EAST SIDE UNION HIGH SCHOOL DISTRICT TRACK & FIELD RESURFACING PROJECTS BID DOCUMENTS

Transcription

1 EAST SIDE UNION HIGH SCHOOL DISTRICT PROJECTS BID DOCUMENTS OWNER VICINITY MAP PIEDMONT HILLS HIGH SCHOOL YERBA BUENA HIGH SCHOOL JAMES LICK HIGH SCHOOL PIEDMONT HILLS SHEET INDEX SCOPE OF WORK YERBA BUENA SHEET INDEX JAMES LICK SHEET INDEX PREPARED BY:

2 STANDARD ENGINEERING NOTES PIEDMONT HILLS HIGH SCHOOL 1377 PIEDMONT ROAD SAN JOSE, CA SITE VICINITY MAP RUSKIN DR PIEDMONT RD SHEET INDEX MAUNA KEA LN OWNER PROJECT LIMITS ZION LN ENGINEER PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2017 LOCATION MAP SCOPE OF WORK LANDSCAPE ARCHITECT PIEDMONT HILLS HIGH SCHOOL COVER TF-01

3 PROTECT IN PLACE NOTES GENERAL NOTES DEMOLITION NOTES LEGEND PIEDMONT HILLS HIGH SCHOOL DEMOLITION PLAN TF-02

4 PROTECT IN PLACE NOTES GENERAL NOTES DEMOLITION NOTES LEGEND PIEDMONT HILLS HIGH SCHOOL DEMOLITION PLAN TF-03

5 SURFACING NOTES: GENERAL NOTES: SURFACING LEGEND: PIEDMONT HILLS HIGH SCHOOL SURFACING PLAN TF-04

6 LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION SURFACING NOTES: LEGEND GENERAL NOTES: PIEDMONT HILLS HIGH SCHOOL SURFACING PLAN TF-05

7 P I E D M O N T H I L L S P I R A T E S P I R A T E S COLOR GRAPHICS NOTES: COLOR GRAPHICS LEGEND PIEDMONT HILLS HIGH SCHOOL COLOR GRAPHCIS PLAN TF-06

8 REFER TO MANUFACTURER SPECIFICATIONS FOR PRECISE DIMENSIONS OF SYNTHETIC TURF INFILL AND SHOCK/DRAIN PAD FINISHED GRADE (FG) REFERS TO TOP OF INFILL SYNTHETIC TURF AND INFILL PER SPECIFICATIONS DEPTH SHALL BE A COMBINATION OF EXISTING TRACK SURFACE AND MINIMUM 7mm OVERLAY FINISHED GRADE (FG) REFERS TO TOP OF SYNTHETIC TRACK 3" TOP OF INFILL FLUSH WITH TOP OF CONCRETE CURB WHERE APPLICABLE SYNTHETIC TURF SURFACING, SEE DETAIL 01 SHOCK/DRAIN PAD PER SPECIFICATIONS SYNTHETIC TRACK OVERLAY PER SPECIFICATIONS GEOTEXTILE FILTER FABRIC PER SPECIFICATIONS EXISTING PERMEABLE BASE EXISTING ASPHALT BASE EXISTING AGGREGATE BASE SHIM OR ADJUST EXISTING NAILER BOARD AS NECESSARY TO ACCOMMODATE NEW SYNTHETIC TURF INFILL HEIGHT RELATIVE TO EXISTING SYNTHETIC TRACK. TOP OF TURF INFILL SHALL BE FLUSH WITH TOP OF SYNTHETIC TRACK SURFACE. NOTE: 1. AFTER REMOVAL OF EXISTING SYNTHETIC TURF AND INFILL REMOVE CRUMB RUBBER AND DEBRIS THAT REMAINS. 2. PREPARE FINISHED PERMEABLE BASE FINISHED GRADE PER SPECIFICATIONS. SUBGRADE 01 SYNTHETIC TURF SURFACING 02 SYNTHETIC TRACK SURFACING 03 SYNTHETIC SURFACING & NAILER AT CURB EDGE SHIM OR ADJUST EXISTING NAILER BOARD AS NECESSARY TO ACCOMMODATE NEW SYNTHETIC TURF INFILL HEIGHT RELATIVE TO EXISTING SYNTHETIC TRACK. TOP OF TURF INFILL SHALL BE FLUSH WITH TOP OF SYNTHETIC TRACK SURFACE. TO RADIUS POINT 3" 2" 7-7/8" (20 CM) 42" LANE WIDTH 28'-0" 8 LANES X 42" VARIES 12" MIN OUTSIDE TRACK CURB OR SIDEWALK 8" PAINTED LINE 2" PAINTED LINE 3" ADJUST ELEVATION OF EXISTING BASE TO ACCOMMODATE ADDITIONAL DEPTH OF SHOCK PAD/DRAIN MATERIALS. BLEND TOP OF BASE GRADE A MINIMUM 10'-0" FROM CURB. 42" GIRLS LJ - 8' EXISTING COMPACTED SUBGRADE EXISTING SLOTTED DRAIN SYNTHETIC TRACK SURFACE EXISTING ASPHALT BASE EXISTING CRUSHED AGGREGATE BASE BOYS LJ - 12' GIRLS Triple Jump = 24' BOYS Triple Jump = 32' EXISTING CURB NOTE: 1. TOP OF INFILL = FINISH GRADE. 2. REPLANCE ANY DAMAGED OR MISSING NAILER WITH 2" X 4" PLASTIC NAILER FASTENED TO CONCRETE WITH 3/8" X 3" CONCRETE EXPANSION BOLTS AT 4' O.C. FASTEN SYNTHETIC TURF TO NAILER WITH 1" ROOFING 12" O.C. TOP OF NAILER = DEPTH OF INFILL. 3. DEPTH OF INFILL VARIES BY MANUFACTURER, SEE SPECIFICATIONS. SYNTHETIC TURF SECTION, SEE DETAIL RUNNING TRACK LANE DIMENSIONS 05 LONG/TRIPLE JUMP - PLAN VIEW 06 SYNTHETIC SURFACING AT FIELD EDGE SYNTHETIC TURF SECTION PER DETAIL 01 REPLACE MISSING OR DAMAGED LIDS. INSTALL TURF WITH INFILL TO BE FLUSH WITH FIELD SURFACE ATTACH TURF TO LID PER MANUFACTURER'S RECOMMENDATIONS FASTEN SYNTHETIC TURF TO EXISTING NAILER BOARD ATTACHMENT ADHERE SYNTHETIC TURF WITH MANUFACTURER RECOMMENDED ADHESIVE TO BOX AND LID. CUT TURF AT LID EDGE SO THAT LID MAY BE REMOVED ADJUST BOX ELEVATION TO PROVIDE FLUSH TRANSITION FROM TOP OF INFILL TO TOP OF NON-INFILL TURF AS NEEDED 18" SYNTHETIC TURF SECTION SEE DETAIL 01 EXISTING PERMEABLE BASE EXISTING STEEL COMBOX WITH INFILL RETENTION SYSTEM EXISTING CONCRETE BOX INFILL SYNTHETIC TURF INSTALL SHOCK/DRAIN PAD PER MANUFACTURER'S REQUIREMENTS EXISTING DRAIN STONE / BASE MATERIAL ATTACH SYNTHETIC TURF TO ALL BOXES WITH NAILER BOARD PER SPECIFICATIONS NOTE: 1. CONTRACTOR TO POTHOLE TO DETERMINE CONDITION OF THE SUBDRAIN ROCK AND PERFORATED SUBDRAIN PIPE. SHOULD THE SUBDRAIN BE ENCASED IN PERMEABLE BASE THE CONTRACTOR SHALL REMOVE PERMEABLE BASE TO THE SPRING-LINE OF THE EXISITING PERFORATED PIPE AND BACK FILL WITH 3/4" DRAIN ROCK PER SPECIFCATIONS. INSTALL GEOTEXTILE FILTER FABRIC SEPERATOR BETWEEN 3/4" DRAIN ROCK AND PERMEABLE BASE. REMOVE EXISTING PERMEABLE BASE TO EXPOSE EXISTING CLEAN DRAIN ROCK. BACK FILL WITH 3/4" CRUSHED DRAIN ROCK PER SPECIFICATIONS. COMPACT IN 6-INCH MAXIMUM LIFTS TO FLUSH WITH EXISTING BASE. EXISTING CRUSHED DRAIN ROCK EXISTING SUBDRAIN PIPE PIEDMONT HILLS HIGH SCHOOL DETAILS 07 EXISTING COMBOX IN SYNTHETIC TURF 08 EXISTING CONCRETE BOX IN SYNTHETIC TURF 09 SUBDRAIN REPAIR TF-07

9 INSTALL WATER STATION ON EXISTING CONCRETE PAD IN LOCATION OF DEMOLISHED DRINKING FOUNTAIN. ANCHOR (6) 3/8" ANCHOR BOLTS IN CONCRETE. OPERATING PRESSURES: SUPPLY WATER PSI MAXIMUM LOCATE AND INSTALL PLUMBING THROUGH GROUND AS REQUIRED. NOTE: UNIT IS NOT FURNISHED WITH SERVICE VALVE. POSITION PEDESTAL OVER PLUMBING AND SECURE BASE TO FASTENERS. REMOVE ACCESS PANELS AND CONNECT SUPPLY AND WATER LINES. TURN ON WATER SUPPLY AND CHECK FOR LEAKS. REASSEMBLE ACCESS PANELS TO PEDESTAL. TRAP AND SERVICE STOP NOT INCLUDED. VERIFY THAT EXISTING DG IS A MINIMUM OF 3" DEEP. ADJUST DEPTH OF BLENDING NEW MATERIAL SO NOT TO DISTURB SUBGRADE AND CONTAMINATE DG WITH SOIL. FINISHED GRADE (FG) REFERS TO TOP OF SYNTHETIC TRACK REMOVABLE BOTTOM COVER 1-1/2" DRAIN 3/8" O.D. UNPLATED COPPER TUBE CONNECT. SHUT OFF VALVE BY OTHERS. 30" BACK PANEL 22-1/4" 29-11/16" ADD 1/2" OF DECOMPOSED GRANITE & THOROUGHLY BLEND STABILIZER MIX INTO THE TOP 2" OF EXISTING DECOMPOSED GRANITE. COMPACT AND MOISTURE CONDITION PER STABILIZER MANUFACTURER SPECIFICATIONS. FINISHED GRADE (6) 3/8" (MINIMUM) ANCHOR BOLTS 10 DRINKING FOUNTAIN FILLING STATION 11 DECOMPOSED GRANITE SURFACING REFER TO MANUFACTURE SPECIFICATIONS DATA FOR PRECISE DEPTH OF SYNTHETIC TRACK SURFACE FINISHED GRADE OF LANDSCAPE AREA PRESSURE TREATED 2X6 WOOD HEADER BOARD TOP OF BASE FLUSH WITH ADJACENT ASPHALT AND WOOD HEADER. 5'-0" REMOVE TOP 2" OF EXISTING SOIL & ORGANICES AND APPLY TOPSOIL AS NEEDED TO BLEND FINISHED GRADE TO1-1/2" BELOW TOP OF CURB. INSTALL NEW SOD TOMATCH EXISTING TURF BLEND. ADJUST IRRIGATION HEADS, BOXES AND UTILITIES AS NEEDED. SYNTHETIC TRACK SURFACE REFERS TO TOP OF SYNTHETIC TRACK 1-1/2" CLASS 2 BASE ROCK COMPACTED TO 95% DRY DENSITY 4" 4" ASPHALT APPLIED IN TWO LIFTS PER SPECIFICATIONS 18" 12" STEEL FORMING PIN FASTENED TO WOOD HEADER 24" O.C. WITH 1-3/4" WOOD SCREWS EXISTING SLOTTED DRAIN CURB CLASS 2 BASE ROCK COMPACTED TO 95% DRY DENSITY RIP AND COMPACT 8" OF SUBGRADE TO 95% DRY DENBSITY 8" RIP AND RECOMPACT NOTES: 1. IMPORTED TOPSOIL SOIL SHALL BE SANDY LOAM FROM CERTIFIED SOURCE. 3. CONTRACTOR SHALL SUBMIT TOPSOIL AND TURF PRODUCT DATA FOR APPROVAL PRIOR TO DELIVER OF MATERIAL. 3. CONTRACTOR SHALL HAVE TOPSOIL SAMPLE TESTED AT A SOIL LAB AND AMEND SOIL PER LAB RECOMMENDATIONS FOR TURF GRASS. 12 ASPHALT REPAIR & TRACK SURFACING 13 COMPACTED BASE PAVING & WOOD HEADER 14 COMPACTED BASE PAVING & WOOD HEADER PIEDMONT HILLS HIGH SCHOOL DETAILS TF-08

10 STANDARD ENGINEERING NOTES YERBA BUENA HIGH SCHOOL 1855 LUCRETIA AVE, SAN JOSE, CA SITE VICINITY MAP SHEET INDEX PROJECT LIMITS OWNER ENGINEER PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2017 LOCATION MAP SCOPE OF WORK LANDSCAPE ARCHITECT YERBA BUENA HIGH SCHOOL COVER TF-01

11 LIMITS OF DEMOLITION LIMITS OF DEMOLITION PROTECT IN PLACE NOTES GENERAL NOTES DEMOLITION NOTES LEGEND YERBA BUENA HIGH SCHOOL DEMOLITION PLAN TF-02

12 LIMITS OF OF CONSTRUCTION CONSTRUCTION SURFACING NOTES: SURFACING LEGEND: GENERAL NOTES: YERBA BUENA HIGH SCHOOL SURFACING PLAN TF-03

13 W A R R I O R S Y E R B A B U E N A W A R R I O R S COLOR GRAPHICS NOTES: COLOR GRAPHICS LEGEND YERBA BUENA HIGH SCHOOL GRAPHICS PLAN TF-04

14 REFER TO MANUFACTURER SPECIFICATIONS FOR PRECISE DIMENSIONS OF SYNTHETIC TURF INFILL AND SHOCK/DRAIN PAD FINISHED GRADE (FG) REFERS TO TOP OF INFILL SYNTHETIC TURF AND INFILL PER SPECIFICATIONS DEPTH SHALL BE COMBINATION OF EXISTING TRACK SURFACE AND MINIMUM 7mm OVERLAY FINISHED GRADE (FG) REFERS TO TOP OF SYNTHETIC TRACK 3" SYNTHETIC TRACK SURFACING, SEE DETAIL 01 TOP OF INFILL FLUSH WITH TOP OF CONCRETE CURB SYNTHETIC TURF SURFACING, SEE DETAIL 01 SHOCK/DRAIN PAD PER SPECIFICATIONS SYNTHETIC TRACK OVERLAY PER SPECIFICATIONS GEOTEXTILE FILTER FABRIC PER SPECIFICATIONS EXISTING PERMEABLE BASE EXISTING ASPHALT BASE EXISTING AGGREGATE BASE SHIM OR ADJUST EXISTING NAILER BOARD AS NECESSARY TO ACCOMMODATE NEW SYNTHETIC TURF INFILL HEIGHT RELATIVE TO EXISTING SYNTHETIC TRACK. TOP OF TURF INFILL SHALL BE FLUSH WITH TOP OF SYNTHETIC TRACK SURFACE. NOTE: 1. AFTER REMOVAL OF EXISTING SYNTHETIC TURF AND INFILL REMOVE CRUMB RUBBER AND DEBRIS THAT REMAINS. 2. PREPARE FINISHED PERMEABLE BASE FINISHED GRADE PER SPECIFICATIONS. SUBGRADE 01 SYNTHETIC TURF SURFACING 02 SYNTHETIC TRACK SURFACING 03 SYNTHETIC SURFACING & NAILER AT CURB EDGE MASK OR CUT SYNTHETIC TRACK MATERIAL FOR SLOTTED DRAIN OPENINGS SHIM OR ADJUST EXISTING NAILER BOARD AS NECESSARY TO ACCOMMODATE NEW SYNTHETIC TURF INFILL HEIGHT RELATIVE TO EXISTING SYNTHETIC TRACK. TOP OF TURF INFILL SHALL BE FLUSH WITH TOP OF SYNTHETIC TRACK SURFACE. TO RADIUS POINT 3" 2" 7-7/8" (20 CM) 42" LANE WIDTH 28'-0" 8 LANES X 42" VARIES 12" MIN OUTSIDE TRACK CURB OR SIDEWALK 8" PAINTED LINE 2" PAINTED LINE 3" ADJUST ELEVATION OF EXISTING BASE TO ACCOMMODATE ADDITIONAL DEPTH OF SHOCK PAD/DRAIN MATERIALS. BLEND TOP OF BASE GRADE A MINIMUM 10'-0" FROM CURB. 42" GIRLS LJ - 8' EXISTING COMPACTED SUBGRADE EXISTING SLOTTED DRAIN SYNTHETIC TRACK SURFACE EXISTING ASPHALT BASE EXISTING CRUSHED AGGREGATE BASE BOYS LJ - 12' GIRLS Triple Jump = 24' BOYS Triple Jump = 32' EXISTING SLOTTED DRAIN CURB SYNTHETIC TRACK SURFACING, SEE DETAIL 01 NOTE: 1. TOP OF INFILL = FINISH GRADE. 2. REPLANCE ANY DAMAGED OR MISSING NAILER WITH 2" X 4" PLASTIC NAILER FASTENED TO CONCRETE WITH 3/8" X 3" CONCRETE EXPANSION BOLTS AT 4' O.C. FASTEN SYNTHETIC TURF TO NAILER WITH 1" ROOFING 12" O.C. TOP OF NAILER = DEPTH OF INFILL. 3. DEPTH OF INFILL VARIES BY MANUFACTURER, SEE SPECIFICATIONS. SYNTHETIC TURF SECTION, SEE DETAIL RUNNING TRACK LANE DIMENSIONS 05 LONG/TRIPLE JUMP - PLAN VIEW 06 SYNTHETIC SURFACING AT SLOTTED DRAIN SYNTHETIC TURF SECTION PER DETAIL 01 REPLACE MISSING OR DAMAGED LIDS. INSTALL TURF WITH INFILL TO BE FLUSH WITH FIELD SURFACE ATTACH TURF TO LID PER MANUFACTURER'S RECOMMENDATIONS FASTEN SYNTHETIC TURF TO EXISTING NAILER BOARD ATTACHMENT ADHERE SYNTHETIC TURF WITH MANUFACTURER RECOMMENDED ADHESIVE TO BOX AND LID. CUT TURF AT LID EDGE SO THAT LID MAY BE REMOVED ADJUST BOX ELEVATION TO PROVIDE FLUSH TRANSITION FROM TOP OF INFILL TO TOP OF NON-INFILL TURF AS NEEDED SYNTHETIC TRACK SURFACING, SEE DETAIL 01 18" SYNTHETIC TURF SECTION SEE DETAIL 01 EXISTING PERMEABLE BASE EXISTING STEEL COMBOX WITH INFILL RETENTION SYSTEM INFILL SYNTHETIC TURF INSTALL SHOCK/DRAIN PAD PER MANUFACTURER'S REQUIREMENTS EXISTING DRAIN STONE / BASE MATERIAL INSTALL GEOTEXTILE FILTER FABRIC SEPERATOR BETWEEN 3/4" DRAIN ROCK AND PERMEABLE BASE. REMOVE EXISTING PERMEABLE BASE TO EXPOSE EXISTING CLEAN DRAIN ROCK. BACK FILL WITH 3/4" CRUSHED DRAIN ROCK PER SPECIFICATIONS. COMPACT IN 6-INCH MAXIMUM LIFTS TO FLUSH WITH EXISTING BASE. EXISTING CRUSHED DRAIN ROCK YERBA BUENA HIGH SCHOOL ATTACH SYNTHETIC TURF TO ALL BOXES WITH NAILER BOARD PER SPECIFICATIONS EXISTING CONCRETE BOX NOTE: 1. CONTRACTOR TO POTHOLE TO DETERMINE CONDITION OF THE SUBDRAIN ROCK AND PERFORATED SUBDRAIN PIPE. SHOULD THE SUBDRAIN BE ENCASED IN PERMEABLE BASE THE CONTRACTOR SHALL REMOVE PERMEABLE BASE TO THE SPRING-LINE OF THE EXISITING PERFORATED PIPE AND BACK FILL WITH 3/4" DRAIN ROCK PER SPECIFCATIONS. EXISTING SUBDRAIN PIPE DETAILS 07 EXISTING COMBOX IN SYNTHETIC TURF 08 EXISTING CONCRETE BOX IN SYNTHETIC TURF 09 SUBDRAIN REPAIR TF-05

15 INSTALL WATER STATION ON EXISTING CONCRETE PAD IN LOCATION OF DEMOLISHED DRINKING FOUNTAIN. ANCHOR (6) 3/8" ANCHOR BOLTS IN CONCRETE. OPERATING PRESSURES: SUPPLY WATER PSI MAXIMUM LOCATE AND INSTALL PLUMBING THROUGH GROUND AS REQUIRED. NOTE: UNIT IS NOT FURNISHED WITH SERVICE VALVE. POSITION PEDESTAL OVER PLUMBING AND SECURE BASE TO FASTENERS. REMOVE ACCESS PANELS AND CONNECT SUPPLY AND WATER LINES. TURN ON WATER SUPPLY AND CHECK FOR LEAKS. REASSEMBLE ACCESS PANELS TO PEDESTAL. TRAP AND SERVICE STOP NOT INCLUDED. VERIFY THAT EXISTING DG IS A MINIMUM OF 3" DEEP. ADJUST DEPTH OF BLENDING NEW MATERIAL SO NOT TO DISTURB SUBGRADE AND CONTAMINATE DG WITH SOIL. FINISHED GRADE (FG) REFERS TO TOP OF SYNTHETIC TRACK REMOVABLE BOTTOM COVER 1-1/2" DRAIN 3/8" O.D. UNPLATED COPPER TUBE CONNECT. SHUT OFF VALVE BY OTHERS. 30" BACK PANEL 22-1/4" 29-11/16" ADD 1/2" OF DECOMPOSED GRANITE & THOROUGHLY BLEND STABILIZER MIX INTO THE TOP 2" OF EXISTING DECOMPOSED GRANITE. COMPACT AND MOISTURE CONDITION PER STABILIZER MANUFACTURER SPECIFICATIONS. FINISHED GRADE (6) 3/8" (MINIMUM) ANCHOR BOLTS 10 DRINKING FOUNTAIN FILLING STATION 11 DECOMPOSED GRANITE SURFACING YERBA BUENA HIGH SCHOOL DETAILS TF-06

16 STANDARD ENGINEERING NOTES JAMES LICK HIGH SCHOOL 57 N WHITE RD, SAN JOSE, CA SITE VICINITY MAP N WHITE RD SHEET INDEX PROJECT LIMITS ALUM ROCK RD OWNER ENGINEER PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2017 LOCATION MAP SCOPE OF WORK LANDSCAPE ARCHITECT JAMES LICK HIGH SCHOOL COVER TF-01

17 PROTECT IN PLACE NOTES GENERAL NOTES DEMOLITION NOTES LEGEND MATCH LINE SEE LEFT JAMES LICK HIGH SCHOOL DEMOLITION PLAN MATCH LINE SEE RIGHT TF-02

18 SURFACING NOTES: GENERAL NOTES: SURFACING LEGEND: MATCH LINE SEE LEFT JAMES LICK HIGH SCHOOL SURFACING PLAN MATCH LINE SEE RIGHT TF-03

19 C O M E T S J A M E S L I C K C O M E T S COLOR GRAPHICS NOTES: COLOR GRAPHICS LEGEND JAMES LICK HIGH SCHOOL SURFACING PLAN TF-03

20 REFER TO MANUFACTURER SPECIFICATIONS FOR PRECISE DIMENSIONS OF SYNTHETIC TURF INFILL AND SHOCK/DRAIN PAD FINISHED GRADE (FG) REFERS TO TOP OF INFILL SYNTHETIC TURF AND INFILL PER SPECIFICATIONS DEPTH SHALL BE COMBINATION OF EXISTING TRACK SURFACE AND MINIMUM 7mm OVERLAY FINISHED GRADE (FG) REFERS TO TOP OF SYNTHETIC TRACK 3" SYNTHETIC TRACK SURFACING, SEE DETAIL 01 TOP OF INFILL FLUSH WITH TOP OF CONCRETE CURB SYNTHETIC TURF SURFACING, SEE DETAIL 01 SHOCK/DRAIN PAD PER SPECIFICATIONS SYNTHETIC TRACK OVERLAY PER SPECIFICATIONS GEOTEXTILE FILTER FABRIC PER SPECIFICATIONS EXISTING PERMEABLE BASE EXISTING ASPHALT BASE EXISTING AGGREGATE BASE SHIM OR ADJUST EXISTING NAILER BOARD AS NECESSARY TO ACCOMMODATE NEW SYNTHETIC TURF INFILL HEIGHT RELATIVE TO EXISTING SYNTHETIC TRACK. TOP OF TURF INFILL SHALL BE FLUSH WITH TOP OF SYNTHETIC TRACK SURFACE. NOTE: 1. AFTER REMOVAL OF EXISTING SYNTHETIC TURF AND INFILL REMOVE CRUMB RUBBER AND DEBRIS THAT REMAINS. 2. PREPARE FINISHED PERMEABLE BASE FINISHED GRADE PER SPECIFICATIONS. SUBGRADE 01 SYNTHETIC TURF SURFACING 02 SYNTHETIC TRACK SURFACING 03 SYNTHETIC SURFACING & NAILER AT CURB EDGE MASK OR CUT SYNTHETIC TRACK MATERIAL FOR SLOTTED DRAIN OPENINGS SHIM OR ADJUST EXISTING NAILER BOARD AS NECESSARY TO ACCOMMODATE NEW SYNTHETIC TURF INFILL HEIGHT RELATIVE TO EXISTING SYNTHETIC TRACK. TOP OF TURF INFILL SHALL BE FLUSH WITH TOP OF SYNTHETIC TRACK SURFACE. TO RADIUS POINT 3" 2" 7-7/8" (20 CM) 42" LANE WIDTH 28'-0" 8 LANES X 42" VARIES 12" MIN OUTSIDE TRACK CURB OR SIDEWALK 8" PAINTED LINE 2" PAINTED LINE 3" ADJUST ELEVATION OF EXISTING BASE TO ACCOMMODATE ADDITIONAL DEPTH OF SHOCK PAD/DRAIN MATERIALS. BLEND TOP OF BASE GRADE A MINIMUM 10'-0" FROM CURB. 42" GIRLS LJ - 8' EXISTING COMPACTED SUBGRADE EXISTING SLOTTED DRAIN SYNTHETIC TRACK SURFACE EXISTING ASPHALT BASE EXISTING CRUSHED AGGREGATE BASE BOYS LJ - 12' GIRLS Triple Jump = 24' BOYS Triple Jump = 32' EXISTING SLOTTED DRAIN CURB SYNTHETIC TRACK SURFACING, SEE DETAIL 01 NOTE: 1. TOP OF INFILL = FINISH GRADE. 2. REPLANCE ANY DAMAGED OR MISSING NAILER WITH 2" X 4" PLASTIC NAILER FASTENED TO CONCRETE WITH 3/8" X 3" CONCRETE EXPANSION BOLTS AT 4' O.C. FASTEN SYNTHETIC TURF TO NAILER WITH 1" ROOFING 12" O.C. TOP OF NAILER = DEPTH OF INFILL. 3. DEPTH OF INFILL VARIES BY MANUFACTURER, SEE SPECIFICATIONS. SYNTHETIC TURF SECTION, SEE DETAIL RUNNING TRACK LANE DIMENSIONS 05 LONG/TRIPLE JUMP - PLAN VIEW 06 SYNTHETIC SURFACING AT SLOTTED DRAIN SYNTHETIC TURF SECTION PER DETAIL 01 REPLACE MISSING OR DAMAGED LIDS. INSTALL TURF WITH INFILL TO BE FLUSH WITH FIELD SURFACE ATTACH TURF TO LID PER MANUFACTURER'S RECOMMENDATIONS FASTEN SYNTHETIC TURF TO EXISTING NAILER BOARD ATTACHMENT ADHERE SYNTHETIC TURF WITH MANUFACTURER RECOMMENDED ADHESIVE TO BOX AND LID. CUT TURF AT LID EDGE SO THAT LID MAY BE REMOVED ADJUST BOX ELEVATION TO PROVIDE FLUSH TRANSITION FROM TOP OF INFILL TO TOP OF NON-INFILL TURF AS NEEDED SYNTHETIC TRACK SURFACING, SEE DETAIL 01 18" SYNTHETIC TURF SECTION SEE DETAIL 01 EXISTING PERMEABLE BASE EXISTING STEEL COMBOX WITH INFILL RETENTION SYSTEM INFILL SYNTHETIC TURF INSTALL SHOCK/DRAIN PAD PER MANUFACTURER'S REQUIREMENTS EXISTING DRAIN STONE / BASE MATERIAL INSTALL GEOTEXTILE FILTER FABRIC SEPERATOR BETWEEN 3/4" DRAIN ROCK AND PERMEABLE BASE. REMOVE EXISTING PERMEABLE BASE TO EXPOSE EXISTING CLEAN DRAIN ROCK. BACK FILL WITH 3/4" CRUSHED DRAIN ROCK PER SPECIFICATIONS. COMPACT IN 6-INCH MAXIMUM LIFTS TO FLUSH WITH EXISTING BASE. EXISTING CRUSHED DRAIN ROCK JAMES LICK HIGH SCHOOL ATTACH SYNTHETIC TURF TO ALL BOXES WITH NAILER BOARD PER SPECIFICATIONS EXISTING CONCRETE BOX NOTE: 1. CONTRACTOR TO POTHOLE TO DETERMINE CONDITION OF THE SUBDRAIN ROCK AND PERFORATED SUBDRAIN PIPE. SHOULD THE SUBDRAIN BE ENCASED IN PERMEABLE BASE THE CONTRACTOR SHALL REMOVE PERMEABLE BASE TO THE SPRING-LINE OF THE EXISITING PERFORATED PIPE AND BACK FILL WITH 3/4" DRAIN ROCK PER SPECIFCATIONS. EXISTING SUBDRAIN PIPE DETAILS 07 EXISTING COMBOX IN SYNTHETIC TURF 08 EXISTING CONCRETE BOX IN SYNTHETIC TURF 09 SUBDRAIN REPAIR TF-05

21 INSTALL WATER STATION ON EXISTING CONCRETE PAD IN LOCATION OF DEMOLISHED DRINKING FOUNTAIN. ANCHOR (6) 3/8" ANCHOR BOLTS IN CONCRETE. OPERATING PRESSURES: SUPPLY WATER PSI MAXIMUM LOCATE AND INSTALL PLUMBING THROUGH GROUND AS REQUIRED. NOTE: UNIT IS NOT FURNISHED WITH SERVICE VALVE. POSITION PEDESTAL OVER PLUMBING AND SECURE BASE TO FASTENERS. REMOVE ACCESS PANELS AND CONNECT SUPPLY AND WATER LINES. TURN ON WATER SUPPLY AND CHECK FOR LEAKS. REASSEMBLE ACCESS PANELS TO PEDESTAL. TRAP AND SERVICE STOP NOT INCLUDED. VERIFY THAT EXISTING DG IS A MINIMUM OF 3" DEEP. ADJUST DEPTH OF BLENDING NEW MATERIAL SO NOT TO DISTURB SUBGRADE AND CONTAMINATE DG WITH SOIL. FINISHED GRADE (FG) REFERS TO TOP OF SYNTHETIC TRACK REMOVABLE BOTTOM COVER 1-1/2" DRAIN 3/8" O.D. UNPLATED COPPER TUBE CONNECT. SHUT OFF VALVE BY OTHERS. 30" BACK PANEL 22-1/4" 29-11/16" ADD 1/2" OF DECOMPOSED GRANITE & THOROUGHLY BLEND STABILIZER MIX INTO THE TOP 2" OF EXISTING DECOMPOSED GRANITE. COMPACT AND MOISTURE CONDITION PER STABILIZER MANUFACTURER SPECIFICATIONS. FINISHED GRADE (6) 3/8" (MINIMUM) ANCHOR BOLTS 10 DRINKING FOUNTAIN FILLING STATION 11 DECOMPOSED GRANITE SURFACING JAMES LICK HIGH SCHOOL DETAILS TF-06