8.1 SR 07-07-2025The 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
City Council
Item Number
8.1
Meeting Date
July 7, 2025
Prepared By
Zack Carlton, Community Development Director
Item Description
Resolution 25-39: Final Plat of Meadowsweet Bend
and Development Agreement 25-17
Reviewed by
Cal Portner
Tina Allard
Action Requested
Adopt Resolution 25-39 approving the final plat of Meadowsweet Bend, subject to the following conditions:
1. Council approval of a Development Agreement outlining the responsibilities of the city and developer.
2. A Letter of Credit shall be provided to the city in the amount of I00% of the costs of the public
improvements.
3. Upon completion of all improvements and acceptance by the city, a security or warranty in a form
acceptable to the public works director must be secured.
4. The Development Plan shall be approved by the public works director prior to the issuance of building
permits.
5. Staff approval of all site, civil, and landscaping plans.
6. Park Dedication Fee will be paid at a prorated amount based on the land dedication outlined in the
preliminary plat approval.
7. The developer shall deed Outlet C to the city as park dedication.
8. The typical street section shall be updated to include a 10-foot trail separated from the road by a
vegetated boulevard.
9. Any item or condition found that indicates the site is likely to yield information important to prehistory
or history shall be reported to the city immediately. Further, the city reserves the right to stop work
authorized in its approval until the site is appropriately investigated and work is authorized.
10. A sanitary sewer extension fee of $9,030/lot shall be paid at the time of platting.
11. The public works director shall review the HOA documents regarding the long-term maintenance plan for
the private sanitary service.
Approve the development contract for Meadowsweet Bend and authorize staff to make non-substantive
changes as required.
Background/Discussion
The preliminary plat of Meadowsweet Bend was approved on September 16, 2024, and included I04 single-
family lots. All lots will be served by a privately-owned and maintained sewer system, which will connect to
the existing public trunk line near the intersection of Joplin Street and County Road 33. The developer will
pay a sanitary sewer extension fee for each parcel.
The applicant, Twin City Land Development, is seeking approval of the first phase, which will plat 33 new
Page 177 of 309
single-family lots and establish the first intersection with County Road 33. The intersection will align with
Joplin Street and construct new right and left-turn lanes into the subdivision.
This first phase is consistent with the preliminary plat approval, but staff have requested one change to the
street section to simplify maintenance of the required sidewalk. The development is being constructed using a
rural section, which has drainage ditches rather than curbing and pipes to convey stormwater. This pushed
the sidewalk further into the front yards due to the drainage ditches. This is not inherently a problem.
However, the city ordinance requires the adjacent property owners to clear snow from sidewalks along their
properties. Some of these properties will have hundreds of feet of sidewalk, as these are larger lots than
normal. Additionally, the city will need to maintain the sidewalk on certain parcels that will be owned by the
city. A typical 10-foot trail could be maintained with a pick-up truck and a plow, but the Parks Commission
recommended a 5-foot sidewalk instead of the trail due to the number of driveways. The plans approved with
the preliminary plat included a 5-foot sidewalk separated from the main roadway by a drainage ditch.
The developer has prepared an exhibit (attached) showing the approved street section with a 5-foot sidewalk,
the previously discussed option to delineate the sidewalk with pavement markings, and the recommended
option with a 10-foot bituminous trail. They have provided the following comments and a list of pros and cons
for each option:
All the right-of-way options presented, in our view, offer enhancements above and beyond the typical
requirements of a rural development, considering that standard rural roads are commonly shared by cars,
bikes, and pedestrians:
Option 1: Widened Rural Shared-Use Path, 6' Asphalt (Preferred)
Pros:
• Improved Safety: Wider paved area with striping and signage to improve visibility and encourage
slower driving through enhanced driver spatial awareness (compared to standard rural roads).
• Low Maintenance Burden: Maintained by the city using existing snow removal equipment
simultaneously with road plowing; no added burden to residents.
• Most Efficient Land Use: Requires minimal grading/tree removal, preserving the most natural features.
Cons:
• No Physical Barrier: Pedestrians are not physically separated from vehicles.
Option 2: 6' Concrete Sidewalk (Prelim Plat Approved)
Pros:
• Safety: Ditch provides a physical buffer from traffic.
• Recreational Appeal: Sidewalk promotes walking, creates a designated space for pedestrians.
Cons:
• Resident Maintenance Required: Homeowners must clear snow, which is a significant burden on large
rural lots with large frontage lengths.
• Driveway Complexity: Requires ditches, culverts, and additional crossings.
• More Land Impact: Greater grading and tree removal than Option 1.
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Option 3: 10' Asphalt Trail (New Council Request)
Pros:
• Safety: Ditch separates the path from the road.
• Recreation-friendly: Wide path encourages walking/biking.
• City-Maintained: Public works handles snow/ice removal using existing trail equipment.
Cons:
• Driveway Complexity: Similar ditch/culvert issues as Option 2.
• Greatest Environmental Impact: Requires the most grading and tree clearing.
Staff recommend updating the approved trail/sidewalk design to include a 10-foot trail separated by a
boulevard - option 3. This design reduces maintenance burdens for the city and residents, does not impact
street parking, and provides an off-street pedestrian and biking area for residents.
Development Agreement
The conditions for the approval of the plat include a requirement that a Development Agreement be signed
and recorded. Staff drafted the attached Development Agreement outlining the costs, responsibilities, and
required security in the form of a Letter of Credit. The agreement also outlines the park dedication
requirements included in the preliminary plat approval. This first addition dedicates one parcel for park
dedication, and recognizes that a second lot will be dedicated with a future addition.
The developer has reviewed the document, and staff have incorporated their recommended changes.
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. Overall Site Plan
3. Civil Plans dated May 27, 2025
4. Final Plat of Meadowsweet Bend
5. Meadowsweet Bend Final Plat Resolution
6. Walking Path Route
7. Meadowsweet Bend Cross Sections
8. Development Agreement
9. PowerPoint Presentation
Page 179 of 309
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ROAD END (PHASE 1)SHEET X.2SHEET X.1ROAD START (PHASE 1)1ϱϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϭϭϮKƵƚůŽƚϭϬϵϮϭϬϵ32ϭKƵƚůŽƚϭTEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)1KƵƚůŽƚSHEET X.2SHEET X.1ϰMONUMENT SIGN LOCATIONPage 181 of 309
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QUEENSST NW214TH AVENWSheet List TableSheet Number Sheet Title- CoverC1.0 Overall Removals PlanC1.1North Removals PlanC1.2 South Removals PlanC2.0 Overall Site PlanC2.1 North Site PlanC2.2 South Site PlanC2.3Lot TablesC3.0Overall Grading PlanC3.1North Grading PlanC3.2South Grading PlanC4.1217th Ave NW Plan & ProfileC4.2Joplin St NW Plan & ProfileC4.3Joplin St NW Plan & ProfileC4.4Joplin St NW Plan & ProfileC4.5Gabbro Ave Plan & ProfileC5.1Turn Lane PlanC6.0 Full Erosion Control PlanC6.1 North Erosion Control PlanC6.2 South Erosion Control PlanC7.0 SWPPP NarrativeC7.1City DetailsC7.2 Site DetailsC7.3Sanitary DetailsC8.0Overall Landscape PlanC8.1North Landscape PlanC8.2South Landscape PlanPage 182 of 309
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESHEET X.2SHEET X.1SHEET X.2SHEET X.1CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASEKs Z>>Z DKs>^W>Eϭ͘Ϭ2:26 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Removals.dwg5/27/2025SCALE:0'200' 400'1"=200'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025 DK>/d/KE' E Z>EKd ^͗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 TREES> ' E͗REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 183 of 309
REMOVE ±7.31 ACRES OF TREESREMOVE ±0.03 ACRES OF TREESREMOVE 6,143 SQ FT OF GRAVEL TRAILREMOVE SHEDREMOVE 200 LF OF FENCEPROTECT HOUSE & CONCRETE PADSSHEET X.2SHEET X.1SHEET X.2SHEET X.1REMOVE ±0.60 ACRES OF TREESCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASEEKZd,Z DKs>^W>Eϭ͘ϭ2:26 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Removals.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0'100' 200'1"=100' DK>/d/KE' E Z>EKd ^͗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 TREES> ' E͗REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 184 of 309
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOVERHEAD POWER LINESCAUTIONOVERHEAD POWER LINESCAUTIONPHASE 3 REMOVALSMAINTAIN DURING PHASE 1 & 2 CONSTRUCTIONREMOVE PORTION OF FENCE (336 LF)SAWCUT & REMOVE 2,365 SQ FT OF BITUMINOUSSHEET X.2SHEET X.1SHEET X.2SHEET X.1EDGE OF REMOVALSREMOVE PORTION OF FENCE (590 LF)CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE^Khd,Z DKs>^W>Eϭ͘Ϯ2:26 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Removals.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0'100' 200'1"=100' DK>/d/KE' E Z>EKd ^͗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 TREES> ' E͗REMOVE FEATURESALVAGESAW-CUTGRADING EXTENTSPage 185 of 309
ROAD END (PHASE 1)SHEET X.2SHEET X.1ROAD START (PHASE 1)1ϱϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϭϭϮKƵƚůŽƚϭϬϵϮϭϬϵ32ϭKƵƚůŽƚϭTEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)1KƵƚůŽƚSHEET X.2SHEET X.1ϰMONUMENT SIGN LOCATIONCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASEKs Z>>^/d W>EϮ͘Ϭ2:26 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Site Base.dwg5/27/2025SCALE:0'200' 400'1"=200'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD EdŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE2/26/202524-0120.00MJM, CJDMJMMJM1 11/13/2024 REVISION PER CITY REVIEWI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn586282/26/20252 1/22/2025 LOT ADJUSTMENT3 2/26/2025 PHASING PLANPROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENT> ' E͗PROPOSED GRAVEL SURFACING^/d W>EEKd ^͗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.7. THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 186 of 309
ROAD END (PHASE 1)SHEET X.2SHEET X.1INFILTRATION BASINSTOP SIGN (R1-1)STREET NAME SIGN1ϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϭϭϭϮKƵƚůŽƚϭϬϭϬ32ϭKƵƚůŽƚ"FUTURE THROUGH STREET" SIGN(PHASE 1)6' WIDE CONC. SIDEWALKTEMPORARY CUL-DE-SAC & ROAD END(PHASE 1)SHEET X.2SHEET X.1ϰCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASEEKZd,^/d W>EϮ͘ϭ2:26 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Site Base.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD EdŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE2/26/202524-0120.00MJM, CJDMJMMJM1 11/13/2024 REVISION PER CITY REVIEWI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn586282/26/20252 1/22/2025 LOT ADJUSTMENT3 2/26/2025 PHASING PLANSCALE:0'100' 200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENT> ' E͗PROPOSED GRAVEL SURFACING^/d W>EEKd ^͗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.7. THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 187 of 309
SHEET X.2SHEET X.1INFILTRATION BASININFILTRATION BASINBIT. 32.0'ROW 66.0'17.0'ROAD START (PHASE 1)MAINTAIN DRIVEWAY FOR EMERGENCYACCESS UNTIL WEST/EAST ROADCONNECTION DURING PHASE 31ϱϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϬϵϮϭϬϵϭWETLAND BUFFER SIGNPROPOSED TURN LANE(SEE TURN LANE PLAN)PROPOSED OUTLOT LINESTOP SIGN (R1-1)STREET NAME SIGN17.0'REPLACE DRIVEWAY APRON1KƵƚůŽƚSHEET X.2SHEET X.1MONUMENT SIGN LOCATIONCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE^Khd,^/d W>EϮ͘Ϯ2:26 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Site Base.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD EdŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE2/26/202524-0120.00MJM, CJDMJMMJM1 11/13/2024 REVISION PER CITY REVIEWI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn586282/26/20252 1/22/2025 LOT ADJUSTMENT3 2/26/2025 PHASING PLANSCALE:0'100' 200'1"=100'PROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENT> ' E͗PROPOSED GRAVEL SURFACING^/d W>EEKd ^͗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.7. THERE WILL BE A $1,000 SURCHARGE ON PATCHES IN BASE COURSEPAVEMENT, NO PATCHES ARE ALLOWED IN WEAR COURSE PER ELKRIVER.APPROXIMATE LOCATION & SIZEOF HOUSE(SEE GRADING PLAN FORSUGGESTED HOUSE TYPE)60'60'Page 188 of 309
WĂƌĐĞůdĂďůĞLot #1234567891011121314151617OUTLOT BOUTLOT CArea (S.F.)60,49642,06544,07044,07047,76649,34990,26694,62747,96446,51443,79845,04843,89646,48451,25160,30954,11822,34170,468Area (Acre)1.390.971.011.011.101.132.072.171.101.071.011.031.011.071.181.381.240.511.62WĂƌĐĞůdĂďůĞLot #123456789101112OUTLOT DArea (S.F.)56,67958,95044,662108,13585,26273,71687,602290,693162,86471,22375,56747,53424,646Area (Acre)1.301.351.032.481.961.692.016.673.741.641.731.090.57Block 1Block 2WĂƌĐĞůdĂďůĞLot #1234OUTLOT AArea (S.F.)51,556108,87868,29476,299739,431Area (Acre)1.182.501.571.7516.97Block 3LOT TABLE>Kdd> ^Ϯ͘ϯ2:27 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Lot Tables.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025Page 189 of 309
SHEET X.2SHEET X.11ϱϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϭϭϮKƵƚůŽƚϭϬϵϮϭϬϵ32ϭKƵƚůŽƚϭ1KƵƚůŽƚSHEET X.2SHEET X.1ϰS63+29.580+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0 0 4 1 +0 0 42+0043+0044+0045+0046+0047+0048+004 9 +0 0 50+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+000+001+002+003+004+005+006+007+008+009+0010+001 1 +0 0
12+0013+0014+0015+001 6 +0 0
16+9 4 .6 0 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38SHEET 4.1SHEET 4.2
SHEET 4.3SHEET 4.3SHEET 4.5GRADINGKs Z>>'Z/E'W>Eϯ͘Ϭ2:27 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025SCALE:0' 200' 400'1"=200'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025PROPOSED FLEXAMAT CONCRETE MATPROPOSED 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.'Z/E'' E Z>EKd ^͗1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, 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" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB 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 ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION 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 NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, 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)14. DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.> ' E͗VVPROPOSED 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 190 of 309
SHEET X.2SHEET X.11ϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϭϭϭϮKƵƚůŽƚϭϬϭϬ32ϭKƵƚůŽƚSHEET X.2SHEET X.1ϰ960 970980980956958962964964964 966968972974976978978982982984984982984EOF=961.50DW: 7%DW: 5%DW: 8%DW: 8%DW: 8%DW: 6%DW: 3%DW: 6%DW: 8%DW: 7%DW: 7%DW: 4%DW: 2%DW: 9%SEWOG=969.0(LL=966.2)MIN=965.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=965.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=959.6FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FBWOG=981.0(LL=973.0)MIN=965.0FBWO
G=990.0(LL=982.0)MIN=965.0
FBLO
G=990.
0
(LL=98
2.
0)(OPN=9
8
4.
0)
MIN=97
8.
0
FBLO
G=990.
0
(LL=98
2.
0)(OPN=9
8
4.
0)
MIN=9
7
2.
1
FBWO
G=984.0
(LL=976.0)
MIN=972.1
FBWO
G=984.0
(LL=976.0)
MIN=972.1
FBLO
G=983.0
(LL=975.0)
(OPN=977.0)
MIN=970.4
SEWOG=968.0(LL=965.2)MIN=959.6970972974976978FUTURE DRIVEWAY9709968
97976767767697767676796095495695896095695896296496624 LF 15"Ø RCP @ 1.89%INFILTRATION BASIN L100-YEAR HWL: 961.95INFILTRATION BASIN J100-YEAR HWL: 958.49WETLAND 6100-YEAR HWL: 952.3612' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT956.80 FG963.00 FG963.00 FG963.00 FG963.00 FG960956958960961.02 FG961.02 FG961.45 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-9 FES1-10 FES1-15 FESINV.=959.201-16 FESINV.=958.751-14 FES980982984986988
MATCH EX. GRADES26+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0 0
4 1 +0 0 42+0043+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38217TH AVE NW & GABBRO AVESTA: 37+58.63STA: 0+00.00EOF=961.95978.10 FG5:1INFILTRATION BASIN K2100-YEAR HWL: 956.5336' X 8' OF FLEXAMAT960952954956958960960954956958953EOF=955.80956.80 FGEOF=960.67GRADINGEKZd,'Z/E'W>Eϯ͘ϭ2:27 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025SCALE:0' 100' 200'1"=100'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025PROPOSED FLEXAMAT CONCRETE MATPROPOSED 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.'Z/E'' E Z>EKd ^͗1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, 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" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB 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 ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION 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 NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, 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)14. DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.> ' E͗VVPROPOSED 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 191 of 309
SHEET X.2SHEET X.11ϱϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϬϵϮϭϬϵϭ1KƵƚůŽƚSHEET X.2SHEET X.1970970980980980990990972972974974976976978978978982982982984984986986988988992992DDW: 2%DW: 9%DW: 6%DW: 4%DW: 8%DW: 9%DW: 9%DW: 2%DW: 2%DW: 8%DW: 2%DW: 7%DW: 7%DW: 6
%DW: 8%DW: 0%DW: 1%DW: 5%
DW: 10%
FB LO
G =990.0
(L L=982.
0)(O PN=98
4.
0)
MIN=9
7
2.
1
1
FBWO
G=984.0
(LL=976.0)
MIN=972.1
FBLO
G=983.0
(LL=975.0)
(OPN=977.0)
MIN=970.4
FBWO
G=978.0
(LL=970.0)
MIN=970.4
SEWO
G=976.0
(LL=973.2)
MIN=971.1
FBWO
G=972.0
(LL=964.0)
MIN=970.4
FBLO
G=980.
0
(LL=97
2.
0)(OPN=9
7
4.
0)
MIN=9
7
0.
4 FBG=984.0(LL=976.0)MIN=970.4FBWOG=989.0(LL=981.0)MIN=970.4FBWOG=988.0(LL=980.0)MIN=968.0FBWO
G=992.0
(LL=984.
0)
MIN=966
.
0
FBLO
G=997.0
(LL=989.0)
(OPN=991.0)
MIN=970.4
FBWO
G=994.0
(LL=986.
0
)
MIN=966.
0
FBLO
G=998.5
(LL=990.5)
(OPN=992.5)
MIN=978.0
FBG=995.0(LL=987.0)MIN=975.6FBWOG=998.0(LL=990.0)MIN=984.0FBWOG=996.0(LL=988.0)MIN=986.0FBWOG=991.0(LL=983.0)MIN=978.7FBWOG=987.0(LL=979.0)MIN=978.7FBG=993.0(LL=985.0)MIN=975.6FBG=985.0(LL=977.0)MIN=975.6DW: 7%970972974976978FUTURE DRIVEWAYEOF=969.20970966968
979797977977676767676767EOF=966.50976960 970980962964966968972974976978964964966966968
960962964980972974976978982971INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.10WETLAND 9100-YEAR HWL: 953.99WETLAND 8100-YEAR HWL: 954.80EX. BASIN 3100-YEAR HWL: 958.6212' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT48' X 8' OF FLEXAMAT12' 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 FG979.25 FG99099299463+29.5842+0043+0044+0045+0046+0047+0048+004 9 +0 0 50+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+00SEE TURN LANE GRADING PLAN2.0%2.0%EOF=972.2012' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT973.20 FG973.20 FGINFILTRATION BASIN R100-YEAR HWL: 972.58978.10 FG985.50 FG963.5970972974976978969INFILTRATION BASIN Q100-YEAR HWL: 975.69MONUMENT SIGN LOCATIONGRADING^Khd,'Z/E'W>Eϯ͘Ϯ2:28 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025SCALE:0' 100' 200'1"=100'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025PROPOSED FLEXAMAT CONCRETE MATPROPOSED 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.'Z/E'' E Z>EKd ^͗1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THEPROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIORTO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTSILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILTFENCE, 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" DEPTHAS MEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADEDSLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED,EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESSNOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OFCURB 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 ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BYTHE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS,INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS,STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTORFAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALLRE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONALCOST TO THE OWNER, TO THE SATISFACTION 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 NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER ISINSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, 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)14. DRIVEWAY CULVERTS WITH SLOPES LESS THAN 2.0% SHALL BE 15INCHES IN DIAMETER WITH A MINIMUM SLOPE OF 1.0%. DRIVEWAYCULVERTS WITH A SLOPE OVER 2.0% MAY BE 12 INCHES, UNLESSSTATED OTHERWISE.> ' E͗VVPROPOSED 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 192 of 309
ϵϱϬϵϱϱϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϱϬϵϱϱϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬ25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+003.00%-1.25%6.80%2.14%-3.92%LOW POINT STA: 29+16.95, ELEV: 960.67'PVI STA: 29+00.00, ELEV: 958.50'K = 36.85, A.D. = 6.92%'V.C.= 255.00'PVC STA: 27+72.50ELEV: 963.50'PVT STA: 30+27.50ELEV: 962.32'LOW POINT STA: 33+46.58, ELEV: 963.83'PVI STA: 34+50.00, ELEV: 962.25'K = 37.27, A.D. = 8.05%'V.C.= 300.00'PVC STA: 33+00.00ELEV: 964.12'PVT STA: 36+00.00ELEV: 972.45'HIGH POINT STA: 31+70.59, ELEV: 965.56'PVI STA: 31+50.00, ELEV: 966.00'K = 23.53, A.D. = -4.25%'V.C.= 100.00'PVC STA: 31+00.00ELEV: 964.50'PVT STA: 32+00.00ELEV: 965.38'HIGH POINT STA: 37+75.00, ELEV: 980.86'PVI STA: 37+00.00, ELEV: 979.25'K = 32.21, A.D. = -4.66%'V.C.= 150.00'PVC STA: 36+25.00ELEV: 974.15'PVT STA: 37+75.00ELEV: 980.86'HIGH POINT STA: 26+00.00, ELEV: 969.72'PVI STA: 26+50.00, ELEV: 968.30'K = 92.84, A.D. = -1.08%'V.C.= 100.00'PVC STA: 26+00.00ELEV: 969.72'PVT STA: 27+00.00ELEV: 966.34'971.14972.2969.72968.6968.17968.2966.34969.0964.38967.9962.52964.6961.27958.6960.71955.8960.81957.6961.60962.0963.00968.0964.50969.6965.47967.3965.38965.4964.75965.3964.12963.5963.84961.0964.22957.8965.27955.9966.99956.4969.39960.6972.45964.1975.75968.3978.38975.9980.22981.5981.39985.6982.46986.3END OF PHASE 1 / BEGINING OF PHASE 3STA: 29+95±PROPOSED CENTERLINEEXISTING SURFACEZONE 13: 856 LF OF 3"Ø SDR11 HDPE8' MIN.INLET 1-13 FES, INV.=960.00, STA.=34+00.88OUTLET 1-14 FES, INV.= 959.00, STA.=34+14.3680 LF 15"Ø RCP + 2 RCP APRONS @ 1.26%INLET 2-1 FES, INV.=957.20, STA.=29+36.78OUTLET 2-2 FES, INV.= 956.00, STA.=29+62.1084 LF 15"Ø RCP + 2 RCP APRONS @ 1.42%INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 976.60, STA.=0+36.9067 LF 15"Ø RCP + 2 RCP APRONS @ 3.15%3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)ϯϮϭϳKƵƚůŽƚϭϲKƵƚůŽƚϭϰV960970980956958962964964964966
968 972974976978982984982984VVVVEOF=961.50VV
DW: 7%DW: 5%DW: 8%DW: 8%DW: 8%DW: 6%DW: 3%DW: 6%SEWOG=969.0(LL=966.2)MIN=965.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=965.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=959.6FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FBWOG=981.0(LL=973.0)MIN=965.0SEWOG=968.0(LL=965.2)MIN=959.696095495695896095695896296496624 LF 15"Ø RCP @ 1.89%INFILTRATION BASIN L100-YEAR HWL: 961.95INFILTRATION BASIN J100-YEAR HWL: 958.4912' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT956.80 FG963.00 FG963.00 FG963.00 FG963.00 FG960956958960961.02 FG961.02 FG961.45 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-15 FESINV.=959.201-16 FESINV.=958.751-14 FES980982984986988 SSMATCH EX. GRADES24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+000+001+002+003+00217TH AVE NW & GABBRO AVESTA: 37+58.63STA: 0+00.00+0+0+00++0+00+0+0+00+0+0+00+0+00+0+0+0+0+0000+00+00+0+0+00+0SEWER ZONE 13SEWER ZONE 17AIR RELCO VALVECO VALVE3" X 4" X 3" TEESSSSS5:1INFILTRATION BASIN K2100-YEAR HWL: 956.5336' X 8' OF FLEXAMAT960952954956958960960954956958953EOF=955.80956.80 FGEOF=960.67SSSSSSSSSSSSSSSSSSEWER SER3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)GRADINGϮϭϳd,s EtW>EΘWZK&/> ϰ͘ϭ2:28 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025VV
SVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOUR> ' E͗PROPOSED FLEXAMAT CONCRETE MATSTART/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE:0' 50' 100'1"=50'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025Page 193 of 309
ϵϱϱϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϵϱϱϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱ38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+005.44%2.14%-3.18%LOW POINT STA: 46+97.45, ELEV: 968.51'PVI STA: 47+50.00, ELEV: 964.50'K = 46.39, A.D. = 8.62%'V.C.= 400.00'PVC STA: 45+50.00ELEV: 970.86'PVT STA: 49+50.00ELEV: 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+30.54, ELEV: 985.47'PVI STA: 40+50.00, ELEV: 986.75'K = 37.58, A.D. = -5.32%'V.C.= 200.00'PVC STA: 39+50.00ELEV: 984.61'PVT STA: 41+50.00ELEV: 983.57'982.46986.3983.54982.7984.61985.7985.35986.3985.42984.7984.83984.8983.57984.2981.98979.5980.39976.6978.80976.7977.21979.0975.62982.1974.04980.4972.45976.6970.86972.5969.54968.6968.76967.0968.51968.0968.81967.9969.65967.2971.02966.7972.94966.9975.39969.0978.11973.1980.83978.5983.56984.3986.04987.5PROPOSED CENTERLINEEXISTING SURFACEZONE 18: 1,897 LF OF 4"Ø SDR11 HDPE8' MIN.INLET 1-9 FES, INV.=976.75, STA.=42+88.65OUTLET 1-10 FES, INV.= 975.50, STA.=43+06.7263 LF 15"Ø RCP + 2 RCP APRONS @ 1.98%INLET 1-7 FES, INV.=966.00, STA.=46+99.89OUTLET 1-8 FES, INV.= 964.50, STA.=46+99.2155 LF 15"Ø RCP + 2 RCP APRONS @ 2.73%INLET 1-5 FES, INV.=984.00, STA.=51+66.31OUTLET 1-6 FES, INV.= 983.30, STA.=51+46.3755 LF 15"Ø RCP + 2 RCP APRONS @ 1.27%ϱϭϮϭϭϴϲϴϭϭϭϮKƵƚůŽƚϭϬϵϭϬϵ970970980980980990972972974974976976978978982982982984984984986988982984VVDW: 8%DW: 7%DW: 7%DW: 4%DW: 2%DW: 9%DW: 6%DW: 4%DW: 8%DW: 9%DW: 9%DW: 2%FBWOG=990.0(LL=982.0)MIN=965.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=978.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBWOG=984.0(LL=976.0)MIN=972.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=970.4FBWOG=978.0(LL=970.0)MIN=970.4SEWOG=976.0(LL=973.2)MIN=971.1FBWOG=972.0(LL=964.0)MIN=970.4FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=970.4FBG=984.0(LL=976.0)MIN=970.4FBWOG=989.0(LL=981.0)MIN=970.4FBWOG=988.0(LL=980.0)MIN=968.0DW: 7%970972974976978FUTURE DRIVEWAYEOF=969.2097096696877797977999979799797997979797979797999999999999VVVVEOF=966.50VV960970980962964966968972974976978964964966966968960962964INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.1012' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT48' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT1-11 FES1-12 FES1-9 FES1-10 FES1-7 FES1-8 FES1-5 FES1-6 FES980982984986988967.50 FG967.50 FG967.50 FG967.50 FGSS+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+000+000+00++0+0+0+0+0+00+000+++0+0+00+++0+0+000+00+0+00+0+0+0+0+0+00+++0+0+00SEWER ZONE 17SEWER ZONE 18AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS978.10 FG985.50 FG963.5SSEWER SERVICE FOR FUTURE LOTGRADING:KW>/E^dEtW>EΘWZK&/> ϰ͘Ϯ2:28 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025VV
SVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOUR> ' E͗PROPOSED FLEXAMAT CONCRETE MATSTART/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE:0' 50' 100'1"=50'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025Page 194 of 309
ϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬϭϬϬϱϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬϭϬϬϱ50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+001.57%-1.08%-5.20%0.97%5.44%STA: 63+04.42ELEV: 977.160LOW POINT STA: 62+44.19, ELEV: 976.79'PVI STA: 61+50.00, ELEV: 975.66'K = 44.58, A.D. = 6.17%'V.C.= 275.00'PVC STA: 60+12.50ELEV: 982.81'PVT STA: 62+87.50ELEV: 977.00'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+00.00ELEV: 993.71'PVT STA: 56+00.00ELEV: 993.96'HIGH POINT STA: 57+50.00, ELEV: 992.33'PVI STA: 58+50.00, ELEV: 991.25'K = 48.62, A.D. = -4.11%'V.C.= 200.00'PVC STA: 57+50.00ELEV: 992.33'PVT STA: 59+50.00ELEV: 986.05'980.83978.5983.56984.3986.04987.5988.03990.0989.54991.8990.57992.0991.36991.0992.14989.7992.93990.6993.71993.3994.17996.0993.96995.2993.42992.4992.88991.6992.33993.0991.53994.1990.22993.3988.39990.9986.05987.8983.46984.9981.01982.8979.12979.7977.78976.2977.00973.5976.79972.9977.12976.6TIE INTO EX. ROADPROPOSED CENTERLINEEXISTING SURFACESEE PLAN VIEW FOR GRAVITYSEWER CONNECTIONZONE 19: 952 LF OF 2"Ø SDR11 HDPE8' MIN.INLET 1-5 FES, INV.=984.00, STA.=51+66.31OUTLET 1-6 FES, INV.= 983.30, STA.=51+46.3755 LF 15"Ø RCP + 2 RCP APRONS @ 1.27%INLET 1-3 FES, INV.=977.50, STA.=60+76.72OUTLET 1-4 FES, INV.= 975.20, STA.=60+92.5064 LF 15"Ø RCP + 2 RCP APRONS @ 3.61%INLET 1-2 FES, INV.=974.20, STA.=62+38.55OUTLET 1-1 FES, INV.= 973.00, STA.=62+40.0972 LF 15"Ø RCP + 2 RCP APRONS @ 1.68%ϱϰϯϱϲϳϴ980990
974976
978982984986988992 DW: 9%DW: 9%DW: 2%DW: 2%DW: 8%DW: 2%DW: 7%DW: 7%DW: 5%FBG=984.0(LL=976.0)MIN=970.4FBWOG=989.0(LL=981.0)MIN=970.4FBWOG=988.0(LL=980.0)MIN=968.0FBWOG=992.0(LL=984.0)MIN=966.0FBLOG=997.0(LL=989.0)(OPN=991.0)MIN=970.4FBWOG=994.0(LL=986.0)MIN=966.0FBLOG=998.5(LL=990.5)(OPN=992.5)MIN=978.0FBWO
G=998.
0
(LL=99
0.
0)
MIN=9
8
4.
0
VV97098096296496696897297497697812' X 8' OF FLEXAMAT1-5 FES1-6 FESSANI. SERVICE LOCATION50+0051+0052+0053+0054+0055+0056 +0057+00AIR RELEASE VALVESSSSSSSSSSSSSSSSS985.50 FGϮϯϭϯϮV980990978982984986988992DW: 6%DW: 8%DW: 0%DW: 1%DW: 5%DW: 10%FBG=995.0(LL=987.0)MIN=975.6FBWOG=996.0(LL=988.0)MIN=986.0FBWOG=991.0(LL=983.0)MIN=978.7FBWOG=987.0(LL=979.0)MIN=978.7FBG=993.0(LL=985.0)MIN=975.6FBG=985.0(LL=977.0)MIN=975.6976VV980
972974
976
978
982
971
VV24' X 8' OF FLEXAMAT1-2 FES1-1 FES1-3 FES1-4 FESSA-1 SAN MH (SEE DETAIL)RIM=982.46'NE FORCEMAIN INV.=973.25SW INV.=973.00EX. SAN MHRIM=983.69'NE INV.=972.60V57 LF 8"Ø SDR-26 @ 0.66%SSSS979.25 FG990992994SANI. SERVICE LOCATION63+29.5857+0058+0059+0060+0061+0062+0063+00SEWER ZONE 19CO VALVESEE TURN LANE GRADING PLAN2.0%SSSSSSS11111111111111111111VVVEOF=972.2012' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT973.20 FG970972974
976
978969
INFILTRATION BASIN Q100-YEAR HWL: 975.69SSSSSSSSEWER ZONE 19MONUMENT SIGN LOCATIONGRADING:KW>/E^dEtW>EΘWZK&/> ϰ͘ϯ2:29 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025VV
SVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOUR> ' E͗PROPOSED FLEXAMAT CONCRETE MATSTART/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE:0' 50' 100'1"=50'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0' 50' 100'1"=50'Page 195 of 309
ϭϯϮV980990978982984986988DW: 8%DW: 0%DW: 1%DW: 10
%FBWOG=991.0(LL=983.0)MIN=978.7FBWOG=987.0(LL=979.0)MIN=978.7FG=993.0(LL=985.0)MIN=975.6FBG=985.0(LL=977.0)MIN=975.6976VV 980972974976978982971VV24' X 8' OF FLEXAMAT1-2 FES1-1 FES1-3 FES1-4 FESSA-1 SAN MH (SEE DETAIL)RIM=982.46'NE FORCEMAIN INV.=973.25SW INV.=973.00EX. SAN MHRIM=983.69'NE INV.=972.60V57 LF 8"Ø SDR-26
@
0
.
6
6
%SSSS979.25 FG99099299463+29.5859+0060+0061+0062+0063+00SEWER ZONE 19CO VALVESEE TURN LANE GRADING PLAN2.0%2.0%SSSSVVVVVVVEOF=972.2012' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT973.20 FG973.20 FGSANI. SERVICE LOCATIONINFILTRATION BASIN R100-YEAR HWL: 972.58970972974976978969INFILTRATION BASIN Q100-YEAR HWL: 975.69SSSSSSSSEWER ZONE 19MONUMENT SIGN LOCATIONϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬ-4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00971.73972.2973.87972.9976.56973.5973.16974.5973.43975.3973.82976.1975.20976.7976.48976.9976.97976.9977.10977.0983.8982.3987.3NE INV.=972.60SW INV.=973.00A-1 SAN MH (SEE DETAIL)STA: 4+79.72OFF: 0.00RIM=982.46CORE DRILL AND BORE56 LF OF 8"ෘ SDR-26 @ 0.66%ZONE 19 (CONTINUED): 952 LF OF 2"Ø SDR11 HDPEPROPOSED SURFACEEXISTING SURFACECOUPLER CONNECTIONINV.=973.25CORE DRILLEX. SAN MHSTA: 5+39.99OFF: 0.00 LRIM=983.69GRADING:KW>/E^dEtW>EΘWZK&/> ϰ͘ϰ2:29 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025VV
SVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOUR> ' E͗PROPOSED FLEXAMAT CONCRETE MATSTART/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:0' 50' 100'1"=50'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 196 of 309
1ϭϲϭϱϭϰϭϯϭϮKƵƚůŽƚϭ970980964966968972974976978982984982
984
VVVVDW: 8%DW: 6%DW: 3%DW: 6%2)5.0
FBLO
G=97
1.
0
(LL=96
3.0)(OPN=9
65.
0)
MIN=9
6
5.
0 FBWO
G=97
3.0(LL=9
6
5.0)
MIN=965.
0
FBWO
G=979.
3
(LL=97
1.
3)
MIN=9
6
5.
0
FBWO
G=981.0
(LL=973.0
)
MIN=965.0
FBW
G=99(LL=982MIN=96960956958962964966INFILTRATION BASIN L100-YEAR HWL: 961.95963.00 FG963.00 FG960961.02 FG961.02 FG961.45 FG1-13 FES1-11 FES1-12 FES1-14 FES980982984986988SS3 4 +0 0
3 5 +00
3 6 +0 0
3 7 +0 0 38+0039+000+001+002+003+004+005+006+007+008+009+00 1 0 +0 0
217TH AVE NW & GABBRO AVESTA: 37+58.63STA: 0+00.00+0+0+++0++0+0+0++00+0+0++0+00+0+0+0+00++000+00+0+0++0+000SEWER ZONE 17CO VALVECO VALVE3" X 4" X 3" TEEEOF=961.95SSS
S
S
S
S
S
S
S
S SEWER SERVICE FOR FUTURE LOT3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)ϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬ-5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00980.46982.4981.36982.8982.56984.9984.38986.7986.50982.2988.46990.2989.30993.5988.84990.3987.25986.1985.50984.2983.75983.3982.00981.9980.25980.2978.54978.1977.11976.4976.00975.9975.16975.1974.37974.5-3.50%-1.59%1.79%4.25%STA: 0+00.00ELEV: 980.465LOW 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: 0+50.00, ELEV: 981.36'PVI STA: 1+00.00, ELEV: 982.25'K = 40.57, A.D. = 2.46%'V.C.= 100.00'PVC STA: 0+50.00ELEV: 981.36'PVT STA: 1+50.00ELEV: 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+25.00ELEV: 987.56'PVT STA: 3+75.00ELEV: 988.12'PROPOSED CENTERLINEEXISTING SURFACEZONE 17: 110 LF OF 3"Ø SDR11 HDPEINLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 976.60, STA.=0+36.9067 LF 15"Ø RCP + 2 RCP APRONS @ 3.15%3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)END OF PHASE 1 / BEGINING OF PHASE 2STA: 0+60±GRADING'ZKs W>EΘWZK&/> ϰ͘ϱ2:30 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025VV
SVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOUR> ' E͗PROPOSED FLEXAMAT CONCRETE MATSTART/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0' 50' 100'1"=50'Page 197 of 309
ϭϮ9809789829DW: 0
%DW: 10%976VV 980972974976978982971VVSVSSSS979.25 FG63+29.5860+0061+0062+0063+002.0%2.0%SVVVVVVV973.20 FG973.20 FG970972974976978969SSSSSSSR1-1180.0' TURN LANE TAPER300.0' RIGHT TURN LANE STORAGEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN/RESTRIPE EX. STRIPING300.0' TURN LANE STORAGE11.0'12.0'12.0'12.0'12.0'180.0'R3-8BR3-8B153.7'TIE INTO EXISTING STRIPINGTIE INTO EXISTING STRIPING4" SINGLE WHITE PAINT4" SINGLE WHITE PAINTFULL DEPTH SAW CUTREMOVE "RIGHT TURN ONLY"46.1'R=25'L=38.3'R=25'L=42.4'964.85 TP969.02 TP968.76 TP976.00 TP977.93 TP976.50 TP976.46 TP978.21 TP983.11 TP983.39 TP984.32 TP984.58 TP983.10 TP983.35 TPGRADINGdhZE>E W>Eϱ͘ϭ2:30 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Turn Lane.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0' 50' 100'1"=50'SAWCUT LOCATION (FULL DEPTH)> ' E͗TURN ARROW (TYPICAL)STRAIGHT ARROW (TYPICAL)PERMANENT SIGNAGEdhZE>E EKd ^͗1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5. LONGITUDINAL PAVEMENT MARKINGS SHALL BE LATEX PAINT. THE TURN ARROWS SHALL BE PREFORMED THERMO.6. EXISTING CONFLICTING PAVEMENT MARKINGS WILL NEED TO BE REMOVED BEFORE FINAL PERMANENT STRIPING IS PLACED.7. DURING CONSTRUCTION, CONFLICTING PAVEMENT MARKINGS WILL NEED TO BE COVERED WITH BLACK REMOVABLE LANE TAPE OR WATER BLASTED AND THEN HAVE PAVEMENT MARKINGS INSTALLED FOR TEMPORARY CENTERLINE DURING CONSTRUCTION.NEW TOP OF PAVEMENT ELEVATION980.50 TPPage 198 of 309
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SFSITE BASE&h>> ZK^/KEKEdZK>W>Eϲ͘Ϭ2:31 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Erosion Control.dwg5/27/2025SCALE:0'200' 400'1"=200'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAPPROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.> ' E͗FIBER-LOG ROLLS ZK^/KEKEdZK>EKd ^͗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. INSTALL PERIMETER SILT FENCE AROUND INFILTRATIONBASINS WITHIN 48 HOURS OF FINAL GRADING OF RESPECTIVEBASIN.5. 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.6. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.7. 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.8. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.10. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.11. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.12. 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 2575.13. 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.14. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST. ZK^/KEKEdZK> s/ ^xSILT FENCE: 15,100 LFxBIOLOG: 1,020 LFxROCK CONSTRUCTION EXIT: 1 EACHxEROSION CONTROL BLANKET (CAT. 20): 12,470 S.Y.STANDARD SEED MIXINFILTRATION BASIN SEED MIXPage 199 of 309
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SF SFSFSFSFSFSFSFSFSFSFSFSFSFINSTALL 1,430 SY OF EROSIONCONTROL BLANKETINSTALL 300 SY OF EROSIONCONTROL BLANKETINSTALL 1,160 SY OF EROSIONCONTROL BLANKETINSTALL 700 SY OF EROSIONCONTROL BLANKETINSTALL 630 SY OF EROSIONCONTROL BLANKETINSTALL 550 SY OF EROSIONINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 230 LF OF TEMP. SILT FENCEINSTALL 487 LF OF TEMP. SILT FENCEINSTALL 348 LF OF TEMP SILT FENCE
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INSTALL 1,500 SY OF EROSIONCONTROL BLANKETINSTALL 331 LF OF TEMP. SILT FENCEINSTALL 269 LF OF TEMP. SILT FENCESITE BASEEKZd, ZK^/KEKEdZK>W>Eϲ͘ϭ2:31 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Erosion Control.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0'100' 200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAPPROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.> ' E͗FIBER-LOG ROLLS ZK^/KEKEdZK>EKd ^͗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. INSTALL PERIMETER SILT FENCE AROUND INFILTRATIONBASINS WITHIN 48 HOURS OF FINAL GRADING OF RESPECTIVEBASIN.5. 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.6. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.7. 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.8. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.10. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.11. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.12. 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 2575.13. 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.14. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST. ZK^/KEKEdZK> s/ ^xSILT FENCE: 15,100 LFxBIOLOG: 1,020 LFxROCK CONSTRUCTION EXIT: 1 EACHxEROSION CONTROL BLANKET (CAT. 20): 12,470 S.Y.STANDARD SEED MIXINFILTRATION BASIN SEED MIXPage 200 of 309
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SFSFSFINSTALL 630 SY OF EROSIONCONTROL BLANKETINSTALL 680 SY OF EROSIONCONTROL BLANKETINSTALL 550 SY OF EROSIONCONTROL BLANKETINSTALL 2,075 SY OF EROSIONCONTROL BLANKETINSTALL 1,870 SY OF EROSIONCONTROL BLANKETINSTALL 620 SY OF EROSIONCONTROL BLANKETINSTALL 1,570 SY OF EROSIONCONTROL BLANKETINSTALL 535 SY OF EROSIONCONTROL BLANKETINSTALL 360 SY OF EROSIONCONTROL BLANKETINSTALL ROCK CONSTRUCTION ENTRANCE/EXITINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 20 LF DITCH CHECKINSTALL 348 LF OF TEMP. SILT FENCEINSTALL 493 LF OF TEMP. SILT FENCEINSTALL 274 LF OF TEMP. SILT FENCEINSTALL 411 LF OF TEMP. SILT FENCEINSTALL 5485 LF OF TEMP. SILT FENCEINSTALL 390 LF OF TEMP. SILT FENCEINSTALL 2240 LF OF TEMP. SILT FENCEINSTALL 228 LF OF TEMP. SILT FENCESITE BASE^Khd, ZK^/KEKEdZK>W>Eϲ͘Ϯ2:31 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Erosion Control.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0'100' 200'1"=100'SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAPPROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.> ' E͗FIBER-LOG ROLLS ZK^/KEKEdZK>EKd ^͗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. INSTALL PERIMETER SILT FENCE AROUND INFILTRATIONBASINS WITHIN 48 HOURS OF FINAL GRADING OF RESPECTIVEBASIN.5. 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.6. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.7. 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.8. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.10. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.11. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.12. 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 2575.13. 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.14. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST. ZK^/KEKEdZK> s/ ^xSILT FENCE: 15,100 LFxBIOLOG: 1,020 LFxROCK CONSTRUCTION EXIT: 1 EACHxEROSION CONTROL BLANKET (CAT. 20): 12,470 S.Y.STANDARD SEED MIXINFILTRATION BASIN SEED MIXPage 201 of 309
SWPPPTEMPORARY 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.3.03 INSTALLATIONA. 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.3.04 MAINTENANCEA. 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.3.05 CLEAN 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: 11.2 ACRESPRE-CONSTRUCTION IMPERVIOUS AREA: 1.0 ACRESPOST CONSTRUCTION IMPERVIOUS AREA:11.1ACRESNEW IMPERVIOUS AREA: 10.1 ACRESRECEIVING WATERS:STORM WATER FROM THIS SITE WILL BE DISCHARGED TO VARIOUS WETLANDSTHROUGHOUT THE SITE AFTER BEING HELD AND TREATED IN THE 7 INFILTRATION BASINSPROPOSED.PLANS AND SPECIFICATIONSTHE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS:xTHE PROJECT LOCATION AND CONSTRUCTION LIMITS.xLOCATIONS OF IMPERVIOUS SURFACES.xLOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.).xSTEEP SLOPE LOCATIONS.xLOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROLBMP'S TO BE INSTALLED ON THE PROJECT.xTHE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BEINSTALLED ON THE PROJECT.xIF 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 PLANDESCRIPTION TITLE LOCATIONEROSION CONTROL DETAILS CONSTRUCTION DETAILS C7.1-C7.2EROSION CONTROL LOCATIONS EROSION CONTROL LOCATIONS C6.0-C6.224 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 EXIT EA 1TEMPORARY SEDIMENT FILTER EA -TEMPORARY CONCRETE WASHOUT EA -TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA 1TEMPORARY SEDIMENT LOGS LF 12,470TEMPORARY SILT FENCE LF 15,100EROSION CONTROL BLANKET (CAT. 20) SY 12,470STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:^tWWWEZZd/s ϳ͘Ϭ2:31 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 CoverSWPPPDetails.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025TIBBITS BROOK(IMPAIRED STREAM)/DW/Z td Z^DW1 MILE RADIUSSITE LOCATION1 MI0.5 MIPage 202 of 309
DETAILS/dz d/>^ϳ͘ϭ2:31 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 CoverSWPPPDetails.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025REVI h b tif th t thi l ifi ti^Page 203 of 309
DETAILS^/d d/>^ϳ͘Ϯ2:31 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 CoverSWPPPDetails.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025^, D Kt^t d EINFILTRATION 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.9"6"GREEN LETTERING ONWHITE BACKGROUND3/4"3/8"FINISHED GROUND LINE1 1/2IN X 1 1/2INSIGN POST48"WETLAND BUFFER SIGNN.T.S.36"Page 204 of 309
DETAILS^E/dZz d/>^ϳ͘ϯ2:32 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 CoverSWPPPDetails.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025LATERAL 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 BEDROOMS SEPTIC TANK LIQUID MIN. CAPACITY (GALLONS)3 OR LESS 1,0004 OR 5 1,5006 OR 7 2,0008 OR 9 2,500TYPICAL 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)ROADWAY WITH SIDEWALKN.T.S.16'16'2'8'4:1 (TYP.)2'2'4'6'3'2.0%2.0%33'33'66'APPROVED SUBGRADE1.5" WEARING COURSE MIXTURETACK COAT2.5" NONWEARING COURSE MIXTURE8" CLASS 5 AGGREGATE BASECLASS 7 SHOULDER6" TOPSOIL WITH SEED ANDEROSION CONTROL BLANKET10'10'2'2.0%5.0%4:1 (TYP.)3:13:1DRAINAGE &UTILITYEASEMENTDRAINAGE &UTILITYEASEMENTSIDEWALK SECTION6" CONC. SIDEWALK4" CLASS 5 BASE2'2'2.0%2'Page 205 of 309
SHEET X.2SHEET X.1SHEET X.2SHEET X.1SHEET X.2SHEET X.11ϱϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϭϭϮKƵƚůŽƚϭϬϵϮϭϬϵ32ϭKƵƚůŽƚϭ1KƵƚůŽƚSHEET X.2SHEET X.1ϰCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPEKs Z>>>E^W W>Eϴ͘Ϭ2:32 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Landscape.dwg5/27/2025SCALE:0'200' 400'1"=200'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025>E^W Z Yh/Z D Ed^͗PER CITY OF ELK RIVER ZONING ORDINANCE:ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALLCONFORM TO THE FOLLOWING STANDARDS AND CRITERIA:A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWINGMINIMUM SIZE:BALLED & BURLAPPEDDECIDUOUS TREES 2 INCH DIAMETEREVERGREEN 6 FEET HIGHB. MINIMUM REQUIREMENTS. ALL OPEN AREAS OF A LOTWHICH ARE NOT USED AND IMPROVED SHALL BELANDSCAPED WITH A COMBINATION OF OVERSTORYTREES, ORNAMENTAL TREES, CONIFEROUS TREES,SHRUBS, FLOWERS, AND TURF OR PERMITTED GROUNDCOVER MATERIALS. THE MINIMUM NUMBER OF TREES INTHE FRONT YARD IS TWO.B.A. LOCATION OF REQUIRED FRONT YARD TREES.1.ONETREE MUST BE LOCATED IN THE BOULEVARD AREAAND SHALL BE AN OVERSTORY TYPE TREE.B.B. SECOND TREE SHALL BE LOCATED IN THE FRONTYARD AREA. OVERSTORY, EVERGREEN, ANDORNAMENTAL TREE SPECIES ARE PERMITTED.RESIDENTIAL REQUIREMENTS.1. ALL REQUIRED LANDSCAPING SHALL BE LOCATED ONTHE LOT OCCUPIED BY THE USE, BUILDING, FACILITY,OR STRUCTURES. NO LANDSCAPING SHALL BELOCATED WITHIN ANY PUBLIC RIGHT-OF-WAY UNLESSAPPROVED BY THE CITY.2. PLANT MATERIALS SHALL BE LOCATED TO PROVIDEREASONABLE ACCESS TO ALL UTILITIES.3. AT ALL INTERSECTIONS, SIGHT VISIBILITY TRIANGLESSHALL BE KEPT CLEAR OF LANDSCAPE MATERIALSTHAT WOULD OBSTRUCT THE SIGHT LINES OFMOTORISTS AT INTERSECTING STREETS.4. ALL LANDSCAPE IMPROVEMENTS REQUIRED BY THISSUBSECTION SHALL BE INSTALLED BY THE OWNER NOLATER THAN ONE YEAR AFTER THE ISSUANCE OF ABUILDING PERMIT FOR THE SUBJECT PROPERTY.REPLACEMENT OF ANY DEAD TREES, SHRUBS,GROUND COVERS AND SODDING SHALL BERESPONSIBILITY OF THE PROPERTY OWNER.5. AREAS OF TREE REMOVAL SHALL BE LIMITED AS MUCHAS POSSIBLE FOR ROAD PLACEMENT, BASIN GRADING,AND HOUSE AND DRIVEWAY CONSTRUCTION.(SEE CITY ORDINANCE, SECTION 15, FOR FULL REQUIREMENTS)PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENT> ' E͗PROPOSED TREE CLEARINGPage 206 of 309
SHEET X.2SHEET X.1SHEET X.2SHEET X.1SHEET X.2SHEET X.11ϯϮϭϳKƵƚůŽƚϭϲϭϱϭϰϭϯϭϮϭϭϭϭϭϮKƵƚůŽƚϭϬϭϬ32ϭKƵƚůŽƚSHEET X.2SHEET X.1ϰMAINTAIN EXISTING TREES FOR LOTS 11-12MAINTAIN EXISTING TREES FOR LOTS 9-131-HB1-HB1-HB1-HB1-HB1-AL1-AL1-AL1-BHS1-BHS1-RM1-RM1-RM1-RB1-RB1-RB1-RB1-AL1-BHS1-BHS1-BHS1-AL1-HB1-HB1-RB1-RM1-RM1-AL1-AL1-WO1-BHSCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPEEKZd,>E^W W>Eϴ͘ϭ2:32 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Landscape.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0'100' 200'1"=100'PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENT> ' E͗PROPOSED TREE CLEARINGPage 207 of 309
SHEET X.2SHEET X.1SHEET X.2SHEET X.1SHEET X.2SHEET X.11ϱϭϭϴϳϰϮϲϯϭϯϰϱϲϳϴϭϬϵϮϭϬϵϭ1KƵƚůŽƚSHEET X.2SHEET X.1MAINTAIN EXISTING TREES FOR LOTS 2-3MAINTAIN EXISTING TREES FOR LOTS 1-7MAINTAIN EXISTING TREES FOR LOTS 9-131-HB1-AL1-BHS1-BHS1-BHSMAINTAIN EXISTING TREES FOR LOT 81-HB1-HB1-AL1-RM1-RM1-RM1-RM1-RB1-RB1-RB1-WO1-AL1-AL1-HB1-HB1-HB1-HB1-HB1-WO1-WO1-WO1-WO1-BHS1-BHS1-BHSBBB1-BHS1-RM1-AL1-AL1-RB1-RB1-RM1-AL1-WO1-WO1-BHS1-RBMONUMENT SIGN LANDSCAPING (BY OTHERS)CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL LANDSCAPE^Khd,>E^W W>Eϴ͘Ϯ2:33 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Landscape.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD Edϭ^d/d/KEŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0'100' 200'1"=100'PROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENT> ' E͗PROPOSED TREE CLEARINGPage 208 of 309
Sherburne County, MNVICINITY MAPSec. 8, Twp. 33, Rng. 26SITEPage 209 of 309
Sherburne County, MNVICINITY MAPSec. 8, Twp. 33, Rng. 26SITEPage 210 of 309
Sherburne County, MNVICINITY MAPSec. 8, Twp. 33, Rng. 26SITEPage 211 of 309
Resolution 25-39
A Resolution of the City of Elk River Granting Final Plat Approval for
Meadowsweet Bend
Case No. P 25-18
WHEREAS,application has been made for final plat approval, pursuant to Section 30-374
of the Elk River City Code of Ordinances, of the property legally described on attached
Exhibit A and hereinafter referred to as “the Property”; and
WHEREAS,the preliminary plat of the Property was approved by the City Council on
September 16, 2024; and
WHEREAS,the proposed final plat is consistent with the preliminary plat as approved by
the City Council; and
WHEREAS,the proposed final plat complies with each of the conditions set forth by the
City Council in its approval of the preliminary plat of the Property.
NOW, THEREFORE, BE IT RESOLVED
1. It is hereby determined by the City Council for the City of Elk River as follows:
A. The proposed subdivision is consistent with the Chapter of 30 of the City
Code of Ordinances and conforms with all of its requirements.
B. 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 Plan.
C. 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.
D. The proposed subdivision makes adequate provision for water supply, storm
drainage, sewage transportation, erosion control and all other services,
facilities and improvements otherwise required herein.
E. The proposed subdivision will not cause substantial environmental
damage.
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F. The proposed subdivision will not conflict with easements of record or with
easements established by judgment of a court.
G. The proposed subdivision will not have an undue or adverse impact on the
reasonable development of neighboring land.
2. Final plat approval is hereby granted for the Property, subject to the conditions set
forth in attached Exhibit B.
3. The officers of the City are hereby authorized, once the conditions set forth in
Exhibit B are met and complied with, to sign the final plat for the Property and to
issue a certified copy of this Resolution giving final approval of the plat.
4. The owner of the Property is authorized to record the final plat as required by law
and shall file proof of said recording with the City. No building permits will be
issued for the Property until the final plat is recorded.
5. This final plat approval shall expire two years from the date of this resolution if the
final plat is not recorded within that time.
Passed and adopted this 7th day of July 2025.
John J. Dietz, Mayor
ATTEST:
Tina Allard, City Clerk
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EXHIBIT A
LEGAL DESCRIPTION
Lot 1, Block 1, MEADOWSWEET HILLS, Sherburne County, Minnesota
AND
The East Half of the Southwest Quarter of Section 8, Township 33, Range 26, Sherburne County,
Minnesota lying northerly of the centerline of County Road No. 33. EXCEPT the following
described tracts of land
1.) That part of the East Half of the Southwest Quarter of Section 8, Township 33, Range 26,
Sherburne County, Minnesota, described as follows: Commencing at the Southwest corner of said
East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 15 minutes 37
seconds East along the West line of said East Half of the Southwest Quarter, a distance of 947.60
feet to intersect with the centerline of County Road No. 33; thence South 62 degrees 35 minutes 50
seconds East along said centerline, a distance of 877.62 feet to the point of beginning of the land to
be described; thence North 27 degrees 24 minutes 10 seconds East, a distance of 412.49 feet; thence
South 72 degrees 29 minutes 56 seconds East, a distance of 365.81 feet to the east line of said East
Half of the Southwest Quarter; thence South 0 degrees 18 minutes 13 seconds West along said east
line, a distance of 534.02 feet to said centerline of County Road No. 33; thence North 62 degrees 35
minutes 50 seconds West along said centerline a distance of 603.62 feet to the point of beginning.
2.) That part of the following described property lying northwesterly of a described LINE A.
Said property described as follows:
All that part of the East Half of the Southwest Quarter of Section 8, Township 33, Range 26,
Sherburne County, Minnesota, described as commencing at the southwest corner of said East half of
the Southwest Quarter; thence North 0 degrees 15 minutes 37 seconds East, assumed bearing, along
the west line of said East Half of the Southwest Quarter, a distance of 947.60 feet to intersect the
centerline of County Road No. 33, also known as Ranch Road, said point of intersection also being
the actual point of beginning of the tract to be hereby described; thence South 62 degrees 35 minutes
50 seconds East along said centerline, a distance of 305.00 feet, more or less, to intersect the east line
of the West 271.41 feet of said East Half of the Southwest Quarter; thence North 0 degrees15
minutes 37 seconds East parallel with said west line of the East half of the Southwest Quarter, a
distance of 802.57 feet; thence North 62 degrees 35 minutes 50 seconds West, a distance of 305.00
feet to intersect said west line of the East half of the Southwest Quarter; thence southerly along said
west line, a distance of 802.57 feet to the point of beginning.
Said LINE A described as follows:
Commencing at the southwest corner of said East Half of the Southwest Quarter; thence northerly
along the west line of said East Half of the Southwest Quarter, a distance of 1181.35 feet; thence
easterly deflecting to the right 90 degrees 00 minutes 00 seconds to the point of intersection with the
east line of the West 271.41 feet of said East Half of the Southwest Quarter, said point being the
point of beginning of said LINE A; thence southwesterly deflecting to the right 117 degrees 02
minutes 16 seconds to said centerline of County Road No. 33 and said LINE A there terminating.
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EXHIBIT B
CONDITIONS OF APPROVAL
1. Council approval of a Development Agreement outlining the responsibilities of the city
and developer.
2.A Letter of Credit shall be provided to the city in the amount of I00% of the costs of the
public improvements.
3.Upon completion of all improvements and acceptance by the city, a security or warranty
in a form acceptable to the public works director must be secured.
4.The Development Plan shall be approved by the public works director prior to the
issuance of building permits.
5.Staff approval of all site, civil, and landscaping plans.
6.Park Dedication Fee will be paid at a prorated amount based on the land dedication
outlined in the preliminary plat approval.
7.The developer shall deed Outlet C to the city as park dedication.
8.The typical street section shall be updated to include a 10-foot trail separated from the
road by a vegetated boulevard.
9.Any item or condition found that indicates the site is likely to yield information
important to prehistory or history shall be reported to the city immediately. Further, the
city reserves the right to stop work authorized in its approval until the site is
appropriately investigated and work is authorized.
10.A sanitary sewer extension fee of $9,030/lot shall be paid at the time of platting.
11.The public works director shall review the HOA documents regarding long-term
maintenance plan for the private sanitary service.
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Sherburne County, MNVICINITY MAPSec. 7 & 8, Twp. 33, Rng. 26SITESherburne County, MNVICINITY MAPSec. 7 & 8, Twp. 33, Rng. 26SITEWalking Path Route
Page 216 of 309
DETAILSZK^^^ d/KE yDW> ^ ϭ3:11 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Archive\All Road sections.dwg6/23/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^, dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.D Kt^t d E s >KWD EdŝƚLJŽĨ ůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE2/26/202524-0120.00MJM, CJDMJMMJM1 11/13/2024 REVISION PER CITY REVIEWI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn586282/26/20252 1/22/2025 LOT ADJUSTMENT3 2/26/2025 PHASING PLANTHICKENED ROADWAYN.T.S.19'19'2'8'4:1 (TYP.)2'2'2.0%2.0%33'33'66'APPROVED SUBGRADE1.5" WEARING COURSE MIXTURETACK COAT2.5" NONWEARING COURSE MIXTURE8" CLASS 5 AGGREGATE BASECLASS 7 SHOULDER6" TOPSOIL WITH SEED ANDEROSION CONTROL BLANKET10'10'4:1 (TYP.)DRAINAGE &UTILITYEASEMENTDRAINAGE &UTILITYEASEMENT2'4:1 (TYP.)8'4:1 (TYP.)2'SOLID WHITE STRIPE6'TRAFFIC CENTERLINE3'ROADWAY WITH SIDEWALKN.T.S.ROADWAY WITH TRAIL SECTIONN.T.S.16'16'2'8'4:1 (TYP.)2'2'4'6'5'2.0%2.0%33'33'66'APPROVED SUBGRADE1.5" WEARING COURSE MIXTURETACK COAT2.5" NONWEARING COURSE MIXTURE8" CLASS 5 AGGREGATE BASECLASS 7 SHOULDER6" TOPSOIL WITH SEED ANDEROSION CONTROL BLANKET10'10'2'2.0%5.0%4:1 (TYP.)3:13:1DRAINAGE &UTILITYEASEMENTDRAINAGE &UTILITYEASEMENTSIDEWALK SECTION6" CONC. SIDEWALK4" CLASS 5 BASE2'2'16'16'2'8'4:1 (TYP.)2'2'4'10'2.0%2.0%33'33'66'APPROVED SUBGRADE1.5" WEARING COURSE MIXTURETACK COAT2.5" NONWEARING COURSE MIXTURE8" CLASS 5 AGGREGATE BASECLASS 7 SHOULDER6" TOPSOIL WITH SEED ANDEROSION CONTROL BLANKET10'10'2.0%5.0%4:1 (TYP.)3:13:1DRAINAGE &UTILITYEASEMENTDRAINAGE &UTILITYEASEMENTASPHALT TRAIN SECTION(SEE DETAIL)2'2'1'RIGHT OF WAY BOUNDARYRIGHT OF WAY BOUNDARY19'19'33'6'DITCH BOTTOM2'16'16'6'16'16'4'4'10'DITCH BOTTOM2'5'1'10'10'10'EASEMENTEASEMENT33'SIMILAR TO FILLMORE ST NWSIMILAR TO QUEEN ST NWVisually Separated Pedestrian Lane rural road in Detroit, ORPage 217 of 309
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(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
MEADOWSWEET BEND
THIS DEVELOPMENT CONTRACT (the “Contract”) dated July 7, 2025, by and between the
CITY OF ELK RIVER, a Minnesota municipal corporation (“City”), and Twin Cities Land Development (the
“Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for
Meadowsweet Bend (referred to in this Contract as the "plat"). The land is situated in the County of Sherburne,
State of Minnesota, and is legally described in Exhibit A.
2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the County
Recorder or Registrar of Titles within two years after the City Council approves the final plat.
3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or
otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City Engineer
following approval of a preliminary plat by the City Council, construct sewer lines, water lines, streets, utilities,
public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this
agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has
been received by the City, 3) the necessary insurance for the Developer and its construction contractors has
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been received by the City, 4) the plat has been filed with the Sherburne County Recorder or Registrar of Titles’
office, and 5) all required permits are secured and a copy filed with the City Engineer.
4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City
may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the
breach has not been remedied. Development of subsequent phases may not proceed until Development
Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are
not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future
subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted
into lots and blocks.
5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the
preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots
and blocks, not outlots, within five (5) years after preliminary plat approval.
6. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no
amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current
metropolitan urban service area, or official controls shall apply to or affect the use, development density, lot
size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing
by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full
extent permitted by state law, the City may require compliance with any amendments to the City’s
Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this
Contract.
7. DEVELOPMENT PLANS. The Subdivision shall be developed in accordance with the
following plans (The Plans). The Plans shall not be attached to this Agreement. With the exception of Plans A,
B and E, the Plans may be prepared, subject to the City Engineer’s approval, after entering into this
Agreement, but before commencement of any work in the Development. The City Engineer may approve
minor amendments to Plan B without City Council approval. If the Plans vary from the written terms of this
Contract, the written terms shall control. The Plans are:
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Plan A - Plat
Plan B - Final Grading, Drainage, and Erosion Control Plan & SWPPP
Plan C - Plans and Specifications for Public Improvements
Plan D – Landscape Plan
Plan E – Storm water Management Plan detailing long term ownership, maintenance schedules and
procedures for all stormwater facilities as required by the City’s MS4 permit
Plan F – Development Plan, to include the items noted in Exhibit B.
8. IMPROVEMENTS. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Storm Sewer System
C. Streets
D. Street Lights
E. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control
F. Underground Utilities
G. Setting of Iron Monuments
H. Surveying and Staking
I. Sidewalks and/or Trails
J. Retaining Walls
K. Landscaping
The improvements shall be installed in accordance with the City subdivision ordinance; City standard
specifications for utility and street construction; and any other ordinances including Section 30-416 of the City
Code concerning erosion and drainage and Section 46-39 prohibiting grading, construction activity, and the
use of power equipment on Sundays and between the hours of 9 o’clock p.m. and 6 o’clock a.m. Monday
through Saturday. The Developer shall submit plans and specifications which have been prepared by a
competent registered professional engineer to the City for approval by the City Engineer. The Developer shall
instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality
control to the extent that the Developer’s engineer will be able to certify that the construction work meets the
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approved City standards as a condition of City acceptance. In addition, the City may, at the City’s discretion
and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a
full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received
from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The
Developer’s engineer is responsible for design changes and contract administration between the Developer
and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a
mutually agreeable time at the City with all parties concerned, including the City staff, to review the program
for the construction work.
In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot
corners must be completed before the applicable security is released. The Developer’s surveyor shall also
submit a written notice to the City certifying that the monuments have been installed following site grading,
utility and street construction.
9. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain
all necessary permits, which may include:
A. Sherburne County for County Road Access and Work in County Rights-of-Way
B. MnDot for State Highway Access
C. MnDot for Work in Right-of-Way
D. Minnesota Department of Health for Watermains
E. MPCA NPDES Permit for Construction Activity
F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal
G. DNR for Dewatering and water appropriations
H. Army Corps of Engineers for construction of sedimentation ponds
I. City of Elk River for Building Permits
J. MCES for Sanitary Sewer Connections
K. City of Elk River for Retaining Walls
10. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it
will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform
dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable
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county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall
also be strictly followed.
11. TIME OF PERFORMANCE. The Developer shall install all required public improvements by
November 30, 2025, with the exception of the final wear course of asphalt on streets. The final wear course
on streets shall be installed between August 15th and October 15th the first summer after the base layer of
asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time
from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date. Final wear course placement outside
of this time frame must have the written approval of the City Engineer. No street construction will be allowed
after October 15 or prior to May 15 unless approved by the City Engineer.
12. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with plat development.
13. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be
implemented by the Developer and inspected and approved by the City. The City may impose additional
erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall
be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the
City’s current seeding specification which may include temporary seed to provide ground cover as rapidly as
possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention.
The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or
supplementary instructions received from the City, the City may take such action as it deems appropriate to
control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure
of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer
does not reimburse the City for any cost the City incurred for such work within thirty (30) days after demand
by the City, the City may draw down the letter of credit to pay any costs. No development, utility or street
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construction will be allowed and no building permits will be issued unless the plat is in full compliance with the
approved erosion control plan.
14. GRADING. The plat shall be graded in accordance with the approved grading development
and erosion control plan, Plan “B”. The plan shall conform to City of Elk River specifications. Within thirty (30)
days after completion of the grading and before the City approves individual building permits (except three (3)
model home permits on lots acceptable to the Building Official), the Developer shall provide the City with an
“as constructed” grading plan certified by a registered land surveyor or engineer that all storm water
treatment/infiltration basins and swales, have been constructed on public easements or land owned by the
City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of
storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland
mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation area”
posts; and c) lot corner elevations and house pads, and all other items listed in City Code. The City will
withhold issuance of building permits until the approved certified grading plan is on file with the City and all
erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City
that all lots with house footings placed on fill have been monitored and constructed to meet or exceed
FHA/HUD 79G specifications. The soils observation and testing report, including referenced development
phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of
building permits.
Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the City
to guarantee compliance with the erosion control and grading requirements and the submittal of an as-built
certificate of survey. Prior to the release of the required individual lot grading and erosion control security that
is submitted with the building permit, an as-built certificate of survey for single family lots must be submitted to
verify that the final as-built grades and elevations of the specific lot and all building setbacks are consistent
with the approved grading plan for the development, and amendments thereto as approved by the City
Engineer, and that all required property monuments are in place. If the final grading, erosion control and as-
built survey is not timely completed, the City may enter the lot, perform the work, and apply the cash escrow
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toward the cost. Upon satisfactory completion of the grading, erosion control and as-built survey, the escrow
funds, without interest, less any draw made by the City, shall be returned to the person who deposited the
funds with the City.
15. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any
construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion
control, street cleaning, and street sweeping.
16. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required
by this Contract and final acceptance by the City, the public improvements lying within public easements shall
become City property without further notice or action. No improvements will be accepted prior to all disturbed
areas of the site being fully vegetated and functioning in accordance with the approved construction and storm
water management plans.
17. CITY ENGINEERING ADMINISTRATION, CONSTRUCTION OBSERVATION AND
AS-BUILT RECORD DRAWING PREPARATION.
Developer shall reimburse the City for all the City’s costs and expenses incurred in the processing of the
Subdivision and installation of improvements, including review of plans and construction observation and in
regard to any action or event of default by Developer, resulting in any suit or proceeding at law or in equity to
which the City shall become a party in reference to the Developer’s interest in the Development.
Reimbursement shall be due and payable to the City within thirty (30) days following the receipt of a statement
therefore. The Developer shall post a cash escrow in the amount of five percent (5%) of the estimated costs
of the Improvements. This escrow will be drawn from as the project progresses to cover the City’s ongoing
costs and expenses relating to administration and construction observation of the Improvements. City
administration will include, but is not limited to, supervision of construction observation, consultation with
Developer and its engineer on status or problems regarding the project, coordination for final inspection and
acceptance, project monitoring during the warranty period, and processing of requests for reduction in security.
Construction observation shall include full to part time inspection of all work associated with the improvements.
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Based on past experience it is estimated that an escrow of five percent (5%) shall be sufficient to cover the
City related expenses associated with the work. Delays, change in work scope, contractor performance, etc.
can all contribute to this amount not being sufficient. All City costs experienced in excess of the escrow are
the responsibility of the Developer. These costs will be billed directly to the Developer and become due per
the terms stated in Section 26. Upon acceptance of all completed improvements, as required by this
agreement, any remaining balance will be returned to the Developer within 30 days.
18. SANITARY SEWER EXTENSION FEE. The parent parcels of the Meadowsweet Bend plat
were not assessed the trunk portion of the sanitary sewer that extends along the south side of the subdivision;
therefore, this phase of development of Meadowsweet Bend is subject to a sanitary sewer extension fee
calculated as follows:
33 dwelling units x $9030.00/unit = $297,990.00
The fee is due prior to releasing the final plat for recording.
19. CONSTRUCTION ACCESS. Construction traffic for grading, public utility construction, and
public street construction is restricted to access the subdivision via County Road 33 (Ranch Road). No
construction traffic is permitted on the adjacent local streets.
20. PARK DEDICATION. The Developer shall pay a pro-rated cash contribution of $74,055.63 in
satisfaction of the City’s park dedication requirements. The charge was calculated as follows: 33 lots at $
2,244.11 per lot.
The pro-rated amount is calculated at 73.2% of the standard park dedication rate ($3,065.73/lot)
outlined in the city’s fee schedule. The reduced amount accounts for two parcels to be dedicated to the City
as partial credit for the full dedication requirement. The two parcels are identified with the city council’s approval
of the preliminary plat. First, the 1.65-acre outlot along the east side of Burr Oak Park. Second, the parcel
abutting the northwest corner of Burr Oak Bark, less the area encumbered by the overhead power easement,
calculated at 0.74 acres. Ordinance requires a full land dedication of 8.7984 acres. The described land
dedication shall occur with future plats of the Property and will then satisfy 26.8% of dedication requirements,
leaving 73.2% to be satisfied with a per lot cash dedication.
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21. LANDSCAPING. Unless the lot already has two (2) trees on it, the Developer or lot purchaser
shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of which must be
planted in the front yard. Trees that are chosen by the Developer or property owner cannot cause a public
nuisance, such as cotton producing trees, or trees that may become a public hazard due to insect infestation
or weak bark. The minimum deciduous tree size shall be two (2) inches caliper, balled and burlapped.
Evergreen trees must be at least eight feet (8’) tall. The trees may not be planted in the right-of-way. The
Developer or lot purchaser shall sod the front yard, boulevard, and side yards to the rear of the structure on
every lot or as otherwise agreed between the City and the Developer. Weather permitting, the trees, sod,
and seed shall be planted within sixty (60) days after a home has received a certificate of occupancy. Before
a certificate of occupancy is issued, a cash escrow of $1,000.00 per lot shall be furnished the City to
guarantee compliance with the landscaping requirements. If the landscaping is not completed in a timely
manner, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon
satisfactory completion of the landscaping the escrow funds, without interest, less any draw made by the
City, shall be returned to the person who deposited the funds with the City. All trees shall be warranted to
be alive, of good quality, and disease free for twelve (12) months after planting. Any replacements shall be
warranted for twelve (12) months from the time of planting. The Developer or property owner is responsible
for contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent
(50%) of the security will be released when all the landscaping has been installed and inspected by City
staff and the remaining fifty percent (50%) will be released one year after the landscaping inspection and
any warranty work has been completed.
22. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Compliance with City Resolution No. _____ granting final plat approval and the conditions stated
therein.
B. Concurrent with the City accepting the public improvements, the Developer shall convey Outlot C
to the City by warranty deed, free and clear of any and all encumbrances.
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C. The City will not assume ownership of the private sanitary system and prior to acceptance of any
public improvements, the City Engineer will review the Home Owners Association (HOA)
documents specific to the long-term maintenance plans and obligations related to the private
sanitary sewer system.
D. The Developer shall install a temporary turnaround on the west end of 217th Ave NW until it is
extended to the west with the second phase of the MEADOWSWEET BEND development.
E. Prior to releasing the final plat for recording, the Developer shall furnish a boundary survey of the
proposed property to be platted with all property corner monumentation in place and marked with
lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey.
The Developer shall post a $3,700 security for the final placement of interior subdivision iron
monuments at property corners. The security was calculated as follows: 37 lots/outlots at $100.00
per lot/outlot. The security will be held by the City until the Developer's land surveyor certifies that
all irons have been set following site grading and utility and street construction. In addition, the
certificate of survey must also include a certification that all irons for a specific lot have either been
found or set prior to the issuance of a building permit for that lot.
F. The Developer shall be responsible for the cost of street light installation consistent with a street
lighting plan approved by Elk River Municipal Utilities.
G. The Developer is required to submit the final plat in electronic format. The electronic format shall
be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities,
streets) shall be in electronic format in accordance with standard City specifications. All constructed
public utilities shall be field surveyed after construction with all location, elevation, and data
attributes information, deliverable to the City in an approved sub-foot accurate GIS/GPS format.
H. Until the public improvements are accepted by the City or a written agreement expressly reached
in advance, the Developer is responsible for snow removal and ensuring access by Emergency
Response vehicles and equipment.
I. All mailboxes shall be in a style and location acceptable to the Elk River Postmaster.
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J. The Developer shall convey to the City, prior to the final approval of plans and specifications and
at no cost to the City, all permanent and temporary easements for the installation and
maintenance of all public improvements determined to be necessary by the City. All such
easements shall be in a recordable form acceptable to the City and contain such terms and
conditions as the City may prescribe.
23. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of
this Contract, payment of real estate taxes including interest and penalties, payment of special assessments,
payment of the costs of all public improvements, and construction of all public improvements, the Developer
shall furnish the City with a cash escrow, or letter of credit, in the form attached hereto, from a bank ("security")
for $ 1,120,000.00. The amount of the security was calculated as follows:
CONSTRUCTION COSTS:
A. Storm Sewer/Drain tile $ 70,000.00
B. Streets $ 700,000.00
E. Erosion Control/Stormwater Basins,
Restoration, Grading Certification $ 350,000.00
CONSTRUCTION TOTAL $ 1,120,000.00
This breakdown is for historical reference; it is not a restriction on the use of the security. The bank
shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5)
business days written notice to the Developer, for any violation of the terms of this Contract or without notice
if the security is allowed to lapse prior to the end of the required term. If the required public improvements are
not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down
without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of
proof satisfactory to the City that work has been completed and financial obligations to the City have been
satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the
financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's
engineer shall be retained as security until all improvements have been completed, all financial obligations to
the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is
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provided, and the public improvements are accepted by the City Council. The City’s standard specifications
for utility and street construction outline procedures for security reductions.
24. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Contract which must be furnished to the City prior to the Mayot signing the final plat:
A. Park Dedication $ 74,055.63
B. City Engineering Administration $ 56,000.00 (5% of public improvement costs)
C. Sewer Extension Fee $ 297,990.00
TOTAL CASH REQUIREMENTS $ 428,045.63
25. WARRANTY. The Developer warrants all improvements required to be constructed by it
pursuant to this Contract against poor material and faulty workmanship. The warranty period for streets is two
years. The warranty period for underground utilities is two years and shall commence following completion
and acceptance by City Council. The two year warranty period on streets shall commence after the final wear
course has been installed and accepted by the City Council. The Developer shall post maintenance bonds or
a letter of credit in the amount of twenty-five percent (25%) of final certified construction costs to secure the
warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the
maintenance bonds or letter of credit are furnished to the City or until the warranty period expires, whichever
first occurs. The retainage may be used to pay for warranty work if the Developer fails to timely perform such
work; provided the Developer is first given notice of the work in default not less than five (5) business days in
advance, except that no notice is required in an emergency as determined by the City. The City’s standard
specifications for utility and street construction identify the procedures for final acceptance of streets and
utilities.
26. RESPONSIBILITY FOR COSTS.
A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in
conjunction with the development of the plat, including but not limited to Soil and Water
Conservation District charges, legal, planning, engineering and construction observation inspection
expenses incurred in connection with approval and acceptance of the plat, the preparation of this
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Contract, review of construction plans and documents, and all costs and expenses incurred by the
City in monitoring and inspecting development of the plat.
B. The Developer shall hold the City and its officers, employees, and agents harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from plat approval
and development. The Developer shall indemnify the City and its officers, employees, and agents
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims,
including attorneys' fees.
C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract,
including engineering and reasonable attorneys' fees.
D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is
attached, all special assessments referred to in this Contract. This is a personal obligation of the
Developer and shall continue in full force and effect even if the Developer sells one or more lots,
the entire plat, or any part of it.
E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this
Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat
development and construction until the bills are paid in full. Bills not paid within thirty (30) days
shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the Developer
shall pay in full all bills submitted to it by the City prior to any reductions in the security for the
development.
F. In addition to the charges and special assessments referred to herein, other charges and special
assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City
sewer connection charges, and building permit fees.
27. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to
be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly
reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as
determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance.
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This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for
permission to enter the land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
28. MISCELLANEOUS.
A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state,
and federal laws and regulations, including but not limited to: subdivision ordinances, zoning
ordinances, and environmental regulations. If the City determines that the plat does not comply,
the City may, at its option, refuse to allow construction or development work in the plat until the
Developer does comply. Upon the City's demand, the Developer shall cease work until there is
compliance.
B. Third parties shall have no recourse against the City under this Contract.
C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits,
including lots sold to third parties.
D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for
any reason held invalid, such decision shall not affect the validity of the remaining portion of this
Contract.
E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior to
issuance of any building permits, except three (3) model homes on lots acceptable to the Building
Official where access to the model homes for emergency vehicles is provided and maintained at
all times.
F. If building permits are issued prior to the acceptance of public improvements, the Developer
assumes all liability and costs resulting in delays in completion of public improvements and damage
to public improvements caused by the City, Developer, its contractors, subcontractors, material
men, employees, agents, or third parties. No sewer and water connections or inspections may be
conducted and no one may occupy a building for which a building permit is issued on either a
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temporary or permanent basis until the streets needed for access have been paved with a
bituminous surface and the utilities are accepted by the City Engineer.
G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of
this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and
approved by written resolution of the City Council. The City's failure to promptly take legal action
to enforce this Contract shall not be a waiver or release.
H. This Contract shall run with the land and may be recorded against the title to the property. In the
event this Contract is recorded, upon request by Developer, the City covenants to provide a
recordable Certificate of Completion within a reasonable period of time following the request, upon
the completion of the work and responsibilities required herein, payment of all costs and fees
required and compliance with all terms of the Contract. A release of this Contract may be provided
in the same manner and subject to the same conditions as a Certificate of Completion provided
there are no outstanding or ongoing obligations of Developer under the terms of this Contract. The
Developer covenants with the City, its successors and assigns, that the Developer is well seized
in fee title of the property being final platted and/or has obtained consents to this Contract, in the
form attached hereto, from all parties who have an interest in the property; that there are no
unrecorded interests in the property being final platted; and that the Developer will indemnify and
hold the City harmless for any breach of the foregoing covenants.
I. Insurance. Developer and Contractor shall provide a copy of the Development Contract to
their insurance professional for verification that the certificate of insurance is in compliance
with the requirements of the Development Contract. Prior to execution of the final plat,
Developer and its general contractor shall furnish to the City a certificate of insurance showing
proof of the required insurance required under this Paragraph. Developer and its general
contractor shall take out and maintain or cause to be taken out and maintained until six (6)
months after the City has accepted the public improvements, such insurance as shall protect
Developer and its general contractor and the City for work covered by the Contract including
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workers’ compensation claims and property damage, bodily and personal injury which may arise
from operations under this Contract, whether such operations are by Developer and its general
contractor or anyone directly or indirectly employed by either of them. The minimum amounts of
insurance shall be as follows:
Commercial General Liability (or in combination with an umbrella policy)
$2,000,000 Each Occurrence
$2,000,000 Products/Completed Operations Aggregate
$2,000,000 Annual Aggregate
The following coverages shall be included:
Premises and Operations Bodily Injury and Property Damage
Personal and Advertising Injury
Blanket Contractual Liability
Products and Completed Operations Liability
Automobile Liability
$2,000,000 Combined Single Limit – Bodily Injury & Property Damage
Including Owned, Hired & Non-Owned Automobiles
Workers Compensation
Workers’ Compensation insurance in accordance with the statutory requirements of the State
of Minnesota, including Employer’s Liability with minimum limits are as follows:
• $500,000 – Bodily Injury by Disease per employee
• $500,000 – Bodily Injury by Disease aggregate
• $500,000 – Bodily Injury by Accident
The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”.
All insurance policies (or riders) required by this Contract shall be (i) taken out by and
maintained with responsible insurance companies organized under the laws of one of the states
of the United States and qualified to do business in the State of Minnesota, (ii) shall name the
City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement
which shall be filed with the City and (iii) shall identify the name of the plat. A copy of the
endorsement must be submitted with the certificate of insurance.
Developer’s and general contractor’s policies and Certificate of Insurance shall contain a
provision that coverage afforded under the policies shall not be cancelled without at least thirty
(30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of
premium.
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An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or
general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by
this Contract.
J. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify
and hold harmless the City, and its employees, officials, and agents from and against all claims,
actions, damages, losses and expenses, including reasonable attorney fees, arising out of
Developer’s negligence or its performance or failure to perform its obligations under this
Contract. Developer’s indemnification obligation shall apply to Developer’s general contractor,
subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for
whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive
the completion or termination of this Contract.
K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every
other right, power or remedy, express or implied, now or hereafter arising, available to City, at law
or in equity, or under any other agreement, and each and every right, power and remedy herein
set forth or otherwise so existing may be exercised from time to time as often and in such order as
may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time
thereafter any other right, power or remedy.
L. The Developer may not assign this Contract without the written permission of the City Council. The
Developer's obligation hereunder shall continue in full force and effect even if the Developer sells
one or more lots, the entire plat, or any part of it, until the City’s issuance of a Certificate of
Completion and Release.
M. Retaining walls that require a building permit shall be constructed in accordance with plans and
specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota.
Following construction, a certification signed by the design engineer shall be filed with the Building
Official evidencing that the retaining wall was constructed in accordance with the approved plans
and specifications. All retaining walls identified on the development plans and by special conditions
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referred to in this Contract shall be constructed before any other building permit is issued for a lot
on which a retaining wall is required to be built.
N. Should the Developer convey any lot or lots in the Development to a third party, the City and the
owner of that lot or those lots may amend this Development Contract or other city approvals or
agreements for development or use of those lots without the approval or consent of the Developer
or other lot owners in the Development. Private agreements between the owners of lots within the
Development for shared service or access and related matters necessary for the efficient use of
the Development shall be the responsibility of the lot owners and shall not bind or restrict City
authority to approve applications from any lot owner in the Development.
29. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer, in care of Ben Schmidt,
via certified mail at the following address: 4800 Olson Memorial Highway, Suite 100, Golden Valley, MN
55422. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator,
or mailed to the City by certified mail in care of the City Administrator at the following address: Elk River
City Hall, 13065 Orono Parkway, Elk River, Minnesota 55330.
[The remainder of this page has been intentionally left blank.
Signature pages follow.]
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CITY OF ELK RIVER
BY: ___________________________________________
______________, Mayor
(SEAL)
AND __________________________________________
_________________, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF SHERBURNE )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2_____, by ________________ and by ____________, the Mayor and City Clerk of the City of Elk River, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
______________________________________________
NOTARY PUBLIC
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DEVELOPER:
BY: ___________________________________________
Its
STATE OF MINNESOTA )
)ss.
COUNTY OF ________ )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2_____, by __________________________________ the ____________________________________ of
______________________________________.
______________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, MN 55121
Telephone: 651-452-5000
AMP/smt
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FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
_______________________________________________________, fee owners of all or part of the
subject property, the development of which is governed by the foregoing Development Contract, affirm and
consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that
portion of the subject property owned by them.
Dated this _____ day of ____________, 2_____.
______________________________________
______________________________________
STATE OF MINNESOTA )
)ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by
______________________________________________________.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/smt
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MORTGAGE CONSENT
TO
DEVELOPMENT CONTRACT
_______________________________________________________, which holds a mortgage on the
subject property, the development of which is governed by the foregoing Development Contract, agrees that
the Development Contract shall remain in full force and effect even if it forecloses on its mortgage.
Dated this _____ day of ____________, 2_____.
______________________________________
______________________________________
STATE OF MINNESOTA )
)ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _____ day of ________________,
2_____, by __________________________________________________________________________.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/smt
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CONTRACT PURCHASER CONSENT
TO
DEVELOPMENT CONTRACT
_______________________________________________________________, which/who has a
contract purchaser's interest in all or part of the subject property, the development of which is governed by the
foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be
bound by the provisions as the same may apply to that portion of the subject property in which there is a
contract purchaser's interest.
Dated this _____ day of ____________, 2_____.
______________________________________
______________________________________
STATE OF MINNESOTA )
)ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _____ day of ________________, 2____,
by ____________________________________________________________________________.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/smt
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EXHIBIT “A”
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted as
Meadowsweet Bend
Lot 1, Block 1, MEADOWSWEET HILLS, Sherburne County, Minnesota
AND
The East Half of the Southwest Quarter of Section 8, Township 33, Range 26, Sherburne County,
Minnesota lying northerly of the centerline of County Road No. 33. EXCEPT the following
described tracts of land
1.) That part of the East Half of the Southwest Quarter of Section 8, Township 33, Range 26,
Sherburne County, Minnesota, described as follows: Commencing at the Southwest corner of said
East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 15 minutes
37 seconds East along the West line of said East Half of the Southwest Quarter, a distance of
947.60 feet to intersect with the centerline of County Road No. 33; thence South 62 degrees 35
minutes 50 seconds East along said centerline, a distance of 877.62 feet to the point of beginning
of the land to be described; thence North 27 degrees 24 minutes 10 seconds East, a distance of
412.49 feet; thence South 72 degrees 29 minutes 56 seconds East, a distance of 365.81 feet to
the east line of said East Half of the Southwest Quarter; thence South 0 degrees 18 minutes 13
seconds West along said east line, a distance of 534.02 feet to said centerline of County Road No.
33; thence North 62 degrees 35 minutes 50 seconds West along said centerline a distance of
603.62 feet to the point of beginning.
2.) That part of the following described property lying northwesterly of a described LINE A.
Said property described as follows:
All that part of the East Half of the Southwest Quarter of Section 8, Township 33, Range 26,
Sherburne County, Minnesota, described as commencing at the southwest corner of said East half
of the Southwest Quarter; thence North 0 degrees 15 minutes 37 seconds East, assumed bearing,
along the west line of said East Half of the Southwest Quarter, a distance of 947.60 feet to
intersect the centerline of County Road No. 33, also known as Ranch Road, said point of
intersection also being the actual point of beginning of the tract to be hereby described; thence
South 62 degrees 35 minutes 50 seconds East along said centerline, a distance of 305.00 feet,
more or less, to intersect the east line of the West 271.41 feet of said East Half of the Southwest
Quarter; thence North 0 degrees15 minutes 37 seconds East parallel with said west line of the
East half of the Southwest Quarter, a distance of 802.57 feet; thence North 62 degrees 35 minutes
50 seconds West, a distance of 305.00 feet to intersect said west line of the East half of the
Southwest Quarter; thence southerly along said west line, a distance of 802.57 feet to the point of
beginning.
Said LINE A described as follows:
Commencing at the southwest corner of said East Half of the Southwest Quarter; thence northerly
along the west line of said East Half of the Southwest Quarter, a distance of 1181.35 feet; thence
easterly deflecting to the right 90 degrees 00 minutes 00 seconds to the point of intersection with
the east line of the West 271.41 feet of said East Half of the Southwest Quarter, said point being
the point of beginning of said LINE A; thence southwesterly deflecting to the right 117 degrees 02
minutes 16 seconds to said centerline of County Road No. 33 and said LINE A there terminating.
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EXHIBIT “B”
TO
DEVELOPMENT CONTRACT
Development Plan Requirements
1. Lot and block numbers
2. Street Names
3. Storm sewer alignment with top and invert elevations. Also Flared ends with invert elevations
4. Centerline Street elevations at 100 foot stations with high and low points
5. Centerline street percent grades
6. Cul-de-sac percent grade along curb
7. Building setback lines
8. Final Contours
9. All proposed driveway slopes
10. House pads with house style and elevations
11. Front and rear lot corner elevations
12. Spot elevations at the rear of the house pads if the drainage is to be directed around the house
pad to the front
13. Typical lot detail indicating where lot and house elevations are shown to.
14. Legend with type of house styles and grade difference for garage floor to walkouts or lookouts.
15. Lot dimensions to the nearest foot
16. Typical street section
17. Drainage arrows at high points and major grade changes
18. Existing and proposed easements
19. Emergency overflows should be labeled and shown with spot elevations and drainage arrows.
Emergency overflows must be established for catch basins in the street and in rear yards. Areas
along rear lot lines which are below emergency overflows elevations shall be designated as
drainage easement on the final plat.
20. Wetland boundaries must be accurately shown
21. Development plan must be signed by a registered Land Surveyor or Engineer.
22. All trees within the subdivision that are to be preserved shall be fenced with a snow fence at the drip
line to prevent grading, compaction, or storage of equipment, debris or materials. Staff shall inspect the
fencing prior to grading. Cutting of trees between April 15 and July 15 shall not be permitted. The
Operator shall take other measures deemed appropriate by the Sherburne County Forester to control
oakwilt, such as, but not limited to: debarking or destroying fallen diseased trees prior to April 15, not
leaving roots exposed and avoiding mechanical damage on remaining trees.
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[BANK LETTERHEAD]
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Elk River
13065 Orono Parkway
Elk River, Minnesota 550330
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter
of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____, of
(Name of Bank) ";
b) Be signed by the City Administrator or Finance Director of the City of Elk River.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2_____.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45)
days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written
notice to the Elk River Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written
notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45)
days prior to the next annual renewal date addressed as follows: Elk River Finance Director, Elk River City Hall,
13065 Orono Parkway, Elk River, MN 55330, and is actually received by the Finance Director at least thirty (30)
days prior to the renewal date.
DEMAND(S) FOR PAYMENT MAY ALSO BE MADE BY FACSIMILE TRANSMISSION TO ________ OR SUCH
OTHER FAX NUMBER AS (NAME OF ISSUING BANK) MAY IDENTIFY IN A WRITTEN NOTICE TO YOU. TO
THE EXTENT PRESENTATION IS MADE BY FACSIMILE TRANSMISSION YOU MUST PROVIDE
TELEPHONE NOTIFICATION THEREOF TO (NAME OF ISSUING BANK) AT TELEPHONE NUMBER:
_________ PRIOR TO OR SIMULTANEOUSLY WITH THE SENDING OF SUCH FACSIMILE TRANSMISSION.
HOWEVER, THE ABSENCE OF SUCH TELEPHONE CONFIRMATION AS DESCRIBED ABOVE DOES NOT
AFFECT OUR OBLIGATION TO HONOR SUCH DRAWING, IF SUCH DRAWING IS OTHERWISE IN
COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS IRREVOCABLE LETTER OF CREDIT. IF
DEMAND FOR PAYMENT IS MADE BY FAX, PRESENTATION OF ORIGINAL DOCUMENTS IS NOT
REQUIRED.
OR
DEMAND(S) FOR PAYMENT TO BE MADE VIA EMAIL TO _______________. PRESENTATION OF ORIGINAL
DOCUMENTS IS NOT REQUIRED.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended,
amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be
made under this Letter of Credit.
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This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for
Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored
upon presentation.
[NAME OF BANK]
BY: ____________________________________
Its ______________________________
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Meadowsweet Bend
Final Plat
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Page 246 of 309
Background
§Applicant request approval of the first phase of
Meadowsweet Bend.
§CC approved the 104-lot preliminary plat on September
16, 2024
§Proposed addition plats 33 single-family lots
§Connection to city sewer, private well
§Approval included a sidewalk and a boulevard along the
city street.
§Staff and CC discussed changes to the approved design
on June 16, 2025, and asked for more information on the
options.
§Developer provided a graphic showing three trail/sidewalk
designs
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Alternative Discussed Last Month
Preliminary Plat Approval
Original/Staff Recommendation
§Parking location
discussion
§No separation
§City/owner
maintenance issues
§Most tree impacts
§Safest and efficient
maintenancePage 250 of 309
Actions Requested
Adopt resolution 25-39 approving the final plat of
Meadowsweet Bend, subject to the conditions included in
the memo.
§Condition 8 updates the typical section for the project.
Approve the development contract for Meadowsweet
Bend.
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