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