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HomeMy WebLinkAboutDRB16-0261_Plan 1_1478904279.pdf iNI° °F 1'4 + ligti 7.1 rn IS ARCO III' III ► DRB 1" CHAINLINK FENCE 101.00' APPROVED CHAINLINK FENCE 2 7/8" O.D. POST I V11/2016 C _ 12:00:00 AM 4" POST I_ 9 1- 0.50' 5 SPACES © 6.60' = 33.00' 4' 4 SPACES © 6.50' 4' 5 SPACES © 6.60' = 33.00' 0.50' o o GATE A = 26.00' GATE o 1/2" DIA. CABLE H61 I 0 (SEE TYPICAL CABLE 00 0 f� 0 0 DETAIL FOR SPACING) 3" CLR. In TENNIS COURT SURFACING 8' HIGH CHAIN LINK FENCE A I, (SEE SPECIFICATIONS) #4 CONT. v o CABLE SPACING © 2' 6" O.C. Ill WITH FUTURE 8' SOUND BOARD • 5" _ :13, 2 PLY - 6 MIL PLASTIC ON / W LIVE END EACH END 2 PLY - 6 MIL PLASTIC ON = TOP OF 2" LEVELING COURSE �;��� \/ 2" , `V OF FINE GRADE MATERIAL /\ ° !/ TOP OF LEVELING COURSE �/ v v z N OF FINE GRADE MATERIAL \i ,° 4"I.D. SLEEVE FOR 2 7/8" 0.0. POST • N • COMPACTED SUB-GRADE 2" CHAIR © to , in EVERY CABLE 0 0 CROSSING 12" o w o b 12" N o 4 N 10" EXTENSION OF BEAM - © w Co 5 Lu FOR POST FOUNDATION II NET POST (TYP.) 0 0 II Ct in z z • 1� 6 TYP. TYP. o Q w NOTE: ALL CONCRETE SHALL BE 4000 PSI CONC. CO - - - - - - - - - - - - �o- - - - -0 o- - - - - - - - - -0 o_ w I< NOTE: ALL CONCRETE SHALL BE 4000 PSI CONC. © NI- C tC D D © SECTION A—ASECTION B— B 0 NET STRAP TIE 1f f w , m w DOW (TYP.) v 0 TYPICAL PERIMETER BEAM TYP. INTERIOR FENCE POST DETAILcn Scal FENCE POST DETAIL • Lu 6" 20' 0" 10' 0" , " 10' 0" 20' 0" 10' 6" NO SCALE NO SCALE 10' _ _ _ _ _ _ 20 0 - _ - _ _ _ _ Q o NET POST A F 7 A • 5/16" PIN N • Q- - "� 6' 9 SPACES © 10.00' = 90.00' -co B 4' 5" SLAB o° o �� - - J o 1 0 1 7/8" O.D. SCHEDULE 40 PIPE o Q O O O O ® ® ® ® ® ® •• 0 I- co W/ 5 /16" PIN 1/2" FROM TOP ro o ro p 2" CHAIR © 1 2 DIA. CABLE EVERY CABLE / '� 4' HIGH CHAIN LINK FENCE o B CROSSING (SEE TYPICAL CABLE6„ 6" WITH 2 7/8" POSTS A L. jA 1- z w DETAIL FOR SPACING) MIN. MIN. CC Q 0 D f 1 ou - - - - O Q 2 PLY - 6 MIL PLASTIC ON 1 7/8" U 0 CI- TOP OF 2" LEVELING COURSE 41 I I III -I I III 8' HIGH CHAIN LINK FENCE \\• p D =III—L I=III— II 8' HIGH CHAIN LINK FENCE WITH FUTURE 8' SOUND BOARD C Q D (n b OF FINE GRADE MATERIAL I_D III—III EXISTING SUB-GRADE 10 of III I II I III I IF I I NET POST SLEEVE SECTION D—D WITH FUTURE 8' SOUND BOARD O �O O °i1 z o cNi ' 8 NET STRAP TIE DOWN DETAIL o o Y v o o w I U' NO SCALE Lnw I—cv co J (n w 8 CO NET POST (TYP.) II Q O a 1II ' ' • W U LU (1 0 in TYP. I TYP. o p Z `° NI- C tCDI D oo Q z TENDON RUNS STRAIGHT © 1 t f f BETWEEN THESE POINTS cn NET STRAP TIE • w m Lu DOWV (TYP.) 0 J NOTE: ALL CONCRETE SHALL BE 4000 PSI CONC. �; �; a_ 0vi SECTION C—C z 10' 6" 20' 0" 10' 0" 20' 0" 10' 0" 20' 0" 10' " • °' Y Y it o r ___ 6 r TYPICAL NET POST FOUNDATION o z6 co co A m o • - w • o- <I Z 7 1 U NO SCALE 12: 1 (MIN) TRANSITION 6" 6" 12: 1 (MIN) TRANSITION a o o o MIN MIN PENETRATION OF PT SLAB 8' HIGH CHAIN LINK FENCE in • NET POST AND FENCE POST WITH 6' HIGH WINDSCREEN I� A o NOTE: ALL CONCRETE SHALL BE 4000 PSI CONC. 4' o I 42 _En o cN - TOPCAP TIE WIRE SPACED MINIMUM NET & FENCE POST PENETRATION DETAIL 6` 4 ° ° o co N OF 6 FOR EVERY 10' ^ r) 0.50 4 SPACES © 8.25 = 33.00 4' 4 SPACES © 6.50 4' 5 SPACES © 6.60' = 33.00' 0.50 ,.,-) 00 NO SCALE GATE = 26.00' 0'EN I N G o1 5/8" O.D. TOP RAIL 101.00' CHAIN LINK FABRIC 8 GAUGEz 0 ♦ (SHALL BE TWISTED • 1 < .�.�.jj.�.jjj.�.�. AT TOP AND BOTTOM) ��%i d " CABLE SPACING cn • T Z liI(ttjIIfl; Fs DRB150555 . .-4z CORNER/TERMINAL POST 4" O.D. i Z 0 II 012" PERIMETER BEAM r I _ LINE POST Z (n O ~ 4' O.D. U TENSION BAR 0_ w N —TENNIS COURT SLAB ALL JOINTS •'_ WELDED TO U) W F- PROVID. A 7LL j BOTTOM TENSION WIRE �������� RIGID F'•,yahLLI A IV �! •7j ���%%%%%%i0 ''''•''*I v ANCHOR I 4 CONT. N Ni cki I- ICABLE # 10 0 5 10 20 C7 00 2 1 z \\/LJ ��j�\���\���\���\���\���\���\���\���������\���\���\���\��\ LJ ��j��\��\\/ LJ 20, m EDGE OF SLAB w 0Z / /�//�/ i�/ � w I SCALE: 1"=10' Z z w \/\\/\\ \/��i�;\ MEM= 2 o NOTES: SEE DETAILS A THRU C FOR w. SC/id, Z w FENCE POST FOUNDATION DETAILS "S" "S" 1'-O" o ' �1/ — 0 MAX. 10' SPACING 1 EDGE OF SLAB __ #4x �� ���\ST£R�oOJ, N 1. ALL CONCRETE WILL BE A MINIMUM OF 4000 PSI STRENGTH AT 28 DAYS, NON FIBERMESH. .- . 5/02/2016 t6 CABLE SPACING 2. ADEQUATE DRAINAGE AWAY FROM THE SLAB IS REQUIRED. A MINIMUM OF 6 INCH DROP IN * = 11150 " '* SHEET NUMBER © ALL CORNERS THE FIRST 5 FEET AWAY FROM THE SLAB ON ALL SIDES. K:i1341 W. Sc 'igt r. SECTION D—D 3. DESIGN IS BASED ON PTI'S DESIGN REQUIREMENTS FOR POST-TENSIONED SPORTS COURTS, 2006 x-17 iN tit. 1TYPICAL CABLE DETAIL 4. FENCE POST DESIGNED USING 4" POSTS WITH A 116 MPH WIND SPEED AND EXPOSURE "B". e0 c0\-�� TYPICAL 8' HIGH FENCE & 4' X 7' GATE NO SCALE 5. ALL FENCE POSTS DESIGNATED WITH "O" ARE 2 7/8" DIAMETER AND ALL OTHER POSTS ARE 4" DIAMETER NO SCALE PROJECT No. 2016-16 SHT 1 OF 1 SHTS) GOLDEN PEAK SPORT COURTS-01.DWG