detail notes & specs combined - laguna niguel, california
TRANSCRIPT
DETAIL A NOTES
LEGEND:
1. 6” SLAB WITH #4 BARS @ 16” O.C. EA. WAY AT MID HT OF SLAB OVER 2” SAND OVER 10ML
VISQUEEN OVER 2” SAND OVER 6” OF ¾” CRUSHED ROCK
2. ¾” NON-EXTRUDED EXPANSION JOINT FILLER MATERIAL
3. 12” X 12” CONCRETE MOWCURB
4. VIEWING AREA – WIDTH 10’, 4” PCC THICK.
5. NOT USED.
NOTE:
A. PICKLEBALL COURTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RECOMMENDATIONS OF
THE AMERICAN SPORTS BUILDERS ASSOCIATION.
DETAIL B NOTES
LEGEND:
1. SLAB PER DET. A.
2. #3 TIES @ 10” O.C.
3. (3) #5 ONCT. T & B
4. 2” OF SAND BASE
5. 10 MIL VISQUEN
6. 2” SUB-BASE
7. 6” COMPACTED SUB-GRADE
8. 12” X12” MOWCURB (WHERE OCCURS)
9. #4 X 24” HORIZONTAL BY 18” VERTICAL @ 16” O.C.
10. (4) #4 CONTINOUS
11. #4 AT 16” O.C. EA-WAY AT MID HT. OF SLAB THICKNESS
DETAIL C NOTES
LEGEND:
1. SLAB PER DET. A.
2. #3 TIES @ 10” O.C.
3. (3) #5 ONCT. T & B
4. 2” OF SAND BASE
5. 10 MIL VISQUEN
6. 6” SUB-BASE
7. COMPACTED SUB-GRADE
8. #4 @ 16” O.C. EA-WAY AT MID HT. OF SLAB THICKNESS
DETAIL D NOTES
LEGEND:
1. PICKLEBALL NET POST BY: L.A. STEELCRAFT MODEL NO. TP4-22T OR APPROVED EQUAL AND
FOUNDATION TUBE SLEEVE.
2. PICKLEBALL COURT SLAB.
3. PICKLEBALL NET BY: L.A. STEELCRAFT MODEL NO. NT-42-PRO OR APPROVED EQUAL.
4. FOOTING PER DETAIL F-2, USE 3’-0” FOOTING DEPTH.
5. CONTINUOUS EXPANSION JOINT WRAP PER DETAIL SHOWN.
6. (3) LAYERS 10 MIL VISQUEEN TO OCCUR CONTINUOUSLY BETWEEN BOTTOM OF PICKLEBALL
COURT SLAB AND TOP OF FOOTING.
NOTE:
A. PROVIDE MATERIAL / PRODUCT SUBMITTALS FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
DETAIL E NOTES
LEGEND:
1. POURED IN PLACE CONCRETE MOW CURB WITH LIGHT BROOM FINISH ON EXPOSED SURFACES,
ON THREE SIDES.
2. #3 REBAR, CENTERED, CONTINUOUS
3. 1/2” TOOLED RADIUS
4. FINISHED GRADE
5. 90% COMPACTED SUBGRADE
6. #4 CONT. T & B @ 12” X 12” CURB
NOTES:
A. INSTALL CONTROL JOINTS AT 10’-0” O.C. MAX. SPACING
B. EXPANSION JOINTS AT 20’-O” O.C. MAX. SPACING
C. PROVIDE 45˚ MITERED CONTROL JOINT AT 90˚ CORNERS
DETAIL F-1 NOTES
LEGEND:
1. TOP AND BOTTOM RAIL, 1-1/2” O.D. GALVANIZED STEEL PIPE.
2. RAIL END, TYPICAL.
3. POST CAP, GALVANIZED.
4. STRETCHER BAND, TYPICAL.
5. STRETCHER BAR, TYPICAL.
6. NO. 9 GAUGE 1-3/4”X1-3/4” MESH GALVANIZED CHAIN LINK FABRIC WITH KNUCKLED SELVAGE
AT TOP AND BOTTOM. FABRIC TO BE INSTALLED COURT SIDE OF POSTS.
7. NOT USED.
8. WINDSCREEN AT GATES 4’ OR 6’ HEIGHT. TOP AND BOTTOM EDGES OF WINDSCREEN SHALL BE
PARALLEL TO WINDSCREEN ON FENCING. SEE NOTE B BELOW FOR MANUFACTURE
INFORMATION.
9. FINISH SURFACE.
10. COMPACTED SUBGRADE.
11. GATE FRAME, 2-5/8” O.D. WELDED, GALVANIZED STEEL PIPE, SCHEDULE 40.
12. INSTALL 16 GAUGE GALVANIZED KICK PLATE ON PUSH SIDE OF GATE.
13. 3/8” DIAMETER G.I. DIAGONAL BRACE ROD, TYPICAL EACH SIDE OF EACH CORNER.
14. WINDSCREEN TO BE CENTERED ON FENCE (SEE NOTE B.)
15. PICKLEBALL COURT SLAB PER DRAWINGS.
16. HEAVY DUTY GATE HINGE, (2) PER GATE.
17. LOCKABLE LATCH WITH STRIKE STRAP, GALVANIZED STEEL (44” HEIGHT FOR ADA COMPLIANCE).
BUTTERFLY LATCH COMPLYING T-24 ADA REQUIREMENT.
18. 4” O.D. GALVANIZED SCHEDULE 40 POST SPACED EQUALLY AND AT 10’-0” O.C., MAX., OR AS
DIMENSIONED, THIS DETAIL. SEE PLANS.
19. POST FOOTING. PER DETAIL F-2
20. SLIP JOINTS – (2) 3 MIL. VISQUEEN AT TOP OF ALL FOOTINGS AND BELOW PICKLEBALL SLAB.
21. PROVIDE CONTINUOUS ½” POLYFORM WRAP BY W.R. MEADOWS. HOLD FOAM DOWN ½”
FROM COURT SURFACE. BACKFILL W/ SUPER POR-ROK OR APPROVED EQUAL TO ½” BELOW
COURT SURFACE. APPLY ½” BEAD OF ‘GUN GRADE’ SEALANT BY PECORA OR APPROVED EQUAL.
POST INSTALL DEPTH PER MANUFACTURE DETAILS.
NOTES:
A. PROVIDE SCALED SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
B. WINDSCREEN FOR 4’ OR 6’ FENCE WILL BE “FOREST GREEN” MADE OR BY TOMAK SPORTS, OR
APPROVED EQUAL.
C. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH.
D. CONTRACTOR TO PROVIDE 18”X18” SAMPLE OF 9 GAUGE 1-3/4”X1-3/4” CHAIN LINK FOR
OWNER REVIEW & APPROVAL PRIOR TO CONSTRUCTION.
E. ALL GALVANIZED STEEL PIPE SHALL BE SCHEDULE 40.
F. ALL CHAIN LINK FENCE AND WINDSCREEN SHALL BE INSTALLED ON COURT SIDE OF POSTS.
G. SEE DETAIL F-2.
H. ALL CONCRETE SHALL BE 3,250 PSI.
I. POSTS AT ANGLE RAIL CONNECTIONS SHALL BE TALLER THAN OTHER POSTS AS NECESSARY TO
ACCOMMODATE ANGLE RAIL BAND AS WELL AS ADJACENT FENCE BANDS OF SAME HEIGHT
FENCE.
DETAIL F-2 NOTES
LEGEND:
1. 2-1/2” O.D. GALVANIZED STEEL LINE, GATE AND END POST, 6’-0” O.C. MAX.
2. POURED IN PLACE MOW CURB.
3. COMPACTED SUB GRADE.
4. (3) #3 TIES @ 2” O.C.
5. (4) #5 VERT.
6. #3 TIES @ 12” O.C.
NOTES:
A. PROVIDE SCALED SHOP DRAWINGS OF FENCE CONSTRUCTION FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION. SEE SPECIFICATIONS.
B. CONTRACTOR TO PROVIDE 18” X 18” SAMPLE OF 9 GAUGE 2” X 2” CHAIN LINK FOR CITY REVIEW
AND APPROVAL PRIOR TO CONSTRUCTION.
C. ALL GALVANIZED STELL PIPE SHALL BE SCHEDULE 40.
DETAIL G-1 NOTES
LEGEND:
1. TOP, BOTTOM, AND MI. RAIL, 1-5/8” O.D. GALVANIZED STEEL PIPE.
2. RAIL END, TYPICAL.
3. POST CAP, GALVANIZED.
4. STRETCHER BAND, TYPICAL.
5. STRETCHER BAR, TYPICAL.
6. NO. 6 GAUGE 1-3/4” X 1/-3/4” MESH GALVANIZED CHAIN LINK FABRIC WITH KNUCKLED
SELVAGE AT TOP AND BOTTOM. FABRIC INSTALLED COURT SIDE OF POSTS.
7. 4 ½” O.D. GALVANIZED SCH. 40 GATE LINE AND END POST SPACE EQUALLY AND AT 10’ O.C.
MAX. SEE PLAN
8. FOOTINGS AND REINFORCEMENT PER DETAIL, G-2.
9. FINISHED SURFACE
10. SUB-GRADE.
11. GATE FRAME, 2-5/8” O.D. WELDED, GALVANIZED STEEL PIPE, SCH. 40.
12. INSTALL 16 GA. GALVANIZED KICK PLATE ON PUSH SIDE OF GATE.
13. 3/8” DIA. G.I. DIAGONAL BRACE ROD, TYPICAL EACH SIDE OF EACH CORNER.
14. WINDSCREEN TO BE CENTERED ON FENCE. (SEE NOTE B).
15. PICKLEBALL COURT SLAB/ CONC. PAVING.
16. HEAVY-DUTY GATE HINGE, (2) PER GATE.
17. LOCKABLE LATCH W/ STRIKE STRAP, GALVANIZED STEEL (44” HT. FOR A.D.A. COMPLIANCE).
BUTTERFLY LATCH COMPLYING T-24 A.D.A. REQUIREMENT.
18. 6” X 12” AIR VENTS. 10’-0” O.C. MAX. LOCATE 1/3 OF THE TOTAL HEIGHT FROM THE TOP OF
FENCE, TYP.
NOTES:
A. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
B. WINDSCREEN TO BE 9’, “FOREST GREEN” MATERIAL BY TOMARK SPORTS, OR APPROVED
EQUAL. MODEL NO. 15247, OPEN AIR VENTS TO BE PROVIDED AT 10’ O.C., LOCATED 30”
BELOW TOP OF WINDSCREEN PANEL. CONTACT: STAN (805) 636-8218.
C. ALL WELDS TO BE CONTINUOUS, ROUND SMOOTH.
D. CONTRACTOR TO PROVIDE 18” X 18” SAMPLE OF 6 GAUGE 1-3/4” X 1-3/4” CHAIN LINK FOR
OWNER REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
E. ALL GALVANIZED STEEL PIPE SHALL BE SCH. 40.
F. CHAINLINK FENCE AND WINDSCREEN SHALL BE INSTALLED ON COURT SIDE.
DETAIL G-2 NOTES
LEGEND:
1. 4-1/2” O.D. GALVANIZED STEEL LINE, GATE AND END POST, 10’-0” O.C. MAX.
2. CONTINUOUS POURED IN PLACE CONCRETE MOWCURB.
3. COMPACTED SUB GRADE
4. (3) #3 TIES @ 2” O.C.
5. (4) #5 VERT.
6. #3 TIES @ 12” O.C.
7. 6”X6”X3/8” BASE PLATE
8. CONCRETE SLAB
9. EXPANSION JOINT
NOTES:
A. PROVIDE SCALED SHOP DRAWING OF FENCE CONSTRUCTION FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION. SEE SPECIFICATIONS.
B. CONCTRACTOR TO PROVIDE 18” X 18” SAMPLE OF 9 GAUGE 2” X 2” CHAIN LINK FOR CITY
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
C. ALL GALVANIZED STEEL PIPE SHALL BE SCHEDULE 40.
10' MAX