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<br />SILT FENCE --i
<br />�f q>
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<br />9474
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<br />SILT FENCE--
<br />347-
<br />I W L YYHOI'1GU RV 1
<br />NOTES:
<br />ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA -1
<br />OR CA -2 COURSE AGGREGATE. (WASHED)
<br />A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT
<br />MIGRATION OF THE UNDERLYING SOIL INTO THE STONE.
<br />ROCK CONSTRUCTION ENTRANCE DETAIL
<br />ROCK
<br />CONSTRUCTION
<br />ENTRANCE
<br />b,i
<br />2" x 2" WOOD POSTS
<br />4.0' O.C.
<br />DIRECTION OF
<br />DRAINAGE
<br />E
<br />g cm,,r
<br />346.29
<br />' SILT FENCE
<br />-1 Z95r
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<br />r MAW` '''\IDO
<br />i
<br />STOCKPILE
<br />SILT FENCE
<br />TEMPORARY
<br />STOCKPILE
<br />All ANVA
<br />17
<br />ILT FENCE
<br />FILTER FABRIC
<br />MIRAFI-ENMRO FENCE
<br />R APPROVED EQUAL)
<br />MIN. 30" - MAX. 36"
<br />ABOVE GRADE
<br />6" x 6"
<br />UNDISTURBED SOIL
<br />LEGAL DESCRIPTION
<br />LOTS 16, 17, 18, AND 19,
<br />ORA PARK ON LAKE MINNETONKA,
<br />HENNEPIN COUNTY, MINNESOTA
<br />PROJECT LOCATION
<br />PART OF SECTION 10,
<br />TOWNSHIP 117, RANGE 23,
<br />HENNEPIN COUNTY, MINNESOTA
<br />SITE LEGEND:
<br />{ EROSION CONTROL NOTES
<br />1. All devices necessary to control erosion and sediment (I.E.
<br />perimeter silt fence, rock construction entrances, swales,
<br />ponds, berms, ETC.) shall be installed prior to any other
<br />construction operations.
<br />2. Temporary erosion control soil stabilization shall be completed
<br />within 72 hours of disturbed areas that are to remain fallow
<br />' \ ~ and in an unfinished temporary condition. Temporary
<br />i stabilization to be completed in compliance with MnDOT 2575
<br />i t I specifications.
<br />a"r y f y 3. After completion of final grading, exposed soils must be
<br />/4-6, permanently stabilized within 72 hours. Stabilization shall
<br />/ tw",1,,, ,j,
<br />n 'e
<br />consist of disc -anchored seed & mulch or sod as allowed by
<br />City, or as proposed on City approved landscape plan for theSILT FENCE
<br />project.
<br />� h,v• �._ - 4. The site must be kept in a well drained condition at all
<br />♦ �/ _ �Z� j X times. The contractor shall be responsible for temporary
<br />t lid. ,r ;� ,�+ ditches, or other means necessary to ensure proper drainage.
<br />♦ <; ts�� j' % The building pad must be provided with a positive outflow.
<br />`0 ' -- %` i� j This work shall be incidental to the grading contract.
<br />1 ^�� 7 jf y S 5. Entering/exiting of the site shall occur only at rock
<br />construction entrance to reduce tracking of dirt onto paved
<br />r'j `Y jJf1° f``r f streets. Sediment tracked onto streets during working hours
<br />"4" �� j : L. -f> ` must be reclaimed via street scraping and sweeping at the
<br />end of each working day.
<br />6. Temporary dewatering pump out to be discharged to
<br />SILT FENCE
<br />constructed Temporary Dewatering Discharge per detail this
<br />non -woven filter fabric, to provide sift and sediment removal
<br />op� from storwater prior to discharge to appropriate drainage
<br />'14'. ' area.
<br />1'
<br />Me POLLUTION PREVENTION NOTES
<br />- 94 s 1 Sold waste• collected sediment asphalt and concrete millings
<br />Existing Property Line
<br />.............. I.................... ...................................
<br />Existing Adjacent Property Line
<br />-----## -----
<br />Existing Contour w/Elev. Text
<br />------### -----
<br />Proposed Contour w/Eley. Text
<br />ca
<br />C
<br />Proposed Building
<br />4o j
<br />42
<br />■■■■■e■N■E■■■
<br />Proposed Silt Fence
<br />Proposed Inlet Protection
<br />{ EROSION CONTROL NOTES
<br />1. All devices necessary to control erosion and sediment (I.E.
<br />perimeter silt fence, rock construction entrances, swales,
<br />ponds, berms, ETC.) shall be installed prior to any other
<br />construction operations.
<br />2. Temporary erosion control soil stabilization shall be completed
<br />within 72 hours of disturbed areas that are to remain fallow
<br />' \ ~ and in an unfinished temporary condition. Temporary
<br />i stabilization to be completed in compliance with MnDOT 2575
<br />i t I specifications.
<br />a"r y f y 3. After completion of final grading, exposed soils must be
<br />/4-6, permanently stabilized within 72 hours. Stabilization shall
<br />/ tw",1,,, ,j,
<br />n 'e
<br />consist of disc -anchored seed & mulch or sod as allowed by
<br />City, or as proposed on City approved landscape plan for theSILT FENCE
<br />project.
<br />� h,v• �._ - 4. The site must be kept in a well drained condition at all
<br />♦ �/ _ �Z� j X times. The contractor shall be responsible for temporary
<br />t lid. ,r ;� ,�+ ditches, or other means necessary to ensure proper drainage.
<br />♦ <; ts�� j' % The building pad must be provided with a positive outflow.
<br />`0 ' -- %` i� j This work shall be incidental to the grading contract.
<br />1 ^�� 7 jf y S 5. Entering/exiting of the site shall occur only at rock
<br />construction entrance to reduce tracking of dirt onto paved
<br />r'j `Y jJf1° f``r f streets. Sediment tracked onto streets during working hours
<br />"4" �� j : L. -f> ` must be reclaimed via street scraping and sweeping at the
<br />end of each working day.
<br />6. Temporary dewatering pump out to be discharged to
<br />SILT FENCE
<br />constructed Temporary Dewatering Discharge per detail this
<br />non -woven filter fabric, to provide sift and sediment removal
<br />op� from storwater prior to discharge to appropriate drainage
<br />'14'. ' area.
<br />1'
<br />Me POLLUTION PREVENTION NOTES
<br />- 94 s 1 Sold waste• collected sediment asphalt and concrete millings
<br />CG -23 HIGH-FLOW
<br />INLET INSERT ,
<br />STORM -
<br />CASTING
<br />(TYP)
<br />PLATE
<br />ASSEMBLY
<br />OVERFLOW #2 -
<br />TOP OF CURB BOX
<br />OVERFLOW #1 -
<br />CENTER OF FILTER
<br />ASSEMBLY
<br />SILT FENCE NOTES: FABRIC
<br />1. SILT FENCE SHALL BE BLACK IN COLOR. NOTES:
<br />2. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE, OR MACHINE SUCE TO 6" DEPTH.
<br />3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE IRENCH. 1) CONTRACTOR OPTION TO USE WIMCO INLET
<br />4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AID BACK FILL. PROTECTION INSERT OR EQUAL.
<br />5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC.
<br />6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.
<br />SILT FENCE DETAIL
<br />INLET PROTECTION DETAIL
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<br />TEMPORARY DEWATERING DISCHARGE DETAIL
<br />I ,
<br />floating debris, paper, plastic, fabric, construction debris and
<br />other wastes must be disposed of properly off-site and must
<br />comply with MPCA requirements.
<br />2. Hazardous materials: oils, gasoline, paint, and any hazardous
<br />substance must be properly stored, including secondary
<br />containment, to prevent spills, leaks or other discharge.
<br />Restricted access to storage areas must be provided to prevent
<br />vandalism. Storage and disposal must be in compliance with
<br />MPCA regulations.
<br />3. External washing of trucks or other construction vehicles is not
<br />allowed on site. No engine degreasing is allowed on site.
<br />4. No concrete washouts are allowed on site.
<br />VEGITA TION GROUND COVER SCHEDULE
<br />1. Permanent turf ground cover shall include all disturbed areas be
<br />covered with a minimum 4" topsoil and sodded or seeded as
<br />allowed by City, or as proposed on City approved landscape
<br />plan for the project.
<br />2. Temporary ground cover shall be MnDOT seed mix 150 shall be
<br />applied at 100 lbs/ac. MnDOT Type 1 mulch shall be applied
<br />at 2 tons/ac and disc anchored in areas not covered by sod
<br />or erosion blanket.
<br />3. Fertilizer shall be MnDOT Type 1 10-10-20 and applied at 200
<br />lbs/ac. Disc fertilizer into top 3" of soil. Specification
<br />reference is MnDOT 2575.
<br />4. Dormant seed mix shall be used after November 1 or when
<br />temperatures do not exceed 40° F, using some rates specified
<br />above. No seed shall be placed on snow or ice greater than
<br />2" in depth.
<br />5. Any seeded areas that do not become established with
<br />vegetation shall be reseeded at Contractor's expense.
<br />6. Erosion blanket shall be installed in seed areas with ground
<br />surface slopes of 5H:1 V or steeper.
<br />0 20 40 60
<br />G,�'APHIC SCALE IN FEET
<br />'Survey Data By: RECEIVED
<br />`ot Surveys Company JUL 19 2016
<br />?601 73rd Avenue North CITE' OF ORONO
<br />7Inneapolis, MN 55428
<br />63-560-3093
<br />GENERAL GRADING NOTES:
<br />1. Specifications applicable for this project: Current standard
<br />specifications for the City of Orono; the latest Minnesota Department
<br />of Transportation Specifications for Highway Construction; and all
<br />NPDES requirements except where modified by these documents.
<br />2. OSHA requirements shall be followed for all work on this project.
<br />3. The Contractor shall notify "Gopher State One Call" 48 hours prior to
<br />any excavation (1-800-252-1166.)
<br />4. The Grading Contractor shall verify all locations and elevations of
<br />underground utilities with utility companies prior to any construction,
<br />and immediately notify the Engineer of any conflicts.
<br />5. Final Plat shall govern for easements and lot dimensions.
<br />6. Any erosion control items necessary to protect adjacent properties shall
<br />be constructed prior to the start of excavation or grading work.
<br />7. Erosion control maintenance shall be performed by the Grading
<br />Contractor, and removed as per the Contract Documents or as
<br />directed by the Owner, followed by all necessary restoration of
<br />disturbed area.
<br />8. The Grading contractor shall provide positive drainage on the site at all
<br />times. Grading toter ces shall be 0.10' for hard surface areas.
<br />Grading tolerances f the remainder of the site shall be 0.25'.
<br />9. The Grading Contract shall keep public streets, parking lots, and
<br />travel ways clear of oil and debris. Daily cleaning at the
<br />construction entranc shall be ce-`o-^red, esoeci,a!!y at the end o'
<br />each day's work.
<br />EROSION CONTROL INSTALLATION SCHEDULE
<br />1. Silt fence shall be istc ed or restored prior to any construction. Silt fence
<br />shall be located as ,hc,,vn to intercept runoff. The area located beyond the
<br />perimeter silt fence she not be disturbed during construction.
<br />2. Rock Construction Entrc - ce shall be installed prior to grading operations.
<br />3. All storm sewer int shall have inlet protection inserts installed.
<br />Inserts shall be Ro rain -Top Slab" or "Road Drain -Curb & Gutter"
<br />inlet protection devi s as manufactured by WIMCO (or approved equal)
<br />and installed per m ufacture's recommendations.
<br />4. All erosion control in Ilations shall remain in place and be maintained in
<br />good condition by the contractor until the site has been re -vegetated, at
<br />which time it shall be removed by the contractor. For proposed paved surface
<br />areas, the contrac---r ay remove necessary silt fencing to construct roadway,
<br />while maintaining cceq ote erosion control in adjacent areas.
<br />5. Sufficient topsoil s-�illlbe stockpiled to allow for the replacement of 4" topsoil
<br />for disturbed areas to! be re -vegetated.
<br />6. The contractor she schedule site grading, utility installation and site
<br />construction so thc- the general site can be mulched and sodded or
<br />re -seeded as soor as possible soon after disturbance. Areas that will not be
<br />subject to construc_ c `, traffic shall be seed and mulched or sodded within 72
<br />hours of final gradin
<br />EROSION CONTROL MAINT E SCHEDULE
<br />1. = c --oi meas s shall be inspected by the contractor's representative
<br />Ona r join:�: -red by th contractor every Friday and within 24 hours after any
<br />rainfall event larger t n 1/2" until the project is completed. Maintenance
<br />requirements are as f lows: silt fence - 113 height of fence or damaged,
<br />remove sediment and, r repair fence within 24 hours; rock entrance -
<br />refresh as necessary conform to detail; inlet protection inserts - remove
<br />sediment after each n event, clean or replace filter when clogged; surface
<br />water - drain and st ilize, within 72 hours of discovery; street sweeping -
<br />remove all sediment t eked onto paved surfaces within 24 hours or as
<br />directed by City Engir, r.
<br />2. Replacement - Fabric hall be replaced promptly when it decomposes or
<br />becomes ineffective b ore the barrier is no longer necessary.
<br />3. Any sediment remain" in place after silt fence is no longer required shall be
<br />dressed to conform the existing grade, prepared, and seeded with
<br />appropriate seed mix, s directed by the engineer.
<br />4. Removal of the silt f e- Silt fences shall be removed when they have
<br />served their useful pu ose, but not before the upward sloping area has been
<br />permanently stabilized.
<br />RESPONSIVEPARTf'
<br />Contact information for th responsible party for erosion
<br />control is:
<br />CiTY DESIGN -I- BUILD, LL General Contractor
<br />Erich Hastreiter - Project oordinator
<br />612-886-3560 phone
<br />erichQcityhomesllc.com
<br />1081AG torr
<br />CLIENT.
<br />CITY HOMES
<br />DESIGN + BUILD, LLC
<br />4220 Crocker Ave
<br />Edina, MN 55416
<br />952-920-8250
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<br />CG -23 HIGH-FLOW
<br />INLET INSERT ,
<br />STORM -
<br />CASTING
<br />(TYP)
<br />PLATE
<br />ASSEMBLY
<br />OVERFLOW #2 -
<br />TOP OF CURB BOX
<br />OVERFLOW #1 -
<br />CENTER OF FILTER
<br />ASSEMBLY
<br />SILT FENCE NOTES: FABRIC
<br />1. SILT FENCE SHALL BE BLACK IN COLOR. NOTES:
<br />2. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE, OR MACHINE SUCE TO 6" DEPTH.
<br />3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE IRENCH. 1) CONTRACTOR OPTION TO USE WIMCO INLET
<br />4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AID BACK FILL. PROTECTION INSERT OR EQUAL.
<br />5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC.
<br />6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.
<br />SILT FENCE DETAIL
<br />INLET PROTECTION DETAIL
<br />is MMLL ON na Q� MR anrr lw OMWKE
<br />2 tY D Y M MM soot NM N: MOM ONM
<br />WJKK /1" ow[I@ MW N PMAWAL
<br />W VNtftg I FOR ADCm HOW
<br />TEMPORARY DEWATERING DISCHARGE DETAIL
<br />I ,
<br />floating debris, paper, plastic, fabric, construction debris and
<br />other wastes must be disposed of properly off-site and must
<br />comply with MPCA requirements.
<br />2. Hazardous materials: oils, gasoline, paint, and any hazardous
<br />substance must be properly stored, including secondary
<br />containment, to prevent spills, leaks or other discharge.
<br />Restricted access to storage areas must be provided to prevent
<br />vandalism. Storage and disposal must be in compliance with
<br />MPCA regulations.
<br />3. External washing of trucks or other construction vehicles is not
<br />allowed on site. No engine degreasing is allowed on site.
<br />4. No concrete washouts are allowed on site.
<br />VEGITA TION GROUND COVER SCHEDULE
<br />1. Permanent turf ground cover shall include all disturbed areas be
<br />covered with a minimum 4" topsoil and sodded or seeded as
<br />allowed by City, or as proposed on City approved landscape
<br />plan for the project.
<br />2. Temporary ground cover shall be MnDOT seed mix 150 shall be
<br />applied at 100 lbs/ac. MnDOT Type 1 mulch shall be applied
<br />at 2 tons/ac and disc anchored in areas not covered by sod
<br />or erosion blanket.
<br />3. Fertilizer shall be MnDOT Type 1 10-10-20 and applied at 200
<br />lbs/ac. Disc fertilizer into top 3" of soil. Specification
<br />reference is MnDOT 2575.
<br />4. Dormant seed mix shall be used after November 1 or when
<br />temperatures do not exceed 40° F, using some rates specified
<br />above. No seed shall be placed on snow or ice greater than
<br />2" in depth.
<br />5. Any seeded areas that do not become established with
<br />vegetation shall be reseeded at Contractor's expense.
<br />6. Erosion blanket shall be installed in seed areas with ground
<br />surface slopes of 5H:1 V or steeper.
<br />0 20 40 60
<br />G,�'APHIC SCALE IN FEET
<br />'Survey Data By: RECEIVED
<br />`ot Surveys Company JUL 19 2016
<br />?601 73rd Avenue North CITE' OF ORONO
<br />7Inneapolis, MN 55428
<br />63-560-3093
<br />GENERAL GRADING NOTES:
<br />1. Specifications applicable for this project: Current standard
<br />specifications for the City of Orono; the latest Minnesota Department
<br />of Transportation Specifications for Highway Construction; and all
<br />NPDES requirements except where modified by these documents.
<br />2. OSHA requirements shall be followed for all work on this project.
<br />3. The Contractor shall notify "Gopher State One Call" 48 hours prior to
<br />any excavation (1-800-252-1166.)
<br />4. The Grading Contractor shall verify all locations and elevations of
<br />underground utilities with utility companies prior to any construction,
<br />and immediately notify the Engineer of any conflicts.
<br />5. Final Plat shall govern for easements and lot dimensions.
<br />6. Any erosion control items necessary to protect adjacent properties shall
<br />be constructed prior to the start of excavation or grading work.
<br />7. Erosion control maintenance shall be performed by the Grading
<br />Contractor, and removed as per the Contract Documents or as
<br />directed by the Owner, followed by all necessary restoration of
<br />disturbed area.
<br />8. The Grading contractor shall provide positive drainage on the site at all
<br />times. Grading toter ces shall be 0.10' for hard surface areas.
<br />Grading tolerances f the remainder of the site shall be 0.25'.
<br />9. The Grading Contract shall keep public streets, parking lots, and
<br />travel ways clear of oil and debris. Daily cleaning at the
<br />construction entranc shall be ce-`o-^red, esoeci,a!!y at the end o'
<br />each day's work.
<br />EROSION CONTROL INSTALLATION SCHEDULE
<br />1. Silt fence shall be istc ed or restored prior to any construction. Silt fence
<br />shall be located as ,hc,,vn to intercept runoff. The area located beyond the
<br />perimeter silt fence she not be disturbed during construction.
<br />2. Rock Construction Entrc - ce shall be installed prior to grading operations.
<br />3. All storm sewer int shall have inlet protection inserts installed.
<br />Inserts shall be Ro rain -Top Slab" or "Road Drain -Curb & Gutter"
<br />inlet protection devi s as manufactured by WIMCO (or approved equal)
<br />and installed per m ufacture's recommendations.
<br />4. All erosion control in Ilations shall remain in place and be maintained in
<br />good condition by the contractor until the site has been re -vegetated, at
<br />which time it shall be removed by the contractor. For proposed paved surface
<br />areas, the contrac---r ay remove necessary silt fencing to construct roadway,
<br />while maintaining cceq ote erosion control in adjacent areas.
<br />5. Sufficient topsoil s-�illlbe stockpiled to allow for the replacement of 4" topsoil
<br />for disturbed areas to! be re -vegetated.
<br />6. The contractor she schedule site grading, utility installation and site
<br />construction so thc- the general site can be mulched and sodded or
<br />re -seeded as soor as possible soon after disturbance. Areas that will not be
<br />subject to construc_ c `, traffic shall be seed and mulched or sodded within 72
<br />hours of final gradin
<br />EROSION CONTROL MAINT E SCHEDULE
<br />1. = c --oi meas s shall be inspected by the contractor's representative
<br />Ona r join:�: -red by th contractor every Friday and within 24 hours after any
<br />rainfall event larger t n 1/2" until the project is completed. Maintenance
<br />requirements are as f lows: silt fence - 113 height of fence or damaged,
<br />remove sediment and, r repair fence within 24 hours; rock entrance -
<br />refresh as necessary conform to detail; inlet protection inserts - remove
<br />sediment after each n event, clean or replace filter when clogged; surface
<br />water - drain and st ilize, within 72 hours of discovery; street sweeping -
<br />remove all sediment t eked onto paved surfaces within 24 hours or as
<br />directed by City Engir, r.
<br />2. Replacement - Fabric hall be replaced promptly when it decomposes or
<br />becomes ineffective b ore the barrier is no longer necessary.
<br />3. Any sediment remain" in place after silt fence is no longer required shall be
<br />dressed to conform the existing grade, prepared, and seeded with
<br />appropriate seed mix, s directed by the engineer.
<br />4. Removal of the silt f e- Silt fences shall be removed when they have
<br />served their useful pu ose, but not before the upward sloping area has been
<br />permanently stabilized.
<br />RESPONSIVEPARTf'
<br />Contact information for th responsible party for erosion
<br />control is:
<br />CiTY DESIGN -I- BUILD, LL General Contractor
<br />Erich Hastreiter - Project oordinator
<br />612-886-3560 phone
<br />erichQcityhomesllc.com
<br />1081AG torr
<br />CLIENT.
<br />CITY HOMES
<br />DESIGN + BUILD, LLC
<br />4220 Crocker Ave
<br />Edina, MN 55416
<br />952-920-8250
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<br />FILE NO. 00606
<br />Erosion Control Plan
<br />2-040 S. akZ /-Ye.
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