DENVER PUBLIC SCHOOLS

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2 LEGED HARDSCAPE TO DEMOLISH MILL VS. DEMOLITIO TBD BY GEOTECH REPORT ITEMS/AREAS TO DEMOLISH (DEMO) SHRUB TO DEMOLISH ITEMS TO SALVAGE SAW CUTS PARCEL BOUDARY T.S. DEMO 3 BACKSTOPS DEMO 3 STOES OF WALK FOR EW MOUTABLE CURB COSTRUCTIO BOUDARY DEMO ALL PLAY EQUIPMET SALVAGE AD RE-ISTALL 4 TETHERBALL POLES DEMO SADPIT DEMO PLATER OTES. COCRETE DEMOLITIO TO OCCUR AT EISTIG JOITS WHE POSSIBLE. WHE O-JOIT DEMOLITIO REQUIRES CUTTIG COCRETE AD WHE CUTTIG ASPHALT, ALL CUTS TO BE SAW CUT. 2. CALL FOR ALL TYPES OF UTILITY LOCATES PRIOR TO AY ECAVATIO. 3. COTRACTOR IS RESPOSIBLE FOR ALL DEMOLITIO, HAULIG, AD DISPOSAL. OWER WILL PROVIDE OE OF THESE ULESS SPECIFICALLY OTED I THESE DRAWIGS. 4. COTRACTOR TO PROTECT ALL PORTIOS OF THE SITE TO REMAI, ICLUDIG IRRIGATIO. PROTECT UTILITY POLE AD STORAGE SHED TO REMAI. 5. COTRACTOR TO REPAIR AD REPLACE AY DAMAGE TO EISTIG SITE CODITIOS CAUSED BY COSTRUCTIO ICLUDIG BUT OT LIMITED TO TURF, ASPHALT, FECIG, IRRIGATIO, STRUCTURES, TREES, ETC. TO MEET OR ECEED EISTIG CODITIOS AD TO THE OWER'S SATISFACTIO. 6. THE COTRACTOR SHALL PROVIDE FOR UITERRUPTED LADSCAPE WATERIG/IRRIGATIO THROUGHOUT THE COSTRUCTIO PERIOD UTIL SITE IS TRASFERRED TO THE OWER AD PER WRITTE SPECIFICATIO SALVAGE HADRAIL AD PAITED JUGLE GYM. COTACT OWER FOR DISPOSITIO ISTRUCTIOS. SALVAGE AD RE-ISTALL 4 BASKETBALL UITS DEMOLISH COCRETE SALVAGE AD RE-ISTALL 5 TETHERBALL POLES AD 2 BASKETBALL UITS DEMO BIKE RACK SALVAGE (SEE OTE 7) OTE TO COTRACTOR: ALL EISTIG UTILITIES SHOW O THESE PLAS AE APPROIMATE BASED O THE BEST AVAILABLE IFORMATIO AD FIELD OBSERVATIOS. THE ACTUAL LOCATIO OF THESE UTILITIES MUST BE VERIFIED I THE FIELD PRIOR TO AY COSTRUCTIO SICE THE ACTUAL LOCATIOS MAY VARY FROM WHERE SHOW O THESE PLAS. COTRACTOR RESPOSIBLE FOR UTILITY LOCATE. DEMO SADPIT DEMO PLAY EQUIPMET DEMOLITIO PLA 0 SCALE: " = 40' 40' 80' 20' 60' " = 30' L. 20 Z

3 REF: CIVIL FOR PARKIG LOT AD ALL SITE GRADIG AD DRAIAGE TREE GROVE (REF: PLATIG PLA FOR ACTUAL LAYOUT) O LOW GROW/O MOW GRASS LEGED DECIDUOUS SHADE TREE ORAMETAL TREE EISTIG TREE COIFEROUS TREE TETATIVE DRAIAGEWAY, POSSIBLY GRASSY SWALE COMMUITY GARDE PEREIAL/GRASS BACKLESS BECHES HOODED BACKSTOP DOUBLE GATE GATEWAY POETRY WALK TRASH RECEPTACLES ROUD METAL TREE GRATE ASPHALT GAMES COMMUITY GARDE ATURAL BOULDERS FLUSH COCRETE ASPHALT PERIMETER CURB, TYPICAL EISTIG SHED WALL WITH RAILIG SHADE STRUCTURE GATEWAY MOW STRIP EARTH AMPHITHEATER WAVY HOPSCOTCH STRIPIG HOPSCOTCH STRIPIG ITERMEDIATE PLAY EQUIPMET STEPS WITH PLATFORMS SEAT WALL FOUR SQUARE STRIPIG SALVAGED TETHERBALL UIT WITH EW STRIPIG COCRETE PLAY PIT ACCESS RAMP HOODED BACKSTOP ORTH GARDE PRIMARY BASKETBALL BUCKET GAME EISTIG FECE SOCCER FIELD SPACE ELEVATED SHADE STRUCTURE PLAZA IRRIGATED TURF EW CHAI LIK FECIG SIGLE GATE ASPHALT GAMES DOUBLE GATE IRRIGATED TURF PARCEL BOUDARY SALVAGED BASKETBALL UIT PRIMARY PLAY EQUIPMET DOUBLE GATE DOUBLE GATE ECE PLAY EQUIPMET SOUTH GARDE COOL TOPPER SHADE STRUCTURE ECE LAW HOODED BACKSTOP OTE:. SITE FURISHIGS TO BE SHOW AT 00% CDS. 2. MOW STRIP SHOW PERIMETER FECE LIE MAY OT BE REQUIRED PEDIG FIAL DRAIAGE PLA. 3. CITY GEOGRAPHY MARKERS ARE OT FIALIZED. REF: DETAILS D. 4. CRUSHER FIES TRACK FEASIBILITY TO BE DETERMIED BY FIAL GRADIG AD DRAIAGE DESIG. LADSCAPE PLA 0 SCALE: " = 30' 30' 60' 20' " = 30' L.2 20 Z

4 LEGED EISTIG COCRETE COCRETE ASPHALT DECIDUOUS SHADE TREE ORAMETAL TREE EISTIG TREE PRIMARY BASKETBALL BUCKET GAME WAVY HOPSCOTCH STRIPIG HOPSCOTCH STRIPIG FOUR SQUARE STRIPIG EGIEERED WOOD FIBER TETHERBALL UIT WITH STRIPIG COIFEROUS TREE COCRETE PLAY PIT ACCESS RAMP CRUSHER FIES WITH STABILIZER PEREIAL/GRASS EW CHAI LIK FECIG IRRIGATED TURF BACKLESS BECHES TRASH RECEPTACLES EISTIG FECE SIGLE GATE LOW GROW/O MOW IRRIGATED TURF ROUD METAL TREE GRATE ATURAL BOULDERS DOUBLE GATE LADSCAPE CEDAR MULCH WITH PIED FABRIC SHADE STRUCTURE PARCEL BOUDARY GATEWAY REF: CIVIL FOR PARKIG LOT AD ALL SITE GRADIG AD DRAIAGE OTE:. SITE FURISHIGS TO BE SHOW AT 00% CDS. 2. MOW STRIP SHOW PERIMETER FECE LIE MAY OT BE REQUIRED PEDIG FIAL DRAIAGE PLA. 3. CITY GEOGRAPHY MARKERS ARE OT FIALIZED. REF: DETAILS D. 4. CRUSHER FIES TRACK FEASIBILITY TO BE DETERMIED BY FIAL GRADIG AD DRAIAGE DESIG. OTES. REF: CIVIL FOR GRADIG AD DRAIAGE. 2. ALL EW ASPHALT AD COCRETE TO DRAI AD MAITAI POSITIVE DRAIAGE AWAY FROM BUILDIG. 3. ALL SOFTSCAPE GARDE AREAS TO DRAI AD MAITAI POSITIVE DRAIAGE AWAY FROM BUILDIG AD WALLS. 4. COTRACTOR TO COORDIATE ALL ASPHALT AD COCRETE TESTIG PER THE WRITTE SPECIFICATIOS. 5. ALL ECESSARY ASPHALT AD COCRETE CUTS SHALL BE SAW CUTS. 6. REF: FOR JOIT PLA. 7. PROVIDE RECESSED AD CAULKED EPASIO JOITS PER WRITTE SPECIFICATIOS WHERE COCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, RAMPS, CURBS, STEPS, AD BUILDIG ELEMETS. 8. PROVIDE RECESSED AD CAULKED EPASIO JOITS BETWEE SWIG PIT CURBS AD EISTIG RETAIIG WALL. 9. REF: SHEET FOR COTROL AD EPASIO JOIT DETAILS. 0. FLATWORK COTROL JOITS TO BE TOOLED.. PLAZA COTROL JOITS TO BE SAW CUT. 2. PLAY PIT WALL JOITS TO BE SAW CUT. 3. COCRETE FLATWORK TO HAVE BROOM FIISH PER WRITTE SPECIFICATIOS. 4. COORDIATE COCRETE COLOR SELECTIO WITH LADSCAPE ARCHITECT FROM STADARD COLOR SELECTIO CHART PROVIDED BY COTRACTOR. 5. ALL TREE GRATES TO BE ISTALLED I COCRETE WITH METAL RIG PER MAUFACTURER'S SPECIFICATIOS. 6. ALL SITE FURISHIGS TO BE ISTALLED PER MAUFACTURER'S SPECIFICATIOS. I-GROUD MOUT I ASPHALT AREAS; SURFACE MOUT I COCRETE AREAS. 7. GARDE AREAS TO HAVE PIED LADSCAPE FABRIC AD BARK MULCH. SEE LADSCAPE DETAILS, SHEET. 0 SCALE: " = 30' 30' 60' 20' " = 30' HORIZOTAL SURFACIG PLA L.3 20 Z

5 CURVE TABLE A B C D E F G H I J K L M O P Q R OTE: LAYOUT TO BE COMPLETED AT 00% CD SET. OTES. REF: PLATIG PLA, SHEET 5 FOR LAYOUT OF TREES I SOFT SURFACE. 2. COORDIATE BOULDER SELECTIO, LOCATIO, AD ORIETATIO WITH LADSCAPE ARCHITECT FOR FIELD LAYOUT. 3. COORDIATE FIAL SITE FURISHIGS LOCATIOS WITH LADSCAPE ARCHITECT PRIOR TO ISTALLATIO. 4. AUTOCAD LAYOUT FILE AVAILABLE TO THE COTRACTOR PRIOR TO COSTRUCTIO IF DESIRED FOR FOR DIRECT IPUT OF IFORMATIO BY SURVEYOR. 5. REF: CIVIL FOR PARKIG LOT LAYOUT. 6. ORTHIG & EASTIGS SHOW RELATIVE POSITIOS FROM FIED SITE IMPROVEMETS. 7. THE COTRACTOR SHALL REPORT AY DISCREPACY I PLA VS. FIELD CODITIOS IMMEDIATELY TO THE LADSCAPE ARCHITECT, PRIOR TO COTIUIG WITH THAT PORTIO OF WORK. 8. GEERAL: EDS OF STRAIGHT SECTIOS AD BEGIIGS OF RADII ARE IDICATED O THIS PLA BY CIRCLES. 9. TAGET POITS OF CURVES TO HAVE SMOOTH TRASITIO TO LIES OR CURVES OF AOTHER RADIUS. 0. ALL PLAY PIT DIMESIOIG FROM PIT ITERIOR AS SHOW. ALL ITERIOR PIT MEASUREMETS TO REMAI AS DRAW. PLAY PIT AD PLAY PIT RAMP DIMESIOS AD PLACEMET MUST OT VARY FROM PLA. RAMPS :2.. THE COTRACTOR IS RESPOSIBLE FOR THE COST TO REPAIR UTILITIES, LADSCAPE ELEMETS, PUBLIC AD/OR PRIVATE PROPERTY THAT IS DAMAGED BY THE COTRACTOR OR THEIR SUBCOTRACTOR'S OPERATIOS DURIG ISTALLATIO OR DURIG THE SPECIFIED MAITEACE PERIOD. 2. THE COTRACTOR SHALL BE RESPOSIBLE FOR THE REPAIR OF AY OF THEIR TRECHES OR ECAVATIOS THAT SETTLE. 3. COTRACTOR TO COORDIATE LOCATIO OF IRRIGATIO SLEEVES AD ELECTRICAL CODUIT PRIOR TO COSTRUCTIO. 4. PROVIDE RECESSED AD CAULKED EPASIO JOITS AS SHOW AD PER WRITTE SPECIFICATIOS WHERE COCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, RAMPS, CURBS, STEPS, AD BUILDIG ELEMETS. 5. COTROL JOITS TO BE AS SHOW. 6. PLATS AD IRRIGATIO ADJACET TO BUILDIG TO BE MIIMUM 2' FROM EDGE OF BUILDIG. PLAZA, WALL, AD STAIR LAYOUT " = 0' 0 0' 20' 40' SCALE: " = 0' VARIES LAYOUT PLA 0 SCALE: " = 30' 30' 60' 20' L.4 20 Z

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7 8' 3' 5' ALL LIES TO BE 4" WIDE, COLOR WHITE. FIELD COLORS VARY. 8' 8' 2'-5" 5' 0' ALL LIES TO BE 2" WIDE, COLOR WHITE. STRIPIG PAIT TO BE ASPHALT PAIT PER WRITTE SPECIFICATIO. R6" ALL UMBERS TO BE 6" TALL AD CETERED I SQUARE. ALL LIES AD UMBERS TO BE 2" WIDE, COLOR WHITE. STRIPIG FIELD PAI COLORS VARY '-6" '-6" 6' R3'-8" 8' 3' 3' R9' 35' ALL LIES TO BE 4" WIDE, COLOR WHITE. FIELD COLORS VARY. R3' 4' ALL LIES TO BE 2" WIDE, COLOR WHITE. STRIPIG PAIT TO BE ASPHALT PAIT PER WRITTE SPECIFICATIO. 5' 2' R6' ' 7'-6" 3'-7" R2' 70' 3'-2" 4'-9" I-GROUD MOUT BUCKET GAME '-6" '-6" BLUE YELLOW R4' R6' R9' 7'-6" 7'-6" PURPLE ALL LIES TO BE 4" WIDE, COLOR WHITE. STRIPIG PAIT TO BE ASPHALT PAIT PER WRITTE SPECIFICATIO. OTES. REF: CIVIL FOR PARKIG LOT STRIPIG. 2. REF: CIVIL AD WRITTE SPECIFICATIOS FOR STRIPIG PAIT MATERIAL. 3. WHITE STRIPIG PAIT TO BE SURFACE LAYER OF STRIPIG (O TOP OF COLORED PAIT). 4. COTRACTOR TO SUBMIT COLOR CHARTS TO LADSCAPE ARCHITECT FOR FIAL COLOR SELECTIOS. 5. EDGES TO BE CRISP AD STRAIGHT; CURVES TO BE COTIUOUS. 6. DETAIL CALLOUTS THIS SHEET ARE TYPICAL FOR ALL STRIPED GAMES. FIELD PAIT COLORS ARE SHOW I PLA VIEW AT LEFT. OTES: COLORED FIELD PAITIG WITHI GAMES TO BE SHOW ADDITIOAL SOUD WAVE STRIPIG BY UCD PEDIG. LEGED PRIMARY BASKETBALL BUCKET GAME PAITED AREAS WAVY HOPSCOTCH STRIPIG HOPSCOTCH STRIPIG 0 SCALE: " = 40' 40' 80' 20' 60' PARCEL BOUDARY ROUD METAL TREE GRATE EPASIO JOIT COTROL JOIT FOUR SQUARE STRIPIG SALVAGED TETHERBALL UIT WITH EW STRIPIG SALVAGED BASKETBALL UIT VARIES STRIPIG PLA L.6 20 Z

8 LEGED DECIDUOUS SHADE TREE ORAMETAL TREE EISTIG TREE COIFEROUS TREE PEREIAL/GRASS BACKLESS BECHES TRASH RECEPTACLES ROUD METAL TREE GRATE ATURAL BOULDERS PRIMARY BASKETBAL WAVY HOPSCOTCH S HOPSCOTCH STRIPI FOUR SQUARE STRIP SALVAGED WITH EW STRIPIG TETHERB COCRETE PLAY PIT EISTIG FECE EW CHAI LIK FE DOUBLE SIGLE GATE GATE PARCEL BOUDARY SALVAGED BASKETBA HOODED BACKSTOP SHADE STRUCTURE GATEWAY DETAIL CALLOUT DETAIL SECTIO OTES.CITY MARKERS DETAILS ARE I DEVELOPMET AD OT 3.DETAILS 4.REF: CIVIL OCCURRIG FOR PARKIG MULTIPLE LOT DETAILS, TIMES MAY ICLUDIG OLY BE MOU CA 5.REF 6.REF SHEET SHEET STRIPIG STRIPIG PLA, PLA, AD FOR WRITTE STRIPIG SPECIFICATIOS DETAILS. 7.REF 8.REF SHEET SHEET, PLATIG DETAILS, FOR COCRETE PLA, FOR PLATIG JOIT DETAILS. DETAIL CALLOUT 2.PLATIG DETAILS ARE OT CALLED OUT BUT ARE SHO 0. 9.COORDIATE COORDIATE FIAL BOULDER SITE SELECTIO, FURISHIGS LOCATIO, LOCATIOS AD WIT OR 2. AREAS; ALL SITE SURFACE FURISHIGS MOUT TO I BE COCRETE ISTALLED AREAS. PER MAUFAC 3. REISTALL SALVAGED BASKETBALL AD TETHERBALL TREE U G. REFERECE SPECIFICATIOS BOOK FOR SITE FURISHI OTE: SITE FURISHIGS TO BE SHOW AT 00% CDS. 0 30' 60' 20' SCALE: " = 30' SAMUELS ELEMETA 3985 S Vincennes Ct. Denver " = 30' DETAIL CA L.820 Z

9 OTE:. COCRETE MI DESIG PER STRUCTURAL WALL SPECIFICATIOS. 2. SAW CUT /4" WIDTH COTROL JOITS EVERY TE FEET. COTROL JOITS O TOP OF WALL AD DOW FACE. ALIG SAW CUTS WITH SURROUDIG FLATWORK COCRETE JOITS. 3. SPOT ELEVATIOS ARE AS FOLLOWS (REF: CIVIL): SAW CUT COTROL JOITS 0' O.C., SIDES AD TOP OF WALL. JOITS TO ALIG WITH FLATWORK JOITS FLUSH WITH FIISH GRADE TYPICAL VARIES: 2.25' MI; 2.82' MA; REF: CIVIL & SPOT ELEVATIOS SPOT ELEVATIOS HIGH/LOW TOC* TOM BOC SWIG PIT / PRIMARY/ITERMEDIATE PIT / *TOC VARIES WITH GRADE; REF: CIVIL. '-0" MI. BURIED BOTH SIDES 2- #4 TOP AD BOTTOM #4 8" C/C 2" C/C EQ. EQ. 8" TOP OF CURB (TOC) VARIES; SEE SPOT ELEVATIOS ABOVE R " BULLOSE, TOP OF MULCH (TOM) VARIES; SEE SPOT ELEVATIOS ABOVE REF: STRUCTURAL FOR ETERIOR WALL COCRETE MI OTES:. WALLS SHOW HERE FOR REFERECE OLY - SEE DETAIL, SHEET L.8 FOR ACTUAL WALL COSTRUCTIO DETAIL. 2. REF: CIVIL FOR SPOT GRADES ICLUDIG: TOP OF CURB, BOTTOM OF CURB, AD FIISH GRADE FOR EGIEERED WOOD FIBER. 3. REF: CIVIL FOR PIPE AD DRAIAGE DETAILS. 4. PIT SUBGRADE SLOPES TO CETER 2%. REF: CIVIL FOR DRAI IVERT ELEVATIOS. 5. TOP OF EWF IS LEVEL. COTRACTOR TO OVERFILL PLAY PITS WITH EWF TO A 5" DEPTH FOR A 2" SETTLED DEPTH. (ALL DETAILS AD THE GRADIG PLA FIISH GRADE ELEVATIOS [FG(EWF)] ARE TO THE SETTLED DEPTH.) 6. SAW CUT COTROL JOITS 0' O.C. BOTH SIDES AD TOP OF WALL. EISTIG COCRETE WALK DIMESIO OF EPOSED WALL VARIES BECAUSE TOP OF WALLS SLOPE WITH GRADE; REF: CIVIL FOR SPOT ELEVATIOS SETTLED EWF DEPTH '-0" MI. PREPARED SUBGRADE 95% SPD FLOW - WELL REF: CIVIL PIED LADSCAPE FABRIC ABOVE AD BELOW DRAIAGE AGGREGATE PER WRITTE SPECIFICATIOS DRAIAGE AGGREGATE PER WRITTE SPECIFICATIOS 2% FECIG I ECE AREA TO BE ISTALLED I PLAY PIT WALLS, PER 4' FECE DETAILS SLOPE PER GRADIG PLA RECESS COCRETE CURB TO RECEIVE SLOPED RAMP PER PLA.; ICLUDE " BULLOSE O SIDES OF WALL WHERE ITERUPTED FOR RAMP RECESS COCRETE CURB TO RECEIVE SLOPED RAMP PER PLA.; ICLUDE " BULLOSE O SIDES OF WALL WHERE ITERUPTED FOR RAMP BOTTOM OF CURB (BOC) VARIES; SEE SPOT ELEVATIOS ABOVE PREPARED SUBGRADE 95% SPD CORER CODITIO OMIT WIG FOR SWIG PITS RAMP CORER CODITIO (SEE LADSCAPE PLA) FIISH GRADE 2-3/8" O.D. GALVAIZED, PAITED TETHERBALL POST TACK WELDS, BOTH SIDES TOP 2": 3 8" OR 4" MIUS AGGREGATE GREY GRAITE CRUSHER FIES WITH STABILIZER BIDER PER SPECIFICATIOS 4" DEPTH WIDTH VARIES SLOPE WITH OVERALL GRADE BOTTOM 2": 3 8" OR 4 " MIUS AGGREGATE GREY GRAITE CRUSHER FIES 5' 2: SLOPE SLOPE TO MEET SUBGRADE O ALL SIDES COTRACTIO JOIT 3" O.C. RECESS COCRETE CURB TO RECEIVE SLOPED RAMP PER PLA.; ICLUDE " BULLOSE O SIDES OF WALL WHERE ITERRUPTED FOR RAMP FLUSH WITH SURROUDIG GRADE 5' OR 7'; SEE LAYOUT PLA ' :2 SLOPE ' " TOOLED BULLOSE 36" MI. SCHEDULE 40 PIPE STEEL SLEEVE COCRETE FOOTIG, ISTALLED PER MAUFACTURER'S SPECS. BUT TO 36" FOOTER DEPTH, MI. COMPACTED SUBGRADE 95% SPD 9" PIED LADSCAPE FABRIC PER SPECIFICATIOS WITH OVERLAP AT AY SEAMS MAY VARY 5' OR 7' THREE (3) THUS: CURB SHOW FOR RAMP RELATIOSHIP OLY; SEE DETAILS THIS SHEET FOR CURB COSTRUCTIO. '-6"'-6" PREPARED SUBGRADE - 95% SPD #4 REBAR COTIUOUS COMPACTED SUBGRADE, 95% SPD " /8" /4" /4" 4" THICK (T) OTES:. BOULDERS TO BE RIVER GRAITE, 4 TOS EACH, TYPICAL. 2. SWALE SUBGRADE AROUD BOULDER AS ECESSARY TO ACHIEVE GRADIG AD DRAIAGE PLA. 3. COTRACTOR TO COORDIATE BOULDER SELECTIO AD ORIETATIO WITH LADSCAPE ARCHITECT. 4" ETERIOR COCRETE BROOM FIISH PER WRITTE SPECIFICATIOS (SEE PLA FOR AREAS OF COLORED COCRETE) COMPACTED SUBGRADE, 95% SPD 6' MI. '-6" MA. EGIEERED WOOD FIBER (2" SETTLED DEPTH) DRAIAGE AGGREGATE (4" DEPTH MI.) COMPACTED SUBGRADE, 95% SPD /3 OF BOULDER HEIGHT SEALAT AS SPECIFIED SADSTOE CUT CAPSTOE. 2" THICK WITH " OVERHAGS '-2" ADJACET PLATER BACKFILL AD COMPACT AS ECESSARY TO BURY ALL SIDES UDISTURBED/PREPARED SUBGRADE BROOM FIISH PER WRITTE SPECIFICATIOS PREFORMED JOIT-FILLER STRIPS PER SPECIFICATIOS. SET BETWEE /2" AD " BELOW TOP OF FIISH GRADE. ADJACET PAVIG VARIES COCRETE WORK OTES:. ALL EPOSED VERTICAL COCRETE TO HAVE CLASS FIISH. 2. ALL COCRETE TO BE REIFORCED PER DRAWIGS AD WRITTE SPECIFICATIOS. 3. ALL PIT ITERIORS TO RECEIVE " BULLOSTEJOITS TO BE PLACED PER WRITTE SPECIFICATIOS AD DRAWIGS. 4. WALL JOITS TO BE SAW CUT O 0' CETERS. 5. COCRETE PATCHIG AD/OR SKIM COATIG IS PROHIBITED. ASPHALT 6" '-6" PREPARED SUBGRADE EPOSED WALL HEIGHT VARIES O AMPHITHEATER SIDE. COMPACTED BACKFILL TOP, MID & BOTTOM UDISTURBED SUBGRADE ' COMPACTED BACKFILL FIBER REIFORCED COCRETE PER WRITTE SPECIFICATIO. SLOPED GRASS AMPHITHEATER DETAILS A " = 50' L2. Y

10 STAKIG DIAGRAM W E W E EVERGREES DECIDUOUS DO OT DAMAGE OR PRUE LEADER, PRUE DAMAGED OR DEAD WOOD AD CO-DOMIAT LEADERS AT LADSCAPE ARCHITECT'S DIRECTIO OLY STAIRWAY STEPS: RISE 5 5/8"; TREAD 5" DEPTH, TYPICAL OTES:. REMOVE ALL TWIE AD WIRE BASKET ETIRELY. PULL BURLAP BACK 2. ROOT BALL TO REMAI ITACT. BROKE OR CRUMBLIG ROOT BALL WILL BE REJECTED. REMOVIG THE WIRE WILL OT BE A ECUSE FOR DAMAGED ROOT BALL. 3. SCARIFY ECAVATIO PIT WALLS 4. PLUMB AD ORIET PLATS FOR BEST APPEARACE 2 3 MIIMUM 2" YLO TREE STRAP TREE WRAP TO FIRST BRACH, STARTIG FROM BOTTOM. FASTE AT TOP AD BOTTOM AD AT 2' ITERVALS. OVERLAP 50%. APPLIES TO FALL/WITER DECIDUOUS ISTALLATIOS OLY. 0 ' 2' 4' 8' 6' SCALE: 4" = ' WOOD STAKES MULCH SAUCER 48" DIAMETER AROUD TREE CROW OF ROOTBALL TO BE 3" HIGHER THA GRADE AT WHICH IT GREW 4" DEPTH MULCH, SHREDDED CEDAR, MEDIUM TETURE GALVAIZED 2 GAUGE WIRE TIES, /2" DIA. WHITE PVC SLEEVE ETIRE LEGTH OF WIRE PER WRITTE SPECIFICATIOS FIISH GRADE AMEDED BACKFILL PER WRITTE SPECIFICATIOS EISTIG WALK 2 BALL DIA., MI. BROWSTOE CUT BOULDER, TREE I METAL GRATE REE DEVE SHADE STRUCTURE STEPS: RISE 6", TREAD 2' DEPTH, TYPICAL HADRAIL TO MATCH AS SHOW FOR STAIRS 2% SLOPE PLAZA 5% SLOPE WALK EISTIG WALK OTE:. AY BROKE OR CRUMBLIG ROOTBALL WILL BEREJECTED. REMOVIG TH COTAIER WILL OT BEOTE:AY BROKE OR CRUMBLIG ROOTBALL WIL ECUSE FOR DAMAGED ROOTBALL. 2. PRUE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLATIG. 3. I FROT ED PARKIG SITUATIOS, PLAT SHRUBS MI. 4'-0" BEHID CUR 2'0" MI COCRETE CURB OR SIDEWALK HOLD GRADE I. BELOW EDGE SET SHRUB I. HIGHER THA THE GRADE AT WHICH IT GREW DIG PLAT PIT TWICE AS WIDE AS THE COTAIER SPECIFIED MULCH 4" DEEP FIISH GRADE (ALL JUIPER PLATS SHOULD BE PLATED SO TOP OF ROOT MASS OCCURS AT FIISH GRADE OF MULCH LAYER) LOOSE SIDES OF PLAT PIT AD ROOTB REMOVE COTAIER SPECIFIED BACKFILL MITURE LEVEL 0'x25"x28" BROWSTOE BOULDER. SEE SPECIFICATIOS FOR SUPPLIER. COTRACTOR TO COORDIATE BOULDER SELECTIO AD ORIETATIO WITH LADSCAPE ARCHITECT. BOULDER TO BE SET WITH 28" DIMESIO LATERAL. PREPARED SUBGRADE, PER WRITTE SPECIFICATIOS OT TO ECEED 8" DETAILS B " = 50' L2.2 Y

11 GALVAIZED, POWDER COATED SCHEDULE 40 PIPE.875" O.D., COLOR BLACK. 2" MESH, CHEMICALLY CLEAED, GALVAIZED AD VIYL COATED. 9 GAUGE WIRE, TYPICAL FOR HOOD. COLOR BLACK. KUCKLED TOP AD BOTTOM WEATHER TIGHT CLOSURE CAPS, VIYL COATED ED, CORER, & PULL POSTS O.D. SCHEDULE 40, GALVAIZED AD VIYL COATED. OTE: ALL FECIG PARTS AD ACCESSORIES TO BE VIYL COATED PER WRITTE SPECIFICATIOS FECE FABRIC KUCKLED TOP LIE POST 2.375" O.D. SCHEDULE 40, GALVAIZED AD VIYL COATED. WEATHER TIGHT CLOSURE CAPS WITH OPEIG FOR TOP RAILS VIYL COATED 4'-0" 2'-0" GALVAIZED, POWDER COATED SCHEDULE 40 PIPE. COLOR BLACK..875" O.D., FOR HOOD VERTICAL GALVAIZED, VIYL COATED SCHEDULE 40 PIPE. COLOR BLACK.875" O.D., GALVAIZED FIISH WITH VIYL COATIG, SCHEDULE 40 PIPE. COLOR BLACK. 4.0" O.D., 2" MESH, GALVAIZED AD VIYL COATED 6 GAUGE WIRE, TYPICAL FOR BACK AD SIDES. COLOR BLACK. KUCKLED TOP AD BOTTOM. ALL JOITS TO BE WELDED AD TOUGHED UP PER MAUFACTURE'S RECOMMEDATIOS. 4' 2 GAUGE GALVAIZED, VIYL COATED RAIL TIE, 24" O.C. MAIMUM TESIO CLAMP 4 GAUGE ", 5" O.C. MA. VIYL COATED TESIO BAR FULL HEIGHT /4" x 3/4", VIYL COATED FOR 6' FECE OLY: TESIO WIRE 9 GAUGE, SMOOTH, VIYL COATED WOVE THROUGH AT 2' 0.375" O.D. VIYL COATED TRUSS ROD WITH TURBUCKLE AT AT EDS AD CORERS FECE FABRIC KUCKLED BOTTOM FECE FABRIC: 2" MESH, 9 GAUGE. CHEMICALLY CLEAED, GALVAIZED AD VIYL COATED. 2 GAUGE GALVAIZED, VIYL COATED RAIL TIE, 2" O.C. MAIMUM 2 GAUGE GALVAIZED TESIO WIRE WOVE THROUGH FABRIC. MUST BE COTIUOUS, AT BOTH 8" AD 36" FROM BOTTOM. 3' FOR 4' AD 6' FECE: TESIO WIRE 9 GAUGE, SMOOTH, VIYL COATED WOVE THROUGH AT SECOD DIAMOD COCRETE MOW STRIP SEE DETAIL 2 SHEET L-9 ' MI. 6" MI. 0' MA.; FOR CURVES, 5' O.C. TO MAITAI CURVE 6" 2"0" RECYCLED PLASTIC BASEBOARD, ATTACH WITH PLATE AD BOLT SYSTEM. 4'-6", 6" MI., '-6", 0'-0" 6"2' COCRETE MOW STRIP SEE DETAIL. OTE: PROVIDE BRACE RAIL O BOTTOM OF BACKSTOP (O OPPOSIG SIDE OF RECYCLED BASEBOARD). COCRETE MOW STRIP, 6" DEPTH 2' COCRETE MI PER FLATWORK MI COTROL JOITS AT POSTS 2 /4", POST TOP 6'-0" TESIO BAR (TYP 4 SIDES) 0' OPEIG - FACE TO FACE 3" LATCH: PADLOCK EYE, OPERATIO EITHER SIDE O LIFT-OFF HIGES SCHEDULE 40 GATE POST 4" O.D. MIIMUM 37, TYP, TOP OF STRIP TO BE FLUSH WITH FIISH GRADE SCHEDULE 40 GATE FRAME,.90" O.D. MI. (TYP 4 SIDES) ALL FRAME JOITS WELDED 2 /2" BRACE RAILS & TRUSS RODS, FABRIC AS SPECIFIED ' ', MI. OPE FOR DRAIAGE 8" 6"Ø CAE BOLT/DROP PI ASSEMBLY MOUTED TO GATE, VERTICAL FRAME, DESIGED TO EGAGE STRIKE/GROUD SLEEVE THAT IS EMBEDDED 8" MI. I SLEEVED COCRETE OR ASPHALT (IACTIVE LEAF). 6", MI. ', MI. 36" MI. 4' 3' WEATHER TIGHT POST CAP, VIYL COATED GATE POST 2.875" O.D. SCHEDULE 40, VIYL COATED GATE FRAME.90" O.D. SCHEDULE 40 ( 4 SIDES), VIYL COATED O LIFT-OFF, 80 DEGREE SWIG HIGES, VIYL COATED, 6 FT. GATE: MI. 3 HIGES PER GATE; 4 FT. GATE: MI. 2 HIGES PER GATE 6" 2' 6" ' 5' CHAI LIK FABRIC, 2" MESH, 9 GAUGE, VIYL COATED TESIO BAR (4 SIDES), VIYL COATED MITER CORERS FORK TYPE OPERABLE EITHER SIDE WITH PADLOCK EYE MOW STRIP, SEE DETAIL 2 SHEET L-9 HEIGHT VARIES 4' OR 6' 3' 6" 2' 6" ' MITER ALL JOITS AD WELD TO MAKE A SOLID FRAME 0' CAE BOLT/DROP PI ASSEMBLY MOUTED TO ARROWER GATE, VERTICAL FRAME, DESIGED TO EGAGE STRIKE/GROUD SLEEVE THAT IS EMBEDDED 8" MI. I COCRETE (IACTIVE LEAF). OPE BOTTOM FOR DRAIAGE. 2" O LIFT-OFF, 80 DEGREE SWIG HIGES, 6 FT. GATE: MI. 3 HIGES PER GATE; 4 FT. GATE: MI. 2 HIGES PER GATE, VIYL COATED SCHEDULE 40 GATE POST 3.5 " MI., VIYL COATED CHAI LIK FABRIC, 2" MESH 9 GAUGE, VIYL COATED LATCH: PADLOCK EYE, OPERATIO EITHER SIDE VIYL COATED SCHEDULE 40 GATE FRAME.90" O.D. MI. (TYP 4 SIDES), VIYL COATED TESIO BAR, VIYL COATED (TYP 4 SIDES) MOW STRIP, SEE DETAIL 2 SHEET L-9 DETAILS C VARIES L2.3 Y

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14 PRODUCED BY A AUTODESK EDUCATIOAL PRODUCT PRODUCED BY A AUTODESK EDUCATIOAL PRODUCT CL /4" PLATE WITH CUTOUTS FOR MUSIC /4" PLATE WITH CUTOUTS FOR "SAMUELS" 9' EISTIG FECIG S A M U E L S 2" SQUARE STEEL WOVE WIRE MESH 6" SQUARE TUBULAR STEEL COECTIO TO BE FIALIZED FOR 00% CDS. sequence from Wolfgang Amadeus Mozart, Sonata in C Major, K 545, first movement /4" PLATE WITH CUTOUTS FOR CREDIT PRODUCED BY A AUTODESK EDUCATIOAL PRODUCT 2" PRODUCED BY A AUTODESK EDUCATIOAL PRODUCT GAPS CUT THROUGH PLATE /4" PLATE WITH CUTOUTS FOR MUSIC TOP OF FOOTIG TO MATCH EISTIG FIISH GRADE 4' ', MI. 3" ACHOR BOLTS AD TEMPLATE SUPPLIED BY CETRAL DEVER IROWORKS (EMBED ' MIIMUM) 4-#4 VERTICALS 24" DIAMETER x 4' DEEP PIER AT COLUMS OTES. ALL STRUCTURES TWO COATS POWDER COAT PAIT AD CLEAR COAT, ATI-GRAFITTI FIISH. 2. ALL ROUGH EDGES AD WELDSTO BE GROUD SMOOTH. 5-#3 TIES. 3@ MID-HEIGHT /4" PLATE CUT OUTS OF OTES UDISTURBED SUBGRADE 9 6 " 2' 5" '-3" COMPACTED BACKFILL FECE POST ALIGMET #3 TIES BASE PLATE DOE BY OTHERS. ACQUIRE ACHOR BOLTS AD TEMPLATE FROM CETRAL DEVER IROWORKS) 4-#4 VERTICALS GATEWAY FOOTIG EG/ EG DETAILS F VARIES L2.6 Y