8.1 SR 06-16-2025The 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
June 16, 2025
Prepared By
Zack Carlton, Community Development Director
Item Description
Resolution 25-32: Final Plat of Meadowsweet Bend
Reviewed by
Cal Portner
Tina Allard
Action Requested
Adopt Resolution 25-32 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 100% 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 Outlot C to the city as park dedication.
8. The typical street section shall be updated to include the sidewalk along the edge of the street.
9. Any item or condition found that indicates the site is likely to yield information important to pre-
history 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.
Background/Discussion
The preliminary plat of Meadowsweet Bend was approved on September 16, 2024, and included 104 single-
family lots. All the lots will connect to the city's sewer system, but will have their own private wells. The
applicant, Twin City Land Development, is seeking approval of the first phase, which will plat 33 new 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.
Page 580 of 637
However, 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.
Staff recommend widening the roadway section to include the sidewalk along the edge of the road and
delineating the sidewalk area using pavement striping. This will reduce the maintenance burden for residents
as they will not need to maintain the longer than usual sidewalk sections, and it will reduce the city's
maintenance costs as the walking area will be cleared at the same time as the streets are plowed.
Financial Impact
None
Mission/Policy/Goal
Support the growth and development of the community.
Improve citizen quality of life.
Attachments
1. Location Map
2. Overall Site Plan
3. Final Plat
4. Civil Plans dated May 27, 2025
5. Final Plat Resolution
6. Updated Roadway Section
7. 8.1 Meadowsweet Bend Final Presentation Plat
Page 581 of 637
Page 582 of 637
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 583 of 637
Sherburne County, MNVICINITY MAPSec. 8, Twp. 33, Rng. 26SITEPage 584 of 637
Sherburne County, MNVICINITY MAPSec. 8, Twp. 33, Rng. 26SITEPage 585 of 637
Sherburne County, MNVICINITY MAPSec. 8, Twp. 33, Rng. 26SITEPage 586 of 637
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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 587 of 637
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 588 of 637
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 589 of 637
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 590 of 637
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 591 of 637
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 592 of 637
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 593 of 637
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 594 of 637
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 595 of 637
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 596 of 637
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 597 of 637
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 598 of 637
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 599 of 637
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 600 of 637
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 601 of 637
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 602 of 637
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 603 of 637
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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 604 of 637
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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 605 of 637
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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 606 of 637
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 607 of 637
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 608 of 637
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 609 of 637
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 610 of 637
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 611 of 637
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 612 of 637
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 613 of 637
Resolution 25-32
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.
Page 614 of 637
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 16th day of June 2025.
John J. Dietz, Mayor
ATTEST:
Tina Allard, City Clerk
Page 615 of 637
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.
Page 616 of 637
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 100% 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 issuance
of building permits.
5. Staff approval of all site, civil, and landscaping plans.
6. Park dedication will be paid at a prorated amount based on the land dedication outlined in
the preliminary plat approval.
7. The developer shall deed Outlot C to the city as park dedication.
8. The typical street section shall be updated to include the sidewalk along the edge of the
street.
9. Any item or condition found that indicates the site is likely to yield information important
to pre-history 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.
Page 617 of 637
Page 618 of 637
Meadowsweet Bend
Final Plat
Page 619 of 637
Page 620 of 637
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 propose modifying the sidewalk placement to ease
maintenance concerns for residents and the city.
Page 621 of 637
Page 622 of 637
Page 623 of 637
Approved Road Section
Proposed Road Section
Page 624 of 637
Page 625 of 637
Actions Requested
Adopt resolution 25-32 approving the final plat of
Meadowsweet Bend, subject to the conditions included in
the memo.
§Condition 8 updates the typical section for the project.
Page 626 of 637