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Home My WebLink AboutSUA V154-02 - V150-02, V167-02 - Carmel Jr. High Additions & Renovations - Site Details G4.3C R146' -6" TO OUT. EDGE OF SYN. SURF. R126' -0" TO MEAS. LINE 24' -8" OVERALL PAVEMENT WIDTH (MIN.) NCE FABRIC 21' -10" SYNTHETIC SURFACE AGGREGATE SEE SITE PLAN 6X6- W2.9XW2.9 r- t" AGGREGATE MIN. 4" �ORAS CARMEL JUNIOR HIGH SCHOOL 201104.00 IN AREAS WITH CONCRETE WALK ADJACENT TO TRACK, CONTINUE CONCRETE 6" INSIDE OF FENCE CENTERLINE. BOTTOM OF CONCRETE SLAB SHALL HAVE 1" SAND LAYER TO TOP OF POST FOUNDATION. IN AREAS WITHOUT 1 WALK DIMENSION RUBBERIZED SURFACE TO MEET CONC. FLUSH ,111 111- COMP. SUB —BASE 3 RUNWAY PVMT. EDGE NTS i�7 0 I 8 �'s" SYNTHETIC SURFACE �,2 3 -0" SYN. SURF. CONC. PAD 8 s —O 4' -10' 10' 0" C R149' -0" TO OUTSIDE EOP C R148' -0" TO CENTERLINE OF 4' CLF 12" SYNTHETIC SURFACE 4� CONC_ W/ 6X6— W2.9XW2.9 8" WIDE PAINTED WHITE SCRATCH LINES 20' -0" 6"� CONC. 8 REF. PLAN FOR OUTSIDE EDGE OF PVMT. AND DETAILS 4,5,6,7 —G4.3 FOR FENCE. 10' -0" 4� 4' 4" 4' -10" 3' FINISH GRADE III I I i III III III III III I I 1 III I I =1 I I -1 I I -1 I t =6» I I- =1 �I I l -1 11 =1 11- I I I I -1 11 =1 I,I -1 ?,1 =i I I� ,III I I I I_I I I III I i l I I_ -�I�� III. ��I I�,,,I �I �/z'" GALV. STEEL CONDUIT— 2' -6" LONG CONC. MON. NTS EXISTING PAVING 4" CONC. W/ 6X6— W2.9XW2.9 1 2� —On �o �o �o �o EXISTING PAVING N TS 4'— 0" o �o �o o �o o �o is ALL WEATHER SURFACE ON RUNWAY R124' -4" TO INSIDE EDGE OF PAVEMENT R124' -8" TO INSIDE EDGE OF SYNTH. SURF. R125' -4' TO INSIDE EDGE OF LANE 1 6 �o O 2" WIDE LANE LINES {TYP.) 6 LANE TRACK /STRAIGHTAWAY SECTION N TS NOTE: ALL PAVEMENT, CONCRETE AND SYNTHETIC SURFACE DIMENSIONS ARE ABSOLUTE MINIMUMS. STAINLESS STEEL VAULT BOX AND COVER APPLY 1 f2" SYNTHETIC SURFACE TO COVER AND PROVIDE SYNTH. SURFACE PLUG OF SAME DIMENSIONS AS INTERIOR OF VAULT BOX TO MEET SURFACE FLUSH. MODEL SSVB AND SSVC AS MANUF BY AAE. 1- 800 -523 -5471. INSTALL PER MANUF. SPECS. ��I��III�III I I I I I -1 I I- —�I�I CONC. CURB W/ #4 BARS CONT. 10"� OF�� 60q CLEAi� SAND AND 40� SAWDUST SLO' E ®fa" /FT FINISHED GRADE SYNTHETIC SURFACE 8 0" z 0 '�t �t ALUMINUM LONG JUMP TAKEOFF BOARD SYSTEM MODEL #HTB -16 AS MANUF_ BY AAE COMPANY (800 }523 -5471. INSTALL PER MANUF_ SPECS. FOUNDATION LID IS TO BE COVERED W/ ALL WEATHER SURFACE TO MEET RUNWAY SURFACE FLUSH WHEN IN PLACE_ 2 AT EACH PIT. �o d DOWEL RUNWAY TO PAD 16" O.C. NO ALL WEATHER SURFACE �f2" SYNTH SURF. IN LANDING AREA. t 0' t 0' 10' C_LF. NORTH n WINDSCREEN PLACE 1/2" BIT. EXP_ JT. MAX_ 30' O.C_ IN CURB R �a" 10' SECTION A 8B G4.7 5 c� Q 4' -10" #4 BARS CONT. 8� Old 4 SHOTPUT TOE BOARD CIRCLE TO CONFORM TO NCAA, AAU, AND NAT'L. HIGH SCHOOL FEDERATION RECOMENDATIONS. 65.5' SHOT PUT TOE BOARD MODEL #416$ AS MANUFACTURED BY M —F ATHLETIC CO., {800) 556 -7464. INSTALL PER MANUF'S SPECS. APPROVED EQUAL: ALUMINUM ATHLETIC EQUIP. MODEL #ATB C+� (800)523 -5471. 2" WIDE RADIAL L[NES 8� —O n SLOPE C� %a' /FT. i i- 1 -1 6"X6" PRESSURE TREATED =i SOUTHERN PINE. STAGGER SEAMS BETWEEN COURSES_ INSTALL 18" LONG #4 REBAR 24" O.C. MAX. TO MEET TOP COURSE FLUSH. #3 STONE 4" DEEP MIN. 4' GATE —SEA PLAN SEE PLAN PLMi SHT. G3.5 FOR LOCATION o °o -,o PLACE A LAYER OF MIRAFI 140N BETWEEN SAND AND STONE. 4"� PERFORATED TUBING W/ SOCK SLOPED CAD '/a" /FT. BY ADS MODEL #472 1— (800)733 -9449 4" CONC. W/ 6X6— W2.9XW2.9 21 s Osf 2 0 s —O 4"+� UNDERDRAIN SLOPED C� %a" /FT_ 24'— 0" 4%2" CONC. W/ 6X6— W2.9XW2.9 �f2" SYNTHETIC SURFACE 4" CONC. W/ 6X6— W2.9XW2.9 SECTION A— A SCALE 3 /4" 1' -0" 7' —O 1'- FRONT EDGE OF VAULT BOX INSTALL PER MANUF. SPECS. �/2� SYNTHETIC SURFACE 4" CON C. W/ 6 X 6 W2.9 X W2.9 SCAL� B jB 0 2" WIDE PROJECTING LINES 2" WIDE 7' -0" I.D. CIRCLE 4A CONC. SLAB W/ 6X6— W2.9XW.29 ON 6" COMP. SAND BASE. SLAB TO BE Yz" ABOVE FINISH GRADE. SHOT PUT CIRCLE r INFIEL� �ARIAL i 3/4" WASHED GRAVEL 4"� PERF., FILTER —WRAP, CORR. DRAIN TUBE REFER TO THE PLAN VIEW FOR INV. ELEV. OR SLOPE %s" /FT_ MIN_ TO NEAREST DRAINAGE STRUC. 10" HIGH OUTPUT FILTER FABRIC UNDERDRAIN @THROWING AREA NTS ��s" SYNTH SURF. SYNTH_ SURF. TO MEET CONC. FLUSH LONG JUMP PIT SECTION NTS LONG JUMP PIT AND RUNWAY DETAIL 19' 0" 4 CONC. W/ 6X6— W2.9XW2.9 NTS SEE PLAN 10' SYNTHETIC SURFACE ON RUNWAY TO MEET PIT CURB FLUSH. DOWEL RUNWAY TO CURB PIT 16" O.C. R �a 16'— 0" SYNTH. SURF. TO MEET CON C. FLUSH WINDSCREEN N TS POLE VAULT PAD N TS w w 10' 10' 10' C_L.F_ 10' C.LF. i 10' C_LF 10' C.LF r 10' C_LF_ 10' C.LF_ r SOUTH TYPICAL NORTH AND SOUTH FENCE SECTION 2 t /2' BINDER COURSE COMP. AGG_ 13 15 2 t /2' 6lNDER COURSE LIGHT GREEN FABRIC 1 1 /7' SURFACE COURSE FENCE a TENNIS CT PVMT. /GONG WALK o c 4' COMP. AGG. FABRIC 1 t /2" SURFACE COURSE FENCE TENNIS COURT PVMT. EDGE LIGHT GREEN FENCE POSTS FENCE FABRIC TO BE ON COURT SIDE OF POSTS_ 12' FOOTINGS TO BE t�'�, 5' -0' DEEP AND h1AAX. 10' O.C. 1�' COURT STRIPING TO BE WHITE WALK TO BE FLUSH WITH COURT PAVEMENT. 1' AGGREGATE 36' 27' SIDEWALK VARIES �4 BEARS CONT. FENCE FABRIC IS TO BE ON COURT SIDE OF POSTS. AT WALK LOCATIONS WALK TO BE FLUSH WITH COURT PAVEMENT_ FOOTINGS TO BE 18"x, 5' -01' DEEP AND MAX_ t 0' —d' O.C_ TENNIS COURTS TO BE DARK GREEN ON LIGHT GREEN. FINAL COLOR TO B� APPROVED BY OWNER. 6' COMPACTED SUB —BASE NTS 4' NTS TENNIS COURT LAYOUT H1s CENTER STRAP ANCHOR: 12'x 12"x12' DEEP AT TOP AND t 5'x 15' AT BASE. ADJUST CENTER STRAP SO THAT TOP OF NET IS 3' -0' ABOVE PLAYING SURFACE. 14 TiE DOWN 16 1' -0 i 12 Ct OF z_ N 3/4" PEA GRAVEL FABRIC 1 1/2' 2 1/2" SURFACE BINDER COURSE COURSE CONCRETE FOOTI��GS, REFER TO SPECIFICATIONS_ iii T 4 COMP. AGG. COURT T °�i�:: BACKBOARD UNISTRUT FENCE FENCE POSTS FENCE FABRIC TO BE ON COURT SIDE OF POSTS. 12" 2' -6" 18" COURT SIDE ACORN NUT 3' -0" 3' iaioiiiaoi.. aoioaii,.. iiaiaiii� k WALK TO BE FLUSH WITH COURT PAVEMENT_ �4 BARS CONT. TRENCH DRAIN 2886 OR APPROVED EQUAL 1/800/845 -4402 FOOTINGS TO BE 18'x, 5' -0' DEEP AND MAX. 10' -0' O.C_ FENCE •TRENCH DRAIN INSTALL POSTS PLUMB AND TRUE SQ AS TO SUPPORT THE NET AT A HEIGHT OF 42" ABOVE THE COURT SURFACE AT THE NET POSTS_ SURFACE COURSE �i�l- HIGH OUTPUT FILTER FABRIC NTS TENNIS POST MODEL DOUGLAS MODEL PREMIER SQUARE WITH GS -24SQ GROUND SLEEVE COLOR TO BE FOREST GREEN_ PROVIDE AND INSTALL DOUGLAS TN -30 NET AND ACS CENTER STRAP_ INSTALL PER MANUFACTURERS SPECIFlCATIONS. DOUGLAS INDUSTRIES, INC. PHONE 1 -800- 553 -8907 OR FAX (319 }285 -4163. SLEEVE TENNIS NET FOOTING /TIE DOWN DETAIL BINDER COURSE COMPACTED STONE BASE 4" OR 6" PERFORATED DRAIN PIPE WITH HIGH OUTPUT FILTER FABRIC SLEEVE. REFER 0 THE PLAN VIEW FOR PIPE SIZE AND TYPE AND INV OR SLOPE. SLOPE PIPE AS INDICATED ON PLAN Orc MIN. 1 /16" PER FT. TO DRAINAGE STRUCTURE. 7�NNIS COURT UNDERDRAIN NTS COUNTERSINK FOR NUT /WASHER (FLUSH) FENCE POST "U BOLT WHITE PLASTIC CAP SEE PLAN SHT. G1.3 FOR LOCATION 17 TENNIS i�.OURT BACKBOARD ATTACHMENT GENERAL NOTES 2. REFER TO SPEC SECTION 02511 FOR TENNIS COURT PAINTING SYSTEM. N TS NOTES: 1_ TENNIS NET /POSTS: PROVIDE 8 SETS, REFER TO DETAIL 1 ON SHT. G4.6. POSTS ARE TO HAVE INTERIOR WIN!�j MECHANISM, 3" SQ. POSTS. EACH NET IS TO HAVE AN ADJUSTABLE CENTER STRAP. EA;H COURT IS TO HAVE 1 SCORE REPORTER AND 1 TRASH RECEPTACLE, MOUNTED ON THE I�ET POSTS AT EACH COURT. A. EQUIPMENT AS MANUFACTURED BY DOUGLAS (PHONE 1- 800 363 -3591) "PREMIER 3" SQUARE POST; "TN -50" NET; "SR -357" SCORE REPORTER; "COURT ORDER UNIT"; "OMP -9R� WINDSCREEN WITH "TR -50" TIE —RAP FASTENERS. B. EQUIPMENT AS MANUFACTURED BY COURT -1; CANADA {PHONE 1- 800 363 -3591) "RS -100" 3" SQUARE TENNIS POST; "TN -60" NET; "SK -10" SCORE KEEPER DELUX; "CV -50" COURT VALET; "CS -10" CENTER STRAP AND ANCHOR; "VP- 9 /G(GROMMETS)" TENNIS COURT WI'NDSCREENING "OPEN MESH POLYESTER WITH "PNT" TY —RAPS. C. EQUIPMENT A� MANUFACTURED BY BALL PRODUCTS, INC. SANFORD, FLORIDA (PHONE 1- 800 767 —BALL OR 407 321 2122.) "CHAMPIONSHIP INTERNAL WIND POST"; DURANET 3.5 TOURNAMENT"; ADJUSTABLE CENTER STRAP AND ANCHOR; "POLY PRO 80�" OPEN MESH WINDSCREEN, 9' WIDTH; "TY— RAPS" 7�/i" -50 LB. BREAK STRENGTH. D. EQUIPMENT AS MANUFACTURED BY J.A. CISSEL MFG. CO., LAKEWOOD, NEW JERSEY (PHONE 1- 800 631 -2234 OR 908 -901- 0300.) '245" COURTMASTER ROYALE 3" SQ. INTERNAL —WIND POSTS; "701 CDH" NET iMTH "735E" CENTER STRAP COMPLETE WITH PIPE ANCHOR AND SNAPS; "298' PROFESSIONAL TENNIS SCORE CARD; "255" TENNIS COURT NUMBERS; "260" THE TIDI— COURT; "101" AIR MASTER 1 OPEN WEAVE, 9' HIGH WINDSCREENING 1MITH "220" SELF LOCKING TYRAPS. 3. PAINT A 18" HIGH COURT NUMBER AT EACH COURT_ SEE PLAN. FINAL LOCATION OF NUMBERS TO BE PER OWNERS DIRECTIONS. 4. PERIMETER FENCE AROUND TENNIS COURTS; POSTS TO RECEIVE WINDSCREEN ARE TO HAVE POST FOOTING 1$" DIA. X 5' -0" DEEP AND ARE TO BE ONE OF THE FOLLOWING: A. 5" DIA. SCH 40 PIPE, SPACED 10' -0" O.C. MAX. B. 4" DIA. SCH 40 PIPE, SPACED 8' -0" 0_C. MAX. POST TO RECEIVE BACKBOARDS ARE TO HAVE POST FOOTING 18" DIA. X 5' -0" DEEP AND ARE TO BE ONE OF THE FOLLOWING: A. 5" DIA. SCH 40 PIPE, SPACED 6' —O O.C. MAX_ B. 4" DIA. SCH 40 PIPE, SPACED 4' -0" O.C. MAX. 5. PROVIDE THREE (3) BACKBOARDS CONSISTING OF THREE PANELS EACH WITH THE DIMENSION 8' -0" X 4' -0" WIDE TO BE MOUNTED SO T�IAT EACH BOARD HAS AN OVERALL DIMENSION OF 8' -0" X 12' -0" WIDE {TOTAL OF NINE PANELS). MOUNT PANEL 1' -0" ABOVE COURT SURFACE, PANELS ARE TO BE THE "BOLLETTIERI PROFESSIONAL SLIMLINE SERIES" BACKBOARDS AS MANUFACTURED BY BAKKO (1- 800 -445 -2673 OR 210- 822 -3461. BOARDS ARE TO BE COMPLETE WITH ALL NECESSARY MOUNTING HARDWARE: GREEN FACED BOLTS AND CORROSION RESISTANT METAL CHANNELS TO BE MOUNTED TO CHAIN LINK FENCE POSTS AS RECOMMENDED BY THE MANUFACTURER AND AS NOTED ON DRAWING SHT.G3.5 FINISH lS TO BE STANDARD GREEN POLYURETHANE "IMRON".