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Updated Variance Materials
BRUNER RESIDENCE ENTRY GATE AND SHED VARIANCE PACKAGE Issued: January 28, 2022 L000 PROJECT INFORMATION N/A Sheet #Title PRELIMINARY PRICING SET VARIANCE APPLICATION BID SET PERMIT SET VARIANCE APPLICATION REVISIONS CD SET ENTRY GATE AND SHED VARIANCE L000 PROJECT INFORMATION ●●●●●●● L001 GENERAL NOTES ●●●●●● L009 EXISTING INCOMING SURVEY ●● L010 EXISTING CONDITIONS + REMOVALS PLAN ●●●●●●● L011 OVERLAY DIAGRAM ●●●●● L101 SITE PLAN ●●●●●●● L102 SURFACING + WALLS PLAN ●●●● L103 SITE FURNISHINGS + LIGHTING PLAN ●●●● L201 GRADING+ DRAINAGE PLAN ●●●●●●● L401 LANDSCAPE PLAN ●●●●●● L501 WALL + SITE ELEMENT ELEVATIONS ●●●●●● L502 ENTRY GATE ENTRY DIAGRAM ● L601 WALL, STAIR, + SURFACING DETAILS ●●●●●● L602 DRAINAGE + LIGHTING DETAILS ●●●●●● L603 SITE ELEMENT DETAILS ●●●●● L604 SPA AND PLUNGE POOL DETAILS ● L605 WEST STAIRCASE HELICAL PIER LAYOUT ● L606 ENTRY GATE DETAILS ● L607 PLANTING DETAILS ●●●●●●● L609 EROSION CONTROL + TREE PROTECTION DETAILS ●●●●●●● L700 SCHEDULES + SPECIFICATIONS ● SHEET INDEX LOCATION MAP SITE ADDRESS: 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 LOT SIZE: SEE EXISTING SURVEY INFORMATION LEGAL DESCRIPTION: SEE EXISTING SURVEY INFORMATION ZONING: SEE EXISTING SURVEY INFORMATION BUILDING SETBACK REQUIREMENTS SEE EXISTING SURVEY INFORMATION AND VARIANCE APPLICATION FOR PROJECT JURISDICTION: CITY OF CHANHASSEN, MN OWNER: BRIAN AND ELISE BRUNER 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 GENERAL CONTRACTOR: SURVEY INFO PROVIDED BY: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE #100 MINNEAPOLIS, MN 55413 T 612 466 3300 PROJECT INFO: PROJECT SITE A ABV ABOVE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AGG AGGREGATE ALGN ALIGNMENT ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURE AVG AVERAGE B BB BALLED AND BURLAPPED BC BACK OF CURB BFFE BASEMENT FINISHED FLOOR ELEVATION BLDG BUILDING BOC BOTTOM OF CURB BOP BOTTOM OF POOL BOR BOTTOM OF RAMP BOS BOTTOM OF STAIR BOT BOTTOM BOW BOTTOM OF WALL BTWN BETWEEN C CAL CALIPER CAP CAPACITY CB CATCH BASIN CHAM CHAMFER CIP CAST IN PLACE CIVIL CIVIL ENGINEER CJ CONTROL JOINT CL CENTER LINE CLR CLEAR, CLEARANCE CM CENTIMETER CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPOSITE, COMPACTED CONC CONCRETE COND CONDITION CONIF CONIFEROUS CONST CONSTRUCTION CONT CONTINUOUS CNTR CENTER CF CUBIC FEET CU CUBIC CY CUBIC YARDS D (D)DEEP, DEPTH DBL DOUBLE DECID DECIDUOUS DEMO DEMOLISH, DEMOLITION DET DETAIL DIA DIAMETER DIM/S DIMENSION/S DN DOWN DR DRAIN DWG/S DRAWING/S E E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE ETR EXISTING TO REMAIN E.W.EACH WAY EXP EXPOSED EXT EXTERIOR EXTG EXISTING F FDN FOUNDATION F.F.FILTER FABRIC FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FIN FINISH FL FLOOR FOB FACE OF BRICK FOC FACE OF CONCRETE FOW FACE OF WALL FT FEET, FOOT FTG FOOTING FURN FURNISHING FUT FUTURE G GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL, GENERATOR GEO GEO-TECHNICAL GL GLASS, GLAZING H (H)HIGH/HEIGHT HB HOSE BIB HC HANDICAP HDCP HANDICAP, HANDICAPPED HDWD HARDWOOD HDWR HARDWARE HORIZ HORIZONTAL H.P.HIGH POINT HR HANDRAIL HT HEIGHT I I.D.INSIDE DIAMETER, INSIDE DIMENSION I.E.INVERT ELEVATION IN INCH, INCHES INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT ELEVATION J JST JOIST JT JOINT K K.O.KNOCK OUT L (L)LENGTH L.A.LANDSCAPE ARCHITECT LB POUND L.F.LINEAR FOOT LOCN LOCATION LOD LIMITS OF DISTURBANCE L.P.LOW POINT LT LIGHT M MAINT MAINTAIN, MAINTENANCE MAS MASONRY MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MTL METAL N N NORTH N/A NOT APPLICABLE N.F.C.NOT FOR CONSTRUCTION N.I.C.NOT IN CONTRACT No.NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OVERALL O.C.ON CENTER O.D.OUTSIDE DIAMETER, OUTSIDE DIMENSION OFD OVERFLOW DRAIN OH OVERHEAD OHW ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE ORNM ORNAMENTAL P PA PLANTED AREA PAR PARALLEL PC POINT OF CURVATURE, PRECAST PERF PERFORATED PERP PERPENDICULAR PL PLATE, PROPERTY LINE PLYWD PLYWOOD PNT PAINT POB POINT OF BEGINNING POI POINT OF INTERSECTION POT POINT OF TANGENCY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT, PRESSURE TREATED PU POLYURETHANE PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVR PAVER Q QTR QUARTER QTY QUANTITY R R RISER, RELOCATE (R)RISER HEIGHT RAD RADIUS RD ROOF DRAIN REBAR REINFORCING BAR RECEPT RECEPTACLE RECT RECTANGULAR REF REFERENCE REINF REINFORCED, REINFORCEMENT REM REMOVE REQD REQUIRED RET RETAINING, RETURN REV REVISION RO ROUGH OPENING ROW RIGHT OF WAY RP RADIUS POINT RT RIGHT S S SOUTH SCHED SCHEDULE SECT SECTION SD STORM DRAIN S.F.SQUARE FEET SHT SHEET SIM SIMILAR SLR SEALER SPEC SPECIFICATION SPP SPECIES SQ SQUARE SS SANITARY SEWER SST STAINLESS STEEL ST STORM SEWER STA STATION STD STANDARD STL STEEL STRUCT STRUCTURE, STRUCTURAL SURF SURFACE, SURFACING S.Y.SQUARE YARD SYM SYMMETRICAL T (T)THICK T&B TOP AND BOTTOM TBC TOP OF BACK OF CURB TBD TO BE DETERMINED THR THRESHOLD TOC TOP OF CURB, TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOP TOP OF PAVING TOPO TOPOGRAPHY TOR TOP OF RAMP TOS TOP OF STAIR TOW TOP OF WALL TRANS ELECTRICAL TRANSFORMER TSL TOP OF SLAB TVLS TRAVIS VAN LIERE STUDIO TYP TYPICAL U UTIL UTILITY V VAR VARIABLE, VARIES VEH VEHICLE VIF VERIFY IN FIELD VERT VERTICAL VOL VOLUME W W WEST (W)WIDE, WIDTH W/WITH W/O WITHOUT WD WOOD WL WATER LEVEL WP WATERPROOF, WORK POINT WS WATER SUPPLY WT WEIGHT WTR WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH Y YD YARD SYMBOLS &AND ∠ANGLE ⌒ARC LENGTH @ AT ℄CENTER LINE Ø DIAMETER °DEGREE #NUMBER, POUND /PER ±PLUS/MINUS ⅊PROPERTY LINE ℄SF X X X X LOD OHW SS ST LANDSCAPE LINE LEGENDLANDSCAPE SYMBOL LEGENDLANDSCAPE ABBREVIATIONS EXISTING SPOT ELEVATION000.00 PROPOSED SPOT ELEVATION DET SHT DET SHT TRAFFIC FLOW X EXISTING TREES TO BE REMOVED EXISTING TREES TO BE SAVED AND PROTECTED NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW SHRUB NEW PERENNIAL/ANNUAL CB RD AD AIR CONDITIONER UNIT CATCH BASIN, ROOF DRAIN, OR AREA DRAIN GAS METER WATER METER S P.E. GEN.GENERATOR HOSE BIB EXTERIOR ELECTRICAL OUTLET EXTERIOR LIGHT SWITCH AC HB WTR GAS LIGHT FIXTURES TRASH CONTAINER PLANTER POT SWING GATE SHT SHT PUP-UP EMITTER -XP -XW -XE -XS -XL -XR -XF X XXX XXX.XX LOCN POT CONTOUR ELEVATION DATUM ELEVATION TRAFFIC FLOW ARROW KEY NOTE SHEET NOTE EDGING TYPE FENCING TYPE LIGHTING TYPE PAVING TYPE REMOVAL SITE ELEMENT WALL TYPE GROUNDCOVER TYPE PLANTING REFERENCE ALGN POB 000.00 TOW X POINT OF BEGINNING POINT OF ENTRY AT BUILDING 1 REVISION CLOUD REVISION NUMBER PARALLEL ALIGNMENT QTY SPP ELEVATION CALLOUT DETAIL CALLOUT SECTION CALLOUT MATCH LINE / CONTROL LINE STRUCTURAL GRID LINE AREA OF ENLARGEMENT SYMMETRY SPRINKLER HEADS BREAK LINE PAVING HATCH LEGEND G X X DET SHT PLANT HATCH LEGEND SECTION/DETAIL HATCH LEGEND XXX PROPERTY LINE RIGHT-OF-WAY EASEMENT SETBACK CENTER LINE SILT FENCE TREE PROTECTION FENCE LIMITS OF DISTURBANCE ORDINARY HIGH WATER MARK DRAIN TILE SANITARY SEWER STORM SEWER EXISTING CONTOURS PROPOSED CONTOURS XX X 90° 180° 270° 360° SLOPE-AT-SURFACE/ DRAINAGE FLOW ARROW X.XX% STAIRDN UP ASPHALT SURFACING UNIT PAVER (RUNNING BOND) UNIT PAVER (HERRINGBONE) DRY-SET UNIT PAVER FLAGSTONE PAVING AGGREGATE SURFACING PAVING/SITE ELEMENT TO BE REMOVED GRASSPAVE POUROUS PAVER RIPRAP TURFSTONE PAVERS MORTAR-SET UNIT PAVER CONCRETE ASPHALT STONE, TYPE 1 STONE, TYPE 2 MORTAR GRANULAR FILL COMPACTED AGGREGATE METAL WOOD DIMENSIONAL LUMBER (SECTION) PLANTING SOIL EARTH (DISTURBED) EARTH (COMPACTED OR UNDISTURBED) GRASSPAVE POROUS GRASS PAVER TURFSTONE STONE, TYPE 3 NETLON ADVANCED TURF SYSTEM TURF PLANTING AREA GROUNDCOVER TYPE 1 GROUNDCOVER TYPE 2 GROUNDCOVER TYPE 3 CONCRETE SURFACING SAND SURFACING SAND SEEDING TYPE 2 SEEDING TYPE 1 FESCUE SITE AND LANDSCAPE LOTUS LAKE creation date:1/14/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L000.dwglast saved:bretwieseler January 27, 2022 1:50 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 1 1 4 EXISTING GARAGE REFER TO ARCH 936.33 HORSESHOE CURVE 5' SIDE YARD SETBACKTRAFFIC FLOW TRAFFIC FLOW 5' SIDE YARD SETBACKNEIGHBORING STRUCTURE NEIGHBORING STRUCTURE 1 1 1 1 2 2 2 2 3 926.90 BFFEEXISTING PORCH ABOVE EXISTING HOUSE 937.08 FFE REFER TO ARCH TYP. EXISTI N G S A NI T A R Y S E W E R LI N EPROPERTY LINEPROPERTY LINE1 10' O H W S E T B A C K SS EASEMENT LOTUS LAKE OHW: 896.30 100 YEAR FLOOD LINE 30' FRONT YARD SETBACK 10' FRONT YARD SETBACK PROPERTY LINE -1R -1R -2R -2R -2R -2R -3R -4R -5R -2R -5R -5R -5R -5R -5R -6R EXISTING CONDITIONS + REMOVALS PLAN1 L010 EXISTING CONDITIONS +REMOVALS PLAN N 1" = 16' SCALE: 1 inch = 0 16'32'8' 16 feet REMOVALS KEY R1 EXISTING BITUMINOUS DRIVE TO BE REMOVED R2 EXISTING SITE WALL TO BE REMOVED R3 EXISTING PAVING TO BE REMOVED R4 EXISTING DECK TO BE REMOVED R5 EXISTING TREE TO BE REMOVED R6 PRE-EXISTING DECK REMOVED -R creation date:1/26/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L010.dwglast saved:bretwieseler January 26, 2022 8:48 AMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 GENERAL NOTES 1.SEE SHEET L001 FOR GENERAL NOTES. 2.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3.ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS.4.REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5.DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7.ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8.AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. KEYNOTES 1.EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2.EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3.EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4.EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 NOTES: 1. CONTRACTOR TO REMOVE ALL EXISTING BUCKTHORN AND OTHER INVASIVE MATERIALS ON SITE. BUCKTHORN TO BE CUT DOWN TO STEM. PROVIDE COST FOR SPRAYING ALL INVASIVE AREAS WITH COMMERCIAL GRADE HERBICIDE FOR A MINIMUM OF THREE TIMES DURING GROWING SEASON PRIOR TO COMMENCING WITH FINAL LANDSCAPE INSTALLATION. USE BEST MANAGEMENT PRACTICES FOR SPRAYING HERBICIDE ADJACENT TO PUBLIC WATERWAYS. 2. PROVIDE EROSION CONTROL MATTING FOR ALL DISTURBED SLOPED AREAS THAT ARE GREATER THAN 3:1. 3. INSTALL SILT FENCING WHERE ANY DIGGING OR CONSTRUCTION ACTIVITY IS TO OCCUR ADJACENT TO LAKE. 4. PROVIDE TEMPORARY SEEDING TO ALL AREAS THAT LAY EXPOSED OR BARE FOR MORE THAN 21 DAYS. 5. VERIFY ALL TREES TO BE REMOVED AND OR TRANSPLANTED ON SITE WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT 7 DAYS PRIOR TO COMMENCING WITH WORK. 1 1 4DNEXISTING GARAGE REFER TO ARCH 936.33 HORSESHOE CURVE 5' SIDE YARD SETBACKTRAFFIC FLOW TRAFFIC FLOW 5' SIDE YARD SETBACKNEIGHBORING STRUCTURE NEIGHBORING STRUCTURE 1 1 1 1 2 2 2 2 3 926.90 BFFEEXISTING PORCH ABOVE EXISTING HOUSE 937.08 FFE REFER TO ARCH TYP. EXISTI N G S A NI T A R Y S E W E R LI N EPROPERTY LINEPROPERTY LINE1 10' O H W S E T B A C K SS EASEMENT LOTUS LAKE OHW: 896.30 100 YEAR FLOOD LINE 30' FRONT YARD SETBACK 10' FRONT YARD SETBACK PROPERTY LINE 1 2 3 OVERLAY DIAGRAM1 L011 OVERLAY DIAGRAM N 1" = 16' SCALE: 1 inch = 0 16'32'8' 16 feet EXISTING HARDCOVER EXISTING HOUSE 2,985 s.f. EXISTING DRIVEWAY 2,684 s.f. EXISTING PAVING 305 s.f. EXISTING WALLS 403 s.f. AREA OF PROPERTY 27,878 s.f. EXISTING HARDCOVER AREA 6,377 s.f. EXISTING HARDCOVER 23% HARDCOVER / PROPERTY AREA RATIO ALLOWED BY CODE 25% PROPOSED HARDCOVER EXISTING HOUSE 2,929 s.f. DRIVEWAY + AUTOCOURT 3,028 s.f. AGGREGATE SURFACING 210 s.f. PROPOSED MOVEABLE STORAGE SHED 132 s.f. PROPOSED PARKING PAD @ STREET 300 s.f. WALLS 15 s.f. AREA OF PROPERTY 27,878 s.f. PROPOSED HARDCOVER AREA 6,614 s.f. PROPOSED HARDCOVER PERCENTAGE 23.72% HARDCOVER / PROPERTY AREA RATIO ALLOWED BY CODE 25%creation date:1/27/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L011.dwglast saved:bretwieseler January 27, 2022 1:50 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 GENERAL NOTES 1.SEE SHEET L001 FOR GENERAL NOTES. 2.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3.ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS.4.REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5.DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7.ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8.AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. KEYNOTES 1.EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2.EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3.EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4.EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 3REV SHEET NOTES 1.PROPOSED 6'(h) ENTRY GATE 2. PROPOSED 11 'x 12' MOVEABLE STORAGE SHED 3. PROPOSED CAST-IN-PLACE CONCRETE PARKING PAD 6ADD6ADD6ADD 1 1 4DNEXISTING GARAGE REFER TO ARCH 936.33 HORSESHOE CURVE 5' SIDE YARD SETBACKTRAFFIC FLOW TRAFFIC FLOW 5' SIDE YARD SETBACKNEIGHBORING STRUCTURE NEIGHBORING STRUCTURE 1 1 1 1 2 2 2 2 3 926.90 BFFEEXISTING PORCH ABOVE EXISTING HOUSE 937.08 FFE REFER TO ARCH TYP. EXISTI N G S A NI T A R Y S E W E R LI N EPROPERTY LINEPROPERTY LINE1 AC WILDFLOWER GARDEN DN DN DN RISR DN3RISR DN3GAS&ELEC.GEN.HB AUTOCOURT DRIVEWAY 10' O H W S E T B A C K SS EASEMENT LOTUS LAKE OHW: 896.30 100 YEAR FLOOD LINE 30' FRONT YARD SETBACK 10' FRONT YARD SETBACK PROPERTY LINE GATE LOCATION AS ALLOWED BY CODE PROPOSED GATE LOCATION 13'3'-8"±10'-6"12'11'1'-2" 3'-9"8'-9"RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN1 PROPOSED LOCATION FOR MOVABLE STORAGE SHED 12 4 6 3 8 5 7 6 9 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 3 RISR DN 32L606 1L5021 L606 10 30'10'SITE PLAN1 L101 SITE PLAN 1" = 16' SCALE: 1 inch = 0 16'32'8' 16 feet N creation date:1/26/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L101.dwglast saved:bretwieseler January 27, 2022 1:50 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 GENERAL NOTES 1.SEE SHEET L001 FOR GENERAL NOTES. 2.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3.ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS.4.REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5.DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7.ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8.AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. KEYNOTES 1.EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2.EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3.EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4.EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 6ADD SHEET NOTES 1. CURB-CUT FOR EXISTING DRIVE APRON TO BE REPLACED 2. CURB CUT FOR NEW DRIVEWAY TO BE INSTALLED PER CITY STANDARDS 3.PROPOSED 6'(h) ENTRY GATE 4. PROPOSED CAST-IN-PLACE CONCRETE SURFACING 5.EXISTING CONCRETE RETAINING WALL 6.EXISTING DECK STAIRCASE 7. EXISTING DECK 8.PROPOSED 11 'x 12' MOVEABLE STORAGE SHED 9.EXISTING REMOVABLE DECK 10.PROPOSED CAST-IN-PLACE CONCRETE PARKING PAD 6ADD 6ADD 1 1 4DNEXISTING GARAGE REFER TO ARCH 936.33 HORSESHOE CURVE 5' SIDE YARD SETBACKTRAFFIC FLOW TRAFFIC FLOW 5' SIDE YARD SETBACKNEIGHBORING STRUCTURE NEIGHBORING STRUCTURE 1 1 1 1 2 2 2 2 3 1.50% 2.42% 926.90 BFFEEXISTING PORCH ABOVE EXISTING HOUSE 937.08 FFE REFER TO ARCH TYP. EXISTI N G S A NI T A R Y S E W E R LI N EPROPERTY LINEPROPERTY LINE1 AC WILDFLOWER GARDEN DN DN DN RISR DN3RISR DN3 953.50 M.E.954.45± M.E.GAS&ELEC.GEN.HB 7'x7'4" SPA w/ COVER AUTOCOURT DRIVEWAY 899.92 BOD 899.92 BOD 10' O H W S E T B A C K SS EASEMENT934933935936951 950 949 948 947 946 945 944 943 942 941 940 939 926 924 922 920 918 916 936 937 938 932929931915 914 913 912 911 910 909 908 907 906 905 904 903 902930934933935936932929931930928927 899 902903 900901 LOTUS LAKE OHW: 896.30 100 YEAR FLOOD LINE 30' FRONT YARD SETBACK 899.92 BOD 899.92 BOD 954.33954.75 954.29± M.E.954.53± M.E.954.13± M.E. 954 953 952 10' FRONT YARD SETBACK PROPERTY LINE 19.25%2 4 1 6 3 5 4 7 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 1 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 DN RISR 3 956.58± TOP OF GATE 8 GRADING + DRAINAGE PLAN1 L201 GRADING + DRAINAGE PLAN N 1" = 16' SCALE: 1 inch = 0 16'32'8' 16 feet creation date:1/25/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L201.dwglast saved:bretwieseler January 25, 2022 12:45 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 GENERAL NOTES 1.SEE SHEET L001 FOR GENERAL NOTES. 2.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3.ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS.4.REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5.DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7.ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8.AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. KEYNOTES 1.EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2.EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3.EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4.EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 STANDARD EROSION CONTROL NOTES FOR RPBCWD DEVELOPMENT REVIEWS C1. THE EROSION CONTROL PLAN MUST INCLUDE THE FOLLOWING NOTES: A. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTEND POSSIBLE. B. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. C. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. D. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER, AND SANITARY WASTE MUST BE PROPERLY MANAGED. E. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. G. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION. H. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. I. THE PERMITTEE, MUST, AT A MINIMUM, INSPECT, MAINTAIN, AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. AIS NOTE FOR RPBCWD DEVELOPMENT REVIEWS (RULES B, D, E, F, G) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G.) ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. NOTE: SEE L401 LANDSCAPE PLAN FOR RESTORATION NOTES 6ADD6ADD SHEET NOTES 1.PROPOSED 6'(h) ENTRY GATE 2. PROPOSED CAST-IN-PLACE CONCRETE SURFACING 3. EXISTING CONCRETE RETAINING WALL 4. EXISTING DECK STAIRCASE 5. EXISTING DECK 6. PROPOSED 11 'x 12' MOVEABLE STORAGE SHED 7. EXISTING REMOVABLE DECK 8. PROPOSED CAST-IN-PLACE CONCRETE PARKING PAD 6ADD L502 ENTRY GATE - SECTIONDIAGRAM 1" = 16'creation date:1/15/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L502.dwglast saved:bretwieseler January 15, 2022 4:02 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 SCALE: 3/16" = 1'-0" ENTRY GATE - SECTION DIAGRAM1 6ADD 19.25% SLOPE EDGE OF STREET10' SETBACK30' SETBACK3'-8"± 13'-8"± 33'-8"±PROPERTY LINE6'4'-4"±GATE POST, TYPICAL GATE SWING, TYPICAL LINE OF SIGHT GATE LOCATION AS ALLOWED BY CODE15'± 35'± PROPOSED GATE LOCATION L606 ENTRY GATE DETAILS 1" = 16' SCALE: 1/4" = 1'-0" ENTRY GATE - ELEVATION1 creation date:1/15/2022filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L606.dwglast saved:bretwieseler January 17, 2022 9:16 AMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 6ADD 949.42± TOF 950.00± TOF 956.58 TOP 6'6" SQ., TYP. 2", TYP. 19' O.C. 9'-03 4", TYP.VARIES4"MIN.6"±EQ.EQ. 13' DRIVEWAY WIDTH - V.I.F. EQ. O.C.EQ. O.C. ℄ ℄ 24"Ø C.I.P. CONC. BELL FOOTING TO FROST, TYP. - REINF. AS SPECIFIED BY STRUCT. ENGINEER. 6"x6" ALUMINUM SQUARE TUBE POST. W/ WELDED CAP, TYP. - EMBED INTO CONC. FOOTING 48" MIN. GATE HARDWARE, TYP. 1 /12" SQ. ALUMINUM TUBE FRAME BEYOND, TYP. 21 2"x 3 16" ALUMINUM EDGE CAP - CONT. WRAP FRAME TO CONCEAL ENDS OF ALUMINUM TUBE PICKETS SURFACING AS SPECIFIED - SEE PLANS (34) 1 2"x11 2" ALUMINUM SQARE TUBE @ 2" O.C., TYP. - BOTH SIDES OF GATE58" GAPTYP.LINEAR ARM GATE OPERATOR, TYP.48" MIN.949.75± 950.33±TO FROST2L606112"6'112"TYP.58"GAPTYP.11 2" 6"VARIES1'O.C.VARIES -4" MIN.4" MIN. COVERAGE24"Ø C.I.P. CONC. BELL FOOTING TO FROST, TYP. - REINF. AS SPECIFIED BY STRUCT. ENGINEER. 6"x6" ALUMINUM SQUARE TUBE POST. W/ WELDED CAP, TYP. - EMBED INTO CONC. FOOTING 48" MIN. 1 /12" SQ. ALUMINUM TUBE FRAME, TYP. 21 2"x 3 16" ALUMINUM EDGE CAP - CONT. WRAP FRAME TO CONCEAL ENDS OF ALUMINUM TUBE PICKETS SURFACING AS SPECIFIED - SEE PLANS (34) 1 2"x11 2" ALUMINUM SQARE TUBE @ 2" O.C., TYP. - BOTH SIDES OF GATE LINEAR ARM GATE OPERATOR, TYP. COMPACTED OR UNDISTURBED SUBGRADE AS RECOMMENDED BY GEOTECHNICAL ENGINEERT O FROST48" MIN.21 2"1L606SCALE: 1/4" = 1'-0" ENTRY GATE - SECTION2 OBSTRUCTION LOOP CENTER LOOP EXIT LOOP 4'4'6'6'4'6' REMOTE POWER UNIT AND CONTROLS, PLACE IN PROPOSED MECHANICAL AREA - FIELD VERIFY FINAL LOCATION PRIMARY POWER, VERIFY REQUIREMENTS PER MANUFACTURER'S RECOMMENDATIONS 3 4" CONDUITS, EACH A HOME RUN (1) 3" PVC (1) 2" PVC (1) 1" PVC BYAN 900 GATE OPERATOR, TYP. 18" SONOTUBE BELL FOOTING, TYP.2'-1038"TYP.9'-2" TYP.1 2" PVC FOR ALL PHOTOEYES 13'2'O.C.7' O.C. ELS25 ON PEDESTAL- VERIFY ACCESS REQUIREMENTS W/ OWNERS PROPERTY LINE 10' FRONT YARD SETBACK ALIGN POST W/ 10' SETBACK 4' 10'- 6"1L6062 L606 SCALE: 1/4" = 1'-0" ENTRY GATE - PLAN3 ROOT ZONE ROOT PRUNING LIMITS PRUNING CUT, TYP., PER ARBORIST RECOMMENDATIONS BASE OF TREE GROUND PLANE PLAN VIEW MAXIMUM 25" ON ONE SIDE OR 33% OF TOTAL ROOT SYSTEM NO MORE THAN HALF THE CROWN OF THE TREE AT END OF SLOPE SECURE BLANKET MATERIAL BY INSERTINGSTAPLES ABOUT 20" APART THROUGH THE FABRIC EXTEND MATERIAL ABOUT 40" ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES THROUGH THE MATERIAL ABOUT 20" APART NOTES: 1. EROSION CONTROL BLANKET TO BE CATEGORY 4-COCONUT 2S FOR SLOPES GREATER THAN 5:1 AND SIDES AND BOTTOM OF ALL DRAINAGE SWALES AND PONDING AREAS AND CATEGORY 2-STRAW 2S FOR ALL SLOPES LESS THAN 5:1 PER MNDOT SPEC. SECTION 3885. 2. INSTALL PER MNDOT SPEC. SECTION 2575 LONGITUDINAL SEAMS: BLANKET MATERIAL MUST OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 40" APART TRANSVERSE SEAMS: BLANKET MATERIAL MUST OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 20" APART STAPLES AT 3' O.C. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL SLOPE LENGTH LESS THAN 50 ' 1. BEFORE INSTALLATION APPLY TOPSOIL, FERTILIZER AND SEED TO SURFACE. 2. BEGIN AT THE TOP OF THE CHANNEL, INSTALL MATS BY ANCHORING IN A 6" DEEP BY 6" WIDE TRENCH WITH APPROXIMATELY 12" OF MAT EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF MAT BACK OVER SEED AND SOIL. SECURE MATS WITH A WITH A ROW OF STAPLES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE MATS. 3. ROLL CENTER MATS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. 4. PLACE CONSECUTIVE AND ADJACENT MATS END OVER END (SHINGLE STYLE) WITH A MINIMUM 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE OVERLAPPED MATS. 5. FULL LENGTH EDGE OF MATS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. 6. THE TERMINAL END OF MATS MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. 7. BACKFILL AND SEED AFTER STAPLING. 8. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PROPER INSTALLATION. FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL WIRE MESH REINFORCEMENT, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, PER MNDOT SPEC. SECTION 3886 B1. SILT FENCE FABRIC DIRECTION OF RUNOFF FLOW METAL (OR WOOD) POST OR STAKE NATURAL SOIL 1. SILT FENCES SHOULD BE INSTALLED ON THE CONTOUR (AS OPPOSED TO UP AND DOWN A HILL) AND CONSTRUCTED SO THAT FLOW CANNOT BYPASS THE ENDS. 2. ENSURE THAT THE DRAINAGE AREA IS NO GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 3. MAKE THE FENCE STABLE FOR THE 10-YEAR PEAK STORM RUNOFF. 4. WHERE ALL RUNOFF IS TO BE STORED BEHIND THE SILT FENCE, ENSURE THAT THE MAXIMUM SLOPE LENGTH BEHIND THE FENCE DOES NOT EXCEED THE SPECIFICATIONS SHOWN IN TABLENOTE: SILT FENCE SHALL FOLLOW MNDOT SPEC. SECTION 3886. DESIGN RECOMMENDATIONS FIGURE 1: TYPICAL INSTALLATION FOR SILT FENCE 6" MIN 6"MINPLAN VIEW NOTES: 1. ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING SHALL BE INSTALLED ACCORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOLITION OR AS NECESSARY, TREE PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING AND EROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 2. TREE PROTECTION FENCING SHALL CONSIST OF TEMPORARY METAL WIRE CHAIN LINK MESH FENCING OR APPROVED EQUAL. 3. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION. 4. THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 5. THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS. 6' MAX 6' MAX. POST SPACING 3' MINIMUM 6' IDEAL FROM DRIPLINE DRIPLINE 2/3 OFLOGDRIPLINE INSTALL SHREDDED HARDWOOD MULCH (MNDOT TYPE 6). EQUIVALENT MATERIAL MAY BE SUBSTITUTED AT THE DISCRETION OF THE ENGINEER. STAKE DRIVEN THROUGH LOG MESH COIR LOG 6"-7" MINIMUM DIAMETER SOIL WEDGE OR 2"X2" STAKE PRE-DRILLED HOLES 0.5"X0.5" OPENING IN NET 1/3 OFLOG10' MIN LENGTH 2" WASHED COURSE AGGREGATE, 12" THICK, OVER GEOFABRIC 50' M I N 20' MI N EDG E O F P U B LI C R O A D O R P A V E M E N T TABLE 1: MAXIMUM SLOPE LENGTH AND SLOPE FOR WHICH SILT FENCE IS APPLICABLE BY CALCULATION BY CALCULATION BY ACCEPTED DESIGN PRACTICES SLOPE (H:V)%SILT FENCE STORAGE EQUALS 2 FT FOR A 100-YEAR EVENT SILT FENCE STORAGE EQUALS 2 FT FOR A 2-YEAR EVENT OR 3 FT FOR A 100-YEAR EVENT MAXIMUM SLOPE LENGTH 100:1 1%400 FT 900 FT 100 FT 50:1 2%200 FT 450 FT 75 FT 25:1 4%100 FT 225 FT 75 FT 20:1 5%80 FT 180 FT 75-50 17:1 6%67 FT 150 FT 50 FT 12.5:1 8%50 FT 112 FT 50 FT 10:1 10%40 FT 90 FT 50-25 FT 5:1 20%20 FT 45 FT 25-15 FT 4:1 25%16 FT 36 FT 15 FT 3:1 33%12 FT 27 FT 15 FT 2:1 50%8 FT 18 FT 15 FT L609 EROSION CONTROL DETAILS 1" = 16'creation date:9/28/2021filepath:/Users/bretwieseler/Dropbox (TVLS)/PROJECTS (DROPBOX)/BRUNER RESIDENCE/2. DWG/1. DRAWINGS/VARIANCE - ENTRY GATE AND SHED/L609.dwglast saved:bretwieseler September 28, 2021 1:07 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved. license no: 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. 43728 TRAVIS VAN LIERE date:1/23/2018 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , M I N N E S O T A 5 5 3 1 7 B R U N E R R E S I D E N C E Drawn By: Date: Scale: Drawing: Sheet: 09/17/2021 DJ Rev #Description Date VARIANCE APPLICATION 12/18/2020 ISSUED FOR PERMIT 4/16/2021 VARIANCE APPLICATION REVISIONS 6/4/2021 3 VARIANCE APPLICATION REVISIONS 9/17/2021 GRADING PERMIT SUBMITTAL 9/28/2021 4 PERMIT SET REVISIONS 10/01/2021 5 WEST STAIRCASE HELICAL PIERS REVISIONS 10/13/2021 6 ENTRY GATE AND SHED VARIANCE PACKAGE 01/28/2022 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 SCALE: N/A TREE PROTECTION FENCING INSTALLATION5 SCALE: N/A BIOLOG INSTALLATION6 SCALE: N/A SILT FENCE INSTALLATION1 SCALE: N/A EROSION CONTROL BLANKET INSTALLATION2 SCALE: N/A EROSION CONTROL MAT INSTALLATION3 SCALE: N/A GRAVEL CONSTRUCTION ENTRANCE DETAIL4 SCALE: N/A ROOT PRUNING DETAIL7