Planning Commission Packet 08-27-2024 updated
Planning Commission
Regular Meeting
Agenda
Tuesday, August 27, 2024
6:30 PM
Elk River City Hall
▪ Regular meeting in Council Chambers
1. CALL MEETING TO ORDER
2. PLEDGE OF ALLEGIANCE
3. CONSIDER AGENDA
4. CONSIDER MINUTES
4.1 Draft Planning Commission Minutes - July 23, 2024
5. PUBLIC HEARINGS
An opportunity for the public to express their opinions and raise questions pertaining to the agenda item. All comments
become part of the official public record. For this reason, all comments must be made at the podium so they can be heard
and recorded. Comments may also be provided in writing. There will not be deliberations, discussions, or answers to
questions until the hearing is closed. It is important to be courteous and allow each presenter to comment before adding
additional testimony.
5.1 Conditional Use Permit: Senior Housing/Memory Care Facility, PID 75-00729-0010 - DigniSuites
5.2 Conditional Use Permit: Religious Institution, 21695 Elk Lake Rd NW - River of Life Church
5.3 Conditional Use Permit: Vehicle Sales and Service, 17094 Vance St NW - Cornerstone KIA
Parking Lot Expansion
5.4 Land Use Amendment/Zone Change/Preliminary Plat: Meadowsweet Bend Residential Subdivision
- Twin Cities Land Development
5.5 Conditional Use Permit: Government Facility (Electrical Substation), PID 75-00915-0105 - Elk
River Municipal Utilities
6. GENERAL BUSINESS
Items in which the information is presented by city staff or consultants, then deliberation and action occur. General Business
items are not opportunities to receive or provide public input. However, the presiding officer may, at its sole discretion,
solicit public feedback.
7. COUNCIL LIAISON UPDATES
8. MOTION TO ADJOURN REGULAR MEETING
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The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.1
Meeting Date
August 27, 2024
Prepared By
Chris Leeseberg, Senior Planner
Item Description
Conditional Use Permit: Senior Housing/Memory
Care Facility, PID 75-00729-0010 - DigniSuites
Reviewed by
Chris Leeseberg
Zack Carlton
Action Requested
Recommend, by motion, approval of the Conditional Use Permit with the following conditions to satisfy the
standards set forth in Section 30-654:
1. A cross access easement shall be prepared and recorded outlining the use and maintenance obligations
of the access onto Quincy Street.
2. All comments on the Comment Letter dated August 21, 2024, shall be addressed.
3. Staff approval of all site, civil, and development plans.
4. The property shall be platted prior to issuance of any building permit.
Background/Discussion
The applicant is requesting a Conditional Use Permit (CUP) to construct a 32-unit memory care/assisted living
residential facility on Outlot A, Pullman Place. The property is 2.8 acres and is zoned PUD – Planned Unit
Development, where assisted living facilities require a CUP for approval. Additionally, there is currently a
driveway running through the center of the property to provide a connection between 172nd Avenue and
171st Lane. This will be removed and traffic that has previously used this shortcut will need to use other
public streets.
The proposed structure will be approximately 20,300 square feet and the site plan shows 18 parking
stalls. The ordinance requires 16 parking stalls for the proposed use. The project proposes to have an access
point on 172nd Avenue, which is a public street. They are proposing a secondary access onto Quincy Street,
which is a private drive that is part of Pullman Place.
The proposed structure will be composed of prefinished wood fiber siding, brushed smooth LP panels,
manufactured stone veneer, and asphalt shingles. Landscaping will consist of 43 trees distributed throughout
the property with a trash enclosure located near the secondary access.
Applicable Regulations
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
Page 9 of 111
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
The Elk River Station PUD was developed for residential and commercial uses. While the original intent of
the subject parcel, based on the PUD, was to be commercial, the proposed use will not endanger, injure or
detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health,
safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
Staff do not see a need to impose specific conditions to satisfy this standard.
2. Will be consistent with the comprehensive plan
The property is guided for multifamily, which includes higher density apartment and/or condominium
complexes in a master planned setting with common open spaces and recreational amenities. Multifamily
areas make up the smallest portion of the city’s housing stock and are primarily located off of major roadways
with proximity to commercial areas. The use is consistent with the Comprehensive Plan.
Staff do not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
There is a single one-acre vacant lot across the street, which is also guided as multifamily. The proposed use
will not affect development of the surrounding area.
Staff do not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
The property is surrounded by public facilities and services, so the use is served adequately by and will not
adversely affect essential public facilities and services, including streets, police and fire protection, drainage,
refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic
congestion or interference with traffic on adjacent and neighboring public thoroughfares.
Staff do not see a need to impose specific conditions to satisfy this standard.
5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be
detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust
or vibrations.
The proposed use aligns closely with the existing uses in the area. The use will not involve uses, activities,
processes, materials, equipment and conditions of operation that will be detrimental to any persons or
property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
As the applicant is proposing a secondary access onto the private drive of Quincy Street, a cross access
easement must be prepared and recorded outlining the use and maintenance obligations of the access.
6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance.
There are no natural, scenic or historic features of major importance on the subject parcel.
Staff do not see a need to impose specific conditions to satisfy this standard.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for
the issuance of a license or permit to establish and operate the proposed use in the city.
The use will fully comply with all other requirements of this Code, including any applicable requirements and
standards for the issuance of a license or permit to establish and operate the proposed use in the city.
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Staff do not see a need to impose specific conditions to satisfy this standard.
If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or
a report stating how the proposed use does not comply with the standards set forth in Section 30-654.
In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these
standards.
Financial Impact
None
Mission/Policy/Goal
Support the growth and development of the community.
Attachments
1. Location Map
2. Narrative
3. Elevations
4. Floor Plan
5. Site Plans
6. 5.1. Handouts from meeting
Page 11 of 111
Page 12 of 111
CU 24-15 Narrative
The DigniSuites team proposes to develop an Assisted Living and Memory Care “Care Home” to provide for
the needs of the elderly citizens and those with family members in need of assisted living and memory care
services. The newly designed building shows careful consideration for today’s healthcare environment and
realities, featuring 32 private suites for chronic care services. Residents will enjoy a home-like atmosphere in
a secured setting that allows freedom to participate in activities that not only manage their daily care needs
but also provides a higher quality of life than that offered in more institutional settings. With amenities
including a congregate dining room, daylit commons, activity/craft area, and a secure outdoor porch,
residents benefit from a life enrichment program that is specially designed for those with Alzheimer’s and
dementia. DigniSuites of Elk River’s goal is to provide our residents with the right care at the right time.
Hours of Operation: 24/7/365 Employees: 24-30 FTE / Payroll $1mm+
Total Land Size: 2.8 Acres (43,500 sq ft) Building Size: Approx. 20,300 Sq. Ft.
Occupancy: 32 Private Suites: High Care - 16 Residents / Memory Care - 16 Residents
Parking Stalls: 18 Outdoor Storage: Trash & Maintenance equipment
Screening: Extensive landscaping is typical, with emphasis to screen transformer & emergency generator
Signage: To be determined with City of Elk River, to include monument sign(s) and/or building signage.
The subject parcel is currently an out lot of the Elk River Station PUD (OUTLOT A, Pullman Place) and
DigniSuites request to amend the current PUD via a Conditional Use Permit to allow for assisted living and
nursing facilities will serve as a transition between nearby businesses and multifamily properties.
The proposed use will better occupy land that few commercial enterprises can fit on, after setbacks, ROW,
green space & parking are considered. Traffic impacts are minimal (residents do not operate vehicles) and
parking, limited to staff & visitors, is less than typical multifamily housing projects. DigniSuites always works
with local emergency services to reduce unnecessary calls to the site.
By granting the Application, Elk River will gain an attractive, tax-paying member to the community in an
otherwise idle property. The building and occupants are secure, noise is not an issue, and the neighbors
should appreciate a peaceful co-existence with the residents, while offering community benefits such as:
- Chamber of Commerce Membership - Public meeting room space
- Wellness clinic offerings - Charity drop-off site for food & clothing
- Local daycare center partnerships - Internship & volunteer opportunities
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No. Description Date
- SITE DEVELOPMENT SUBMITTAL 7/29/2024
DS.1
PROJECT NO:
DRAWN BY:
CHECKED BY:
24.62.02
CAD/BIM PUBLISH DATE:
BUILDING IMAGES
DRAWING TITLE
COPYRIGHT 2024 DISTYLE DESIGN ARCHITECTS, P.C.
MDK
DRAWING INFORMATION
DLK, JPC
7/26/2024
Elk River Minnesota 55330
Elk River
620 Mendelssohn Ave. N, Suite 118
Minneapolis, Minnesota
[763] 591.0996
9 PERSPECTIVE RENDER
DS.1
5 WEST ELEVATION RENDER
DS.1
13 PERSPECTIVE RENDER
DS.1
1 EAST ELEVATION RENDER
DS.1
7/29/2024
Page 14 of 111
No. Description Date
- SITE DEVELOPMENT SUBMITTAL 7/29/2024
DS.3
PROJECT NO:
DRAWN BY:
CHECKED BY:
24.62.02
CAD/BIM PUBLISH DATE:
BUILDING
ELEVATIONS
DRAWING TITLE
COPYRIGHT 2024 DISTYLE DESIGN ARCHITECTS, P.C.
MDK
DRAWING INFORMATION
DLK, JPC
7/26/2024
Elk River Minnesota 55330
Elk River
620 Mendelssohn Ave. N, Suite 118
Minneapolis, Minnesota
[763] 591.0996
T/O VMC FLOOR
100'-0"
VMC ROOF DECK
110'-0"
MFR STONE
VENEER
PREFIN BRUSHED
SMOOTH LP
PANEL
STAINED WD
HINGED GATE
PAINTED WD
TRIM
PREFIN MTL
COLUMN
SHINGLE ROOF
STAINED WD
PRIVACY FENCE
MFR WALL CAP
PREFIN MTL
FACING & TRIM
T/O VMC FLOOR
100'-0"
VMC ROOF DECK
110'-0"
STAINED WD
PRIVACY FENCE
PREFIN MTL
COLUMN
T/O VMC FLOOR
100'-0"
VMC ROOF DECK
110'-0"
PREFIN BRUSHED
SMOOTH LP
PANEL
STAINED WD
HINGED GATE
PAINTED WD
TRIM
PREFIN MTL
COLUMN
PREFIN MTL
FACING & TRIM
T/O VMC FLOOR
100'-0"
VMC ROOF DECK
110'-0"
PAINTED
HOLLOW MTL
DOOR
T/O VMC FLOOR
100'-0"
VMC ROOF DECK
110'-0"12'-0 1/2" 9'-5 3/4" 8'-0 1/2"14'-5 3/4" 8'-1 3/4"6'-3"22'-7 1/2"29'-6 3/4"PREFIN BRUSHED
SMOOTH LP PANEL
PREFIN WD FIBER
SIDING
STAINED WD
PRIVACY FENCE
PREFIN
WINDOW
SHINGLE ROOFING
PREFIN WD FIBER
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MFR WALL CAP
EXTERNALLY
ILLUMINATED
SIGN 49 sq ft±
MFR STONE
VENEER
MFR STONE
VENEER
MFR WALL CAP PREFIN WD
FIBER TRIM
PAINTED HOLLOW
MTL DOOR
PREFIN AL OR
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PREFIN MTL
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PREFIN AL OR
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T/O VMC FLOOR
100'-0"
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110'-0"29'-6 3/4"EXTERNALLY
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SIGN 73 sq ft±
MFR STONE
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PREFIN BRUSHED
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PAINTED WD
FIBER TRIM
PREFIN
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MFR WALL CAP PREFIN BRUSHED
SMOOTH LP PANEL
MFR WALL CAPPREFIN AL OR
FIBERGLASS
STOREFRONT DOOR
PREFIN AL OR
FIBERGLASS
STOREFRONT
WINDOW
PREFIN MTL
FACING & TRIM
T/O VMC FLOOR
100'-0"
VMC ROOF DECK
110'-0"
EXTERNALLY
ILLUMINATED
SIGN 95 sq ft±
PAINTED WD
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PREFIN WD FIBER
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PREFIN WD FIBER
TRIM
PREFIN AL OR
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STOREFRONT DOOR
PREFIN MTL
FACING & TRIM
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VENEER
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T/O VMC FLOOR
100'-0"
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110'-0"
EXTERNALLY
ILLUMINATED
SIGN 95 sq ft±
PREFIN AL OR
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STOREFRONT DOOR
MFR STONE
VENEER
PAINTED HOLLOW
MTL DOOR
SCALE: 1/16" = 1'-0"
13 REFUSE EAST ELEVATION
DS.3 0 8' 16' 32'SCALE: 1/16" = 1'-0"
14 REFUSE WEST ELEVATION
DS.3 0 8' 16' 32'SCALE: 1/16" = 1'-0"
15 REFUSE NORTH ELEVATION
DS.3 0 8' 16' 32'SCALE: 1/16" = 1'-0"
16 REFUSE SOUTH ELEVATION
DS.3 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
1 EAST ELEVATION
DS.3 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
5 WEST ELEVATION
DS.3 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
9 SOUTH ELEVATION
DS.3 0 8' 16' 32'SCALE: 1/16" = 1'-0"
11 NORTH ELEVATION
DS.3 0 8' 16' 32'
7/29/2024
Page 15 of 111
No. Description Date
- SITE DEVELOPMENT SUBMITTAL 7/29/2024
DS.2
PROJECT NO:
DRAWN BY:
CHECKED BY:
24.62.02
CAD/BIM PUBLISH DATE:
BUILDING FLOOR
PLAN
DRAWING TITLE
COPYRIGHT 2024 DISTYLE DESIGN ARCHITECTS, P.C.
MDK
DRAWING INFORMATION
DLK, JPC
7/26/2024
Elk River Minnesota 55330
Elk River
620 Mendelssohn Ave. N, Suite 118
Minneapolis, Minnesota
[763] 591.0996
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PARKING AND WALKS - SEE CIVIL DRAWINGS
24'-0"24'-0"323'-11"
126'-9"70'-5"24'-0"24'-0"126'-9"
6'-6"3'-8"SIGN AREA 11 sq ft±
STAINED WOOD
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OPEN 123456789123456789 NNSCALE: 1/16" = 1'-0"
9 FLOOR PLAN
DS.2 0 8' 16' 32'
SCALE: 1/2" = 1'-0"
15 GROUND SIGN ELEVATION
DS.2 01'2' 4'SCALE: 1" =100'
16 ARCHITECTURAL SITE PLAN
DS.2 0 50' 100' 200'
GROUND SIGNS,
SEE 15/DS.2
7/29/2024
Page 16 of 111
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COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERSITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT
MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
CITY OF ELK RIVER SITE SPECIFIC NOTES:
1. RESERVED FOR CITY SPECIFIC SITE NOTES.
ACCESSIBILITY ROUTE ARROW (IF
APPLICABLE) DO NOT PAINT.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)
FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT
ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT
NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND
PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED
AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF
MATERIALS. STAKE LAYOUT FOR APPROVAL.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET
OPENING PERMIT.
4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE
IMPROVEMENT MATERIALS.
5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR
REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE
STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF
BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE
ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT
NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB
RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.
REQUIREMENTS-SEE DETAIL.
10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC.
WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED
OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE
IMPROVEMENTS.
14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.
17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE
LANDSCAPE DOCUMENTS.
19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND
SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO
ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB
OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE
GEOTECHNICAL REPORT FOR AGGREGATE
BASE & CONCRETE DEPTHS, WITHIN ROW
SEE CITY DETAIL, WITHIN PRIVATE
PROPERTY SEE CSG DETAIL
OPERATIONAL NOTES
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
REMOVE EXCESS OFF-SITE.
TRASH REMOVAL
TRASH SHALL BE PLACED IN EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
DIGNISUITES DEVELOPMENT, LLC
600 INWOOD AVENUE N, #130
OAKDALE, MN 55128STUART BESTUL
763-569-4020
SBESTUL@CBSCONSTRUCT.COM
Page 17 of 111
8" PVC8" PVC(Per Rec.)8" PVC15"
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18" RCP
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Landscaping Rock
PID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105
Address: 17155 Quincy Street NW
Owner: Negus Violet
8" PVC Plug(Per Rec.)8
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)8" DIP(Per Rec.)16" DIP (Per Rec.)16" DIP (Per Rec.)171ST
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)TWINS LAKES ROAD NW(A Public R/W)12" RC
P 12" RCP
12" RCP
OverhangBenchBenchBrick and Lap Sided Clock TowerFoundation Area = 166 +/- Sq. Ft.
Found
1
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Found 1/2 Inch Iron
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Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Access
Acc
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s
s Bituminous DriveBituminous DriveBituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concr
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S
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Drainage and Utility
Easement Per Plat of
Elk River Station
Drainage and Utility Easement
Per Plat of Elk River StationDrainage and UtilityEasement Per Plat
QUINC
Y
S
T
R
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T
N
W
(Privat
e
Dri
v
e)12" RCP12" RCPMedianMedianEXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
FOR ALL FENCE REMOVALS OR
PRESERVATIONS ON LOT LINES:
CONTRACTOR SHALL CONFIRM
OWNERSHIP OF FENCE PRIOR TO
REMOVAL AND COORDINATE WITH
ADJACENT PROPERTY OWNER.
REMOVE ALL EXISTING PRIVATE
UTILITY SERVICES (THAT ARE NOT
TO BE REUSED) PER PRIVATE
UTILITY COMPANY AND CITY
STANDARDS
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION OF
UTILITIES. UPON COMPLETION OF
UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
CONCRETE SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
CONCRETE SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
CONCRETE SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
CONCRETE SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
BITUMINOUS SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
BITUMINOUS SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING BENCH TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CLOCK TOWER
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING BENCH TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING LANDSCAPING &
ROCK TO REMAIN, PROTECT
FROM DAMAGE, TYP.
REMOVE EXISTING
DRIVE ENTRANCE
EXISTING CURB &
GUTTER TO REMAIN,
PROTECT FROM
DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
REMOVE EXISTING
CURB & GUTTER, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CURB & GUTTER
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING FIRE HYDRANT
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING FIRE
HYDRANT TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
REMOVE EXISTING
SIGN & FOOTINGS, TYP.
REMOVE EXISTING
SIGN & FOOTINGS, TYP.
REMOVE EXISTING
SIGN & FOOTINGS, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL AND
PARKING SIGNS, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL AND
PARKING SIGNS, TYP.
EXISTING CURB &
GUTTER TO REMAIN,
PROTECT FROM
DAMAGE, TYP.
EXISTING CURB &
GUTTER TO REMAIN,
PROTECT FROM
DAMAGE, TYP.
EXISTING CURB &
GUTTER TO REMAIN,
PROTECT FROM
DAMAGE, TYP.
EXISTING DRIVE ACCESS
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING LIGHT POLE
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIGN TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CONCRETE PATIO TO REMAIN,
PROTECT FROM DAMAGE, TYP.
EXISTING CATCH BASIN
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CATCH BASIN
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SAN MH TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CATCH BASIN
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING CATCH BASIN
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SMALL
UTILITIES TO REMAIN,
PROTECT FROM
DAMAGE, TYP.
EXISTING GAS LINE TO
REMAIN, PROTECT
FROM DAMAGE, TYP.
REMOVALS PLAN LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE
MATERIAL, INCLUDING BIT., CONC., AND
GRAVEL PVMTS.
REMOVAL OF STRUCTURE
INCLUDING ALL FOOTINGS AND
FOUNDATIONS.
TREE REMOVAL - INCLUDING
ROOTS AND STUMPS
COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERC1.0
REMOVALS PLAN
REMOVE CURB AND GUTTER. IF IN
RIGHT-OF-WAY, COORDINATE WITH LOCAL
GOVERNING UNIT.
REMOVAL NOTES:
CITY OF ELK RIVER REMOVAL NOTES:
1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION
AT NO COST TO THE OWNER.
2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER
MANAGEMENT PLAN.
3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE
AND LOCAL REGULATIONS.
4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO
CONSTRUCTION ACTIVITIES.
5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE
NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.
6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE
WITH STATE AND LOCAL REGULATIONS.
7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE
APPROXIMATE. COORDINATE WITH PROPOSED PLANS.
8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE
DURATION OF THE CONTRACT.
9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED
ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,
DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.
10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE
PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE
CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO
ANY WORK.
11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A
MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.
12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE
SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.
13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,
DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT.
SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.
14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS
DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT
SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO
CONSTRUCTION ACTIVITIES.
15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE
MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL
INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL
PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE
PERMITTED WITHOUT APPROVAL BY THE CITY.
16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS
APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON
THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.
18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR
CONSTRUCTION SHALL BE RETURNED TO LGU.
19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION
AT NO COST TO THE OWNER.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
REMOVAL OF TREES AND
VEGETATION INCLUDING STUMPS
AND ROOT SYSTEMS
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
DIGNISUITES DEVELOPMENT, LLC
600 INWOOD AVENUE N, #130
OAKDALE, MN 55128STUART BESTUL
763-569-4020
SBESTUL@CBSCONSTRUCT.COM
TREE PROTECTION
N T S
25'
DL
DRIPLINE WIDTH
FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR
CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE
POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON
POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY
100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.
POSTS AND FENCING
EXTEND FENCE 25'
BEYOND DRIPLINE
WHERE POSSIBLE
TREE PROTECTION SIGN, TYP.
TREE DRIPLINE, OR
CONSTRUCTION LIMITS
1
Page 18 of 111
15"
R
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(Pe
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R
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c
.
)
15"
R
C
P
15" RCP
15" RCP
(Per Rec
.
)12" RCP 15"
RC
P
15" RCP
15" RCP15" RCP18" RCP
18" RCP
15" R
C
P
15" R
C
P12" RCPPID: 75-00729-0010Address: Unassigned
PID: 75-00729-0105Address: 17155 Quincy Street NW
Owner: Negus Violet
171ST
L
A
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N
W
(A Pub
l
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/
W
)
(Width
V
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s
)
172N
D
A
V
E
N
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N
W
(A Pu
b
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R
/
W
)TWINS LAKES ROAD NW(A Public R/W)12" RCP 12" RC
P
12" RCP
BenchBench
Found
1
/
2
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c
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I
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o
n
Pipe W
/
C
a
p
N
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.
1
3
0
5
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Pipe W/ Illegible Cap
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Access
Bituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concr
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t
e
S
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w
a
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k
Concrete
S
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w
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C
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S
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QUIN
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S
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(Privat
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Dri
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8NO
PARKINGACCESSIBLE ROUTE
ARROW. DO NOT
PAINT, FOR CODE
REVIEW ONLY, TYP.NOPARKINGDROP OFFDROP OFFTRASH ENCLOSURE,
SEE ARCH'L PLANS
FOR DETAILS
CONCRETE
PATIO
CONCRETE
PATIO
CONCRETE
SIDEWALK
BIT. DRIVE APRON
PVMT. STRIPING,
TYP.
26.8
36.0
24.024.020.0 56.860.5
MATCH EX.
C&G
39
.
0
77.496.6 73.720.0
6.7
20.0
24.0
16.3
R40.0
R20.0 R10.0R10.0R8.0
R
8
.
0
R3.0 R3.0R3.0R3.0
R8.0 R8
.
0
R100.0
R124.0
BIT. PVMT., TYP.
B612 C&G9.09.09.020.0
ACCESSIBLE
PARKING SPACE,
INCL. SIGNAGE,
STRIPING AND
RAMPS 24.030.0
30.0 24.015.242.2MATCH EXISTING
PVMT.
MATCH EX.
C&G
RIBBON
CURB
CURB
TAPER
CURB TAPER
CONC. VALLEY
GUTTER
CURB
TAPER
RIBBON
CURB
RIBBON
CURB
MATCH EX.
CONC. WALK
MATCH EX.
CONC. WALK
MATCH EX.
C&G
MATCH EX.
C&G
INFILTRATION BASIN,
SEE GRADING AND
UTILITY PLANS
MATCH EX.
C&G
B612 C&G
B612 C&G
CONC. WALK,
PER CITY
STANDARDS
B612 C&G, PER
CITY STANDARDS 6.0R100.0R150.05.
0
COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERSITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT
MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
CITY OF ELK RIVER SITE SPECIFIC NOTES:
1. RESERVED FOR CITY SPECIFIC SITE NOTES.
ACCESSIBILITY ROUTE ARROW (IF
APPLICABLE) DO NOT PAINT.
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)
FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT
ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT
NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND
PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED
AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF
MATERIALS. STAKE LAYOUT FOR APPROVAL.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET
OPENING PERMIT.
4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE
IMPROVEMENT MATERIALS.
5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR
REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE
STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF
BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE
ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT
NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB
RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.
REQUIREMENTS-SEE DETAIL.
10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC.
WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED
OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE
IMPROVEMENTS.
14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.
17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE
LANDSCAPE DOCUMENTS.
19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND
SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO
ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB
OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE
GEOTECHNICAL REPORT FOR AGGREGATE
BASE & CONCRETE DEPTHS, WITHIN ROW
SEE CITY DETAIL, WITHIN PRIVATE
PROPERTY SEE CSG DETAIL
OPERATIONAL NOTES
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
REMOVE EXCESS OFF-SITE.
TRASH REMOVAL
TRASH SHALL BE PLACED IN EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
DIGNISUITES DEVELOPMENT, LLC
600 INWOOD AVENUE N, #130
OAKDALE, MN 55128STUART BESTUL
763-569-4020
SBESTUL@CBSCONSTRUCT.COM
Page 19 of 111
15"
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.
)
15"
R
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15" RCP
15" RCP
(Per Rec.
)12" RCP15"
RC
P
15" RCP
15" RCP15" RCP18" RCP
18" RCP
15" R
C
P
15" RC
P12" RCPPID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105
Address: 17155 Quincy Street NW
Owner: Negus Violet
171ST
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(Width
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(A Pu
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P
12" RCP
BenchBench13.313.2
4.02.05.32.04.013.2
Found
1
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Pipe W
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Found 1/2 Inch Iron
Pipe W/ Illegible Cap
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch IronPipe W/ Cap. No. 21729
Found 1/2 Inch IronPipe W/ Cap. No. 21729
Access
Bituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concr
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e
S
i
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w
a
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k
Concrete
S
i
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a
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i
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a
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QUIN
C
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R
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T
N
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(Privat
e
Dri
v
e)12" RCP12" RCPMedianMedianNOPARKINGNOPARKINGDROP OFFDROP OFFCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERC3.0
GRADING PLAN
GENERAL GRADING NOTES:
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF
STAIRS/TOP OF STAIRS
CITY OF ELK RIVER GRADING NOTES:
1. RESERVED FOR CITY SPECIFIC GRADING NOTES.
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW
LINE UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
41.26
1125
891.00 G
891.00 TC
891.00 BS/TS
1137
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
GB GRADE BREAK - HIGH POINTS
1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL,
STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY
FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL
AND CONTRACTOR PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY
LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,
EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE
COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND
INSPECTIONS WITH THE SOILS ENGINEER.
5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF
WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE
6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
(NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.
10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND
ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH
PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE
ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA
SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR
SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE
OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF
6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.
14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT
TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS
WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED
FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY
WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR
BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.
15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR
SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS
ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE
STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.
16. TOLERANCES
16.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED
ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
16.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW,
THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
16.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED
OTHERWISE BY THE ENGINEER.
16.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
17. MAINTENANCE
17.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.
17.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE
CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND
MULCHED.
17.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR
SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
Page 20 of 111
15"
R
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(Per
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15"
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15" RCP
(Per Rec.
)12" RCP15"
RC
P
15" RCP
15" RCP15" RCP18" RCP
18" RCP
15" R
C
P
15" R
C
P12" RCPPID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105
Address: 17155 Quincy Street NW
Owner: Negus Violet
171ST
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172N
D
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)TWINS LAKES ROAD NW(A Public R/W)12" RC
P 12" RCP
12" RCP
BenchBench
Found
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1/2 Inch Iron
W/ Illegible Cap
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Access
Bituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concre
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Concret
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Drainage and Utility
Easement Per Plat of
Elk River Station
Drainage and Utility Easement
Per Plat of Elk River StationDrainage and UtilityEasement Per Plat
QUINC
Y
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T
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)12" RCP12" RCPMedianMedianCB 22
RIM=892.59
IE DT (NW)=889.69
IE (SW)=889.59
SUMP=885.59
INCLUDE SAFL
BAFFLE & HOOD
242 LF 12" HDPE
STORM @ 1.00%
FES 21 W/
RIPRAP
IE=887.17
OUTLET CONTROL
STRUCTURE
RIM=891.25
IE (S)=887.00
IE (N)=887.00
WEIR WALL
6" ORIFICE=887.00
TOP WEIR=889.50
INFILTRATION BASIN
TOP BASIN=891.00
BOT BASIN=885.00
WATER QUALITY VOL=4290 CF
100-YR HWL=888.67
19 LF 12" HDPE
STORM @ 7.89%
(SLOPES DOWN FROM
OCS TO FES X)
25 LF 12" HDPE
STORM @ 2.16%
FES 11
IE=885.50
MAKE CONNECTION
TO EXISTING CB,
PROP. IE (N)=886.46
ROOF DOWNSPOUT LOCATIONS
TBD, DOWNSPOUTS TO BE
CONNECTED INTO UNDERGROUND
DRAINTILE PIPE AND ROUTED TO
INFILTRATION BASIN
78 LF 8" NON PERF
RIGID PVC @ 0.50%
DT CLEANOUT
IE=890.08
DT CLEANOUT
IE=890.64
113 LF 8" NON PERF
RIGID PVC @ 0.50%
DOWNSPOUT
CONNECTION
DOWNSPOUT
CONNECTION
ALL LEADERS TO BE
6" NON PERF. RIGID
PVC @ 2.00%, TYP.
8"X6" WYE
8"X6" WYE
DT CLEANOUT
IE=888.41
88 LF 8" NON PERF
RIGID PVC @ 1.00%
FES 31
IE=887.20
DT CLEANOUT
IE=888.08
33 LF 8" NON PERF
RIGID PVC @ 1.00%
117 LF 8" NON PERF
RIGID PVC @ 0.50%
DT CLEANOUT
IE=889.00
DOWNSPOUT
CONNECTION
DOWNSPOUT
CONNECTION
ALL LEADERS TO BE
6" NON PERF. RIGID
PVC @ 2.00%, TYP.8"X6" WYE
8"X6" WYE
STUB SANITARY SEWER
TO 5' FROM BUILDING
IE @ STUB=886.25
COORD. W/MECH'L
GATE VALVE AND
VALVE BOX
MAKE WET TAP
CONNECTION TO
EXISTING 8" WATER MAIN,
COORD. WITH CITY
65 LF 6" PVC SDR 26
SANITARY SERVICE
@ 5.00%
CORE DRILL CONNECTION TO
EXISTING SANITARY MH
EX IE (SW)=873.13
EX IE (N)=873.03
(FIELD VERIFY PRIOR TO CONST)
PROP IE (SE)=883.00
INSTALL INSIDE DROP
COORDINATE WITH CITY
6" COMBINED DIP WATER
SERVICE AND VALVE, STUB TO
WITHIN 5' OF BLDG. MECH'L
TO CONFIRM FINAL SIZING
FIRE DEPARTMENT
CONNECTION,
COORD. W/MECH'L NOPARKINGNOPARKINGDROP OFFDROP OFFCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERGENERAL UTILITY NOTES:
UTILITY PLAN LEGEND:
CITY OF ELK RIVER UTILITY NOTES:
1. RESERVED FOR CITY SPECIFIC UTILITY NOTES.
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY
LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION"
AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL
CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.
5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.
6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.
7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS
OTHERWISE NOTED.
8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 OR F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.
9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL
CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.
11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS.
RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.
14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A
MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.
15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE
NOTED.
16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.
17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.
18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.
20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT.
ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO 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 APPROVAL
BY THE CITY.
21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE
COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
22. 2CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES
NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.
25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO
MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.
26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE
WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
27. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND
DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.
CONSTRUCTION LIMITS
DRAINTILE
TRENCH DRAIN
REVISION SUMMARY
DATE DESCRIPTION
C4.0
UTILITY PLAN
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
Page 21 of 111
8" PVC8" PVC(Per Rec.)8" PVC15"
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15"
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15" RCP
15" RCP
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12" RCP 15"
RC
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15" RCP
15" RCP15" RCP18" RCP
18" RCP
15" RC
P
15" RC
P12" RCPLandscaping Rock
Landscaping Rock
PID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105Address: 17155 Quincy Street NW
Owner: Negus Violet
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)TWINS LAKES ROAD NW(A Public R/W)12" RCP 12" RC
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OverhangBenchBenchBrick and Lap Sided Clock Tower
Foundation Area = 166 +/- Sq. Ft.13.313.2
4.02.05.32.04.013.2
N
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1
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4
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0
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5
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8 83.44Δ=41°45'10"R=114.50S19°25'59"W84.98S70°3
9
'
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"
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2
0
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.
0
1
97.79Δ=20°22'31"
R=275.00
33.59
N88°58'05"E
419.22Δ=46°15'06"R=519.32CB=N24°51'09"EC=407.93Found
1
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Pipe W
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3
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Pipe W/ Illegible Cap
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch IronPipe W/ Cap. No. 21729
Found 1/2 Inch IronPipe W/ Cap. No. 21729
Access
Bituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concr
e
t
e
S
i
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w
a
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k
Concrete
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Drainage and Utility
Easement Per Plat of
Elk River Station
Drainage and Utility Easement
Per Plat of Elk River StationDrainage and UtilityEasement Per Plat
QUIN
C
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S
T
R
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N
W
(Privat
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Dri
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2 - PS2.5
2 - AJ2.5
2 - PC2
2 - AA2.5
2 - PC2
2 - PD
2 - OV2
3 - AL2
2 - PC2
1 - AJ2.5
1 - QM
1 - OV2
1 - QR2.5
1 - PS2.5
1 - WP
1 - QR2.5
1 - QR2.5
1 - QR2.5
1 - WP
1 - QM
1 - GC2.5
1 - CV2
1 - CV2
1 - WP
1 - QM
1 - AJ2.5
1 - AL2
1 - CV2
1 - PS2.5
SYMBOL COMMON / BOTANICAL NAME QTY SIZE
GROUND COVERS
Shooting Star Seed Mix / Basic Prairie Mix
Seeding Rate: 10 lb/acre (50.1 seeds/square foot).
Cover w/ straw erosion control blanket, double
natural net.Refer to MN Seeding Manual(2023
Edition) for seeding dates and install methods.
6,129 sf Seed Mix
Rock Maintanence Strip / Rock Maintanence Strip
3"- 6" Washed river rock, uniform in size over filter
fabric, composed of round rocks that may be
varied in color. Include aluminum edging as shown
on plan, or as needed. See detail.
1,240 sf Mulch
Blue Grass Based / Sod
Commercial grade, locally grown, well rooted sod
blend of improved Kentucky Bluegrass w/ uniform
color, leaf texture, density and varieties consisting
of a minimum of two and no more than four
common cultivars.
47,354 sf Sod
Shooting Star Seed Mix / Wet Prairie Mix
Seeding Rate: 10 lb/acre (100.9 seeds/square
foot). Cover w/Straw Erosion control Blanket
Double Natural Net. Refer to MN Seeding
Manual(2023 Edition) for seeding dates and install
methods.
2,632 sf Seed Mix
SUBTOTAL: 57,355 sf
PLANT SCHEDULE
L1.0
LANDSCAPE PLAN
COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512824904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
07/29/24
civilsitegroup.comOWNER1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING
BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO,
DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND
NITENPYRAM (CAPSTAR, GUARDIAN).
2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED
ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL
(OR OTHER) SEED TREATED WITH NEONICS..
POLLINATOR SAFE PLANT MATERIAL:
LANDSCAPE NOTES:
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
LANDSCAPE PLAN LEGEND:
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,
BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,
STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
MULCH SCHEDULE
AREA MULCH TYPE EDGING FABRIC REMARKS
TREE RINGS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1
PLANTING BEDS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1
MAINT. STRIP AT BUILDING FOUNDATION 3" DEPTH, WASHED RIVER ROCK YES YES SEE DETAIL SHT. L1.1
NATIVE SEED AREAS SHOOTING STAR BASIC PRAIRIE MIX NA NA
SHOOTING STAR WET PRAIRIE MIX NA NA
NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL
MATERIALS
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.
3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH
SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.
4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER
SAMPLES PRIOR TO INSTALLATION.
5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM
DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF
ACCEPTANCE PERIOD.
6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN
SHALL GOVERN.
7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE
MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.
8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL
STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.
11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE
WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK.
SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.
14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.
LANDSCAPE REQUIREMENTS:
Page 22 of 111
8" PVC8" PVC(Per Rec.)8" PVC15"
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)
15"
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15" RCP
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Stub=874.68 (Rec)
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15" RCP 12" RCP15" RCP15" RCP18" RCP
18" RCP
15" R
C
P
15" R
C
P12" RCPLandscaping Rock
Landscaping Rock
PID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105
Address: 17155 Quincy Street NW
Owner: Negus Violet
8" DIP Pl
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(Per Rec.)8" PVC Plug(Per Rec.)8
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Rec.)16" DIP (Per Rec.)171ST
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P 12" RC
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OverhangBenchBenchBrick and Lap Sided Clock Tower
Foundation Area = 166 +/- Sq. Ft.13.313.2
4.02.05.32.04.013.2
N
3
8
°
5
5
'
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"W
1
3
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.
4
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37.5
5Δ=35
°
5
1
'
2
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0
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0
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N74°47'
2
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"
W
1
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.
1
3 34.26Δ=9°48'54"R=200.00292.92Δ=58°16'28"R=288.00S61°1
1'
0
9"
W
5
0.
6
8 83.44Δ=41°45'10"R=114.50S19°25'59"W84.98S70°3
9
'
2
4
"
E
2
0
2
.
0
1
97.79Δ=20°22'31"
R=275.00
33.59
N88°58'05"E
419.22Δ=46°15'06"R=519.32CB=N24°51'09"EC=407.93Found
1
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Pipe W/ Illegible Cap
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Access
Acc
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s
s Bituminous DriveBituminous DriveBituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concr
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Drainage and Utility
Easement Per Plat of
Elk River Station
Drainage and Utility Easement
Per Plat of Elk River StationDrainage and UtilityEasement Per Plat
QUINC
Y
S
T
R
E
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T
N
W
(Privat
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Dri
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EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH BASINS.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH BASINS.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH BASINS.
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERSW1.0
SWPPP - EXISTING
CONDITIONS
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF ELK RIVER EROSION CONTROL NOTES:
SWPPP LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
SILT FENCE / BIOROLL - GRADING LIMIT
1125
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS.
ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.
REVISION SUMMARY
DATE DESCRIPTION
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL
NOTES, DESCRIPTIONS, AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION
CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH
NPDES PERMIT.
SWPPP NOTES:
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
Page 23 of 111
15"
R
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(Pe
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.
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15"
R
C
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15" RCP
(Per Rec
.
)12" RCP 15"
RC
P
15" RCP
15" RCP15" RCP18" RCP
18" RCP
15" R
C
P
15" R
C
P12" RCPPID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105Address: 17155 Quincy Street NW
Owner: Negus Violet
171ST
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W
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(Width
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D
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(A Pu
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)TWINS LAKES ROAD NW(A Public R/W)12" RCP 12" RC
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Pipe W/ Cap. No. 21729
Found 1/2 Inch Iron
Pipe W/ Cap. No. 21729
Found 1/2 Inch IronPipe W/ Cap. No. 21729
Access
Bituminous SidewalkBituminous SidewalkConcrete Sidewalk
Concr
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S
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w
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k
Concrete
S
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INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
INLET PROTECTION AT
EXISTING CATCH BASIN
TO REMAIN, TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH BASINS.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH BASINS.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH BASINS.
CONSTRUCTION
ENTRANCE
INLET PROTECTION AT
PROPOSED CATCH
BASIN, TYP
CONSTRUCTION
ENTRANCE
PERIMETER
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LIMITS, TYP.
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COPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
07/29/24 CITY SUBMITTAL
PROJECT MANAGER PATRICK SARVER
CONTACT NUMBER 952-250-2003
DRAWN BY KB, WB, BB
REVIEWED BY PS
PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
07/29/24
civilsitegroup.comOWNERSW1.1
SWPPP - PROPOSED
CONDITIONS
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF ELK RIVER EROSION CONTROL NOTES:
SWPPP LEGEND:
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
EROSION CONTROL BLANKET
1137
REVISION SUMMARY
DATE DESCRIPTION
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL
NOTES, DESCRIPTIONS, AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION
CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH
NPDES PERMIT.
SWPPP NOTES:
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS.
ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.
EX. 1' CONTOUR ELEVATION INTERVAL1125
0
1" = 30'-0"
30'-0"15'-0"
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Page 24 of 111
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PID: 75-00729-0010
Address: Unassigned
PID: 75-00729-0105
Address: 17155 Quincy Street NW
Owner: Negus Violet
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Drainage and Utility
Easement Per Plat of
Elk River Station
Drainage and Utility Easement
Per Plat of Elk River StationDrainage and UtilityEasement Per Plat
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Outlot A, PULLMAN PLACE, according to the recorded plat thereof, Sherburne County, Minnesota.
GENERAL SURVEY NOTES
1. Bearings are based on the Sherburne County Coordinate System (1986 Adjustment).
2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the southeast side of
Twin Lakes Road NW, approximately 119 feet northeast of the southwest corner of the subject property, as shown hereon.
Elevation = 890.66.
3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the
following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other
appropriate sources. We have used this information to develop a view of the underground utilities for this site. However,
lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where
additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note
that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.
ALTA/NSPS LAND TITLE SURVEY NOTES
(numbered per Table A)
1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.
2. Site Address: Unassigned Address - Twin Lakes Rd NW, Elk River, Minnesota 55330.
3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance
Rate Map, Community Panel No. 27141C0395F, effective date of November 16, 2011.
4. The Gross land area is 121,973 +/- square feet or 2.800 +/- acres.
7. (a) Exterior dimensions of buildings at ground level as shown hereon.
8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions
may inhibit our ability to visibly observed all site features located on the subject property.
9. No striped parking stalls were observed on the subject property while conducting the fieldwork.
13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the
Sherburne County Interactive Property Map.
SURVEY REPORT
1. This map and report was prepared without the benefit of a Commitment for Title Insurance. The property description was
obtained from Sherburne County Interactive Property Map and may not be the latest description of record. We have shown the
easements as shown on the plat of Pullman Place and Elk River Station only. There may be easements or other matters of
record we are unaware of and thus not shown hereon.
ALTA CERTIFICATION
To: DigniSuites Development, LLC:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard
Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2,
3, 4, 7(a), 8, 9, and 13 of Table A thereof.
The fieldwork was completed on 6-11-2024.
Dated this 17th day of June, 2024.
________________________________________________________
Rory L. Synstelien Minnesota License No. 44565
rory@civilsitegroup.com
VICINITY MAPDigniSuite Senior CareUnassigned Address - Twin Lakes Rd NW, Elk River, Sherburne County, Minnesota 55330600 Inwood Avenue N, #130, Oakdale, MN 55128DigniSuites Development, LLCPROJECTPROJECT NO.: 24259.00
COPYRIGHT 2024 CIVIL SITE GROUP INC.c
REVISION SUMMARY
DATE DESCRIPTION
V1.0
ALTA/NSPS LAND
TITLE SURVEY
..
..
..
..
..
..
N
44565
RORY L. SYNSTELIEN
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS SURVEY,
PLAN, OR REPORT WAS PREPARED BY ME
OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE
STATE OF MINNESOTA.
6-17-2024N CLIENTcivilsitegroup.com
QA/QC
FIELD CREW
DRAWN BY
REVIEWED BY
UPDATED BY
HS
DS
SW
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OVERHEAD UTILITIES
GASMAIN
SANITARY SEWER
STORM SEWER
FIBER/COMM. LINE
ELECTRIC LINE (RECORD)
WATERMAIN
ELECTRIC LINE
GASMAIN (RECORD)
CHAINLINK FENCE LINE
Linetype & Symbol Legend
CONCRETE SURFACE
PAVER SURFACE
BITUMINOUS SURFACE
GRAVEL/LANDSCAPE
SURFACE
IRON FENCE LINE
GUARDRAIL
WATERMAIN (RECORD)
SANITARY SEWER (RECORD)
STORM SEWER (RECORD)
FIBER/COMM. LINE (RECORD)
TELEPHONE LINE (RECORD)
TELEPHONE LINE SIGNSANITARY MANHOLE
STORM MANHOLE
CABLE TV BOX
TELEPHONE MANHOLE
ELECTRIC TRANSFORMER
TELEPHONE BOX
TRAFFIC SIGNAL
GAS METER
ELECTRICAL METER
WATER MANHOLE
WATER VALVE
AIR CONDITIONER
BOLLARD
CATCH BASIN
ELECTRIC MANHOLE
GAS VALVE
FLAG POLE
HANDICAP SYMBOL
FOUND IRON MONUMENT
HYDRANT CAST IRON MONUMENT
SET OR TO BE SET IRON MONUMENT
FLARED END SECTION
POWER POLE
UTILITY MANHOLE
GUY WIRE
CONIFEROUS TREE
DECIDUOUS TREE
ROOF DRAIN
SEWER CLEAN OUT
FIRE CONNECTION
WELL
UTILITY VAULT
POST INDICATOR VALVE
GAS MANHOLE
HAND HOLE
FIBER/COMM. MANHOLE
MAIL BOX
FUEL TANK
ELECTRICAL OUTLET
SB SOIL BORING
LIGHT POLE
ACCESS RESTRICTION
WOODEN FENCE LINE
60153001530
SCALE IN FEET
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The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.2
Meeting Date
August 27, 2024
Prepared By
Chris Leeseberg, Senior Planner
Item Description
Conditional Use Permit: Religious Institution, 21695
Elk Lake Rd NW - River of Life Church
Reviewed by
Zack Carlton
Action Requested
Recommend, by motion, approval of the Conditional Use Permit with the following condition to satisfy the
standards set forth in Section 30-654:
1. Any addition, of any size, after Phase 2 will require the property to provide access onto 217th Avenue
with an upgrade of the gravel street to city standards from Elk Lake Road to the second approved
location of the second access.
2. A 20-foot-wide fire department access road shall be installed along the east side of the building,
connecting the northern and southwestern parking areas.
Background/Discussion
The applicant is requesting a Conditional Use Permit (CUP) to construct an addition to the existing religious
institution (church) located at 21695 Elk Lake Road NW. The property, which spans approximately 30 acres,
is zoned R1a – Single Family Residential, where churches require a CUP.
The current proposed addition (Phase 2) will be approximately 4,800 square feet. Site work for Phase 2 will
also include preparations for a future 38,000-square-foot addition (Phase 3), including the construction of a
20-foot-wide gravel fire road around the east side of the building.
The property currently has a single access point on Elk Lake Road and 287 parking stalls, with plans to expand
the parking capacity by 34 additional stalls in the future. According to the 2020 Minnesota State Fire Code
(Section 503.1.2), a fire code official can require more than one fire apparatus access road if a single road
could be blocked by vehicle congestion, terrain, climate, or other factors. Consequently, any further additions
beyond Phase 2 will require the property to provide access onto 217th Avenue and pave the street to city
standards from Elk Lake Road to the second access point.
The church has a total of 13 employees and the typical hours of operation will be as follows:
• Sunday: 9 a.m. - 12 p.m. (Church Services)
• Monday: 9 a.m. - 2 p.m. (Office/Staff)
o Fall: 9 a.m. - 4 p.m.
Page 30 of 111
• Tuesday: 9 a.m. - 2 p.m. (Office/Staff)
o Fall: 9 a.m. - 4 p.m.
• Wednesday: 9 a.m. - 2 p.m. (Office/Staff)
o Fall: 9 a.m. - 4 p.m.
• Thursday: 9 a.m. - 2 p.m. (Office/Staff)
o Fall: 9 a.m. - 4 p.m.
• Friday: Closed
• Saturday: Closed
Applicable Regulations
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
As this religious institution has been operating for over 20 years, and the proposed additions will not
introduce alternative uses on the parcel, the use will not endanger, injure or detrimentally affect the use and
enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort,
convenience or general welfare of the neighborhood or the city.
Staff do not see a need to impose specific conditions to satisfy this standard.
2. Will be consistent with the comprehensive plan.
The property is guided as Public/Semi Public and includes local government uses, municipal facilities,
community service providers, schools, and places of worship and assembly such as City Hall, fire stations,
churches, and Elk River’s public schools. Coordination with schools and service providers is key to ensure
these essential facilities have capacity and/or are in areas that can support growth and development as it
occurs. The use is consistent with the Comprehensive Plan.
Staff do not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
The area is currently developed with large lot single family homes and as there are no vacant lots, the
proposed use will not affect development of the surrounding area.
Staff do not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public
thoroughfares.
The subject parcel utilizes public facilities and will be served adequately by and will not adversely affect
essential public facilities and services including streets, police and fire protection, drainage, refuse disposal,
water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or
interference with traffic on adjacent and neighboring public thoroughfares.
As was stated, the fire code official can require more than one fire apparatus access, and it is recommended
that any addition after Phase 2 requires the property to provide access to 217th Avenue with an upgrade to a
paved street, to city standards, from Elk Lake Road to the second access.
5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental
to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
Again, the property has been operating for over 20 years as a church, and the proposed additions will not
Page 31 of 111
introduce alternative uses on the parcel. The use will not involve uses, activities, processes, materials,
equipment and conditions of operation that will be detrimental to any persons or property because of
excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
Staff do not see a need to impose specific conditions to satisfy this standard.
6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance.
There are no natural, scenic or historic features of major importance on the subject parcel.
Staff do not see a need to impose specific conditions to satisfy this standard.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and Standards for
the issuance of a license or permit to establish and operate the proposed use in the city.
The use will fully comply with all other requirements of this Code, including any applicable requirements and
standards for the issuance of a license or permit to establish and operate the proposed use in the city.
If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or
a report stating how the proposed use does not comply with the standards set forth in Section 30-654.
In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these
standards.
Financial Impact
None
Mission/Policy/Goal
Meet changing needs - agile.
Attachments
1. Location Map
2. Narrative
3. Floor Plan
4. Elevations
5. Site Plans
Page 32 of 111
Page 33 of 111
CU 24-14 Narrative
Project Scope & Description:
This project is Phase 02 of a multi-phased master plan. Phase 02 includes a new addition on the north side of
the existing building as well as the Site work that is associated for the future additions.
The Master Planning of this project aims to construct new additions to the current building, addressing the
church’s growth needs in three distinct areas:
o A new dedicated multipurpose space for children’s activities, allowing for the existing space to be
utilized for additional classrooms.
o A new space tailored to the growing attendance of youth.
o A new worship center, lobby, and administrative space to serve the entire congregation.
This expansion aligns with the Elk River Comprehensive Plan, which designates this area as one of targeted
and projected growth areas for the city. The Future Land Use Map indicates a projection of new traditional
single-family homes within just a few miles of the church location.
The design of the expansion is designed to complement the existing church’s aesthetics while utilizing
materials that are efficient, low-maintenance, and durable. The proposed exterior will feature load bearing
CMU, precast concrete panels, and standing seam metal siding.
The current parking spaces count is 287 parking spaces, with a future proposed location for an additional 34
spaces.
Number of Employees & Hours of Operation:
River of Life church currently has 13 employees. The hours vary depending on the season, but below is the
typical hours of operation:
o Sunday = 9am-12pm (Church Services)
o Monday = 9am-2pm (Office / Staff)
Fall = 9am-4pm
o Tuesday = 9am-2pm (Office / Staff)
Fall = 9am-4pm
o Wednesday = 9am-2pm (Office / Staff)
Fall = 9am-4pm
o Thursday = 9am-2pm (Office / Staff)
Fall = 9am-4pm
o Friday = Closed
o Saturday = Closed
Signage:
There are two proposed signs for the project, one on the Northeast side of the building and one on the
Southwest side. The current design of this signage is for this to be lettering, illuminated from below or back-
lit. Current sign design dimensions are ~23’ W x 4’ H.
Page 34 of 111
Page 35 of 111
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Page 44 of 111
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.3
Meeting Date
August 27, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Conditional Use Permit: Vehicle Sales and Service,
17094 Vance St NW - Cornerstone KIA Parking Lot
Expansion
Reviewed by
Chris Leeseberg
Action Requested
Recommend, by motion, approval of the Conditional Use Permit authorizing expansion of an existing vehicles
sales and service operation (Cornerstone Kia), with the following conditions:
1. The boundary line adjustment (Case No. P 24-08) must be approved and recorded.
2. The platted exemption (Case No. P 24-09) must be approved by the Elk River City Council and
recorded with Sherburne County.
3. Staff approval of all construction plans.
4. Approval of an encroachment agreement, authorizing the proposed parking lot expansion to cross
existing drainage and utility easements.
5. Address any comments provided by MnDOT.
Background/Discussion
Cornerstone Kia, first approved in 2014 (Case No. CU 14-01), proposes an addition to their parking lot. The
addition is considered an expansion of their existing vehicle sales and service operations and requires approval
of a Conditional Use Permit (CUP).
Expansion of the parking lot requires two different land use actions to ensure the vehicle sales operation
occurs on one parcel. These land use actions do not require a recommendation from the Planning
Commission. The second application, Subdivision Exception, combines the platted lot where the dealership
currently sits with a portion of the parcel to the south that had been part of the Ebner’s Bait operation and
requires council approval.
Site plans include a parking lot, which adds 31 new parking stalls, and a stormwater pond to accommodate the
additional impervious surface. The property is zoned FAST Subzone (H) and guided for Highway Business uses
by the Comprehensive Plan.
Applicable Regulations
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or
Page 45 of 111
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
The property abuts Highway 10 and other commercial and industrial uses. The parcel to the south had
included a retail operation, Ebner’s Bait, but that has since closed. The small expansion to an existing
automobile dealership will not detrimentally affect nearby parcels.
Staff do not see a need to impose specific conditions to satisfy this standard.
2. Will be consistent with the comprehensive plan.
The Comprehensive Plan guides the property for Highway Commercial uses. This classification also applies
the surrounding properties.
Staff do not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.The
property to the south is guided for commercial uses, but currently operates as a legal non-conforming
residential operation.
This proposal, being a relatively small expansion to an existing operation, will not impede the development of
surrounding vacant property.
Staff do not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
The subject site is adequately served by public facilities and will not have a detrimental effect on surrounding
properties or public thoroughfares. There is a buried stormwater pipe within a drainage and utility easement
south of the existing Kia parking lot. The applicant does not propose relocating that pipe and has requested
approval of an encroachment agreement to allow the easement and pipe to remain in place.
Additionally, as this property abuts State Highway 10, MnDOT is preparing comments to address any
concerns they may have with the project.
Staff included conditions requiring approval of an encroachment agreement and satisfaction of any comments
from MnDOT prior to recording the CUP.
5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be
detrimental to any person or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
The additional use involves cars parked for display and sale in support of an existing automobile dealership.
Runoff from the additional hardcover will be treated by the new stormwater pond. The proposed use will not
detrimentally affect surrounding properties.
Staff do not see a need to impose specific conditions to satisfy this standard.
6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance.
There are no natural, scenic or historic features of major importance on the subject parcel.
Staff do not see a need to impose specific conditions to satisfy this standard.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for
the issuance of a license or permit to establish and operate the proposed use in the city.
The use will fully comply with all other requirements of this Code, including any applicable requirements and
standards for the issuance of a license or permit to establish and operate the proposed use in the city.
Page 46 of 111
Staff do not see a need to impose specific conditions to satisfy this standard.
If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or
a report stating how the proposed use does not comply with the standards set forth in Section 30-654.
In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these
standards.
Financial Impact
None
Mission/Policy/Goal
Support the growth and development of the community.
Attachments
1. Location Map
2. Applicant's Narrative
3. Construction Plans
4. Plat of Jabez Fourth Addition
Page 47 of 111
Page 48 of 111
Cornerstone Auto has purchased property next to our KIA dealership that is owned by Ron Ebner. Ron is
going to remain in his residence until next year, however KIA has an immediate need for additional
parking.
To create this parking, the lot Ron’s house sets on will be rearranged to add property to KIA’s lot, making
room for about 30 additional stalls. Our proposed plat is to add this land to KIA’s parcel. To access this
new parking we are asking to encroach on the easement in the southwest corner of KIA ’s lot the width of
a driveway.
Since auto repairs are done at KIA we also need approval of a conditional Use Permit, although the new
parking has nothing to do with this aspect of the service KIA provides. Nothing will change regarding
auto repair at KIA due to the addition of these pa rking stalls
Page 49 of 111
NO SCALECIVIL & SURVEY PLANS PREPARED BY:DESCRIPTIONDATENO.REVAUGUST, 2024PRELIMINARY PLANSCITY OF ELK RIVER, SHERBURNE COUNTY, MNCORNERSTONE KIA OF ELK RIVER17094 VANCE ST NWPARKING EXPANSIONBogart, Pederson& Associates, Inc.LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICESTraditional Values à Creative SolutionsVICINITY MAPSHERBURNE COUNTY, MINNESOTAPROJECT LOCATION12:20 PM N:\Projects Current\24-0158.00 Cornerstone ER 11-32-26\Engineering\CAD Files\24-0158.00 Site Base.dwg7/29/2024
VANCE ST NW
PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVESCOLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILTDRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATIONSYSTEM DATABASES, CONSTRUCTION PLANS, ETC.2SHEET INDEX:13CIVIL - REMOVALS PLANCIVIL - SITE PLANCIVIL - GRADING PLAN4CIVIL - DETAILSNUS HWY 10170TH AVE NW171ST AVE NWPage 50 of 111
8828838848818818828828828
8
3
884XXXXSAWCUT 44 LF BITUMINOUSREMOVE 84 SF BITUMINOUSREMOVE 45 LF CONCRETE CURB & GUTTERREMOVE 63 LF 36" PERF. HDPESALVAGE 3,526 SF GRAVELSFSFSFSFSFSFSFSFSFSFSFSFSFSF
160 LF SILT FENCE, TYPE MS145 LF SILT FENCE, TYPE MSSITE BASECALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL REMOVALS PLAN112:20 PM N:\Projects Current\24-0158.00 Cornerstone ER 11-32-26\Engineering\CAD Files\24-0158.00 Site Base.dwg7/29/2024
DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALLUTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THEPROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONSINCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS,ETC.2.THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCALSTANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS(UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROMTHE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TOEXISTING UTILITIES PRIOR TO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELK RIVER FOR ALL UTILITYDISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITYPROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATEAND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALLOBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITYCONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOTNOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.REMOVE BITUMINOUS PAVEMENT SECTIONSALVAGE GRAVEL SURFACINGLEGEND:NSCALE:0'10'20'1"=10'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
CORNERSTONE KIA
OF ELK RIVER
City of Elk River, Sherburne County, MN
7/29/2024
24-0158.00
CJD
MVW
MVW
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N REMOVE CONCRETE CURB AND GUTTERXREMOVE FEATURE (AS INDICATED)SAWCUT FEATURE (AS INDICATED)PROJECT BOUNDARYSFPROPOSED SILT FENCE, TYPE MSPage 51 of 111
8828838848818818828828828
8
3
884VVVVVVVVVVVVSTR=15'L=23.6'18.0'
113.5'60.0'158 LF B612 CURB & GUTTER8,926 SF BITUMINOUS PAVEMENTPROPOSED INFILTRATION BASIN100 YR HWL = 879.36EOF = 880.002,500 SF EROSION CONTROL BLANKET3' CURB TAPER FROM RIBBONCURB TO FULL CURB13 LF VALLEY GUTTER8 CY RIPRAPEOF = 880.0063 LF PRO. 12"Ø HDPE @ 0.75%6,700 SF TURF ESTABLISHMENT (TYP.)SFSFSFSFSFSFSFSFSFSFSFSFSFSF
160 LF SILT FENCE, TYPE MS145 LF SILT FENCE, TYPE MS10.1'10.0'11.9'10.4'9.0'19.2'24.0'PROPOSED MH 109RIM = 881.32PRO. INVERT (WEST) = 876.50CONNECT TO EXISTING 36"PERF. HDPE (EAST) = 876.03EXISTING MH 108RIM = 882.90INVERT = 876.033' CURB TAPERCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SITE PLAN212:20 PM N:\Projects Current\24-0158.00 Cornerstone ER 11-32-26\Engineering\CAD Files\24-0158.00 Site Base.dwg7/29/2024
PROPOSED TURF ESTABLISHMENTPROPOSED BITUMINOUS PAVEMENTCONCRETE CURB AND GUTTER - B612LEGEND:SITE PLAN NOTES:1.PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OFCURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.2.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.3.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONOF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.4.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.5.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.6.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.7.LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS &SPECIFICATIONS.8.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOTDESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THEEROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHERAREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TORECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131.9.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BECUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGEDOR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL ATJOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SODSURFACE TO BE FLUSH WITH EXISTING.PROPOSED STORM SEWER MANHOLENSCALE:0'10'20'1"=10'DESCRIPTIONDATENO.
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DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
CORNERSTONE KIA
OF ELK RIVER
City of Elk River, Sherburne County, MN
7/29/2024
24-0158.00
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8828838848818818828828828
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884VVVVVVVVVVVVSTXXXX31.1%14.2%24.6%881881882882883883
876 876881 881877 877878 878879 879880 880882
882
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881.54 EX880.87 EX881.13 TP881.41 TC880.91 FL881.45 TC880.95 FL881.58 TP882.03 TC881.53 FL881.50 TP880.50 TP881.36 TP881.31 EX881.32 TP881.29 EX881.24 EX881.17 EX883.14 EX881.28 EX883.33 EX883.96 EX884.72 EX882.07 EX881.57 TC881.07 FL881.15 TP0.1%0.9%
0.5%0.5%0.8%25.5%4.8%28.3%6.1%
SITE BASE
GRADING PLAN312:20 PM N:\Projects Current\24-0158.00 Cornerstone ER 11-32-26\Engineering\CAD Files\24-0158.00 Site Base.dwg7/29/2024
PROPOSED RIP RAP880NEW TOP-BACK OF CURB ELEVATIONPROPOSED MAJOR CONTOUR980.50 TCNEW FLOW LINE OF CURB ELEVATIONPROPOSED SLOPE980.50 FLNEW TOP OF PAVEMENT ELEVATION980.50 TPEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGLEGEND:GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONSIN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THISWORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITYCOMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT ANDCOMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRISRUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITHGRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOTBETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THEPROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED INPLACE OF TOPSOIL. TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THESLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE.ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BEDONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL ASREQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALSSHALL BE INCIDENTAL TO THE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTORSHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADEADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIORTO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THEENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR WORKASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILTFENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDEAN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THEENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TOTHE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES ORPIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES.PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS,MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED ANDFUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITYCONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.NSCALE:0'10'20'1"=10'DESCRIPTIONDATENO.
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DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
CORNERSTONE KIA
OF ELK RIVER
City of Elk River, Sherburne County, MN
7/29/2024
24-0158.00
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DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
CORNERSTONE KIA
OF ELK RIVER
City of Elk River, Sherburne County, MN
7/29/2024
24-0158.00
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N BITUMINOUS PAVEMENT SECTIONN.T.S.EXTEND SUBGRADE PREPARATION AND AGGREGATE BASEPLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHENADJACENT TO EXISTING OR NEW TURF12"TACK COAT6" CLASS 5 AGGREGATE BASE1.5 IN - BITUMINOUS WEAR COURSE2IN - BITUMINOUS BASE COURSE13AGGREGATE BASE AS PERADJACENT PAVEMENT SECTION12"8"TOP BIT. MAT9"SLOPE 3/4" PER FT.3/8"1/2"R3"R3"R7-1/2"6"13-1/2"6"1/2"RCONCRETE B-612 CURB & GUTTER (INFLOW)N.T.S.CCABAB8.1.4.3.6.7.5.2.EROSION CONTROL MATTING (FOR POND)N.T.S.WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLYSEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVERCOMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATELOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACHOF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. TM12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THECOLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.CRITICAL POINTSA.OVERLAPS AND SEAMSB.PROJECTED WATER LINEC.CHANNEL BOTTOM/SIDESLOPE VERTICESNOTE:* HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF NECESSARY TO ALLOW STAPLES TOSECURE THE CRITICAL POINTS ALONG THECHANNEL SURFACE.** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLEOR STAKE LENGTHS GREATER THAN 6" (15 cm) MAYBE NECESSARY TO PROPERLY ANCHOR THEBLANKETS.6"(15 CM)6"(15 CM)15 CM
INSTALLATION1.REMOVE GRATE2.DROP FLEXSTORM INLET FILTER ONTOLOAD BEARING LIP OF CASTING ORCONCRETE STRUCTURE3.REPLACE GRATEFLEXSTORM FX:STANDARDWOVEN BAG (22" DEPTH) OREQUALTEMPORARY SEDIMENT FILTERN.T.S.2"x2"x4' WOOD STAKES@ 4' O.C.EXISTING GROUNDPROPEX-"SILT STOP" FABRICPROPOSEDEMBANKMENTBURY BOTTOM6" OF FABRICBACKFILL10' MINIMUMTEMPORARY SILT FENCEN.T.S.27"48"TO 72"INTERNAL CHIMNEY SEAL(CRETEX INTERNAL CHIMNEYSEAL OR EQUAL)CASTING PER SPECIFICATIONSPORTLAND CEMENT MORTAROR NON-SHRINK GROUTPRECAST CONCRETEADJUSTMENT RINGSPIPE CONNECTION TOMEET ASTM C923(REFER TO OPTIONSSHOWN IN PIPECONNECTION TOMANHOLE STRUCTURESDETAIL)PIPE CONNECTION TO MEETASTM C923(REFER TO OPTIONS SHOWNIN PIPE CONNECTION TOMANHOLE STRUCTURESDETAIL)PRECAST CONCRETE ADJUSTMENT RINGSEXTERNAL CHIMNEY SEAL(CRETEX EXTERNAL CHIMNEYSEAL OR EQUAL)PORTLAND CEMENT MORTAR OR NON-SHRINK GROUTCASTING PER SPECIFICATIONS*PRECAST CONCRETE MANHOLES SHALL MEET ASTM C478 AND ASTM C497.STORM SEWER MANHOLESN.T.S.18"18"36"7"1/2IN DIAMETER REINFORCING STEEL SPACED AT 18INON CENTER EACH WAY* UNLESS SHOWN OTHERWISE ON THE PAVING PLAN7-1/2" CONCRETE6" AGG BASECONCRETE VALLEY GUTTER - 3' WIDEN.T.S.MOUNTABLE CURB3'
TAPERB612 CURB
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1Sherburne County, MNVICINITY MAPSec. 11, Twp. 32, Rng. 2611SITEPage 55 of 111
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.4
Meeting Date
August 27, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Land Use Amendment/Zone Change/Preliminary
Plat: Meadowsweet Bend Residential Subdivision -
Twin Cities Land Development
Reviewed by
Chris Leeseberg
Action Requested
Recommend, by motion, approval of a Comprehensive Plan amendment to change the guidance for certain
parcels from Rural Residential to Traditional Single-Family Residential.
Recommend, by motion, approval of a Zone Change that rezones the subject property from R-1a to R-1b
subject to the condition that the Council approve the associated Comprehensive Plan amendment.
Recommend, by motion, approval of the preliminary plat of Meadowsweet Bend, subject to the following
conditions:
1. Council approval of the Land Use Amendment (LU 24-03) and Zone Change (ZC 24-02) supporting
the plat.
2. All cul-de-sacs and streets must comply with MN State Fire Code Chapter 5 and Appendix D.
3. Staff approval of all site, utility, engineering, and landscaping plans.
4. State and local approval of all wetland permits related to the proposed wetland fill.
5. The developer shall pay a per lot trunk utility fee, determined by the Public Works Director, at the
time of platting.
6. A Sewer Access Fee shall be paid for each lot at the time of building permit.
7. All buildable lots shall include a drainage and utility easement for areas within the 45-foot wetland
setback or within 45 feet of the OHW for wet stormwater ponds.
8. A trail shall be constructed on one side of each residential street.
9. Landscape plans shall be submitted for review and approval by city staff.
10. Grading for all stormwater ponds must begin 10-feet behind the front property line.
11. Address all comments from Sherburne County.
12. 12. A sign noting “future through street” shall be posted at all temporary dead-end streets.
13. Wetland boundaries shall be signed at all property lines.
Background/Discussion
The applicant, Twin Cities Land Development (TCLD), has submitted land use applications seeking approval of
a 104-lot residential subdivision. The subject site is located northwest of the intersection of County Roads 33
Page 56 of 111
and 1, with frontage and access to County Road 33. The proposed land and zoning amendments allow the
development to include parcels as small as .92 acres, with most parcels larger than 1-acre.
The proposed subdivision is unique in that it will connect to the existing city sewer service beneath County
Road 33, which was installed to provide service for Windsor Park, while providing private water service (well)
connections. The utility connection configuration has been reviewed in concept by both the City Council and
the Elk River Municipal Utilities Commission, having received support from both bodies.
Comprehensive Plan
The Comprehensive Plan guidance for the project area straddles two land use designations – Rural Residential
and Traditional Single-Family Residential. The applicant has requested the entirety of the subject site to be
designated as Traditional Single-Family Residential. The proposed project is consistent with nearby Traditional
Single-Family Residential areas and supports the proposed development type.
Streets and Trails
The subdivision includes a network of city streets constructed in accordance with city standards for a rural
roadway. The design does not include curb and gutter, as included for typical urban developments, but
conveys stormwater via ditches along the sides of the roadway. All homes will have direct access to a city
street. The two connections to County Road 33 must meet all requirements of the city and Sherburne
County, to include recommended turn lanes as required.
Previously reviewed concepts included a trail on one side of the city streets. Staff have included this a
recommended condition to provide for safe, off-street, pedestrian movements through the subdivision and to
connect with existing trails along County Road 33. The location and design of the trail will be finalized with
conversations between the city and the developer.
Engineering and Utilities
As noted, the subdivision will connect to the sewer line that was installed to provide sewer service for
Windsor Park. This sewer line was installed at the request of the residents of the subdivision to address
concerns with the failing clustered septic system. The sewer line was paid for by both the residents of the
subdivision and the City of Elk River, and ownership was turned over to the city for long-term maintenance,
just like utility improvements constructed as part of most residential subdivisions.
City staff have reviewed the design capacities for the sewer service and have determined that there is
adequate capacity for the 104-lots included in this subdivision.
The developer, TCLD, will pay both a trunk utility fee and a Sewer Access Charge for each single-family
parcel within the subdivision. These fees are consistent with what has been charged to other residential
parcels that have already been connected to this service.
Parcel Design and Layout
The proposed subdivision proposes a rezoning to R-1b, single-family residential, and minimum lot widths of
120 feet. The hybrid configuration of the subdivision, connecting to city sewer will providing private wells, is
between the city standards for a typical R-1b development. The R-1b zoning district allows non-sewered lots
at 1-acre, with a minimum lot width of 160-feet. However, sewered lots in the same zoning district require a
minimum lot size of 12,000 square feet, and a minimum lot width of 80-feet.
The Meadowsweet Bend subdivision proposes a mix of the two R-1b zoning requirements. The smallest lot
within the subdivision is 40,206 square feet and has a minimum width of 120 feet, significantly larger than what
is required for sewered lots.
The setbacks are consistent for both sewered and unsewered lots and are described as follows:
Page 57 of 111
Front Yard 35 feet
Side Yard 10 feet
Garage Side 5 feet
Rear Yard 25 feet
Applicable Regulations
Zone Change
In reviewing a proposed amendment, consideration shall be given to existing conditions within the area directly and
indirectly affected by the proposal, the conservation of property values, the use to which the property affected is being
devoted at the time, and relevant provisions, if any, in the land use plan.
The applicant has requested both a Comprehensive Plan amendment and a zone change. The zoning must
align with the Comprehensive Plan guidance. For the zone change to be approved, the city must also approve
the requested land use amendment. With that approval, the zone change from R-1a to R-1b would be
consistent with the Comprehensive Plan and staff recommends approval.
The recommendation for approval of the zone change includes a condition that the land use amendment also
be approved.
Preliminary Plat
City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat.
1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all
respects with all requirements of this Code, including the zoning regulations and this article.
As has been noted earlier in the staff report, this is a unique project that contemplates connection to city
sewer services while maintaining private water (well) service. The proposed design also mixes the
sewered/non-sewered standards for the R-1b zoning district – exceeding the minimum required lot size for a
sewered lot. Other development standards, city streets, trail connections, wetland buffering, and stormwater
will be accounted for and comply with all city standards.
2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans,
including, but not limited to, the city's comprehensive development plan.
The subdivision requires approval of a Comprehensive Plan amendment and a zone change. Their approvals
are included as conditions for the preliminary plat. Pending Council approval of these applications, the
subdivision will be consistent with all plans.
3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to
erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and
uses contemplated.
The physical characteristics of the site support the proposed use. Any wetland impacts will be reviewed by
the city and state through the established review process. Stormwater features, including a network of
roadway ditches and basins, will ensure water leaving the site, and flowing on to adjacent properties, is
consistent with present day metrics. Staff have included several conditions recommending updates to the
current plans, and the project will be required to meet state and local standards.
4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation,
erosion control and all other services, facilities and improvements otherwise required in this article.
The subdivision includes a connection to city sewer, requiring payment of a trunk utility fee. The developer
will pay for all sewer lines within the boundaries of their subdivision. ERMU continues to review the project
for access to water, and all water access permits will be required prior to releasing the final plat for
recording.
Page 58 of 111
Additionally, Sherburne County is reviewing the two connections with County Road 33 for consistency with
their access management guidelines. The developer may be required to construct dedicated turn lanes at one
or both access points. Addressing comments from Sherburne County is a condition of approval.
5. The proposed subdivision will not cause substantial environmental damage.
The wetlands have been delineated by a qualified professional and city ordinances require a 45-foot buffer
around all wetlands. This buffer prohibits placement of any impervious surface (sheds, patios, etc) within 45-
feet of a wetland. Should the developer propose any impacts to the wetlands, they will be required to receive
all necessary approvals from the state and city.
Construction plans identify minimal tree removal beyond what is need for the public infrastructure. This is a
departure from other projects, where the plans show a near clear-cutting of the existing vegetation. Many of
the lots will have mature trees left on site.
6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a
court.
There are no conflicts with easements of record.
7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring
land.
The proposed subdivision includes future right-of-way connections to adjacent, undeveloped, parcels. These
roads will end in a cul-de-sac under the current plans, but provide an opportunity for future landowners to
connect to city infrastructure.
8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists:
a. Lack of adequate stormwater drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary sewer systems.
d. Lack of adequate off-site public improvements or support systems.
The subdivision is not premature, and the plans demonstrate compliance with this standard.
In reviewing the standards for approval of a Zone Change and Preliminary Plat, the proposed project meets
the standards, and is recommended for approval with the outlined conditions.
Financial Impact
None
Mission/Policy/Goal
Opportunity to live, work, and play.
Support the growth and development of the community.
Attachments
1. Location Map
2. Applicant's Narrative
3. Meadowsweet Bend Preliminary Plat
4. Meadowsweet Bend Civil Plans dated 8-5-2024
Page 59 of 111
Page 60 of 111
Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24
Meadowsweet Bend
Proposal for New Residential Acreage Lots in Elk River
The team at Twin Cities Land Development (TCLD) is pleased to propose Meadowsweet Bend; a new large-lot
residential neighborhood at Ranch Road in Elk River, MN.
PROJECT SUMMARY
Meadowsweet Bend Proposes:
- 104 new construction, for-sale homes (across ~217 gross acres)
- A range of lot sizes for buyers to choose from (min ~1 acres to 8+ acres)
Based on concept review discussions to date, our understanding is that the City of Elk River and community
stakeholders have expressed a desire for lower density housing within this area of the City. We agree that this is
the highest and best use for this land, considering the beauty of the existing land and the surrounding community
context. W e are confident that there is very strong builder/home-buyer demand for larger acreage residential lots
in Elk River.
Proposed lots will meet or exceed the city’s standard R-1B sewered zoning requirements, with the following
dimensions:
Lot Dimensions R-1B Zoning Meadowsweet Bend
Front Setbacks 35’ 35’
Side Setbacks 10’ 10’
Rear Setbacks 25’ 25’
Min Lot Width 80’ 120’
Min Lot Sq Ft 12,000 sq ft 40,206 sq ft
DEVELOPMENT GOALS
Meadowsweet Bend aims to deliver mutually desired new housing opportunities and significant community
benefits for both existing and new residents in Elk River. Through the creation of a new, thoughtfully crafted
residential neighborhood, we strive to bring to life the City’s vision for the Ranch Road Corridor in the following
ways:
1. Residential Land Use: Encourage residential development with a variety of housing types that fosters high-
quality, livable neighborhoods, supports the established character of the area, and fosters greater housing
choice.
Meadowsweet Bend is positioned between the more traditional Windsor neighborhood and surrounded by
agricultural / rural land. The project proposes a mix of lot sizes that will provide a complementary buffer and
transition between the existing rural and residential uses. Meadowsweet Bend will help to expand the range
of housing options available in the City of Elk River and provide much-needed new home-ownership
opportunities. The neighborhood design allows for a range of price points and considers that many
homebuyers today wish to be part of a community with a strong sense of place while also providing a sense
of independence and open private space.
Page 61 of 111
Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24
2. Expand Access to Parks, Open Space & Natural Resources through neighborhood development.
The overall layout of the neighborhood at Meadowsweet Bend is designed to showcase and preserve the
existing natural resources of the area; A winding rural road will allow pedestrian connections to nature and
neighbors. The project proposes dedication of ~3.14 acres of land to the City (adjacent to the existing Burr
Oak Park), which could be used to expand and enhance public access to this public amenity.
3. Thoughtful Utility Design: A unique opportunity to deliver a hybrid utility model.
Rural developments typically include individual wells and septic systems. The proposed neighborhood has
been sized in a manner that will support this traditional well/septic rural configuration. However, based on
preliminary engineering review and analysis of the 2023 Feasibility Report prepared by WSB for the City of
Elk River, we propose that this specific site location and layout presents a unique opportunity to provide
homebuyers with a hybrid utility model. Each lot can be served by individual wells for water service, yet can
connect to Municipal Sewer via the existing Windsor Lift Station (as described in the Feasibility study through
the Northwest Expansion area findings).
This hybrid well/sewer configuration has been successfully executed in many communities and provides an
appealing option for both homebuyers as well as municipalities. New lots would contribute Sewer Extension
Costs and SAC Fees, providing the funding to support long-term maintenance – providing City control over
the system’s function. Homebuyers will benefit from the efficiencies and peace of mind that municipal sewer
services provide, while retaining the sought-after rural feel and character that are typically associated with
well-water and acreage lots. Based on preliminary discussions with Elk River stakeholders including
Municipal Utilities and public concept plan hearings, we believe there is a shared interest and benefit in
pursuing this hybrid design solution.
We sincerely appreciate your time, and all feedback, suggestions, or questions that the community can
provide as we advance designs for this project. We look forward to the opportunity to collaborate with you
to bring a shared vision to fruition for Meadowsweet Bend!
Thank you,
Carla Dunham
Twin Cities Land Development
Page 62 of 111
Meadowsweet Bend, Elk River – Preliminary Plat Narrative 7.29.24
ABOUT US
The TCLD team has experience in every facet of Twin Cities real estate development, investment, and
management. The project team has developed thousands of single-family and multi-family lots, establishing
itself as the most prominent locally owned lot developer in the Twin Cities.
As a trusted residential developer, our track record speaks for itself. Over the years, we have successfully brought
numerous projects to life, earning a reputation for integrity, reliability, and exceptional results. Our diverse
portfolio showcases our ability to adapt to evolving market trends and deliver projects that stand the test of
time. Learn more at: www.TCLandDev.com .
LOCAL DEVELOPMENT EXPERIENCE
Page 63 of 111
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CIVIL & SURVEY PLANS PREPARED BY:DESCRIPTIONDATENO.REVAUGUST 2024PRELIMINARY PLANSCITY OF ELK RIVER, SHERBURNE COUNTY, MNMEADOWSWEET BENDRANCH ROAD NW (CR 33)TWIN CITIES LAND DEVELOPMENT, LLC.Bogart, Pederson& Associates, Inc.LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICESTraditional Values à Creative SolutionsVICINITY MAPSHERBURNE COUNTY, MINNESOTAPROJECT LOCATION6:06 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg8/5/2024 PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVESCOLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILTDRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATIONSYSTEM DATABASES, CONSTRUCTION PLANS, ETC.NO SCALENMEADOWVALE RD NW
(CR 32)RANCH ROAD NW(CR 33)ELK LAKE ROAD NW(CR 1)214TH LNNWQUEENS
ST NW
214TH AVENWSheet List TableSheet NumberSheet Title-CoverC1.0Overall Removals PlanC1.1SW Removals PlanC1.2NW Removals PlanC1.3NE Removals PlanC1.4SE Removals PlanC2.0Overall Site PlanC2.1SW Site PlanC2.2NW Site PlanC2.3NE Site PlanC2.4SE Site PlanC2.5Lot TablesC3.0Overall Grading PlanC3.1SW Grading PlanC3.2NW Grading PlanC3.3NE Grading PlanC3.4SE Grading PlanC4.1Queen St NW Plan & ProfileC4.2Queen St NW Plan & ProfileC4.3217th Ave NW Plan & ProfileC4.4Joplin St NW Plan & ProfileC4.5Joplin St NW Plan & ProfileC4.6Riebeck St Plan & ProfileC4.7Riebeck St Plan & ProfileC4.8Gabbro Ave Plan & ProfileC4.9Gabbro Ave Plan & ProfileC4.10Solanum Circle Plan & ProfileC5.1Turn Lane PlanC6.0Full Erosion Control PlanC6.1SW Erosion Control PlanC6.2NW Erosion Control PlanC6.3NE Erosion Control PlanC6.4SE Erosion Control PlanC7.0SWPPP NarrativeC7.1City DetailsC7.2Site DetailsC7.3Sanitary DetailsPage 70 of 111
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3
SHEET X.2
SHEET X.4
SHEET X.1
CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
OVERALL REMOVALS PLANC1.06:06 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg8/5/2024
NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 71 of 111
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.1SHEET X.2SHEET X.4
SHEET X.1 OVERHEAD POWER LINESCAUTIONOVERHEAD POWER LINESCAUTIONREMOVE ±1.06 ACRES OF TREESREMOVE ±3.26 ACRES OF TREESREMOVE 26,305 SQ FT OF GRAVEL TRAILREMOVE 105 LF OF FENCESAWCUT & REMOVE 5,114 SQ FT OF BITUMINOUSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SW REMOVALS PLANC1.16:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 72 of 111
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.3
SHEET X.2OVERHEAD POWER LINESCAUTIONREMOVE ±0.02 ACRES OF TREESREMOVE ±3.26 ACRES OF TREESREMOVE 26,305 SQ FT OF GRAVEL TRAILREMOVE 105 LF OF FENCECALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
NW REMOVALS PLANC1.26:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 73 of 111
SHEET X.4SHEET X.3SHEET X.3SHEET X.2REMOVE ±3.26 ACRES OF TREESREMOVE ±7.20 ACRES OF TREESREMOVE ±0.03 ACRES OF TREESREMOVE ±0.09 ACRES OF TREESREMOVE ±0.09 ACRES OF TREESREMOVE ±0.20 ACRES OF TREESREMOVE 6,143 SQ FT OF GRAVEL TRAILREMOVE SHEDREMOVE 200 LF OF FENCEPROTECT HOUSE & CONCRETE PADSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
NE REMOVALS PLANC1.36:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 74 of 111
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.4SHEET X.3SHEET X.4SHEET X.1OVERHEAD POWER LINESCAUTIONOVERHEAD POWER LINESCAUTIONREMOVE 15,429 SQ FT OF BITUMINOUS(ONLY REMOVE AFTER PHASE 3 ROADCONNECTION, MAINTAIN EMERGENCY EXIT.)REMOVE 5,962 SQ FT OF GRAVELMAINTAIN FENCE(REPLACE IN KIND IF DAMAGED)CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SE REMOVALS PLANC1.46:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Removals.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOPERFORM OR COORDINATE ALL UTILITY CONNECTIONSAND RELOCATIONS FROM EXISTING UTILITY LOCATIONSTO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITEAMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOTLIMITED TO WATER, SANITARY SEWER, UNDERGROUNDGAS, ETC.2.THE CONNECTIONS SHALL BE PERFORMED INACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. UTILITYCONNECTIONS (UNDERGROUND GAS, WATERMAIN, ANDSTORM SEWER) MAY REQUIRE A PERMIT FROM THE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS ATPROPOSED CONNECTIONS TO EXISTING UTILITIES PRIORTO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF ELKRIVER FOR ALL UTILITY DISCONNECTIONS, SERVICETERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS ANDRELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TOTHE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMEDIN ACCORDANCE WITH STATE AND LOCAL STANDARDSPECIFICATIONS FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN ALL NECESSARY STATE AND LOCALPERMITS NECESSARY FOR UTILITY CONSTRUCTION ANDWORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THEPUMP DISCHARGE SHALL BE TREATED PRIOR TO BEINGDISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURETHAT IT IS VISIBLY CLEAN WATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURESAND TREES (NOTED AND NOT NOTED) TO REMAIN ANDSHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATIONWERE IDENTIFIED AND LOCATED DURING THE COURSE OFTHE SURVEY. CONTRACTOR SHALL FIELD VERIFY THEEXISTING CONDITIONS OF THE PROJECT AREA ANDREMOVE ALL TREES NOT DESIGNATED TO BE SAVED ANDPROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS ANDTOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTIONREMOVE EXISTING TREESLEGEND:REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 75 of 111
Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG
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e1512453 1871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)ROAD END (PHASE 1)ROAD END (PHASE 3)ROAD END (PHASE 2)ROAD END (PHASE 4)SHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3
SHEET X.2
SHEET X.4
SHEET X.1
ROAD START (PHASE 1)ROAD START/END (PHASE 3)ParkCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
OVERALL SITE PLANC2.06:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg8/5/2024
NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 76 of 111
Queen St NWSolanum Circle217th Ave NWRiebeck St112453712346789101112Park5131514111213910121112910178641613ROAD END (PHASE 3)SHEET X.1SHEET X.2SHEET X.4
SHEET X.1 ROW 66.0'BIT. 32.0'INFILTRATION BASININFILTRATION BASIN45.0'R=35'L=30.8'R=25'L=36.2'R=25'L=36.9'345.4'12.0'PROPOSED TURN LANE(SEE TURN LANE PLAN)STOP SIGN (R1-1)STOP SIGN (R1-1)STOP SIGN (R1-1)17.
0
'
35.0'ROAD START/END (PHASE 3)CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SW SITE PLANC2.16:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 77 of 111
Queen St NW217th Ave NWRiebeck St124531871Park201922211315141112359101247111412312869101786216Outlot13TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)ROAD END (PHASE 3)ROAD END (PHASE 4)SHEET X.3
SHEET X.2ROW 66.0'BIT. 32.0'INFILTRATION BASINBI
T
.
3
2
.
0
'ROW 66
.0
'45.0'R=25'L=36.9'R=35'L=29.1'STOP SIGN (R1-1)17.0'
35.0'17.0'35.0'CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
NW SITE PLANC2.26:07 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 78 of 111
217th Ave NWG
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23141516243567891087651432111091222252427262821112317191820Outlot13TEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)ROAD END (PHASE 1)ROAD END (PHASE 2)SHEET X.4SHEET X.3SHEET X.3SHEET X.2
Joplin St NWINFILTRATION BASININFILTRATION BASINR=25'L=37.4'R=35'L=30.8'BIT. 32.0'ROW 66.0'STOP SIGN (R1-1)35.0'
17.0'CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
NE SITE PLANC2.36:08 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 79 of 111
Joplin St NW51610131417191518211918171615141213201112320SHEET X.4SHEET X.3SHEET X.4SHEET X.1
INFILTRATION BASININFILTRATION BASINBIT. 32.0'ROW 66.0'35.0
'17.0
'ROAD START (PHASE 1)PROPOSED TURN LANE(SEE TURN LANE PLAN)STOP SIGN (R1-1)MAINTAIN DRIVEWAY FOR EMERGENCYACCESS UNTIL WEST/EAST ROADCONNECTION DURING PHASE 3ParkCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SE SITE PLANC2.46:08 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Site Base.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTLEGEND:PROPOSED GRAVEL SURFACINGSITE PLAN NOTES:1.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.3.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.4.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.5.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.6.SEE PRELIMINARY PLAT FOR LOT STANDARDS, SETBACK INFORMATION,ETC.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 80 of 111
Parcel TableLot #1234567891011121314151719202122Area (S.F.)44,80351,45748,27640,88340,251125,792145,06882,67063,86490,73760,65767,02161,92857,55665,98363,50677,41346,52740,20668,483Area (Acre)1.031.181.110.940.922.893.331.901.472.081.391.541.421.321.511.461.781.070.921.57Parcel TableLot #12345678910111213141516171819202122232425262728OutlotArea (S.F.)52,21862,11169,98956,65858,57053,74652,77045,12145,50447,32749,48247,593111,422142,43868,294108,87851,55643,46245,31776,948141,354145,806123,136122,835144,71488,16862,53445,564926,192Area (Acre)1.201.431.611.301.341.231.211.041.041.091.141.092.563.271.572.501.181.001.041.773.253.352.832.823.322.021.441.0521.26Parcel TableLot #123456789101112131415161718192021Area (S.F.)304,60188,70062,65645,52854,69254,74950,25157,05158,01567,35575,56771,223162,864290,69387,60273,71685,262108,13544,66258,95047,097Area (Acre)6.992.041.441.051.261.261.151.311.331.551.731.643.746.672.011.691.962.481.031.351.08Parcel TableLot #12345678910111213ParkArea (S.F.)112,74293,87990,19689,42573,90856,51242,10349,786172,38469,04763,77163,90787,72466,187Area (Acre)2.592.162.072.051.701.300.971.143.961.591.461.472.011.52Parcel TableLot #1234567891011121314151617181920OutlotParkArea (S.F.)49,64344,25844,05852,95260,30951,25146,48443,89645,04843,79846,51447,96494,62790,26649,34947,76644,07044,07044,03052,4512,32170,468Area (Acre)1.141.021.011.221.381.181.071.011.031.011.071.102.172.071.131.101.011.011.011.200.051.62Block 1Block 2Block 3Block 4Block 5SITE BASE
LOT TABLESC2.56:08 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Lot Tables.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 81 of 111
Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG
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e1512453 1871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320SHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3
SHEET X.2
SHEET X.4
SHEET X.1
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H
E
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4
.
8
SHEET 4.9GRADING
OVERALL GRADING PLANC3.06:09 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024
NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4"DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TOHELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOPOF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ONSITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENTFOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYSPRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTSMUST BE APPROVED BY THE ENGINEER. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATEDWITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THECONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THECONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOTBE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWERIS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALSWITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR,MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 82 of 111
Queen St NWSolanum Circle217th Ave NWRiebeck St112453712346789101112Park5131514111213910121112910178641613SHEET X.1SHEET X.2SHEET X.4
SHEET X.11.9%1.4%1.0%1.3%1.
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EOF=971.50SEWOG=962.5(LL=959.7)MIN=952.0DW: 7%DW: 7%DW: 8%DW: 6%DW: 6%DW: 7%D
W
:
2
%
DW: 6%
DW:
4
%DW: 3%
D
W
:
5
%DW: 6%DW: 8%DW: 5%DW:
7%DW:
8%DW: 5%DW: 2%DW: 3%DW: 2%DW: 7%DW: 3%DW:
6
%
DW
:
7%
D
W
:
7
%
DW:
7
%
DW: 7
%
DW: 2%
DW: 7
%
DW: 5
%
DW:
7
%
DW:
7
%
DW
:
7
%DW:
6%DW: 4%DW: 6%
DW: 3%
DW: 7%
SEWOG=961.0(LL=958.2)MIN=952.0 SEWOG=963.0(LL=960.2)MIN=956.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=956.0FBWOG=971.0(LL=963.0)MIN=954.2SEWOG=961.0(LL=958.2)MIN=956.0SEWOG=966.5(LL=963.7)MIN=956.0FBG=973.0(LL=965.0)MIN=956.0FBG=975.0(LL=967.0)MIN=956.0SEWOG=979.0(LL=976.2)MIN=956.0FBWOG=977.0(LL=969.0)MIN=949.3FBWOG=978.0(LL=970.0)MIN=949.3SEWOG=977.0(LL=974.2)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.5FBWOG=969.0(LL=961.0)MIN=958.3FBWOG=968.0(LL=960.0)MIN=958.3FBG=975.0(LL=968.0)MIN=949.3FBG=978.0(LL=970.0)MIN=949.3FBWOG=967.5(LL=959.5)MIN=958.3SEWOG=971.5(LL=968.7)MIN=953.9FBWOG=968.0(LL=960.0)MIN=953.9F
B
W
O
G
=
9
6
8
.
0
(L
L
=
9
6
0
.
0
)
MI
N
=
9
5
3
.
9
FBWOG=967.5(LL=959.5)MIN=958.3FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=952.0FBWOG=986.0(LL=978.0)MIN=952.0FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=990.0(LL=987.2)MIN=962.5SEWOG=988.0(LL=985.2)MIN=977.2FBWOG=983.0(LL=975.0)MIN=952.0SEWOG=982.0(LL=979.2)MIN=977.2FBWOG=982.5(LL=974.5)MIN=974.2SEWOG=981.0(LL=978.2)MIN=977.2SEWOG=982.0(LL=979.2)MIN=977.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0
(LL=971
.0
)MIN=954
.4FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=985.0(LL=982.2)MIN=977.2FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=962.5DW: 2
%EOF=974.501.0%97
1
.
5
969.
0
INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN D100-YEAR HWL: 956.29INFILTRATION BASIN C100-YEAR HWL: 952.19INFILTRATION BASIN B100-YEAR HWL: 953.95INFILTRATION BASIN A100-YEAR HWL: 951.88EX. BASIN 3100-YEAR HWL: 958.57WETLAND 5100-YEAR HWL: 951.87WETLAND 2100-YEAR HWL: 947.30EOF=951.5012' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG957.73 FG957.93 FG957.00 FG957.00 FG956.50 FG956.50 FG960 956956958 950948952950952954950952954970972974976978980975.00 FG975.00 FG975.00 FG975.00 FG973.00 FG973.00 FG973.00 FG9709689729749769782-9 FES2-7 FES2-8 FES2-5 FES2-6 FES2-3 FES2-10 FES9
8
0
9
7
6
9
7
8
9
8
2
9
8
4
96
6 966968970
964
966
968
972
95
6
956965.94 TP966.10 TP966.53 TP966.10 TP965.94 TP953.18 TP953.01 TP952.66 TP952.42 TP952.78 TP952.94 TP9509524:1
9609
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8962964
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0
1
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0
0
1
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0
0
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0
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24+0025+0026+0020+001+002+003+004+005+006+007+008+009+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00974976GRADING
SW GRADING PLANC3.16:09 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4"DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TOHELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOPOF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ONSITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENTFOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYSPRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTSMUST BE APPROVED BY THE ENGINEER. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATEDWITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THECONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THECONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOTBE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWERIS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALSWITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR,MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 83 of 111
Queen St NW217th Ave NWRiebeck St124531871Park201922211315141112359101247111412312869101786216Outlot13SHEET X.3
SHEET X.2960970
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970956958962
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974974976976 980980980980
976976978978978982982982982950
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8
EOF=955.0097
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974
97
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970
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972
972
EOF=971.50EOF=957.20950952954956960954954956956958958962964SEWOG=962.5(LL=959.7)MIN=952.0 DW: 7%DW: 6%DW: 6%DW: 7%DW: 2%DW: 6%DW: 4%DW: 3%DW: 5%
DW:
6
%
DW
:
7%
D
W
:
7
%
DW:
7
%
DW: 7
%
DW: 2%
DW: 7
%
DW: 5
%
DW:
7
%
DW:
7
%
DW:
7%DW:
6%DW: 6%DW: 7%DW: 5%DW: 6%DW: 5%DW: 5%DW: 6%DW: 5%DW: 7%DW: 7%DW: 5%DW: 4%DW: 6%
DW: 3%
DW: 7%SEWOG=963.0(LL=960.2)MIN=956.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=956.0FBWOG=971.0(LL=963.0)MIN=954.2SEWOG=961.0(LL=958.2)MIN=956.0SEWOG=966.5(LL=963.7)MIN=956.0FBG=973.0(LL=965.0)MIN=956.0FBG=975.0(LL=967.0)MIN=956.0SEWOG=979.0(LL=976.2)MIN=956.0FBWOG=977.0(LL=969.0)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.5FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=952.0FBWOG=986.0(LL=978.0)MIN=952.0FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=990.0(LL=987.2)MIN=962.5SEWOG=988.0(LL=985.2)MIN=977.2FBWOG=983.0(LL=975.0)MIN=952.0SEWOG=982.0(LL=979.2)MIN=977.2FBWOG=982.5(LL=974.5)MIN=974.2SEWOG=981.0(LL=978.2)MIN=977.2SEWOG=982.0(LL=979.2)MIN=977.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0
(LL=971
.0
)MIN=954
.4FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=967.5(LL=962.7)MIN=962.6FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=974.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=977.2SEWOG=984.5(LL=981.7)MIN=977.2FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=985.5(LL=982.7)MIN=977.2SEWOG=985.0(LL=982.2)MIN=978.4FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=978.4SEWOG=983.0(LL=980.2)MIN=978.4SEWOG=981.5(LL=978.7)MIN=978.4SEWOG=982.0(LL=979.2)MIN=978.4FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=962.5DW: 2
%
DW: 5%EOF=975.50EOF=974.501.0%96095695897
1
.
5
969.
0
INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.15INFILTRATION BASIN I100-YEAR HWL: 976.34INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN B100-YEAR HWL: 953.95WETLAND 6100-YEAR HWL: 952.3612' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG956.50 FG956.50 FG950952954950952954970972974976978980975.00 FG975.00 FG975.00 FG975.00 FG973.00 FG973.00 FG973.00 FG973.00 FG976.50 FG976.50 FG976.50 FG976.50 FG974974976976978970968972974976978959.00 FG959.00 FG959.00 FG959.00 FG960.50 FG2-7 FES2-8 FES2-3 FES2-1 FES2-2 FES3-2 FES3-1 FES9
8
0
9
7
6
9
7
8
9
8
2
9
8
4
956 9609
5
8962964
2-4 FES8' X 8' OF FLEXAMAT4+005+006+007+008+009+0010+0011+0012+0013+0015+0016
+
0
0
1
7
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0
0
1
8
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0
0
1
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0
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2
2
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0
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2
3
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0
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24+0025+0026+0027+0028+0029+0030+000+001+002+003+004+005+006+007+008+009+0010+0011+001 2 +0 0 13 +0 0 14 +0 0 1 5 +0 0 16+0016+94.60217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00974976GRADING
NW GRADING PLANC3.26:09 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4"DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TOHELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOPOF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ONSITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENTFOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYSPRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTSMUST BE APPROVED BY THE ENGINEER. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATEDWITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THECONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THECONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOTBE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWERIS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALSWITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR,MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 84 of 111
217th Ave NWG
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23141516243567891087651432111091222252427262821112317191820Outlot13SHEET X.4SHEET X.3SHEET X.3SHEET X.2970970
980980 964964964964966966968968972974
976
978978
982
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984980
980 972972974
9
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97
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982984
984 984986986988988EOF=957.20950952954956960954954956956958958962964EOF=961.50DW: 3%DW: 7%DW: 5%DW: 7%DW: 8%DW: 7%DW: 6%DW: 4%
DW:
2
%DW: 1%DW: 1%DW: 5%DW: 6%DW: 2%DW: 4%DW: 8%DW: 6%DW: 7%DW: 3%
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7%DW:
6%DW: 7%DW: 4%DW: 2%DW: 7%FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=967.5(LL=962.7)MIN=962.6SEWOG=969.0(LL=966.2)MIN=964.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=960.1FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBWOG=972.5(LL=964.5)MIN=964.0FBWOG=979.3(LL=971.3)MIN=964.0FB
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)MIN=956
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)MIN=952
.0FBWOG=981.0(LL=973.0)MIN=952.0FBWOG=977.0(LL=969.0)MIN=952.0FBWOG=976.0(LL=968.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=972.0FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=972.7FBLOG=978.5(LL=970.5)(OPN=972.5)MIN=972.0FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=972.7FBWOG=981.0(LL=973.0)MIN=972.7FBWOG=982.0(LL=974.0)MIN=956.0FBWOG=990.0(LL=982.0)MIN=956.0FBLOG=987.0(LL=979.0)(OPN=981.0)MIN=972.7FBLOG=988.0(LL=980.0)(OPN=982.0)MIN=966.0SEWOG=989.0(LL=986.2)MIN=956.0FBWOG=990.0(LL=982.0)MIN=964.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.8FBWOG=984.0(LL=976.0)MIN=971.1FBWOG=984.0(LL=976.0)MIN=971.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=956.8SEWOG=970.0(LL=967.2)MIN=960.1DW: 5%
970
97
2
974
9
7
6
978
EOF=969.20EOF=969.70FUTURE DRIVEWAY970966968960956958960956958962964966 24 LF 15"Ø RCP @ 1.05%96
7
97
0
96
8
97
2
97
0
96
8
967INFILTRATION BASIN N100-YEAR HWL: 969.99INFILTRATION BASIN M100-YEAR HWL: 970.62INFILTRATION BASIN L100-YEAR HWL: 961.93INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN J100-YEAR HWL: 960.56WETLAND 6100-YEAR HWL: 952.3612' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT970968972974959.00 FG959.00 FG959.00 FG959.00 FG960.50 FG960.50 FG963.00 FG963.00 FG963.00 FG963.00 FG960956958960961.02 FG961.01 FG961.46 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-9 FES1-10 FES1-15 FESINV.=959.001-16 FESINV.=958.751-14 FES980
990
982
984
986
988
970968
972 974 976
970
972
974970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FGMATCH EX. GRADES26+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+004 2 +0 0
43+00
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5
+
0
0
6
+007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00GRADING
NE GRADING PLANC3.36:09 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4"DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TOHELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOPOF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ONSITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENTFOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYSPRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTSMUST BE APPROVED BY THE ENGINEER. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATEDWITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THECONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THECONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOTBE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWERIS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALSWITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR,MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 85 of 111
Joplin St NW51610131417191518211918171615141213201112320SHEET X.4SHEET X.3SHEET X.4SHEET X.1Park
9
7
0 970980 980980
990
990
9
7
2 9729749
7
4 97697
6
978 978982 982982
984
984
986
986
988
988
992
992 DW:
6%DW: 2%DW: 7%DW: 6%DW: 3%DW:
8%
D
W
:
8
%DW:
7%
DW
:
2
%DW:
2%DW: 6%DW:
2%DW: 7%DW: 7%DW: 5%DW: 8%DW: 1%DW: 1%DW: 5%DW: 5%FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.8(LL=976.0)MIN=971.1FBWOG=984.0(LL=976.0)MIN=971.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=956.8FBWOG=978.0(LL=970.0)MIN=956.8SEWOG=976.0(LL=973.2)MIN=971.1FBWOG=972.0(LL=964.0)MIN=956.8FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=956.8FBG=984.0(LL=976.0)MIN=969.4FBWOG=989.0(LL=981.0)MIN=969.4FBWOG=988.0(LL=980.0)MIN=956.0FBWOG=992.0(LL=984.0)MIN=956.0FBLOG=997.0(LL=989.0)(OPN=991.0)MIN=969.4FBWOG=994.0(LL=986.0)MIN=956.0FBLOG=998.5(LL=990.5)(OPN=992.5)MIN=956.0FBG=995.0
(LL=987
.0
)MIN=974
.6
FB
W
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9
9
8
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0
(LL
=
9
9
0
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0
)
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9
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7
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6
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BWOG=
9
9
6
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0
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=
9
8
8
.
0
)MIN
=
9
7
7
.
6FBWOG=991.0
(LL=983
.0
)MIN=977
.6FBWOG=987.0(LL=979.0)MIN=977.6FBG=993.0(LL=985.0)MIN=974.6FBG=983.0(LL=975.0)MIN=974.6DW: 6%970
97
2
974
97
6
978
FUTURE DRIVEWAYEOF=969.20970966968EOF=966.509
7
2
9
7
4
9
7
6978
960970980962964966968972974976978964
964
966
966
968
960 962
964EOF=972.2097297497697
0
97
2
9
7
4
976971969
INFILTRATION BASIN Q100-YEAR HWL: 975.52INFILTRATION BASIN R100-YEAR HWL: 972.55INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.04WETLAND 9100-YEAR HWL: 953.99WETLAND 8100-YEAR HWL: 954.80EX. BASIN 3100-YEAR HWL: 958.5712' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT1-9 FES1-10 FES1-7 FES1-8 FES1-2 FES1-1 FES1-5 FES1-6 FES1-3 FES1-4 FES967.50 FG967.50 FG967.50 FG967.50 FG973.20 FG973.20 FG978978.20 FG9904 2 +0 0
43+0044+0045+0046+0047+0048+0 0
49+0050+0051+0052+0053+005 4 +0 0
55 +0 0
56+00
5
7
+
0
058+0059+0060+0061+006
2
+
0
0
62
+
7
3
.
2
4
GRADING
SE GRADING PLANC3.46:10 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 PROPOSED FLEXAMAT CONCRETE MAT984PROPOSED CONTOURPROPOSED SLOPENEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4"DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TOHELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOPOF CURB UNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED,AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS /WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TOTHE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ONSITE. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENTFOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYSPRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTSMUST BE APPROVED BY THE ENGINEER. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED FOR WORK ASSOCIATEDWITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THECONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THECONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATIONSHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE(OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTINGBUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER(INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOTBE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWERIS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALSWITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR,MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.12.SUGGESTED HOUSE TYPES SHOWN ARE NOT FINAL. OTHER HOUSETYPES MAY BE USED AND DETERMINED BY THE HOUSE BUILDER.THE MINIMUM LOW FLOOR ELEVATIONS SHALL BE MAINTAINEDUNLESS HOUSE IS BUILT IN A DIFFERENT LOCATION OUTSIDE OFTHE GOVERNING HWL.13.EACH LOT SHALL BE SERVICED BY INDIVIDUAL WELLS AND PUBLICSANITARY FORCE MAIN SEWER. (PLAN PROVIDED BY OTHERS)LEGEND:VVPROPOSED STORM SEWERPROPOSED FLARED END SECITONSUGGESTED DRIVEWAY SLOPEDW 5%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=971.5SUGGESTED HOUSE TYPESUGGESTED GARAGE ELEVATIONSUGGESTED LOW LEVEL ELEVATIONSUGGESTED LOW OPENING ELEVATIONMINIMUM LOW OPENING ELEVATION FOR FREEBOARDPage 86 of 111
945950955960965970975980985990945950955960965970975980985990-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+000.87%3.53%-2.00%4.51%-1.92%STA: 0+25.00ELEV: 952.250 LOW POINT STA: 0+50.00, ELEV: 952.47'PVI STA: 1+00.00, ELEV: 952.90'K = 37.50, A.D. = 2.67%'V.C.= 100.00'PVC STA: 0+50.00ELEV: 952.47'PVT STA: 1+50.00ELEV: 954.67'LOW POINT STA: 4+92.18, ELEV: 954.28'PVI STA: 5+50.00, ELEV: 952.20'K = 46.09, A.D. = 6.51%'V.C.= 300.00'PVC STA: 4+00.00
ELEV: 955.20'
PVT STA: 7+00.00
ELEV: 958.96'HIGH POINT STA: 2+70.78, ELEV: 957.24'PVI STA: 2+50.00, ELEV: 958.20'K = 27.11, A.D. = -5.53%'V.C.= 150.00'PVC STA: 1+75.00ELEV: 955.55'PVT STA: 3+25.00ELEV: 956.70'HIGH POINT STA: 11+40.34, ELEV: 975.66'PVI STA: 11+00.00, ELEV: 977.00'K = 31.12, A.D. = -6.43%'V.C.= 200.00'PVC STA: 10+00.00
ELEV: 972.49'
PVT STA: 12+00.00
ELEV: 975.08'
952.7952.47952.7953.23956.9954.67957.8956.32958.1957.16957.6957.08956.2956.20953.3
955.20
950.8
954.47
949.7
954.28
949.7
954.64
950.9
955.54
953.0
956.98
955.6
958.96
958.3
961.22
960.7
963.47
962.6
965.73
964.3
967.98
967.0
970.24
969.9
972.49
970.8
974.34
972.7
975.39
972.7
975.64
972.8
975.08
974.5
974.12
977.0 INLET 2-9 FES, INV.=950.70, STA.=1+00.15OUTLET 2-10 FES, INV.= 950.25, STA.=1+06.4856 LF 15"Ø RCP + 2 RCP APRONS @ 0.81%INLET 2-7 FES, INV.=951.30, STA.=5+21.29OUTLET 2-8 FES, INV.= 950.50, STA.=5+21.9455 LF 15"Ø RCP + 2 RCP APRONS @ 1.45%PROPOSED CENTERLINEEXISTING SURFACETIE INTO EX. ROADZONE 1: 337 LF OF 2"Ø SDR11 HDPEZONE 2: 577 LF OF 2"Ø SDR11 HDPEZONE 3: 362 LF OF 3"Ø SDR11 HDPEQueen St NW124531239108960970954956956 956958962964
966
968
972
974
974EOF=951.50950950952952VV950950952952
VVSEWOG=962.5(LL=959.7)MIN=952.0DW: 7%DW: 7%DW: 8%DW: 6%
DW: 6%
DW: 7%DW: 2%DW:
6
%
D
W
:
4
%DW: 3%DW:
5%DW: 6%DW
:
6
%SEWOG=961.0(LL=958.2)MIN=952.0 SEWOG=963.0(LL=960.2)MIN=956.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=956.0FBWOG=971.0(LL=963.0)MIN=954.2SEWOG=961.0(LL=958.2)MIN=956.0SEWOG=966.5(LL=963.7)MIN=956.0FBG=973.0(LL=965.0)MIN=956.0FBG=975.0(LL=967.0)MIN=956.0SEWOG=979.0(LL=976.2)MIN=956.0FBWOG=977.0(LL=969.0)MIN=949.3FBWOG=978.0(LL=970.0)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.51.0%INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN C100-YEAR HWL: 952.19INFILTRATION BASIN B100-YEAR HWL: 953.95INFILTRATION BASIN A100-YEAR HWL: 951.88EOF=951.5012' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG9609569569589509489529509529549509529549709729749769782-9 FES2-7 FES2-8 FES2-10 FESSSSSSSSSSSSSSSSSSSSSSSSSSANI. FORCEMAIN952.42 TPSANI. SERVICE LOCATION0+00 1+00 2+003+004+005+006+007+008+009+0010+0011+0012+0013+00974976SEWER ZONE 1SEWER ZONE 2AIR RELEASE VALVEPLUG ENDGRADING
QUEEN ST NW PLAN & PROFILEC4.16:10 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVENSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 87 of 111
95095596096597097598098599099595095596096597097598098599099512+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+00-1.92%-4.40%4.00%1.71%-2.83%LOW POINT STA: 16+57.14, ELEV: 963.39'PVI STA: 16+50.00, ELEV: 960.25'K = 35.71, A.D. = 8.40%'V.C.= 300.00'PVC STA: 15+00.00ELEV: 966.85'
PVT STA: 18+00.00
ELEV: 966.25'
PVT STA: 12+00.00ELEV: 975.08'HIGH POINT STA: 13+25.00, ELEV: 972.69'PVI STA: 14+00.00, ELEV: 971.25'K = 60.40, A.D. = -2.48%'V.C.= 150.00'PVC STA: 13+25.00ELEV: 972.69'PVT STA: 14+75.00ELEV: 967.95'HIGH POINT STA: 20+00.00, ELEV: 973.11'PVI STA: 19+50.00, ELEV: 972.25'K = 43.75, A.D. = -2.29%'V.C.= 100.00'PVC STA: 19+00.00
ELEV: 970.25'
PVT STA: 20+00.00
ELEV: 973.11'HIGH POINT STA: 22+81.54, ELEV: 977.45'PVI STA: 23+00.00, ELEV: 978.25'K = 32.98, A.D. = -4.55%'V.C.= 150.00'PVC STA: 22+25.00
ELEV: 976.96'
PVT STA: 23+75.00
ELEV: 976.12'
974.12977.0973.17977.1972.16973.3970.78970.4969.00965.1966.85960.6965.00957.2963.85953.8963.40952.8
963.65
954.7
964.60
958.6
966.25
963.1
968.25
966.8
970.25
970.0
971.96
971.5
973.11
972.9
973.96
972.7
974.82
972.1
975.68
972.7
976.54
977.9
977.30
982.3
977.40
979.6
976.74
970.6
975.42
971.5
974.00
974.4
972.58
974.8
971.17
972.2 INLET 2-3 FES, INV.=957.00, STA.=16+45.33OUTLET 2-4 FES, INV.= 956.00, STA.=16+59.5879 LF 15"Ø RCP + 2 RCP APRONS @ 1.26%PROPOSED CENTERLINEEXISTING SURFACEZONE 7: 926 LF OF 3"Ø SDR11 HDPEZONE 12: 340 LF OF 3"Ø SDR11 HDPE217th Ave NW1Park11121210970970970964964
966966
966968968
9689729
7
2972 974974
9749
7
497697
6 978960954956958964DW: 3%DW: 5%DW: 6%DW: 8%DW: 7%DW: 3%DW: 6%DW:
7%
DW: 4%
DW:
6
%
D
W
:
3
%
D
W
:
7
%SEWOG=979.0(LL=976.2)MIN=956.0SEWOG=977.0(LL=974.2)MIN=949.3 FBWOG=977.0(LL=969.0)MIN=962.5FBWOG=969.0(LL=961.0)MIN=958.3
FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0(LL=971.0)MIN=954.4FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=962.5INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN F100-YEAR HWL: 955.45INFILTRATION BASIN E100-YEAR HWL: 960.4620' X 8' OF FLEXAMAT970972974976978970968972974976978959.00 FG2-3 FES980976978982984SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS966968960958962964VV2-4 FES0+001+00 1 1 +0 012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+000+00
1 +0 0QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00SEWER ZONE 3SEWER ZONE 6SEWER ZONE 7SEWER ZONE 11SEWER ZONE 12AIR RELEASE VALVECO VALVECO VALVE3" X 2" TEEAIR RELEASE VALVECO VALVECO VALVE3" X 3" TEEGRADING
QUEEN ST NW PLAN & PROFILEC4.26:10 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 88 of 111
95095596096597097598098599099595095596096597097598098599099525+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+0033+5034+0034+5035+0035+5036+0036+5037+0037+5038+0038+5039+002.00%-1.33%6.80%2.14%-2.83%LOW POINT STA: 29+17.24, ELEV: 962.42'PVI STA: 29+00.00, ELEV: 961.25'K = 41.38, A.D. = 4.83%'V.C.= 200.00'PVC STA: 28+00.00ELEV: 964.08'
PVT STA: 30+00.00
ELEV: 963.25'LOW POINT STA: 33+49.18, ELEV: 963.92'PVI STA: 34+50.00, ELEV: 962.25'K = 36.89, A.D. = 8.13%'V.C.= 300.00'PVC STA: 33+00.00
ELEV: 964.25'
PVT STA: 36+00.00
ELEV: 972.45'HIGH POINT STA: 31+60.00, ELEV: 965.85'PVI STA: 31+50.00, ELEV: 966.25'K = 30.00, A.D. = -3.33%'V.C.= 100.00'PVC STA: 31+00.00
ELEV: 965.25'
PVT STA: 32+00.00
ELEV: 965.58'HIGH POINT STA: 37+75.00, ELEV: 980.86'PVI STA: 37+00.00, ELEV: 979.25'K = 32.22, A.D. = -4.66%'V.C.= 150.00'PVC STA: 36+25.00
ELEV: 974.15'
PVT STA: 37+75.00
ELEV: 980.86'
971.17972.2969.75968.6968.33968.2966.92969.0965.50967.8964.08963.8962.97957.6962.46955.4962.55957.7
963.25
962.7
964.25
968.4
965.25
969.4
965.83
967.0
965.58
965.5
964.92
965.0
964.25
963.3
963.92
960.7
964.27
957.6
965.30
955.8
967.01
956.8
969.39
961.0
972.45
964.3
975.75
969.1
978.38
976.4
980.23
982.0
981.39
985.9
982.47
986.0 INLET 2-1 FES, INV.=959.00, STA.=29+23.03OUTLET 2-2 FES, INV.= 958.50, STA.=29+19.4648 LF 15"Ø RCP + 2 RCP APRONS @ 1.04%INLET 1-13 FES, INV.=960.00, STA.=33+96.93OUTLET 1-14 FES, INV.= 959.00, STA.=34+09.4672 LF 15"Ø RCP + 2 RCP APRONS @ 1.39%INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 977.00, STA.=0+28.4563 LF 15"Ø RCP + 2 RCP APRONS @ 2.69%END OF PHASE 1 / BEGINING OF PHASE 3STA: 29+95±PROPOSED CENTERLINEEXISTING SURFACEZONE 13: 1,091 LF OF 3"Ø SDR11 HDPE217th Ave NWGa
b
b
r
o
A
v
e14151612435672171813V970970980964964964964966966968968
972
972
974
974
976
978
982
984 982984986988988EOF=957.20950952954956960954954956956958958962964VVEOF=961.50VVDW: 6%DW: 3%DW: 7%
DW: 5%
DW: 7%
DW:
8
%
DW:
7
%
DW: 6%
DW: 4%
DW:
2
%DW: 1%DW: 1%DW: 5%DW: 6%D
W
:
7
%
DW
:
7%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0(LL=971.0)MIN=954.4 FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=967.5(LL=962.7)MIN=962.6SEWOG=969.0(LL=966.2)MIN=964.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=960.1FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBWOG=972.5(LL=964.5)MIN=964.0FBWOG=979.3(LL=971.3)MIN=964.0FB
W
O
G=
9
8
3
.
5
(LL
=
9
7
5
.
5
)
MIN
=
9
6
4
.
0
FB
W
O
G=
9
8
9
.
0
(LL
=
9
8
1
.
0
)
MI
N
=
9
5
2
.
0
SE
W
O
G=9
9
1
.
0
(LL
=
9
8
8
.
2
)
MIN
=
9
5
6
.
0
SEWOG=989.0(LL=986.2)MIN=956.0SEWOG=970.0(LL=967.2)MIN=960.1DW: 5%960956958960
956
958
962
964
966 24 LF 15"Ø RCP @ 1.05%INFILTRATION BASIN L100-YEAR HWL: 961.93INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN J100-YEAR HWL: 960.5612' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT970968972974976978959.00 FG959.00 FG959.00 FG959.00 FG960.50 FG960.50 FG963.00 FG963.00 FG963.00 FG963.00 FG960
956
958
960961.02 FG961.01 FG961.46 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-15 FESINV.=959.001-16 FESINV.=958.751-14 FES980
990
982
984
986
988
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSMATCH EX. GRADES25+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+000+0
0
1+0
0
2+0
0
3+0
0217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SEWER ZONE 12SEWER ZONE 13SEWER ZONE 17AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEEGRADING
217TH AVE NW PLAN & PROFILEC4.36:11 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 89 of 111
9559609659709759809859909951000955960965970975980985990995100038+0038+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+5050+0050+5051+0051+5052+005.44%2.14%-3.18%LOW POINT STA: 46+97.47, ELEV: 968.51'PVI STA: 47+50.00, ELEV: 964.50'K = 46.38, A.D. = 8.62%'V.C.= 400.00'PVC STA: 45+50.00
ELEV: 970.86'
PVT STA: 49+50.00
ELEV: 975.39'HIGH POINT STA: 53+00.00, ELEV: 990.57'PVI STA: 52+00.00, ELEV: 989.00'K = 51.64, A.D. = -3.87%'V.C.= 200.00'PVC STA: 51+00.00ELEV: 983.56'PVT STA: 53+00.00ELEV: 990.57'HIGH POINT STA: 40+30.56, ELEV: 985.47'PVI STA: 40+50.00, ELEV: 986.76'K = 37.57, A.D. = -5.32%'V.C.= 200.00'PVC STA: 39+50.00ELEV: 984.61'PVT STA: 41+50.00ELEV: 983.58'982.47986.0983.54982.4984.61985.9985.35986.1985.42984.7984.83984.8983.58984.1981.99979.2980.40976.5
978.81
976.8
977.22
979.2
975.63
982.2
974.04
980.0
972.45
976.2
970.86
972.1
969.54
968.3
968.76
967.1
968.52
968.0
968.81
967.8
969.65
967.1
971.02
966.7
972.94
967.0
975.39
969.3
978.11
973.5
980.83
979.1
983.56
984.7
986.04
987.6 INLET 1-9 FES, INV.=976.75, STA.=42+84.40OUTLET 1-10 FES, INV.= 975.50, STA.=43+02.2955 LF 15"Ø RCP + 2 RCP APRONS @ 2.26%INLET 1-7 FES, INV.=966.00, STA.=46+95.47OUTLET 1-8 FES, INV.= 964.50, STA.=46+94.8947 LF 15"Ø RCP + 2 RCP APRONS @ 3.19%INLET 1-5 FES, INV.=984.00, STA.=51+61.64OUTLET 1-6 FES, INV.= 983.30, STA.=51+44.6947 LF 15"Ø RCP + 2 RCP APRONS @ 1.48%PROPOSED CENTERLINEEXISTING SURFACEZONE 18: 1,897 LF OF 4"Ø SDR11 HDPE16
9 10
13
14
17
15
14
11109
12
13
11
12
9709
7
0
980980980
9909729
7
2
9
7
4
9749
7
6
9769789
7
8982
982982984984
984986988982VV DW: 7%DW: 7%DW: 6%DW: 7%DW: 4%DW: 2%
DW: 7%
DW: 6%
DW: 3%
DW: 8%DW: 8%DW: 7%DW: 2%SEWOG=989.0(LL=986.2)MIN=956.0FBWOG=990.0(LL=982.0)MIN=964.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.8FBWOG=984.0(LL=976.0)MIN=971.1FBWOG=984.0(LL=976.0)MIN=971.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=956.8FBWOG=978.0(LL=970.0)MIN=956.8SEWOG=976.0(LL=973.2)MIN=971.1FBWOG=972.0(LL=964.0)MIN=956.8FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=956
.8FBG=9
8
4
.
0
(
L
L=
9
7
6
.
0
)MIN=
9
6
9
.
4
F
B
W
O
G
=
9
8
9
.
0
(L
L
=
9
8
1
.
0
)
MI
N
=
9
6
9
.
4
F
B
W
O
G
=
9
8
8
.
0
(L
L
=
9
8
0
.
0
)
MI
N
=
9
5
6
.
0
DW: 6%970972974976978FUTURE DRIVEWAYEOF=969.20970
966968VVEOF=966.509609
7
0
9809629
6
4
9
6
6
9
6
8
9
7
2
97
4
97
6
97
8964964966966968960962964INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.0412' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT1-11 FES1-12 FES1-9 FES1-10 FES1-7 FES1-8 FES1-5 FES1-6 FES980990982984986988967.50 FG967.50 FG967.50 FG967.50 FGSSS
SSS
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSS37+00 38+00 39+00 40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0
0
5
1+
0
0
5
2
+
0
0
53+000+001+00SEWER ZONE 17SEWER ZONE 18AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEEGRADING
JOPLIN ST NW PLAN & PROFILEC4.46:11 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 90 of 111
96597097598098599099510001005101096597097598098599099510001005101050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+0056+5057+0057+5058+0058+5059+0059+5060+0060+5061+0061+5062+0062+5063+0063+5064+001.57%-1.08%-5.88%1.50%5.44%STA: 62+48.37ELEV: 978.783LOW POINT STA: 61+81.58, ELEV: 978.20'PVI STA: 61+00.00, ELEV: 976.56'K = 37.28, A.D. = 7.38%'V.C.= 275.00'PVC STA: 59+62.50
ELEV: 984.64'
PVT STA: 62+37.50
ELEV: 978.62'HIGH POINT STA: 53+00.00, ELEV: 990.57'PVI STA: 52+00.00, ELEV: 989.00'K = 51.64, A.D. = -3.87%'V.C.= 200.00'PVC STA: 51+00.00ELEV: 983.56'PVT STA: 53+00.00ELEV: 990.57'HIGH POINT STA: 55+59.19, ELEV: 994.18'PVI STA: 55+50.00, ELEV: 994.50'K = 37.67, A.D. = -2.65%'V.C.= 100.00'PVC STA: 55+00.00
ELEV: 993.71'
PVT STA: 56+00.00
ELEV: 993.96'HIGH POINT STA: 57+50.00, ELEV: 992.33'PVI STA: 58+50.00, ELEV: 991.25'K = 41.72, A.D. = -4.79%'V.C.= 200.00'PVC STA: 57+50.00
ELEV: 992.33'
PVT STA: 59+50.00
ELEV: 985.37'
980.83979.1983.56984.7986.04987.6988.03990.1989.54991.9990.57991.9991.36990.8992.14989.6992.93990.8
993.71
993.5
994.17
996.1
993.96
995.1
993.42
992.2
992.88
991.5
992.33
993.2
991.49
994.1
990.05
993.1
988.01
990.7
985.37
987.4
982.62
983.6
980.52
979.2
979.09
975.2
978.33
973.2
978.25
974.4
978.8 INLET 1-5 FES, INV.=984.00, STA.=51+61.64OUTLET 1-6 FES, INV.= 983.30, STA.=51+44.6947 LF 15"Ø RCP + 2 RCP APRONS @ 1.48%INLET 1-3 FES, INV.=976.75, STA.=60+92.57OUTLET 1-4 FES, INV.= 976.00, STA.=61+04.0747 LF 15"Ø RCP + 2 RCP APRONS @ 1.59%INLET 1-2 FES, INV.=974.20, STA.=61+69.35OUTLET 1-1 FES, INV.= 973.50, STA.=61+83.9763 LF 18"Ø RCP + 2 RCP APRONS @ 1.10%TIE INTO EX. ROADPROPOSED CENTERLINEEXISTING SURFACESEE UTILITY PLAN FOR GRAVITYSEWER CONNECTIONZONE 19: 884 LF OF 2"Ø SDR11 HDPE16 1718
1
7
1
6
1514980990974976978982984986988992DW: 8%DW: 7%DW: 2%DW: 2%DW: 6%DW: 2%
DW
:
7
%DW:
7%DW: 5%FBG=984.0(LL=976.0)MIN=969.4FBWOG=989.0(LL=981.0)MIN=969.4FBWOG=988.0(LL=980.0)MIN=956.0FBWOG=992.0(LL=984.0)MIN=956.0FBLOG=997.0(LL=989.0)(OPN=991.0)MIN=969.4FBWOG=994.0(LL=986.0)MIN=956.0FBLOG=998.5(LL=990.5)(OPN=992.5)MIN=956.0FBWOG=998.0(LL=990.0)MIN=977.6MIN=977.6970980 96296496696897297497697812' X 8' OF FLEXAMAT1-5 FES1-6 FESS
S
S
S SSSSSSSSSSSSSANI. SERVICE LOCATION50+0051+0052+0053+0054+0055+0056+005 7 +0 0 AIR RELEASE VALVEJoplin St NW19182119209
8
0
9
9
0
9
8
2
9
8
4
986
9
8
8 992
DW: 5%
DW: 8%
D
W
:
1
%
DW: 1
%
DW: 5%
DW
:
5
%FBG=995.0(LL=987.0)MIN=974.6FBWOG=996.0(LL=988.0)MIN=977.6FBWOG=991.0(LL=983.0)MIN=977.6FBWOG=987.0(LL=979.0)MIN=977.6FBG=993.0(LL=985.0)MIN=974.6FBG=983.0(LL=975.0)MIN=974.6972974976978VVEOF=972.209729749769709729749769719
6
9 INFILTRATION BASIN Q100-YEAR HWL: 975.52INFILTRATION BASIN R100-YEAR HWL: 972.5512' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT1-2 FES1-1 FES1-3 FES1-4 FES973.20 FG973.20 FGSA-1 SAN MHRIM=978.00'NE FORCEMAIN INV.=973.25SW INV.=973.00EX. SAN MHRIM=983.69'NE INV.=972.60V86 LF
8"Ø
SDR-26
@
0
.44%
S
S
S
S
S 978SSSSSSSSSS4" SDR-11 SANI. FORCEMAIN978.20 FG990SANI. SERVICE LOCATION57+0058+0059+0060+0061+0062+0062+73.24SEWER ZONE 19CO VALVEGRADING
JOPLIN ST NW PLAN & PROFILEC4.56:12 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024
NSCALE:0'50'100'1"=50'Page 91 of 111
9609659709759809859909951000100596096597097598098599099510001005-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+00974.24974.2971.61971.6974.18974.2976.80976.8981.73981.7979.38979.4
972.83
972.8
972.86
972.9
981.50
981.5
985.17
985.2
984.64
984.6
979.77
979.8
977.41
977.4
975.80
975.8
974.85
974.9
975.16
975.2
975.60
975.6
976.22
976.2
977.06
977.1
978.34
978.3
979.30
979.3
979.75
979.7
979.97
980.0
980.24
980.2 -2.62%2.44%1.00%1.77%0.90%STA: 0+00.00ELEV: 977.201
LOW POINT STA: 7+78.38, ELEV: 975.76'PVI STA: 7+75.00, ELEV: 974.50'K = 39.53, A.D. = 5.06%'V.C.= 200.00'PVC STA: 6+75.00
ELEV: 977.12'
PVT STA: 8+75.00
ELEV: 976.94'HIGH POINT STA: 4+13.40, ELEV: 982.50'PVI STA: 4+50.00, ELEV: 983.00'K = 42.67, A.D. = -3.52%'V.C.= 150.00'PVC STA: 3+75.00
ELEV: 982.32'
PVT STA: 5+25.00
ELEV: 981.04'HIGH POINT STA: 10+75.00, ELEV: 980.75'PVI STA: 10+00.00, ELEV: 980.00'K = 103.85, A.D. = -1.44%'V.C.= 150.00'PVC STA: 9+25.00
ELEV: 978.17'
PVT STA: 10+75.00
ELEV: 980.75'HIGH POINT STA: 2+50.00, ELEV: 981.20'PVI STA: 2+00.00, ELEV: 980.75'K = 114.32, A.D. = -0.87%'V.C.= 100.00'PVC STA: 1+50.00ELEV: 979.86'PVT STA: 2+50.00ELEV: 981.20'PROPOSED CENTERLINEEXISTING SURFACEZONE 11: 367 LF OF 3"Ø SDR11 HDPEZONE 10: 644 LF OF 3"Ø SDR11 HDPE217th Ave NWRiebeck St13151411125910127111861716970968 972 974 976976980
980980976976978978978982982
982 982972
972
974
974
976
970
970
972
972
972EOF=971.50DW: 7%DW: 7%DW: 7%
DW: 7%
DW: 2%
DW: 7%
DW: 5%
DW: 7%
DW: 7%
DW:
7
%
DW
:
6
%
D
W
:
6
%
D
W
:
7
%
DW
:
5%DW:
6%DW:
5%DW: 4%DW: 6%DW: 3%DW: 7%FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=952.0FBWOG=986.0(LL=978.0)MIN=952.0FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=990.0(LL=987.2)MIN=962.5SEWOG=988.0(LL=985.2)MIN=977.2FBWOG=983.0(LL=975.0)MIN=952.0SEWOG=982.0(LL=979.2)MIN=977.2FBWOG=982.5(LL=974.5)MIN=974.2SEWOG=981.0(LL=978.2)MIN=977.2SEWOG=982.0(LL=979.2)MIN=977.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0(LL=971.0)MIN=954.4FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=974.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=977.2SEWOG=984.5(LL=981.7)MIN=977.2FBWOG=986.0(LL=978.0)MIN=952.0G=985.5(LL=982.7)MIN=977.2FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=962.5DW: 2%
971.5
969.0INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.1512' X 8' OF FLEXAMAT980975.00 FG975.00 FG973.00 FG973.00 FG973.00 FG973.00 FG970968972974976978 980976978982984SSSSSS
SSSSSSSSSSSSSSSSSS
S
S
SSSSSSSSSSSSSANI. FORCE MAINSANI. SERVICE LOCATION21+0022+0023+0024+0025+0026+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00SEWER ZONE 9SEWER ZONE 10SEWER ZONE 11SEWER ZONE 12AIR RELEASE VALVECO VALVECO VALVE3" X 3" TEEGRADING
RIEBECK ST PLAN & PROFILEC4.66:12 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 92 of 111
960965970975980985990995100096096597097598098599099510009+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+002.44%1.00%-2.11%0.59%STA: 16+94.60
ELEV: 979.250 LOW POINT STA: 15+53.17, ELEV: 978.48'PVI STA: 15+25.00, ELEV: 978.25'K = 37.03, A.D. = 2.70%'V.C.= 100.00'PVC STA: 14+75.00
ELEV: 979.31'
PVT STA: 15+75.00
ELEV: 978.54'HIGH POINT STA: 12+73.21, ELEV: 982.49'PVI STA: 13+00.00, ELEV: 983.00'K = 48.21, A.D. = -3.11%'V.C.= 150.00'PVC STA: 12+25.00ELEV: 982.25'PVT STA: 13+75.00
ELEV: 981.42'HIGH POINT STA: 10+75.00, ELEV: 980.75'PVI STA: 10+00.00, ELEV: 980.00'K = 103.85, A.D. = -1.44%'V.C.= 150.00'PVC STA: 9+25.00ELEV: 978.17'PVT STA: 10+75.00ELEV: 980.75'978.75978.3979.73979.3980.47979.7981.00980.0981.50980.2982.00980.8982.44981.2982.42981.1981.88980.8
980.89
980.7
979.83
980.7
978.86
981.0
978.48
979.9
978.69
978.3
978.99
977.0 INLET 3-1 FES, INV.=975.75, STA.=15+25.87OUTLET 3-2 FES, INV.= 975.25, STA.=15+16.6655 LF 15"Ø RCP + 2 RCP APRONS @ 0.90%PROPOSED CENTERLINEEXISTING SURFACEZONE 9: 461 LF OF 2"Ø SDR11 HDPEZONE 8: 202 LF OF 2"Ø SDR11 HDPE182022213541217VV980980976978982982970972EOF=971.50DW: 7%DW: 6%DW: 6%DW: 7%DW: 5%DW: 6%DW: 5%DW: 5
%
DW: 6%
DW: 5%
DW: 7
%
DW: 7%
DW: 5%SEWOG=982.0(LL=979.2)MIN=977.2FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=974.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=977.2SEWOG=984.5(LL=981.7)MIN=977.2FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=985.5(LL=982.7)MIN=977.2SEWOG=985.0(LL=982.2)MIN=978.4FBWOG=986.0(LL=978.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=978.4SEWOG=983.0(LL=980.2)MIN=978.4SEWOG=981.5(LL=978.7)MIN=978.4SEWOG=982.0(LL=979.2)MIN=978.4EOF=975.50VVINFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.15INFILTRATION BASIN I100-YEAR HWL: 976.3412' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT973.00 FG973.00 FG973.00 FG976.50 FG976.50 FG976.50 FG976.50 FG974
974
976
976
978
3-2 FES3-1 FESSSSSSSSSSSSSSSSSS8' X 8' OF FLEXAMATSANI. SERVICE LOCATION9+0010+0011+0012+0013+0014+0015+0016+0016+94.60SEWER ZONE 8SEWER ZONE 9CO VALVEGRADING
RIEBECK ST PLAN & PROFILEC4.76:13 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 93 of 111
Gabbro Ave523567898765221718970980 964966968972974976978
9
8
2
9
8
4
9
8
0
9729749769
7
8982 98
2984984986986988988
VV
VVDW: 6%DW: 4%DW: 2%
DW: 1%
DW: 1%
DW: 5%
DW: 6%
DW: 2%
DW: 4%
DW: 8%
DW:
6
%
DW: 7%
DW
:
3
%
D
W
:
7
%DW:
3%DW:
8%DW: 7%(LL=966.2)MIN=964.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBWOG=972.5(LL=964.5)MIN=964.0FBWOG=979.3(LL=971.3)MIN=964.0FBWOG=983.5(LL=975.5)MIN=964.0FBWOG=989.0(LL=981.0)MIN=952.0SEWOG=991.0(LL=988.2)MIN=956.0FBLOG=992.0(LL=984.0)(OPN=986.0)MIN=956.0FBWOG=990.0(LL=982.0)MIN=952.0FBWOG=988.0(LL=980.0)MIN=952.0SEWOG=987.0(LL=984.2)MIN=956.0FBWOG=986.0(LL=978.0)MIN=952.0FBWOG=981.0(LL=973.0)MIN=952.0FBWOG=977.0(LL=969.0)MIN=952.0FBWOG=976.0(LL=968.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=972.0G=979.0(LL=971.0)(OPN=973.0)MIN=972.7SEWO
G=989.
0
(LL=986
.
2
)
MIN=95
6
.
0FBWOG=990.0(LL=982.0)MIN=964.0960956958962964966
972968INFILTRATION BASIN L100-YEAR HWL: 961.93963.00 FG963.00 FG960961.02 FG961.01 FG961.46 FG1-13 FES1-11 FES1-12 FES1-14 FES9809909829849869889
7
4
97
6
970.50 FG970.50 FG970.50 FGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANI. FORCEMAINSANI. SERVICE LOCATION34+0035+0036+0037+003 8 +0 0
3 9 +0 0 0+001+002+003+004+005+006+007+008+009+0010+00217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SEWER ZONE 15SEWER ZONE 16SEWER ZONE 17CO VALVECO VALVE3" X 4" X 3" TEE9609659709759809859909951000100596096597097598098599099510001005-5+00-4+50-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+00980.35
982.4
981.30
982.8
982.54
984.9
984.38
986.7
986.50
982.2
988.46
990.2
989.30
993.5
988.84
990.3
987.25
986.1
985.50
984.2
983.75
983.3
982.00
981.9
980.25
980.2
978.54
978.1
977.11
976.4
976.00
975.9
975.16
975.1
974.37
974.5 -3.50%-1.59%1.90%4.25%
STA: 0+00.00
ELEV: 980.345
LOW POINT STA: 7+75.00, ELEV: 975.56'PVI STA: 7+00.00, ELEV: 976.75'K = 78.46, A.D. = 1.91%'V.C.= 150.00'PVC STA: 6+25.00
ELEV: 979.38'
PVT STA: 7+75.00
ELEV: 975.56'LOW POINT STA: 0+50.00, ELEV: 981.30'PVI STA: 1+00.00, ELEV: 982.25'K = 42.64, A.D. = 2.35%'V.C.= 100.00'PVC STA: 0+50.00
ELEV: 981.30'
PVT STA: 1+50.00
ELEV: 984.38'HIGH POINT STA: 3+07.26, ELEV: 989.31'PVI STA: 3+00.00, ELEV: 990.75'K = 19.35, A.D. = -7.75%'V.C.= 150.00'PVC STA: 2+25.00
ELEV: 987.56'
PVT STA: 3+75.00
ELEV: 988.12'INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 977.00, STA.=0+28.4563 LF 15"Ø RCP + 2 RCP APRONS @ 2.69%PROPOSED CENTERLINEEXISTING SURFACEZONE 17: 215 LF OF 3"Ø SDR11 HDPEZONE 16: 664 LF OF 3"Ø SDR11 HDPEGRADING
GABBRO AVE PLAN & PROFILEC4.86:13 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'50'100'1"=50'Page 94 of 111
23651432242728V980980 972972974
974976
976
978
978982
982
984984986DW: 8%DW: 6%DW: 7%DW: 3%DW: 7%DW: 3%DW: 8%
DW: 6%
DW: 7%
DW: 6%
DW: 7%
DW: 7%
DW: 6%
DW: 7%
SEWOG=987.0(LL=984.2)MIN=956.0 FBWOG=981.0(LL=973.0)MIN=952.0 FBWOG=977.0(LL=969.0)MIN=952.0FBWOG=976.0(LL=968.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=972.0FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=972.7FBLOG=978.5(LL=970.5)(OPN=972.5)MIN=972.0FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=972.7FBWOG=981.0(LL=973.0)MIN=972.7FBWOG=982.0(LL=974.0)MIN=956.0FBWOG=990.0(LL=982.0)MIN=956.0FBLOG=987.0(LL=979.0)(OPN=981.0)MIN=972.7FBLOG=988.0(LL=980.0)(OPN=982.0)MIN=966.0EOF=969.20EOF=969.70967 970 968972970968967INFILTRATION BASIN N100-YEAR HWL: 969.99INFILTRATION BASIN M100-YEAR HWL: 970.6212' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT970968 972 974 976970972974970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FGS S S S S SSSSSSSSSSSSSSSSANI. FORCEMAIN5+00 6+00 7+00 8+009+0010+0011+0012+0013+0014+0015+0015+23.38SHEET 4.9SEWER ZONE 14SEWER ZONE 15SEWER ZONE 16AIR RELEASE VALVE96096597097598098599099510001005960965970975980985990995100010056+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+00-1.59%6.33%1.44%STA: 15+23.38
ELEV: 986.750LOW POINT STA: 7+75.00, ELEV: 975.56'PVI STA: 7+00.00, ELEV: 976.75'K = 78.46, A.D. = 1.91%'V.C.= 150.00'PVC STA: 6+25.00ELEV: 979.38'PVT STA: 7+75.00ELEV: 975.56'LOW POINT STA: 10+35.15, ELEV: 971.90'PVI STA: 11+25.00, ELEV: 970.00'K = 37.87, A.D. = 7.92%'V.C.= 300.00'PVC STA: 9+75.00ELEV: 972.38'
PVT STA: 12+75.00
ELEV: 979.50'HIGH POINT STA: 14+00.00, ELEV: 984.97'PVI STA: 13+50.00, ELEV: 984.25'K = 20.44, A.D. = -4.89%'V.C.= 100.00'PVC STA: 13+00.00
ELEV: 981.08'
PVT STA: 14+00.00
ELEV: 984.97'
978.54978.1977.11976.4976.00975.9975.16975.1974.37974.5973.57972.9972.78971.9972.07971.6971.93970.8
972.46
970.5
973.65
971.2
975.49
975.3
978.00
981.2
981.08
984.4
983.64
986.1
984.97
985.7
985.69
984.8
986.41
985.4 PROPOSED CENTERLINEEXISTING SURFACEZONE 15: 342 LF OF 2"Ø SDR11 HDPEZONE 14: 277 LF OF 2"Ø SDR11 HDPEDESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'50'100'1"=50'GRADING
GABBRO AVE PLAN & PROFILEC4.96:13 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 95 of 111
945950955960965970975980985990945950955960965970975980985990-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+00970.92970.6969.38968.4
967.84
967.0
966.31
965.0
965.12
961.0
964.65
959.5
964.90
960.9
965.49
961.9
966.09
961.0
966.69
959.9 1.20%-3.07%STA: 0+00.00ELEV: 970.915
STA: 4+75.89
ELEV: 967.000LOW POINT STA: 2+57.99, ELEV: 964.65'PVI STA: 2+25.00, ELEV: 964.00'K = 35.14, A.D. = 4.27%'V.C.= 150.00'PVC STA: 1+50.00
ELEV: 966.31'
PVT STA: 3+00.00
ELEV: 964.90'INLET 2-5 FES, INV.=962.00, STA.=2+54.35OUTLET 2-6 FES, INV.= 961.00, STA.=2+54.3855 LF 15"Ø RCP + 2 RCP APRONS @ 1.82%PROPOSED CENTERLINEEXISTING SURFACEPROPOSED 3" SDR-26 SANITARY FORCE MAIN(MAINTAIN 8' MIN. COVER)ZONE 4: 47 LF OF 2"Ø SDR11 HDPEZONE 5: 320 LF OF 2"Ø SDR11 HDPEZONE 6: 109 LF OF 2"Ø SDR11 HDPESolanum Circle7
8
9
10
11
12
13910
VVVV1
.
9%
1.4%1.0%1.3
%1.9%970964964966968972974 960954956958VV954
954
956
956
958 EOF=955.50DW: 6%DW: 8%
DW: 5%DW: 7%DW: 8%DW: 5%
DW: 2%
D
W
:
3
%DW: 2%DW: 7%
DW: 3%DW: 6%SEWOG=979.0(LL=976.2)MIN=956.0
SEWOG=977.0(LL=974.2)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.5
FBWOG=969.0(LL=961.0)MIN=958.3FBWOG=968.0(LL=960.0)MIN=958.3FBG=975.0
(LL=968
.0
)MIN=949
.3FBG=978.0
(LL=970
.0
)MIN=949
.3FBWOG=967.5(LL=959.5)MIN=958.3SEWOG=971.5(LL=968.7)MIN=953
.9FBWOG=968.0(LL=960.0)MIN=953.9FBWOG=968.0(LL=960.0)MIN=953.9FBWOG=967.5(LL=959.5)MIN=958.3INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN D100-YEAR HWL: 956.2920' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT957.73 FG957.93 FG957.00 FG957.00 FG970972974976978
2-5 FES2-6 FES2-3 FESSSSSSSSSSS S S S S S S S S SSS96696
6
96
8
970964966968972965.94 TP966.10 TP966.53 TP966.10 TP965.94 TP960958962964 VV2-4 FES0+001+002+003+004+004+75.8912+00 13+00 14+0 0 1 5 +0 0 16+0017+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00SEWER ZONE 3SEWER ZONE 4SEWER ZONE 5SEWER ZONE 6CO VALVECO VALVECO VALVE3" X 2" TEEGRADING
SOLANUM CIRCLE PLAN & PROFILEC4.106:14 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 96 of 111
J
o
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l
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n
S
t
N
W21
192020980990982
984
986
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974
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7
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972974976970
972
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976973.20 FG973.20 FGSVSSSSS978S
S
S
SSSS978.20 FG9905
9
+
0
0
6
0
+
0
0
61+00
62+00
62+73.24
SH
E
E
T
4
.
5
R1-1RIGHT
TURN
LANE180.0' TURN LANE TAPER260.0' RIGHT TURN LANE STORAGEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN EX. STRIPINGWATCH FOR
TURNING
VEHICLES
W14-X2 (ALTERED)100.0'11.5'
12.0'
12.0'
12.0'
12.0'
11.0'1954956VV
950
950
952
952952.50 FG952.50 FG952.50 FG952.50 FG960
95
6
95
6
958
S
S
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953.18 TP953.01 TP952.66 TP952.42 TP952.78 TP952.94 TP9509524:1
0+00 1+0 0
2+00
3+
0
0
SHEET 4.1
R1-111.0'
12.0'
12.0'100.0'345.4' NEW ASPHALT SECTION (MATCH EXISTING)12.0'
12.0'
11.0'
12.0'
WATCH FOR
TURNING
VEHICLES
W14-X2 (ALTERED)RIGHT
TURN
LANEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN EX. STRIPING300.0' RIGHT TURN LANE STORAGE180.0' TURN LANE TAPERFULL DEPTH SAW CUTGRADING
TURN LANE PLANC5.16:14 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Turn Lane.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'50'100'1"=50'SAWCUT LOCATION (FULL DEPTH)LEGEND:TURN ARROW (TYPICAL)STRAIGHT ARROW (TYPICAL)PERMANENT SIGNAGETURN LANE NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED.SEEDING: 25-141 MIX (59 LB/AC)MULCH: TYPE 1, DISK ANCHORED6.LONGITUDINAL PAVEMENT MARKINGS SHALL BE LATEX PAINT. THETURN ARROWS SHALL BE PREFORMED THERMO.7.EXISTING CONFLICTING PAVEMENT MARKINGS WILL NEED TO BEREMOVED BEFORE FINAL PERMANENT STRIPING IS PLACED.8.DURING CONSTRUCTION, CONFLICTING PAVEMENT MARKINGS WILLNEED TO BE COVERED WITH BLACK REMOVABLE LANE TAPE ORWATER BLASTED AND THEN HAVE PAVEMENT MARKINGSINSTALLED FOR TEMPORARY CENTERLINE DURINGCONSTRUCTION.Page 97 of 111
Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG
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SHEET X.2
SHEET X.4
SHEET X.1
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SSSSSSSSSSSSSSS S
S
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FULL EROSION CONTROL PLANC6.06:15 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg8/5/2024
NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:35,910 LF·BIOLOG:3,080 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):27,880 S.Y.Page 98 of 111
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SW EROSION CONTROL PLANC6.16:15 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg8/5/2024
NSCALE:0'100'200'1"=100'DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:35,910 LF·BIOLOG:3,080 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):27,880 S.Y.Page 99 of 111
Queen St NW217th Ave NWRiebeck St124531871Park201922211315141112359101247111412312869101786216Outlot13SHEET X.3
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NW EROSION CONTROL PLANC6.26:15 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:35,910 LF·BIOLOG:3,080 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):27,880 S.Y.Page 100 of 111
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NE EROSION CONTROL PLANC6.36:16 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:35,910 LF·BIOLOG:3,080 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):27,880 S.Y.Page 101 of 111
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INSTALL 1,448 SY OF EROSIONCONTROL BLANKETINSTALL 276 SY OF EROSIONCONTROL BLANKETINSTALL 333 SY OF EROSIONCONTROL BLANKETINSTALL 1,653 SY OF EROSIONCONTROL BLANKETINSTALL 1,870 SY OF EROSIONCONTROL BLANKETINSTALL 617 SY OF EROSIONCONTROL BLANKETINSTALL 868 SY OF EROSIONCONTROL BLANKETINSTALL 498 SY OF EROSIONCONTROL BLANKETINSTALL 433 SY OF EROSIONCONTROL BLANKETINSTALL ROCK CONSTRUCTION ENTRANCE/EXITSFSF SFSF SFSFSFSF
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SF SFSFSFSFSFSFSFSFSFSF SFSFSF SFSFSFSFINSTALL 443 LF OF TEMP. SILT FENCEINSTALL 562 LF OF TEMP. SILT FENCEINSTALL 385 LF OF TEMP. SILT FENCEINSTALL 275 LF OF TEMP. SILT FENCEINSTALL 8456 LF OF TEMP. SILT FENCEINSTALL 337 LF OF TEMP. SILT FENCEINSTALL 521 LF OF TEMP. SILT FENCEINSTALL 174 LF OF TEMP. SILT FENCEINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKSITE BASE
SE EROSION CONTROL PLANC6.46:16 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 NSCALE:0'100'200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:35,910 LF·BIOLOG:3,080 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):27,880 S.Y.Page 102 of 111
SWPPP TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONSPART 1 GENERAL1.01 SECTION INCLUDESA.PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARYSEWERS DUE TO CONSTRUCTION ACTIVITIES.1.02 REFERENCE STANDARDSA.GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTIONACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MNR100001.1.03 PERFORMANCE REQUIREMENTSA.COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION ANDSEDIMENT CONTROL.B.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACECOVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TOOBTAIN APPLICABLE PERMITS.1.OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION.C.TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFOREPRECIPITATION OCCURS.D.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIESCAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE.2.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS.E.SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECTSITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARYSEWERS.1.IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TOOWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVINGJURISDICTION.F.MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEENESTABLISHED.PART 2 PRODUCTS2.01 MATERIALSA.TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS,MILDEW, AND INSECTS; NON-BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMSWITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS:1.AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751.2.PERMITTIVITY: 0.05 SEC^-1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491.3.ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED INACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE.4.TENSILE STRENGTH: 100 LB-F, MINIMUM, IN CROSS-MACHINE DIRECTION; 124 LB-F, MINIMUM, IN MACHINEDIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632.5.ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632.6.TEAR STRENGTH: 55 LB-F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533.7.COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED.8.SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG:a.STEEL U- OR T-SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT.b.SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION.c.HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION.B.TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THEREQUIREMENTS OF MNDOT SPEC. 3897.1.SHALL BE ONE OF THE FOLLOWING.a.SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL.C.TEMPORARY SEDIMENT FILTER.1.SHALL BE ONE OF THE FOLLOWING.a.DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET.1)SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL.(a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS.D.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK.E.TEMPORARY SLOPE EROSION PROTECTION.1.SHALL BE ONE OF THE FOLLOWING.a.EROSION CONTROL BLANKET.1)SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHEDBETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING.2)THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FORBREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON.3)STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U-SHAPED, 11 GAUGE OR HEAVIER STEEL WIREHAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOMAFTER BENDING.4)THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE:(a)GEO-SYNTHETICS, INC., - LANDLOK 52.(b)NORTH AMERICAN GREEN - S150.(c)OR EQUAL.b.BONDED FIBER MATRIX.1)THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OFTHE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BERETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH AWATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE.2)THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE ANDAGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPONREWETTING.3)THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICKADHERING TO THE SOIL SURFACE.4)THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT.5)THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIALTO PLANT LIFE.6)THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATERTHAN 1MM IN SIZE.7)THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TOAPPLICATION.8)THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUMBFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATESHALL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THEPRODUCTS IS USED.9)THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE.(a)ECOAEGIS - MANUFACTURED BY CANFOR.(b)SOIL GUARD - MANUFACTURED BY MAT, INC.(c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC.F.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.NON-WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGHSTRENGTH THREAD.a.SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OREXCEED THE FOLLOWING.1)GRAB TENSILE OF 205 LBS AS PER ASTM D 4632.2)PUNCTURE OF 110 LBS AS PER ASTM D 4833.3)FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491.4)PERMITTIVITY OF 1.5 SEC-1 AS PER ASTM D 4491.5)MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786.6)AOS% OF 80% US SIEVE AS PER ASTM D 4751.2.SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED.3.SHALL BE ONE OF THE FOLLOWING.a.DIRTBAG.1)ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636.b.DANDY DEWATERING BAG.1)DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284.c.OR EQUAL.PART 3 EXECUTION3.01 PREPARATIONA.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.B.THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATERPERMIT NO. MN R100001.C.THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE,AND SUBMIT TO THE MPCA.1.PROVIDE A SIGNED COPY TO THE OWNER.3.03INSTALLATIONA.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THEEGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BEREQUIRED TO ADEQUATELY CLEAN THE TIRES.2.GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOILINTO THE ROCK.B.TEMPORARY SILT FENCES:1.STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873.2.USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUMSPACING.3.EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OFFABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT.4.MINIMUM POST EMBEDMENT.a.STEEL POST = 24 INCHES, MINIMUM.b.WOOD POST = 18 INCHES, MINIMUM.5.DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY,OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST.6.FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING:a.FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14GAGE, 0.083 INCH SHANK DIAMETER.b.FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTHAND 1/2 INCH LONG LEGS.7.FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS.C.TEMPORARY SEDIMENT LOGS:1.PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHERDISTURBED AREA.2.STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FTCENTERS, USING 2 IN BY 2 IN BY3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROLIS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETERCONTROL TO HELP STABILIZE DURING RAIN EVENTS.D.TEMPORARY SEDIMENT FILTERS.1.DROP-IN SEDIMENT TRAP.a.PLACE AS RECOMMENDED BY THE MANUFACTURER.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.F.TEMPORARY SLOPE EROSION PROTECTION.1.PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1V.2.SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPEEROSION PROTECTION.3.BONDED FIBER MATRIX.a.INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUMGUIDELINES.1)THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'SCERTIFIED APPLICATOR.2)APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TOALLOW THE BFM MULCH ADEQUATE TIME TO DRY.3)THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TODEWATER THE FIRST APPLICATION.4)THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS,PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED.5)THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND100% COVERAGE.4.EROSION CONTROL BLANKET.a.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.3.04MAINTENANCEA.INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THATPRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGEDRAINFALL.B.REPAIR DEFICIENCIES IMMEDIATELY.C.TEMPORARY SILT FENCES:1.PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED.2.REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE.3.REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BYRUNOFF OR OTHER CAUSES.D.TEMPORARY CONSTRUCTION EXIT.1.PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED ASVOIDS BECOME FILLED WITH SOIL.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOWRATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE.F.PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE.3.05CLEAN UPA.REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED.B.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO ANACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES.END OF SECTIONGENERAL INFORMATIONTHIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FORSTORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.PROJECT NAME: MEADOWSWEET BENDLOCATION: RANCH ROAD (COUNTY ROAD 33), ADJACENT TO 13569 RANCH ROAD, ELK RIVER,MN 55330SHERBURNE COUNTYLAT/LONG: 45.36578/-93.61491DESCRIPTION OF CONSTRUCTION ACTIVITY:DEVELOPMENT CONSISTS OF ROAD AND INFILTRATION BASIN GRADING, UTILITYINSTALLATION, ROAD CONSTRUCTION, HOUSE BUILDING, AND EROSION CONTROL.PROJECT CONTACTSTWIN CITIES LAND DEVELOPMENT, LLC AND THE CONTRACTOR ARE RESPONSIBLE FORIMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCEOF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURINGCONSTRUCTION.SWPPP PREPARATION:SWPPP PREPARER:CHRISTOPHER DAHN-BOGART, PEDERSON & ASSOCIATESTRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2025)ADDRESS:13076 FIRST STREETBECKER, MN 53308TELEPHONE:763-262-8822EMAIL;CDAHN@BOGART-PEDERSON,COMOWNER:OWNER CONTACT:___________________________ADDRESS:___________________________TELEPHONE:___________________________EMAIL;___________________________CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR):BUSINESS NAME___________________________OWNER NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________CONTACT NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________ESTIMATED DATES OF CONSTRUCTION:START DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)COMPLETION DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)PERMANENT STORMWATER DESIGN CALCULATIONS:SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACTBOGART, PEDERSON & ASSOCIATES FOR REPORT. PROPOSED FLOW RATE IS LIMITEDTHROUGH THE CONSTRUCTION OF 18 INFILTRATION BASINS. THESE ARE DESIGNED TOTREAT AND HOLD A 1.1 INCH DEPTH OF RUNOFF FROM THE IMPERVIOUS SURFACES. THE 2,10, AND 100-YEAR STORM PEAK RATES OUT OF THE SITE ARE LIMITED.SOIL GROUP: ADESCRIPTION OF EROSION CONTROL ACTIVITY:EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENTTHROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTIONENTRANCE PLACEMENT.CUMULATIVE IMPERVIOUS SURFACES:AREA OF DISTURBANCE:26.2ACRESPRE-CONSTRUCTION IMPERVIOUS AREA: 3.5ACRESPOST CONSTRUCTION IMPERVIOUS AREA:30.0ACRESNEW IMPERVIOUS AREA: 26.5ACRESRECEIVING WATERS:STORM WATER FROM THIS SITE WILL BE DISCHARGED TO VARIOUS WETLANDSTHROUGHOUT THE SITE AFTER BEING HELD AND TREATED IN THE 18 INFILTRATION BASINSPROPOSED.PLANS AND SPECIFICATIONSTHE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS:·THE PROJECT LOCATION AND CONSTRUCTION LIMITS.·LOCATIONS OF IMPERVIOUS SURFACES.·LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.).·STEEP SLOPE LOCATIONS.·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROLBMP'S TO BE INSTALLED ON THE PROJECT.·THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BEINSTALLED ON THE PROJECT.·IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.TEMPORARY SEDIMENT CONTROL PRACTICESDOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACEPRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS.TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPEDRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THEGRADING OPERATIONS PROCEED.TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA ISTO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THESLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS.INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THEEMBANKMENT SLOPES ADJACENT THE WETLANDS AREA.ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENTCONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCEINSTALLATION ALONG THE TOE OF SLOPE.ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREASARE TO BE STABILIZED WITHIN 7 DAYS.TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONSARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER.A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THEPROJECT ENTRANCE ON RANCH ROAD.STREET SWEEPING OF THE PAVED SURFACES SHALL BE REQUIRED AS DIRECTED BY THEENGINEER.TIMING OF EROSION CONTROL:SILT FENCE AND SEDIMENT LOGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION.RIPRAP AND FILTER BLANKET SHALL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLETPLACEMENT.THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTIONWHEREVER CONSTRUCTION SHALL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS.STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK INTHAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETINGCONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THEDNR.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED.ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHERTEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED.STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREETSWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY.APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESIS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH ORSWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED.INSPECTION AND MAINTENANCE ACTIVITIESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALLOPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENTCONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THEDURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTORSHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONEFINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA.THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION,INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THATINDIVIDUAL IS TO BE IDENTIFIED AT THE PRE-CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTESTHEREOF.THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCEEVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENTGREATER THAN 0.5 INCHES IN 24 HOURS.A INSPECTION FORM SHALL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION ANDSEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THENEXT BUSINESS DAY.PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVEOR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE.TRAINING DOCUMENTATION:SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________POLLUTION PREVENTIONFERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TOMINIMIZE EXPOSURE TO STORMWATER RUNOFF.ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUELOR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF INACCORDANCE TO STATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS ANDSUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND ORSPILLS.PORTABLE SANITARY WASTE FACILITIES ARE TO BE PROVIDED ONSITE AND EMPTIED ON A BI-WEEKLY BASIS.CONCRETE BATCH TRUCKS SHALL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ONTHE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THELOCATION AS PROVIDED BY THE OWNER.FINAL STABILIZATIONFINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM,PERMANENT VEGETATION.ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICEOF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA.LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLANDESCRIPTIONTITLELOCATIONEROSION CONTROL DETAILSCONSTRUCTION DETAILSC7.1-C7.2EROSION CONTROL LOCATIONSEROSION CONTROL LOCATIONSC6.0-C6.424 HOUR MPCA EMERGENCY NOTIFICATION:TELEPHONE NUMBERS:651-649-5451800-422-0798ESTIMATED QUANTITIES:THE FOLLOWING QUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROLBMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTAPOLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANYADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT:ITEM UNIT ESTIMATED INITIAL QUANTITYTEMPORARY CONSTRUCTION ENTRANCEEA2TEMPORARY SEDIMENT FILTEREA-TEMPORARY CONCRETE WASHOUTEA-TEMPORARY PUMP SEDIMENT CONTROL DEVICEEA1TEMPORARY SEDIMENT LOGSLF3,080TEMPORARY SILT FENCELF35,910EROSION CONTROL BLANKET (3N)SY27,880STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:SWPPP NARRATIVEC7.06:16 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024TIBBITS BROOK(IMPAIRED STREAM)IMPAIRED WATERS MAP1 MILE RADIUSSITE LOCATION1 MI0.5 MIPage 103 of 111
DETAILS
CITY DETAILSC7.16:16 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024Page 104 of 111
DETAILS
SITE DETAILSC7.26:16 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024INFILTRATION BASINN.T.S.EMERGENCY OVERFLOW(PER GRADING PLAN)NOTE:SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ONLOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC.FLARED END SECTION(PER UTILITY PLAN)UNCOMPACTED NATIVE PERMEABLE SOILSSEEDING WITH SEED MIX33-261 (35 LB/AC)EROSION CONTROL BLANKET (STRAW, CATEGORY 3N)5' MIN.SLOPE PER GRADING PLANFLEXAMAT(PER GRADING PLAN)GENERAL NOTES:1.INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITHMnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTIONOPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE.2.INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORMSEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES ORWATERBODIES.3.IF THE STORMWATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARYSEDIMENT BASIN, GRADE THE BMP TO WITHIN THREE (3) FEET OF FINAL GRADE TOPROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION INTHE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE ISSTABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETECONSTRUCTION OF THE BMP.4.GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USINGLOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THEUNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNERTRACKS ARE RECOMMENDED.5.EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). IT ISRECOMMENDED THAT ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATIONSHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.6.GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTIONDOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.7.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING ORIMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BEREMOVED FROM THE BASIN PRIOR TO INITIATING THE NEXT STEP IN THECONSTRUCTION PROCESS. SEDIMENT THAT HAS BEEN WASHED INTO THE BASINDURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL,SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS.8.SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BECOMPLETED WITHIN 48 HOURS OF FINAL GRADING.9. INFILTRATION AREA SHALL BE STAKED OFF DURING CONSTRUCTION TO RESTRICTHEAVY EQUIPEMENT TRAFFIC FROM COMPACTING NATIVE SOILS.CONSTRUCTION SEQUENCING:1.PERFORM CONTINUOUS INSPECTIONS OF EROSIONCONTROL PRACTICES.2.INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITETO PREVENT SEDIMENT FROM LEAVING THE SITE DURINGTHE CONSTRUCTION PROCESS.3.ALL DOWNGRADIENT PERIMETER SEDIMENT-CONTROLBMPS MUST BE IN PLACE BEFORE ANY UP GRADIENTLAND-DISTURBING ACTIVITY BEGINS.4.REMOVE TOPSOIL FROM THE SITE AND PLACE INTEMPORARY STOCKPILE LOCATION. TEMPORARY SEEDTHE STOCKPILE.5.INSTALL UNDERGROUND UTILITIES (WATER, SANITARYSEWER, ELECTRIC AND PHONES) TAKING THE LOCATIONAND FUNCTION OF STORM WATER BMPS INTOCONSIDERATION.7.SEED AND MULCH DISTURBED AREAS ON SITE.8.CONSTRUCT THE ROADS TAKING THE LOCATION ANDFUNCTION OF STORM WATER BMPS INTO CONSIDERATION.9.PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THELOCATION AND FUNCTION OF THE STORM WATER BMPSINTO CONSIDERATION.10.FINAL GRADE THE SITE.11.STABILIZE THE SITE BY IMPLEMENTING THE NATIVESEEDING AND PLANTING PORTION OF THE LANDSCAPINGPLAN.12.INSTALL THE EROSION CONTROL BLANKET13.REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZEDPER PROJECT ENGINEER APPROVAL.FLEXAMAT INLET PROTECTION(SEE GRADING PLAN)INLET PIPE1.THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND ANDSHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES.2.SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS.COMPACTED SOIL TOPREVENT PIPINGSEDIMENT-LADEN RUNOFFSTAKED AND ENTRENCHED 10" DIA.SEDIMENT LOGFILTERED RUNOFFEROSION CONTROLBLANKETTEMPORARY SEDIMENT LOGSN.T.S.Page 105 of 111
DETAILS
SANITARY DETAILSC7.36:16 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\CoverSWPPPDetails.dwg8/5/2024
DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
MEADOWSWEET BEND
DEVELOPMENT
City of Elk River, Sherburne County, MN
08/05/2024
24-0120.00
MJM, CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862808/05/2024 LATERAL ASSEMBYBELOW MINIMUMFROST DEPTHLPSS MAINPEA GRAVEL ORCRUSHED STONESADDLE TAPALARM PANELBASEMENTE-ONE GRINDER PUMP STATIONPEA GRAVEL ORCRUSHED STONECORPORATION STOPSEPTIC TANK(SEE TABLE FOR SIZE)SEPTIC TANK CAPACITYNUMBER OF BEDROOMSSEPTIC TANK LIQUID MIN. CAPACITY (GALLONS)3 OR LESS1,0004 OR 51,5006 OR 72,0008 OR 92,500TYPICAL LATERAL INSTALLATIONN.T.S.1 1/4" SDR-11 HDPE PIPE LATERAL4" SDR-26 SERVICE(2.0% MIN. SLOPE)4" SDR-26 SERVICE(2.0% MIN. SLOPE)Page 106 of 111
The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
Planning Commission
Item Number
5.5
Meeting Date
August 27, 2024
Prepared By
Zack Carlton, Community Development Director
Item Description
Conditional Use Permit: Government Facility
(Electrical Substation), PID 75-00915-0105 - Elk
River Municipal Utilities
Reviewed by
Chris Leeseberg
Action Requested
Recommend, by motion, approval of the proposed government facility conditioned upon staff’s approval of all
site and civil plans.
Background/Discussion
Elk River Municipal Utilities (ERMU) has requested approval of a Conditional Use Permit (CUP) for a new
electrical substation. The substation will support the growing electrical demands of the community, and
ensure ERMU continues to provide reliable electric services for the community.
The subject site is owned by the City of Elk River and located in the Natures Edge Business Center business
park. The lot is 5.84 acres in size and has been designated for a substation from the time plans for the area
were under development. ERMU staff have been involved in the grading and layout of the site to support the
anticipated substation. The parcel also includes a stormwater pond to treat runoff from the adjacent city
street and nearby developable parcels.
The property is guided for Business Park uses by the Comprehensive Plan, which also matches the current
zoning. Government facilities are a Conditional Use under the Business Park ordinance.
Applicable Regulations
The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location:
1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediatevicinity or
the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city.
The subject site abuts numerous industrial and commercial uses along with vacant parcels guided for similar
uses. The use will have little to no impact on these parcels and will not detrimentally affect the use and
enjoyment of other properties in the immediate vicinity.
Staff do not see a need to impose specific conditions to satisfy this standard.
2. Will be consistent with the comprehensive plan.
The Comprehensive Plan guides the property for Business Park uses and describes the city’s goal of providing
Page 107 of 111
high quality public services through proactive management of utilities and infrastructure to meet the needs of
current and future customers.
Staff do not see a need to impose specific conditions to satisfy this standard.
3. Will not impede the normal and orderly development and improvement of surrounding vacant property.
There are multiple vacant properties in the immediate vicinity, which will be supported by the development of
a new electrical substation. These properties are guided for industrial, commercial, and agricultural uses. This
use will not impact the development of nearby vacant parcels.
Staff do not see a need to impose specific conditions to satisfy this standard.
4. Will be served adequately by and will not adversely affect essential public facilities and services, including streets,
police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in
particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares.
The subject site is adequately served by public facilities and will not have a detrimental effect on surrounding
properties or public thoroughfares.
Staff do not see a need to impose specific conditions to satisfy this standard.
5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be
detrimental to any person or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations.
The substation will be constructed in accordance with all local, state, and federal standards, ensuring the
facility operates as safely as possible. The use will not generate negative impacts to nearby properties.
Staff do not see a need to impose specific conditions to satisfy this standard.
6. Will not result in the destruction, loss or damage to a natural, scenic or historic feature of major importance.
There are no natural, scenic or historic features of major importance on the subject parcel.
Staff do not see a need to impose specific conditions to satisfy this standard.
7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for
the issuance of a license or permit to establish and operate the proposed use in the city.
The use will fully comply with all other requirements of this Code, including any applicable requirements and
standards for the issuance of a license or permit to establish and operate the proposed use in the city.
Staff do not see a need to impose specific conditions to satisfy this standard.
If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or
a report stating how the proposed use does not comply with the standards set forth in Section 30-654.
In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these
standards.
Financial Impact
None
Mission/Policy/Goal
Meet changing needs - agile.
Support the growth and development of the community.
Attachments
Page 108 of 111
1. Location Map
2. Site Plan
Page 109 of 111
Page 110 of 111
R
SSSRRRRR
SSSSSSSRRRSSSSSR R R
LCSSSR
SSSRRRRR
SSSSRRRSSSSSR R R4'-0LCSSSXXXXXXXXXXXXXXXPage 111 of 111