TF-02 OAK GROVE HIGH SCHOOL TRACK & FIELD RESURFACING PROTECT IN PLACE NOTES GENERAL NOTES DEMOLITION NOTES DEMOLITION PLAN LEGEND

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1 LIMIS CONSRUCION LIMIS CONSRUCION LIMIS CONSRUCION PROEC IN PLACE NOES GENERAL NOES DEMOLIION NOES LEGEND Fee SCALE: 1" = 30' S i g n a u r e R e n e w a l D a e D a e OAK GROVE HIGH SCHOOL DEMOLIION PLAN F-02 SA E I FORN I A L LANDSCA PE

2 LIMIS CONSRUCION LIMIS CONSRUCION LIMIS CONSRUCION SURFACING NOES: SURFACING LEGEND: GENERAL NOES: Fee SCALE: 1" = 30' S i g n a u r e R e n e w a l D a e D a e OAK GROVE HIGH SCHOOL SURFACING PLAN F-03 SA E I FORN I A L LANDSCA PE

3 L REFER O MANUFACURER SPECIFICAIONS FOR PRECISE DIMENSIONS SYNHEIC URF INFILL AND SHOCK/DRAIN PAD REFERS O OP INFILL SYNHEIC URF AND INFILL PER SPECIFICAIONS DEPH SHALL BE COMBINAION EXISING RACK SURFACE AND MINIMUM 7mm OVERLAY REFERS O OP SYNHEIC RACK SYNHEIC RACK SURFACING, SEE DEAIL 02 OP INFILL FLUSH WIH OP CONCREE CURB SYNHEIC URF SURFACING, SEE DEAIL 01 SHOCK/DRAIN PAD PER SPECIFICAIONS SYNHEIC RACK OVERLAY PER SPECIFICAIONS GEOEXILE FILER FABRIC PER SPECIFICAIONS EXISING PERMEABLE BASE EXISING ASPHAL BASE EXISING AGGREGAE BASE SHIM OR ADJUS EXISING NAILER BOARD AS NECESSARY O ACCOMMODAE NEW SYNHEIC URF INFILL HEIGH RELAIVE O EXISING SYNHEIC RACK. OP URF INFILL SHALL BE FLUSH WIH OP CONCREE CURB. 1. AFER REMOVAL EXISING SYNHEIC URF AND INFILL REMOVE CRUMB RUBBER AND DEBRIS HA REMAINS. 2. PREPARE FINISHED PERMEABLE BASE FINISHED GRADE PER SPECIFICAIONS. 01 SYNHEIC URF SURFACING 02 SYNHEIC RACK SURFACING 03 SYNHEIC SURFACING & NAILER A CURB EDGE O RADIUS POIN 2" 7-7/8" (20 CM) 42" LANE WIDH 28'-0" 8 LANES X 42" VARIES 12" MIN OUSIDE RACK CURB OR SIDEWALK 8" PAINED LINE 2" PAINED LINE MASK OR CU SYNHEIC RACK MAERIAL FOR SLOED DRAIN OPENINGS FULL POUR 10mm MINIMUM O EXEND O CURB EDGE AS SHOWN SHIM OR ADJUS EXISING NAILER BOARD AS NECESSARY O ACCOMMODAE NEW SYNHEIC URF INFILL HEIGH RELAIVE O EXISING SYNHEIC RACK. OP URF INFILL SHALL BE FLUSH WIH OP CONCREE CURB PER DEAIL 03 ON SHEE F-06. ADJUS ELEVAION EXISING BASE O ACCOMMODAE ADDIIONAL DEPH SHOCK PAD/DRAIN MAERIALS. BLEND OP BASE GRADE A MINIMUM 10'-0" FROM CURB. 48" GIRLS LJ - 8' EXISING COMPACED SUBGRADE EXISING SLOED DRAIN SYNHEIC RACK SURFACE EXISING ASPHAL BASE EXISING CRUSHED AGGREGAE BASE GIRLS riple Jump = 24' BOYS riple Jump = 32' BOYS LJ - 12' EXISING SLOED DRAIN CURB SYNHEIC RACK SURFACING, SEE DEAIL OP INFILL = FINISH GRADE. 2. REPLANCE ANY DAMAGED OR MISSING NAILER WIH 2" X 4" PLASIC NAILER FASENED O CONCREE WIH 3/8" X CONCREE EXPANSION BOLS A 4' O.C. FASEN SYNHEIC URF O NAILER WIH 1" ROING 12" O.C. OP NAILER = DEPH INFILL. 3. DEPH INFILL VARIES BY MANUFACURER, SEE SPECIFICAIONS. SYNHEIC URF SECION, SEE DEAIL RUNNING RACK LANE DIMENSIONS 05 LONG/RIPLE JUMP - PLAN VIEW 06 SYNHEIC SURFACING A SLOED DRAIN LANDSCAPE S i g n a u r e R e n e w a l D a e SYNHEIC URF SECION PER DEAIL 01 REPLACE MISSING OR DAMAGED LIDS. INSALL URF WIH INFILL O BE FLUSH WIH FIELD SURFACE ADJUS BOX ELEVAION O PROVIDE FLUSH RANSIION FROM OP INFILL O OP NON-INFILL URF AS NEEDED AACH URF O LID PER MANUFACURER'S RECOMMENDAIONS FASEN SYNHEIC URF O EXISING NAILER BOARD AACHMEN EXISING PERMEABLE BASE ADHERE SYNHEIC URF WIH MANUFACURER RECOMMENDED ADHESIVE O BOX AND LID. CU URF A LID EDGE SO HA LID MAY BE REMOVED ADJUS BOX ELEVAION O PROVIDE FLUSH RANSIION FROM OP INFILL O OP NON-INFILL URF AS NEEDED INFILL SYNHEIC URF INSALL SHOCK/DRAIN PAD PER MANUFACURER'S REQUIREMENS EXISING DRAIN SONE / BASE MAERIAL SYNHEIC RACK SURFACING, SEE DEAIL 02 18" SYNHEIC URF SECION SEE DEAIL 01 INSALL GEOEXILE FILER FABRIC SEPERAOR BEWEEN 3/4" DRAIN ROCK AND PERMEABLE BASE. REMOVE EXISING PERMEABLE BASE O EXPOSE EXISING CLEAN DRAIN ROCK. BACK FILL WIH 3/4" FULLY FRACURED, CRUSHED DRAIN ROCK PER SPECIFICAIONS. COMPAC IN 6-INCH MAXIMUM LIFS O FLUSH WIH EXISING BASE. SA E D a e OAK GROVE HIGH SCHOOL I A I FORN EXISING CRUSHED DRAIN ROCK EXISING SEEL COMBOX WIH INFILL REENION SYSEM ADJUS OR SHIM NAILER EXISING CONCREE BOX OR DRAIN 1. CONRACOR O POHOLE O DEERMINE CONDIION HE SUBDRAIN ROCK AND PERFORAED SUBDRAIN PIPE. SHOULD HE SUBDRAIN BE ENCASED IN PERMEABLE BASE HE CONRACOR SHALL REMOVE PERMEABLE BASE O HE SPRING-LINE HE EXISIING PERFORAED PIPE AND BACK FILL WIH 3/4" DRAIN ROCK PER SPECIFCAIONS. EXISING SUBDRAIN PIPE DEAILS 07 EXISING COMBOX IN SYNHEIC URF 08 EXISING CONCREE BOX IN SYNHEIC URF 09 SUBDRAIN REPAIR F-05

4 L INSALL WAER SAION ON EXISING CONCREE PAD IN LOCAION DEMOLISHED DRINKING FOUNAIN PER MANUFACURER REQUIREMENS. ANCHOR (6) 3/8" ANCHOR BOLS IN CONCREE. OPERAING PRESSURES: SUPPLY WAER PSI MAXIMUM A DRAIN UNI IS NO FURNISHED WIH SERVICE VALVE. RAP AND SERVICE SOP NO INCLUDED. VERIFY HA EXISING DG IS A MINIMUM DEEP. ADJUS DEPH BLENDING NEW MAERIAL SO NO O DISURB SUBGRADE AND CONAMINAE DG WIH SOIL. CONFIRM 2" DEPH PRIOR O INSALLAION SHIM 1 2 " HICK RECYCLED PLASIC NAILER MAERIAL FOR SHIM. FASEN O EXISING CURB WIH 1 4" x 2" CONCREE SCREWS OR POWDER ACUAED BOLS 18" O.C. SHOCK/DRAIN PAD FLUSH WIH OP SHIM FINISHED BASE MAERIAL A CURB REMOVABLE BOOM COVER 1-1/2" DRAIN 3/8" O.D. UNPLAED COPPER UBE CONNEC. SHU F VALVE BY OHERS. 30" BACK PANEL 22-1/4" 29-11/16" ADD 1/2" DECOMPOSED GRANIE & HOROUGHLY BLEND SABILIZER MIX INO HE OP 2" EXISING DECOMPOSED GRANIE. COMPAC AND MOISURE CONDIION PER SABILIZER MANUFACURER SPECIFICAIONS. CONFIRM 2" DEPH PRIOR O INSALLAION SHIM 1 2 " HICK RECYCLED PLASIC NAILER MAERIAL FOR SHIM. FASEN O EXISING NAILER WOOD SCREWS 18" O.C. SHOCK/DRAIN PAD FLUSH WIH OP SHIM FINISHED BASE MAERIAL FINISHED GRADE (6) 3/8" (MINIMUM) ANCHOR BOLS EXISING CURB OR WALKWAY 01 DRINKING FOUNAIN FILLING SAION 02 DECOMPOSED GRANIE SURFACING 03 URF NAILER SHIM SA E LANDSCAPE S i g n a u r e R e n e w a l D a e D a e I A I FORN OAK GROVE HIGH SCHOOL DEAILS F-06

5 LIMIS CONSRUCION LIMIS DEMOLIION LIMIS CONSRUCION PROEC IN PLACE NOES DEMOLIION NOES LEGEND GENERAL NOES: Fee SCALE: 1" = 30' ANDREW P. HILL HIGH SCHOOL DEMOLIION PLAN F-02 SA E S i g n a u r e R e n e w a l D a e D a e I FORN I A L LANDSCA PE

6 LIMIS CONSRUCION LIMIS CONSRUCION SURFACING NOES: SURFACING LEGEND: GENERAL NOES: Fee SCALE: 1" = 30' S i g n a u r e R e n e w a l D a e D a e ANDREW P. HILL HIGH SCHOOL SURFACING PLAN F-03 SA E I FORN I A L LANDSCA PE

7 L REFER O MANUFACURER SPECIFICAIONS FOR PRECISE DIMENSIONS SYNHEIC URF INFILL AND SHOCK/DRAIN PAD REFERS O OP INFILL SYNHEIC URF AND INFILL PER SPECIFICAIONS DEPH SHALL BE COMBINAION EXISING RACK SURFACE AND MINIMUM 7mm OVERLAY REFERS O OP SYNHEIC RACK SYNHEIC RACK SURFACING, SEE DEAIL 02 OP INFILL FLUSH WIH OP CONCREE CURB SYNHEIC URF SURFACING, SEE DEAIL 01 SHOCK/DRAIN PAD PER SPECIFICAIONS SYNHEIC RACK OVERLAY PER SPECIFICAIONS GEOEXILE FILER FABRIC PER SPECIFICAIONS EXISING PERMEABLE BASE EXISING ASPHAL BASE EXISING AGGREGAE BASE SHIM OR ADJUS EXISING NAILER BOARD AS NECESSARY O ACCOMMODAE NEW SYNHEIC URF INFILL HEIGH RELAIVE O EXISING SYNHEIC RACK. OP URF INFILL SHALL BE FLUSH WIH OP CONCREE CURB. 1. AFER REMOVAL EXISING SYNHEIC URF AND INFILL REMOVE CRUMB RUBBER AND DEBRIS HA REMAINS. 2. PREPARE FINISHED PERMEABLE BASE FINISHED GRADE PER SPECIFICAIONS. 01 SYNHEIC URF SURFACING 02 SYNHEIC RACK SURFACING 03 SYNHEIC SURFACING & NAILER A CURB EDGE O RADIUS POIN 2" 7-7/8" (20 CM) 42" LANE WIDH 28'-0" 8 LANES X 42" VARIES 12" MIN OUSIDE RACK CURB OR SIDEWALK 8" PAINED LINE 2" PAINED LINE MASK OR CU SYNHEIC RACK MAERIAL FOR SLOED DRAIN OPENINGS FULL POUR 10mm MINIMUM O EXEND O CURB EDGE AS SHOWN SHIM OR ADJUS EXISING NAILER BOARD AS NECESSARY O ACCOMMODAE NEW SYNHEIC URF INFILL HEIGH RELAIVE O EXISING SYNHEIC RACK. OP URF INFILL SHALL BE FLUSH WIH OP CONCREE CURB PER DEAIL 03 ON SHEE F-06. ADJUS ELEVAION EXISING BASE O ACCOMMODAE ADDIIONAL DEPH SHOCK PAD/DRAIN MAERIALS. BLEND OP BASE GRADE A MINIMUM 10'-0" FROM CURB. 48" GIRLS LJ - 8' EXISING COMPACED SUBGRADE EXISING SLOED DRAIN SYNHEIC RACK SURFACE EXISING ASPHAL BASE EXISING CRUSHED AGGREGAE BASE GIRLS riple Jump = 24' BOYS riple Jump = 32' BOYS LJ - 12' EXISING SLOED DRAIN CURB SYNHEIC RACK SURFACING, SEE DEAIL OP INFILL = FINISH GRADE. 2. REPLANCE ANY DAMAGED OR MISSING NAILER WIH 2" X 4" PLASIC NAILER FASENED O CONCREE WIH 3/8" X CONCREE EXPANSION BOLS A 4' O.C. FASEN SYNHEIC URF O NAILER WIH 1" ROING 12" O.C. OP NAILER = DEPH INFILL. 3. DEPH INFILL VARIES BY MANUFACURER, SEE SPECIFICAIONS. SYNHEIC URF SECION, SEE DEAIL RUNNING RACK LANE DIMENSIONS 05 LONG/RIPLE JUMP - PLAN VIEW 06 SYNHEIC SURFACING A SLOED DRAIN LANDSCAPE S i g n a u r e R e n e w a l D a e SYNHEIC URF SECION PER DEAIL 01 REPLACE MISSING OR DAMAGED LIDS. INSALL URF WIH INFILL O BE FLUSH WIH FIELD SURFACE ADJUS BOX ELEVAION O PROVIDE FLUSH RANSIION FROM OP INFILL O OP NON-INFILL URF AS NEEDED AACH URF O LID PER MANUFACURER'S RECOMMENDAIONS FASEN SYNHEIC URF O EXISING NAILER BOARD AACHMEN EXISING PERMEABLE BASE ADHERE SYNHEIC URF WIH MANUFACURER RECOMMENDED ADHESIVE O BOX AND LID. CU URF A LID EDGE SO HA LID MAY BE REMOVED ADJUS BOX ELEVAION O PROVIDE FLUSH RANSIION FROM OP INFILL O OP NON-INFILL URF AS NEEDED INFILL SYNHEIC URF INSALL SHOCK/DRAIN PAD PER MANUFACURER'S REQUIREMENS EXISING DRAIN SONE / BASE MAERIAL SYNHEIC RACK SURFACING, SEE DEAIL 02 18" SYNHEIC URF SECION SEE DEAIL 01 INSALL GEOEXILE FILER FABRIC SEPERAOR BEWEEN 3/4" DRAIN ROCK AND PERMEABLE BASE. REMOVE EXISING PERMEABLE BASE O EXPOSE EXISING CLEAN DRAIN ROCK. BACK FILL WIH 3/4" FULLY FRACURED, CRUSHED DRAIN ROCK PER SPECIFICAIONS. COMPAC IN 6-INCH MAXIMUM LIFS O FLUSH WIH EXISING BASE. SA E D a e ANDREW P. HILL HIGH SCHOOL I A I FORN EXISING CRUSHED DRAIN ROCK EXISING SEEL COMBOX WIH INFILL REENION SYSEM ADJUS OR SHIM NAILER BOARD EXISING CONCREE BOX OR DRAIN 1. CONRACOR O POHOLE O DEERMINE CONDIION HE SUBDRAIN ROCK AND PERFORAED SUBDRAIN PIPE. SHOULD HE SUBDRAIN BE ENCASED IN PERMEABLE BASE HE CONRACOR SHALL REMOVE PERMEABLE BASE O HE SPRING-LINE HE EXISIING PERFORAED PIPE AND BACK FILL WIH 3/4" DRAIN ROCK PER SPECIFCAIONS. EXISING SUBDRAIN PIPE DEAILS 07 EXISING COMBOX IN SYNHEIC URF 08 EXISING CONCREE BOX IN SYNHEIC URF 09 SUBDRAIN REPAIR F-05

8 L INSALL WAER SAION ON EXISING CONCREE PAD IN LOCAION DEMOLISHED DRINKING FOUNAIN PER MANUFACURER REQUIREMENS. ANCHOR (6) 3/8" ANCHOR BOLS IN CONCREE. OPERAING PRESSURES: SUPPLY WAER PSI MAXIMUM A DRAIN UNI IS NO FURNISHED WIH SERVICE VALVE. RAP AND SERVICE SOP NO INCLUDED. VERIFY HA EXISING DG IS A MINIMUM DEEP. ADJUS DEPH BLENDING NEW MAERIAL SO NO O DISURB SUBGRADE AND CONAMINAE DG WIH SOIL. CONFIRM 2" DEPH PRIOR O INSALLAION SHIM 1 2 " HICK RECYCLED PLASIC NAILER MAERIAL FOR SHIM. FASEN O EXISING CURB WIH 1 4" x 2" CONCREE SCREWS OR POWDER ACUAED BOLS 18" O.C. SHOCK/DRAIN PAD FLUSH WIH OP SHIM FINISHED BASE MAERIAL A CURB REMOVABLE BOOM COVER 1-1/2" DRAIN 3/8" O.D. UNPLAED COPPER UBE CONNEC. SHU F VALVE BY OHERS. 30" BACK PANEL 22-1/4" 29-11/16" ADD 1/2" DECOMPOSED GRANIE & HOROUGHLY BLEND SABILIZER MIX INO HE OP 2" EXISING DECOMPOSED GRANIE. COMPAC AND MOISURE CONDIION PER SABILIZER MANUFACURER SPECIFICAIONS. CONFIRM 2" DEPH PRIOR O INSALLAION SHIM 1 2 " HICK RECYCLED PLASIC NAILER MAERIAL FOR SHIM. FASEN O EXISING NAILER WOOD SCREWS 18" O.C. SHOCK/DRAIN PAD FLUSH WIH OP SHIM FINISHED BASE MAERIAL FINISHED GRADE (6) 3/8" (MINIMUM) ANCHOR BOLS EXISING CURB OR WALKWAY 01 DRINKING FOUNAIN FILLING SAION 02 DECOMPOSED GRANIE SURFACING 03 URF NAILER SHIM SA E LANDSCAPE S i g n a u r e R e n e w a l D a e D a e I A I FORN ANDREW P. HILL HIGH SCHOOL DEAILS F-06

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