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Project No.Revisions1220 Marshall Street NEMinneapolisMinnesota 55413-1036612.677.7100612.677.7499 faxwww.rsparch.comRSP ArchitectsCertificationProject ForI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervision andthat I am a duly licensed Architect under the laws of theState of Minnesota.DateRegistration NumberSignatureDrawn ByChecked ByDateNOTICE: The designs shown and described hereinincluding all technical drawings, graphics, and modelsthereof, are proprietary and cannot be copied, duplicatedor commercially exploited, in whole or in part, withoutexpress written permission of RSP Architects. These areavailable for limited review and evaluation by clients,consultants, contractors, government agencies, vendorsand office personnel only in accordance with this Notice.© Copyright RSP Architects 2016. All rights reserved.ConsultantsBUILDING 146131.022.11/19-117AMCE01/04/202110/09/2020 SCHEMATIC PRICING PKG.310 S 4th Ave Suite 7050MinneapolisMinnesota 55415612.332.752201/04/2021 CITY SUBMITTALNOT FORCONSTRUCTIONBUILDING 14EXPANSIONCITY SUBMITTALHARDSCAPEDETAILSL500CONCRETE PAVEMENT, SEE CIVILAGGREGATE BASE;SEE CIVIL.UNDISTURBED SUBGRADEHOLD FINISHED GRADE 1" BELOWPAVING AT TURF CONDITION, TYP.PREPARED SUBGRADE; SEE CIVIL.1/4" x 1" SAWED CONTROL JOINT,TYP. SEE PLAN FOR LOCATIONS.1/2" EXPANSION JOINT AT WALL,CURB OR OTHER PAVING CONDITIONCONDITION VARIES; SEE PLANTINGPLANDETAIL - PAVING TYPE 1 - CONCRETE PEDESTRIAN PAVING1" = 1'-0"6"2L500P-19 117-181MASTIC SEALANT, PER SPECIFICATIONS;COLOR TO MATCH ADJACENT PAVING. WIDTHTO DEPTH RATIO OF MASTIC TO BE PERMANUFACTURER'S RECOMMENDATIONS.TYPICAL EDGE, FORM AT 90 DEGREES TOAPPEAR SIM. TO CONTROL JOINT EDGETYPICAL CONCRETE PAVINGCLOSED CELL FOAM BACKER RODEXPANSION JOINT TO OCCUR 20' O.C. MAX.AND AT CONSTRUCTION JOINTS, RAMPS,WALLS, AND OTHER VERTICALOBSTRUCTIONS. REFER TO PLAN FORLOCATIONSPREMOLDED EXPANSION JOINTFILLER PER SPECIFICATIONSDEPTH OF CUT TO BE 1/3THE DEPTH OF SLAB; MAKEALL SAW CUTS WITHIN 12HR. OF CONCRETE POURTYPICAL SAWCUT CONTROL JOINTTYPICAL EXPANSION JOINT - ENLARGED1/4" THICK CUTDETAIL - TYPICAL CONCRETE JOINTINGNTS2P-19 117-125.85" UNIT PAVERS W/ GRANITE DUSTSWEPT JOINTS, SET HAND TIGHT1" COMPACTED 3/8" WASHEDGRANITE CHIP BASE - NO FINES10" COMPACTED 1 1/2" WASHEDGRANITE CHIP BASE - NO FINESPREPARED SUBGRADE, EXCEPTWHEN WITHIN EXISTING TREEDRIPLINE; COMPACT TO 90%PROCTOR DENSITYBUILDINGFINAL ELEVATION OF PLANTING SOIL 2INCHES BELOW FINISH GRADE OFPAVING. APPLY MULCH AND TAPERDEPTH TO 1/2" MIN. BELOW ADJACENTPAVING AT EDGE. HOLD MULCH CLEAROF PLANT FOLIAGE AND STEMS/TRUNKS,TYP.EDGERPLANTING SOILUNDISTURBED SUBGRADEEXPANSION JOINT2" COMPACTED 3/4" WASHEDGRANITE CHIP BASE - NO FINESDETAIL - PAVING TYPE 2 - PEDESTRIAN CONCRETE UNIT PAVING1" = 1'-0"P-19 117-3633'-0"1'-6"2'-0" MAXHEIGHT1'-0"2'-10 3/8"10'-6"SECTIONELEVATION3'-0"5L500DETAIL-WALL TYPE 1 PRECAST WALL WITH WOOD TOP3/4" = 1'-0"ALIGN TOP OF BENCH WITHTOP OF ADJACENT WALL4P-19 117-682'-1134"58" BEVELED EDGE2'-11 3/4"5'-3"3"ALUMINUM FRAMECENTER SUPPORT(SKATEBOARD DETERRENT)316 STAINLESS STEEL FASTENERS5'-3"NOTES:1. WOOD BOARDS ARE TO HAVE 1/8" R EASEDEDGES THROUGHOUT. MOUNT EACH BOARDTO CASTING.2. METAL FRAME PIECES ARE TO BE ALUMINUMBY MANUFACTURER.3. ALL HARDWARE TO BE STAINLESS STEEL (SS).4. CONTRACTOR TO SUBMIT SHOP DRAWINGSFOR APPROVAL PRIOR TO FABRICATION.SS PAN HEAD SCREWS TO SECURE BOARDS1/2" CLEARANCE HOLES FOR 3/8" SS ANCHORS2-1/2" X 1/4" GALV STEEL STRAPSWOOD SEAT SECTION, ATTACH ANCHORSTHROUGH SKATEBOARD DETERRENTSPRECAST CONCRETE BENCHDETAIL - WOOD TOP AT PRECAST BENCH MOD STD3/4" = 1'-0"1/2" FOR MOUNTING HARDWARE3 1/2"INSIDE SLAT 1 1/2" TYP1/4"TYP1"3/8"1/2" FOR MOUNTING HARDWAREENLARGED WOOD SLAT END VIEWASSEMBLYELEVATIONPLAN - WOOD SLATSPLAN - WOOD SLATS ANDFRAME UNDERSIDE5P-19 117-26LIGHT BOLLARD IN LANDSCAPE1" = 1'-0"1'-0"PAVING VARIES, SEE PLANBOLLARD, PER ELECTRICALTOP OF FOOTING TO MATCHELEVATION OF ADJACENT WALK, SEECIVIL FOR ELEVTIONS2"PLANTING VARIES,SEE PLAN ANDDETAILSP-19 117-996