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04-05-23-PC Agenda
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04-05-23-PC Agenda
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BOLLARDS (TYP.)4' O.C., 1' O.C. FROM WALLDOUBLE-SWINGDOORS (TYP.)CMU WALL (TYP)METAL POST SETIN 18 INCHDIAMETER CONCRETE,FOOTING (TYP.)METAL CANE BOLTASSEMBLE, ONE PER DOOR,WITH ANCHOR HOLE INCONCRETE (TYP.)ENCLOSURE CONCRETEPAVEMENT (TYP.)METAL GATE LATCH,3' ABOVE GRADE(TYP.)TYPICAL 2 CY TRASH AND FUTURECOMPOST DUMPSTERS(EXISTING OR PER GARBAGE PROVIDER):ON WHEELS4' WIDE, 7' DEEP, 5' HIGH2% SLOPEMETAL CAP ON TOP OF WALL,COLOR TO BE BLACK,FASTEN TO BLOCK#3 VERTICAL REBAR@ 24" O.C. IN FULLYGROUTED CELLS8"X16"X8"(THICK) COLOREDROCKFACE / SPLITFACEDCMU BLOCK, COLOR TOBE DRIFTWOOD#4 HORIZONTAL REBAR@ 12" O.C. EACH FACECONCRETE FOOTINGENCLOSURE HEAVY DUTYCONCRETE PAVEMENTON AGGREGATE BASE,SEE PLANS FORPAVEMENT SECTION,WITH 2% POSITIVE DRAINAGEFROM BACK TO FRONT, WITHMATCHING ELEVATIONS AT GATE(3) #5 REBAR,CONTINUOUS#4 L-BARS @ 12" O.C.POURED-IN-PLACECONCRETENOTES:ALL REBAR TO HAVE MINIMUM 2" COVERAGETYPICAL 8 CY RECYCLE DUMPSTER(EXISTING OR PER GARBAGE PROVIDER):FIXED7' WIDE, 7' DEEP, 7' HIGHGRADEGATE POSTASSEMBLY (TYP.)ENCLOSUREHEAVY DUTYCONCRETEPAVEMENT (TYP.)PRECAST COLORED CONCRETEWALL CAP TO BE DESIGN/BUILDBY CONTRACTOR, AND SUBMITSHOP DRAWINGS FOR ENGINEERAPPROVALGATE FACADE -RECYCLED VINYL PLANKS (VERTICAL AND PERIMETER),COLOR TO BE RED CEDAR,ANCHORED TO FRAME (TYP.)GATE FRAME -METAL TUBE WITHCROSS SUPPORT (TYP.)METAL GATEHINGE (TYP.)METAL GATEPOST (TYP.)METAL GATE ENCLOSURETO BE DESIGN/BUILDBY CONTRACTOR, AND SUBMITSHOP DRAWINGS FOR ENGINEERAPPROVAL. ALL METAL TO BEPRIMED AND PAINTED, COLORBY OWNER. ALL HARDWARETO BE STAINLESS STEEL ORGALVANIZED.PRECAST CONCRETEWALL CAP8"X16"X8"(THICK) COLOREDROCKFACE / SPLITFACECMU BLOCKGRADE24'EQUALEQUAL10. 5 '10. 5 'PER PLAN12'1' 8"12"5.0' MIN6.67'8"5.0'6.67'EQUALEQUALEQUALEQUALBITUMINOUS PAVEMENT SECTIONNOT TO SCALE2 EACHDUMP STRAPSSILTSACKDUMP STRAPDUMP STRAP2" (51 mm) FLAT WASHERS]FROM INLETFOR BAG REMOVAL1" (25 mm) REBAR[1/4" (6 mm) NYLON ROPE,EXPANSION RESTRAINTINLET PROTECTION, SEDIMENT FILTER SACKNOT TO SCALENOTES:1. SEDIMENT CONTROL LOGS ARE TO BE A MINIMUM OF 8 LB/FT. SEE PLAN VIEW FOR LOCATIONAND LENGTH OF SEDIMENT CONTROL LOGS.2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TOANY UPGRADIENT LAND-DISTURBING ACTIVITIES.3. SEDIMENT CONTROL LOGS PLACED ON PAVEMENT SHALL BE WEIGHTED DOWN RATHER THANSTAKED. PLACE LOGS AGAINST SIDEWALK OR BACK OF CURB WHEN ADJACENT TO THESEFEATURES.4. SEDIMENT CONTROL LOGS FILL MATERIAL SHALL CONSIST OF EITHER STRAW, WOOD FIBER,WOOD CHIP, OR COMPOST, AND FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDINGRIPS, HOLES AND OBVIOUS WEAR. FILL MATERIAL TO BE ENCASED IN PHOTODEGRADABLESYNTHETIC WOVEN OR NATURAL FIBER CASING WITH 1/8 TO 3/8 INCH OPENINGS, WITH ATARGET SERVICE LIFE FROM 12 TO 24 MONTHS. DIAMETER SHALL BE APPROXIMATELY 8 INCHESWITH ENDS PROPERLY SECURED.5. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES.HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS.6. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO ADEPTH OF APPROXIMATELY 13 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH ISNOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGELANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING.COMPOST LOGS THAT ARE A 8 LB/FT DO NOT NEED TO BE TRENCHED.7. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTERMATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTOTHE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN INPLACE.8. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DONOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUMOF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTUDE FROM THE TOP OF THE LOG. STAKESTHAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGS SHOULD BESTAKED 10' ON CENTER.112" X 1 12" X 18" (MIN.)WOODEN STAKE10'MAX.3"8" DIAMETER (MIN) COMPOSTSEDIMENT CONTROL LOGCENTER STAKE INCONTROL LOG8" DIAMETER (MIN)COMPOSTSEDIMENTCONTROL LOGFLOWBLOWN/PLACED FILTERMEDIA OR SOIL12" OVERLAP (MIN.)8" DIAMETER (MIN)COMPOSTSEDIMENTCONTROL LOG112" X 1 12" X 18" (MIN.)WOODEN STAKE (TYP.)SEDIMENT CONTROL LOGSNOT TO SCALEMIN. 6" (152 mm)OF 1" TO 2" (25 mmTO 51 mm) DIA ROCK.MNDOT STANDARD SPECIFICATION3733 TYPE V PERMEABLEGEOTEXTILE FABRIC BENEATH ROCK50' (15.24 m ) MINIMUMHARD SURFACEPUBLIC ROAD18" (457 mm) MIN. HIGHCUT-OFF BERM TO MINIMIZESILT RUNOFF FROM SITE.VARIES:FULL WIDTH OF EXISTINGDRIVEWAY OPENING, ELSE20' (6.10 m) MIN. WIDTH.TEMPORARY ROCK CONSTRUCTION ENTRANCENOT TO SCALECIVIL DETAILSC5.1SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date: Lic. No.:C/O MARK AND TRACY LINDEMER3610 SNELLING AVENUE NARDEN HILLS, MN 55112651-633-9813CERTIFICATIONSignature Name:Date: Lic. No.:PREPARED FORLINDEY'S INCPROJECTNO. DATE DESCRIPTION 0 12-23-2022 CITY SUBMITTALLINDEY'S PRIME STEAKHOUSE -SITE IMPROVEMENTS3610 SNELLING AVE NARDEN HILLS, MN 55112PHONE: 651.633.9813P. SCHROEDER14411.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.com
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