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 ANDREW P HILL HIGH SCHOOL ANDREW P HILL SHEET INDEX SCOPE OF WORK OAK GROVE SHEET INDEX PREPARED BY:

2 STANDARD ENGINEERING NOTES 3200 SENTER ROAD, SAN JOSE, CA SITE CAPITOL EXPY VICINITY MAP PROJECT LIMITS SHEET INDEX SENTER RD OWNER PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2017 SINGLETON RD LOCATION MAP ENGINEER SCOPE OF WORK LANDSCAPE ARCHITECT COVER TF-01

3 PROTECT IN PLACE NOTES GENERAL NOTES: DEMOLITION NOTES LEGEND LIMITS OF DEMOLITION DEMOLITION PLAN Feet SCALE: 1" = 30' TF-02

4 SURFACING NOTES: GENERAL NOTES: SURFACING LEGEND: SURFACING PLAN Feet SCALE: 1" = 30' TF-03

5 F A L C O N S A N D R E W P H I L L F A L C O N S COLOR GRAPHICS NOTES: COLOR GRAPHICS LEGEND Feet SCALE: 1" = 30' GRAPHICS PLAN TF-04

6 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 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

7 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 DETAILS TF-06

8 EAGLES LN STANDARD ENGINEERING NOTES 285 BLOSSOM HILL ROAD, SAN JOSE, CA HAYES AVE VICINITY MAP SITE PROJECT LIMITS SHEET INDEX OWNER BLOSSOM HILL RD ENGINEER PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2017 LOCATION MAP SCOPE OF WORK LANDSCAPE ARCHITECT COVER TF-01

9 PROTECT IN PLACE NOTES GENERAL NOTES DEMOLITION NOTES LEGEND DEMOLITION PLAN Feet SCALE: 1" = 30' TF-02

10 SURFACING NOTES: GENERAL NOTES: SURFACING LEGEND: SURFACING PLAN Feet SCALE: 1" = 30' TF-03

11 E A G L E S O A K G R O V E E A G L E S COLOR GRAPHICS NOTES: COLOR GRAPHICS LEGEND Feet SCALE: 1" = 30' GRAPHICS PLAN TF-04

12 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 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

13 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 DETAILS TF-06