ITEM 3.1ITEM 3-1
TPC
The Planning Company
PLANNING REPORT
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
TO: Otsego Planning Commission
FROM: D. Daniel Licht, AICP
REPORT DATE: 18 September 2020
60 -DAY DATE: 24 October 2020
RE: Otsego —Villas at Kittredge Crossings
TPC FILE: 101.02
BACKGROUND
Steve Kroiss, LLC, representing Otsego Finest Homes, LLC, has submitted plans for development
of Outlot H, Kittredge Crossings. The proposed development consists of a PUD Development
Stage Plan, Preliminary Plat, and Final Plat for a first phase of 14 twin homes and 1 3 -unit
townhouse building located on the west portion of the subject site facing to Kittredge Parkway.
The submitted plans also include a concept plan for a second phase of development of 28 twin
homes and 13 -unit townhouse building on the east portion of the subject site. Consideration
of the proposed development also requires amendment of the Comprehensive Plan and
Kittredge Crossings PUD District.
The subject site was included in the PUD Concept Plan application for Otsego Unique
Apartments, LLC considered by the Planning Commission at their meeting on 2 December 2019.
The Planning Commission was supportive of the concept plan showing row townhomes on the
west portion of the subject site facing Kittredge Crossings. The PUD Concept Plan did not
proceed to the City Council for additional review and comment.
A public hearing to consider the proposed development of the subject site has been noticed for
the Planning Commission meeting on 21 September 2020 at 7:00 PM. The mailed notice for
the public hearing required to be sent to properties within 350 feet of the subject site would
have reached only 3 owners. As a neighborhood meeting is not feasible in the current public
health environment, the developer sent information regarding their development plans and
notice of the public hearing to all properties within the Kittredge Crossings and Windsong
subdivisions that are included within the Kittredge Crossings PUD District.
Exhibits:
■ Site Location Map
■ Developer narrative
■ Architectural color schemes (4 pages)
■ Architectural elevation and floor plans dated 9/15/2020 (5 pages)
■ Villas at Kittredge Crossings plan set dated 08/27/20 (25 sheets)
■ Preliminary Plat (2 sheets)
■ Final Plat (2 Sheets)
ANALYSIS
Land Use. The 2012 Comprehensive Plan guides the subject site for office/warehouse uses and
governs use of the property the performance standards of the B-4, Business -Warehouse District
in accordance with the Kittredge Crossings PUD District approved by the City Council on 12 May
2003. The development of the subject site requires consideration of amendments to the
Comprehensive Plan and Kittredge Crossings PUD District to allow for the proposed twin home
and townhouse dwellings as medium -to -high density residential land uses.
The Planning Commission completed a Multiple Family Housing Study that was accepted by the
City Council on 14 September 2020. The effort had been being initiated in response to contacts
made by several developers for parcels not presently guided by the 2012 Comprehensive Plan
or zoned to allow for multiple family dwellings. The subject site was considered as part of the
study as a follow up to the prior concept plan proposal for residential development. The final
Multiple Family Housing Study recommended that the subject site be planned for Medium -to -
High Density Residential uses based on the character of development that has occurred in
Kittredge Crossings and the limitations of the subject site due to the large wetland in the
central portion of the outlot.
The proposed amendment of the Comprehensive Plan and Kittredge Crossings PUD District to
allow Medium -to -High Density Residential use of the property subject to the requirements
established by the R-6, Medium to High Density Residential District is consistent with the
following policies:
Cluster land complementary uses and activities into functionally related sub -units
of the community as determined by physical barriers, homogeneous land use
characteristics, and service area boundaries.
Accomplish transitions between different land uses in an orderly manner so as not
to create negative impacts on adjoining developments, changes in types of land
use shall occur either at mid -block points, so that similar uses front on the same
street, or at borders of areas separated by physical barriers.
2
■ Maintain a balance in the availability of quality housing choices throughout the
City based on benchmarks established by the City's Land Use Plan and Housing
Plan; the City shall periodically define the type and amount of new housing that is
to be built to maintain consistency with established benchmarks.
■ Recognize the need to develop of a variety of twin homes, townhouses, and
multiple family dwellings to supplement conventional single family homes giving
due consideration to local market demands and desired community character.
■ Promote development of twin homes, townhouses and multiple family dwellings
adjacent to areas targeted for commercial development to provide ancillary
market support.
Surrounding Uses. The table below summarizes surrounding land uses adjacent to the subject
site. The proposed twin homes and 3 -unit townhouse buildings shown on the PUD
Development Stage Plan for Phase 1 and the concept plan for Phase 2 of the property would be
compatible with Kittredge Park and similar in character to the existing housing developed
within Kittredge Crossings.
Direction
Land Use Plan
Zoning Map
Existing Use
North
Park
Office
PUD District
Kittredge Park
Undeveloped
East
Office
PUD District
Undeveloped
South
Albertville
--
Undeveloped
West
Park
INS District
City park
Building Plans. The developer has submitted building elevations and floor plans for the
proposed townhouse dwelling units to be constructed in Phase 1:
■ Exterior Materials. The exterior of the proposed buildings consists of a stone
wainscotting and LP Smartside engineered siding with a horizonal lap and board -and -
batten style. The proposed building materials comply with the requirements of Section
11-17-4.C.2 of the Zoning Ordinance.
■ Colors. The developer has provided 4 color packages for the proposed buildings. We
recommend a condition of approval be that no 1 color package be used for more than
38 percent of the total number of buildings in Phase 1 and that the same color package
not be used for abutting buildings.
■ Building Height. The proposed townhouse buildings are to be 2 story structures.
Buildings within the R-6 District are allowed to be up to 3 stories or 35 feet in height.
The proposed buildings comply with the height limits established by the Zoning
Ordinance.
3
■ Floor Area. The proposed dwelling units have a floor area of just more than 2,000
square feet, which includes 3 bedrooms, 3 baths, an upstairs laundry, and front porch.
The floor area of the proposed dwelling units exceeds the minimum requirements of
Section 11-17-6.D of the Zoning Ordinance.
■ Garage Area. Townhouse uses are required to provide a minimum 2 car attached
garage with an area of at least 400 square feet. Each dwelling unit has an attached 2 car
garage that is oversized for a townhouse dwelling with an area of 552 square feet and
depth of 23 feet. The proposed dimensions and area of the attached garage complies
with the requirements of the Zoning Ordinance.
The developer's narrative describes that these buildings could also be constructed on the east
portion of the property in Phase 2. However, the concept plan shows the east portion of the
property being developed with 2 different dwelling units with a majority being 1 -level buildings
having approximately 1,250 square feet of floor area, some will be available with basements.
The other building plan proposed for the east portion of the subject site is a 3 -story row
townhouse building with an approximate floor area of 1,600 square feet.
Landscaping. There is a row of shade trees along Kittredge Parkway within the subject site that
were planted at the time Kittredge Crossings was initially developed. There are also plantings
that were placed surrounding the Kittredge Crossings monument sign at the intersection of
Kittredge Parkway and 70th Street at the southwest corner of the subject site. All of the shade
trees along Kittredge Parkway are proposed to be removed based on the location of the
proposed twin homes and 13 -unit townhouse building. Several coniferous trees/shrubs east of
the monument sign are also proposed to be removed.
The developer has submitted a landscape plan for the subject site that provides for installation
of new shade trees in the front yard between each building along Kittredge Parkway, on either
side of the driveway access to 7111 Street, and in the buffer yard along 70th Street. The
landscape plan also includes a typical planting plan for the foundation of each building. The
types and sizes of proposes plantings comply with Section 11-19-3 of the Zoning Ordinance. An
in -ground irrigation system is also required for all lawn and landscaped areas by Section 5-2-
3.C.1 of the City Code.
The Planning Commission should discuss the importance of preserving the existing shade trees
along Kittredge Parkway. These trees have matured since being planted approximately 15
years ago and provide for a gateway into the neighborhood. In order to preserve the trees, the
proposed buildings need to be shifted east. Shifting the location of the proposed buildings east
would require flexibility in the site design to allow for a reduced private drive width and/or
wetland buffer width. The wetland within the center of the property expanded post -
development and would be considered to be incidental and not benefited significantly by the
buffer requirement.
.19
Lot Area. Townhouse uses within the R-6 District are required to provide a minimum of 5,000
square feet of lot area per dwelling unit. The gross area of the subject site is 11.67 acres or
508,345 square feet. The gross area of the subject site is reduced by the area of the wetland
and wetland buffer of 5.9 acres that will be platted within Outlot A. The net area per dwelling
unit for Phase 1 is 1.5 acres or 3,853 square feet per dwelling unit. The overall net lot area per
dwelling unit for Phases 1 and 2 would be 5,248 square feet per dwelling unit. Although less
than the typical 5,000 square feet per dwelling unit, the additional density is appropriate for
Phase 1 given the configuration of the property and functionality of the site plan. The proposed
lot area per dwelling unit for Phase 1 may be allowed as part of the approval of the PUD
Development Stage Plan. The overall lot area per dwelling unit and density of Phases 1 and 2
complies with the minimum lot area requirements for the R-6 District.
Setbacks. Within a PUD District, the required setbacks may be established based on a
proposed development plan. The table below outlines the setbacks applicable to Phase 1 based
the proposed PUD Development Stage Plan. The proposed setbacks present a building forward
design oriented towards Kittredge Parkway that maximizes the developable portion of the
subject site west of the wetland.
70th
Street
Kittredge
Parkway
71St
Street
Private
Drive
Wetland
65ft.
10ft.
40ft.
20ft
40ft.
Access. The primary access to Kittredge Crossings is via 70th Street west of CSAH 19. The
Transportation Plan designates 70th Street as a minor arterial roadway, which has capacity to
carry the traffic that will be generated by the proposed development of the subject site.
Within Kittredge Crossings, the subject site abuts Kittredge Parkway, 71St Street, and Kalland
Avenue. Access to the dwelling units proposed upon the subject site is to be from 71St Street
via private drives on the west and east portions of the subject site. Locating the driveways to
the subject site on 711t Street will minimize traffic conflicts on Kittredge Parkway and Kalland
Avenue, as well as disperse traffic to/from 70th Street. The west driveway is setback 100 feet
from the Kittredge Parkway and 71St Street intersection, the east driveway is setback 90 feet
from the intersection of Kalland Avenue and 71St Street, and both driveways are 570 feet apart.
The proposed driveway locations comply with the spacing requirements of Section 11-21-6.13 of
the Zoning Ordinance.
Private Drive. The attached garages for the 14 twin homes and 13 -unit townhouse building
shown on the PUD Development Stage Plan for Phase 1 are accessed via a private drive from
71s' Street along the rear, or east side, of the buildings. The private drive is designed to be 24
feet in width with concrete curb -and -gutter. The construction specifications for the private
drive are to be subject to review and approval of the City Engineer. As noted above, the
Planning Commission may consider reducing the width of the private drive to 20 feet to allow
the proposed buildings to be shifted east. City staff recommends that the private drive be
posted as a Fire Lane — No Parking Zone at either 20 feet or 24 feet in width.
5
Guest Parking. The site plan provides for parking of 2 vehicles per dwelling unit upon the
driveway apron based on a minimum 20 -foot setback between the garage face and back -of -
curb of the private drive. The depth of the driveway apron is adequate to accommodate most
vehicles smaller than a full size extended or crew cab pickup truck.
As Kittredge Parkway is a 46 -foot wide street with 2 12 -foot wide travel lanes and 11 -foot wide
shoulders on each side, City staff supports allowing on -street parking on the east side of the
roadway. On -street parking on Kittredge Parkway will allow guests convenient proximity and
approach when arriving at the front of the dwellings. The PUD Development Stage Plan for
Phase 1 shows 22 on -street parking stalls that are 9 feet wide from the curb and 23 feet in
length along the curb. The on -street parking stalls are shown to be setback more than 30 feet
from the intersection of Kittredge Parkway and 70th Street and the intersection of Kittredge
Parkway and 71St Street exceeding the requirements of Section 7-2-2.E.1 of the City Code
regulating on -street parking.
Sidewalks/Trails. There is a sidewalk abutting the subject site on the east side of Kittredge
Parkway. On 71St Street, there is sidewalk on the north side of the street across from the
subject site. The developer will be required to construct a 5 foot concrete sidewalk along the
west side of Kalland Avenue with Phase 2. The Parks Master Plan designates a future 10 -foot
wide bituminous trail along the north side of 701h Street abutting the subject site that will
extend to CSAH 19. In accordance with Section 10-8-5.D.3 of the Subdivision Ordinance, the
developer must revise the submitted plans to provide for the construction of the trail along 70th
Street within the subject site. The developer may escrow funds for construction of the trail to
be completed with development of Phase 2.
Outlot A. The preliminary and final plat illustrate the portion of the property outside of Phase 1
to be platted as Outlot A. Outlot A will be retained by the developer for a future phase of
development. Development of Phase 2 will require approval of applications for a PUD
Development Stage Plan, Preliminary Plat, and Final Plat.
Grading Plan. The developer has submitted a grading, drainage, and erosion control plans
along with calculations for stormwater drainage. There is an area at the center of the subject
site has been delineated as a wetland. Section 11-16-5.F.4 of the Zoning Ordinance requires an
average 20 foot natural buffer area and 40 foot principal building setback from the delineated
edge of all wetlands. Wetlands and the buffer are required to be platted as outlots and deeded
to the City by Section 10-8-12.D of the Subdivision Ordinance, which will occur when Phase 2 is
developed. All grading issues are subject to review and approval of the City Engineer. As a
condition of final plat approval, the developer must pay a Stormwater Impact Fee for Otsego
Creek based on the net area of the subject site.
Utility Plan. The subject site is within the West Sewer District and sewer and water utilities are
available to the property. The developer has submitted a utility plan for connection to sewer
and water utilities. The developer must pay utility availability charges for the subject site at the
time of final plat approval and utility connection charges at the time a building permit is issued
R
for each dwelling unit in accordance with the City Code and fee schedule in effect at that time.
All utility plans are subject to review and approval of the City Engineer.
Easements. Section 10-8-12.A of the Subdivision Ordinance establishes requirements for
drainage and utility easements to be dedicated to the City. A drainage and utility easement
was established over all of Outlot H at the time of final plat approval that is to be vacated and
replaced by easements dedicated with the current subdivision application. Lot 18, Block 1 is
the base lot open space for the proposed for Phase 1 and is overlaid by drainage and utility
easements. Outlot A will also be overlaid by drainage and utility easements until such time as
Phase 2 is platted. All easements are subject to review and approval of the City Engineer.
Park Dedication. Final platting of the subject site for development requires satisfaction of park
dedication requirements established by Section 10-8-15 of the Subdivision Ordinance. Land for
Kittredge Crossings Park was dedicated to the City with the initial Kittredge Crossings final plat
satisfying 43.4 percent of the required land dedication. Park and trail dedication requirements
for the subject site are to be satisfied by payment of a cash fee in lieu of land based on the
number of dwelling units at 56.6 percent of the cash fee in effect at the time of final plat
approval.
Homeowners Association. The developer will establish a Homeowners Association to provide
for ownership and maintenance of Lot 18, Block 1, which is the common open space and
private driveway for Phase 1. Documents establishing the Homeowners Association must be
submitted and are to be subject to review and approval of City staff prior to recording the final
plat.
RECOMMENDATION
The proposed Villas at Kittredge Crossings presents a development plan consistent with the
character of development that has occurred within Kittredge Crossings. The proposed
development also follows the recommendations of the recently completed Multiple Family
Housing Study. City staff recommends approval of the applications subject to conditions as
outlined below.
POSSIBLE ACTIONS
Decision 1— Comprehensive Plan/PUD District
A. Motion to recommend approval of amendments to the Comprehensive Plan and
Kittredge Crossings PUD District to allow Medium -to -High Density Residential land use
of Outlot H, Kittredge Crossings.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance.
7
C. Motion to table.
Decision 2 — PUD Development Stage Plan/Preliminary Plat
A. Motion to recommend approval of a PUD Development Stage Plan, preliminary plat,
and vacation of existing drainage and utility easements for Outlot H, Kittredge Crossings,
subject to the following conditions:
1. The site and buildings shall be developed in accordance with the plans on file
with the City except as modified herein or approved by City staff.
2. Approval of the preliminary plat shall not guarantee access to sanitary sewer
service. The City shall only allocate sanitary sewer capacity to approved final
plats with signed development contracts to assure the City of timely
development.
Development of Outlot A shall require approval of a PUD Development Stage
Plan, Preliminary Plat, and Final Plat.
4. No 1 color package shall be used for more than 38 percent of the total number
of buildings and that the same color package not be used for abutting buildings
within Phase 1.
5. The PUD Development Stage Plan for Phase 1 shall be subject to the following
minimum setback requirements:
70th
Street
Kittredge
Parkway
71St
Street
Private
Drive
Wetland
65ft.
10ft.
40ft.
20ft
40ft.
6. The construction specifications for the private drive shall be subject to review
and approval of the City Engineer.
7. The private drive shall be posted as a Fire Lane — No Parking Zone in accordance
with Section 7-2-2.A.2 of the City Code.
8. The submitted plans shall be revised to provide for a trail along 70th Street within
the subject site with funds to be escrowed for construction to be completed with
development of Phase 2.
9. All grading, drainage, erosion control, and wetland issues shall be subject to
review and approval of the City Engineer.
10. All utility plans shall be subject to review and approval of the City Engineer.
11. All easements shall be subject to review and approval of the City Engineer.
12. Park and trail dedication requirements for the subject site shall be be satisfied by
payment of a cash fee in lieu of land based on the number of dwelling units at
56.6 percent of the cash fee in effect at the time of final plat approval.
13. The developer shall submit documents establishing a Homeowners Association,
which are to be subject to review and approval by City staff.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance.
C. Adam Flaherty, City Administrator/Finance Director
Tami Loff, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
0
CTLL.,-
POISS, LLC
TO, City of Otsego
1340090 th st ne
Elk River,mn. 55330
Ri.�.._Application for subdivision Villas at Kittredge Crossing
My nar»e is Steve Ki6iss and 12m proud'to be representing the ownership group, Otsdgd Finest.
Homes LLC, as well as the builder of the proposed townhomes for the project. i have been a
builder and residential developer in the twin cities area for 30 years with my company, Kroiss
Design + Build, but this will be my first development in the City of Otsego. With this project
6e-lieve we are bringing a unique product that will enhance the diversity of homes being offered
within the city while adding an affordable and attractive place to live.
We have, been*,diligeritlyr working with City staff for the last several months on -die development
so that it will fit not only the site, but create a stronger community. We will create this
community utilizing a front facing home onto Kittredge parkway and the city sidewalk while
a.ccessing the homes with a private driveway to the rear facing over -sized garage. This layout
Will give the project an urban feel and encourage neighbor interaction.
The units themselves are two�story slab on grade hornes featuring just over 2000 square feet-
Seven of the building$ will be duplex units with windows on three sides of the home and a front
porch with a unique side front entry giving them a classic street elevation. One building Is
proposed as a three unit building.. Each unit Will have a main floor study and 3 bedrooms
upstairs as well 3 baths and a second story laundry room. The exteriorwill feature stacked
Stone with a timeless lap siding, or shakes and board and baton elevation.
The development will have a Home Owners Association maintained yards as well as provide
snowplowing and maintenance for the private driveway.
0n the eastsidep the sketch plat wbl feature two different Units. The majority are set up for a
rambler style product with approximately 1250 square feet on the main floor, some will also
feature basements. These lots could also accommodate the two-story homes from the
IM'stside_ All units will feature similar exterior styling. The second type of townhomp is a tf rpe-
stgry row home with approximately 1600 square feet finished. 1 believe by offering 3 styles of
townhomes we will be able to serve several different demographics of buyers with a quality
.product at an affordable price.
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St,V' r]iss
Kroiss Design +Build
Qt$ego Finest Homes LLC
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SHEET INDEX
CO -1 Cover Sheet
C1-1 Existing Conditions
Cl -2 Demolition Plan
C2-1 Overall Site Plan
C2-2 Site Plan West Side
C3-1 Grading Plan
C3-2 Stormwater Pollution Prevention Plan (SWPPP)
C3-3 Stormwater Pollution Prevention Plan Notes
C4-1 Overall Utility Plan
C4-2 Sanitary Sewer & Watermain Plan & Profiles
C4-3 Sanitary Sewer & Watermain Plan & Profiles
C5-1 Street & Storm Sewer Plan & Profiles
C5-2 Street & Storm Sewer Plan & Profiles
C5-3 Street & Storm Sewer Plan & Profiles
C8-1 Civil Details
C8-2 Civil Details
C8-3 Civil Details
L1-1 Landscape Plan
1-2-1 Landscape Details
OTSEGO, MINNESOTA
PLANS FOR:
SITE, GRADING, SANITARY SEWER, WATER MAIN,
STORM SEWER AND STREET CONSTRUCTION
VICINITY MAP
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DEVELOPER
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■■LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
—.loucksinacom
5605 ZUMBRA DRIVE TEL: 612-802-2600
EXCELSIOR, MN 55331 EMAIL: STEVE. KROISS@ICLOUD.COM r
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RONALD J. WAGNER, P.E.
OTSEGO CITY ENGINEER
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ,�
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002
AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND
WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE
THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE
OWNER.
UTA I C:
CALL BEFORE YOU DIG!
Gopher State One Call
TWIN CITY AREA: 651-454-0002
TOLL FREE: 1-800-252-1166
08/27/20 CITY SUBMITTAL
PROFESSIONAL SIGNATURE
V`
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COVER SHEET
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DatE�
DEMOLITION PLAN
Loucks Project No.
18415
Project Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
CO -1
COVER SHEET
CI -1
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C1-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
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C3 -2-C3-3
SWPPP&NOTES
C4-1
OVERALL UTILITY PLAN
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WATERMAIN PLAN
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SEWER PLAN
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CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
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PINE
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NOTE:
EXISTING CONDITIONS
INFORMATION SHOWN IS FROM
A ALTA/NSPS LAND TITLE
SURVEY PREPARED BY LOUCKS,
DATED AUGUST, 2020.
0oLoucKs
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
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08/27/20 CITY SUBMITTAL
Loucks Project No. 18415
Project Lead VJV
Drawn By ZHW
Checked By VJV
Review Date 08/27/20
COVER SHEET
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
GRADING PLAN
SWPPP & NOTES
OVERALL UTIUTY PLAN
SANITARY SEWER &
WATERMAIN PLAN
STREET & STORM
SEWER PLAN
CIVIL DETAILS
LANDSCAPE PLAN
LANDSCAPE DETAILS
CO -1
C1-1
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LINES.
,
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ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
COVER SHEET
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
GRADING PLAN
SWPPP & NOTES
OVERALL UTIUTY PLAN
SANITARY SEWER &
WATERMAIN PLAN
STREET & STORM
SEWER PLAN
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LANDSCAPE PLAN
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i■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
Www.loucksinc.com
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08/27/20 CITY SUBMITTAL
GENERAL NOTES
8
POWER POLE
M
1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER
5. IN ACCORDANCE WITH GENERALLY ACCEPTED
SHALL BE RESPONSIBLE FOR ALL PERMITS AND
4J
ELECTRIC METER
"GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE
NOTIFICATIONS AS REQUIRED.
GRADING, EXCAVATION OR UNDERGROUND WORK.
SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS
49
GAS METER
ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
l O.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED
®
TELEPHONE PEDESTAL
1 nere6y "e.riry onao
d,8 Pbn,:Pear�avo,.D,r,.az
2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND
PROPERTY DURING THE PERFORMANCE OF THE WORK
PER THE REQUIREMENTS OF THE CITY. ALLTRAFFIC
dby ,pa pr
-de. my di,aaa dmac
ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC
THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT
Q
CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND
'_'
SIGN
a
1 am . d"ty LKe�ed Prore.em„:,e de, lne
laws pf d,e Syare of Minnewgl`V_
FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION
BE LIMITED TO NORMAL WORKING HOURS.
SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE
BENCHMARK
`
ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS.
6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO
MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE
6p
44-
SOIL BORING
�
�I. as 0eu-PF
CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS
ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS
O
PARKING STALL COUNT
O
Lice �&i
Dat
41352
3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS
NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF
THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES
NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC
AT ALL TIMES.
&
ACCESSIBLE PARKING STALL
III I`I 0 30 60
=
PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS
IN, OR NEAR THE CONSTRUCTION SITE.
-»-
STORM SEWER
zl I
411I
PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE
11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND
III
Loucks Project No. 18415
FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING
7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR
PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED
�>-CIT-
DRAINTILE
---»-�T
SCALE IN FEET
Project Lead
VJV
DUNG THE CONSTRUCTION PHASE OF THIS PROJECT.
SHALL INSTALL EROSION AND SEDIMENTATION CONTROL
AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY�_
Drawn By
ZHW
MEASURES IN ACCORDANCE WITH NPDES PERMIT
OWNERS. STRUCTURES BEING RESET TO PAVED AREAS
->-
SANITARY SEWER
Checked By
VJV
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE
MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC
-Ta-
FORCEMAIN
Review Date
08/27/20
AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS
AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON
LOADING.
- I
WATERMAIN
- 1 -
BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,
THE DETAIL SHEET(S) OF THE PROJECT PLANS.
NOTE:
FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF
12.THE CONTRACTOR MUST HAVE A CITY LICENSE.
-s-
SANITARY SEWER SERVICE
-�-I-
EXISTING CONDITIONS
COA
COVER SHEET
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE
8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE
-w-
WATER SERVICE
- I - I -
C1-1
EXISTING CONDITIONS
DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO
THE RESPONSIBILITY OF THE CONTRACTOR.
13.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO
INFORMATION SHOWN IS FROM
C1-2
DEMOLITION PLAN
PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM
TO THE APPROPRIATE MINNESOTA DEPARTMENT OF
9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS
WORKING WITHIN CITY ROW.
-CLC-
UNDERGROUND ELECTRIC
C�
AALTA/NSPS LAND TITLE
C2-1 - C2-2
SITE PLAN
TRANSPORTATION STANDARDS.
SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE
-Fo-
UNDERGROUND FIBER OPTIC
m
SURVEY PREPARED BY LOUCKS,
C3-1
C3 -2-C3-3
GRADING PLAN
SWPPP&NOTES
STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR
sAs-
UNDERGROUND GAS
was
DATED AUGUST, 2020.
C4-1OVERALL
UTILITY PLAN
-TCL-
UNDERGROUND TELEPHONE
-TEL
C4 -2-C4-3
SANITARY SEWER&
-ce-
OVERHEAD UTILITY
WATERMAIN PLAN
PARKING SUMMARY
-x-■-
FENCE
-aL-w-
CS -1 - CS -3
STREET & STORM
SEWER PLAN
-o-o-
CHAIN LINK FENCE-��-
CALL BUM YOU dd
C8-1 -CB-3
CIVIL DETAILS
REQUIRED PARKING CALCULATIONS: 0.5 STALLS/UNIT=0.5(17)=8.5
CONCRETE CURB
Gopher State One Call
L1-1
LANDSCAPE PLAN
REQUIRED PARKING: 9 STALLS
RETAINING WALL
TWIN CITY AREA 651-454-0082
;r�u
12-1
LANDSCAPE DETAILS
PARKING PROVIDED: 22 STALLS
TOLL FREE 1-600-252-1166
0
CONCRETE
•0�:'
®
NO PARKING
BUILDING
I
WARNING:
\ �9T�'
CONTOUR
�.9T
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL ESI5TING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
SITE PLAN
.912.5
SPOT ELEVATION
x972.5
COFIPANIE5 IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
109,
LINES.
WEST .
<-1•�--
DIRECTION OF FLOW
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
TREE LINE
1-l1
651-454-0882 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
PARKING SETBACK LINE
SBL
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
BUILDING SETBACK LINE
-BSB-
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
-21
GRADING, DRAINAGE & EROSION CONTROL NOTES
1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, B. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.
FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION
PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR
ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASE OF THIS PROJECT.
3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF
PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE
WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS
ESTABLISHED. VERIFY WITH LANDSCAPE PLAN.
4. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW
(REPORT NO. XX), DATED MARCH XX, 2020 AS PREPARED BY XX FOR AN
EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION
RECOMMENDATIONS.
5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS
OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR
AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE
ESTABLISHED.
6. DUST MUST BE ADEQUATELY CONTROLLED.
7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
10. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM
prepared by ma or under myss —1"w'
d that
-- — — —
— — — — — — —
— —\ rr —
LEGEND
San Dell- PE
\
EXISTING
GAS METER
PROPOSED
11. THE CONTRACTORALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY
CATCH BASIN
18415
®
STORM MANHOLE
OO
TELEPHONE PEDESTAL
FLARED END SECTION
-44
Q
SANITARYMANHOLE
0
12. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE
HYDRANT
f
N
GATE VALVE
14
®
POST INDICATOR VALVE
•m
G
WATER MANHOLE/ WELL
•
0
LIGHT POLE
lIl
Y
POWER POLE
if
10. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM
prepared by ma or under myss —1"w'
d that
I em a duly Ucensed Pfofe
THE CITY THAT THE STREETS NEED TO BE SWEPT.
®
ELECTRIC METER
San Dell- PE
C3-1
CC
GAS METER
SWPPP & NOTES
11. THE CONTRACTORALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY
Loucks Project No.
18415
Project Lead
PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY
OO
TELEPHONE PEDESTAL
Checked By
CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA.
-P
SIGN
T
12. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE
�
BENCHMARK
LANDSCAPE DETAILS
BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS
S
SOIL BORING
BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING
OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT
O
PARKING STALL COUNT
O
THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED.
ACCESSIBLE PARKING STALL
&
13. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA
—»—
STORM SEWER
—
NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF>—DT—
DRAINTILE
SHALL BE BE ESTABLISHED WITHIN THE TIME REQUIRED.
—>—
SANITARY SEWER
14. GRADES SHOWN ARE FINISHED GRADES.
Eu—
FORCEMAIN
—Fr -
15. FINAL GRADING TOLERANCES ARE +/A.1 FEET TO FINISH GRADES.
— 1 —
WATERMAIN
—1-
-s—
SANITARY SEWER SERVICE
16. LOTS LOTS MUST BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL
—W—
WATER SERVICE
—1—F—
HOUSES.
—ELE—
UNDERGROUND ELECTRIC
—E18-
-ra—
UNDERGROUND FIBER OPTIC
Fa
cAs
UNDERGROUND GAS
--crs--
-TEL—
UNDERGROUND TELEPHONE
—m-
-on—
OVERHEAD UTILITY
—x—x—
FENCE
—%—K-
-o—o—
CHAIN LINK FENCE
CONCRETE CURB
RETAINING WALL
0
CONCRETE
®
NO PARKING
BUILDING
I
�9T1/
CONTOUR
.sTzs
SPOT ELEVATION
x972.5
1.01y.
—
DIRECTION OF FLOW
TREE LINE
PARKING SETBACK LINE
BUILDING SETBACK LINE
�SH�
V)
1111111 0 30 60
4IIIIIIIIIII SCALE IN FEET
NOTE:
EXISTING CONDITIONS
INFORMATION SHOWN IS FROM
A ALTA/NSPS LAND TITLE
SURVEY PREPARED BY LOUCKS,
DATED AUGUST, 2020.
u
WARNING:
CALL BEFORE YOU Dlq
Gopher State One Call
TWIN CIN AREA: 651-454-0002
TOLL FREE 1—BOG-252-1166
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXIMNG UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COhIPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0802 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, h1ANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRA SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
0mLOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
adv a b. Nb
acrthmpa� ,odr
tlu: �o Nu pmjen These UOD 41es sM1aA nor be uud
- , aaeiaw to Nis pro . a. b, comnle�il ,
n- Pmw,M1by eNm .:Mwrt .. ord by t�
NaPn on Js aPOrnal.a -s
a m ebwm r e ehoD a,a,.ins aw a
;�a�aaon .•e ,era,on,o odr. al mk,ea,d
tlekaam :o Neac GDD aas snap h
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w ade,ion aml Mn wiro znall M1da Fa�Mrn and mdemmiry Ne
Gnsulunt ho q rcywnvb�lrtrts. ddmx antl liaEi4aes.
08/27/20 CITY SUBMITTAL
MEN
I hereby certify thatthis pla•, apecioon az
prepared by ma or under myss —1"w'
d that
I em a duly Ucensed Pfofe
she
laws of the Stare of Minnes�oLta
Ki P,
C2-1 - C2-2
San Dell- PE
C3-1
Lice dlZ
Dat
41352
SWPPP & NOTES
C4-1
Loucks Project No.
18415
Project Lead
VJv
Drawn By
ZHW
Checked By
VJv
Review Date
08/27/20
00-1
COVER SHEET
C1-1
EXISTING CONDITIONS
C7-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3-2 - C3-3
SWPPP & NOTES
C4-1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
C5-1 - C5-3
STREET & STORM
SEWER PLAN
CB -1 -CB -3
CIVILDETAILS
L1-1
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L2-1
LANDSCAPE DETAILS
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08/27/20 CITY SUBMITTAL
, I
i■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
-Ioucksinc.com
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WATERMAIN
-t-
NOTE:
-s-
SANITARY SEWER SERVICE
-I-I-
EXISTING CONDITIONS
00-1 COVER SHEET
-w-
WATER SERVICE
-L-I-
C1-1 EXISTING CONDITIONS
INFORMATION SHOWN IS FROM
C1-2 DEMOLITION PLAN
-eLL-
UNDERGROUND ELECTRIC
A ALTAINSPS LAND TITLE
C2 2 SITE PLAN
-o-
-��--
UNDERGROUND FIBER OPTIC
UNDERGROUND GAS
-Fty-
DAa
SURVEY PREPARED BY LOUCKS,
C3-1GRADING PLAN
C3 -2-C3-3 SWPPP &NOTES
SC4-1
DATED AUGUST, 2020.
OVERALL UTILITY PLAN
1EL-
UNDERGROUND TELEPHONE
-rEL-
C4 -2-C4-3 SANITARY SEWER&
-a+--
OVERHEAD UTILITY
tet-
WATERMAIN PLAN
C5-1 - C5-3 STREET & STORM
-x-x-
FENCE
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SEWER PLAN
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CHAIN LINK FENCE
CMI. Y00 DIGI
"-1c"CIVIL DETAILS '
CONCRETE CURB
Gopher State One Call
1-7-1 LANDSCAPE PLAN
m
RETAINING WALL
rMN CITY AREA: 651-454-000z
TOLL FREE 1-600-252-1166
-1 LANDSCAPE DETAILS
CONCRETE
0
3
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NO PARKING
BUILDING
I
WARNING:
CONTOUR
�.9T2�\
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
x9725
SPOT ELEVATION
X972.5
COhIPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF
1.0%
LINES.
DIRECTION OF FLOW
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
TREE LINE
rl"!1
651-454-0002 AT LEAST 46 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, h1ANHOLES,
PARKING SETBACK LINE
-f 6BL
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
BUILDING SETBACK LINE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
3
SWPPP NOTES
TEMPORARY ROCK CONSTRUCTION ENTRANCE
EA
1
PREFABRICATED CONCRETE WASHOUT
1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A TWIN HOME
A.
FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON
THE 2 -YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER
CONTROLS ARE PROVIDED(SECTION 16.4).
RESIDENTIAL DEVELOPMENT, PRIVATE STREET, UTILITIES, & STORM WATER TREATMENT
SY
ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE.
ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE
C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN
AREAS.
B.
TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT.
CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF
THREE (3) FEET OF FINAL GRADE), THE PERMITTEES) MUST EMPLOY RIGOROUS
SITE MANGER
SEWER PLAN
CB -1 - CB -3
SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY
EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO
2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS
L2-1
LANDSCAPE DETAILS
SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT
KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION
FOLLOWS:
15. INSPECTIONS
CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS,
ED OFF AND MARKED 50 THAT HEAVYAREA. THE ARTA MUST BE STAKED
AK
A.
INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY
ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE
CONSTRUCTION VEHICLES EQUIPMENT WILL NOT COMPACT THE SOIL IN
1. INSTALL VEHICLE TRACKING BMP
REPRESENTATIVE IS REQUIRED.
ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL
THE PROPOSED INFILTRATION AREA.
2. INSTALL SILT FENCE AROUND SITE
3. INSTALL PROTECTIVE FENCE AROUND STORMWATER TREATMENT AREAS
B.
EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS
8E STABILIZED.
C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE
D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE
4. CLEAR AND GRUB SITE
FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT.
WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO
PERMITTEES) MUST USEA PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER
5. STRIP AND STOCKPILE TOPSOIL
C.
STABILIZED AREAS: ONCE EVERY 30 DAYS
AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH
STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT
6.REMOVE PAVEMENTS AND UTILITIES
D.
FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING
THE REQUIREMENTS OF THIS PERMIT.
CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES
7. CONSTRUCT STORMWATER MANAGEMENT BASINS
8.INSTALL SILT FENCE AROUND BASINS
CONSTRUCTION.
D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT
INTO THE INFILTRATION OF FILTRATION SYSTEM.
9. ROUGH GRADE SITE
E.
INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS
BE PERMITTED TO DISCHARGE FROM SITE.
30. POST CONSTRUCTION
10. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE
AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE
11. INSTALL UTILITIES AND TIME OF ACTION, NAME OF PERSONS) CONDUCTING WORK, FINDING OF
12. INSTALL SMALL UTILITIES (GAS, TELEPHONE, ELECTRIC, CABLE, ETC.) INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND
13. INSTALL BUILDING FOUNDATIONS AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR
14. INSTALL CURB AND GUTTER PERIOD. -
15. INSTALL PAVEMENTS AND WALKS
16. FINAL GRADE SITE
17. REMOVE ACCUMULATED SEDIMENT FROM BASINS 16
18.SEED AND MULCH
19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED,
REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL
3. SITE DATA:
AREA OF DISTURBANCE: 2.13± AC
PRE -CONSTRUCTION IMPERVIOUS AREA: 0.00 AC
POST -CONSTRUCTION IMPERVIOUS AREA: 1.11 AC
GENERAL SOIL TYPE: SEE GEOTECHNICAL REPORT
4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS,
STAKES, SIGNS, SILT FENCE, ETC BEFORE CONSTRUCTION BEGINS.
5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE
STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR
BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE.
6. ON SLOPES 3:1 MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE
LENGTHS CAN NOT BE GREATER THAN 75 FEET.
OEMDENOTES SLOPES 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION
CONTROL BLANKET
7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF
POTENTIAL DISCHARGE ARE STABILIZED.
8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN
NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS.
TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR
ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES,
DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.
MINIMUM MAINTENANCE
A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN
NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS
B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2
STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF
DISCOVERY.
C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS
D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24
HOURS.
E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL
EVENTS GREATER THAN & IN 24 HOURS
17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE
RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE
PERMITTEES) WHO HAVE OPERATIONAL CONTROL OF THE SITE.
18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE
SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND
MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND
PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE
RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION.
19. SWPPP MUST BE AMENDED WHEN:
.A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR
SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE
B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS
EXCEEDING WATER QUALITY STANDARDS.
C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES
OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT.
20. CONCRETE WASHOUT AREA
A. CONCRETE WASH-OUT 15 NOT ALLOWED ON-SITE.
B. CONCRETE WASH-OUT AREA TO BE PROVIDE ON CONCRETE VEHICLE.
9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION
WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER.
BMP'S.
10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA
DISPOSAL REQUIREMENTS.
11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TOA DEFINED
AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED.
12. NO ENGINE DEGREASING IS ALLOWED ON SITE.
13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS
RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT.
THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A
PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN
SECTIONS 3,4,6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE
OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT.
14. TERMINATION OF COVERAGE -PERMITTEES) WISHING TO TERMINATE COVERAGE MUST
SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA ALL PERMITTEE(S) MUST
SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING
CONDITIONS HAVE BEEN MET:
22. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY
DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.
23. FINAL STABILIZATION
FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN
COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY UNIFORM PERENNIAL
VEGETATIVE COVER WITH 70-1. OF THE EXPECTED FINAL DENSITY, AND THAT ALL
PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE
REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM
PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE
POND TO DESIGN CAPACITY.
24. TEMPORARY SEDIMENTATION BASINS
A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE
OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A
COMMON LOCATION.
B. TEMPORARY SEDIMENTATION BASINSARE REQUIRED PRIORTO RUNOFF
LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10
OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE
BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER
ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY
SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO
ESTIMATED QUANTITIES I RECEIVING WATERS
DESCRIPTION UNIT QUANTITY
TEMPORARY ROCK CONSTRUCTION ENTRANCE
EA
1
PREFABRICATED CONCRETE WASHOUT
EA
N.A.
SILT FENCE (STANDARD)
LF
2270
EROSION CONTROL BLANKET
SY
18
INLET PROTECTION
EA
7
STAGE 2 SILT FENCE
LF
670
25. DEWATERING AND BASIN DRAINING
A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN
DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT
SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE
TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF
THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE
TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE
CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS
SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY
DISSIPATION PROVIDED.
B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE
DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS,
EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR
INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE
WETLAND.
C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL
BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING OF THE
TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES
NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY
SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWERAUTHORITY.
26. POLLUTION PREVENTION
A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS
MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN
EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.
B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS,
AND LANDSCAPE MATERIALS MUST BE UNDER COVER.
C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT
VANDALISM.
D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE
WITH MINN. R. CH 7035.
E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL
NOT BE TIPPED OR KNOCKED OVER SANITARY WASTE MUST BE DISPOSED OF
PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041.
F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY
AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE
PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE
AT ALL TIMES TO CLEANUP DISCHARGED MATERIALS AND THAT AN
APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED
MATERIALS.
27. DESIGN CALCULATIONS
TEMPORARY & PERMANENT STORPAWATER TREATMENT ARE DESIGNED TO MEET MPCA
GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE
HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPPP
DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION.
28.
ALL REQUIREMENTS LISTED IN SECTIONS 5-7,14,16-19,21,24 OF THE PERMIT FOR
DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE
HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPPP. THESE INCLUDE BUT ARE
NOT LIMITED TO:
A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF
PRECIPITATION.
B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE.
C. PEAK FLOW RATES AND STORMWATER VOLUMES TO MINIMIZE EROSION AT
OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION.
D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE.
29. CONSTRUCTION OF FILTRATION BASINS
A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH
MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS
ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID.
B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY
STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT
TYPE
NAME OF WATER BODY WAT RF SPECIAL IMPAIRED SPECIAOL
BODY WATER WATER WATER
CERTIFICATION
UNivmsrrY op Mmnsm
Zachary H. Webber
Design of Construction SWPPP (May 31 2021)
THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'5
PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15
SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED
BY THE PROJECT. SEE SECTION 15 FOR MORE INFORMATION ON INFILTRATION
DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS.
31. RESPONSIBILITIES
A. THE OWNER MUST IDENTIFY CONTRACTOR WHO WILL OVERSEE THE SWPPP
IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND
MAINTENANCE:
B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR
LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT
STORMWATER MANAGEMENT SYSTEM:
32. TRAINING REQUIREMENTS
THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS
PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING
REQUIREMENTS.
1. WHO MUST BE TRAINED:
A. INDIVIDUALS) PREPARING THE SWPPP FOR THE PROJECT
B. INDIVIDUALS) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR
AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING
INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUAL(S) MUST BE
AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON
REQUEST BY THE MPCA.
C. INDIVIDUALS) PERFORMING OR SUPERVISING THE INSTALLATION,
MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A
PROJECT MUST BE TRAINED IN THESE JOB DUTIES.
2. TRAINING CONTENT:
THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE
WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD
TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST
ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR
AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE
JOB DUTIES DESCRIBED IN SECTION 21.26 AND SECTION 21.2C.
33. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL,
STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN
EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER
MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER
PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS
STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT.
TITLE
NAME
COMPANY
PHONE NUMBER
OWNER
STEVE KROISS
OTSEGO FINEST HOMES, LLC
SITE PLAN
PROJECT MANAGER
VICKI VANDELL
LOUCKS
763496-6720
ENGINEERSWPPP
ZACHARYWEBBER
LOUCKS
763496-6753
CONTRACTOR
PENDING
C5-1 - C5-3
STREET & STORM
SITE MANGER
SEWER PLAN
CB -1 - CB -3
CIVIL DETAILS
L1-1
LANDSCAPE PLAN
L2-1
LANDSCAPE DETAILS
MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798
SPECIAL & IMPAIRED WATERS MAP
i■LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
UDD 11- -1- by <heamok•. hr Nu p.I- •ra
ms of tlb Cawham yo1uM<a b.. w1*
eaa CAO. 11. ehaB nar be uM
.r�omvPK mmuP .w.d.lro
or m: P;ajectaby,mlwRaw�n .nna eP a.al M ma
. ma mfe *. Nl Wm
M tl�.x px1 Snell hdd --and kdemnilr aw
wnwka,�rAm ara,o rawamm�wM,,unm, •.a h.ulrc".
08/27/20 CITYSUBMITTAL
PROFESSIONAL SIGNATURE
.'e. . .
LiceV`
an Dell- PE
41352
DatAr_r��r
Loucks Project No. 18415
Project Lead VJV
Drawn By ZHW
Checked By VJV
Review Date 08/27/20
00-1
COVER SHEET
C1-1
EXISTING CONDITIONS
C1-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3 -2-C3-3
SWPPP &NOTES
C4-1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERNIAIN PLAN
C5-1 - C5-3
STREET & STORM
SEWER PLAN
CB -1 - CB -3
CIVIL DETAILS
L1-1
LANDSCAPE PLAN
L2-1
LANDSCAPE DETAILS
, ce
0.49:
Poe 9465 ��
W
_ PoM=959
INV -955
INV•954
INV�931
0+00
I 960.6~-
1
J--�B--LU9Y5--liw.•s
W95391 » MW95
SLNOR
RM.959.53 W.9511W
[--A' J Vn955.51
—
—as
UTILITY NOTES
1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS
OF THE SPECIFICATIONS,THE CITY OF NEW HOPE, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION.
2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED
PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT.
3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL
JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION
ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK
IMPACTING PUBLIC UTILITIES.
4. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES
FROM THE WATERMAIN UNLESS OTHERWISE NOTED.
5. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO
MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD
ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF
WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED.
6. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
7. PROPOSED PIPE MATERIALS:
WATERMAIN DIP CL 52 6" TO 8" DIAMETER
SANITARY SEWER PVC SDR 35 & SCH 40 4" TO 8" DIAMETER
STORM SEWER RCP 15" TO 21- DIAMETER
8. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED
AREAS 0.16 FEET OR 2 -INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN.
9. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL
BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS
AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE
PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY.
10 -THE CITY SHALL OPERATE ALL GATE VALVES.
I I.PIPE LENGTHS SHOWN ON THE PLAN DO NOT INCLUDE THE APRON SECTION.
J /
/ p
SMN �
INV=994JA0 47.49 NY
INVe
UTILITY STRUCTURE SCHEDULE
STRUCTURE NO.
CASTING
MANHOLESIZE
STMH 100
R-1642
48"
STMH 101
R-1642
48"
STIYIH 102
R-1642
48"
STMH 103
R-1642
60"
FES 104
MV=45885■
I V�959.53
15r'
STMH 105
R-1642
48"
OCS 106
SEE DETAIL
48"
FES107
f
12"
STMH 108
R-1642
48"
OCS 109
SEE DETAIL
48"
FES 110
•
12"
------------n
prepared by me or order my dirccz
d that
1 am a duly Ucerued Pr"kuiP
laws "f tha Stata of MinnewE�ta
NY�956.55y1
\
LEGEND
C2-1 -C2-2
Lice ���
EXISTING
Datj
PROPOSED
00
CATCH BASIN
03
®
STORM MANHOLE
MV=45885■
I V�959.53
1
FLARED END SECTION
Review Date
0
SANITARY MANHOLE
CB -1 - CB -3
0
HYDRANT
f
M
GATE VALVE
M
®
POST INDICATOR VALVE
env
®
WATER MANHOLE/WELL
•
10
LIGHT POLE
!II
0
POWER POLE
X
(D
ELECTRIC METER
®
GAS METER
I]
TELEPHONE PEDESTAL
SIGN
a
{�
BENCHMARK
B-
SOIL BORING
OPARKING
STALL COUNT
Oy
ACCESSIBLE PARKING STALL
`�
—»—
STORM SEWER
---0—
—a>—BT—
DRAINTILE
—»—nT-
->—
SANITARY SEWER
—+-
-Fu—
FORCEMAIN
—�31-
- I —
WATERMAIN
— I -
-s—
SANITARY SEWER SERVICE
—�—�-
-w—
WATER SERVICE
—1-1—
—ELE—
UNDERGROUND ELECTRIC
ESE
—Fo—
UNDERGROUND FIBER OPTIC
—845—
UNDERGROUND GAS
AAs
—TEL—
UNDERGROUND TELEPHONE
—TFL-
-at--
OVERHEAD UTILITY
—oll-
-x—x—
FENCE
--1L—if-
-o—o—
CHAIN LINK FENCE
—��—
CONCRETE CURB
RETAINING WALL
.`'.0
CONCRETE
0
®
NO PARKING
BUILDING
_9,0.—
CONTOUR
x9723
SPOT ELEVATION
X972.5
1�
�-�--
DIRECTION OF FLOW
TREE LINE
PARKING SETBACK LINE
�5a1
BUILDING SETBACK LINE
s
O
4IIIII�II�INI� 0 30 60
IIIIII� SCALE IN FEET
NOTE:
EXISTING CONDITIONS
INFORMATION SHOWN IS FROM
A ALTA/NSPS LAND TITLE
SURVEY PREPARED BY LOUCKS,
DATED AUGUST, 2020.
WARNING:
CALL BEFORE YOU -101131
Gopher State One Call
TWIN CITY AREA 651-454-0002
TOLL FREE 1-80D-252-1186
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN NIA1NTAINING THEIR SERVICE AND / OR RELOCATION OF
UNES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651454-0082 AT LEAST 46 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN UAWGEU
DURING CONSTRUCTION AT NO C05TTO THE OWNER.
i■LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
niJ—a eoa>m TMar"W",aly mrx m°tee>neiNy
w n,eapen hh igen e , N>aall"mbea-
I nalen", —,W-
- -I b
f Mu P2 aaab1P"IM1e�a nnhai" .nr en a"al y
4n.JanJnt wiN he war is a l �"rs may rM
a�P fADD tla.�ng -1 1"
mkrm>Joe a"E6mhmn�coa. Al Ime". D aame"JProI
d—, :" IM1n" G�DD 6M .M1.II h
e f"IId, W of Jar Pam me4iy wchmbl"m, addnions
c0-1-"aat P 11 ah>I— Mmd"s ad lMemMytM1e
mtln>mrro.a aay5>II rr:Pann611mM. am„,"""aM1.e"aaa.
08/27/20 CITY SUBMITTAL
I hereby certify that thiz plan, specifirt was
prepared by me or order my dirccz
d that
1 am a duly Ucerued Pr"kuiP
laws "f tha Stata of MinnewE�ta
der the
Van Dell- PE
C2-1 -C2-2
Lice ���
41352
Datj
••
• •
Loucks Project No.
18415
ProjeR Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
CO -1
COVER SHEET
C1-1
EXISTING CONDITIONS
C1-2
DEMOLITION PLAN
C2-1 -C2-2
SITE PLAN
C3-1
GRADING PLAN
C3-2- C3-3
SWPPP & NOTES
C4-1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
C5-1 - C5-3
STREET & STORM
SEWER PLAN
CB -1 - CB -3
CIVIL DETAILS
L1-1
LANDSCAPE PIAN
L2-1
LANDSCAPE DETAILS
HORIZONTAL SCALE 1"=30'
VERTICAL SCALE 1"=5'
� u
sun _
< < < < NV=996292 —
�J /
i
� A
N 11.122 E
IINuv 9T'62 N
i 7.60 N
PRIVATE DRIVE
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O
NOTES
1. STATIONING ON PROFILES REFER TO
STREET CENTERLINES. STATIONING FOR
SANITARY & WATER SERVICES REFER TO
DISTANCE FROM DOWNSTREAM
MAHOLES.
2. I" COPPER WATER SERVICES MAY BE
INSTALLED IN THE SAME TRENCH
PARALLEL WITH THE 4" PVC SANITARY
SERVICES ON A BENCH A MINIMUM OF
18 INCHES ABOVE THE TOP OF
SANITARY SEWER SERVICES.
3. WATERINAIN SHALL HAVE TRACER WIRE
INSTALLED PER CITY DETAIL.
DENOTES 8' x 8' INSULATION
0 30 60
flail °��I
III SCALE IN FEET
NOTE:
EXISTING CONDITIONS
INFORMATION SHOWN IS FROM
A ALTA/ NSPS LAND TITLE
SURVEY PREPARED BY LOUCKS,
DATED AUGUST, 2020.
"LLL BEFORE YW 1101
Gopher State One Call
TWIN CITY AREA: 551-454-0002
TOLL FREE: 1-800-252-1166
WARNING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
CONIPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 4B HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, ALANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OW NER.
o LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
0 fil"s p e nred b m. Cw.."he"t fw Ab
j—
CITY SUBMITTAL
I hereby <erdfy roar th6 PH•. zPadf¢atlon pd
premared by m "oder my d re zu a
chat
ender
I a a Y usdul U ed Profesi one E
Hrvs of the Saate of M'nnesoc i
M1e
-
C2-1 - C2-2
.Vanoell-PE
Lice dW
Dat
41352
Loucks Project No.
18415
Project Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
CO-1COVER
SHEET
C1-1
EXISTING CONDITIONS
Ci -2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3 -2-C3-3
SWPPP&NOTES
C4-1
OVERALL UTILITY PLAN
C4-2- C4-3
SANITARY SEWER &
WATERMAIN PLAN
CS -1 - C5-3
STREET & STORM
SEWER PLAN
CB -1 - C8-3
CIVIL DETAILS
11-1
LANDSCAPE PLAN
L2-1
LANDSCAPE DETAILS
HORIZONTAL SCALE Ie=30'
VERTICAL SCALE 1'=5'
V
J
WATERMAIN CONNECTION
.......................
.........................
.........................
.........................
975.
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c.�. c..........:............................. ..
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EX. MH TO MH 2
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ry m w .........:..................................ro
Ira ++r M..........:..........................:
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CIVIL DETAILS
•..........................:.......
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........................
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955.................
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SLEEVE SANITARY PIPE
......
:......... :
BETWEEN UNIT
.........................
945 . .................
....... ..........:.........................:................... ...... :..........................
:........................ ..:............�9NSTRu�T MRIYH4L E OVER.......:..................
945
EXISTING SAIAITARY SEWER LINE
.........................:..........................:.............iFIELD
VERIFY INVERTI.................:..........................
-0+50 0+00 1+00 2+00
NOTES
1. STATIONING ON PROFILES REFER TO
STREET CENTERLINES. STATIONING FOR
SANITARY & WATER SERVICES REFER TO
DISTANCE FROM DOWNSTREAM
MAHOLES.
2. 1"COPPER WATER SERVICES MAY BE
INSTALLED IN THE SAME TRENCH
PARALLEL WITH THE 4" PVC SANITARY
SERVICES ON A BENCH A MINIMUM OF
18 INCHES ABOVE THE TOP OF
SANITARY SEWER SERVICES.
3. WATERMAIN SHALL HAVE TRACER WIRE
INSTALLED PER CITY DETAIL.
® DENOTES 8'x 8' INSULATION
0 30 60
SCALE IN FEET
NOTE:
EXISTING CONDITIONS
INFORMATION SHOWN IS FROM
A ALTA/NSPS LAND TITLE
SURVEY PREPARED BY LOUCKS,
DATED AUGUST, 2020.
WARNING:
CALL BEFORE YOU Dlq
Gopher State One Call
p
THIN CITYFRE AREA. 651-454-0002 11 66
TOLL FREE: 1-800-252-1166
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN &1AINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
0mLOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
rAnDIp P epa,ed M ,ne Cm,vlovt fw ,hi, pmle° are
Imwm nxR c"m"x.m w"ra,a;�4 xmirm m. ur.,vlah
ero�i„°re'� M�ou.a �;mo-s „amu .vl„oMd M ma
�c re "„mar, an oa
"blem wp;e .v CAO Mving fJev b,
lamauon1ane mMvm" Wv. All ivtevxaval m u�in,evu"nal
Nmc eoo naa ,Hall be
aa.ao..,.nu a.t pa„y a n.ni�"al�.aa ma.m.ih m"
C"nsuhant M1vm vny A•Pmvm-Ivuil'rtes. daim,. antl liabilities.
CITY SUBMITTAL
son —=1111
I hereby cert,Fy that Nis pl., apeci6c z
ared under direaz a od Nat
P
by me or my
I e a du Lkersed Pmfeszi"n E ander Ne
a
laws of Ne State of Minnemta
ON 41352 oeu-PE
Lice � 41352
Dat
Loucks Project No. 18415
Project Lead WV
Drawn By ZHW
Checked By VJV
Review Date 08/27/20
00-1
COVER SHEET
C1-1
EXISTING CONDITIONS
C1-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3 -2-C3-3
SWPPP&NOTES
C4-1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
CS -1 - CS -3
STREET & STORM
SEWER PLAN
CB -1 - C8-3
CIVIL DETAILS
Lt -1
LANDSCAPE PLAN
L2-1
LANDSCAPE DETAILS
I
I
DRAINTILE CLEANOUT
I
54.95-W
I
ce
I - s4�gg9yyapp.
NV�95a.15 W
INV.954.]On
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_ J J NURP BASIN I I I ' -
BIOFILTRATION BASIN _ r NWL=959.50 I _
95
BTM =4.50 96 l I
RAIN GUARDIAN TURRET i 1 I
�i-� BTM=959.0
RIM
2 -YR HWL=960.14
J 958= DT/S / INV=960.4 10 -YR HWL=960.53
INV: LL
; -
\�\A-2-YRNV: HW0=959.65 \ RIP RAP TO NWL OF BASIN tODR HWL=961.19 OC 106-YR
10-YR HWL=960.00 \\� �
100 -YR HWL=960.47 RA IN GUARDIAN TURAZ ..-i i• FES 107
RIM=960.6 OLITLOT H
Tx
INV=959.6
P RIP RAP TO BOTTOM OF BASIN
FES 104 S+ .7 I '�
STMH 105 (�
STMH 103
4 96 65
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4/
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15
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M�=859.6° °M
cm
__- - _ _ - _ .59.53E
- - - - - - 1 95569 W
HORIZONTAL SCALE 1'r=30'
VERTICAL SCALE 1'r=5'
PRIVATE DRIVE
i■LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
I
cnDD f rca by sna cauMans br slis proj
mm M MM+eea.♦vlmrnp,afe - 61.s
1. i ssolely
wi n respect le sM1"s pme 1h.x eASU fils>tiel1-
l aor be uM
of rhh p > I chars �.Irhartenmun pp nal by 1Fa
ar aaaeam ena aa. par9 enan hale ha,aue:: aaa maam.�y ma
Comulmnt ham y9all,apaas�bilnin. dal,m, aMf iftles.
08/27/20 CITY SUBMITTAL
>aD
......................... :...........
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975 :
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Ihereby«Nfy tM1at NzPlan, sPe ca ort was
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PT.STA=2+46.29.....:..........................:..........................,.............-.5'i-.^...............................
� to
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aredb m underm direnz dthat
e
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:.
......:..........................:............
......................
mul vt tnN '
...................... .....................
vs Z
.......... ... .....................
lam a duH Ucersed Prpfeas n E oder the
laws of [he 5tateMMin e of io L
......................... '..........
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DENOTES 8'x 8'INSUTATION
970 ..................:.................................................................
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N
8P
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... .....................
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0 30 60
qI I z
•
.........................:.........................:..........................:FINISHED
GRADE
.....................
..................... .....................
.......
.. ................
1I
Loucks Project No. 18415
965
a
965
SCALE IN FEET
Project Lead VJv
.................. r.........m
..�
^! „^,
.....................-...-.........,..................-........-....................♦...............................
a^ EXISTING GRADE
�
�
..........
...................... .....
............ ......................
..................... .....................
.....
_
.. ...............
Drawn By ZHW
+:
,�
'o
o ""
'"
�-
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Checked By VJV
......................... :. ........e
�.
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w .......:..... :... ... ...
.. ........:.......
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......... ............
STMH 108.
.....
...................
...
...Bs+aY.................................. .................
- ......
.....................
Review Date 08/27/20
iirPoN"961.§r.-.-.-.-.-".._.,•.•..._..-......,..�......
......................... :.....
...
. .
..........
................:..........................:.............
.............:.......................
.. .INY=957.75.02%N........:...................................
... .
............... ..........
..................... .....................
..... .....;.. .. :...
...... ....
...............
960
•
96D��.`
.................. : ........:v,
...................
.................. .}......................... .,..........................
{.......................
.. .INV=95].]5(15e)5...........................................
.0...
..... .............
...........
................
EXISTING CONDITIONS
co -1 COVER SHEET
.........................:...................................................<...........................:..........................E.........................
•
.................
121:LF 1S°RCP :
.... ...2D4 LF 1'S^RCP
O
INFORMATION SHOWN IS FROM
C1 z EXIS DEMOLITION CONDITIONS
....... EX.. !B.. R...............................................................................:.............................................................................:...
..........................
@ A56H .......................
................
.. .............
.. ............ ®0:49% ..............
..................... ......................
.......
.....................................
.....................
A ALT NSPS LAND TITLE
C2-1 - C2-2 SITE PLAN
_ NG PLAN
.........................:........
955
............. �..... ....................
.....................................................:..
...:.......................... .... ...
... ......
.....
..... .............
.... ..................... .....................
.......
...............
UC
SURVEY PREPARED BY LO KS,
C3 3
C32- - SWPPPI&NO ES
............................
.................... ..................................
......... ..............
.'........-..............
............................
.... .......................e..........
......................; .............. .........
......
....... ..............i
. ..................955
DATED AUGUST, 2020
C4_1 RALL
OVE UTILITY PLAN
..8'x8'INSULATION,1r+�r+r
..........:.................
.. .............
:...................................................:..........................:.....
...................:..........................................
..................................................
.................
C4-2-C4-3SANITARY SEWER &
....................
:..........................
:.......................
............................
:...............
:
..................................................
.
WATERMAIN PLAN
........................:............................................
....................
.;..........................
............................
......
:......... ..............
........................................................
8'x8'INON'
......
......
................:...................
.. ..............................
CS -1 - C5-3 STREET &STORM
SEWER PLAN
................... .....:...................................................
950
. .........................
r.......................
................. ..........L..........................;...........
..... .............
.... .....................
..................... ...............
950
CALL BEFORE Yql qCl
CB -1 - CB -3 CIVIL DETAILS
IX..to
Gopher State One Call
LLANDSCAPE PLAN
...............................................................................................................................................................................................................
..*t........L2-1
:..
.................. .....................
...
...:.. ..:..
TWIN _
AREA: 651 4-1165 2
LANDSCAPE DETAILS
...............:........................................................................................................:..........................:..........................:......................
......................... :.........................
.......................... .......................... ..........................
..........................
..........................
.....................................................
....................................................y...........
.....................
............ . ...................... .....................
...................... .....................
...................... ..
...................
FRE
TOLL FREE 1-800-252-1166
.........................................
945 i
..... ...............................:............. ......................................
...:..........................
:..........................
:.......................... ........
.......... ........ .....................
...... ................ .............. .... ..........
.... .................... ...............
945
.................. .....-........-...-....................-......................................:..........................:..........................:.-........................:..........................:..........................:..........................:..........................:...........................:..........................:..................
...................................................._....................................................._......................................................................................................................................_.........................._.......................
.....................
..................... ........._..........
WARNING:
STREE
.....................
...................... ......................
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
STORM
...... ...................:..........................:.........................:.....................................................
.....................................................
...................................................
.....................
.....................
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
.........................:..........................:.........................:..........................;..........................;....................................................;..........................
..........................
.
.....................
..................... ......................
IES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
GOES.
.........................:.........................:.........................
:..........................:..........................:..........................
:....... .............
......:.......................... :............................
...............................................................................................................................940
LINES.
�
940
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
c $ -71,-
651-954-0002 AT LEAST 46 HOURS IN ADVANCE FOR THE LOCATIONS OF
'
_
_
_
_
=
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
A+50 0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+50
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
HORIZONTAL SCALE 1 "=30'
VERTICAL SCALE 1"=5'
NURP BASIN
NWL=959.50
BTM=954.50
10 -2 -YR HWL=960.14
YR HWL=960.53
1
0
0
_YRHWL=961.19-
STMH 10
- - 20!
4+00
q6,y 35
tobtJ
TMH 102 11
IOU
715U
1
you
.'BIOFILTRATION
BASIN
.........................
. .... .. ..
..................
.. ........
...............I
......
.........
NWL=DRY
BTM -959-0
.........
.......... ..... .... .............
...............
.......................
i
INV: 958.0 DT/S
EXISTING GRADE
12
13
2 -YR HWL=959.65
GF 963.0
GF 96
_
.........................
. ... .
I 0 -YR HWL=960.00
...............
.............
ISTING RADE
GF 963.13
100 -YR HWL=960.47
....................
975:
...... .
10
F 963.5
GF 963.5
GF 963.5
GF 963.5
OLITLOT
H
S
S
.
.................. ............... ...... .
......
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ca
....................
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ISTING RADE
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FES 107 TO STMH 105
I
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Im LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple G-, MN 55369
763.424.5505
www.loucksinc.com
-1-1 b, . '.J -
m of
wh Ih4 lljm b. reed
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Loucks Project No. 1 B415
.
965
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§.6S.
SCALE IN FEET
Project Lead viv
.
................. ... .................... .
... .. ...........
.
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................
Drawn By ZHW
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By
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-
Review Date 08/27/20
...........
.........................
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FES 107
ini=.Si�i. wo
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NOTE:
960
............. ... ......................
.. ..................
960
.. ....
...............
�:aag :::
960
. ..........................
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-
EXISTING CONDITIONS
00-1 COVER SHEET
..................
...........
.......... ...... UF..�..
. .. . ... ...
....
-1 t
C11 EXISTING CONDITIONS
14 1-1- 12
INFORMATION SHOWN IS FROM
C1-2 DEMOLITION PLAN
........................
A ALTA/NSPS LAND TITLE
C2-1 - C2-2 SITE PLAN
....................
955
.. ........................
8 LF 12" RCP
.....................
§SS.
....................
95$
SURVEY PREPARED BY LOUCKS,
C3-1 GRADING PLAN
C3 -2-C3-3 SWPPP & NOTES
.
.................
.......
...
DATED AUGUST, 2020.
C4 OVERALL UTILITY PLAN
-1
........................
.........................
.......
. . 11E LAT 3)9INTS
.. . ........
: .......................
-
.........................
.........................
.. . . . . .. .........
........................
'
C4-2 _ C4-3 SANITARY SEWER &
WATERMAIN PLAN
o:
.................
I ....... .... ......... ...........
..........................
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TIE LhST 3 OINTS .......
..........................
C5-1 - CS -3 STREET & STORM
o
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0L �Bffmyw Cla
Gopher State One Call
SEWER PLAN
c'-1 CIVIL DETAILS
Ll -1 LANDSCAPE PLAN
.........................
..........................
..........................
.........................
........ * .............
........................
.1-454-0002
1-2-1 LANDSCAPE DETAILS
...................
.................. .......
.........................
........................
.................
.
.........................
. .... ..................................
TWN CITY - 8
TOLL FREEAR 1-000- 5252-1155
.... ** ' ****' '*
*'* *....
§45
945
........ ......................
945
.....................
.........................
.................. ............................................
....................
........I......... .............................................
......... .........
..................
..........................
WARNING-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LUNG
STORM SEWER
..........
I .............. ..........................
..........................
............
..... ....... . ...............
..........................
'1T0%L.CATI-N1
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATEW . ALL UTILITY
.........................
................... ....
...............
.........................
....... ....
....... ..........
d
.. .. .
COMPANIES IN MAINTAINING THEIR SERVICE AND I OR RELOCATION OF
o.........................
............
............ ......
--
'§46
. . . . . ............
................. ---
LINES.
PLAN
940
940
9401
THE CONTRACT R SHALL CONTACT GOPHER STATE ONE CALL AT
651454-0W2 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, h'iANHOL ,
VALVES OR OTHERSTRUCTURES BEFORE DIGGING. THE
C5-2
-0+50
�.SD
CONTRACTOR SHALL REPZIEOR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COSTTO THE OWNER.
0�00
1.00
(400
J�o
HORIZONTAL SCALE 1"=30'
VERTICAL SCALE 1"=5'
o
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•.
975...................:......................................................:.............3.........................................
18415
Project Lead
u,Z
: W3 ..................... .........................
975
.................................................................................
VJV
Review Date
a.,-............. ..................
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F....................................................;..................................................:.................
960
.......................
E.. FES
....................7(FIELDVERIFY
........................... .....................
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3.5;v:,, RCP ...... 9.LF.15".RCP........
85 LF 21o.RCI ......... .....
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............................................:...........
955.............:..........................:..........................
:............................................
IE LAST 3.lOINTS
955
..........
............
21 LF 21" RCP
.8'x8' INSUTATION
.............................................................
............................................:.................
................
....................................
@ 0:53%........................ .........:...............
......... ...... ....... .
8„VJN1..............................
.............................................:...
.....................
EX. 10� WMSLEEVE
:..........................:..
. . . ............
STORM SEWER...
..................... ......................
....... .....
..................................................................
... ... ..........
BETWEEN UNITS950
..........................:........................950PIPE
......................................................
............ ......................................--............
...........
........
:.
............................
.. .....................
....... ........... ......
...... ..............................
CONSTRUCTMANHOLEOVER
: 8"PVC:SDR35EXISTING
STORM SEWER LINE .......
.......... .................................
....... ..
(FIELD VERIFY INVERTI................................................
j..........................;..........................
......................
........................ ............................
.........................
945
_..................:....................................................:..........................:..........................
..........................;
.........................
...........................;..........................
;............................. I...............
945
91
-0450 0100 1+00 2400 3x00
DENOTES 8'x 8' INSULATION
0 30 60
N
s SCALE IN FEET
:■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
—D ea. P . eammrem a, m.. ,wen e,e
Im roaeem�,—P"ress'"mlxMrasfm"se-*
witx mapeo
I. Ih p e¢ Txese rADD Ahs il I •of be med
o u Uti p, neo, e. k. mmplm�m
of Mu Pm rta �" wnN,an .. p.onµ by t�
Comdta.l fW�N a Con"Abn,k aPP,rnµ eaw
ml=rem ma amt Pear ex.n has xarmlac aae mdemmh m"
Cam"lunt Gama"r 4 au mwa"a6�lm.,. dam..,,a nd,mee,
CITY SUBMITTAL
son. .
Ihere that this Wn ecifimtion
rye
prepvedly or und- z
dtha
-
I am a duly Ucezaed Profession
lawsof the State of Minnesota
der de
D.11 -PE
Lice �fo
Dat0
41352
INFORMATION SHOWN IS FROM
•.
Loucks Project No.
18415
Project Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN NtAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 45 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN UAMAGEU
DURING CONSTRUCTION AT NO COST TO THE OWNER.
COVERSHEET
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
GRADING PLAN
SWPPP & NOTES
OVERALL UTILITY PLAN
SANITARY SEWER &
WATERMAIN PLAN
STREET &STORM
SEWER PLAN
CIVIL DETAILS
LANDSCAPE PIAN
LANDSCAPE DETAILS
NOTE:
EXISTING CONDITIONS
CO -1
INFORMATION SHOWN IS FROM
ci-12
A ALTA/NSPS LAND TITLE
C2-1 -C2-2
SURVEY PREPARED BY LOUCKS,
C3-1
C3 -2-C3-3
DATED AUGUST, 2020.
C4 -1C4
-2-C4-3
C5-1 - C5-3
GILL 9EF1I1E YOU Olq
C8-1 - C8-3
Gopher State One Cal l
1-1-1
TWIN CITY AREA 651-454-0002
W TOLL FREE 1-800-252-1166
_
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN NtAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 45 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN UAMAGEU
DURING CONSTRUCTION AT NO COST TO THE OWNER.
COVERSHEET
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
GRADING PLAN
SWPPP & NOTES
OVERALL UTILITY PLAN
SANITARY SEWER &
WATERMAIN PLAN
STREET &STORM
SEWER PLAN
CIVIL DETAILS
LANDSCAPE PIAN
LANDSCAPE DETAILS
ABOVE -GROUND TRACE 812 AWG COPPER
WIRE ACCESS BOX
CUD STEEL -BLUE
PERMANENTLY MOUNTED (TVP)
TO GRADE FLANGE BOLT
1.0' MA% (SEE FRONT VIEW)
3 -WAY
WAX CONNECTOR
r
TRACE WIRE
`'.I y1ry1 AROUND NORTH
OR EAST SIDE �(
E� OF FITTINGS I
I.oWAX X
DRIVE-IN WIRE UNDERNEATH
NORTH OR EAST
y 3
�I
aI ¢
OO
E HYDRANT
ORCAPPROVEDCEQUAL
MAGNESIUM SIOE OF HYOMNT
aOF CURB BOXDJUSTED TOED
LEXPA
GRADINGST 1wBLUE
GRO AUNDING
HCHOR UD
FE` ASESSARYJ / iN
VALVE LOCATI N
ROD ,/COPPER
Nj_
ROD
WATER SERVICE 1°ERN
ON JOINT
I
CORP. COCK CURBBO%COPPERWATERMAIN"PIG
WIRE UNDERNEATH I TIE (TTP)
EASESIRE OF
AT[ AIN WATERMAIN
HYDRANT - PLAN VIEW
HOPE OR STAINLESS STEEL BRACKET TO
q4,a f(y ABOVE -GROUND
TAIL"
ITARY SEWER SOLID CONCRETE BLOC
E
MIN 1' THICK
N e" X 12"
ALL
MANHOLETABLB
NOTE:
TAPE OR PLASTIC TIE (TYP)
ALL CURB BOXES LOCATED WITHIN PAVEMENT
SHALL HAVE FORD SERIES A LID COVERS
IN. 2 UYERS OF
PLACED OVER THE RISERS (SEE STD PLATE 207)
-
WATER SERVICE DETAIL
NO SCALE
ssI
PUSI C 4 MIL
WATERMAIN
WIRE CONTINUES UNDER HYDRANT LEAD
m&
rrgor[
OtS2 `Q STANDARZOOPLATE NO.
e
_ WATER
ABOVE -GROUND TRACE 812 AWG COPPER
WIRE ACCESS BOX
CUD STEEL -BLUE
PERMANENTLY MOUNTED (TVP)
TO GRADE FLANGE BOLT
1.0' MA% (SEE FRONT VIEW)
3 -WAY
WAX CONNECTOR
r
TRACE WIRE
`'.I y1ry1 AROUND NORTH
OR EAST SIDE �(
E� OF FITTINGS I
I.oWAX X
DRIVE-IN WIRE UNDERNEATH
NORTH OR EAST
BE INSTALLED PER
OO
E HYDRANT
ORCAPPROVEDCEQUAL
MAGNESIUM SIOE OF HYOMNT
--
LEXPA
--�
=2.
GRO AUNDING
HCHOR UD
p
-
VALVE LOCATI N
ESTR HOOP
RESTRAINING
` PLEATED RUBBER SLEEVE
ROD
10'
ON JOINT
I
TAPE OR PLASTIC
WIRE UNDERNEATH I TIE (TTP)
EASESIRE OF
AT[ AIN WATERMAIN
HYDRANT - PLAN VIEW
HOPE OR STAINLESS STEEL BRACKET TO
q4,a f(y ABOVE -GROUND
PERMANENTLY SECURE ACCESS BOX TO
GRADE FLANGE
s' -Q^
TRACE WIRE
ACCESS BOX
NEW STAINLESS STEEL BOLT TO ALLOW
FOR BRACKET INSTALLATION
ALL
MANHOLETABLB
2.0' MIN
1.0' MAI,
TAPE OR PLASTIC TIE (TYP)
i
IN. 2 UYERS OF
$ y12 AWG COPPER CUD
FROM 3'
ABOVE
I XE
s STEEL -BLUE (TYP)
PUSI C 4 MIL
WATERMAIN
WIRE CONTINUES UNDER HYDRANT LEAD
TABLE TD
10' BELOW
THE
1.0' MAX
AND CONNECTS TO MAIN LINE WIRE
_ WATER
*14 AWG COPPER CUD
(SEE PUN VIEW)
._�
STEEL RED, FACTORY
CRUSHED ROCK
I�ae
CONNECTED TO
LAND OD
pj
CO. To.
NCRETE THRUST
BLLOCK & BASE
1.0'
DRIVE -IE -I N MAGNESIUM
MAX GROUNDING ANODE ROD
TRACER WIRE DETAIL HYDRANT - SECTION VIEW
$ NO SCALE
E �Y
( n
STANDAR N0.
RIx�J `r�o
209 LATE
IIABS - R DF - I-. PIPE
W1AIE1 IR
PLAN \�\D\J\/
\`J
Dw
I. cMARWIN J C N
c.
So WIN
ROF LE
INSULATION FOR WATER &
SANITARY SEWNR sP1PE & SERVICES
0 STANDARD PLATE NO.
-find 304
HYDRANT LOCATOR ROD (FULLY WRAPPED
FIBERGLASS) 5 FT LENGTH RED/WHITE WITH
STAINLESS STEEL GLOBE STYLE SPRING MOUNT
2 1/2' HOSE CONNECTION
ta 1/2" PUMPER CONNECTION
I ❑
NOTES.
1. 22" BREAKOFF SECTION
2. LEFT HAND OPERATING NUT
3. PAINT BARREL SECDON RED TO
GRADE
{. DRAIN HOLES ABOVE NORMAL WATER
NOMINAL TABLE TO BE OPEN, DRAIN HOLES
GROEL W NORMAL WATETABLE TO BE
T
LINE VND LU GED. HTO RANTS WITH PLUGGED
RHOLES HSHALL BE TAGGED WITH
0 3/B METAL STRIP AND THE NOZZLE
PAINTED BLACK
5. ALL CAPS SHALL BE FITTED WRH
STANDPIPE CHAINS.
BOTTOM 6. ALL BELOW GROUND NUTS AND BOLTS
SHALL RE CORE -BLUE OR 316
STAINLESS STEEL
1
PACER TRAFFIC FLANGE HYDRANT
(OR APPROVED EQUAL)
NO SCALE
STANDAR 203ATE N0.
£SE I Iw 1" TURN RPZ
STEEL I� BALL VALVE
PAINTED BLUE TOP SECTION _
FILL AS SS OF GATE
FE.-NSION
[}j
VARIABLE FOR SERVICE LINE 'O
CORP. COCK --� P.
SOLID CONCRETE BLOCK
MIN 4^ THICK
MIN 0" X 12"
- REFERENCE NOTES:
IRRIGATION ONES IO 2" OR LESS SHALL R WET TAPPED. SADDLES SHALL BE USED
FOR ALL CONNECTIONS TO THAN
DIAMETER GRA OR SMALLER W THE WINS.
® IRRIGATION ONES URGER THAN 2" SHALL CONNECT TO THE WATERMAIN BY CUTTING
SS A MINIMUM A" DIAMETER TEE ANDA GATE VALVE. If THE REOUIRIR IRRIGATION
SERVICE IS SMALLER THAN 1^ HIS PIPE A CORPORATION OF THE END OF
SIZE
SHALL M WET TAPPED B INTO THIS PIPE IT INTO A CAP AT THE ENO OF THE PIPE.
m WATER METER SHALL BE OBTAINED AT CRY HALL
ALL SERVICE LINES SHALL BE COPPER TO CURB STOP.
ALL ABOVE GROUND EQUIPMENT SHALL BE ENCLOSED A METAL OTHER
„ APPROVED STRUCTURE AND SHALL BE LEVEL AND MOUNTED
CONCRETE ON A CONCRETE PAD.
J I e / 1�/tep STANDARD PLATE N0.
e"I�I INJxxLuO 210
0 ,MI -Dox cmu. DED/�L
III
IN
.DJMIG` IT BIxD. axLI ME Ox 33 e0 /2
11`411 T /Y sio
I EA NAIHIU COKE
III A"I
Hxc""W!STANDARD MANHOLE FRAME AND CASTING
LA M xxD �G neG qE KEDUIRD; F R M G A D
El C11K -11
PxER IBILOT IRP TF U M[ Ox COW1 ;1L`eaN4..
UCE 2 BEAM
IRCL`
OAsrc[i EP/oI- DII 2�R STA( S Srt[L
N.
WATERPROOF FRAME AND CASTING
(41EIE01 sPAc[s OR -1. MS too YA xwL Aqu)
NA E
Ou; txxuom Ixsulz, Axo BODNxO zxuL e[ zM nuxMss st[[Lr uAmc
UD - IRON IN LAST
4. =IDPE 'PILAURC' Al.- 11-
1 SHWI,. CONSIST IF CAIT 1111 -1. IIUI 111 1111 11. 1
gADJUMM[xTs `.it"II' TRESE F..."AWD CAITAKSsi VOWED mn nxA[ c.mxc
i8 SANITARY MANHOLE FRAME
AND CASTING
n-1 xlx•I-�nA� STANDARD PLATE N0.
xnmA 307
HEIGHT OF VALVE BOX TO
BE ADJUSTED TO FINISHED
BE INSTALLED PER
OO
E HYDRANT
ORCAPPROVEDCEQUAL
GRADE ABOVE LURE4.
--
LEXPA
--�
=2.
Project Lead
p
-
VALVE LOCATI N
ESTR HOOP
RESTRAINING
` PLEATED RUBBER SLEEVE
Checked By
10'
ON JOINT
I
•
EXTENSION
V FEET FROM
BACK OF CURB
COVERSHEET
UNDISTURBED
SOIL
NO SCALE
D
10" MINIMUM
SEPARATION FROM
STOR.INSULATION SEWER W/
s' -Q^
NA.Tf.S
�SQ F
ALL
MANHOLETABLB
O
1. RUBBER SLEEVE SHALL BE A MIN. OF 3/1C THICK.
i
IN. 2 UYERS OF
2, 1 3/4" WIDE EXPANSION BANDS, 16 GAUGE
STAINLESS STEEL ALL NUTS, BOLTS OR SCREWS
FROM 3'
ABOVE
SANITARY SEWER&
SHALL BE STAINLESS STEEL.
3. RESTRAINING HOOP SHALL BE S/16" CIA.
PUSI C 4 MIL
WATERMAIN
VALVE BO%
TABLE TD
10' BELOW
THE
SEWER PLAN
hIN. THICKNESS
_ WATER
ALIGNMENT
DEWCE
WHYDRMT
... -TABLE) .•
LANDSCAPE DETAILS
CRUSHED ROCK
O1
CO. To.
NCRETE THRUST
BLLOCK & BASE
TIE BACK THE VALVEJ NQS�S:
IB' MINIMUM 1. HYDRANT DRAINS BELOW WATER TABLE TO
SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED
SANITARY SEWER WITH METAL STRIP AND THE NOZZLE
T PAINTED BUCK.
R, 2. ALL BELOW GROUND NUTS, BOLTS, AND
ODDING SHALL BE CORE -BLUE OR 316
STAINLESS STEEL.
HYDRANT AND VAcutLVE INSTALLATION
8 xD s
' S��p„
STANDARDPLATENo.
0
3 "' nlxnLnxmwcc�Y7Y(VJ
Bgowz
1 • I
BY
I'R•J ITT r[R nivel DF
USiIxG glnc{sj h ID - uROFs Io:we
SECTION A -A , FRAME Axo cAsnxc PER STD PLATE sol
! S
IxMi TO wTln MANHOLE
z NOS
L
oC10,4:LSw m` `0'ER
NFORCING SHALL BE
PFR a5[N
a SANITARY SEWER STANDARD MANHOLE
Ode n1•�
STANDARD N0.
R nlxxoD w
INTERNAL INTERNAL MANHOLE JOINT ALL SEALS SHALL
BE INSTALLED PER
MANUFACTURES SPECIFICATONS. CLEAN
AREA AROUND JOINTS WITH WIRE BRUSH
ANp WHISK BROOM PRIOR r0 PUCING
JOINT SEALS.
2. NON -HARDENING BUM MASTIC
ADHESIVE - 30 MILS THICK
LEXPA
SON ANDS
Project Lead
p
-
B" MIN.
CENTERED
ESTR HOOP
RESTRAINING
` PLEATED RUBBER SLEEVE
Checked By
10'
ON JOINT
I
LESS THAN
3'
COVERSHEET
C1-1
NO SCALE
(FOR USE
s� J"�- F
Off-k
o
NA.Tf.S
�SQ F
ALL
MANHOLETABLB
PLAN
1. RUBBER SLEEVE SHALL BE A MIN. OF 3/1C THICK.
JOINTS
04_1
2, 1 3/4" WIDE EXPANSION BANDS, 16 GAUGE
STAINLESS STEEL ALL NUTS, BOLTS OR SCREWS
FROM 3'
ABOVE
SANITARY SEWER&
SHALL BE STAINLESS STEEL.
3. RESTRAINING HOOP SHALL BE S/16" CIA.
THE
WATER
CS -1 - CS -3
STAINLESS STEEL PULED BETWEEN PLEATS OF
RUBBER SLEEVE.
TABLE TD
10' BELOW
THE
SEWER PLAN
INFI-SHIELD EXTERNAL GATOR WRAP
_ WATER
L7-1LANDSCAPE
PLAN
... -TABLE) .•
LANDSCAPE DETAILS
10'
-
ADJUST TO FINISHED
S SPECIFIED
GRADE
BOX ASSEMBLY
VALVE & BLOCKS
FINISHCOIS-
NATES
1. EPOM FLEXIBLE RUBBER SLEEVE -
30 MILS THICK
A
41352
2. NON -HARDENING BUM MASTIC
ADHESIVE - 30 MILS THICK
R
1, ALL VALVES SHALL BE Fm ED WITH EXTENSION STEMS. TO
BRING THE OPERATING HUT TO BE 2' FROM THE SURFACE.
Project Lead
p
-
(FDR USE
N ALL
MANHOLE
JOINTS FROM
6" MIN. CENTERED 6" MIN.
ON JOINT OVERLAP
Checked By
10'
w
10" & UNDER WATERMAIN
BELOWW THE
WATER
rpBIE)
COVERSHEET
C1-1
NO SCALE
MANHOLE JOINT SEAL
aA
s� J"�- F
Off-k
o
PROY
�SQ F
STANDAR314 LATE N0.
PLAN
uD
3
I
asrcET s EWER nP f Sh�Mo
q PENYT
q
1 II II
NIE
q[PSTAxT rt[�j�
R SLEEVE NOTES:
7E ME.
DA AS All-ol
FULA
OU Er
j�TYPICALL.s(W/ATER TIGHT SEALS
DdI.JG(�J'�/ STANDAR30PLATE NO.
1
FORM 1/2 PIPE SECTION OF
LARGEST DIAMETER PIPE
GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
SECTION A -p BY ARROWS
FRAME R CASTING (SEE
MN & CB SCHEDULE).
ADJUSTING RINGS)
PER STD PLATE 414
MAXIMUM DISTANCE FROM RIM
PRECAST ECCENTRIC x TO FIRST STEP IS 24'.
REDUCER SECTION
SrESTANDARD
SPER MN/DOT
PLATE 418DJ
MANHOLE TO BE CONSI
OF
PRECAST CONCRETE
SHALL BE PER ASTM C478.
WATERTIGHT JOINTS SHALL BE
PER ASTM 443C
G � I hbM A
- I I x.tR• O 1• I'I
R
MIN, 6" PRECAST OR
_ _ INTEGRAL CONCRETE
MANHOLE BASE
MANHOLE INVERT SHALL BE PER MNDOT 1011.
OWFROM
SLOPE OM PROVIDE SMOOTH
FLOW
M INLET TO OUTLET
STORM SEWER STANDARD MANHOLE
NO SCALE
L AP tw-aI OJ.c eLSgo STANDARD PLATE N0.
nmxK.DrA cY77l! 401
FINISHED G'AIE
FORD SERIES A LID COVER
CURB STOP COVER FOR
DRIVEWAY INSTALLATION
ND SCALE
STANDARDPLATELATE N0.
0
r3ECII-I SN.NE BE Push sVI1i1 1. 26 Is BEND
Ox/IN nrtM W11x SNUG ov PIAxs
wcs'jc<v
AX THE RP�
wn Eq
zAAs ..HONtx[ Puxs vE'&s
PUN
MI GREE.
wOl
rDDMP [D� FlMFIAIX SCREDLE
A"WxD"uA,
E 0. 1=
SHALLOW SANITARY MAIN
SERVICED ECTION
j>! O STANDARD N0.
E q Is �J ogia
I'.1•' I
I r
(-(oml, li-11 7
lam`; ��
i
Eque
'STRUCTURE Mn/DOT
PLATE 4024
GROUT INVERT
AS REQUIRED
SECTION A -A
B. DEPTH FLOB
WIN. DEPTH
MAXIMUM 24 INCH DIAMETER PIPE SIZE
NO SCALE
iL n,.o STANDAR 405 ATE N0.
3 Nlxnx. A
m LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD Mn P w a 4 me C-., br I. PSI
rn oxer pojecN br eadxiov so U,M gR'ev+, or br <RmplenM1n
Consul PmY«�N UR ,nCOnwl*11. C F
'NodAro M IAD. d,v,1
nes b bmlaUon W mMroaw -.AR -I- Or ammeaUOaM
r aNNlans enJ Um PamY sxMl M1Ntl Mrmlrn aM IndemMy she
ComuF+m ham onY a eB mwamib2bm, dailm, antl liebilitias.
08/27/20 CITYSUBMITTAL
PROFESSIONAL SIGNATURE
V W
ADJUST TO FINISHED
S SPECIFIED
GRADE
BOX ASSEMBLY
VALVE & BLOCKS
FINISHCOIS-
an Dell- PE
WRAPPED WITH
ERS OF 4 MIL
C
WATmMAIN,SIZE VARIESMENT
E
CONCRETE BLOCKS
41352
MIN e^ THICK
% 2'
NOTES:
R
1, ALL VALVES SHALL BE Fm ED WITH EXTENSION STEMS. TO
BRING THE OPERATING HUT TO BE 2' FROM THE SURFACE.
Project Lead
2. ALL BELOW GROUND NUTS. BOLTS, AND RODDING SHALL BE
CORE -BLUE OR 316 STAINLESS STEEL.
Drawn By
TYPICAL RESILIENT WEDGE
Checked By
VALVE & BOX INSTALLATION
Review Date
10" & UNDER WATERMAIN
�N
COVERSHEET
C1-1
NO SCALE
C7-2
s� J"�- F
Off-k
o
STANDARZO5 LATE N0.
IJ _ _
®
PLAN
uD
3
I
asrcET s EWER nP f Sh�Mo
q PENYT
q
1 II II
NIE
q[PSTAxT rt[�j�
R SLEEVE NOTES:
7E ME.
DA AS All-ol
FULA
OU Er
j�TYPICALL.s(W/ATER TIGHT SEALS
DdI.JG(�J'�/ STANDAR30PLATE NO.
1
FORM 1/2 PIPE SECTION OF
LARGEST DIAMETER PIPE
GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
SECTION A -p BY ARROWS
FRAME R CASTING (SEE
MN & CB SCHEDULE).
ADJUSTING RINGS)
PER STD PLATE 414
MAXIMUM DISTANCE FROM RIM
PRECAST ECCENTRIC x TO FIRST STEP IS 24'.
REDUCER SECTION
SrESTANDARD
SPER MN/DOT
PLATE 418DJ
MANHOLE TO BE CONSI
OF
PRECAST CONCRETE
SHALL BE PER ASTM C478.
WATERTIGHT JOINTS SHALL BE
PER ASTM 443C
G � I hbM A
- I I x.tR• O 1• I'I
R
MIN, 6" PRECAST OR
_ _ INTEGRAL CONCRETE
MANHOLE BASE
MANHOLE INVERT SHALL BE PER MNDOT 1011.
OWFROM
SLOPE OM PROVIDE SMOOTH
FLOW
M INLET TO OUTLET
STORM SEWER STANDARD MANHOLE
NO SCALE
L AP tw-aI OJ.c eLSgo STANDARD PLATE N0.
nmxK.DrA cY77l! 401
FINISHED G'AIE
FORD SERIES A LID COVER
CURB STOP COVER FOR
DRIVEWAY INSTALLATION
ND SCALE
STANDARDPLATELATE N0.
0
r3ECII-I SN.NE BE Push sVI1i1 1. 26 Is BEND
Ox/IN nrtM W11x SNUG ov PIAxs
wcs'jc<v
AX THE RP�
wn Eq
zAAs ..HONtx[ Puxs vE'&s
PUN
MI GREE.
wOl
rDDMP [D� FlMFIAIX SCREDLE
A"WxD"uA,
E 0. 1=
SHALLOW SANITARY MAIN
SERVICED ECTION
j>! O STANDARD N0.
E q Is �J ogia
I'.1•' I
I r
(-(oml, li-11 7
lam`; ��
i
Eque
'STRUCTURE Mn/DOT
PLATE 4024
GROUT INVERT
AS REQUIRED
SECTION A -A
B. DEPTH FLOB
WIN. DEPTH
MAXIMUM 24 INCH DIAMETER PIPE SIZE
NO SCALE
iL n,.o STANDAR 405 ATE N0.
3 Nlxnx. A
m LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD Mn P w a 4 me C-., br I. PSI
rn oxer pojecN br eadxiov so U,M gR'ev+, or br <RmplenM1n
Consul PmY«�N UR ,nCOnwl*11. C F
'NodAro M IAD. d,v,1
nes b bmlaUon W mMroaw -.AR -I- Or ammeaUOaM
r aNNlans enJ Um PamY sxMl M1Ntl Mrmlrn aM IndemMy she
ComuF+m ham onY a eB mwamib2bm, dailm, antl liebilitias.
08/27/20 CITYSUBMITTAL
PROFESSIONAL SIGNATURE
V W
an Dell- PE
Lice
41352
Dat
.W
Loucks Project No. 18415
Project Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
00-1
COVERSHEET
C1-1
EXISTING CONDITIONS
C7-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1GRADING
PLAN
C3 -2-C3-3
SWPPP&NOTES
04_1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
CS -1 - CS -3
STREET & STORM
SEWER PLAN
CB -1 -CB -3
CIVIL DETAILS
L7-1LANDSCAPE
PLAN
L2-1
LANDSCAPE DETAILS
J
A
1
M 1/2 PIPE SECTION OF
LARGEST ONMEtER PIPE `
1 GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
SECTION A -A BY ARROWS
CASTING NEENAH 3067
OR EWITH
OLTR UDR GRATE ADJUSTING RINGS)
P PER STD PLATE 4 4
FLOW iO
UNECOVER SAB
Mn/DOT 4022
3MUM DISTANCE 99Ep5 AS PER 5' PRECAST SEGMENTS AS
MM RIM TO MN/DOT STANDARD REQUIRED IN 1 FOOT
STEP IS 14 _. _ ..__ min.im �.
T } j ♦ PRECAST LOW[R SECTION
A SEAL PIPE A MINIMUM 36" HIGH MAXIMUM
F WUH CROVi 48" HIGH Mn/DOT PLATE
40USL LOWER SECTION
m MIN. 6" PRECAST OR
L INTEGRAL CONCRETE
.. MANHOLE BABE
eI _ PER MNDOT 1011.
^ NOTES. _ MANHOLE No
SHALL BE
4 SLOPED TO PROVIDE SMOOTH
MANHOLE STEEL REINFORCING FLOW FORM INLET TO OUTLET.
3 SHALL BE PER ASTM -9. (SEE SECTION A -A)
iI, STANDARD STORM MANHOLE - CATCH BASIN
MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET
No
raRaB_vI ods klo 0
SCALESTANDARD NO.
AILIUSTG
PLATE 4(14
GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
BY ARROWS.
A \ A
/ PIPE
TOP VIEW
CASTING NEENAH 3067 DR
-EOUIVALENT WITH OL OR DR GRATE
WALL TO BE PRECAST
SECTION OR CONCRETE
SEWER BLOCK
PRECAST OPENINGS
AS REQUIRED
GROUT INVERT A
SHOWN ABOVE -
b"
SECTION A -A
NOTFS_
1. CONCRETE BASE SHALL BE 6^ POURED IN PLACE OR
$ 5" PRECAST SLAB.
2. MANHOLE STEEL REINFORCING SHALL BE PER ASTM
c4Te.
2' x 3' CATCH BASIN
//�� ND SCALE
STANDARD,
E �1Ps vie Ode0PLATE N0.
NINReaR A
3-3" DIA. MAX. CONDUITS
DRAIN TROUGH
TENNON TO ACCOMODATE LUMINAIRE
HOLOWAHANE MONGOOSE LUMINAIRE
HIS
WIDE FI -ATE GLASS
VERTICALMOUNT
Lice d[
Dat
RONL
ZEFIRII H
APPROVEDE ENGINEER
'G.-
MTG. HT.
BOLT CIRCLE (B.C.)
PER MANUFACTERER
- ROUND TAPERED POLE
_N1. Ra
NOTE:
1. FINISH-EPDXY PRIMER
2. FINISH BRONZE THERMO-SET ACRTUC
Project Lead
3. FOR USE WITH UGHTING TYPE I
FOUNDATION (SEE PLATE 809)
3" X 5"
MINIMUM
4. IF SPEED OMIT OF ADJACENT ROAD
IS AO MPH OR LESS THE FOUNDATION
6 HAND.-
a,
SHALL BE EXTENDED 24" ABOVE
FINISHED GROUND.
(4) NUT COVER
QO
TO FIRST STIRRUP
36'•
d
the practice doling Construction.
ell
24^ OR 3/4"
m
j3 REBo.cAI STIRRUP.)S
'
n
C3 -2-C3-3
SEE PLATE 809J
3
&q
IT
1/2^ X 12' ORII G.GROUND ROD OO
"
"-g
LIGHT UNIT TYPE 1
GCUZ
-B APPRwf
AS DIR. BY THE ENGINEER
8
tCn `HO
STANDARD PLATE NO.Ag
FOUNDATION
AILIUSTG
PLATE 4(14
GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
BY ARROWS.
A \ A
/ PIPE
TOP VIEW
CASTING NEENAH 3067 DR
-EOUIVALENT WITH OL OR DR GRATE
WALL TO BE PRECAST
SECTION OR CONCRETE
SEWER BLOCK
PRECAST OPENINGS
AS REQUIRED
GROUT INVERT A
SHOWN ABOVE -
b"
SECTION A -A
NOTFS_
1. CONCRETE BASE SHALL BE 6^ POURED IN PLACE OR
$ 5" PRECAST SLAB.
2. MANHOLE STEEL REINFORCING SHALL BE PER ASTM
c4Te.
2' x 3' CATCH BASIN
//�� ND SCALE
STANDARD,
E �1Ps vie Ode0PLATE N0.
NINReaR A
3-3" DIA. MAX. CONDUITS
DRAIN TROUGH
Rs re -
Lice d[
Dat
41352
BOLT CIRCLE (B.C.)
PER MANUFACTERER
PROJECT ANCHOR BOLTS (4) ABOVE -
TOP OF BASE AS PER MANUFACTUREx `
_N1. Ra
RECOMMENDATIONS. PROVIDE DOUBLE \
NUTS FOR LEVELING UNIT (ONE ABOVE
AND ONE BELOW BASE FLANGE)
Project Lead
BOLTS i0 BE SHALLBED BY
ANCHORMANUFACTURER
ACTDRER. BE HALL BE
o
m®®® t1f3�z33R1�
NH
VERIFIED WITH MANUFACTURER
® m®®DESIGN
VJV
3.5" MINIMUM DISTANCE
FROM CONCRETE SURFACE
QO
TO FIRST STIRRUP
V
®®®®®®®
na®TmrmgymEacm®mmm�®��L¢3EpLflMEam®m� ®r®m_-,momm®®e®snI®�.
mn C®FIIiDC9^J®®
�nNISHED GRADE
the practice doling Construction.
ell
FELT JOINTS
AS REWD
(8) R4 REBAR
m
j3 REBo.cAI STIRRUP.)S
3
z^ . (1YP
C3 -2-C3-3
SWPPP&NOTES
3
C4 -2-C4-3
IT
1/2^ X 12' ORII G.GROUND ROD OO
IF SPEED UMIT OF ADJACENT ROAD
IN EVERY THIRD FOUNDATION
5
IS 40 MPH OR LESS THE FOUNDATION
SHALL BE EXTENDED 24" ABOVE THE
AS DIR. BY THE ENGINEER
8
FINISHED GROUND. OTHERWISE ONLY
3/4" ABOVE FINISHED GROUND.
- LIGHTING UNIT TYPE I
R. ROME
FOUNDATION
e APPRor
q
t�m'j ° 0
STANDARD809PLATE NO.
"kap," y yZ'
JG
4. Install all uDl has (Water, sanitary Rawer, electric natural gas, phone fiber optic, etc) prior tc
i
I
I
an,
o
3 Glc
-
3u
Nm .I
ONYOB 3wfr
¢M
ELI
TYPICAL TREATMENT BASIN
NO SCALE
PPRDv Ode` STANDAR404LATE NO.
V`
an Dell- PE
Lice d[
Dat
41352
DESIGN B
_N1. Ra
DESIGN V
Project Lead
,®
o
m®®® t1f3�z33R1�
NH
ZHW
® m®®DESIGN
VJV
1. Install appropriate temporary erosion control devices to prevent Sediment from leaving or
08/27/20
CO-1COVER
V
®®®®®®®
na®TmrmgymEacm®mmm�®��L¢3EpLflMEam®m� ®r®m_-,momm®®e®snI®�.
mn C®FIIiDC9^J®®
C1-1 EXISTING CONDITIONS
the practice doling Construction.
ell
CONCRETE
C2-1 - C2-2
SITE PLAN
C3-1
i
I
I
an,
o
3 Glc
-
3u
Nm .I
ONYOB 3wfr
¢M
ELI
TYPICAL TREATMENT BASIN
NO SCALE
PPRDv Ode` STANDAR404LATE NO.
3/4"
GREEN LETTERING ON WETLAND
WHITE BACKGROUND BUFFER
ZONE
WHITE LETTERING ON
BROWN BACKGROUND 3/8
WITH 3/4" LETTERING NO
Structures, Grading,
W Mowing, or Filling
E Beyond This Point.
T
L
A Ir
D ALTERNATE 1
6"
B WETLAND BUFFER SIGNS ARE TO
BE PLACED ALONG ALL
d U WETLANDS IN RESIDENTIAL
F AREAS WHERE THE BUFFERS
F- ARE REQUIRED.
E SIGNS SHALL BE INSTALLED ON
b R A "U -POST" MOUNTING. (SEE
STANDARD PLATE 801)
SIGNS SHALL BE PLACED 20'
ti L.-3••� FROM THE EDGE OF THE
I DELINEATED OR MITIGATED
ALTERNATE 2 WETLAND.
WETLAND BUFFER SIGN
Ho RGME
a j� O�CTYO STANDARDDOPLATE NO.
$ 0 J
OL STRUCTURE EL -11 -
CST
•OCS 108 HA52 x6° DRAINTILE ON THE DOWNSTFAMI SIDE 0958.0 ONLY
c
OVID-E
E LOCK HIdo F.
TOPOfWER
ELEVATION-/
OPENINGSIZ
LEvnrro
INVERT
WEIR/ORIFICE
DT,C lDeorvcr
CALVANIHO GRATE
ISP m4• OPENINGS �1•�
HIGH WATER LEVEL W, I� e:�FRECAST HOLE
IEMERGENCT OVFRFLOWI T N3
2•H E Io
ORIFICE OPENING SIZE,
INVERT ELEVATION - G DE SIONIR
MIN. p WILLVARY
T OUTLET
ELEVATION INLET o N
A- 8 6 ORMAL
TER
ELEVATION
O PRECAST BASE SIAB
BOTH ON THE INSIDE AND DR TO BE REINFORCED WITH AT
OLRSIDEO-ESIRUCfURE LEAST #4 RERAR, 12' 01 CENTER.
OUTLET CONTROL L
I.LOUCKS STRUCTURE- DB 4318 N0.
WEIR/ORIFICE
STREET SIGNS
BRACKETS . .
AS DIRECTED
BY ENGINEER
SECONDARY SIGN
POST SHALL BE D IN
`LI�=;T 12" DIA. X 2' DEEPCE A
HOLE FILLED WITH CONCRETE
FURNISH AND INSTALL NEW SIGNS
SIGN SIGN COLOR SIZE COMMENTS
HUMBER
RI -1 STOP ONIRED 30"x 30^
sTpEET NAME WGREEN RIT[
ON 9" PUTTS ALL INTERSECTIONS
NOTES:
Poll
ITI. THE
RRAI 11
IMATEWAL/g'2ALVUIBVM.0L0 RGLLED GWANIZE STEEL
SIGNBAS[ ""
11E 1111 "ARE 1111 11 "ITI"11 AND cURTEO IN AR I-
b eRACREr AND _E. Aaevf THE
xITo,
DN x PfrsuAnc
STREET
SIGNS RIAUL HAVE
114
TYPE
R CnYE $IIAVE .(ADH° GRA0IVIP RETRORERECTIVE
uI.C.TAA M� IIAL OR )uxlFoxusT� c GY.- DEVIcrs I,w THE
x sicSTOP SIGN AND STREET NAME IN ASIGN
DETAIL
PRox OtSB ` STANDARBO5LATE NO.
Ent ,Flt 9TDCA 11G. SR0000MPA n
THREADED CAP A PLUG
CEDBACKFILL RISCR
IDU MnIc
COMPACTEDGRANULAR LONG DEEP 3
MATERIAL OR CONCRETE
111111T
OR
CONCRETE BLOCK
NOTES:
TODi-nATCH FINAI L A nTNDTHDENBNT BACK
2. CI.FANOUTTORE.-111I11ACASTINO.
NEE- R-1970.
L LOUCKS CLEAN-OUT STRUCTURE ro 4006 xo
PLAN VIEW
refill- mx.JO ,uuwae°�a,°xxux
mmmE.xer 4 � aa,zm u,TuwerSuxvam vnmaraE Wusiw ucESSEDLimTAxc wczsrsxlmA
,�,�,,,,�o,m� ,.a.,..,.e BLssPATaa 'Axnnarrossrvf asA ���axAleol.pw°n.m,marwlTowntww�°.
�ue,se.Emwn� 30VIEWs
2
,a,.wa..mwmLL.m.r,e.m,... ,nEnFTAExcE.WmuuwAe,ET LTTA w.w. ExuvalE I ,v
A�«�M W����� '-: ., avavTl�currmuxsaLYAnon aTr¢waaETvo ox
....___._ _.. .. __ ._ __._ :3y GVMuaowanAvwgroAaoNMBwTf mEa roxowDaTTxr
RncwmDl lilmTTIm�mTa wsns�crta BASE
ELEVATION VIEW fnwIETTRDMTxEcunmroTxEw+x
.a....•e.,..rw�.-\ a.,wxmx,.rr.,�a.,a.�.evara�
> IxATULTAaMIxBTonIxLETRE1wETNANNGBArMPN1vRRET
\ .;u E TCI ms TIOawaTureAren...M..sTHE oF
R
Re RAVRAR
BAcwBmERM9 rwARDar,.E.RETIx�ET. `al`Ta
"°'• -Il l�h' ����-1. nsTOcSmARE,.-
MANUFA-BET., 0-arnEwRn-
R' RAIN GUARDIAN TURRET R-RON HISTORY 9
A11C*XA
Iplse venox
PRETREATMENT CHAMBER �J Is1N1LT
G ARDIAN BIORETENTION PONDING DEPTH: 1' Coal nDI, a
MrJSH. ��nXNE.BA 3DB
PBETP�FA1�II11T89m8E1Fllllml AM
TYPICAL DETAIL �D3B
m Lu .
■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD m Prepeind by :N Camaha.1 braM1is mlee are
..
Com of Me CR- 1protwimwl+e,vmr bPure-Y
n are CAw flea aball n« be used
n oder pojecS op. add ons Io IHM prose, ar br comb elion
or IHu nmrct b oAez ,vM,an "men BAF oral y tM
ConzRMlDD d
n a -1 oNws K
Cones d wiN g,p C4-.1 flax kr
mbm�u
iaao a. NmimeoceaeNT. al ime.eonN a, wme.uo.M
tlakuons :a thaw CADD fits affil M
madcat Ne IuOmiuk el IM1m Parh making wrN RVW.r,c add4,m
or tlakuo.s end am vary sMll bAa Mrn,lm 1M1c
CanwlM.a 4amanY &all nspannUllHlex aims, and l�abiliu.+.
08/27/20 CITY SUBMITTAL
PROFESSIONAL SIGNATURE
V`
an Dell- PE
Lice d[
Dat
41352
SUGGESTED CONSTRUCTION SEQUENCING (note to designer. edit as needed to meet project
Loucks Project No.
18415
Project Lead
requirements)
Drawn By
ZHW
Checked By
VJV
1. Install appropriate temporary erosion control devices to prevent Sediment from leaving or
08/27/20
CO-1COVER
SHEET
C1-1 EXISTING CONDITIONS
the practice doling Construction.
ell
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
cl,
2. All downurradlentpenmegi Sediment Control burps must be n place before any up gradient
C3 -2-C3-3
SWPPP&NOTES
C4-1 OVERALL UTILITY PLAN
C4 -2-C4-3
land dm ng begins.
WATERMAIN PLAN
C5-1 - C5-3
STREET & STORM
3. Continuous nspections Of erosion Control practices, espec ally after each rainfall
continuous In
co
,c14.4
'-TIO ..
ebak.,mm,e ae Te ., FBvsa.e
event
event
E
"kap," y yZ'
f.
4. Install all uDl has (Water, sanitary Rawer, electric natural gas, phone fiber optic, etc) prior tc
setting final grade of bonetentOn deuce.
5. Rough grede the s k. If bioretenbon areas are being used as temporary sediment basins
during Construction, leave a minimum of 1 feet of cover aver the practice to protect the
underlying soils from clogging.
aea.aE Ra p.
Drip
6. Complete, smbilize,and Yegslste all other site improvements.
eas bRrade�
7. Construct and vegetate biorstenthm device following stabilization of Contributing drainage
s.. srmm..re, M.m,.l ra. s"69rm,P,eP.maa.
n
are,. Eure that critical elevationssuch as underdmin Invert top of media, tap of mulch,
CROSS SECTION
and invert of overflow structure (N present) are correct
S.Remove temporary erosion Control devices after the contributing drainage area is adequately
vegetated.
au.dewN.vahs
GENERAL NOTES (note to designer: edit as needed tmee
o t prefect requirements)
1. In the event that sediment is introduced into the bmp during or immediately following
C
excavation, this msb rial shall be removed rac
from the ptice Co
prior to continuing nsbuction.
2. Be. Minnesota Stormwater Manual for subgrede preparation.
9 ""
I
MATERIAL SPECIFICATIONS
3 Mu 959
-
U
1. BIORETENTION SOIL MIX D (BY VOLUME)
COARSE SAND: 65 PERCENT
Ba
-
-1�«e3,
TOPSOIL: 25 PERCENT
zsa,a
.�+..
COMPOST(MNDOT GRADE2): 10 PERCENT
"- 958.0
9 W.GNm,mR.dm.MBm".aa.«,
weR ��AHar.a.a:'aoknP,P.
3..3mm,M«,Ma. ,9�69ma PaP..aa.
#
SIDE VIEW
�® LOUCKS
BIOFILTRATION BASIN W/OFFSET FILTRATION BENCH
rolxxsawTNO.
3/4"
GREEN LETTERING ON WETLAND
WHITE BACKGROUND BUFFER
ZONE
WHITE LETTERING ON
BROWN BACKGROUND 3/8
WITH 3/4" LETTERING NO
Structures, Grading,
W Mowing, or Filling
E Beyond This Point.
T
L
A Ir
D ALTERNATE 1
6"
B WETLAND BUFFER SIGNS ARE TO
BE PLACED ALONG ALL
d U WETLANDS IN RESIDENTIAL
F AREAS WHERE THE BUFFERS
F- ARE REQUIRED.
E SIGNS SHALL BE INSTALLED ON
b R A "U -POST" MOUNTING. (SEE
STANDARD PLATE 801)
SIGNS SHALL BE PLACED 20'
ti L.-3••� FROM THE EDGE OF THE
I DELINEATED OR MITIGATED
ALTERNATE 2 WETLAND.
WETLAND BUFFER SIGN
Ho RGME
a j� O�CTYO STANDARDDOPLATE NO.
$ 0 J
OL STRUCTURE EL -11 -
CST
•OCS 108 HA52 x6° DRAINTILE ON THE DOWNSTFAMI SIDE 0958.0 ONLY
c
OVID-E
E LOCK HIdo F.
TOPOfWER
ELEVATION-/
OPENINGSIZ
LEvnrro
INVERT
WEIR/ORIFICE
DT,C lDeorvcr
CALVANIHO GRATE
ISP m4• OPENINGS �1•�
HIGH WATER LEVEL W, I� e:�FRECAST HOLE
IEMERGENCT OVFRFLOWI T N3
2•H E Io
ORIFICE OPENING SIZE,
INVERT ELEVATION - G DE SIONIR
MIN. p WILLVARY
T OUTLET
ELEVATION INLET o N
A- 8 6 ORMAL
TER
ELEVATION
O PRECAST BASE SIAB
BOTH ON THE INSIDE AND DR TO BE REINFORCED WITH AT
OLRSIDEO-ESIRUCfURE LEAST #4 RERAR, 12' 01 CENTER.
OUTLET CONTROL L
I.LOUCKS STRUCTURE- DB 4318 N0.
WEIR/ORIFICE
STREET SIGNS
BRACKETS . .
AS DIRECTED
BY ENGINEER
SECONDARY SIGN
POST SHALL BE D IN
`LI�=;T 12" DIA. X 2' DEEPCE A
HOLE FILLED WITH CONCRETE
FURNISH AND INSTALL NEW SIGNS
SIGN SIGN COLOR SIZE COMMENTS
HUMBER
RI -1 STOP ONIRED 30"x 30^
sTpEET NAME WGREEN RIT[
ON 9" PUTTS ALL INTERSECTIONS
NOTES:
Poll
ITI. THE
RRAI 11
IMATEWAL/g'2ALVUIBVM.0L0 RGLLED GWANIZE STEEL
SIGNBAS[ ""
11E 1111 "ARE 1111 11 "ITI"11 AND cURTEO IN AR I-
b eRACREr AND _E. Aaevf THE
xITo,
DN x PfrsuAnc
STREET
SIGNS RIAUL HAVE
114
TYPE
R CnYE $IIAVE .(ADH° GRA0IVIP RETRORERECTIVE
uI.C.TAA M� IIAL OR )uxlFoxusT� c GY.- DEVIcrs I,w THE
x sicSTOP SIGN AND STREET NAME IN ASIGN
DETAIL
PRox OtSB ` STANDARBO5LATE NO.
Ent ,Flt 9TDCA 11G. SR0000MPA n
THREADED CAP A PLUG
CEDBACKFILL RISCR
IDU MnIc
COMPACTEDGRANULAR LONG DEEP 3
MATERIAL OR CONCRETE
111111T
OR
CONCRETE BLOCK
NOTES:
TODi-nATCH FINAI L A nTNDTHDENBNT BACK
2. CI.FANOUTTORE.-111I11ACASTINO.
NEE- R-1970.
L LOUCKS CLEAN-OUT STRUCTURE ro 4006 xo
PLAN VIEW
refill- mx.JO ,uuwae°�a,°xxux
mmmE.xer 4 � aa,zm u,TuwerSuxvam vnmaraE Wusiw ucESSEDLimTAxc wczsrsxlmA
,�,�,,,,�o,m� ,.a.,..,.e BLssPATaa 'Axnnarrossrvf asA ���axAleol.pw°n.m,marwlTowntww�°.
�ue,se.Emwn� 30VIEWs
2
,a,.wa..mwmLL.m.r,e.m,... ,nEnFTAExcE.WmuuwAe,ET LTTA w.w. ExuvalE I ,v
A�«�M W����� '-: ., avavTl�currmuxsaLYAnon aTr¢waaETvo ox
....___._ _.. .. __ ._ __._ :3y GVMuaowanAvwgroAaoNMBwTf mEa roxowDaTTxr
RncwmDl lilmTTIm�mTa wsns�crta BASE
ELEVATION VIEW fnwIETTRDMTxEcunmroTxEw+x
.a....•e.,..rw�.-\ a.,wxmx,.rr.,�a.,a.�.evara�
> IxATULTAaMIxBTonIxLETRE1wETNANNGBArMPN1vRRET
\ .;u E TCI ms TIOawaTureAren...M..sTHE oF
R
Re RAVRAR
BAcwBmERM9 rwARDar,.E.RETIx�ET. `al`Ta
"°'• -Il l�h' ����-1. nsTOcSmARE,.-
MANUFA-BET., 0-arnEwRn-
R' RAIN GUARDIAN TURRET R-RON HISTORY 9
A11C*XA
Iplse venox
PRETREATMENT CHAMBER �J Is1N1LT
G ARDIAN BIORETENTION PONDING DEPTH: 1' Coal nDI, a
MrJSH. ��nXNE.BA 3DB
PBETP�FA1�II11T89m8E1Fllllml AM
TYPICAL DETAIL �D3B
m Lu .
■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD m Prepeind by :N Camaha.1 braM1is mlee are
..
Com of Me CR- 1protwimwl+e,vmr bPure-Y
n are CAw flea aball n« be used
n oder pojecS op. add ons Io IHM prose, ar br comb elion
or IHu nmrct b oAez ,vM,an "men BAF oral y tM
ConzRMlDD d
n a -1 oNws K
Cones d wiN g,p C4-.1 flax kr
mbm�u
iaao a. NmimeoceaeNT. al ime.eonN a, wme.uo.M
tlakuons :a thaw CADD fits affil M
madcat Ne IuOmiuk el IM1m Parh making wrN RVW.r,c add4,m
or tlakuo.s end am vary sMll bAa Mrn,lm 1M1c
CanwlM.a 4amanY &all nspannUllHlex aims, and l�abiliu.+.
08/27/20 CITY SUBMITTAL
PROFESSIONAL SIGNATURE
V`
an Dell- PE
Lice d[
Dat
41352
Loucks Project No.
18415
Project Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
CO-1COVER
SHEET
C1-1 EXISTING CONDITIONS
C1-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3 -2-C3-3
SWPPP&NOTES
C4-1 OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
C5-1 - C5-3
STREET & STORM
SEWER PLAN
C8-1 - C8-3
CIVIL DETAILS
L1-1
LANDSCAPE PLAN
1-2-1 LANDSCAPE DETAILS
M.DOT 2573
MACHINE SLICED OR
PREASSEMBLED
MIN.
ABOVE GROUND OPTION
APPROVED BY
TIE LI- ENGINEER.
6"X6" EARTH FILL
II
FENCE
BMATERIAL
" APRON
5' POSTS - R' MAX. ON CENTER
MINIMUM 2' PENETRATION
REG. M.DOT 3886
R
SILT FENCE
NO SCA E
L�
„Y arraoa
OR
JQ P o STANDARD PLATE NO.
ad JG
CUSS ^ N P RAPEOVLL�
N GEOTEYTILE FABRICER
NSA.
3 AS SPFOFIFD
TOP Df BEAn1
PONDING OvfRFLOW ELEVATION mf Ri
RAP R FABRIC. E W
Y BASIN OVERFLOW Op 3010 �w
a
0
u
C,
0
OZ O
o- o
pill
aO
_ 3° � pppppppp
— P£
F p�
Z rc3 o Iz
s
SUPERELEVATED
�U R ES IDENTIAL STREET 2004A
SECTION
HARD SURFACE
PUBLIC ROAD
Sp.
�NM�4
6 MINIMUM
I
1"-2" WASHED ROCK —/
ROCK CONSTRUCTION ENTRANCE
NO SCALE
.o
- RaP. tSeFO STANDARD PLATE N0.
0 V 505
m RTEFL GSIn REOUI0.ED TH
UNDER 14-
0. R2•
a3,_•
o:Da4T•
aa
o.46r
asar
1- GROUT PIPE TACRU
WDED
TOTHEFRONr EDGE OFTHE
ELYW/PRESSURE CASING PIPE
aLowN E_OONNCE
WELDEDSTEUCASING
I'CRUTER THAN THERE
0,10,0 IHEGRRIERPIPE.
4"" TESAIED
RVW D6PER TRIMAS NEEDED TO
FOR PIP[LENGTHI. CRADDLE GRRIER PIPE
CAST GPIPE ON
113•-26
G. HEEL
112— THU51.
STEEL NG PIPE
I. OR IACKN—RING TO—DESIGNATION
AZS2. GRADE 300. ASTM UF81—mON A139. GRADE B.
BLOCgNGASTRAPP11G1.wTERW13SIWLLBEAPPROVfDIP ENGINEERPRXJRTO
USEODBL
3. CONTP.ICTOR MAY lRIL2,PACER BDSIINPlACEOF—I.TpMLIST BEE
AP—EO BY THE ENGIIEER.
• STEEL CASING `op 4UU9 No.
SNAKE BAG
0
DROP INLET
WITH GRATE
TYPE FF (MONO -MONO FABRIC)
BAG FILLED WITH I.5" CLEAN
"SEWER ROCK OR 6 SILT SOCK
AN ADDITIONAL1B" OF GEOTEXTILE
2"% N
IB W AFPEDOSTAPN0 D.THE WOOD
LE
GEOTEXTILE SIZE SHALL BE
A
GREATER ON LL
SIDES Or THE INLET LOVER.
PLACE GEOTE%TILE UNDER
INLET COVER.Qj µ00D 2"X1" E%TENDIED
B"
BUD
ND GRATE WIDTH
ON BOTH SIDES.
GEOTEXTILE USED FOR INLET PROTECTION SHALL BE
Q `LL MON FILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3BB6
is R MACHINE SUCED.
5 ®WIMCO'S MAY BE USED IN PLACE OF ABOVE.
Q ALL DROP SHALL BE PROTECTION SHABE REMOVED
PRIOR TO WINTER FREEZE.
DROP INLET PROTECTION
c NO SCALE
g .- OtJC O STANDARSD�LATE N0.
no,
T
Sp
o%
"E
� T
24®�
24®I 10 If
(�
I _
4� 10 f1O� L
STAKES PLACED BEHIND SILT
SOCK TO PROVIDE ADDITIONAL
SUPPORT AS NEEDED (DO NOT
PENETRATE SILT SOCK FABRIC)
Q
MAX. SLOPE
OF 15%
` 2" TRENCH
BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET
FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION.
® SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE
UPSLOPE SIDE INFRONT.
Q SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE
REMOVED.
SILT SOCNO SCALEK
PPRP LS2 ° O STANDAR50 PLATE NO.
i■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD files se bylt Wuhan[ props
ms Of deC Lem prakuimnla im for "ae soky
bnrc prgeee Tbaw GDD flea atoll not be uxd
�ks addRio bIM1Mp ar ln. rmlaN
t by
C
od- ni" wal b
Con.�IM tRInSIh Ue Ps ff" a roval,d
lonly.
of rNo Woo a fl s k
mre� bmaram al m oral o
aakaona �a Nac GOD fibs shMl M
°a Ne .II rM1k of N.t pato meWng a
tlMI.M1 rtv'weas, additions
ar n�ona enJ Umr parry sh.R M1dtl M1arndass aiM intlemniy rM1e
08/27/20 CITY SUBMITTAL
PROFESSIONAL SIGNATURE
1
'm.
V
WOOD FIBER ADJACENT
BLANKET MULCH PROPERTY
Dell -PE
41352
END OF UPPER BLANKET
TO OVERLAP BOTTOM
• ••
I END OF 11 11
A N BURIED IN 6- DEEP
FRTED TRENCH
Project Lead
WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED
Drawn By
ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH
THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES
SHALL BE OVERLAPPED A MINIMUM DF 6".
Checked By
PLASTIC DR WOOD BIODEGRADABLE STAKES OR STAPLES
SHALL BE USED IN PLACE OF METAL WIRE STAPLES.
EC STAKES AND BIUSTAKES ARE ACCEPTABLE PRODUCTS
FOR USE TO FASTEN WOOD FIBER BLANKET.
B
08/27/20
WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE
R�
NO SCALE
„• rPRp.
1 G
�SQ aO
STANDARD PLATE NO.
Y
®
®
502
C,
0
OZ O
o- o
pill
aO
_ 3° � pppppppp
— P£
F p�
Z rc3 o Iz
s
SUPERELEVATED
�U R ES IDENTIAL STREET 2004A
SECTION
HARD SURFACE
PUBLIC ROAD
Sp.
�NM�4
6 MINIMUM
I
1"-2" WASHED ROCK —/
ROCK CONSTRUCTION ENTRANCE
NO SCALE
.o
- RaP. tSeFO STANDARD PLATE N0.
0 V 505
m RTEFL GSIn REOUI0.ED TH
UNDER 14-
0. R2•
a3,_•
o:Da4T•
aa
o.46r
asar
1- GROUT PIPE TACRU
WDED
TOTHEFRONr EDGE OFTHE
ELYW/PRESSURE CASING PIPE
aLowN E_OONNCE
WELDEDSTEUCASING
I'CRUTER THAN THERE
0,10,0 IHEGRRIERPIPE.
4"" TESAIED
RVW D6PER TRIMAS NEEDED TO
FOR PIP[LENGTHI. CRADDLE GRRIER PIPE
CAST GPIPE ON
113•-26
G. HEEL
112— THU51.
STEEL NG PIPE
I. OR IACKN—RING TO—DESIGNATION
AZS2. GRADE 300. ASTM UF81—mON A139. GRADE B.
BLOCgNGASTRAPP11G1.wTERW13SIWLLBEAPPROVfDIP ENGINEERPRXJRTO
USEODBL
3. CONTP.ICTOR MAY lRIL2,PACER BDSIINPlACEOF—I.TpMLIST BEE
AP—EO BY THE ENGIIEER.
• STEEL CASING `op 4UU9 No.
SNAKE BAG
0
DROP INLET
WITH GRATE
TYPE FF (MONO -MONO FABRIC)
BAG FILLED WITH I.5" CLEAN
"SEWER ROCK OR 6 SILT SOCK
AN ADDITIONAL1B" OF GEOTEXTILE
2"% N
IB W AFPEDOSTAPN0 D.THE WOOD
LE
GEOTEXTILE SIZE SHALL BE
A
GREATER ON LL
SIDES Or THE INLET LOVER.
PLACE GEOTE%TILE UNDER
INLET COVER.Qj µ00D 2"X1" E%TENDIED
B"
BUD
ND GRATE WIDTH
ON BOTH SIDES.
GEOTEXTILE USED FOR INLET PROTECTION SHALL BE
Q `LL MON FILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3BB6
is R MACHINE SUCED.
5 ®WIMCO'S MAY BE USED IN PLACE OF ABOVE.
Q ALL DROP SHALL BE PROTECTION SHABE REMOVED
PRIOR TO WINTER FREEZE.
DROP INLET PROTECTION
c NO SCALE
g .- OtJC O STANDARSD�LATE N0.
no,
T
Sp
o%
"E
� T
24®�
24®I 10 If
(�
I _
4� 10 f1O� L
STAKES PLACED BEHIND SILT
SOCK TO PROVIDE ADDITIONAL
SUPPORT AS NEEDED (DO NOT
PENETRATE SILT SOCK FABRIC)
Q
MAX. SLOPE
OF 15%
` 2" TRENCH
BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET
FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION.
® SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE
UPSLOPE SIDE INFRONT.
Q SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE
REMOVED.
SILT SOCNO SCALEK
PPRP LS2 ° O STANDAR50 PLATE NO.
i■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD files se bylt Wuhan[ props
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08/27/20 CITY SUBMITTAL
PROFESSIONAL SIGNATURE
1
'm.
V
Lice �
Dell -PE
41352
Dat
• ••
Loucks Project No. 18415
Project Lead
VJV
Drawn By
ZHW
Checked By
VJV
Review Date
08/27/20
CO-1COVER
MMEM
SHEET
C1-1
EXISTING CONDITIONS
C7-2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3 -2-C3-3
SWPPP&NOTES
C4-1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
C5-1 - C5-3
STREET & STORM
SEWER PLAN
C8-1 - CB -3
CIVIL DETAILS
L1-1LANDSCAPEPLAN
L2-1
LANDSCAPE DETAILS
__ I
--- I-1-- I---- I'--- I----- h--- F---- I---- I----- I----- I---- I----- I----- I- rl'r---- I----- I----- I--__
70th Street Northeast
0 50 100
LANDSCAPE PLAN
SCALE IN FEET
CAFRQ
Gopher State One Call
TVIN CITY MEA: 651-454-0002
TOLL FREE 1-800-252-1188
WARNING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTIUTIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES. CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
GROUNDCOVER LEGEND
SOD / TOPSOIL - SEE NOTES (2750 SY)
MNDOT NATIVE SEED MIX 33-261
STORMWATER ( 720 SY)
0 20 40
TYPICAL 2 -UNIT LANDSCAPE PLAN
SCALE IN FEET
LANDSCAPE REQUIREMENTS
MNDOT NATIVE SEED MDC 35-241
OVERSTORYTREES-2TREES PER UNIT
MESIO PRAIRIE GENERAL (1,215 SY)
DECIDUOUS OVERSTORY TREES -2.5" Cal
CONIFEROUS TREES - 6' Ht.
ROCK MULCH -1-1/2" GREY TRAP ROCK
TOTAL TREES
4" DEPTH
0 20 40
TYPICAL 2 -UNIT LANDSCAPE PLAN
SCALE IN FEET
LANDSCAPE REQUIREMENTS
PLANT SCHEDULE
REQ'D PROP
OVERSTORYTREES-2TREES PER UNIT
34
DECIDUOUS OVERSTORY TREES -2.5" Cal
CONIFEROUS TREES - 6' Ht.
30
4
TOTAL TREES
34
PLANT SCHEDULE
DECIDUOUS TREES QTY 1COMMONNAME BOTANICAL NAME CONT CAL
AS 5 AUTUMN BLAZE MAPLE Acer freemanii'Autumn Blaze' B & B 2.5"Cal
RB 7 RIVER BIRCH Betula nigra B & B 2.5"Cal
QA 6 QUAKING ASPEN Populus tremuloides 25 gal 2.5'Cal
QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal
' NH 9 NEW HORIZON ELM Ulmus carpinifolia'New Horizon' B & B 2.5"Cal
�y - U
Lice ktO6
EVERGREEN TREES
JOTY
I COMMON NAME
BOTANICAL NAME
ICONT
ICAL
BS
14
1 BLACK HILLS SPRUCE
Picea glauca'Densata'
IB&B
6' Ht.
08/27/20
SHRUBS
I QTY
I COMMON NAME
BOTANICAL NAME
ICONT
ISIZEATPLANTING
LANDSCAPE DETAILS
BLS
181
BIRCH -LEAF SPIREA
I Spirea x betulifolia'Tor'
15 gal
24" HGT
GRASSES
JQTY
I COMMON NAME
I BOTANICAL NAME
ICONT
I SIZE AT PLANTING
FG
168
1 FEATHER REED GRASS
I Calamagrosfls x acueflora'Karl Foerster'
11 gal
CONIFEROUS SHRUBS JQTY COMMON NAME ISOTANICAL NAME ICONT SIZE AT PLANTING
Si 154 ISCANDAJUNIPER Juniperussabina'Scandia' 5gal
TY I 24TAUNTON YEW Taxus x media -Taunton' 5 gal 18" SPRD
TEA 9 TECHNIT. ARBORVITAE Thuja occidentalis'Bailjohn 5 gal
TG 124 1 TECHNY GLOBE ARBORVITAE Thuja occidentalis'Techny Globe' 5 gal
PERENNIALS
ICITY I
COMMON NAME
BOTANICAL NAME ICONT
ISIZE
AT PLANTING
SSD
1205 1
STELLA SUPREME DAYLILY
Hemerocallis x'Stella Supreme' 11
gal
GENERALNOTES
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH
EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS
SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS
DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COSTTO THE OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES
AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS
(MINIMUM 10'- 0" CLEARANCE).
ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY
EXISTING TREES TO REMAIN.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON
INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL
DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME.
THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD
ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE
REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.
■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.louckainc.com
C -D it. - a by rN Camuhsa[ kr N, w6r wojen
jr
e Caruuham prolauional semrm for uw a"lely wpect ro rhh project iMse CADD fJn AeR net be,aM
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08/27/20 CITYSUBMITTAL
I hereby ify tha[ [hiz plan, speciR A waz
prepared by me or order my diren z
I am a duty U..d Lendsape i
d [ha[
d
me Iowa
orMe Stam of Minneapm. `(`�_
Ci -2
�Dwn
C2-1 - C2-2
�y - U
Lice ktO6
24610
Dat
C3-2 - C3-3
Loucks Project No.
18415
Project Lead
VJV
Drawn By
GAJ
Checked By
GAJ
Review Date
08/27/20
00-1
COVERSHEET
C7-1
EXISTING CONDITIONS
Ci -2
DEMOLITION PLAN
C2-1 - C2-2
SITE PLAN
C3-1
GRADING PLAN
C3-2 - C3-3
SWPPP & NOTES
C4-1
OVERALL UTILITY PLAN
C4 -2-C4-3
SANITARY SEWER&
WATERMAIN PLAN
CS -1 - C5-3
STREET & STORM
SEWER PLAN
CB -1 - CB -3
CIVIL DETAILS
L1-1LANDSCAPE
PLAN
L2-1
LANDSCAPE DETAILS
THE CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING ALL TREES INA
PLUMB POSITION THROUGH THE
WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED.
ANY STAKING MUST CONFORM WITH
PRACTICES AS DEFINED INA * N.A.
GUIDELINES FOR STANDARD
PRACTICES
PRUNE DAMAGED AND CROSSING
BRANCHES AFTER PLANTING IS
COMPLETE.
CUT BACK WIRE BASKET
WATER TREE THOROUGHLY DURING
PLANTING OPERATIONS. PLACE
BACKFILL IN 8-12" LIFTS AND
SATURATE SOIL WITH WATER. DO
NOT COMPACT MORE THAN
NECESSARY TO MAINTAIN PLUMB.
16'x2" POLYPROPYLENE OR
POLYETHYLENE STRAP
TREE WRAP TO FIRST BRANCH
SAFETY FLAGGING - ONE PER WIRE
ROOT FLARE EVEN WITH OR JUST
/ MULCH -4" DEEP. NO MULCH
CONTACT WITH TRUNK -SEE NOTES
OR SPECS.
2z ROOT BAL IVIIDT BACKFILL WITH IN SITU TOPSOIL
WOOD STAKE (OPTIONAU
EDGE VARIES - SEE PLAN
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
SSET OIL ANT ON UNDISTURBED NATIVE
CONTRACTOR IS RESPONSIBLE FOR
TESTING PERCOLATION RATES PRIOR
TO PLANTING. NOTIFY LANDSCAPE
ARCHITECT IMMEDIATELY IF POOR
DRAINAGE EXISTS.
1 I DECIDUOUS TREE PLANTING i■ LOUCKS
SCALE: 1/2" - V-0" Deciduous Tree Plandng.dwg
LANDSCAPE INSTALLATION
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS
WORKING ON SITE.
NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED
IN THE IMMEDIATE AREA.
WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW
SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.
SEED ALLAREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD.
MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT
3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT CATEGORY 1, STRAW
RD 1S BLANKET CONFORMING WITH MNDOT 3885.
SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE
CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES,
THE SOD SHALL BE STAKED TO THE GROUND.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR
NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS
SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL
TREES SHALL HAVE NO V -CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN T ABOVE ROOT BALL
STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE.
ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL
CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING.
PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST.
SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.
NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE
LANDSCAPE ARCHITECT BY TH E LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR
QUOTATION.
ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN
LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE
ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.
ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3,3 SLOW RELEASE FERTILIZER
MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED
FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5"
CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING
SPRING IN THE TREE SAUCER.
ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A
MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT
OR MANURE AND 10 PARTS SAND.
ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM
PLANTS.
WO
2 CONIFEROUS TREE PLANTING
SCALE: 1/2" = V-0"
THE CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING ALLTREES IN A
PLUMB POSITION THROUGH THE
WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED.
ANY STAKING MUST CONFORM WITH
PRACTICES AS DEFINED IN A.N.A.
GUIDELINES FOR STANDARD
PRACTICES.
PRUNE ANY DAMAGED BRANCHES
AFTER PLANTING IS COMPLETE.
WATER TREE THOROUGHLY DURING
PLANTING OPERATIONS. PLACE
BACKFILL IN 8-12" LIFTS AND
SATURATE SOIL WITH WATER. DO
NOT COMPACT MORE THAN
NECESSARY TO MAINTAIN PLUMB.
16"x2" POLYPROPYLENE OR
POLYETHYLENE STRAP
SAFETY FLAGGING - ONE PER WIRE
MULCH - 4" DEEP - SEE NOTES OR
SPECS. MULCH MUST NOT BE IN
CONTACT WITH TRUNK
BACKFILL WITH IN SITU TOPSOIL
WOOD STAKE (OPTIONAL)
EDGE VARIES - SEE PLAN
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
ROOT BALL SET ON UNDISTURBED
SUBGRADE
CONTRACTOR IS RESPONSIBLE FOR
TESTING PERCOLATION RATES PRIOR
TO PLANTING. NOTIFY LANDSCAPE
ARCHITECT IMMEDIATELY IF POOR
DRAINAGE EXISTS.
■u LOUCKS
Coniferous Tree Planting.dwg
WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING
PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP
ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1.
COMMERCIAL GRADE 5' BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND
ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE.
MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIECE SIZE. ALL ANNUALAND
PERENNIAL BEDS TO RECIEVE 3' OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO
RECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE
4' DEEP MULCH WITH NO MULCH INDIRECT CONTACT WITH TREE TRUNK.
SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S
RECOMMENDATIONS UNDER ALL MULCHED AREAS.
MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN
SPECIFICATION.
ROCK MULCH SHALL BE 1 "-1-1/2' GREY TRAP ROCK 4" DEEP OVER A FIBER MAT WEED BARRIER.
IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT
SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT
ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION.
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL
LANDSCAPE AND SITE IMPROVEMENTS.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL
TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO
OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE
THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING,
FERTILIZATION AND DISEASE/PEST CONTROL
CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR. WARRANTY
SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF
PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.
UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND
SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15.
FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST
15 -SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL
CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM
THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY
ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOILAND COMPACTION
CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.
REFER TO PLAN
VARIES
SHRUBS TO BE PLACED SO THAT TOP OF
I am a duly liceazed landsrnpe Aralli
18" MIN.
MULCH - 3" MIN DEPTH - SEE NOTES
CONTAINER SITS FLUSH WITH PROPOSED GRADE.
I
EDGING MATERIAL -SEE NOTES
A .ial,azan - u
Lice 610
PLANTING SOIL - SEE NOTES OR SPEC.
a
C4-1OVERALL
Loucks Project No.
MULCH - 3" DEPTH - SEE NOTES OR SPEC.
Project Lead
VJV
Drawn By
LANDSCAPE FABRIC - SEE NOTES OR SPEC.
Checked By
GAJ
'
EDGING MATERIAL -SEE NOTES OR SPEC.
Z
_
III—III
SEE NOTES
EDGE VARIES - REFER TO PLAN
9
LOOSEN ROOTS OF PLANT MATERIAL
PRIOR TO PLANTING
�i
yy
LOUCKS
4
SCALE: 3/4" V-0"
Perennial Planting.dwg
LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS.
=
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO
_I I
I'I I I -I
I I—III
PLANTING
SHRUB PLANTING
i■ LOUCKS
3
SCALE: 3/4"
V-0"
Shrub Planting.dwg
=
IRRIGATION NOTES
VERIFY PROPOSED IRRIGATION SYSTEM LAYOUTAND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR
TO SUPPLYING SHOP DRAWINGS.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND
SPECIFICATION ASA PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY
THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE
CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED AND LANDSCAPED AREAS ARE
IRRIGATED PROPERLY INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING
FOUNDATION. IRRIGATION IS NOT NEEDED IN NATIVE SEEDED AREAS.
THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE
APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS.
IRRIGATION SYSTEM SHALL NOT SPRAY ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN
SENSOR INTO IRRIGATION SYSTEM.
PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTINGS
AND SOD AREAS HAVE BEEN ESTABLISHED.
:■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 HemlDck Lane, Suite 30D
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD QUALIFICATION
n, r , addawm w N;a p,aiart. a,++.=pmpl.iA"
eomdv"t%w�N Ne eanwlum ppmva4aou"rs ar h
.dd.da smdaer ahJhdd ham ane mtlem*a
Canty bam any all,a, iblm-,a"d].eu4as.
08/27/20 CITY SUBMITTAL
I hereby ce,dy Nat this ple ,specification rtwaz
VARIES
d that
I am a duly liceazed landsrnpe Aralli
SEE PLAN
MULCH - 3" MIN DEPTH - SEE NOTES
C2-1- C2-2
I
EDGING MATERIAL -SEE NOTES
A .ial,azan - u
Lice 610
24610
EDGE VARIES - REFER TO PLAN
C4-1OVERALL
Loucks Project No.
18415
Project Lead
VJV
Drawn By
LO
Checked By
GAJ
'
12" DEPTH (MIN) LOAM PLANTING SOIL-
m
_
III—III
SEE NOTES
L2-1
LANDSCAPE DETAILS
LOOSEN ROOTS OF PLANT MATERIAL
PRIOR TO PLANTING
PERENNIAL PLANTINGEm
LOUCKS
4
SCALE: 3/4" V-0"
Perennial Planting.dwg
=
IRRIGATION NOTES
VERIFY PROPOSED IRRIGATION SYSTEM LAYOUTAND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR
TO SUPPLYING SHOP DRAWINGS.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND
SPECIFICATION ASA PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY
THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE
CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED AND LANDSCAPED AREAS ARE
IRRIGATED PROPERLY INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING
FOUNDATION. IRRIGATION IS NOT NEEDED IN NATIVE SEEDED AREAS.
THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE
APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS.
IRRIGATION SYSTEM SHALL NOT SPRAY ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN
SENSOR INTO IRRIGATION SYSTEM.
PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTINGS
AND SOD AREAS HAVE BEEN ESTABLISHED.
:■ LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 HemlDck Lane, Suite 30D
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD QUALIFICATION
n, r , addawm w N;a p,aiart. a,++.=pmpl.iA"
eomdv"t%w�N Ne eanwlum ppmva4aou"rs ar h
.dd.da smdaer ahJhdd ham ane mtlem*a
Canty bam any all,a, iblm-,a"d].eu4as.
08/27/20 CITY SUBMITTAL
I hereby ce,dy Nat this ple ,specification rtwaz
prepared by me or under my d�ntt s a
d that
I am a duly liceazed landsrnpe Aralli
Ne laws
of Ne Slate of Minnesot_a�. A•`
C2-1- C2-2
SITE PLAN
C3-1
A .ial,azan - u
Lice 610
24610
DatJ
C4-1OVERALL
Loucks Project No.
18415
Project Lead
VJV
Drawn By
GAJ
Checked By
GAJ
Review Date
08/27/20
CO -1
COVER SHEET
C1-1
EXISTING CONDITIONS
C1-2
DEMOLITION PLAN
C2-1- C2-2
SITE PLAN
C3-1
GRADING PLAN
C3 -2-C3-3
SWPPP&NOTES
C4-1OVERALL
UTILITY PLAN
C4 -2-C4-3
SANITARYSEWER&
WATERMAIN PLAN
C5-1 - C5-3
STREET & STORM
SEWER PLAN
CB -1 - CB -3
CIVIL DETAILS
L1-1
LANDSCAPE PLAN
L2-1
LANDSCAPE DETAILS
I- I
0
0
I I ice'
' WeY.d deneatcd by Nplhwg m .fine IZ 2018----
(MATCHLINE) I /
I I. I Imp 1 1. I I. I I. I I. I I. 1 1 ./I I. I I. I I. I I. I I. I I. I I . I L I I . I I. I I. 1 1. 1 1. I I. I I. I I. 1 1. 1 1= I I. I
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OUTLOT A
Dmnage & UbUty Easement 0- All 0Y 0,0ot A
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d=90°0031'
R=14.00
L -2L99
-u -..-
__..- •• •, •• • , �nR.'..� S0155711E 84.81
711- syn_"
S351�W 2f0.97 TM .,-y4.-.. ,'1M' .E 90.24
Omrloge d U8r1y a-le5B-1959 .1850/ 14.17 24.17 24.17 24.17
Eemma9t O -AN Of
Let 24.17 GF 963.5 GF 963.5 GF 963.5 GF 963.5
24.17
B I o c k 2417 1 GF 964.0 P, 813 2142
GF 964.0 ^, r_z 114 ^� e
417 24.17 24.17 24.17 24.17 24.17 2417
GF 964.5 0 9 1< f0 $ LO 963.5 LO 963.5 LO 963.5 LO 963.5
GF 964.5
962.5 GF 962.5 GF 963.5 GF 963.5 GF 964.5 GF 964.5 Q
0 0 0 8 $ `O LO 964.0 24.17 24.17 24.77 24.17
1 $ 2 $ S
3 o 4LO 964.0 lese-
e e
LO 964.5 24.17 /
962.5 LO 962.5 LO 963.5 LO 963.5 LO 964.5 LO 964.5 LO 964.5 14.77 y50 L.t069 54
7 R.2.74'39
64.84
I
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a.. I (MATCHLINE)
/ I I
I I I I
1 I
3
i I
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14d 19
18
M
0.huUft
m Eo::mrlt 0 -AN OI
Lot 18
` I • I /
2
24.17 1 24.17 24.17 24.17
eSeL 39.
I
1958 N0a55'l1aW 20.x55 1e58 IBSe---I--' BSBL26g
10449�=54 A'22
,...I I"iFQs: - - -�- - -
I.,alf8:.Y
- - - -r-
Krr/--/ L/ //-�.r-
L_ \/ L_
GENERAL NOTES
SURVEYOR: OWNER/DEVELOPER:
Loud Company
7200 Hemlock Lane, Suite 300 Street address
Maple Grove, MN 55330 City, MN 55X
763-424-5505 xxx-xxx-xxxx
1. Prepared August 24, 2020.
2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting
the fieldwork is unassigned.
3. The bearings for this survey are based on the Wright County Coordinate System NAD 83 (1996 Adjust).
7. Benchmark: MNDOT monument 8680 L, located 2.0 miles northwest of Albertville, 1.7 miles northwest along
Interstate Highway 94 from the junction of Interstate Highway 94 and County Road 37 in Albertville, at Interstate
Highway 94 milepoint 200.1, 123.0 feet east-southeast of a power pole with a transformer, 89.3 feet
north-northeast of westbound Interstate Highway 94, 9.0 feet south-southwest of the north right-of-way fence,
8.5 feet south-southwest of a witness post.
Elevation = 965.79 (NGVD29)
Site Benchmark: Top nut of fire hydrant located west of the southeast property corner.
Elevation = 962.36 (NGVD29)
B. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per
Community Panel No. 2707470001A, effective date of September 30, 1992.
9. The field work was completed on August 14, 2020.
10. See sheet 2 for additional property detail.
I ��I
- - - - - - -_ _
ZONING INFORMATION
Current Zoning: PUD - Planned Unit Development District
Proposed Zoning: PUD - Planned Unit Development
Proposed Setbacks:
Front 25 feet from 71st Street NE
Side 5 feet from Kittredge Parkway Northeast
40 feet from the wetland edge
Rear 65 feet from 70th Street NE
SITE DATA
Areas
Total Property Area = 508,487 +/- square feet or 11.67 +/- acres
Lots 1 - 17 = 1,619 +/- square feet (area per lot)
Lot 18 = 63,884 +/- square feet
Outlot A = 417,077 +/- square feet
- -
- -
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d=90°0031'
R=14.00
L -2L99
-u -..-
__..- •• •, •• • , �nR.'..� S0155711E 84.81
711- syn_"
S351�W 2f0.97 TM .,-y4.-.. ,'1M' .E 90.24
Omrloge d U8r1y a-le5B-1959 .1850/ 14.17 24.17 24.17 24.17
Eemma9t O -AN Of
Let 24.17 GF 963.5 GF 963.5 GF 963.5 GF 963.5
24.17
B I o c k 2417 1 GF 964.0 P, 813 2142
GF 964.0 ^, r_z 114 ^� e
417 24.17 24.17 24.17 24.17 24.17 2417
GF 964.5 0 9 1< f0 $ LO 963.5 LO 963.5 LO 963.5 LO 963.5
GF 964.5
962.5 GF 962.5 GF 963.5 GF 963.5 GF 964.5 GF 964.5 Q
0 0 0 8 $ `O LO 964.0 24.17 24.17 24.77 24.17
1 $ 2 $ S
3 o 4LO 964.0 lese-
e e
LO 964.5 24.17 /
962.5 LO 962.5 LO 963.5 LO 963.5 LO 964.5 LO 964.5 LO 964.5 14.77 y50 L.t069 54
7 R.2.74'39
64.84
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1 I
3
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14d 19
18
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Lot 18
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24.17 1 24.17 24.17 24.17
eSeL 39.
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1958 N0a55'l1aW 20.x55 1e58 IBSe---I--' BSBL26g
10449�=54 A'22
,...I I"iFQs: - - -�- - -
I.,alf8:.Y
- - - -r-
Krr/--/ L/ //-�.r-
L_ \/ L_
GENERAL NOTES
SURVEYOR: OWNER/DEVELOPER:
Loud Company
7200 Hemlock Lane, Suite 300 Street address
Maple Grove, MN 55330 City, MN 55X
763-424-5505 xxx-xxx-xxxx
1. Prepared August 24, 2020.
2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting
the fieldwork is unassigned.
3. The bearings for this survey are based on the Wright County Coordinate System NAD 83 (1996 Adjust).
7. Benchmark: MNDOT monument 8680 L, located 2.0 miles northwest of Albertville, 1.7 miles northwest along
Interstate Highway 94 from the junction of Interstate Highway 94 and County Road 37 in Albertville, at Interstate
Highway 94 milepoint 200.1, 123.0 feet east-southeast of a power pole with a transformer, 89.3 feet
north-northeast of westbound Interstate Highway 94, 9.0 feet south-southwest of the north right-of-way fence,
8.5 feet south-southwest of a witness post.
Elevation = 965.79 (NGVD29)
Site Benchmark: Top nut of fire hydrant located west of the southeast property corner.
Elevation = 962.36 (NGVD29)
B. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per
Community Panel No. 2707470001A, effective date of September 30, 1992.
9. The field work was completed on August 14, 2020.
10. See sheet 2 for additional property detail.
I ��I
- - - - - - -_ _
ZONING INFORMATION
Current Zoning: PUD - Planned Unit Development District
Proposed Zoning: PUD - Planned Unit Development
Proposed Setbacks:
Front 25 feet from 71st Street NE
Side 5 feet from Kittredge Parkway Northeast
40 feet from the wetland edge
Rear 65 feet from 70th Street NE
SITE DATA
Areas
Total Property Area = 508,487 +/- square feet or 11.67 +/- acres
Lots 1 - 17 = 1,619 +/- square feet (area per lot)
Lot 18 = 63,884 +/- square feet
Outlot A = 417,077 +/- square feet
- -
- -
_
- -
I
I I I
I I I
LEGAL DESCRIPTION
Outlot H, KITTREDGE CROSSINGS, Wright County, Minnesota.
LEGEND
O DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED 'LS 40980•
• DENOTES FOUND 1/2 INCH IRON MONUMENT,
CAPPED "1512294", UNLESS OTHERWISE SHOWN
O DENOTES FOUND WRIGHT COUNTY
CAST IRON MONUMENT
-808- BUILDING SETBACK UNE
-.I WETLAND BUFFER
----YL- WETLAND AS DELINEATED
4III Illzl
II
0 30 60
SCALE IN FEET
i®LOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
o r� P P,�d I, n. r�.xulrom f� � Pmla.t .ry
M. Cov.l.
,e.¶Pmzvwio,�alry uu eddy
n'�x CaeD 'ldsWl1otm .setl
qc<
oz
P.1- y I-
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hem .rmwut ..mev aaPm"'al by
a zh.Nr n.ler>t tw 1 .Id 11-1--d
xvubole*.1de ayemaemoih mo
Covukantfrom any&all rye onzb3ifex aieims, and lhbinies.
08/26/20 SURVEY.ISSUED.
...................................................
...................................................
I hereto cemh :hat ,t is sunny, plan or repos ms
prepared by me or under my direct superv6ion and that
I am a duh U- d land Surveyor under the lam of
the Sate of'' A
............................................................................. _ ..
Max L StanWowzU-PLS
License No. 48988
Date 08/26/20
Loucks Project No. 18415
Project Lead MLS
Drawn By NRS
Checked By MLS
Field Crew CMS/SRK
3
5 -
d=90°00'00"
R=)4.00
1 L=2,.99
I
I
(MATCHUNE) I
I= I I M I I M
— — — -J I
mmLOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Dred by n. [�.sulmm tw W
ew.�rm,u or x�m Cma.lram pmmvio�,.l xrcisas mP u:eMdsry
w ros mmgoaon
mulm.,. IWid J�e�C a
m�arad ra obrn�n <u dofattlm
�ley�; n antl mNmnccawiy. al imCMOebea.iu9^mMoad
aUd,win, a, aNetio�s Ie ,nem rAOD Rm mall be
made arena an uk ar ma, wro m.lu.,e.�.h m.dia.K aatlanm
Jdmim,s e�tl tl�m.11 Nvavola inm.rass>nadbbliih,n
Cwuuben, Prem any6all.espo.abiiaec clams. antl lbbiitiec �
I hereby unify that .his au . plan er report was
prepared by me or under my dirett supero- and e,
Iam a duly Lice W land Surveyor under die lam of
fie5mse of�Mjinnesota.
T �. „.
................................................................................
Ma L Stanislowski. PLS
License No. 48988
Date 08/26/20
Loucks Project No. 18415
Project Lead MLS
Drawn By NRS
Checked By MLS
Field Crew CMS/SRK
OUTLOT A
Orvinage & UUity Evsemavt Over All Of CuNof A
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GENERAL NOTES
Iry
1. SEE SHEET 1 FOR PRELIMINARY PLAT NOTES.
LEGEND
4(
9 \
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• DENOTES FOUND 1/2 INCH IRON MONUMENT,
CAPPED 'L512294', UNLESS OTHERWISE SHOWN
i
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/./
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—WL— WLR 11
—BSB.— BUILDING SETBACK LINE
G
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BUfA— WETLAND BUFFER
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--ML— WEf1AND AS DELINEATED
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`--- --W U.d ddlnevted by Kdh g m .fine 12 2018----``
pe
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mmLOUCKS
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Dred by n. [�.sulmm tw W
ew.�rm,u or x�m Cma.lram pmmvio�,.l xrcisas mP u:eMdsry
w ros mmgoaon
mulm.,. IWid J�e�C a
m�arad ra obrn�n <u dofattlm
�ley�; n antl mNmnccawiy. al imCMOebea.iu9^mMoad
aUd,win, a, aNetio�s Ie ,nem rAOD Rm mall be
made arena an uk ar ma, wro m.lu.,e.�.h m.dia.K aatlanm
Jdmim,s e�tl tl�m.11 Nvavola inm.rass>nadbbliih,n
Cwuuben, Prem any6all.espo.abiiaec clams. antl lbbiitiec �
I hereby unify that .his au . plan er report was
prepared by me or under my dirett supero- and e,
Iam a duly Lice W land Surveyor under die lam of
fie5mse of�Mjinnesota.
T �. „.
................................................................................
Ma L Stanislowski. PLS
License No. 48988
Date 08/26/20
Loucks Project No. 18415
Project Lead MLS
Drawn By NRS
Checked By MLS
Field Crew CMS/SRK
I
I
Signature Printed Name, Title
d=90°0031'
2-00-
- � I
L,'... `
_
Cy -
This instrument was acknowledged before me on this day of , 20 by Stephen Kroiss, as Chief Manager of Otsego Finest
— -- 1 \ 1 — `- —L— —
0 I
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1
d=22°1239' a
` `>R=269.54 1 I •(
L=104.49
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INSET
`f (SEE SHEET 2) :I BETS I N0
zz
G W `I I I
A zz
>° 12
h:
W
- — — —
C.11 ---
4 —
5W nY M. SE1/4
or See 24 r. 121, R 24
0 60 120
SCALE IN FEET
1 INCH = 60 FEET
VILLAS AT KITTREDGE CROSSINGS
KNOW ALL PERSONS BY THESE PRESENTS: That Otsego Finest Homes, a limited liability company, fee owner of the following described property situated in the
County of Hennepin, State of Minnesota, to wit:
.r. r�r i /• 1r
—111 11 ` " " Outlot H, KITTREDGE CROSSINGS, Wright County, Minnesota.
— — — — -- — — -- — T — I `-
I Has caused the same to be surveyed and platted as VILLAS AT KITTREDGE CROSSINGS, and does hereby dedicate to the public for public use the public way(s) and
\' the drainage and utility easements as created by this plat.
i d=90'00'00'
—R=14.00 I Li" In witness whereof said Otsego Finest Homes, a limited liability company, has caused these presents to be signed by its proper officer this day of
-
L=21.99 20
\ OTSEGO FINEST HOMES
OUTLOT A
Drahage & UEiity Ease I
Ots� A11 01 GUrLOT 4 _
f \
NE7 LNl0 �
660.92
37.00
S89°0520 -W 797.92
,../raF`: ,...r ,i. f.':: Vii:
�-S /he or Me SE 1/4 0 Sec 26, r. 124 R. 24
BEARINGS ARE BASED ON THE SOUTH LINE
OF OUTLOT H. KITTREDGE CROSSING HAVING
A BEARING OF S89°05'20' W.
O DENOTES I/2 INCH X 14 INCH IRON
MONUMENT SEr, MARKED "LS 48988'
• DENOTES FOUND 1/2 INCH IRON MONUMENT,
CAPPED -LS 12294', UNLESS OTHERWISE SHOWN
O DENOTES FOUND WRIGHT COUNTY
CAST IRON MONUMENT
—••—••— EDGEOFWETIAND
VICINF Y MAP
I Nor>�s
I I I
I I I
.:: W\, 71ST I
qZl ST NE !- I
SECTION 26, TOWNSHIP 121, RANGE 24,
WRIGHT COUNTY, MINNESOTA
By: Mayor By: Clerk
WRIGHT COUNTY SURVEYOR
hereby certofy that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of
20.
By:
Wright County Surveyor
WRIGHT COUNTY TREASURER
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20, on the land hereinbefore described have been paid. Also pursuant to
Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of —20
By: By:
Wright County Treasurer Deputy
WRIGHT COUNTY RECORDER
I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 . at
o'clock _.M., and was duly recorded in Cabinet No.. Sleeve , as Document No.
By:
Wright County Recorder
By:
Deputy
i■ LOUCKS
SHEET 1 OF 2 SHEETS
Signature Printed Name, Title
STATE OF
COUNTYOF
This instrument was acknowledged before me on this day of , 20 by Stephen Kroiss, as Chief Manager of Otsego Finest
Homes, a limited liability company, on behalf of the company.
_
Signature Printed Name, Title
I
Notary Public, County,
My Commission Expires
J,
SURVEYORS CERTIFICATION
I, Max L. Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of
W
I
Minnesota; that this plat is 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
i=
I
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
I
�ij
\r
::1
Max L. Stanislowski, Licensed Land Surveyor,
Minnesota License No. 48988
Ir
STATE OF MINNESOTA
COUNTY OF HENNEPIN
I _
The foregoing Surveyor's Certificate was acknowledged before me this day of 20 , by Max L. Stanislowski, Land Surveyor,
\-
Minnesota License No. 48988.
Signature Printed Name, Notary
Notary Public, Hennepin County, Minnesota
My Commission Expires January 31, 2020
CITY COUNCIL, CITY OF OTSEGO, MINNESOTA
This plat of VILLAS AT KITTREDGE CROSSINGS was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meeting thereof held
this day of 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2.
— —
— — _
City Council, Otsego, Minnesota
VICINF Y MAP
I Nor>�s
I I I
I I I
.:: W\, 71ST I
qZl ST NE !- I
SECTION 26, TOWNSHIP 121, RANGE 24,
WRIGHT COUNTY, MINNESOTA
By: Mayor By: Clerk
WRIGHT COUNTY SURVEYOR
hereby certofy that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of
20.
By:
Wright County Surveyor
WRIGHT COUNTY TREASURER
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20, on the land hereinbefore described have been paid. Also pursuant to
Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of —20
By: By:
Wright County Treasurer Deputy
WRIGHT COUNTY RECORDER
I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 . at
o'clock _.M., and was duly recorded in Cabinet No.. Sleeve , as Document No.
By:
Wright County Recorder
By:
Deputy
i■ LOUCKS
SHEET 1 OF 2 SHEETS
VILLAS AT KITTREDGE CROSSINGS
I I
I 1
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I q
b
1
OUTLOT ASO°54'40"E 140.19
Dlnhnge A• UNity Easement 'rH'1H °1 fi 1 164' E H4
01sr NIO/OUftOTA SO°55'11"E 84.81 ,581
.y
J3 03 824'81'224097 W 8°451
SO°55'11 E S20°3446E y - 50°55'11"E
14.00.-_ 14.87,�, 50°55'11 E 48 11
18 S43'09'19"E SO°55'11 E --` a1_a� SO°55'11'E 1' �; 24.17
a\ 1 24.17 24.17 `
18.91 48 4 i 1- 48 4 o
:I; Dr hag. t IlWy o i 24.17 24.17 24.17 24.17 o M
0: Eosanmt over All OI S37°01'58"E SO°55'11 E �' o 0 00
4- Lot Ia `SO°55'11 E`er 24.17 0 0 e 18
I _ � 17.33 "-�
o
55°32'40'E oa1 24'17 I o o m 'ono Drohvge a• UIL4y
SO°55'11 "E SO°55'11'E 14.05 ���� .o So -55-11"E o no a '� b W 3 fond m E mt 0 -An Of
- 14.00.. /; 14.00 ` SO°55'11 "E., 24.1713 14 18 r 17
o' 1 a $0°55'11"E / I so '111E 1 1 t o o �'+ 11 3 12 3 ;+ 3 3 w 15 a o $ Lot la
o SO°557I °E i \ _ _ -- ` v r. . I • I
' 24.17 24.17 24.17 24.17 24.17 24.17 oo
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3427 24. 8 i 24.17 24.17
j 4&34 - -NO°55'1W48.34 NO155'111WoNO
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2003 y 4 5 6 7 ` W0-0
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24.17 ``------------g0----------- 24.17 9.54
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0155'111W A- -
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J 48.34 48.34 4 - NO°55'11 "W _ ' 12 3 0
NO°55'11"W NO°55'1!"W NO°55'11"W 24.17 F- S4 A= 2°
NO°55'11"W 10355 L=jQ4•49 R_289 I
d=90°00'31" I
R=14.00 -r --',, I
I
L=21.99
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- - - - - - - _ - - _ _ - _I - - - - - - - - - - - - -
BEARINGS ARE BASED ON THE SOUTH UNE
OF OUTLOT H, KITTREDGE CROSSING HAVING
A BEARING OF 589°05'20"W.
O DENOTES 1121NCH X 14INCH IRON
MONUMENT SET, MARKED 'LS 48988'
• DENOTES FOUND 1/2 INCH IRON MONUMENT,
CAPPED'LS 12294". UNLESS OTHERWISE SHOWN
VICINITY MAP
I NOTUOTU TU�
w ]1ST
_ pz 5T NE Zw '
3w
4� SITE
70TH STREET NE
SECTION 26, TOWNSHIP 121, RANGE 24,
WRIGHT COUNTY. MINNESOTA
I
---------------100----------------
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4111 �ill����
0 30 60
SCALE IN FEET
1 INCH= 30 FEET
-. LoucKs
SHEET 2 OF 2 SH
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---------------
100____-___________..I
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0 30 60
SCALE IN FEET
1 INCH= 30 FEET
-. LoucKs
SHEET 2 OF 2 SH