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11/20/2008 2008 COUNTY ROAD 10 TRAIL SEGMENTS 1-5 MOUNDS VIEW, MN 82S.P.146-090-0143506119_C22143506119_C22143506119_C22143506119_C221PERMANENT EROSION CONTROL AND LANDSCAPE PLAN55 RSW MTK MTK TMM LANDSCAPE ARCHITECT MINNESOTA. 11/20/2008 2008 COUNTY ROAD 10 TRAIL SEGMENTS 1-5 MOUNDS VIEW, MN 82S.P.146-090-011NTSKIOSK DETAIL3'-314"114"6"5'-012"1'-1134"CONCRETE PAVING PER LAYOUT PLANAND DETAILS2 SIGN PANELS, PANEL ANDTEXT COLOR AS SPECIFIED.FONT SHALL BE ARIAL NARROW2"18" DIA. CONCRETE FOOTING W/(6) #5 VERTICAL REBAR AND#3 TIES AT 12" O.C. AND(4) TIES AT 3" O.C. AT THE TOP1'-6"3"CITY HALLCOMPACTED SUBGRADE TO100% PROCTOR DENSITYFACE PANEL W/WINDOW CUT-OUT,CLEAR ACRYLIC LENS& WHITE ACRYLIC DIFUSERINTERNAL POST, EMBEDDED,2" SCH 40 PIPE, SSTPER MANUFACTURERS INSTRUCTIONS3" OD x .25 WALL OUTERPOST, AL, PAINTED(ENDS AT GROUND)3'7'(3) SET SCREWSPER MANUFACTURERS INSTRUCTIONS48" FACE PANEL,BACK SIDE ONLYFRONT ELEVATIONPLAN VIEW914"FORMS AND SURFACES,ARCUS 600 SERIES MASTSIGNAGE SYSTEM COLORAS SPECIFIED12" POLYETHYLENE EXP. MATERIAL& SEALANT TO MATCH CONCRETECOLOR5'2NTSEDGING DETAILCRUSHED AGGREGATE WALKOR PLANTING BEDTURFALUMINUM EDGING: 12 GAUGE,4" DEPTH, TOP OF EDGING FLUSHWITH GRADE, COLOR AS SPECIFIEDSTEEL ANCHORING STAKES:12" LENGTH, 4 STAKES PER EACH 10',INSTALL ON WALK SIDE OF EDGER.UNDISTURBED SOIL1. CONTRACTOR TO PROVIDE SHOPDRAWINGS FOR ALL SIGNS ANDKIOSKS AND RECEIVE APPROVALFROM THE LANDSCAPE ARCHITECTPRIOR TO FABRICATION ANDINSTALLATIONGENERAL NOTES:3NTSTYPICAL CONCRETE LAYOUTJOINTING LAYOUT ASSHOWN ON PLANSCONTROL JOINT. SEE PLAN FOR SCORE PATTERN. SEEDETAIL .4" THICK CONCRETE WALK WITH LIGHT BROOM FINISHPERPENDICULAR TO DIRECTION OF WALK AFTERINSTALLING CONTROL JOINTS TO REMOVE TROWEL LINESOF SCORE JOINT TOOL. SEE PLAN FOR SCORE ANDEXPANSION JOINT LAYOUT.PROVIDE EXPANSION JOINT BETWEEN SEPARATECONCRETE POURS, STRUCTURES, WALLS, AND ALL OTHEROBSTRUCTIONS OR AS SHOWN ON PLANS. ALIGNEXPANSION JOINTS WITH LOCATIONS SHOWN ON PLANS.SEE DETAIL.VARIES SEE PLANFOR DIMENIONS4564564NTSCONCRETE WALK DETAIL4" THICK CONCRETE W/ LIGHTBROOM FINISH AS SHOWN ONDETAILS. BROOM FINISH AFTERINSTALLING CONTROL JOINTS TOREMOVE TROWEL LINES OF SCOREJOINT TOOL.SEE NOTE ABOVEEXISTINGSTRUCTURETOOLED CONTROL JOINT (TYP.),SEE DETAILEXPANSION JOINT BETWEENSEPARATE CONCRETE POURS. SEEDETAIL.12" THICK BREAK OFF EXPANSIONJOINT MATERIAL ADJACENT TO ALLEXISTING PAVEMENT, FIXEDSTRUCTURES OR AS SHOWN ONPLANS, DEPTH TO FULL THICKNESSNEW WALKSEALANT JOINT6" SELECT GRANULAR BORROWCOMPACT TO 100% DENSITYNOTE:ALL OUTSIDE EDGES AND JOINTS SHALL BE TOOLED WITH A14"RADIUS TOOL. BRUSH FINISH CONCRETE SURFACE AFTER TOOLING.PROVIDE 1/2" IN. EXP. JOINT WITH PRE-MOLDED MATERIAL AND 3/4"URETHANE SEALANT AT 20' INTERVALS UNLESS OTHERWISESPECIFIED.SEALANT FLUSH WITH FINISH GRADEOF CONCRETE PAVEMENT4"6"SCARIFY UPPER 6" SUBGRADECOMPACT TO 100% DENSITY5565565NTSDOWELED EXPANSION JOINT DETAIL1-14" DEEP x18" WIDE SCOREDCONTROL JOINT WITH14" RADIUS SEEPLAN FOR SCORE PATTERNBROOM FINISH AFTER INSTALLINGCONTROL JOINTS TO REMOVETROWEL LINES OF SCORE JOINT TOOL.SEALANT FLUSH WITH FINISH GRADE OFCONCRETE PAVEMENT12" WIDE BREAKOFF EXPANSION JOINTMATERIAL, WITH FLUSH SEALANT, TYPICALEXPANSION JOINT BETWEEN SEPARATECONCRETE POURS. ALIGN EXPANSION JOINTSWITH LOCATIONS SHOWN ON PLANS.#4 REBAR DOWEL WITH SLEEVING, 18" LONGAND 24" O.C., 9" MINIMUM EMBEDMENT11 4" R1 4" 2" MIN.