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Woods Of Witham Lane-Block 1-Lot 2_Approved825 830 835 824 826827 828829 831 832 833 834 836840845 850 855 841842843844 846847848 849 851 852853854 855860865870854856857858859861862863864866867868869871872840845850855860839841842843844846847848849851852853854856857858859 8 4 0 8368378388398 4 1 8 4 2 845850844 8468478488498518528538 4 3 BLOCK 2 1 15 101010 10 5 5 DS DS DS DS DS DS E EM E EM TT 11.3% 845.5 X 836.7X GF=849.7 848.8 X 3.5%BF=841.0 3:1 847.0X 840.5X842.0 X 845.0 X 4:1 843.0 X 836.72X 836.68X 842 SWAL E 7.6% 841 84084 5 84 5 846848839843 84 7 83783684084 9 X GB GB 848 LOT 13:1 38.2' 38.2' WITHAM LANE DENOTES SETBACK LINE (TYP.) DENOTES EASEMENT LINE (TYP.) 6" TILE FOR DOWNSPOUT CONNECTIONS 6" TILE FOR DOWNSPOUT CONNECTIONS DOWNSPOUT CONNECTIONS (TYP.) DOWNSPOUT CONNECTIONS (TYP.) DAYLIGHT 6" TILE DAYLIGHT 6" TILE NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSHUA BALZER, PE (MN) | 6/20/2023 9:59:48 AML:\PROJECTS\52250\CAD\SHEETS\52250-C4.01-GRAD.DWG:C4.01 GRADING PLANWOODS OF WITHAM LANE, BLOCK 1, LOT 2 KRETMAN RESIDENCE EAGAN, MN52250 06/08/2023 TK MA MA MARK ANDERSON 06-20-2023 23450 1.06-20-2023 TK MA REVISIONS PER CITY COMMENTS SCALE IN FEET 0 6030 NORTH GRADING PLAN 1 1 3 # PROPOSED EXISTING LEGEND THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SOIL BORING999.9 ST # DRAINTILE 902.50 902.50 SPOT ELEVATIONS RIPRAP EOF 902.50 OVERFLOW ELEV. BOUNDARY LINE RETAINING WALL WETLAND TREE LINE 902 CONTOUR CONCRETE CURB STORM SEWER BUILDING LINE HOUSE SETBACK REQUIREMENTS ·FRONT: 30 FT. ·SIDE: 10 FT. ·REAR: 15 FT. NOTE ENTIRE ROOF SHALL BE ROUTED TO TILE CONNECTIONS. NO DOWNSPOUTS SHALL DISCHARGE TO THE GROUND AROUND THE HOME. BLOCK 2 1 E EM E EM TT 11.3% 845.5 X 836.7X GF=849.7 848.8 X 3.5%BF=841.0 3:1 847.0X 840.5X842.0 X 845.0 X 4:1 843.0 X 836.72X 836.68X 842 SWAL E 7.6% 841 84084 5 84 5 846848839843 84 7 83783684084 9 X GB GB 848 LOT 13:1 38.2' 38.2' WITHAM LANE 825 830 835 824 826827 828829 831 832 833 834 836840845 850 855 841842843844 846847848 849 851 852853854 855860865870854856857858859861862863864866867868869871872840845850855860839841842843844846847848849851852853854856857858859 8 4 0 8368378388398 4 1 8 4 2 8 4 5 8508 4 4 8468478488498518528538 4 3 BIO LOGS STAKED IN PLACE BIO LOGS STAKED IN PLACE WOOD FIBER BLANKET & SEED WOOD FIBER BLANKET & SEED ROCK CONST. ENTRANCE LIMITS OF DISTURBANCE INSTALL 6" TO 10" DIAMETER RIP RAP AT TILE OUTLET BIO LOGS STAKED IN PLACE AT SLOPE BREAK (TYP.) INSTALL 6" TO 10" DIAMETER RIP RAP AT TILE OUTLET SILT FENCE SILT FENCE SILT FENCE NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | THOMAS KEELEY | 6/22/2023 2:38:31 PML:\PROJECTS\52250\CAD\SHEETS\52250-C5.01-EROS.DWG:C5.0X PHASE X EROSION CONTROL PLANWOODS OF WITHAM LANE, BLOCK 1, LOT 2 KRETMAN RESIDENCE EAGAN, MN52250 06/08/2023 TK MA MA MARK ANDERSON 06-20-2023 23450 1.06-20-2023 TK MA REVISIONS PER CITY COMMENTS SCALE IN FEET 0 6030 NORTH STORMWATER MANAGEMENT EXHIBIT 2 2 3 # EROSION AND SETTLEMENT CONTROL INSPECTION SCHEDULE, INCLUDING: ·EVERY 7 DAYS OF EXPOSED SOIL AREAS. ·WITHIN 24 HOURS OF A HALF INCH RAIN EVENT. ·EVERY 30 DAYS OF AREAS THAT ARE STABILILIZED, BUT CONSTRUCTION ACTIVITY CONTINUES. ·PRIOR TO RESUMING CONSTRUCTION FOLLOWING AN EXTENDED PAUSE IN ACTIVITY. EROSION AND SEDIMENT CONTROL MAINTENANCE SCHEDULE, INCLIDING: ·WITHIN 24 HOURS, REMOVE ANY SEDIMENTBUILD-UP ON PERIMETER CONTROL DEVICES EXCEEDING 1 3 OF THE DEVICE HEIGHT OR STORAGE CAPICITY. ·WITHIN 24 HOURS, MAINTAIN OR REPLACE ANY NON-FUNCTIONING POLLUTION PREVENTION DEVICES OR PRACTICES. ·WITHIN 24 HOURS OR SOONER IF DIRECTED BY CITY STAFF, REMOVE ANY DEPOSITED SEDIMENT, DEBRIS, OR TRASH FROM ADJACENT PROPERTIES, STREETS, OR SIDEWALKS FOLLOWING DISCOVERY. ·WITHIN 14 DAYS AFTER LAND DISTURBING ACTIVITIES HAVE STOPPED, TEMPORARILY OR PERMANENTLY STABILIZED EXPOSED SOILS. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED EXISTING LEGEND EROSION CONTROL NOTES BIO-ROLL (STAKED IN PLACE) SILT FENCE SILT DIKE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP# TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP) TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENTRANCE DRAINTILE 902 CONTOUR OVERFLOW ELEV.EOF 902.5 SOIL BORING999.9 ST # RIPRAP CONCRETE CURB STORM SEWER 1.TEMPORARY SEEDING - DISTURBED AREAS THAT ARE NOT YET AT FINAL GRADE BUT THAT WILL NOT BE ACTIVELY WORKED FOR 14 DAYS OR MORE MUST BE TEMPORARILY STABILIZED. TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHERE WORK HAS TEMPORARILY CEASED AND MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER WORK IN THAT PORTION OF THE SITE HAS TEMPORARILY CEASED. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING (SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3C. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3E MAY BE USED IN PLACE OF TEMPORARY MULCH. 2.PERMANENT STABILIZATION - ALL AREAS AT FINAL GRADE MUST BE STABILIZED WITHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION MUST BE INITIATED IMMEDIATELY WERE WORK HAS PERMANENTLY CEASED AND MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED. SEEDED AREAS SHALL BE PROTECTED WITH MULCH. PERMANENT MULCH SHALL CONFORM TO MN/DOT SPECIFICATION 3882, TYPE 3 AT 2 TONS/ACRE AND SHALL BE DISK ANCHORED. HYDRAULIC SOIL STABILIZER MAY BE USED IN PLACE OF MULCH IF APPROVED BY CIVIL ENGINEER. IF HYDRAULIC SOIL STABILIZER IS USED, IT SHALL BE MN/DOT TYPE 6. SEEDING NOTES WOOD FIBER BLANKET IMPERVIOUS AREA ·HOME: 2,110 SQ. FT. ·GARAGE: 1,020 SQ. FT. ·DRIVEWAY: 2,208 SQ. FT. ·SIDEWALK: 98 SQ. FT. ·STOOPS: 114 SQ. FT. DISTURBED AREA 18,176 SQ. FT. BLOCK 2 1 E EM E EM TT 842 841 84084 5 84 5 846848839843 84 7 83783684084 9 848 LOT 1 WITHAM LANE 825 830 835 824 826827 828829 831 832 833 834 836840845 850 855 841842843844 846847848 849 851 852853854 855860865870854856857858859861862863864866867868869871872840845850855860839841842843844846847848849851852853854856857858859 8 4 0 8368378388398 4 1 8 4 2 8 4 5 8508 4 4 8468478488498518528538 4 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | JOSHUA BALZER, PE (MN) | 6/13/2023 1:57:36 PML:\PROJECTS\52250\CAD\SHEETS\52250-L0.01-TREE.DWG:C5.0X PHASE X EROSION CONTROL PLANWOODS OF WITHAM LANE, BLOCK 1, LOT 2 KRETMAN RESIDENCE EAGAN, MN52250 06/08/2023 MJL MJL JRW JOHN R WORKMAN 06/13/2023 59119 1.06-20-2023 TK MA REVISIONS PER CITY COMMENTS SCALE IN FEET 0 6030 NORTH TREE PRESERVATION 3 3 3 # THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SECTION 11.70.13.D.-Allowable tree removal.1.Tree removal allowance. Specimen tree, significant tree, and significant woodland removal shall be in accordance with the city-approved tree preservation plan and in no case shall the amount of removal exceed the following percentages:(a)Single lot development.(1)Single-unit residential, 20 percent. CALCULATIONS 20 % ALLOWABLE TREE REMOVAL MITIGATION TREES REQUIRED LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED EAGAN LANDSCAPE CODE PLANT SCHEDULE WETLAND LIMITS TREELINE PROPOSED REMOVAL 13 TREES CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TREE PROTECTION FENCE LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP ALLOWED REMOVAL 13 TREES Tag #DBH B-Species Status 1 12 White pine Preserve 2 9 Kentucky coffe tree Preserve 3 7 Kentucky coffe tree Preserve 4 6 American Elm Preserve 5 6 Black Cherry Preserve 6 13 Sugar Maple Preserve 7 11 Sugar Maple Preserve 8 31 Silver maple Preserve 9 14 Silver maple Preserve 10 10 Sugar maple Preserve 11 7 Chry Preserve 12 12 Silver maple Preserve 13 24 Boxelder Preserve 14 15 American elm OFF SITE 15 7 White oak OFF SITE 16 16 Siberian elm Preserve 17 9 American elm Preserve 18 8 American plum Preserve 19 15 American plum Remove 20 13 White ash Remove 21 38 American basswood Preserve 22 8 American elm Preserve 23 25 American basswood Preserve 24 14 Ash Preserve 25 8 Elm Preserve 26 13 Ash Preserve 27 16 Ash Preserve 28 14 Boxelder Preserve 29 9 American elm Preserve 30 10 American elm Preserve 31 8 American elm Remove 32 27 American elm Remove 33 8 American elm Remove 34 8 American elm Remove 35 16 Ash Preserve 36 10 Ash Preserve 37 28 White oak Preserve 38 9 Ash Preserve 39 13 Boxelder Preserve 40 10 Ash Preserve 41 7 Ash Remove 42 6 Ash Preserve 43 12 Ash Preserve 44 15 Ash Preserve 45 8 American elm Preserve 46 15 Ash Preserve 47 13 Boxelder Preserve 48 18 Elm Preserve 49 16 Boxelder Preserve 50 15 Boxelder Remove 51 21 Boxelder Remove 52 19 Boxelder Remove 53 13 American elm Remove 54 12 American elm Remove 55 12 Ash Remove 56 20 Eastern pin oak Remove 57 14 Ash Preserve 58 12 Boxelder Preserve 59 14 Ash Preserve 60 17 White oak Preserve 61 17 White oak Preserve 62 29 White oak Preserve 63 12 Boxelder Preserve 64 10 Ash Preserve 65 23 White oak Preserve PROPOSED NONE REQUIRED NONE