Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2811721230107-10162014
PROJECT LOCATION PART OF SECTION 28, TOWNSHIP 17, RANGE 21, HENNEPIN COUNTY, MINNESOTA. LEGAL DESCRIPTION LOT 3, REPEAT OF BLOCK 1, EMMA ABBOT PARK, HENNEPIN COUNTY, MINNESOTA DRAINAGE HARD SURFACE COMPARISON: EXISTING CONDITION vs PROPOSED CONDITION EXISTING (SF) PROPOSED (SF) HOUSE FOOTPRINT = 1,525 3,103 DRIVEWAY = 1,340 2,576 SIDEWALKS/STOOPS = 100 100 PATIO = 487 502 TOTAL HARD SURFACE = 3,452 6,281 HARD SURFACE INCREASE = 2,829 SF (EXISTING vs PROPOSED) 82.0 % AREA TO FRONT YARD = 2,265 4,112 AREA TO REAR YARD = 1,187 2,169 Rear yard area proposed hard surface is 982 sf larger than existing condition. Rear yard area drains to adjacent large wetland complex to the west. City staff indicates wetland complex is sufficient to handle storm water runoff and volume from additional hard surface. Ci ` ti I I / S ILT FENCE, c�3sp n.,�.. 77 / / I \ SILT FENCE YJ ? _.' X901 06� a 08� / / ,v� 9 910 / MAXgNJII DEPTH OF DISCIVM m7m IS 3= OF FILM MIT HEIOMr /�- 1r DMIA= COMPOST { FILTER SOCK flIUMLL ON FIAT 00DE FOR OPTIMUM PERFORMNCE x tr O METER FILTER SOCK MAY BE SFRCKED ONTO DOUBLE it D1100M sods IN Pfffl DML CONFI0AUTION FOR ADDED HEIGHT. 2" X 2" X 36" W60DEN STAKES PLACEDW O.C. DIs�;I+�Ron�mG FILA SITE LEGEND: -- -- Existing Property Line -- ---- - Existing Adjacent Property Line 12* D"&MMCOMPOST FILTER SOCK; 4 FT Existing Contour w/Elev. Text ------### ----- Proposed Contour w/Eley. Text u oF�iLtER Proposed Building ■■■■N■E■■■E■■ Proposed Silt Fence �`������'- 0 Proposed Inlet Protection Poo must be provided with a positive outflow. This work shall TEMPORARY DEWATERING DISCHARGE DETAIL be incidental to the grading contract. II m ,6 16 FIELD ADJUST SWALE GRADING A 96)k.3 I / BETWEEN ORC ; AROUND TREES ..A Q, / AS NECESSARY 41* L0 05 I // / /' / / ''• / E i/ p 922= 922.0 r5 . J / / - (�--Z 4(IT" m r I w ' / / I L_.�/ ?�' t..ca'ai' Jt'"1�`;? i'tr / l l l ,rn�y / � ■ l I '" L -2 / /STOCKPILE /' / SILT FENCE / o j/ r„ I / STOCKPILE ST I s 89 O 0 ,�i 1erA�.> sr, r / I SILT FENCE NOTES: ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA -1 OR CA -2 COURSE AGGREGATE. (WASHED) A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. ROCK CONSTRUCTION ENTRANCE DETAIL 2" x 2" WOOD POSTS FILTER FABRIC 4.0' O.C.RAFI-ENVIRO FENCE M APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE DIRECTION OF DRAINAGE BACKFILL 6" x 6" TRENCH s-� E UNDISTURBED SOIL SILT FENCE NOTES: 1. SILT FENCE SHALL BE BLACK IN COLOR. 2. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE, OR MACHINE SLICE TO 6" DEPTH. 3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC. 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. SILT FENCE DETAIL \Z'' fTtt 5. Entering/exiting of the site shall occur only at rock construction entrance to reduce tracking of dirt onto paved streets. Sediment tracked onto streets during working hours must be reclaimed via street scraping and sweeping at the end of each working day. 6. Temporary dewatering pump out to be discharged to constructed Temporary Dewatering Discharge per detail this sheet, or sediment filter ba constructed of min. 8oz g,qrRge floor I 9 iC1, 5 I non -woven filter fabric, to provide silt and sediment removal l2 1 i u ni I n o U 5 0-"< 1 ✓ e from storwater prior to discharge to appropriate drainage area. .5 POLLUTION PREVENTION NOTES = SILT `FENCE ,ne- 4 1. Solid waste: collected sediment, asphalt and concrete millings, 7"7,p v floating debris, paper, plastic, fabric, construction debris and other wastes must be disposed of properly off-site and must ■.I comply with MPCA requirements. '0_ 5. 75. f oux'` } ■I 2. Hazardous materials: oils, gasoline, paint, and any hazardous 9�8 �, ``p r :� ■It substance must be properly stored, including secondary �. , I'. t containment, to prevent spills, leaks or other discharge. \� Restricted access to storage areas must be provided to �o / `J� ■ ` prevent vandalism. Storage and disposal must be in g20~V ■ �, -1i compliance with MPCA regulations. ■ 1.. ', ^' I ' c`a, 3. External washingof trucks or other construction i not allowed on vehicles is , site. No engine degreasing is allowed on site. l SILT FENCE ' / 4. No concrete washouts are allowed on site. ♦ �� STOCKPILE SILT FENCE (I I VEGITA TION GROUND COVER SCHEDULE .•.1. Permanent turf ground cover shall include all disturbed areas �������� TEMPORARY ■ Q be covered with a minimum 4" topsoil and sodded or seeded r- STOCKPILE ■ ' as allowed b City, or as ■ y y proposed on City approved landscape 92 ` ■ ' plan for the project. - O 2. Temporary ground cover shall be MnDOT seed mix 150 shall be applied at 100 lbs/ac. MnDOT Type 1 mulch shall be applied ROCK I at 2 tons/ac and disc anchored in areas not covered d by sod v e w�a y �; � O or erosion blanket. \\ ENTRANCE 3. Fertilizer shall be MnDOT Type 1 10-10-20 and applied at 200 lbs/oc. Disc fertilizer into top 3" of soil. Specification __ ...._._.....__. __._... - I reference is MnDOT 2575. ^922-�� , ter:: ■ I I �� _ 4. Dormant seed mix shall be used after November 1 or when f`' ■, ° temperatures do not exceed 40° F, using some rates specified oj above. No seed shall be placed on snow or ice greater than `m. ■ l i 2„ in depth. 92 CG -23 HIGH-FLOW INLET INSERT- , 7r ■ t I 5. Any seeded areas that do not become established with � 2 vegetation shat! be reseeded at Contractor's 9 expense. 6. Erosion blanket shall be installed in seed areas with ground 3Q \ I surface slopes of 5H:1 V or steeper. SILT FENCE 9 M �x STORM CASTING DEFLECTOR (TYP) PLATE ASSEMBLY OVERFLOW #2 - TOP OF CURB BOX OVERFLOW #1 - CENTER OF FILTER ASSEMBLY FABRIC NOTES: 1) CONTRACTOR OPTION TO USE WIMCO INLET PROTECTION INSERT OR EQUAL. INLET PROTECTION DETAIL W ..' 0 20 40 60 GRAPHIC SCALE IN FEET CLIENT: REFINED, LLC 5905 Fairfax Ave Edina, MN 55424 612-961-9101 to any excavation (1-800-252-1166.) EROS/ON CONTROL NOTES " 12* D"&MMCOMPOST FILTER SOCK; 4 FT 1. All devices necessary to control erosion and sediment (I.E. cc u oF�iLtER underground utilities with utility companies prior to any perimeter silt fence, rock construction entrances, swales, ponds, Nft MW AT MNNIMM 6' DIMIETM C$aE Top nut of hydrant at berms, ETC.) shall be installed prior to any other construction 7601 73rd Avenue North southeast corner of Division operations. Minneapolis, MN 55428 2. Temporary erosion control soil stabilization shall be completed �1- 763-560-3093 Elevation = 899.33 feet within 72 hours of disturbed areas that are to remain fallow "� �*-;�' §, _. work. NGVD 1929 and in an unfinished temporary condition. Temporary C Erosion control maintenance shall be performed by the Grading °a o stabilization to be completed in compliance with MnDOT 2575 „ _:,.• Contractor, and removed as per the Contract Documents or as � .H specifications. directed by the Owner, followed by all necessary restoration of 3. After completion of final grading, exposed soils must be >,� ,:• disturbed area. X permanently stabilized within 72 hours. Stabilization shall consist -�"�.`b this project: Current standard ° of disc -anchored seed & mulch or sod as allowed by City, or cc specifications for the City of Edina; the latest Minnesota as proposed on City approved landscape plan for the project. areas. Grading tolerances for the remainder of the site shall be 4. The site must be kept in a well drained condition at all times. 00 0"ft 00 and all NPDES by these documents. The contractor shall be responsible for temporary ditches, or 9. N W other means necessary to ensure proper drainage. The building Poo must be provided with a positive outflow. This work shall TEMPORARY DEWATERING DISCHARGE DETAIL be incidental to the grading contract. II m ,6 16 FIELD ADJUST SWALE GRADING A 96)k.3 I / BETWEEN ORC ; AROUND TREES ..A Q, / AS NECESSARY 41* L0 05 I // / /' / / ''• / E i/ p 922= 922.0 r5 . J / / - (�--Z 4(IT" m r I w ' / / I L_.�/ ?�' t..ca'ai' Jt'"1�`;? i'tr / l l l ,rn�y / � ■ l I '" L -2 / /STOCKPILE /' / SILT FENCE / o j/ r„ I / STOCKPILE ST I s 89 O 0 ,�i 1erA�.> sr, r / I SILT FENCE NOTES: ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA -1 OR CA -2 COURSE AGGREGATE. (WASHED) A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. ROCK CONSTRUCTION ENTRANCE DETAIL 2" x 2" WOOD POSTS FILTER FABRIC 4.0' O.C.RAFI-ENVIRO FENCE M APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE DIRECTION OF DRAINAGE BACKFILL 6" x 6" TRENCH s-� E UNDISTURBED SOIL SILT FENCE NOTES: 1. SILT FENCE SHALL BE BLACK IN COLOR. 2. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE, OR MACHINE SLICE TO 6" DEPTH. 3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC. 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. SILT FENCE DETAIL \Z'' fTtt 5. Entering/exiting of the site shall occur only at rock construction entrance to reduce tracking of dirt onto paved streets. Sediment tracked onto streets during working hours must be reclaimed via street scraping and sweeping at the end of each working day. 6. Temporary dewatering pump out to be discharged to constructed Temporary Dewatering Discharge per detail this sheet, or sediment filter ba constructed of min. 8oz g,qrRge floor I 9 iC1, 5 I non -woven filter fabric, to provide silt and sediment removal l2 1 i u ni I n o U 5 0-"< 1 ✓ e from storwater prior to discharge to appropriate drainage area. .5 POLLUTION PREVENTION NOTES = SILT `FENCE ,ne- 4 1. Solid waste: collected sediment, asphalt and concrete millings, 7"7,p v floating debris, paper, plastic, fabric, construction debris and other wastes must be disposed of properly off-site and must ■.I comply with MPCA requirements. '0_ 5. 75. f oux'` } ■I 2. Hazardous materials: oils, gasoline, paint, and any hazardous 9�8 �, ``p r :� ■It substance must be properly stored, including secondary �. , I'. t containment, to prevent spills, leaks or other discharge. \� Restricted access to storage areas must be provided to �o / `J� ■ ` prevent vandalism. Storage and disposal must be in g20~V ■ �, -1i compliance with MPCA regulations. ■ 1.. ', ^' I ' c`a, 3. External washingof trucks or other construction i not allowed on vehicles is , site. No engine degreasing is allowed on site. l SILT FENCE ' / 4. No concrete washouts are allowed on site. ♦ �� STOCKPILE SILT FENCE (I I VEGITA TION GROUND COVER SCHEDULE .•.1. Permanent turf ground cover shall include all disturbed areas �������� TEMPORARY ■ Q be covered with a minimum 4" topsoil and sodded or seeded r- STOCKPILE ■ ' as allowed b City, or as ■ y y proposed on City approved landscape 92 ` ■ ' plan for the project. - O 2. Temporary ground cover shall be MnDOT seed mix 150 shall be applied at 100 lbs/ac. MnDOT Type 1 mulch shall be applied ROCK I at 2 tons/ac and disc anchored in areas not covered d by sod v e w�a y �; � O or erosion blanket. \\ ENTRANCE 3. Fertilizer shall be MnDOT Type 1 10-10-20 and applied at 200 lbs/oc. Disc fertilizer into top 3" of soil. Specification __ ...._._.....__. __._... - I reference is MnDOT 2575. ^922-�� , ter:: ■ I I �� _ 4. Dormant seed mix shall be used after November 1 or when f`' ■, ° temperatures do not exceed 40° F, using some rates specified oj above. No seed shall be placed on snow or ice greater than `m. ■ l i 2„ in depth. 92 CG -23 HIGH-FLOW INLET INSERT- , 7r ■ t I 5. Any seeded areas that do not become established with � 2 vegetation shat! be reseeded at Contractor's 9 expense. 6. Erosion blanket shall be installed in seed areas with ground 3Q \ I surface slopes of 5H:1 V or steeper. SILT FENCE 9 M �x STORM CASTING DEFLECTOR (TYP) PLATE ASSEMBLY OVERFLOW #2 - TOP OF CURB BOX OVERFLOW #1 - CENTER OF FILTER ASSEMBLY FABRIC NOTES: 1) CONTRACTOR OPTION TO USE WIMCO INLET PROTECTION INSERT OR EQUAL. INLET PROTECTION DETAIL W ..' 0 20 40 60 GRAPHIC SCALE IN FEET CLIENT: REFINED, LLC 5905 Fairfax Ave Edina, MN 55424 612-961-9101 �Im W Q Q II MM U X �Ot4 vN � II v 4 O m m W 0 2 U O V RESPONSIBLE PARTY Contact information for the responsible party for erosion control is: REFINED, LLC - General Contractor FILE NO. 00515 Andy Porter - Project Manager 14 b aO 612-961-9101 office /I 612-991-9301 mobile f oporter©refinedllc.com !� D7 Storm Water and Erosion Control Plan to any excavation (1-800-252-1166.) Survey Data By: Benchmark: C cc underground utilities with utility companies prior to any Lot Surveys Company Top nut of hydrant at 7601 73rd Avenue North southeast corner of Division Q Minneapolis, MN 55428 Street and Oxford Avenue. 6. Any erosion control items necessary to protect adjacent properties 763-560-3093 Elevation = 899.33 feet C work. NGVD 1929 ` C Erosion control maintenance shall be performed by the Grading °a o Contractor, and removed as per the Contract Documents or as � .H directed by the Owner, followed by all necessary restoration of GENERAL GRADING NOTES: disturbed area. X 1. Specifications applicable for this project: Current standard ° O cc specifications for the City of Edina; the latest Minnesota areas. Grading tolerances for the remainder of the site shall be Department of Transportation Specifications for Highway Construction; 00 0"ft 00 and all NPDES by these documents. requirements except where modified 9. N W 2. OSHA requirements shall be followed for all work on this project. travel ways clear of soil and debris. Daily cleaning at the Wi 3. The Contractor shall notify "Gopher State One Call" 48 hours prior It �Im W Q Q II MM U X �Ot4 vN � II v 4 O m m W 0 2 U O V RESPONSIBLE PARTY Contact information for the responsible party for erosion control is: REFINED, LLC - General Contractor FILE NO. 00515 Andy Porter - Project Manager 14 b aO 612-961-9101 office /I 612-991-9301 mobile f oporter©refinedllc.com !� D7 Storm Water and Erosion Control Plan to any excavation (1-800-252-1166.) 4. The Grading Contractor shall verify ail locations and elevations of underground utilities with utility companies prior to any construction, and immediately notify the Engineer of any conflicts. 5. Final Plat shall govern for easements and lot dimensions. 6. Any erosion control items necessary to protect adjacent properties shall be constructed prior to the start of excavation or grading la work. o 7. Erosion control maintenance shall be performed by the Grading °a o Contractor, and removed as per the Contract Documents or as � .H directed by the Owner, followed by all necessary restoration of disturbed area. B. The Gradin contractor shall provide 9 p positive drainage on the site ° at all times. Grading tolerances shall be 0.10' for hard surface c areas. Grading tolerances for the remainder of the site shall be a o 0.25'. R � e 9. The Grading Contractor shall keep public streets, parking lots, and ` o '4 travel ways clear of soil and debris. Daily cleaning at the e L C %.3 -° a .c construction entrance shall be performed, especially at the end of Cz CXZ P. each days work.`o ° oEj o E EROSION CONTROL INSTALLATION SCHEDULE !n 1. Silt fence shall be installed or restored prior to any construction. Silt :�'N Q z V ' fence shall be located as shown to intercept runoff. The area locatedi o beyond the perimeter silt fence shall not be disturbed during construction. �� 0 3 2. Rock Construction Entrance shall be installed prior to gradinga operations. 3. All storm, sewer inlets shall have inlet protection inserts installed. � 3 Inserts shall be "Road rain -Top Slab" or "Road Drain -Curb & Gutter" inlet protection devices as manufactured by WIMCO (or approved equal) and installed per manufacture's recommendations. 4. All erosion control installations shall remain in place and be maintained in good condition by the contractor until the site has been re -vegetated, at which time it shall be removed by the contractor. For proposed paved surface areas, the contractor may remove necessary silt fencing to construct roadway, while maintaining adequate erosion control in adjacent areas. 5. Sufficient topsoil shall be stockpiled to allow for the replacement of 4" topsoil for disturbed areas to be re -vegetated. 6. The contractor shall schedule site grading, utility installation and site construction so that the general site can be mulched and sodded or re -seeded as soon as possible soon after disturbance. Areas that will not be subject to construction traffic shall be seed and mulched or sodded within 72 hours of final grading. EROSION CONTROL MAINTENANCE SCHEDULE 1. Erosion control measures shall be inspected by the contractor's representative and maintained by the contractor every Friday and within 24 hours after any rainfall event larger than 1/2" until the project is completed. Maintenance requirements are as follows: silt fence - 1/3 height of fence or damaged, remove sediment and/or repair fence within 24 hours; rock entrance - refresh as necessary to conform to detail; inlet protection inserts - remove sediment after each rain event, clean or replace filter when clogged; surface water - drain and stabilize, within 72 hours of discovery; street sweeping - remove all sediment tracked onto paved surfaces within 24 hours or as directed by City Engineer. 2. Replacement - Fabric shall be replaced promptly when it decomposes or becomes ineffective before the barrier is no longer necessary. 3. Any sediment remaining in place after silt fence is no longer required N shall be dressed to conform with the existing grade, prepared, and seeded with appropriate seed mix, as directed by the engineer. O �- 4. Removal of the silt fence- Silt fences shall be removed when they m have served their useful purpose, but not before the upward sloping 3 area has been permanently stabilized. W QO O �Im W Q Q II MM U X �Ot4 vN � II v 4 O m m W 0 2 U O V RESPONSIBLE PARTY Contact information for the responsible party for erosion control is: REFINED, LLC - General Contractor FILE NO. 00515 Andy Porter - Project Manager 14 b aO 612-961-9101 office /I 612-991-9301 mobile f oporter©refinedllc.com !� D7 Storm Water and Erosion Control Plan