction of the above uses.
Grading activities and road construction will encroach on both conservation areas and
protected areas and will require mitigation in accordance with the standards. However,
staff is proposing to allow for removal of green ash (due to the emerald ash borer)
without mitigation. Additionally, as a part of our adaptive management techniques,
Aspen trees removed from hydric soil areas will not require replacement provided that all
top soils removed from the buffer areas are returned to the same site as much as possible
after grading is done. Trees proposed for mitigation will be incorporated into the
landscape plan.
Preliminary review of the tree preservation plan indicates a total of 227 trees being
removed within the preservation area which will require planting 125 new trees for
mitigation. For perspective, the entire site has nearly 2,000 trees.
The Environmental Board will review and approve the final landscape and tree
preservation plan.
Comprehensive Plan
Resource Management System
The Resource Management Plan identifies a greenway system and trail connection within
the development. The greenway is comprised primarily of the Wetland Management
Corridor (WMC) established by the Rice Creek Watershed District (RCWD) Wetland
Management Corridor (WMC). These areas consist of the high value wetlands that
support high diversity plant and animal communities and are considered Environmentally
Sensitive Areas (ESA's) in the comprehensive plan. The Saddle Club property represents
the final link of a multifunctional greenway corridor stretching from Deer Lane (west of
Foxborough) to Birch Park (east of Preserve at Lino Lakes). The PUD process allows for
flexibility in site design which aids in the City's attempt to maximize the conservation of
land and open space. A Rare Plant Species Survey Report was prepared by EOR, Inc.
(August 8, 2013) in which no state or federally listed rare plant species were observed
during the survey.
An east -west trail connection is proposed within the greenway system along the southern
portion of property between the Foxborough and Preserve developments.
Land Use Plan
As identified above, the land use is guided for low density residential development and is
within the 1A 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 greenway and wetlands are being protected via conservation
easements and trails are being constructed.
Transportation Plan
The local roads within the development will have 50 foot right of way widths and the 28
foot wide paved road surface consistent with neighboring developments. Pheasant Run
South will extend from the east and connect with Old Birch Street as a local road. Old
Birch Street (east -west section) will be improved by mill and overlay by the developer.
Fox Road will extend north -south and terminate at the southwest property line to provide
8
•
•
•
•
future connection to the existing Fox Road in the Foxborough as was required and
designed with that development. Per the subdivision ordinance, streets shall connect with
streets already dedicated in adjoining or adjacent subdivisions or provide for future
connections. This connection was analyzed and supported by the City's consulting
engineer firm, WSB & Associates. The future connection is required on property owned
by a separate entity and may not occur with this development.
A key goal of the Transportation Plan is to promote alternative transportation such as
bicycling, walking, transit and rail. An east -west park trail connection is proposed within
the greenway system along the southern portion of property between the Foxborough and
Preserve developments. Sidewalk will be installed along the north side of Pheasant Run
South.
A Traffic Impact Study was prepared by Spack Consultants (October 8, 2013) on behalf
of the developer to analyze traffic impacts to and from Old Birch Street and Birch Street.
Traffic may also utilize Pheasant Run S to the east and eventually Fox Road to the south.
Per the study, the west and east intersections of Birch Street and Old Birch Street will
operate acceptably at a Level of Service A in regards to traffic volumes and capacities
and no modifications to the existing public transportation system will be needed to
accommodate the proposed development.
In 2011, Anoka County and the City partnered on the CSAH 34 (Birch Street) Corridor
Study. The study identifies the s -curve along Birch Street as a high crash location due
to deer and snow conditions. Recommended corridor improvements include:
• Frontage and backage roads should be constructed as development occurs to
support local traffic and manage access onto CSAH 34.
• A review of the horizontal curve advisory speed, curve ahead warning signs,
curve delineation and the presence of fixed objects on the roadside.
• Consider installation of deer detection warning system
• Provide an urban section through the curve with curb and gutter
A memo from City Engineer, WSB & Associates, dated September 6, 2013 further
supports the need to connect Fox Road to the south to distribute traffic to other primary
routes and provide alternate access points. The City Engineer also suggests further
evaluation of sight lines and left turn lanes on Birch Street.
Planning Districts
The development is in Planning District 1 and the Reshanau Resource Management Unit
(RMU). Wetland Preservation Corridor and Greenway System have been identified as
resource management recommendations.
Wetlands
There are 19 delineated wetlands on the site. Since the majority of the wetlands on the
site fall within the Wetland Management Corridor (WMC) part of the Watershed District
Rules, Minnesota Routine Assessment Method (MNRAM) for determining wetland
quality was required.
The developer proposes to place the majority of the corridor within outlots on the south
and northeast sides of the site. All outlots will be deeded to the City of Lino Lakes. A
conservation easement will be placed over all conservation areas including required
buffer areas. Buffer areas must be an average of 50 feet wide along the Wetland
Management Corridors. Signs indicating the location of all conservation easements must
be placed on all property lines. Up to four signs per lot if necessary are required at all
boundary line change areas. Sign design must be approved by the city.
The Grading Plan also lists 60,249 square feet of wetland fill proposed on the site and
112,786 square feet of Wetland Enhancement. These numbers must be verified by Rice
Creek Watershed. The RCWD is responsible for permitting under the Wetland
Conservation Act (WCA). Wetland fill and mitigation requirements will be subject to
review and approval of the RCWD.
Floodplain
The northeast quadrant of the development falls within a FEMA Floodplain Zone A. The
applicant shall be required to submit the proper Letter of Map Amendment or Letter of
Map Revision to FEMA for review and approval. Fill within the floodplain requires an
equal amount of compensatory storage. This is addressed as part of the ditch reroute.
Final Plat
A land use application for PUD Final Plan/Final Plat of Saddle Club shall be required.
At such time, the developer shall enter into a Development Contract and other documents
as the City deems necessary.
Supporting Documents
Other supporting documents include:
• Traffic Impact Study by Spack Consulting dated October 8, 2013
• Rare Plant Species Survey Report by EOR, Inc. dated August 20, 2013
• Wetland Delineation Report by Earth Science Associates, Inc. dated November
2012
• Stormwater Drainage Report by Plowe Engineering, Inc. dated October 14, 2013
• CSAH 34 (Birch Street) Corridor Study by SRF Consulting Group, Inc. dated
April 2011
• Environmental Board Staff Report dated October 30, 2013
10
•
•
•
RECOMMENDATION
The issues and concerns relating to traffic safety and congestion, public utilities and loss
of greenway with the 2000 development proposal have been minimized or mitigated.
The road connections to Foxborough and Preserve provide alternate routes in and out of
the development versus only having one access onto Birch Street. Public water utilities
will loop the system. The greenway corridor has been identified and protected by a
conservation easement.
Staff recommends approval of the Rezoning and PUD Development Stage
Plan/Preliminary Plat with the following conditions being met prior to approval of the
Final Plat:
1. All comments from the City Engineer letter dated November 7, 2013 shall be
addressed.
2. All comments from the Environmental Coordinated Letter dated November 6,
2013 shall be addressed.
3. All comments from Anoka County Highway Department (to be provided) shall be
addressed.
4. A Lot Summary Excel spreadsheet providing gross area, unbuildable area and net
area per lot and block shall be provided.
5. A plan sheet showing the preliminary plat in its entirety shall be included in the
Plan Set.
6. A Phasing Plan for development shall be included in the plan set.
7. Comments/Revisions to Sheet CO, Title Sheet:
a. Sheet Index shall include a number for each plan sheet.
8. Comments/Revision to Sheet C1-1 & C 1 -2, Preliminary Grading, Drainage &
Erosion Plan
a. Is the Phase 1 Grading Plan Line the actual grading line or development
phasing line?
9. Comments/Revision to Sheet 1 of 9, Certificate of Survey with Resource
Inventory:
a. The applicant shall submit the proper Letter of Map Amendment or Letter
of Map Revision to FEMA for review and approval.
10. Comments/Revisions to Sheet 4 and 5 of 9, Preliminary Plat:
a. Development Data shall be revised to reflect data as provided in the
Density Calculations chart of this report.
b. A five (5) foot wide sidewalk shall be shown on the north side of Pheasant
Run South from Street B to Old Birch Street.
c. An eight (8) foot wide bituminous trail shall be shown:
i. On the north side of Pheasant South from Street B to the existing
trail in Preserve at Lino Lakes.
ii. Connecting from existing trail in Foxborough to Street B cul de
sac.
iii. Connecting from Fox Road along south side of Lot 16, Block 4 to
the new trail.
11
iv. A cost estimate for the trail construction broken down into the
above 3 segments shall be provided.
d. A temporary cul de sac shall be shown at the southwest end of Fox Road.
e. The conservation easement shown over the building pad of Lot 1, Block
15 shall be removed.
f. Lots extending into wetlands and ponding/infiltration areas should be
minimized to the greatest extent as possible.
i. Lots 7 -15, Block 1 should not extend into the wetland or ponding
areas.
ii. Lots in Block 2 should not extend into the infiltration area.
iii. Lots in Block 3 and Block 4 should not extend into the wetland
area. A minimum 10 foot buffer between the wetland and property
line should be maintained.
iv. The northern property line measuring 125.4 feet of Lot 1, Block 5
shall maintain a minimum 10 foot buffer from the wetland.
v. Lot lines in Block 6 should not extend into the wetland area. The
property line shall maintain a minimum 10 foot buffer from the
wetland.
11. Comments/Revisions to Sheet 6 of 9- Landscaping Plan:
a. A landscape buffer 15 feet wide shall be provided on the west side of Lot
1, Block 6 to buffer from the existing utility substation structure on the
adjacent property.
b. The landscape plan shall include open area landscaping as required per
ordinance.
c. The Environmental Board shall review and approve the final landscape
and tree preservation plan.
ATTACHMENTS
1. Site Location Map
2. Aerial Map
3. Plan set prepared by Plowe Engineering and EG Rud & Sons, Inc. dated October
14, 2013 and received by the City on October 14, 2013.
4. City Engineer letter dated November 7, 2013
5. WSB & Associates memo dated September 6, 2013
6. WSB & Associates letter dated November 5, 2013
7. Environmental Coordinator memo dated November 6, 2013
8. Police Department CPTED memo dated October 23, 2013
12
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SADDLE CLUB P.U.D.
TITLE SHEET, NOTES & LEGEND
LINO LAKES, MN
.0481OBRT
GENERAL NOTES
THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND
LOCATION OF EXISTING UTIUIIES 5 NOT GUARANTEED TO BE ACCURATE OR ALL
INCLUSIVE THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OM
DETERMINATION AS TO TYPE AND LOCATION OF UTIUTIES AS NECESSARY TO
AVID DAMAGE 10 THESE UTUTES
CALL •811' FCR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS.
INSTALLATIONS SHALL CONFORM TO THE TTY STANDARD SPECIFICATIONS *NO
DETAIL PLATE
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 PUBUC
STREETS OR WITHIN PUBLIC RIGHT -OF -WAY.
NOTIFY CITY A MINIMUM OF 416 HOURS PRIOR TO ME COMMENCEMENT OF
CONSTRUCTION.
WATER MAIN NOTES
EXISTING WATER MAIN LOCATION AND 92E 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 /6. OF WATER MAIN.
PROPOSED WATER MAIN SHALL BE DIP GASS 52. PROPOSED WATER SERVICE
PIPE SHALL BE 1• COPPER TPE K.
MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPE5 4' IN 9AME1ER
AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANS 421.11).
MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE.
SANITARY SEWER NOTES
EXISTING SANITARY SETTER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED
IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGNEER OF ANY
DISCREPANCIES PRIOR TO ANY INSTALLATIONS
PROPOSED SANITARY SEWER SERVICES SHALL BE 4' PVC 9M 26.
STORM SEWER NOTES
FIELD VERIFY 920. ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND
NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS
WHEN CALLED OUT AS PIPE, STORM SEINER SHALL BE REINFORCED CONCRETE
PIPE (RCP) ANS 076 WITH R -4 GASKETS CR, IF ALLOWED BY CITY. HOPE PIPE
MAY BE USED. (SEE PLAN FOR LOCATIONS MERE RCP IS REQUIRED.) HOPE
PIPE SHALL MEET THE REQUIREMENTS OF AASITO 6294. TYPE S 'MTH
WATERTIGHT CONNECTIONS. USE SAND /GRANULAR MATERIAL FOR BACK0WNG
AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE MTH THE
REWIREIIENTS OF A51M 2321.
STORM SEWER LENGTHS INCWDE THE LASING 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 114E CATCH BASIN MANHOLES W/
APPROVED RESUENT RUBBER JOINTS TO MAKE 1(4EM GASTIGHT OR
WATERTIGHT. CEMENT MORTAR JOINTS ARE PERIAMED ONLY FOR REPAIRS
AND CONNECTIONS OF EXISTING UNES CONSTRUCTED WUTH SUCH JOINTS.
CURB & BITUMINOUS NOTES
REMOVAL *NO DISPOSAL OF EXISTING SINLLr MATERIALS AS REWIRED FOR
CONSTRUCTION IS CONSIDERED INCIDENTAL
SAW- CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PR080E BUTT-JOINT.
RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION.
BACKFIWNG OF CURB IS INCIDENTAL TO CURB INSTALLATION.
FOUR NOES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION.
CURB ENOS SHALL TERMINATE IN A THREE -FOOT BEAVER TAIL
VICINITY MAP
LEGEND
m
E
0
4
0X
9.10
926
9q2
EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND CABLE
ET2511NG TELEPHONE PEDESTAL
EXISTING ELECTRICAL PEDESTAL
MISTING CABLE PEDESTAL
0901160 UTUTY POLE
EXISTING UGHT POLE
EXISTING STORM SEWER
DISTNG WATER MAIN
EXISTING SANITARY SEWER
EXISTING STORM MANHOLE
DOSING FLARED -END BECTON
EXISTING GATE VALVE
EXISTING HYDRANT
EXISTING SANITARY SEWER MANHOLE
EXISTING CONTOUR
EXISTING 900T ELEVA110N
0111NG FENCE
DELINEATED 'REILAND EDGE
MARANON BY TARM SCE=
ASBRI A1q MC W110-211-1E
1EST PITS/BORINGS
RMO6WD BY NORRN6I
1mManaz xIL•
SHEET INDEX
0
A
xti
RYC
—930
PROPOSED WATER PIPE
PROPOSED SANITARY SEWER PIPE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINTILE ANO LEAN -OUT
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED FUMED -END SECTION
PROPOSED GATE VALVE
PROPOSED HYDRANT
PROPOSED SANITARY SEWER MANHOLE
PROPOSED CONTOUR
X920.60 PR(OPOSED SPOT ELEVATION
OWNER MGM)
— ,.--r- PROPOSED SILT FENCE
MIMS
PROPOSED DIRECTION OF DRAINAGE
PROPOSED RIP -RAP
WETLAND FILL
Da WET n,1 FOR
KMRMINCA qH Or RL AREAS)
WETLAND ENHANCEMENT AREA
GEE IMMO MYIAQIREMT 688
F66 MTN.)
PROPOSED INLET PROTECTION
CO TITLE SHEET, NOTES & LEGEND
C1 -1 GRADING, DRAINAGE & EROSION CONTROL PLAN
C1 -2 GRADING, DRAINAGE & EROSION CONTROL PLAN
C2 -1 UTILITY PLAN
C2 -2 UTILITY PLAN
C3 DETAILS
C4 STORMWATER POLLUTION PREVENTION PLAN
EXISTING CONDITIONS /CERTIFICATE OF SURVEY
PRELIMINARY PLAT
TREE PRESERVATION PLAN
LANDSCAPE PLAN
T
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Call before you dig.
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TITLE SHEET, NOTES & LEGEND
SADDLE CLUB P.U.D.
DRAWN BY DESIGN BY:
C.M. C.W.P.
DHCKD BY: PROD. NO.
C.W.P. 13 -1414
ORIGINAL DATE:
OCTOBER 14, 2013
REVISION DESCRIPTION
SADDLE CLUB P.U.D.
TITLE SHEET, NOTES & LEGEND
PREPARED FOR
DUPONT
HOLDINGS, LLC
",0
SITE PLANNING
8 ENGINEERING
PLOWE
ENGINEERING, INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 3615010
FAX: (65113614701
NORTH
0 5050 100
1 INC
CO
WETLAND FILL
LOCATION
WETLAND
ENHANCEMENT
AREA NO.
AREA (SF)
AREA NO.
AREA (SF)
9/13/2013
AREA NO.
AREA
1
3,342
10
539
892.92
A
8,853
2
773
11
2,296
PIT 3
B
35,137
3
5,689
11A
822
896.71
C
68,796
4
12,949
12
226
893.99
893.65
893.53
5
11,021
13
427
892.30
89218
892.73
6
10,239
13A
229
891.34
891.60
PIT 8
7
284
14
1,454
889.59
PIT 9
893.75
8
191
15
2,473
PIT 10
892.77
892.15
9
7,295
892.34
18 1
893.99
893.45
892.70
891.28
892.49
TH 2
893.48
893.12
892.62
891.87
892.55
18 3
TOTAL
60,249
892.12
TOTAL
112,786
GRADING, DRAINAGE a EROSION CONTROL NOTES
1) PRIOR 10 ANY GRADING OPERATIONS THE CONTRACTOR SHALL INSTALL
ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE
MTH 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 0
LOCAL CONDITIONS REQUIRE
2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA
BASS TO MINIMIZE UNSTABIUZED AREAS AS EACH AREA IS COMPLETED. All
001O5ED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR
PERMANENT COVER MTHN SEVEN (7) DAYS
3) SEE 94007 04. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR
ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING.
Zoned R -1
28- 31 -22 -31 -0011
Owner Cary 3 Shona Foster
LOT N0.
DRAINAGE A UTILITY
EASAHENT
SURFACE DRAINAGE
AT REAR HOUSE I ROF W� PROPERTY uHff
RECOMMENDED HOUSE TYPE
SEW.G - SPLIT-ENTRY
WALK-OUT
W.O. - SPLIT ENTRY
PROPOSED ELEVATION AT
GARAGE 0006 (FRONT)
TYPICAL LOT LAYOUT
x
1E11/J0 FILL R
Tn EF
xrw
erm
.,,10�m11 le
ease
sinso
N0K:A1E5 PROPOSED
LOMEST FLOOR ELEV.
INDICATES
DROPPED GARAGE
SUGGESTED
GARAGE LOCATION
WATER LEVEL MEASUREMENTS
LOCATION
WATER ELEVATION R
ADINC5
8/9/13
8/16/2013
8/23/2013
9/13/2013
ANZRAGE
PIT 1
893.37
893.24
892.57
892.53
892.92
PIT 2
895,30
894.26
893.89
893.84
894.32
PIT 3
896.57
895.74
895.40
895.40
895.78
PIT 4
896.71
896.38
896.30
896.21
896.40
PIT 5
894.74
893.99
893.65
893.53
893.98
PIT 6
893.39
893.05
892.30
89218
892.73
PIT 7
892.01
891.55
891.51
891.34
891.60
PIT 8
889.83
889.54
889.54
889.46
889.59
PIT 9
893.75
892.09
891.84
891.92
892.40
PIT 10
892.77
892.15
892.19
892.27
892.34
18 1
893.99
893.45
892.70
891.28
892.49
TH 2
893.48
893.12
892.62
891.87
892.55
18 3
893.54
893.04
892.12
890.96
892.09
78 4
892.72
89209
891.34
889.93
891.10
TH 5
890.50
889.96
889.50
888.33
890.00
,. I =s =1
Zoned R-1 A.
Zoned R- t....1... 'A I•� 28- 31 -22 -31 -0028 • 1
I 11 I I ,.
an
28- 3t -22 -31 -0028 .,' I ` 14 e: 9118 M. Schmitz Revocable T,aet .- .- I•/ ■ [ •
�8(L�
An Jena & Rebecca Rowing e...,x " V A 0 998 Aspen Lans/, ,opm Zoned R-1
1,
92 Aepan Lane ...�� , s3. ; -� :F 1yE1'
fit\ 33, 8- I�¢ I , • •• '-
- /"F9oe �amcv°E ......1 ®N ..... 41
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ANIMMIM
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ISSN
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'IS
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CaII before you dig.
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AET
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PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN
SADDLE CLUB P.U.D.
DRAWN BY:
C.M.
CHCID) BY:
DESIGN BY:
PROD. NO.
13 -1414
ORIGINAL DATE:
OCTOBER 14, 2013
REVISION DESCRIPTION
8
SADDLE CLUB P.U.D.
z
coi
Ye
i
23
00
QoQm
¢U
0 Z
6 N
20
w
a
PREPARED FOR
DUPONT
HOLDINGS, LLC
SITE PLANNING
A ENGINEERING
PLOWE
ENRINEERING,INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES. MN 55014
PHONE:1651)361 -210
FAX: (651)361 -8701
NORTH
25 50
D�
1 INCH= 50 FEET
C1 -1
WETLAND FILL
LOCATION
WETLAND
ENHANCEMENT
AREA NO.
AREA (SF)
AREA NO.
AREA (SF)
AVERAGE
AREA NO.
AREA
1
3,342
10
539
PIT 2
A
8,853
2
773
11
2,296
896.57
B
35,137
3
5,689
11A
822
896.38
C
68,796
4
12,949
12
226
893.65
893.53
893.98
5
11,021
13
427
89218
89273
PIT 7
6
10,239
13A
229
891.60
PIT 8
889.83
7
284
14
1,454
PIT 9
893.75
892.09
8
191
15
2,473
892.77
892.15
89219
9
7.295
TH 1
893.99
893.45
892.70
891.28
892.49
111 2
89146
893.12
892.62
891.87
89255
TH 3
89154
TOTAL
60,249
890.96
TOTAL
112,786
re
trot
GRADING, DRAINAGE & EROSION CONTROL NOTES
1) PRIOR TO ANY GRADING OPERATIONS THE CONTRACTOR SHALL INSTALL
ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE
`MTH OWNER) AND PERIMETER SLT FENCE AS SHOVE ON PLAN. (CONTACT
CITY TO INSPECT ER09ON CONTROL MEASURES PRIOR TO GRADING
OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF
LOCAL CONDITIONS REWIRE
2) THE CONTRACTOR SHALL PERFORM 9TE GRADING ON AN AREA -BY -AREA
BASS TO MINIMIZE UNSTABIUZED AREAS AS EACH AREA I5 COMPLETED. ALL
0(PO0ED SOILS MUST HAVE TEMPORARY EROSON CONTROL PROTECTOR OR
PERMANENT COVER WITHIN SEVEN (7) DAYS
3) SEE SHEET 54, STORM WATER P0LLU00N PREVENTION PLAN (SWPPP) FOR
ADDITIONAL ER040N CONTROL ROTES AND STE EQUENONG.
LOT N0.
DRAINAGE d DINE,
EASEMENT
SURFACE DRAINAGE
AT
FINISHED HOUSE 1 PROPERTY UNE
RECOMMENDED HOUSE TYPE
5.EW.0. - SPLIT -ENTRY
WALK -OFT
W.O. - SPOT ENTRY
PROPOSED ELEVATION AT
GARAGE DOOR (FRONT)
STREET
TYPICAL LOT LAYOUT
INDICATES PROPOSED
LOWEST FIRM ELEV.
INDICATES
CROPPED GARAGE
SUGGESTED
GARAGE LOCATION
WATER LEVEL MEASUREMENTS
LOCATION
WATER ELEVATION READINGS
8/9/13
8/16/2013
8/23/2013
9/13/2013
AVERAGE
PIT 1
893.37
893.24
892.57
892.53
89292
PIT 2
895.30
894.26
893.89
893.84
894.32
PIT 3
896.57
895.74
895.40
895.40
895.78
PIT 4
896.71
896.38
896.30
896.21
896.40
PIT 5
894.74
893.99
893.65
893.53
893.98
PIT 6
893.39
893.05
892.30
89218
89273
PIT 7
892.01
891.55
891.51
891.34
891.60
PIT 8
889.83
889.54
889.54
889.46
889.59
PIT 9
893.75
892.09
891.84
891.92
89240
PIT 10
892.77
892.15
89219
89227
892.34
TH 1
893.99
893.45
892.70
891.28
892.49
111 2
89146
893.12
892.62
891.87
89255
TH 3
89154
893.04
89212
890.96
892.09
TH 4
892.72
892.09
891.34
889.93
891.10
10! 5
890.50
889.96
889.50
888.33
890.00
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PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN
SADDLE CLUB P.U.D.
DRAWN BY:
DESIGN BY:
CHCKD BY: PROD. NO.
C.W.P. 13 -1414
ORIGINAL DATE.
OCTOBER 14. 2013
REVISION DESCRIPTION
SADDLE CLUB P.U.D.
LINO LAKES. MN
PREPARED FOR:
DUPONT
HOLDINGS, LLC
SITE PLANNING
8 ENGINEERING
PLOWE
ENGINEERING. INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES, MN 55014
PHONE: (651) 361-8210
FAX) (651)361 -8701
NORTH
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I
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PRELIMINARY UTILITY PLAN
SADDLE CLUB P.U.D.
DRAWN BV: DESIGN BV:
C.M. C.W.P.
CHORD BV: PROJ. NO.
C.W.P. 13 -1414
ORIGINAL DATE:
OCTOBER 14, 2013
SADDLE CLUB P.U.D.
PRELIMINARY UTILITY PLAN
PREPARED FOR
DUPONT
HOLDINGS, LLC
01,0
SITE PLANNING
& ENGINEERING
PLOWE
ENGINEERING, INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES. MN 55014
PHONE: (651) 361-8210
FAX: (651) 36141701
NORTH
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1 INCH = 50 FEET
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PRELIMINARY UTILITY PLAN
SADDLE CLUB P.U.D.
DRAWN BY DESIGN BY:
C.M. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 13 -1414
ORIGINAL DATE:
OCTOBER 14, 2013
REVISION DESCRIPTION
0
SADDLE CLUB P.U.D.
S6
s
PREPARED FOR:
DUPONT
HOLDINGS, LLC
SITE PLANNING
& ENGINEERING
PLOWE
ENGINEERING, INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES. MN 55014
PHONE: (651) 361 -8210
FAK: (651) 361 -6701
NORTH
0 s 50
1 INCH = 50 FEET
C2 -2
R/W
2X
10
CONTRACTOR TO PNONOE UTRJIY
CONDUITS AT LOCATIONS TO BE
DETERMINED BY 91111 UTUI1ES
(INCIDENTAL)
• SEE GRADING PLAN FOR
BOULEVARD GRADES ADJACENT TO
NET.11105
50' RIGHT OF WAY
R/W
30' BACK- OF -01RB TO BACK-CF CURB
15' TO BACK OF CURB
2.05
15' TO BACK OF CURB
2.05
D412 CONCRETE
CURB 11 GUTTER (TYP)
INSTALLATION CF YN. 4• 0.A55 5
GRAVEL (1005 CRUSHED) UNDER CURB
INCIDENTAL TO CURB INSTALLATION
(TIP)
EDTYPICAL ROAD SECTION
N.T.S.
1.5' NEARING COURSE
TYPE 5P125 NEARING COURSE MIX (3,C) 5PNE834011
— TACK COAT
2' NON- WEARING COURSE
TYPE SP1191323011
e' 4155 5 GRAVEL (1000 CRUSHED)
APPROVED GRANULAR SUBBASE
(TO BE OEIERMNED BY GEOIECNMCAL DIM ON)
10'
4' MN. TOPSOIL -
5EE0 AND MULCH RIGHT -OF -WAY.
E011110 WRE MLRN INTO
TENCH
SUPPORT POST ANCHORAGE
IN -9N SOIL
OSILT FENCE
N.T.S.
ELEV- 896.25
2' X 2' ROOD OR STEEL POST
Y -r 0.0
TALE 9131 REINFORCEMENT, STD. FIELD
FENCE MN. 30' HIGH, MAX 9E91
SPACING OF 8' AND MIN. 14-1/2
GAUGE WRE IS OPTIONAL
GEOTEXDLE FILTER FABRIC - OVERLAP 8'
AND FASTEN AT 2' INTERVALS LAY
FABRIC IN TRENCH.
FABRIC ANCHORAGE TRENCH.
BACOIL TRENCH WTH TAMPED
NATURAL SOL
BOiESL
1) N1RE MESI 15 NOT REOUIREO.
2) CONTRACTOR 15 RESPON3BLE 109
REAHOV 1. OF ALL 1100909 CONTROL
MATERIALS FOLLOWNG TURF
ES1ABU91MENT.
TOP WALL= 896.00
INV 893.00
GALVANIZED ORATE
ELEV= 898.00
4' 0 ORIFICE
INV 884.00
POND NNL- 893.00
INV 880.00
POND OUTLET SKIMMER
OW/ WEIR WALL AND SUBMERGED INLET
N.T.S.
DEFLECTOR PUTS
1/2'R
/7' WHEN ADJACENT SURFACE 15 BITUMINOUS -
NNEN ADJACENT SURFACE 15 CONCRETE
USE SAME THICKNESS AS 9AB.
3 /4'/FT.
Y.
24
1
1 /YR
D412 CONCRETE
OCURB & GUTTER
OVERFLOW Q CENTER OF FILTER ASSEMBLY
OVERFLOW Q - TOP OF CURB BOX
10' 011ER ASSEMBLY
CURB
HIGH -FLOW FABRIC
MIRAF1 FF101
WIMCO INLET PROTECTION
N.T.S.
II
ivjF-
DETAIL 'A -A'
58'9 O.D.
SEE DETAIL 'A -A'
1 /4'x1' FLAT SILK
HINGE ASSEMBLY
MINIMUM OF 2 HINGES
REWIRED
(4) 1/2'0 -13 UNC HEX
HEAD STAINLESS SIL Bats
MTH NUTS AND WASHERS
1/2' STL PLATE
.•II \N •
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MW
• LTC WMM. MCI •
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5/8'9 SMOOTH 8ND. STOCK
4 0.G 00111 WAYS
5?0 (2) PIECE 5/8' ROD
POND SKIMMER ORATE
GRATE NOTES.
1) GRATE TO BE MADE IN TWO (2) PIECES
2) ALL METAL SHALL BE HOT -0PPED GALVANIZED
ED GALVANIZED GRATE
N.T.S.
NEENAH R- 3067 -V
TOP OF SHELF- 894.00
N%1= 893.00
N.T.S.
A
2'
LOT NO
DRAINAGE k U11UTY
EASEMENT
SURFACE DRAINAGE
FINISHED GRADE
AT REAR OF HOUSE
RECOMMENDED HOUSE TYPE
SEW.O. - SPOT -ENTRY
WALK -OUT
W.0. - SPLIT ENTRY
PROPOSED ELEVATION AT
GARAGE DOOR (FRONT)
R/W
STREET
EDTYPICAL LOT LAYOUT
MUTE&
RP -RAP SHALL BE HAND PLACID.
FILTER LATER AND FABRIC ARE
NCWEIOAI TO RP -RAP.
50
USE EQUIV. P
FOR ARCH PIPE
DITO1 OR BASIN GRADE
6' GRANULAR FILTER LATER
GEOTEX1ILE FILTER FABRIC
SECTION A -4
RP -RAP WARMES C.T.
12' 4 24' 10 42' 23
15' 5 zr 12 48' 29
18' 6 30' 14 54' 34
21' 8 38' 19 60' 39
EDRIP -RAP AT PIPE OUTLETS
N.T.S.
INFILTRATION
SHELF
10:1 BENCH
N.T.S.
IN -9TE SOILS
(WN. 700 GRANULAR)
OPOND INFILTRATION SHELF
N.T.S.
J.A
PROPERTY UNE
INDICATES PROPOSED
LONEST FLOOR F1EV.
INDICATES
DROPPED GARAGE
SUGGESTED
GARAGE LOCATION
1 -1/2' - 3"
CLEAN WASHED ROC(
ROCK CONSTRUCTION
OENTRANCE
N.T.S.
RANT MATERIAL TOLERANT OF NUNDATION AND DROUGHT
(NAIVE PLANS RECOMMENDED-91E TABLE AT RIGHT) OR
USE Mn00T SEED MIX 328 (APPLICATION RA1E =88
IBS /ACRE) - PLANTINGS RECOMMENDED OVER SEED MIX
ER090N CONTROL BLANKET SUITABLE FOR SEEDING (EG
STRAW - COCONUT BLANKET)
4" TOPSOIL 4110 MN. 50S GRANULAR MATERIAL
INFILIRATON SHELF NOTES
1. CONTRACTOR TO MARK -OFF INFILTRATION SELF AREA W/H $T
FENCE OR OTHER VISIBLE MARINER.
2. NO MINING OF SANDY MILS IN AREA INDICATED
3. MIN69ZE COMPACTION BY U9NG LOW- IMPACT EARTH MOVING
EQUIPMENT (EC. WOE TRACK OR MAR91 TRACK EQUIPMENT OR UGNT
EQUIPMENT W111 TURF-TYPE TIRES) IN 941! AREA
4. FINAL (RAGE SHELF ONLY UPON STABIUZATIOI OF UPSTREAM
ORAINACE AREAS
S ALLEVIATE ANY WMPACTFD SOILS IN SHELF AREA BY U980 A
PRIMARY IIWNG OPERATION 9.101 AS A 01191 ROW, RIPPER OR
SUMMER ID 8' MN. OEP1H PRIOR 10 PLACING
DETAILS
SADDLE CLUB P.U.D.
DRAWN BV: DESIGN BV:
C.M. C.W.P.
CHCKD BY: PROJ. NO.
C.W.P. 131414
ORIGINAL DATE:
OCTOBER 14. 2013
REVISION DESCRIPTION
0
SADDLE CLUB P.U.D.
0
PREPARED FOR
DUPONT
HOLDINGS, LLC
its
SITE PLANNING
8 ENGINEERING
PLOWE
ENGINEERING, INC.
0775 LANE DRIVE
SUITE 110
LINO LAKES. MN 55014
PHONE: (651) 361.8210
FAX. (651) 361-8701
C3
INSPECTIONS AND MAINTENANCE
1.
2
THE PERMITTEE(S) (OTHER THE OWNER OR OPERATOR) MUST ROUTINELY INSPECT THE
CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND '610114
24 HOURS AF102 A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS
ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN
WRITING AND THESE RECORDS MUST BE RETAINED WITH ME SAPPP IN ACCORDANCE 84TH
RECORD DETENTION. RECORDS O EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL
INCLUDE SHALL INCLUDE
A DATE AND TEE INSPECTIONS;
B. NAME OF PERSON(S) CONDUCING INSPECTIONS;
G FINDINGS OF INSPECTIONS. INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS
D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, IMES, A110 PARTY COMPLETING
MAINTENANCE ACTNTIES);
E DATE MAO AMOUNT OF RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES)
IN 24 HOURS; AND
F. DOCUMENTATION OF CHANGES MADE TO ME SWPPP.
3. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK
REMAINS ON OTHER PARTS OF THE SITE, INSPECTIONS OF TIE STABIUZED AREAS MAY BE
REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND
CONDITIONS THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS 50CN AS
RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER ONES FIRST.
4. ALL EROSION PREVENTION AND SEDIMENT CONTROL BAPS MUST BE INSPECTED TO ENSURE
INTEGRITY AND EFFECTIVENESS ALL NONFUNCTIONAL BAPS MUST BE REPAIRED, REPLACED, OR
SUPPLEMENTED NTH FUNCTIONAL BAPS THE PERMITEE(5) MUST INVESTIGATE AND COMPLY
WITH THE F01011110 INSPECTION AND MAINTENANCE REQUIREMENTS
A. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME
NONFUNCTIONAL (DEVELOP TEARS DETACH FROM POSTS, POST BECOME DISLODGED FROM
GROUND, ETC.) OR TIE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE THESE
REPAIRS MUST BE MADE WITHIN 24 HOURS 00 DISCOVERY, OR AS SOON AS THE FIELD
CONDITIONS ALLOW ACCESS
B. TEMPORARY AND PERMANENT SEDIMENTATION PONDS MUST BE DRAINED AND THE SEDIMENT
REMOVED WHEN THE DEPTH OF THE SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE
STORAGE VOLUME DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF
DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.
G SURFACE WATERS INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS MUST BE
INSPECTED FOR EVIDENCE OF SEDIMENT BONG DEPOSITED BY EROSION. TIE PERMITEE(S)
MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING
DRAINAGE WAYS CATCH BASINS AND OTHER DRAINAGE SYSTEMS AND RE- STABILIZE 114E AREAS
WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOL THE REMOVAL AND STABIUZA11ON MUST
14,KE PLACE 'WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL REGULATORY.
OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITEE SHALL USE ALL REASONABLE EFFORTS TO
OBTAIN ACCESS IF PRECLUDED. REMOVAL AND STABIUZA0ON MUST TAKE PLACE WITHIN SEVEN
(7) CALENDAR DAYS OF OBTAINING ACCESS THE PERMITEE IS RESPONSIBLE FOR CONTACTING
ALL LOCAL, REGONAL STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS
PRIOR TO CONDUCTING ANY WORK.
D. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OFF -SITE
SEDIMENT TRACKING ONTO PAVED SURFACES TRACKED SEDIMENT MUST BE REMOVED FROM
ALL OFF -SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE. WITHIN A
SHORTER TIME
E. THE PERMITTEE(S) ARE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY
AND PERMANENT WATER QUALITY MANAGEMENT BAPS AS NELL AS ALL ER0010N PREVENTION
AN0 SEDIMENT CONTROL BAPS FOR THE DURATION 00 THE CONSTRUCTION WORK AT THE SITE
THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERIM EE HAS ASSUMED CONTROL OVER
AREAS 00 THE SITE THAT HAVE NOT BEEN FINALLY STABIUZED OR THE SITE HAS UNDERGONE
FINAL STABILIZATION. AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA
(SEE TERMINATION OF COVERAGE).
F. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE OFF -STE ACCUMULATIONS MUST BE REMOVED
114 A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G.,
FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEVERS BY THE NEXT RAIN
AND /0R POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS).
5. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT 140 SEDIMENT FROM ONGOING
CONSTRUCTION ACTVI11ES IS REACHING THE INFILTRATION AREA AND MESE AREAS ARE
PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRI4NG ACROSS THE
INFILTRATION AREA
TRAINING REQUIREMENTS
1. PERMITTEE(S) MUST COMPLY N1111 THESE TRAINING REQUIREMENTS NO LATER THAN FEBRUARY
1, 2010. THE PERMITTEE(S) SHALL ENSURE 111E INDIVIDUAL IDENTIFIED IN THIS PART HAVE BEEN
TRAINED IN ACCORDANCE WITH THIS PERMITS TRAINING REQUIREMENTS THE PERAITTEE(S) SHALL
ENSURE THE TRAINING IS RECORDED IN OR WITH THE SWPPP BEFORE THE START 00 CONSTRUCTION.
A W10 MUST BE TRAINED:
I. INDINDUAL(S) PREPARING 111E S9DPP FOR 111E PROJECT
II. INDINDUAL(S) OVERSEEING NREM041ATION 8F, REVISING, AND AMENDING THE SLEPP AND
IFDINDUAL(5) PERFORMING INSPEC1ONS AS REWIRED AS PART OF 165 PERMIT. ONE OF THESE
INDINDUAL(5) MUST BE AVAILABLE FOR AN ON -SITE INSPECTION W1HIN 72 HOURS UPON
REQUEST BY THE MPG
III. IN044008 (S) PERFORMING OR SUPERVISING THE INSTALLATION, 44414104844 E, AN0 REPAR G
BAPS AT LEAST ONE INDIVIDUAL ON A PROECT MUST BE TRAINED N THESE DUTIES
B. TRAINING CONTENT. THE CONTENT AND EXTENT OF TRAINING MUST 8E COMMENSURATE WITH THE
INDIVIDUALS JOB DUTIES AND RESP0N081J1100 NTH REGARD TO ACTIVITIES COVI E0 UNDER
M5 PERMIT FOR THE PROECT. AT LEAST ONE INONOUAL PRF3RT ON THE PERMITTED
PROECT 91E (OR AVAILABLE TO THE PROECT STE IN 72 INCURS) MUST BE TRAINED N THE
JOB 511100 DESCRIBED IN THIS PERMIT.
G 1RNNING DOCUMENTATION
I. DOCUMENTATION MUST BE IN OR NTH ME SMPPP OR BE AVAILABLE MINN 72 HOURS UPON
REQUEST.
II. NAMES G ME PERSONNEL ASSOCIATED WITH THIS PROECT THAT ARE REQUIRED TO BE TRAINED
PER PART 1A G MIS SECTION.
III. DATES G TRAINING AND NNE G INSTRUCTOR(5) AND ENTITY PROVI0846 TRAINING
IV. CONTENT G TRAINING COURSE OR WORKSHOP (INCLUDING NUMBER OF HOURS G TRAINING).
C. ME PERMITTE(5) SHALL ENSURE MAT THE INOMDUNS ARE TRAINED 81 LOCAL STATE FEDERAL
AGENCIES PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WM E0ER0SE IN EROSION PREVEN1106,
SEDIMENT CONTROL OR PERMANENT S 041184TER MANAGEMENT 5401 AS THE UNIVVR9TY G
MINNESOTA MINNESOTA EROSION CONTROL ASSOCIATION, S01 AND WATER CON0DVATRN 05TRICI5, OR
THE MPCA
POLLUTION PREVENTION MANAGEMENT MEASURES
THE PERMITEE(S) SHALL IMPLEMENT ME FOLLOWING POLLUTION PREVENTION MANAGEMENT
MEASURES ON THE SITE
1. SCUD WASTE; COLLECTED SEDIMENT, ASPHALT AND CONCRETE MIMING$ FLOATING DEBRIS
PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOTION DEBRIS ANO OTHER WASTES MUST BE
DISPOSED OF PROPERLY AND MUST COMPLY 8414 MPCA DISPOSAL REQUIREMENTS
2. HAZARDOUS MATERIALS OIL GASOUNE PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE
PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS LEAKS OR OMER
DISCHARGE RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT
VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPUANCE TAM
MPCA REGULATIONS
3. EXTERNAL WASHING OF TRUCKS AND OMER CONSTRUCTION VEHICLE MUST BE UNITED TO A
DEFINED AREA OF ME SITE RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED
OP. NO ENGINE DEGREA4NG IS ALLOWED ON STE
DEWATERING AND BASIN DRAINING
1. DEWATERING OR BASIN DRAINING (E.G.. PUMPED DISCHARGES M0Q1/DITOH CUTS FOR
DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT
LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT
SEDIMENTATION BASIN ON 111E PROJECT SITE WHENEVER POSSIBLE IF THE WATER CANNOT BE
DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER. IT IMUST
TREATED NTH THE APPROPRIATE AMP, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY
AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDO8ERS 111E PERMITTEE(5) MUST
ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM ER0010N AND SCOUR.
THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS PLASTIC
SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES ADEQUATE SEDIMENTATION
CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS
2 ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A
MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS ER0010N IN REC0VING CHANNELS OR
ON DOVNSLOPE PROPERTIES OR INUNDATION IN WETLANDS CAUSING 9GNIRCANT ADVERSE
IMPACT TO THE WETLAND.
AMENDMENTS TO SI/PPP
THE PERMITTEE(S) MUST AMEND THE SAPPP AS NECESSARY TO INCLUDE ADDITIONAL
REQUIREMENTS SIGH AS ADDITIONAL OR MODIFIED BAPS DE90NED TO CORRECT PROBLEMS
IDENTIFIED OR ADDRESS SITUATIONS WHEREVER:
1. THERE 15 A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR
SEASON CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO
SURFACE WATERS OR UNDERGROUND WATERS
2. INSPECTIONS OR INVESRGAION5 BY SITE OPERATORS LOCAL STATE OR FEDERAL OFFICIALS
INDICATE THE SWPPP I5 NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE
DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE
DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE5, OR
3. THE SWIM. I5 NOT ACHIEVING TIE GENERAL OB4ECIVES OF CONTROL IJNG POLLUTANTS IN STORM
WATER DISCHARGES ASSOCIATED WM CON5MUC110N ACTMTY, OR THE SWPPP IS NOT
CONSISTENT NTH THE TERMS 610 CONDITIONS OF 11115 PERMIT.
4. AT ANY TIME AFTER PERMIT COVERAGE I5 EFFECTIVE, THE MPCA MAY DETERMINE THAT THE
PROJECTS STORM WATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR
CONTRIBUTE TO NON- ATTAN9ENT OF ANY APPLICABLE WATER QUALITY STANDARD. IF MPCA
MAKES SUCH A DETERMINATION, THE MPCA TALL NOTIFY THE PERMITTEE(S) IN WRITING. IN
RESPONSE. THE PERMITTEE(S) MUST DEVELOP A SUPPLEMENTAL RAP 4011014 PLAN OR
APPROPRIATE SWPPP AMENDMENTS DE504181NG SAPPP MODIFICATIONS TO ADDRESS 111E
10004ED CONCERNS AND SUBMIT INFORMATION REQUESTED BY 111E MPCA WITCH MAY
INCLUDE AN INDIVIDUAL PERMIT APPUCA0ON. IF MPCAS WRITTEN NOTIFICATION REQUIRES A
RESPONSE FAILURE TO RESPOND WITHIN THE SPECIFIED THE FRAME CONSTITUTES A PERMIT
VIOLATION.
FlNAL STABIUZATIOIV
THE PERMITEE(5) MUST ENSURE FINAL STABILIZATION OF THE SITE 180 PERMITEE(S) MUST
SUBMIT A NOTICE OF TER/4114110N WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE
OR ANOTHER OWNER /OPERATOR (PERMITEE) HAS ASSUMED CONTROL OVER ALL AREAS 00 111E
SITE THAT HAVE NOT UNDERGONE FINAL STABIUZAOOI. FINAL STABILIZATION CAN BE ACHIEVED
IN ONE OF THE FOLL.OWNG WAYS
1. ALL SOIL DISTURBING AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED
BY A UNIFORM PERENNIAL VEGETATIVE COVER NTH A DENSITY OF 70 PERCENT OVER THE
ENTIRE PREVIOUS SURFACE AREA OR 0114ER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL
FAILURE UNDER EROSIVE CONDITIONS 41413;
A ALL DRAINAGE DITCHES CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION I5
COMPLETE. MUST BE STABIUZED TO PRECLUDE EROSION;
B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SED1110T CONTROL
BEST MANAGEMENT PLANS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART O THE 91E
FINAL STABILIZATION; AND
C. THE PERMITEE(S) MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM
TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY
MANAGEMENT BASINS SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BONG WASHED
BACK INTO THE BASIN. CONVEYANCE AND DRAINAGE WAYS DISCHARGING OFF -STE OR TO
SURFACE WATERS THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN
111E BASIN TO DESIGN CAPACITY.
2. FOR RESIDENTIAL CONSTRUCTION ONLY. FINAL STABUZATON HAS BEEN ACHIEVED WHEN
TEMPORARY ER0100N PROTECTION AND DONN GRADIENT PERIMETER CONTROL FOR INDIVIDUAL LOTS
HAS BEEN COMPLETED AND THE 000004CE HAS BEEN TRANSFERRED TO THE HOMEOWNER.
ADDITIONALLY, THE PERMITEE MUST DISTRIBUTE THE MPCA 'HOMEOWNER FACT SHEET' TO THE
HOMEOWNER TO INFORM THE HOMEOWNER OF THE NEED FOR, AND BENEFITS OF, FINAL
STABIUZAOON.
RECORD RETENTION
THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MNN194ANCE RECORDS MUST BE
KEPT AT THE SITE DURING CONSTRUCTION BY 111E PERMITEE W10 HAS OPERATIONAL CONTROL
OF THAT POTION OF THE SITE THE SWPPP CAN BE KEPT IN OTHER THE FIELD OFFICE 00 IN
AN CN -910 VEHICLE
ALL OMER(5) MUST KEEP THE SWPPP, ALONG 84TH THE FOLLOWING ADDITIONAL RECORDS ON
FILE FOR THREE (3) YEARS AFTER SUBMITTED OF THE NOTICE OF TERMINATION AS OUTLINED IN
1ER4111ATION CC COVERAGE MI5 OCE5 NOT INCLUDE ANY RECORDS AFTER SUBMITTAL 04 THE
NOTICE OF TERMIN800N.
1.
2.
1
ANY OTHER PERMITS REWIRED FOR TIE PROECT:
RECORDS OF ALL INSPECTION AND MMNTENANCE CONDUCTED DURING CONSTRUCTION
ALL PERMANENT OPERATION AND MAINTENANCE AGREEMEMI5 THAT HAVE BEEN IMPLEMENTED,
INCLUDING ALL RIGHT OF WAY. CONTRACTS, COVENANTS AND OMER BINDING REQUIREMENTS
REGARDING PERPETUAL MAINTENANCE AND
ALL REWIRED CALWLA0005 FOR DESIGN OF THE TEMPORARY AND PERMANENT STORM WATER
MANAGEMENT SYSTEMS.
TERMINATION OF COVERAGE
1.
PERMITTEE(S) WISHING TO TERMINATE COVERAGE UNDER MIS PERMIT MUST SUBMIT A NOTICE
OF TERMINATION (NOT) TO THE MPG& COMPLIANCE NTH ME PERMIT I5 REQUIRED UNTIL A
NOT 15 SUBMITTED. THE PERMITTEE(S) AUTHORIZATION TO DISCHARGE UNDER 111I5 PERMIT
TERMINATES AT MIDNIGHT OF THE DAY ME NOT 15 SIGNED.
2. ALL PERMITTEE(S) MUST SUB41T A NOT `AMIN THIRTY (30) DAYS AFTER ONE OR MORE OP
THE FOLLOWING CONDEMNS HAVE BEEN MET:
A. FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL PORTIONS OP THE SITE FO2 WHICH THE
PERMITEE 15 RESPON4BLE (INCLUDING ME REMOVAL 04 ALL TEMPORARY EROSION CONTROL
MEASURES SUCH AS ELT FENCE AND IF APPLICABLE RETURNING AGRICULTURAL LAND TO ITS PRE
CONSTRUCTION AGRICULTURAL USE);
B. ANOTHER OWNER /OPERATOR (PERMITEE) HAS ASSUMED CONTROL ACCORDING TO PART 11.6.5 OP
MPCA PERMIT 140. MN R100001 OVER ALL AREAS OF THE STE THAT HAVE NOT BEEN FINALLY
STABILIZED; OR
G FOR RE40ENTAL CONSTRUCTION ONLY, TEMPORARY EROSION PROTECTION AND DOWN GRADIENT
PERIMETER CONTROL FOR INDIVIDUAL LOTS HAS BEEN COMPLETED AND THE RE4DENCE HAS
BEEN TRANSFERRED TO THE HOMEOWNER. ADDITIONALLY. THE PERMITEE MUST DISTRIBUTE THE
MPCA'S 'HOMEOWNER FACTSIEET' 10 THE HOMEOWNER TO INFORM ME HOMEOWNER CC THE
NEED FOR, AND BENEFITS 04. FINAL 5TARIUZATICN.
INFILTRATION BASIN GENERAL MAINTENANCE
1. CHECK THE INLET AND OUTLET RPES REGULARLY FOR O.OGGNG A/40 CLEAN AND /0R REPAIR
AS NECESSARY.
2. CHEEK BANKS G BASIN REGULARLY FOR EROSION AR0 CORRECT AS NECESSARY.
3. CHECK AND CLEAN THE BASIN G ACCUMULATED DEEMS AT LEAST MONTHLY AND AFTER
EA01 0010010 STORM EVENT.
4. COLLECT CURVES MIEN MOWING - 00 NOT ALLOW CUPRNG5 TO ENTER BASIN.
5. INSPECT VEGETATION 5111- ANNUALLY FOR DEAD OR DISEASED VEGETATION.
B. REMOVE AND REPLACE FL1RA004 MEGA F BASIN FAILS 10 ORN14 WAIN 72 HOURS G A
STORM DENT.
7. KEEP A PLAN IDEN11FYI116 LIANTm0 140 IN510C10N5 W THE STE AND A LOG USTING THE
OATES G 94141ENANCE A140 CONDITION OF THE BASIN AT ME 119E G MAINTENANCE
GENERAL INFORMATION
PROJECT NAME
SADDLE CLUB PUD
PROJECT LOCATION
OLD BRCH ROAD, NORTHEAST O FOX ROAD AND WEST OF KILLDEER OMVE, LINO LANES MN
PR0,001 OWNER
DUPONT HOUSINGS 11.0
800 HICOLIET MALL
MNNEAPOUS MN 55402
CONTACT: MARCEL EBEN5TEINER
GEMERAL P40 CT DESCRIPTION
1185 PROECT NAIL C0N951 G THE SUBON90N G AN EXISTING PARCEL 10-ACRE PARCEL INTO APPROOMAIELY
55 SINGLE FAMILY LOTS 114E SITE 15 SOIENHAT MOOED AND POCKETED W1H WETLANDS. THE SITE PRIMARLY
DRAINS SOUTH 10 AN EM5TING LARGE WETLAND COMPLEX, AND EAST TO AN EXISTING DITCH (THAT ULTIMATELY
REACHES TtIE SAVE WEILMID COMPLEX).
PROPOSED 510244 WATER MANAGEMENT IMPROVEMENTS WILL INCLUDE PONDS WTN 1141I11RA1ON SHELF, WETLAND
ENHANCEMENT, AND SEVERAL SMALL INFILTRATION BASINS
014-911 5OL5 ARE PRMARLY SANDY (SP AM 5R) TAM VARYING WATER TABLE.
91E /REAR
TOTAL SITE AREA
TOTAL ESTIMATED IMPERVIOUS
TOTAL ESTIMATED PERVIOUS
121AL DISTURBED AREA
28.0 ACRES
RECEIVING WATERS WITHIN 0144 MI11
NAME 6 WAGER BOGY
ON-SITE BASINS
WETLAND COMPLEX
ANOKA CO DITCH 25
RESHANAU LAKE
fYU800I8
39.80 ACRES
0.50 ACRES
39.30 ACRES
TYPE OF
WATER BODY
POND
WETLAND
DITCH
LAKE
PERSON W10 PREPARED SWPPP ('DESIGNER')
ADAM GMQL, RE.
PLOWS ENGINEERING INC.
8778 LANE DRIVE
LINO LAKES MN 55014
(651) 361 -8200
SPECIAL
1Y
NO
NO
NO
NO
NO
MIER
39.80 ACRES
7.70 ACRES
32.10 ACRES
IMPAIRED
AU=
40
NO
NO
NO
YES
pER50N WHO LULL OVERSEE 14PLFMENTATIOH OF SWPPP ('CONTRACTOR')
180
805014(5) WHO LULL INSPECT ON -SITE FR09ON CONTROL MEASURES ('IN00FCTOR')
TBD
TRAI1I10 REQUIREMENTS
THE FOLLOWING INDIVIDUALS MUST BE TRAINED
- INDIVIDUAL PREPARING 111E SWPPP ("DESIGNER');
- 7HE INDIVIDUAL 04ERSDNG MPIEMENTA111N, REMSNG, AND AMENDING OF THE 511PPP ('CDNTRACTGR'k
- THE NDNOUAL PERFORMING ON -SITE INSPECTIONS (*INSPECTOR')
9W 5 9 EVES V4MTA10 4
50L 1YPE(Sk ACCCR5NG TO THE THE SCIS INFORMATION PROVIDE BY NORTHERN TECHNOLOGIES. INC., ON -STE
5085 ARE PRIMARILY FINE GRAINED SANDS (SP AND SP -SAL).
SLOPES PROPOSE SLOPES WILL BE GE140RALLY MODERATE 10 EAT. PROPOSED SLOPES ARE NOT EXPECTED
TO EXCEED 11.
VEGETATION EASING SITE I5 PARTIALLY WOCOED. TREES WILL BE REMOVED AS REWIRED FOR PUBLIC 5(6004
480 UIUTY, PAD PREPARATION, AND FOR PROPER DRAINAGE DISTURBED AREAS WILL BE RESTC ED W1H 500
A10 /OR SEED MD MULCH.
INSPECTIONS AND MAINTENANCE PROCEDURES
(ALSO SEE 'INSPECTIONS AND MAINTENANCE' UNDER 'GENERAL EROSION AND SEDIMENT CONTROL)
THE FOLLOWING ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT LULL BE USED TO MAINTAIN
EROSION AND SEDIMENT CONTROLS
• ALL MEASURES WILL BE MAINTAINED 114 GOOD 11011NI10 ORDER; IF A REPAIR I5 NECESSARY, IT LULL BE
IMITATED WAIN 24 HOURS OR REPORT.
• A MNNTENANOE REPORT NU_ BE MADE AFTER EACH INSPECTION.
ITEM
INSTALLATION
INSPECTION & MAINTENANCE
REMOVAL
SILT FENCE
PRIOR TO COAMENCDENT G
EARTHWORK OPFRA110115
INSPECT AND MAINTAIN AFTER EACH RAN
E0 40 REMOVE SEDIMENT WHEN IT HAS
REACHED 1 /3RD HEIGHT
AFTER IO8UTARY
DRAINAGE AREAS 5
STA8UZED
ROM CONSTRUCTON
ENTRANCE
PRICK TO C(MMEICEMOIT G
EARTHWORK OPERATIONS
INSPECT REGULARLY; REPAIR AS NEEDED
PRIOR TO PAVING
CATCH BASIN INLET
PROTECTION
WAIN 24 HOURS G
INSTALLATION
INSPECT AND MNNTNN AFTER EACH RAN
EVENT; CLEAN/REPLACE AMEN 1/3
CAPACITY IS REACHED
AFTER TRIBUTARY
DRAINAGE AREAS IS
STABU2ED
SEED AND MULCH
AFTER FINAL GRADING
OPERATIONS
ASPECT AND MAINTAIN AFTER HEAVY
RAIN EVENTS REPLACE WA91 -OUT AREAS
IMMEDIATELY
PERMANENT
RIP -RAP AND FILTER
FABRIC
WARN 24 HOURS OF
INSTALLA181
INSPECT AND MAINTAIN AT LEAST
ANNUALLY AND AFTER HEAVY RAN
E0N15
PERMANENT
P0140
DURING GRADING OPERATIONS
INSPECT AND MNNTNN AS NEEDED;
PERMANENT
0(044810 MEN VOL REDUCE BY 1/00
FULL-V0 0140 RELIT UPON COMPLETION
P040 INFILTRATE/4
SHELF
1ICE SITE IS STAOUZED
SEE MNNIENNNCE AGREEMENT
PERMANENT
INFILTRATION BASIN
(ICE STE 15 STABILIZED
SE MAINTENANCE AGREEMENT
PERMANENT
SITE SEQUENCING
• PRIOR TO ANY GRADING OPERATIONS THE CON18AC10N STALL INSTALL ROCK CONSTRUCTION ENTRANCE
(LOCATIONS TO BE DETERMINED - COORDINATE MTH OWNER) AND PERIMETER 9LT FENCE AS SHOWN 014
RAH (CONTACT OTT TO INSECT EROSION CONTROL MEASURES PRIOR 10 GRADING OPERATIONS IF
NECESSARY.) 40011UNAL SILT FENCE MAY BE NECESSARY IF LOCAL 004000ON5 REQUIRE
• RELOCATE EXISTING BURIED AND OVERHEAD UINTIES AS NECESSARY FOR 104518001106.
• 1EI/POIARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAUUC 404145 AND
STABILIZED BY DISC- ANOf0RING OR USE G 41040011 SOL STAWUZERS
• THE CONTRACTOR SIA4. P041ORA4 SITE GRADING 04 AN AREA -81 -AREA BASS TO MINIMIZE UNSTIBIUZED
AREAS. AS EACH AREA IS CCMRETED, ALL OPOSD SOTS MUST HAVE TEMPORARY EROSION CONTROL
PROTECTION 0R PERMANENT COVER NTH* SEVEN (7) DAYS
THE CONTRACTOR SIML PROVIDE AL SOD. SEED. MULCH AND FERTILIZER WHICH SHALL CONFORM NTH THE
FOLLOWING 4IDOT SPECIFICATIONS AS MODIFIED 13EL08.
ITEM
MNDOT SPECIFICATION/NOTES
50D
3878
SEED •
3876
• FOR TURF ESTABUSHMENT
MNDOT MIXTURE 260 (100 LBS /ACRE)
OR _
MNDOT MIXTURE 270 (120 1.95 /ACRE)
TEMPORARY FALL 00VFR
SPRING/SIMMER
1 -2 YEARS COVER
2 -5 YEARS COVER
MNDOT MIXTURE 1006 (100 LBS /ACRE)
MNDOT MIXTURE 110 (AT 100 LBS /ACRE)
MNDOT MIXTURE 150 (AT 40 LBS /ACRE)
MNDOT MIXTURE 190 (AT 60 LBS /ACRE)
MULCH
3882 (TYPE 1 - DISC ANCHORED)
FERTILIZER
3881
WOOD 0BER BLANKET
3885 (CATEGORY 2)
• MOW A MINIMUM 00 ONCE PER 2 WARS
• SEEPED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS
TO PROTECT SEEDS AND WAIT EROSION.
• All EROSION AND SEDIMENT CONTROL MEASURE SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD
SHALL BE IN ACCORDANCE WTI 111E CITY 410 NPDES PHASE 11 PERMIT REQUIREMENTS AND 111E MPCA5
'PROTECTING WATER OUNITY IN URBAN AREAS BST MANAGEMENT PRACTICES FOR MINNESOTA'
• ANY TEMPORARY OR PERMANENT ETCH THAT DRAINS WATER FROM THE CONSTRUCTION SITE OR DIVERTS
WATER AROUND A SITE, MUST BE 5TABUZED LITHE 200 UNEAL FIEF FROM TIE PROPERTY UNE OR FROM
THE POINT OF 08501ARGE TO ANY SURFACE WATER STABILIZATION MUST TAKE PLACE WINN 24 HWR5 00
CONNECTING TO A 9)RFAGE WATER
• THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LIMES AND MAKE SURE THE
EROSION CONTROL PRACTICES INPLAGE IN THOSE AREAS PREVENT MIGRATION G SEDIMENT ONTO ADJACENT
PROPERTIES
• THE CONTRACTOR 41A4. MANTNN SAT FENCE INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT,
1HR010H COMRE110N (1F BUILDING CONSTRUCTOR SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION
OF BUILDING CONSTRUCTOR AND UPON ESTABLISHMENT (1F VEGETATION.
• THE CONTRACTOR SHALL PROVIDE MO TIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW A110 FOR
ALL SLOPES 11 OR GREATER.
• PROTECT ALL STORM WATER MANAGE33ONT FA0006 FROM C045TRUC0ON RUN -CIF. CONTRACTOR TO
INSTALL AID CONSTRUCT 5140 440411ES ONCE STE HAS BEEN STABUZED.
• IF ANY SLOPES APPEAR TO BE FAILING, 7HE CONTRACTOR SHALL PROVIDE 80011(NAL SILT FENCE STROLLS
AND ER0010N CONTROL BLANKET AS NEEDED.
• THE CONTRACTOR SHALL. FINAL GRAS 5WALE AREAS UP04 STABILIZATION OF UPSTREAM AREAS
• THE CONTRACTOR SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING 5WNE5, OVERFLOWS, AROUND STORM
SEWER FLARED -040 SCIONS AND OFF - STREET CATCH BASINS
• UPON GRACING COMPLETION THE CONTRACTOR SHALL PROVIDE NAIVE TOPSOIL, SEED, A110 MULCH ANCHORED
W1H A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GLIDING
• EXCESS SOIL SHOULD BE TREATED UNE OTHER EXPOSE SOL AND STABILIZED 861HIN 72 HOURS ANY SQL
STOCKP415 ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE RACE) IN
SURFACE WATERS
• ADJACENT STREETS SHALL GE KEPT CLEAN G CONSTRUCTION MAIET0ALS, DIRT, AND OTHER UNDESIRABLE
MATERIALS WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT 5111.15 IT 15 111E
CONTRACTOR'S RESPONNBUTY TO SWEEP/SCRAPE SIro1181 AS NECESSARY OR AS DIRECTED BY THE CITY.
OTHER POLLUTION CONTROL MEASURES
CONSTRUC0ON WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION
SHALL BE CCIECT00 AND REMOVED ACC00NG TO ALL LOCAL AND /OR STATE WASTE MANAGEMENT REGULATIONS
BY A LICENSED 9X1) WASTE MANAGEMENT COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE
PERSONNEL ARE INSTRUCTED IN THESE PRACTICES
HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND
VANDAUSM WHEN NECESSARY, HAZARDOUS WASTES TILL BE DISPOSED G IN THE MANNER SPEORED BY LOCAL
AND /0R STATE REX/LA1101N OR BY THE MANUFACTURER
SANITARY WASTE - ALL SANITARY WASTE HILL BE COLLECTED FRO/ TIE PORTABLE UNITS BY A LOLL, LICENSED
WATER MANAGEMENT COIPAN?, AS RE06ED BY LOCAL REP/LATIUN.
OFESTE VEHICLE TRACKING - A ROO( CONSTRUC0ON ENTRANCE HAS BEEN PROVIDED TO IEDP REDUCE VEHICLE
TRACKING G SEDIMENTS THE PAVED SIHFti ADJACENT TO THE 91E ENTRANCE SHALL BE SNFPT /SCRAPED ON
AN A5 -NEEDED BASIS OR AS DETERMINED BY THE CITY. DUMP TRU045 HAULING LOOSE MATERIALS (SANG,
TOPSOIL ERG) TO ARDOR FR01 ME 91E SHALL_ BE COVERED WM A TARPAUUN.
9101101 CLEANING - NO ENGINE DEGREASING 15 ALLOWED 01 -910, EXTERNAL WASHING G 001016 TO BE
CONFINED TO A DEFINED AREA ('BONE TARO') ON -41E CONTRACTOR TO PRONDE DESIGNATED TRUCK WASHOUT
AREA WM APPROPRIATE 9CNAGE WASHOUT AREA 15 TO BE A MNIMUM G 50' FRO/ DITCHES PONDS OR
OTHER 5TOIAWAIER FEATURES. ALL UQUI0 AND SCUD WASTE GD40AIFD BY WASHOUT (IPERA110N5 MUST BE
C04TNNED IN A LEAK-PROOF CONTAINMENT FA00TY OR IMPERMEABLE LINER (EC. COMPACTED CLAY 0NER,
IMPERMEABLE GEO- MEABR4NE) NE DISPOSED G PROPERLY.
SPILL PREVENTION AND CONTROL - ALL VEHICLES TALL BE CHECKED FOR LEAKING 0L AND FLUIDS VEHICLES
LEAKING FLUIDS WILL NOT BE ALLOWED ON-SITE SPILL KITS W4. BE STORED ON -STE AND ALL SPILLS WILL BE
CLEANED UP IMMEDIATELY DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS TALL BE HAULED OFT-STE
IMMEDIATELY AFTER TIE SPILL 15 CLEANED UP AR0 PROPERTY DISPOSED 04. SPAN PREVENTION AND CONTROL
MEASURES 9ULL BE SPLEMENTED ma CONSTRUCTION BEGINS
SWPPP
SADDLE CLUB P.U.D.
DRAWN BY
C.M.
DESIGN BY.
CHG. BY:
PROD. NO.
13 -1414
ORIGINAL DATE:
OCTOBER 14, 2013
PREPARED FOR
DUPONT
HOLDINGS, LLC
SITE PLANNING
8 ENGINEERING
PLOWE
ENGINEERING, INC.
6776 LAKE DRIVE
SUITE 110
LINO LAKES. MN 55014
PHONE (651) 36143210
FAX: (651)361-8701
C3
CERTIFICATE OF SURVEY WITH
RESOURCE INVENTORY MAP
-of- SADDLE CLUB PUD
-for-- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
• DENOTES 16014 MONUMENT
FOUND AS LABELED
o DENOTES IRON MONUMENT SET,
MARKED RLS# 25341
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
DENOTES HYDRANT
•o, DENOTES POWER POLE
• a.. DENOTES EXISTING SPOT ELEVATION
e M DENOTES TELEPHONE PEDESTAL
DENOTES CABLE PEDESTAL
m DENOTES ELECTRICAL BOX
c" DENOTES GUY WRE
4 DENOTES STORM SEWER APRON
,III. DENOTES WET LAND
—x—x— DENOTES FENCE
••••. DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WARE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
DENOTES TREE ELEVATION & TREE NUMBER
Site Address is 1403 Birch Street, Lino Lakes, MN.
Fee owner is First Western Bank & Trust. a Minnesota Corporation.
Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
Beorings shown are on an assumed datum.
Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE comer of
Red Fox Road and Fax Road. Elevation is 904.61 feet.
Wetland shown was delineated by Earth Science Associates, Inc. an 10/29/12.
Property falls within 2 FEMA Flood Zones:
— Zone A: Area of 100yr flooding. Base flood elevation not determined.
— Zone C: Area of minimal flooding.
Zoned R -1
28- 31 -22 -31 -0011
Owner Gory k Shade Foster
882 Old Birch St
Zoned 5 -1 , •811 -; /
26- 3J'-22 3, 0028 -
Owner//Jess & Rebecca Roaring e
` 992 Aspen Lane \\` '
„SECTION I OF SE1 /4—SW1 /4
ySECTION 28, TWP. 31, RGE ”
Zoned R -1 =
28- 31 -22 -42 -0026
Owner Mark 0 & Kelly 8 Fan
6503 Killdeer Dr
WOX/2 P1050
nai$m, aaa,x =.7-%
:,'mow
E.G. RUN & SONS, INC.
in Professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax (651) 361 -8701
\rud \ CAD \12proj \12589 \12589PRELIM- PLAT.dwg 10/14/2013 1.39:13 PM CDT
(PER SCHEDULE A OF ALL AMERICAN COMMERCIAL TITLE, INC. ISSUING AGENTS FOR
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 101286)
Southeast Quarter of Southwest Quarter of Section 28, Township 31, Range 22,
Anoka County, Minnesota, together with an easement for roadwoy purposes over
the Northerly 60 feet of the Easterly 60 feet of the East 330 feet of the
Southwest Quarter of the Southwest Quarter of Section 28, Township 31, Range
22, as contained in Document No. 144111.
TOTAL BOUNDARY AREA = 1,733,617 S.F. (39.80 ACRES)
TOTAL UPLAND AREA = 1,329,457 S.F. (30.52 ACRES)
TOTAL WETLAND AREA = 404,160 S.F. (9.28 ACRES)
GUIDING
EXISTING: R -1 AND RURAL
PROPOSED: PUO — PLANNED UNIT DEVELOPMENT
I hereby certify that this survey, pion
or report was prepared by me or under
my direct supervision and that 1 am
a duly Registered Lond Surveyor under
the laws of the State of Minnesota.
EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL
PROPOSED GUIDANCE NO CHANGE
DANIEL W. OBERMILLER
Dote: 10/14/13 License No. 25341
CERTIFICATE OF SURVEY WITH
RESOURCE INVENTORY MAP
-of- SADDLE CLUB PUD
-for-- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
SOUTHWEST CORNER OF THE
SE 1/4 OF THE SW 1/4
SECTION 28, TAP. 31. ROE. 22
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NORTH
LEGEND
• DENOTES IRON MONUMENT 4
FOUND AS LABELED
o DENOTES IRON MONUMENT SET,
MARKED RLS/ 25341 —' — "—
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
V DENOTES HYDRANT
n1' DENOTES POWER POLE
.081.28 DENOTES EXISTING SPOT ELEVATION
m DENOTES TELEPHONE PEDESTAL
MI DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL BOX
o- DENOTES GUY 'MRE
SEE SHEET 1 OF 9 SHEETS
am
li
DENOTES STORM SEWER APRON
DENOTES WET LAND
DENOTES FENCE
DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WIRE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
DENOTES TREE ELEVATION & TREE NUMBER
NOTES
- Site Address is 1403 Birch Street. Lino Lakes, MN.
- Pin. No. 28- 31 -22 -34 -0001
- Fee owner is First Western Bonk & Trust. a Minnesota Corporation.
- Field survey was completed by E.G. Rud and Sons. Inc. on 4/19/2013
- Bearings shown are on an assumed datum.
- Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE
corner of Red Fox Road and Fox Road. Elevation is 904.61 feet.
- Wetland shown was delineated by Earth Science Associates, Inc. on
10/29/12.
Property falls within 2 FEMA Rood Zones:
- Zone Al Area of 100yr flooding. Base flood elevation to be determined.
- Zone C: Area of minimal flooding.
i
APPRusIMATE ZgyWG ;
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886 Fox Road
1
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'r q E.G. RUD st SONS, INC.
- T.1sT, Professional Land Surveyors
www.eg ud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax(651) 361 -8701
S: \rud \CAD \12praj \12589 \12589PRELIM- PLAT.dwg 10/14/2013 1:39.13 PM CDT
.tea
Zoned PUD (Ord. 26 -04)
33-31-22-21-0004
FOX8OROJGH HOMEOWNERS ASSOC.
Unassigned
/sons
38r5o,+ -z
GRAPHIC SCALE
( IN FEET )
1 inch = 50 fl
.- 50419 UNE OF SE1/4 -5W1/4
SECTION 28, TAP. 31. RGE 22
Zoned Rural
33- 31 -22 -21 -0003
Owner: Encompass Digital Media LLC
6221 Holly Drive N
WITNESS CORNER. SECTION 33.
1WP. 31. RGE 22 --
lar
310.91
;Y4 /
I hereby certify that this survey plan
or report was prepared by me or under
my direct supervision and that I am
o duly Registered Land Surveyor under
the laws of the State of Minnesota.
DANIEL W. OBERMILLER
Date: 10/14/13 License No. 25.341
DRAM BY: JEN
JOB N0: 12589PP I DA 1E: 10/14/13
CHECK BY: dwo
SCANNED ❑
NO.
DATE
DESCRI19ON
BY
SHEET 2 OF 9 SHEETS
12589PP
CERTIFICATE OF SURVEY WITH TREE INVENTORY NOTES LEGEND NOTES
On April 1, 2013, S &S Tree was contracted to provide a tree Inventory for DENOTES IRON MONUMENT 4 DENOTES STORM SEWER APRON Site Address is 1403 Birch Street, Lino Lakes. MN.
• Dupond Holdings LLC per city ordinance. The area to be inventoried is a 40 acre FOUND AS LABELED WA. DENOTES WET LAND
completed on April 9th, and the office portion was completed Aril 10th, 2013. DENOTES FENCE
R ESO U R C E INVENTOR'l MAP site south of Birch St and East of Fox Rd. The field portion of the inventory was O DENOTES IRON MONUMENT SET, -. -.- = Pin. No. 28- 31 -22 -34 -0001
P P P MARKED RRO 25341 •••••......•• DENOTES EXISTING 2 FOOT CONTOURS
Data collected included tree species, size, condition, and location. $ DENOTES ANOKA COUNTY Fee owner is First Western Bonk & Trust. a Minnesota Corporation.
A total of 1963 trees were located and togged using numbered aluminum tags CAST IRON MONUMENT DENOTES BRUSH UNE
a
g9 9 DENOTES EXISTING STORM SEWER - Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
and nails. Two crews were sent out on site tag numbers are not consecutive DENOTES HYDRANT ,
-of- SADDLE CLUB PUD a
v3 DENOTES POWER POLE cka DENOTES OVERHEAD WIRE - Bearings shown are on an assumed datum.
C Condition xax DENOTES EXISTING SPOT ELEVATION DENOTES BITUMINOUS SURFACE
for~ DuPont Holdings LL x
1000 County Road E. West Each collected tree was given a condition rating ranging from 0 -9. Zero being a DENOTES GRAVEL SURFACE dead tree and nine being a perfect tree standing in front of the White House. m DENOTES TELEPHONE PEDESTAL
Suite 150 Trees with o condition rating of 0 -2 were not collected as they would not have m DENOTES CABLE PEDESTAL
a viable place in the development. The average tree rating was 3.8. This is E DENOTES ELECTRICAL BOX a0.• DENOTES TREE ELEVATION & TREE NUMBER
- most) due to the high density of as en in the area.
Shoreview MN 55126 y 9 y P r DENOTES GUY WIRE
Phone: (651) 483 -558 Tree size was measured by diameter at breast height (DBH). A Biltmore stick
was used to capture smaller tree sizes and a DBH tape was used on larger trees 1 m
for better accuracy. The average tree size on site was 10.8 ".
GRAPHIC SCALE " ;
1 hereby certify that this survey. plan NORTH Notes _ 380 1 `
or report was prepared by me r under The notes column was used to enter any pertinent information that may help �°
Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE
corner of Red Fax Road and Fox Road. Elevation is 904.61 feet.
Wetland shown was delineated by Earth Science Associates, Inc. on 10/29/12.
Property falls within 2 FEMA Flood Zones:
- Zone A: Area a 100yr flooding. Base flood elevation to be determined.
- Zone C. Area of minimal flooding.
i,1
°
°` ` ,�..so
DRAW BY JEN
JOB No- 12589PP IDA1E 10/ 4/1J
CHECK Br. dwo
SCANNED
1
my direct supervision and that 1 am surveyors or others to find the tree. Some information included in the notes was ll ME I Iran
2
a duty, Registered Land Surveyor under how many stems the tree had. For instance, a 2x in the notes column meant
the lows of the State of Minnesota. the tree had two stems, 3x net 3 stems, and so on. Also, we noted trees that ( IN T ) i
fell within the delineated wetland with a small -W" in the notes column. 1 loch a 5o ft.
IR
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DATE
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��" E. G. RU i SONS, INC.
u mxa.R s TRUES 0033
ME • m. R.a.n Ed.
I
www.egrud.com
S: \rutl\
��" Professional Land Surveyors
6776 Lake Drive NE Suite 110
r
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax (651) 361 -8701
CAD \l2pra j \12589 \12589PRELIM- PLAT.tlwg 10/14/2013 1:39:13 PM CDT
SHEET 3 OF 9 SHEETS
19[0000
-of- SADDLE CLUB PUD
-for- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
TOTAL BOUNDARY AREA
TOTAL UPLAND AREA
TOTAL WETLAND AREA
TOTAL R/W AREA
PROPOSED PUD LOTS
PUD LOTS AREA
PROPOSED OUTLOTS
TOTAL OUTLOT AREA
AVERAGE LOT SIZE
DENSITY
1,733,617 S.F. (39.80 ACRES)
1,329,457 S.F. (30.52 ACRES) [77X]
404,160 S.F. (9.28 ACRES) [23X]
189.207 S.F. (4.34 ACRES) [11X]
55 LOTS
999.625 S.F. (22.95 ACRES) [58%]
4 (TO BE DEEDED TO THE CITY)
544,785 S.F. (12.51 ACRES) [315]
18,175 S.F. (0.50 ACRES)
1.38 LOTS PER ACRE
MINIMUM LOT WIDTH 80 FT
MINIMUM LOT DEPTH 135 FT
MINIMUM LOT SIZE 10,800 S.F.
FRONT YARD SETBACK 25 FEET
REAR YARD SETBACK 25 FEET
SIDE YARD GARAGE SETBACK 5 FEET
SIDE YARD HOUSE SETBACK 10 FEET
• DENOTES IRON MONUMENT
FOUND AS LABELED
O DENOTES IRON MONUMENT SET.
MARKED RLS4' 25341
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
DENOTES HYDRANT
•n, DENOTES POWER POLE
. csx�a DENOTES EXISTING SPOT ELEVATION
M DENOTES TELEPHONE PEDESTAL
01 DENOTES CABLE PEDESTAL
ID DENOTES ELECTRICAL BOX
r DENOTES GUY WIRE
DENOTES STORM SEWER APRON
DENOTES WET LANG TO REMAIN
DENOTES FENCE
DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WIRE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
DENOTES TREE ELEVATION & TREE NUMBER
DENOTES PROPOSED CONSERVATION EASEMENT
PROPOSED R/W EASEMENT
DEDICATED TO THE PUBUC
WA SEPERATE DOC. TO BE
COORDINATED BY DEVELOPER
Zoned R -1
28- 31 -22 -31 -0011
Own, Gory & Sher1a Foster
882 Old 8000 5t
DENOTES PROPOSED CONSERVATION EASEMENT
DENOTES CONSERVATION AREA AND /OR AREA
BELOW THE OHW SUBTRACTED FROM THE GROSS AREA
Zo5d R -1 ,•"9ye
2B -3y'- 22- 31 -0028
Owner /Jae* & Rebecca Roaring
/ 992 *wen Lone
•
-- NORTH, INE OF SE1 /4- SW1 /4' �^•......�
Site Address is 1403 Birch Street, Lino Lakes, MN.
Pin. No. 28- 31 -22 -34 -0001
Fee owner is First Western Bank & Trust. a Minnesota Corporation.
Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
Bearings shown are on an assumed datum.
Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE corner
of Red Fox Road and Fox Road. Elevation is 904.61 feet.
Wetland shown was delineated by Earth Science Associates, Inc. on 10/29/12.
Property foils within 2 FEMA Flood Zones:
- Zone A: Area of 100yr flooding. Base flood elevation to be determined.
- Zone C: Area of minimal flooding.
Zoned R -1
28- 31 -22 -42 -0026 -'
Owner: Mork 0 & Kelly 8 Fort
6503 Killdeer Dr
:r...._rit1.9�•r�T
EA5EM EN T --
IET- I0,69yS.F. /TI
PART OF SEC. 28. TWP. 31, RNG. 22
105.0 1 65.0 8510 36.4 42.7
a � I I I
m Iy' I
5 ,.....__4- b 6 a 7" b 8
GR055- 13,91E 5F. 6Rass- 17,475 S.F. wi 88064- 71,478 5F.
'I' - ^'j "NET 17.918 SF. ^ IET- 11.476 S.F. 2 NET -I #,475 S.F. r 8888�15,1s1 Sf
I- I NET -1s.I S1 SF.
�� I I r)
I I "
\ I I I.
95.1 8.11 85.0 S — 1
DRAINAGE AND UDUTY EASEMENTS ARE 5HOwN THUS:
BEING 5 FEET IN WDTH AND ADJOINING SIDE LOT
UNES AND 10 FEET IN 810TH AND ADJOINING STREET
UNES AND REAR LOT UNES. UNLESS 0109915E
SHOWN ON Tt115 PLAT.
E.G. ROD a SONS, INC.
`191 Professional Land Surveyors
www.eg ud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax (651) 361 -8701
S: \rvd \CAD \12proj \12589 \12589PRELIM- PLAT.dwg 10/14/2013 139.:? PM CDT
(PER SCHEDULE A OF ALL AMERICAN COMMERCIAL TITLE, INC. ISSUING AGENTS FOR
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 101286)
Southeast Quarter of Southwest Quarter of Section 28. Township 31, Range 22,
Anoka County, Minnesota, together with an easement for roadway purposes over
the Northerly 60 feet of the Easterly 60 feet of the East 330 feet of the
Southwest Quarter of the Southwest Quarter of Section 28. Township 31, Range
22. as contained in Document No. 144111.
GUIDING
EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL
PROPOSED GUIDANCE: NO CHANGE
EXISTING: R -1 AND RURAL
PROPOSED: PUD - PLANNED UNIT DEVELOPMENT
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
DANIEL W. OBERMILLER
Dote: 10/14/13 License No. 25341
-of- SADDLE CLUB PUD
-for-- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
• DENOTES IRON MONUMENT
FOUND AS LABELED
o DENOTES IRON MONUMENT SET,
MARKED RLS# 25341
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
WC DENOTES HYDRANT
•n, DENOTES POWER POLE
+
ersa DENOTES EXISTING SPOT ELEVATION
e •
07 DENOTES TELEPHONE PEDESTAL
R2 DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL BOX
o DENOTES GUY WIRE
4 DENOTES STORM SEWER APRON
As DENOTES WET LAND TO REMAIN
—• —•— DENOTES FENCE
:- . `_ -•• DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
>0 — DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WIRE
DENOTES BITUMINOUS SURFACE
F DENOTES GRAVEL SURFACE
gg
��
0111.• DENOTES TREE ELEVATION & TREE NUMBER
5. DENOTES PROPOSED CONSERVATION EASEMENT
lE■ DENOTES CONSERVATION AREA AND /OR AREA
BELOW THE OHW SUBTRACTED FROM THE GROSS AREA
Site Address is 1403 Birch Street, Lino Lakes, MN.
Pin. No. 28- 31 -22 -34 -0001
Fee owner is First Western Bank & Trust. a Minnesota Corporation.
Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
Bearings shown are on an assumed datum.
Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE corner of
Red Fox Rood and Fox Road. Elevation is 904.61 feet.
Wetland shown was delineated by Earth Science Associates, Inc. on 10/29/12.
Property falls within 2 FEMA Flood Zones:
– Zone A: Area of 100yr flooding. Bose flood elevation to be determined.
– Zone 0 Area of minimal flooding.
CRO 5.12,728 SF. / /
k. SF. / L_
N , ';,,.>,,„ / / A.
-I e S
Z 1 I OR0■18.648 SF. * A
1 I lET■11,794 Sr. ...,
4�PROPOSED R/W EASEMENT
DEDICATED TO THE PUBLIC
NA S0PERATE 00C. TO BE
COORDINATED BY DEVELOPER
SOUTHWEST CORNER OF THE
SE 1/4 OF THE SW 1/4 -
SEC11]N 28. TAP. 31. RGE 22
Y1E
-MO IP a MET
- �,- gun \ - " • • " "' •• •• ••• " • • Zonad PUO (Ora. 26 -04)
Zoned PUO (Ord. 26 -04)
- ON . 33- 31 -22 -21 -0004
FOXBOROUCN HOMEOWNERS ASSOC
Unassigned
Ei
33- 31 -22 -22 -0013
886 Fax Road
Zoned Rural
33- 31 -22 -21 -0003
Owner. Encamposs Digital Media LLC
6221 Holly pH. N
v" E. G. RUG & SONS, INC.
(51.197 Professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax(651)361 -8701
S: \rud \CAD \12praj \12589 \12589PRELIM- PLAT.dwg 10/14/2013 1:39:13 PM CDT
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
DANIEL W. OBERMILLER
Dote: 10/14/13 License No. 25341
PRELIMINARY LANDSCAPE/
PLANTINC PLAN
-of- SADDLE CLUB PUD
-for-- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
ROADWAY EASEMENT
PER DOC. NO.144111
• "Iiii
N� e.
H
NORTH
r
2
1
3 1
L
4
•1
LEGEND
• DENOTES IRON MONUMENT
FOUND AS LABELED
o DENOTES IRON MONUMENT SET.
MARKED RLS# 25341
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
DENOTES HYDRANT
.0.. DENOTES POWER POLE
r x DENOTES EXISTING SPOT ELEVATION
s M DENOTES TELEPHONE PEDESTAL
Ip DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL BOX
e, DENOTES GUY WIRE
BLOCK
5 /
4
A.
ONVI
DENOTES STORM SEWER APRON
DENOTES WET LAND TO REMAIN
DENOTES FENCE
DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH LINE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WIRE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
® DENOTES APPROXIMATE LOCATION OF
PROPOSED TREE
GRAPHIC SCALE
( IN FEET )
1 inch = 50 IL
NOTES
- Site Address is 1403 Birch Street, Lino Lakes, MN.
- Pin. No. 28- 31 -22 -34 -0001
- Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
- Bearings shown are on an assumed datum.
- Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE
corner of Red Fox Road and Fox Rood. Elevation is 904.61 feet.
- Wetland shown was delineated by Earth Science Associates, Inc. on 10/29/12.
L_ /
IQ 7
I
5
1
L J
1
IAa -I
Les 0.48
6
L J
r® l
BUM
7
L J
r - - - - --
8
L _eOB�/
_� =___
4
c_it,.
E.G. RUD & SONS, INC.
"i197 Professional Land Surveyors
www.egud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax(651)361 -8701
S: \rud \CAD \12proj \12589 \12589PRELIM- PLAT.dwg 10/14/2013 1 :39:13 PM CDT
■
2
BLOC'
•
•
Alk
EXISTING PROPERTY DESCRIPTION
/ /
// /
/
/
(PER SCHEDULE A OF ALL AMERICAN COMMERCIAL TITLE, INC. ISSUING AGENTS FOR
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 101286)
Southeast Quarter of Southwest Quarter of Section 28, Township 31, Range 22,
Anoka County, Minnesota, together with an easement for roadway purposes over
the Northerly 60 feet of the Easterly 60 feet of the East 330 feet of the
Southwest Quarter of the Southwest Quarter of Section 28. Township 31, Range
22, as contained in Document No. 144111.
A
SEE SHEET 7 OF 9 SHEETS
// 4
5
15 tt
\ t
\ \�-
LANDSCAPING NOTES
— CITY TO DETERMINE LOCATION AND SPECIES OF TREE.
— 1 TREE PER LOT 2 TREES PER CORNER LOT ARE REQUIRED.
iL
DRAM. BY JEN
JOB NO: 12589PP IDA1E 10/14/13
04ECK BY' Ewa
SCANNED ❑
2
3
N0.
DATE
DESCRIPTION
BY
SHEET 6 OF 9 SHEETS
12589PP
2
L J
r/
BLI
FRELIMINARY LANDSCAPE/
PLANTING PLAN
-of-- SADDLE CLUB PUD
-for -- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
NORTH
LEGEND
• DENOTES IRON MONUMENT 4
FOUND AS LABELED
O DENOTES IRON MONUMENT SET,
MARKED RLS. 25341
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
Tx DENOTES HYDRANT
'0, DENOTES POWER POLE
x ` 1 DENOTES EXISTING SPOT ELEVATION
w DENOTES TELEPHONE PEDESTAL
a DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL 800
✓ DENOTES GUY WIRE
SEE SHEET 6 OF 9 SHEETS
OCK
DENOTES STORM SEWER APRON
DENOTES WET LAND TO REMAIN
DENOTES FENCE
DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD 'WIRE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
DENOTES TREE ELEVATION & TREE NUMBER
DENOTES APPROXIMATE LOCATION OF
PROPOSED TREE
NOTES
- Site Address is 1403 Birch Street, Lino Lakes, MN.
- Pin. No. 28- 31 -22 -34 -0001
- Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
- Bearings shown are on an assumed datum.
- Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE
corner of Red Fox Road and Fox Rood. Devotion is 904.61 feet.
- Wetland shown was delineated by Earth Science Associates, Inc. on 10/29/12.
>rk
•
•
2
L
r
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X197 Professional Land Surveyors
www.egud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax (651) 361-8701
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EXISTING PROPERTY DESCRIPTION
(PER SCHEDULE A OF ALL AMERICAN COMMERCIAL TITLE, INC. ISSUING AGENTS FOR
OLD REPUBUC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 101286)
Southeast Quarter of Southwest Quarter of Section 28, Township 31, Range 22,
Anoka County, Minnesota, together with an easement for roadway purposes over
the Northerly 60 feet of the Easterly 60 feet of the East 330 feet of the
Southwest Quarter of the Southwest Quarter of Section 28, Township 31, Range
22, as contained in Document No. 144111.
GRAPHIC SCALE
25 50
IN FEET )
1 inch = 50 ft.
LANDSCAPING NOTES
- QTY TO DETERMINE LOCATION ANO SPECIES OF TREE.
- I TREE P011 LOT 2 TREES PER CORNER LOT ARE REQUIRED.
DRAWN BM JEN
JOB 001 12589PP 10.4707 10/ 4/73
CHECK Err: dwa
SCANNED ❑
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DESCRIPTION
SHEET 7 OF 9 SHEETS
12589PP
PRELIMINARY TREE INVENTORY
AND TREE REMOVAL PLAN
-of-- SADDLE CLUB PUD
-for- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
VICINITY MAP
PART OF SEC. 28. TWP. 31, RNG. 22
ANOKA COLNTY, tvTY'ESOTA
NO SCALD
TREE REMOVAL NOTES
- City to determine quantity and species of trees to be replaced.
- Tree replacement size is to be 2 ".
ilj!J
NORTH
LEGEND
• DENOTES IRON MONUMENT
FOUND AS LABELED
Q DENOTES IRON MONUMENT SET,
MARKED RLS/ 25341
DENOTES ANOKA COUNTY
CAST IRON MONUMENT
DENOTES HYDRANT
'04 DENOTES POWER POLE
. 020 DENOTES EXISTING SPOT ELEVATION
m DENOTES TELEPHONE PEDESTAL
® DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL BOX
r DENOTES GUY WIRE
4 DENOTES STORM SEWER APRON
Ak. DENOTES WET LAND
DENOTES FENCE
DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WIRE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
DENOTES TREE ELEVATION & TREE NUMBER
DENOTES PROPOSED GRADING UMITS AND
TREE REMOVAL UNE
DENOTES PROPOSED WETLAND FILL AREA
NOTES
- Site Address is 1403 Birch Street, Lino Lakes, MN.
- Pin. No. 28- 31 -22 -34 -0001
Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
Bearings shown are on an assumed datum.
Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE
corner of Red Fox Road and Fox Road. Elevation is 904.61 feet.
Wetland shown was delineated by Earth Science Associates, Inc. on 10/29/12.
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IF E.C. RUN it SONS, INC.
EP "° Professional Land Surveyors
www.egrud.com 6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax (651) 361 -8701
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E111STING PROPERTY DESCRIPTION
(PER SCHEDULE A OF ALL AMERICAN COMMERCIAL TITLE, INC. ISSUING AGENTS FOR
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 101286)
Southeast Quarter of Southwest Quarter of Section 28, Township 31. Range 22,
Anoka County, Minnesota, together with an easement for roadway purposes over
the Northerly 60 feet of the Easterly 60 feet of the East 330 feet of the
Southwest Ouarter of the Southwest Quarter of Section 28, Township 31, Range
22, as contained in Document No. 144111.
SEE SHEET 9 OF 9 SHEETS
GRAPHIC SCALE
CO
( 18 FEET )
1 inch - 50 fl
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
DANIEL W. OBERMILLER
Dote: 10/14/13 License No. 25341
DRAM 8Y' .[N
.08 NO 12589PP 1DATE: 10/ 4/13
CMECK BM dwo
SCANNED ❑
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N0.
DATE
DESCRIPTION
BY
SHEET 8 OF 9 SHEETS
12589PP
PRELIMINARY TREE INVENTORY
AND TREE REMOVAL PLAN
-of-- SADDLE CLUB PUD
-for- DuPont Holdings LLC
1000 County Road E. West
Suite 150
Shoreview, MN 55126
Phone: (651) 483 -558
TREE REMOVAL NOTES
— City to determine quantity and species of trees to be replaced.
— Tree replacement size is to be 2-.
EST.nn
www.egrud.com
E. G. ROD a SONS, INC.
Professional Land Surveyors
6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tel. (651) 361 -8200 Fax (651) 361 -8701
S: \rua \CAD \12proj \12589 \12589PRELIM- PLAT.deg 10/14/2013 139:13 PM CDT
NORTH
LEGEND
• DENOTES IRON MONUMENT
FOUND AS LABELED
o DENOTES IRON MONUMENT SET,
MARKED RL5# 25341
▪ DENOTES ANOKA COUNTY
CAST IRON MONUMENT
7g DENOTES HYDRANT
DENOTES POWER POLE
•suss DENOTES EXISTING SPOT ELEVATION
m DENOTES TELEPHONE PEDESTAL
a DENOTES CABLE PEDESTAL
E DENOTES ELECTRICAL 80X
c' DENOTES GUY MARE
4 DENOTES STORM SEWER APRON
AL DENOTES WET LAND
X 052.35
DENOTES FENCE
DENOTES EXISTING 2 FOOT CONTOURS
DENOTES BRUSH UNE
DENOTES EXISTING STORM SEWER
DENOTES OVERHEAD WARE
DENOTES BITUMINOUS SURFACE
DENOTES GRAVEL SURFACE
DENOTES TREE ELEVATION & TREE NUMBER
DENOTES PROPOSED GRADING LIMITS AND
TREE REMOVAL LINE
DENOTES PROPOSED WETLAND FILL AREA
SEE SHEET 8 OF 9 SHEETS
NOTES
— Site Address is 1403 Birch Street, Lino Lakes, MN.
— Pin. No. 28- 31 -22 -34 -0001
— Field survey was completed by E.G. Rud and Sons, Inc. on 4/19/2013
— Bearings shown are on an assumed datum.
- Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE
corner of Red Fox Rood and Fox Road. Devotion is 904.61 feet.
- Wetland shown was delineated by Earth Science Associates. Inc. on 10/29/12.
GRAPHIC SCALE
35 50 100
n IN FEET )
1 inch = 50 rt
I hereby certify that this survey, plan
or report was prepared by me or under
my direct supervision and that I am
a duly Registered Land Surveyor under
the laws of the State of Minnesota.
.fb
DANIEL W. OBERMILLER
Dote: 10/14/13 License No. 25341
DRAWN BY ,.EN
JOB NO 125B9PP (DATE: 10/14/12
CHECK BY dwo
SCANNED ❑
2
NO.
DATE
DESCRIPTION
BY
SHEET 9 OF 9 SHEETS
12589PP
•
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WSB
4 A„,„,;‘,„,„ engineering. planning. environmental. construction
Memorandum
To: Katie Larsen, City Planner
From: Jason Wedel, PE
Date: November 7, 2013
Re: Saddle Club PUD
Plan Review
WSB Project No. 2029 -63
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 - 541 -4800
Fax: 763 - 541 -1700
We have completed a review of the grading and utility plans as well as the traffic study that was
submitted for the Saddle Club PUD in Lino Lakes, MN.
The following documents were provided for review:
• Traffic Study by Spack Consulting
• Preliminary grading and utility plans dated 10/14/13 by Plowe Engineering
Based on our review, we offer the following comments that should be addressed by the
applicant:
GRADING PLAN
1. Emergency Overflow locations and elevations need to be added to the plans for all street
low points.
2. All basements must be a minimum of 2 feet above any adjacent pond High Water Levels
( HWL). It appears that Lots 9 -15, Block 1 do not meet this requirement.
3. Building pads cannot be located within the drainage and utility easements. There are a
number of house pads shown throughout the project that encroach into the side yard
drainage and utility easements.
4. The Normal Water Elevations (NWL) and High Water Elevations (HWL) need to be
added to the plans for the existing wetlands that are located behind a number of the
proposed lots. We need to confirm that the basement floor elevations meet the City's
minimum requirements.
5. The street grade for Street B must be added to the plans.
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
S:\Advisory Boards & Commissions\Planning & Zoning Board \Packets\2013 Packets\November 13, 2013\5B'4 City Engineer Liner- Saddle Club 110713.docx
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Ms. Katie Larsen
November 7, 2013
Page 2
6. The City is concerned with the location of the infiltration basin behind Lots 1 -5, Block 2.
It appears to be located in an area that future home owners will likely want to utilize for
backyard uses. Please take a look at relocating the infiltration basin closer to the existing
wetland.
7. Additional detail is needed to show the connection of Pheasant Run South to the existing
street to the east.
8. Identify the location of any existing on -site wells or septic systems.
9. The location of the rock construction entrance needs to be identified on the plans.
10. The hold down details need to be added to the plans.
11. All comments that were included in the memorandum prepared by Paul Hudalla dated
November 5, 2013 must be addressed.
STREET & UTILITY PLAN
1. Watermain will need to be extended from the existing 6 -inch stub located at the
intersection of Birch Street and Birch Court and extended along Old Birch Street to this
development.
2. Sanitary sewer and watermain will need to be stubbed to the north/south portion of Old
Birch Street for future extension to serve the homes in that location.
3. The east/west portion of Old Birch Street, from Birch Street to Pheasant Run South will
need to be reconstructed as part of this project.
4. Additional detail is needed to illustrate how the north/south portion of Old Birch Street
will tee into the new alignment of Pheasant Run South.
5. The class of the sanitary sewer and watermain pipe must be included on the plans.
6. The hydrant coverage appears to be inadequate. All proposed homes must be completely
within a 250 foot radius of a fire hydrant.
7. Please note that individual house sanitary sewer services cannot connect directly to
manholes. Services must connect to the sanitary sewer pipe with a wye connection. It
appears that Lot 2 Block 3 may have an issue with this requirement.
8. A new valve will be needed on the connection to the existing 8 -inch watermain on the
east end of Pheasant Run South.
S: \Advisory Boards & CommissionslPlanning & Zoning Board \ Packets 12013 Packets\November 13, 2013\513 \4 City Engineer Letter - Saddle Club 110713.doox
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Ms. Katie Larsen
November 7, 2013
Page 3
9. Please include the low floor elevations for each house pad on the utility plans. This will
make it easier to review and confirm the utility depths are adequate to serve the proposed
homes.
10. The sanitary sewer on Street A appears to be much deeper than it needs to be to serve the
proposed house pads. Please review and adjust.
TRAFFIC STUDY
1. In general the methodology and analysis is consistent with standard practice. However a
safety analysis for the two intersections on Birch Street was not completed.
2. With the completion of the subdivision a connection will be made to Pheasant Run South.
No additional traffic was included through the Saddle Club development. This should be
documented and included.
3. The driveway for the Comcast facility should be realigned to line up with the new
north/south portion of Old Birch Street. Side street stop signs should be provided at this
intersection.
4. With the high speed on Birch Street, a sight line analysis should be provided
documenting that each intersection meets State Aid requirements.
5. The need for a left turn lane should be evaluated at the east intersection of Old Birch
Street and Birch Street based on a safety review. Looking at the Local Road Research
Board's (LRRB) studies, for the 50 (45mph) speed and the projected volumes a left turn
lane should be provided.
If you or the applicant has any questions regarding these comments, please contact Jason Wedel
at (763) 287 -8520 or jwedel @wsbeng.com.
S:Vtdvisory Boards & Commissions\Planning & Zoning Board \ Packets l2013 Packets\November 13, 2013\513 \4 City Engineer Letter - Saddle Club 110713.doox
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WSB
. , engineering. planning• environmental. construction
Memorandum
To: Michael Grochala
From: Jack Corkle
Date: September 6, 2013
Re: Dupont Holdings /Saddle Club — Concept Plan
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 - 541 -4800
Fax: 763 -541 -1700
We were asked by the City to review the need for a street connection between the proposed
Dupont Holdings concept plan and the existing Foxborough development. We have completed
our review and our comments are as follows:
Concept Plan
1. The proposed concept plan is not consistent with the CSAH 34 study in terms of
connections to the south.
2. The current design forces all of the traffic onto CSAH 34. In the long term, as other
development occurs this will contribute to safety and capacity problems.
3. The current design eliminates connectivity opportunities in the future.
4. The current design puts all of the traffic onto Old Birch Street and then onto CSAH 34.
CSAH 34 currently has a crash problem in this location and this will only magnify the
issue.
5. It is difficult to judge on- coming traffic speed and distance when accessing CSAH 34
from Old Birch Street at the existing intersections. Putting more traffic in that location
will exacerbate those issues.
Need for Other Connections
1. Provide connectivity between neighborhoods is consistent with the CSAH 34 study.
2. Providing the connection to Foxborough provides for better long term access to the
development once Pheasant Run is converted to a right in/right out per the County's long
term plans.
3. The connection to Foxborough distributes the traffic to other primary routes such as
Holly Drive or Shadow Lake Drive.
4. There are a number of existing neighborhoods along CSAH 34 where traffic is forced on
to CSAH 34 due to a lack of interconnectivity. Providing the connection to Foxborough
prevents this issue from being perpetuated in this area.
For the reasons stated above, it is our recommendation that the street connection be made
between this proposed development and the existing Foxborough neighborhood. The logical
location would be in the southwest corner of the site where the impacts to the existing wetlands
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
•
•
Mr. Michael Grochala
September 6, 2013
Page 2
will be minimized. It is understood that a small section of the property is owned by an adjacent
property owner to the west, so the connection to Foxborough may not happen with this
development.
If you have any questions or need additional information, please let me know.
SAAdvisory Boards & Commissions& Planning & Zoning Board \Packets120I3 Packets\November 13, 2013\513 \5 WSB Memo -Road Connection 090613.doc
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WSB
�
Associrnes in, engineering• planning- environmental. construction
Memorandum
To: Jason Wedel, PE, City of Lino Lakes
From: Paul Hudalla, PE
Date: November 5, 2013
Re: Saddle Club PUD
Stormwater Management Plan Review
WSB Project No. 2029 -63
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 Saddle Club PUD in Lino Lakes,
MN.
The following documents were provided for review:
• Preliminary grading and utility plans dated 10/14/13 by Plowe Engineering
• NRCS soil maps dated 10/10/13
• Stormwater Management Report dated 10/14/13 by Plowe Engineering
• Survey dated 10/14/13 by E.G. Rud & Sons
• Soil boring logs dated 3/13/13 by NTI
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
1. 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
KA02029- 630Wdmin\Docs\MEMOj_wedel stormwater comments 110513.docx
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Mr. Jason Wedel
November 5, 2013
Page 2
3. Easements must be provided covering proposed on -site stormwater management facilities
and should cover a horizontal area at least ten feet beyond the 100 -year high water
elevation.
GRADING PLAN
4. Building elevations must be revised to conform to freeboard requirements outlined in
City Code. Requirements include the following. See City Code for more information:
• At least two feet of freeboard must be provided from 100 -year high water
elevations to low floor elevations, and
• at least four feet of separation must be provided from highest monitored
groundwater elevations to low floor elevations, and
• at least one foot of separation must be provided between low building opening
elevations and emergency overflow elevations.
5. Floodplain elevations must be noted on plans and if fill is proposed within the floodplain,
an exhibit showing cut / fill volumes within the floodplain must be provided by the
applicant to demonstrate no impacts to the floodplain.
6. The high water elevations on grading plan for Pond 1 must match results shown in
HydroCAD Report (896.4 instead of 896.0).
7. Label high water elevation of Pond 2 and verify that high water elevations from south
wetland do not flow into Pond 2 or modify HydroCAD report to account for this flow.
8. Emergency overflow locations and elevations must be clearly denoted on plan.
9. Benchmark or datum should be provided on grading plan.
UTILITY PLAN
10. Storm sewer design calculations must be provided for review and approval prior to final
plat approval. Profile drawings of public utilities will also be needed with this submittal.
11. City detail plates must be incorporated into the plan set.
STORMWATER MANAGEMENT
12. The applicant must quantify and address water quality requirements of RCWD Rules in
Stormwater Management narrative.
13. Design must be revised so that proposed peak discharge rates do not exceed existing peak
rates for the 2, 10, and 100 -year, 24 -hour events and for the 100 -year, 10 -day snowmelt.
14. Permits for wetland impacts and replacement plan must be approved by RCWD.
K O2o29-63owdmm\Doo,\MEMOj_wcdel stormwater comments t t 0513.doox
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Mr. Jason Wedel
November 5, 2013
Page 3
15. Note elevation of floodplain on plans. If fill is proposed within floodplain areas, provide
cut / fill volumes within the floodplain to demonstrate that no net fill will occur within
the floodplain.
16. Note how design infiltration rate was determined for infiltration basins.
17. Maintain 3' of separation from surface of infiltration areas to seasonal high groundwater
elevation.
18. Show perimeter of infiltration areas on plan or include note indicating square footage of
infiltration areas.
19. Verify high water elevation of south wetland and account for tailwater condition in model
if needed.
20. It appears that the "ditch to the east" does not flow to the "wetland south" as shown in the
proposed model. In order to clarify routing used in the model, revise node locations to
graphically depict relative location of subcatchments and basins (not needed to scale). In
addition to ponds and subcatchments, clearly show reach alignments and wetland basins
on drainage maps. Include wetland basins in the proposed conditions model.
21. Note that ATLAS 14 precipitation was used for analysis in Stormwater Management
Report narrative for future reference.
22. Curve Numbers used in the HydroCAD model should match standards outlined in
RCWD Rules.
23. Address how surface runoff on Pheasant Run South to the intersection of Old Birch Street
will be addressed.
EROSION CONTROL
24. Show location of rock construction entrance on plan.
This concludes our stormwater management comments at this time. If you or the applicant have
any questions regarding these comments, please contact Paul Hudalla at (763) 287 -7176 or
phudalla @wsbeng.com.
KA02029fi30V dmthlDoo \ EMOj_wedel stormwater comments 110513.docx
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Environmental
Memo
To: Katie Larsen
From: Marty Asleson
Date: November 6, 2013
Re: Environmental Board Recommendations for Saddle Club Property
The following recommendations were made by the Lino Lakes Environmental Board
on October 30, 2013 concerning the Preliminary Plat/PUD proposal for the Saddle
Club:
• All Outlots should be deeded to City of Lino Lakes
• Outlots should be adjusted so that they capture the unique environmental
features and storm water treatment train features of the site. Property lines
should be reduced to avoid these features.
• All top soils that are removed from the buffer areas shall be returned to the
same site as much as possible after grading is done. The probable seed
bank in these soils cannot be purchased in a store, and a very valuable
resource on this development property.
• In order to not create any more barriers to the Blandings turtle or any nesting
turtle species it is recommended to install a lower profile curb similar to
Foxborough in the Saddle Club development.
• Conservation Easements are required over environmentally sensitive areas.
Since it is critical that new home owners know what the Conservation
Easement means, and why it is important that Conservation Easement is
there, the developer should produce a handout that gives the homeowner
information at the time of purchasing the property. The brochure must be
approved by the City.
• Page 1
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• Signs approved by the City must be installed on the Conservation Easement
lines wherever in a similar manner to those signs installed in Foxburough.
There it was required up to 4 signs if there were property line /conservation line
shifts.
• The removal of Green Ash and Aspen will be allowed in buffer areas that are
graded without replacement requirements.
• Stormwater infiltration areas must meet the minimum requirements for having
a 3 -foot separation between the bottom of the infiltration BMP and the ground
water
• The storm pond /pretreatment pond should be lined where there is not
adequate separation from the groundwater
• The SWPPP must be site specific (not template). The Plan must include the
following:
• Page 2
o 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.
o Must provide the knowledgeable person /chain of responsibility
information before construction begins. We need the name of the
person that is knowledgeable and experienced in the application of
erosion prevention before and during construction. 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.
o 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,
•
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•
o Information must be submitted to the city on the location of the
SWPPP on site and the location of all required weekly, post - rainfall
event inspections and follow -up corrections. A hard copy must be kept
on site and emailed to the city MS4 manager.
o The SWPPP must incorporate the requirements (MPCA Stormwater
Discharge Design Requirements) including calculations for the project.
o Site specific quantities must be included for all erosion prevention and
sediment control BMPs.
o 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.
o The SWPPP must describe a maintenance plan identifying who will be
performing future maintenance of permanent stormwater treatment
systems on the site.
o The SWPPP must identify if the project's stormwater flows to an
impaired water within one mile of the site (aerial radius), and whether
or not there is USEPA- approved TMDL for pollutants or stressors for
the site. The permitee must identify those TMDLs applicable to the to
the projects stormwater discharge. This site is within 1 mile of an
impaired lake and will act as receiving water from this site.
o A concrete wash -out area must be identified on the map.
• A Landscape Plan with a boulevard tree location that works with utilities and
sidewalk must be submitted to the City for approval. A ground cover plan for
storm water treatment areas must be submitted. A tree mitigation location
plan must be submitted to the City. The landscape plan will need to go back
to the Environmental Board for recommendations.
• Page 3
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Memo
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Lino Lakes Police Department
To: Chief John Swenson
From: SGT William Owens
CC:
Date: October 23, 2013
Re: Saddle Club PUD - CPTED Review
After reviewing the plans for the Saddle Club PUD; it is a proposed 53 lot residential
development which will connect Old Birch ST, Pheasant Run S, and Fox RD. Upon
reviewing the plans I only see one public safety concern, the increased traffic from
Old Birch ST to Birch ST.
Old Birch ST connects to Birch ST on either side of the "S curve" of Birch ST. This
provides vehicles turning from Old Birch ST limited visibility of vehicles traveling
on Birch ST. Because of the limited visibility and the existing speed limit of
50MPH, I'm very concerned we will experience an increase of "T- bone" style
crashes and rear -end crashes.
I expect motorists will not be diligent with checking Birch ST for oncoming traffic
when turning from Old Birch ST and with the speed limit, I expect vehicles to
present themselves quickly to turning vehicles. The speed limit will also have a
meaningful impact on the severity of the crashes.
Without dedicated turn lanes for vehicle turning from Birch ST to Old Birch ST,
given the speed limit and the limited visibility, I expect to see an increased number of
rear -end type crashes. Again, with a 50MPH speed limit I anticipate these crashes to
be severe.
I would suggest not connecting Pheasant Run S to Old Birch ST and instead require
motorists to exit via Fox Rd or Pheasant Run S. Otherwise, I would suggest adding
turning lanes from Birch St to aid vehicles turning, especially across traffic. I would
also suggest lowering the speed limit of Birch ST to a much lower speed in an
attempt to reduce crashes and also mitigate the severity of them.
•
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•
PLANNING & ZONING BOARD
AGENDA ITEM 5C
STAFF ORIGINATOR: Katie Larsen, City Planner
P & Z MEETING DATE: November 13, 2013
REQUEST: Final Plat Approval, Alino Addition
CASE NUMBER: FP2013 -004
APPLICANT:
REVIEW DEADLINE:
Alino, LLC
95 So. Owasso Blvd. W.
Little Canada, MN 55117
Complete Application Date:
October 11, 2013
60 -Day Review Deadline:
December 10, 2013
Planning & Zoning Board Meeting:
November 13, 2013
City Council Meeting:
December 9, 2013
BACKGROUND
Alino Addition is a two (2) lot commercial subdivision. The subject site is located in the
northwest quadrant of the I -35E and Main Street corridor and consists of 20.94 gross
acres. A site plan for a Metro Transit Park and Ride facility has been submitted with the
subdivision proposal and will be reviewed by staff as a separate application.
The Planning & Zoning Board held a public hearing on May 8, 2013 for the preliminary
plat of Alino Addition and made recommendation to the City Council for approval. The
City Council approved the preliminary plat on June 24, 2013 with Resolution No.13 -76
with the following conditions:
1. All comments from City Engineer letters dated May 3, 2013 and June 19, 2013
shall be addressed.
2. Preliminary Plat shall be revised and resubmitted with Final Plat application:
a. Lot 2 under Property Description shall be revised to Outlot A.
b. Area of Street Dedication and Outlot A shall be recalculated to reflect
actual ROW dedication.
c. Access Control shall be dedicated to Anoka County the full width of
Outlot A along CSAH 14.
3. Final Plat approval shall be contingent upon:
a. Land Use Application and fee submitted to City.
b. Joint Powers Agreement with the City of Centerville for construction and
maintenance of 21st Avenue N and public utilities shall be required.
c. 21St Avenue N shall be extended the full length of the property from
CSAH 14 to the northern boundary.
d. A Petition and Waiver Agreement regarding public improvement
construction and assessments shall be drafted by the City and signed by
the owner or a Development Contract regarding public road and utility
improvements shall be drafted by the City and signed by the owner.
e. Owner shall dedicate to the City at no cost the necessary right of way and
drainage and utility easements needed to complete the proposed public
street, utility and storm water improvements not shown on the preliminary
plat.
f. A Declaration of Access Control for future right in/right out access shall
be drafted by the City and signed by the owner.
g. A Reciprocal Access Easement and Maintenance Agreement shall be
drafted by the owner and approved by the City.
In addition to the preliminary plat, the City Council approved the following resolutions:
1. Resolution 13 -90, Accepting Petition and Waiver Agreement from Alino LLC,
21st Avenue Improvement Project
2. Resolution 13 -91, Approving Joint Powers Agreement with the City of
Centerville, 21st Avenue Improvement Project
3. Resolution 13 -97, Authorizing Preparation of Plans and Specifications, 21st
Avenue Improvement Project
The following review is based on the submittal, Alino Addition Preliminary and Final
Plat prepared by SRF Consulting Group, Inc. dated October 9, 2013 and received October
11, 2013.
ANALYSIS
The final plat is generally consistent with the approved preliminary plat and meets the
performance standards of the Subdivision and Zoning Ordinance. Conditions of the
preliminary plat as listed in Resolution 13 -76 have also been met. 21st Avenue N will be
extended the full length of the property from CSAH 14 to the northern boundary. The
applicant petitioned the City for public improvements and the City Engineer is preparing
plans and specs for the street and utility design. Since the final plat is being approved
and recorded prior to completion of the design of the street and utilities, addition drainage
and utility easements not shown on the final plat may be required.
Full access for Lot 1, Block 1 and Outlot A will be created at approximately 600 feet
north of Main Street. A Declaration of Access Control will be required for future
development of Outlot A with right in/right out access at approximately 300 feet.
A Letter of Map Revision was issued by FEMA on September 5, 2000 which designated
two small flood hazard areas within the plat from Zone A to Zone X.
2
•
•
•
• Park Dedication
•
•
A payment in lieu of park dedication is required for the proposed subdivision. The City's
fee for commercial property is $2,175 per acre per platted lot. The total area for Lot 1,
Block 1 is 5.45 acres. The total payment is lieu of dedication is $11,854.
$2,175 fee x 5.45 acres = $11,854 total
RECOMMENDATION
Staff is recommending approval of the final plat with the following conditions:
1. Comments from the City Engineer Letter dated October 28, 2013 shall be
addressed.
2. A Development Contract shall be drafted by the City and executed by the City
and the owner.
3. A Declaration of Access Control for future right in/right out access shall be
drafted by the City and executed by the City and owner.
4. A Reciprocal Access Easement and Maintenance Agreement shall be drafted by
the owner and approved by the City.
5. Sheet 1 of the Final Plat shall be revised to include "...hereby dedicate to the
public for public use the public way and the drainage and utility easements as
shown by this plat ".
6. An up -to -date (within 3 months) title insurance commitment for the property
being subdivided shall be provided.
7. The legal description on the title commitment does not match the final plat.
8. The legal description on the preliminary plat does not match the final plat.
9. The title commitment only shows Richard Schreier as fee simple owner but the
final plat has both his name and Alino, LLC signing.
10. Any future easements required for drainage or utilities shall be dedicated by the
owner.
11. Site Plan Review for development of Lot 1, Block 1 (Metro Transit Park and
Ride) will require additional agreements and permits such as but not limited to:
a. Site Improvements Performance Agreement
b. Declaration for Maintenance of Storm Water Facilities
c. Grading Permit
d. Building Permit
e. NPDES Permit
f. RCWD Permit
ATTACHMENTS
1. Preliminary Plat, Alino Addition
2. Final Plat, Alino Addition
3. City Engineer letter dated October 28, 2013
4. Anoka County Public Services Division letter dated October 30, 2013
5. Mn DOT email comment dated October 30, 2013
15 ...
'3
0
Adjaoent Zoning: Rural
Business Reserve (R -BR)
PRELIMINARY PLAT
ALINO ADDITION
s
/1146.34 (N 89.51'17' E 1187.18 DESCJ 1\ \\
�N 88•57'27' E 1142.22 -� ...
742.1
LINE OF THE NE1 /4 OF THE NW1 /4 OF SEC. 24. T. 31. R. 22
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YO PLAT HIGH AY.... \..\
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PERMANENT EASEMENT
PER ANOKA COUNTY HIGHWAY
-RIGHT OF WAY PLAT NO. 75
435.07 -
/
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s 88'so'37' w 460.12
M IN STREET C.S.A.H. I!%. 1 L)
AMOkA COUNTY
INOtI: TRCAI. PARK 33
6
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!,IGHWA`.' RIGHT OF WAY PLAT kIO. 67
Ivorloble Width 91*)
i5 89'17'02' w OESCJ_/
s 88.27'12.w
719.45 1719.63 OESC.1 ..
40 0.L C :ARWATE :R v: )c r :'r. :atJ.r:.1 NE' s CENTER
Adjacent Zoning: GENERAL BUSINESS (GB)
/
SOUTH LINE OF
THE NE1 /4 OF THE NWI /4
EAST LINE OF THE NE1 /4 OF THE NW1 /4 OF SEC. 24, T. 31. R.
OF SEC. 24. T. 31. R. 22
1 hereby certify that this plan, survey, or report
s 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.
Print Nome. DEAN GUSHED(
Date 10/09/2013._
License • 16679
Proposed D &U Easements Added 02/26/2013
Additional Notes Added 04/16/2013
Minor Revisions 10/09/13
NE CORNER OF NE1 /4 OF NW1 /4
OF SEC. 24. T. 31, R. 22
0 100 200
scale in feet
BEARINGS SHOWN ARE BASED
ON ANOKA COUNTY PROJECT
SYSTEM, NAD '83 (1996 ADJ.)
ONE FOOT CONTOUR INTERVAL
VERTICAL DATUM: NAVD88
LEGEND
HYDRANT
® SIGNAL POLE
❑HH HAND HOLE
POWER POLE
O MANHOLE
- LIGHT POLE
b0. GATE VALVE
❑ CATCH BASIN
4 APRON
TREE LINE
-� WETLAND
- - - - -- PROPOSED DRAINAGE AND
-A-
PROPERTY DESCRIPTION
That part of the Northeast Ouarter of the Northwest Ouarter of Section 24. Township 31, Range 22.
Anoka County, Minnesota. described as follows:
Commencing at the northeast corner of said Northeast Quarter of Northwest Quarter; thence on
an assumed bearing of South 89 degrees 51 minutes 17 seconds West along the north line of
said Northeast Quarter of Northwest Quarter 170.50 feet to the point of beginning; thence South
10 degrees 55 minutes 34 seconds West 263.89 feet; thence southerly along a non - tangential
curve. concave to the west having a central angle of 11 degrees 44 minutes 30 seconds. a radius
of 1057.92 feet and an acr distance of 216.80 feet. the chord of said curve bears South 16
degrees 36 minutes 43 seconds West: thence South 22 degrees 28 minutes 58 seconds West
and not tonget to last described curve 856.53 feet: thence South 89 degrees 17 minutes 02
seconds West 719.63 feet to the west line of said Northeast Ouarter of Northwest Ouarter;
thence North 00 degrees 32 minutes 11 seconds East along said west line 1264.07 feet to the
northwest corner of said Northeast Ouar ter of Northwest Quarter; thence North 89 degrees 51
minutes 17 seconds East along said north line of Northeost Quarter of Northwest Quarter
1147.18 feet to the point of beginning.
EXCEPT Parcels 9A and 913. ANOKA COUNTY HIGHWAY RIGHT -OF -WAY PLAT NO. 75,
according to the recorded plot thereof.
UTILITY
PROPOSED RIGHT OF ACCESS
NOTES:
PROPOSED LOT
AREAS:
LOT 1 - 237,572 SO. FT. (5.45 AC.) TOTAL
216.128 SO. FT. (4.96 AC.) UPLAND
21.444 SO. FT. (0.49 AC.) WETLAND
OUTLOT A - 616.847 SO. FT. (14.16 AC.) TOTAL
555.481 SO. FT. (12.75 AC.) UPLAND
61.366 SO. FT. (1.41 AC.) WETLAND
STREET DEDICATION - 57,695 SO. FT. (1.32 AC.) TOTAL
46,407 SO. FT. (1.07 AC.) UPLAND
11.288 S0. FT. (0.26 AC.) WETLAND
TOTAL - 912.114 SO. FT. (20.94 AC.)
PLANNING DISTRICT 3 - COMMERCIAL
PROPERTY IS ZONED GB- GENERAL BUSINESS PER CITY OF LINO LAKES
ZONING DISTRICT MAP DATED JANUARY 2010.
BUILDING SETBACK FOR GENERAL BUSINESS:
FROM STREETS:
PRINCIPAL BUILDING -LOCAL STREET: 30 FT.
PRINCIPAL BUILDING-COLLECTOR /ARTERIAL STREET: 40 FT.
PARKING LOT: 15 FT.
REAR YARD:
PRINCIPAL BUILDING: 30 FT.
ACCESSORY BUILDING: 10 FT.
PARKING LOT /DRIVEWAY: 10 FT.
SIDE YARD:
PRINCIPAL BUILDING: 30 FT.
ACCESSORY BUILDING: 10 FT.
PARKING LOT /DRIVEWAY: 10 FT.
FROM RESIDENTIAL DISTRICT: 35 FT.
BETWEEN PRINCIPAL BUILDINGS:
NOT LESS THAN ONE-HALF THE SUM OF THE BUILDING
HEIGHTS OF THE TWO BUILDINGS.
FEE OWNER: RICHARD J. SCHREIER (DOC. NO. 1147446)
CONTRACT FOR DEED: ALINO,LLC
P.I.N.: 24- 31 -22 -21 -0001
WETLAND DELINEATION WAS FIELD LOCATED ON APRIL 17, 2012 AND
HAS BEEN APPROVED BY RICE CREEK WATERSHED DISTRICT.
AREA OF DELINEATED WETLAND IN PLAT - 87516 SO. FT. (2.01 AC.)
WETLANDS ARE NOT LISTED ON THE DNR PUBLIC WATERS INVENTORY
AND DO NOT HAVE A PUBLISHED ORDINARY HIGH WATER LEVEL.
PREPARED BY: SRF CONSULTING GROUP, INC.
ONE CARLSON PARKWAY
MINNEAPOLIS, MN 55447
763 - 475 -0010
PREPARED FOR:METRO TRANSIT ENGINEERING
560 SIXTH AVENUE NORTH
MINNEAPOLIS. MN 55411
612- 349 -7770
EASEMENT
Consulting Group, Inc.
SRF Comm. No. 7761
ALINO ADDITION
KNOW ALL PERSONS SY THESE PRESENTS: That Richard J. Schreier, a single person, fee owner, and Alino, LLC, a Minnesota 4mited
liability company, contract purchaser, of the following described property:
That part of the Northeast Quarter of the Northwest Quarter of Section 24, Township 31, Range 22, Anoka County,
Minnesota lying westerly and northerly of ANOKA COUNTY HIGHWAY RIGHT -OF -WAY PLAT NO. 75, according to the recorded
plat thereof, Anoka County, Minnesota.
Have caused the same to be surveyed and platted as AUNO ADDITION and do hereby dedicate to the public forpubhc use the public
way as shown on this plat. Aso dedicating to the County of Anoka the right of access onto County State Aid Highway No. I4 as
shown on this plat.
In witness whereof said Richard J. Schreier, a single person, has hereuntoset his hand this day of 2D .
Richards. Schreier
STATE OF MINNESOTA
COUNTY OF
This instrument was acknowledged before me this day of 20 by Richard J. Schreier, a single person.
Notary Public, County, Minnesota
My commission expires:
In witness whereof said Alino, LLC, a Minnesota limited liability company, has caused these presents to be signed by it proper officer
this__ day of 20 .
Signed: Alino, LLC
Chief Manager
STATE OF MINNESOTA
COUNTY OF
This instrument was acknowledged before me this day of 20 by Chief
Manager of Alino, LLC, a Mnnesota limited liability company.
Notary Public, County, Minnesota
My commission expires:
City of Lino Lakes
County of Anoka
Sec. 24, Twp. 31, Rng. 22
I Dean Dusheck do hereby certify that this platwes prepared by me or under my direct supervision; thatI am a duly Licensed Land
Surveyor in the State of Minnesota; that this plats a correct representation of the boundary survey; that all mathematical data and
labels are correctly designated on this plat; that all monuments depicted on this plat have been, or 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 labeled on this plat.
Dated this day of 20 .
Dean Dusheck, Licensed Land Surveyor
Minnesota License No. 16678
STATE OF MINNESOTA
COUNTY OF HENNEPIN
This instrument was acknowledged before me on by Dean Dusheck.
Notary Public, County, Minnesota
My Commission expires:
CRY COUNCIL
QTY OF LINO LAKES
This plat of ALINO ADDITION 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 plats in compliarce with the provisions of Minnesota
Statutes, Section 505.03, Subd.2.
By Mayor
COUNTY SURVEYOR
By Clerk
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved
this day af 20 .
Larry D. Hoium
Anoka County Surveyor
Consulting Group, Inc.
SHEET 1 OF 2 SHEETS
')
NW CORNER OF NWl /4
OF SEC. 24. T31, R22 CO. CAST IRON
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ALINO ADDITION
1
1 NW CORNER OF NE1 /4 OF THE
NW1 /4 OF SEC. 24, 731• R22
N 88 °57'27' E 1142.22 175.48 - U
City of Lino Lakes
County of Anoka
Sec. 24, Twp. 31, Rng. 22
- OF CORNER 24 TF 31ERR. 22 F NWV4
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scale in feet
1 INCH = 100 FEET
FOR THE PURPOSES OF THIS PLAT, THE NORTH
LINE OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 24, TOWNSHIP
31, RANGE 22 IS ASSUMED TO HAVE A BEARING
OF NORTH 88 DEGREES 57 MINUTES 27 SECONDS
EAST.
a DENOTES 1/2 INCH BY 14 INCH IRON PIPE MARKED
BY LICENSE NO.16679
o DENOTES ANOKA COUNTY CAST IRON
MONUMENT, UNLESS SHOWN OTHERWISE
• DENOTES ANOKA COUNTY RIGHT OF WAY
MONUMENT FOUND, UNLESS SHOWN OTHERWISE
—A— DENOTES RIGHT OF ACCESS DEDICATED TO
ANOKA COUNTY
—,_ DENOTES RIGHT OF ACCESS DEDICATED TO
ANOKA COUNTY IN ANOKA COUNTY HIGHWAY
RIGHT OF WAY PLAT NO. 75
—�— DENOT S WETLAND BOUNDARY
WETLAND N A N WAS L LOCATED
ON APRIL 17, 2012 AND HAS BEEN APPR OVED
BY RICE CREEK WATERSHED DISTRICT
111 Illi i
Consulting Group, Inc.
,;, S 89 °38'25° W 340.00
/ /
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- EXCEPTION
_
PERMANENT EASEMENT
-- pARc,EIL ` .: _: -
:�� � � .'. .:�:.`" :. i-::- .i. ° ?: RIGHT OF WAY
SOUTH LINE OF THE NE1 /4 OF THE NW1 /4
PLAT NO. 75 I
:.: - .: .
.:.:.:: .. ....
..... .....
SHEET 2 OF 2 SHEETS
wsB
• & Associates, engineering • planning. environmentaP construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 -541 -4800
Fax: 763 -541 -1700
Memorandum
To: Katie Larsen, City Planner
From: Jason C. Wedel, P.E.
Date: October 28, 2013
Re: Alino Addition Final Plat Review
WSB Project No. 2029 -55
The following review is based on these submittals:
• Final Plat for Alino Addition prepared by SRF Consulting Group received October
11, 2013.
Final Plat Comments:
1. Per the submittal dated October 11, 2013, the developer acknowledges that the design for 21st
Avenue has not yet been completed. The final design of 21st Avenue will likely necessitate
easements for storm water ponding, pedestrian trails, and other design features on Outlot A.
The property owner agrees to provide these easements once they are identified.
Confirmation of this agreement will be incorporated into the Development Contract for the
site.
2. Per the submittal dated October 11, 2013, the developer acknowledges that they will only be
allowed one full access intersection with 21st Avenue for the entire site. Therefore, the
proposed full access will need to serve not only the Metro Transit facility but the remainder
of the site. A second right - in/right -out access maybe allowed to the south in the future when
the balance of the site develops. A separate agreement acknowledging this restriction will be
required.
3. The current submittal appears to address the remainder of my previous comments outlined in
my memo dated June 13, 2013.
If you have any questions please let me know.
Thank you.
Jason Wedel
•
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
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 RECEIVED
NOV 0 6
CITY OF LINO LAKES
October 30, 2013
Katie Larsen
City of Lino Lakes
600 Town Center Parkway
Lino Lakes, MN 55014 -1182
Re: Final Plat - Alino Addition
Dear Katie,
We have reviewed the Final Plat of Alino Addition, to be located in the northwest quadrant of CSAH 14
(Main Street) at 21st Avenue N. within the City of Lino Lakes, and I offer the following comments:
It is our understanding that this plat is for the proposed Metro Transit Park & Ride in the future. This
section of CSAH 14 was recently reconstructed, and consequently, the existing right of way adjacent
to CSAH 14 should be adequate for future purposes (existing right of way = 75ft north of CSAH 14
centerline). It is our understanding that all access for this site is to be made via 21st Avenue N. with no
new access points onto CSAH 14, which is consistent with county policy and is acceptable to this
department. The right of access along CSAH 14 should consequently be dedicated to Anoka County
through the platting process for this site. If there are any existing field entrances to CSAH 14 within
the boundaries of this plat, they are to be removed and the boulevard area restored to match the
existing adjacent depth, slope, and grade. It appears that there may be deficiencies for the Case I
Intersection Sight Distance Requirements at the CSAH 14 /21st Avenue N. intersection due to a berm
located in the sight triangle. The City/Developer should ensure that all applicable sight distance
requirements are met to the fullest extent possible for any development on this site. For future
reference, please note no signs or plantings will be permitted within the county right of way, and care
must be exercised when locating buildings, structures, plantings, berms, etc. outside of the county
right of way, so as not to create additional sight distance obstructions within this section of CSAH 14.
When a site plan is prepared for this development, the ACHD Engineering Plan Review process can
take place. Calculations must be provided at that time, 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. An ACRD
Engineering Plan Review fee estimated at $150.00 will apply for this development. Contact Gina
Pizzo, Engineer III at 763 - 862 -4248, email: Gina.Pizzo(a�co.anoka.mn.us with any questions regarding
the ACHD Engineering Plan Review process.
Following completion of the ACHD Engineering Plan Review Process, if any work is performed
within the county right of way, the ACRD Permit Process can begin, a permit is required and it must
be obtained prior to the commencement of any construction (permit to work within the county
ROW = $150.00). Contact Terri Vaughan, Traffic Engineering Technician, at 763 - 862 -4239, email:
Terri.Vaughan(a)co.anoka.mn.us for further information regarding the ACHD Permit Process.
Affirmative Action / Equal Opportunity Employer
Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding
this review.
Sincerely,
pm-
Jane K. Rose
Traffic Engineering Manager
xc: CSAH 14/Plats + Developments /2013
Larry Hoium, County Surveyor
Randy Bettinger, Traffic Engineering Coordinator
Josie Scott, Traffic Engineering Technician
Terri Vaughan, Permit Technician
Gina Pizzo, Engineer III
Katie Larsen
From: McCartney, Molly (DOT) <Molly.McCartney @state.mn.us>
Sent: Monday, October 28, 2013 3:08 PM
To: Katie Larsen
Cc: Sherman, Tod (DOT); Kautz, Tiffany (DOT); Beatty, Mark (DOT)
Subject: Alina Addition (Formerly called "Park and Ride "), MnDOT Review #P13 -018A
Ms. Larsen,
Thank you for the opportunity to review the plat for the park and ride lot (Alina Addition, MnDOT Review #P13- 018A).
MnDOT has reviewed the plans and finds them to be acceptable. Let me know if you have any questions.
MoIIy
MoIIy McCartney, Sr. Transportation Planner
MnDOT Metro District
1500 W. County Road B -2
Roseville, MN 55113
651 -234 -7789
molly.mccartney @ state.mn.us
1