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HomeMy WebLinkAbout3377-11IITe1CAPIEI Landscape Architecture and Planning 3195-B Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX CHK DATE 01/20/03 Joe 00-018 m 6 of 48 ( 8x8x 16 SPLITFACE BLOCK 4 -SCORE SPLIT 1 POURED -IN-PLACE CONC. WALL 31 1 -SIDE, 1 -END BY ANGELUS BLOCK INSIDE 8", 18" OR 34" OUTSIDE STANDARD CONCRETE W/SANDBLAST FINISH. O8x8x16 SPLITFACE BLOCK 4 -SCORE, SPLIT 1 -SIDE BY ANGELUS BLOCK 31 C) •cis PAINTED REVEAL (1 8x8x16 SPLITFACE BLOCK 4 -SCORE SPLIT 31 1 -SIDE, 1 -END BY ANGELUS BLOCK i 3 4" THICK POURED -IN-PLACE NATURAL CONCRETE COUNTER TOP W/SMOOTH o CHAMFER FLAT BAR SKATEBLOCK 0.75" BEVEL CORNER IN BRONZE MODEL "FB.75B" 2 8x8x16 SPLITFACE BLOCK 4 -SCORE SPLIT 31 TROWEL FINISH 4 1/2" 45' CHAMFER ® TOP & BOTTOM EDGES EDGE ALL BY RAVENSFORGE SKATEBOARD SOLUTIONS (888) 743-3490. LOCATE t�D 3' EXPOSED SIDES AND WALL 1 -SIDE BY ANGELUS BLOCK 00 � l�J 1 1/2"x3" TUBULAR STEEL SUPPORT BAR EMBED IN BLOCK AS SHOWN LAG BOLT TO CORNERS (TYP.} O.C. ON HARDSURFACE FACING SIDE AS REQUIRED. �3 4" THICK POURED -IN-PLACE NATURAL CONCRETE COUNTER TOP W/SMOOTH COUNTER TOP W/ 3/16" 41 LAG BOLT IN LEAD SHIELDS ® 4 LOCATIONS EQUALLY SPACED �000000OlpZ'Cd! TROWEL FINISH & 112" 45' CHAMFER ®TOP &BOTTOM EDGES �5 3" SQUARE TUBULAR STEEL SUPPORT POST WELDED TO Cn Z 1"4 1 1/2"x3" TUBULAR STEEL SUPPORT BAR EMBED IN BLOCK AS SHOWN LAG BOLT TO SUPPORT BAR EMBED IN CONCRETE FOOTING in SLOPE NP• 3 COUNTER TOP W/ 3/16" 0 LAG BOLT IN LEAD SHIELDS 0 (4) LOCATIONS EQUALLY SPACED IJ6 CONCRETE FOOTING PER STR. ENG. TO DRAIN " TYP• 4 3" SQUARE TUBULAR STEEL SUPPORT POST WELDED TO NOTCH BLOCK TO ACCOMODATE SUPPORT BAR — — SUPPORT BAR EMBED IN CONCRETE FOOTING 2" 2" 8 ' u iv � OF POST 7 EQ EQ - d Q 3 16 4 4 'CJ3„ (11/16" 16" 16" l 4 3" .f 4 4N 4 5 qr----- --— — — — — — — --------- — --— — — — — — — — — — — — — — — — — Ad i —---------- — — — — — — — — — — — ® 4 2 36" 4 i 2» 16 4 4 TYP. a 2 L----- --------------- ----------- st A d d 2 3 PER STR. 16 16 ENG. a © 4 d L--------------------------------� 4 6 PER STR. ENG. 1 P.I.P. CAP DETAIL 2 B.B.Q. (PLAN VIEW) 3 B.B.Q. (ELEVATION) �'+'' �.. o CONCRETE SEAT 6 STADIUM 9 STADIUM �1 3" SQUARE TUBULAR STEEL SUPPORT POST WELDED TO �,.�-'"''� ` /2 CONCRETE PAVING - SLOPE TO DRAIN AWAY FROM SEATING AR `�� C-6 SEATING C-6 PILASTER SUPPORT BAR EMBED IN CONCRETE FOOTING 3 1 /2" THIOKOL EXP. JT. (TYP.) SECTION ELEVATION O2 Bx8x16 SPLITFACE BLOCK 4 -SCORE, SPLIT 1 BY ANGELUS BLOCK 31 �� � STEEL REINFORCEMENT PER STR. ENG. / 25" 2 -SIDE 1 8x8x16 SPLITFACE BLOCK 4 -SCORE SPLIT �/ Vii' \� HANDRAIL, 3 4" THICK POURED -IN-PLACE NATURAL CONCRETE COUNTER TOP W/SMOOTH 1 -SIDE, 1 -END BY ANGELUS BLOCK 5 SUBBASE PER SOILS REPORT / C-� TROWEL FINISH 4 1/2" 45' CHAMFER 0 TOP & BOTTOM EDGES / r2 ENHANCED PAVING & SUBBASE. SEE DETAIL 2, SHEET C-5 / Q HANDRAIL. SEE DETAIL 8, THIS SHT. / 1�4 1 1/2"x3" TUBULAR STEEL SUPPORT BAR EMBED IN BLOCK AS SHOWN LAG BOLT TO 7 2 / 3/4" o PILASTER BEHIND. SEE DETAIL 9, THIS SHT. COUNTER TOP W/ 3/16" 0 LAG BOLT IN LEAD SHIELDS ® 4 LOCATIONS EQUALLY SPACED 3 4" THICK POURED -IN-PLACE NATURAL CONCRETE COUNTER TOP W/SMOOTH 2" _ �5 ENHANCED PAVING & SUBBASE. SEE DETAIL 2, SHEET C-5 TROWEL FINISH WITH 1/2" 45• CHAMFER l9 TOP & BOTTOM EDGES 8 8" WIDE P.I.P. CONCRETE WALL BEHIND. SEE DETAIL '1, v OFFSET �4 CONCRETE FOOTING PER STR. ENG. SHT. C-7 � . � ' ' � A. a � 3 1/4" 4 3/4" � EXP !6 CONCRETE POST FOOTING 4j 4 . ln9 FLAT BAR SKATEBLOCK SQUARE CORNER IN BRON v• PROVIDE EXP. JZ3Il�T f 7 CONCRETE FOOTING PER STR. ENG. MODEL "171390" BY RAVENSFORGE SKATEBOARD SOL TIONS a 4 AS REQUIRED '"�-- 3" (888) 743-3490. LOCATE 0 3' O.C. a a' 3/4" /4" 13- / �83 REBAR GRID 12" O.C. 2" 32" 2" e / 10 FLAT BAR SKATEBLOCK 0.75" BEVEL CORNER IN B NZE, . a e " 2" 32" 2" a e 1/4" MODEL "FB.75B" SFORGE SKATEBOARD SO UTIONS v c I 5" 10 3 (888) 743-34 LOCATE 3' O.C. TOP & BOITTO AS / '�`-----� __- ff 6 3 SHOWN ONLY. 7 �.� c F.S. 1 I I 6 %°• I c01 je 36" 1 5 41 2 N 5 II FIN. SUR. FIN. SUR. .• .�:. --___ . .: — — •. a 4 21" 6 PER STR. ' 4 �• e , . I I PER STR. ,''' ENG. �`:. • ' FIN. SUR. ,. ENG. 4 4 = -----------J 5 \:� 4 FLUSH 111ill HIM 111M 11111i 1111H i 7 PER STR. ENG. NOTE: STADIUM SEATING & ADJACENT PER STR. ENG. 12" $ STADIUM 1 $" P.I.P. CONCRETE DIA. CONCRETE STEPS TO 13E A SEPARATE PER STR. 3 POUR. PROVIDE EXPANSION JOINT C-6 STEPS -SECTION C-7 WALL ALONG ENTIRE EDGE. ENG. 4 B.B.Q. (SECTION) 5 B.B.Q. (SIDE VIEW) +6 STADIUM SEATING — SECTION 7 STADIUM STEPS ISOMETRIC i��w''� P.I.P. CONCRETE PILASTER. REBAR PER STR. ENG. SEE o NATURAL GREY CONCRETE WITH MEDIUM BROOM FINISH 1"♦♦ DETAIL 1, THIS SHEET. PAINT REVEAL Q 24"Wx 30" HIGH LIGHT PEDESTAL PER ELECTRICAL PLANS LIGHT STANDARD PER PLAN 40 10 10,� IJ2 / PROVIDE 2" WIDE ` BOLLARD O SMOOTH TROWEL FINISH W/ RADIUS TOOL 4" WIDE � "SLIP RESISTANT" ` � O CONCRETE WALKWAY PER PLAN SAW -CUT STRIPING 0 1" BEHIND NOSE �4 8" WIDE P.I.P. CONCRETE WALL BEHIND. SEE DETAIL O EXPANSION JOINT 2 OF. STEP PER A.D.A. 1 ,SHT. C-6 3 CODES. 3 O STADIUM STEP LINE SEE DETAIL 8, 1/2" RADIUS / THIS SHT. (TYPICAL) / f1 a 4 4 9 a / EXP. JT. ♦ 1 P.I.P CAP DETAIL NDS STRIP DRAIN II; ; 1 ,.. adw 3 CONCRETE COLLAR 'i1 ' 1; __ '1 �• , ,.N • • •• l ' - 2 3 ff N N N t .'i I ; � � i i ' 1 ' � � � � i i 1 ' ' i • • ... . ., BASKETBALL COURT 4 1/2"R. II 10 li' 1 . T • 6 .: .• .•..• 111' ,1 I ALIGN FACE OF f 9f • 11 1 ' i i ' i ' i'•'. ' STEP .. ,• .. .. _ .w i' •' .' d. • + 4. '* .A • iii � Iii Iii 'iii _ .�. 'll Il;i 11, ;111 il' .. � BEHIND • . .Q ' Yf l.♦ ;11; 11;� Ili 111 I1; 111 II' 11 'II' 4 N 30 II' 11 i; 11' 11' f1 '11 11 1 0 .,.. CONCRETE STEPS . .. •_. ' . • .. 1111 11 111 _ :.;: 1 �11 11 -- �,::•; � ; . 1' . 111 SII •z.r 2 ,fr 1qq /O DETAIL 1 CONCRETE PAVING. SEE ' d N ... BOTTOM OF DRAIN 1 4:r• 1 1 I' 1 - II' f 11 1� II II 11, 1 e 11 s • 4 ' 2 :•' �....:. ''.. • ' I 't'•' ' 1' 1 ' i i 3 _ �., + . SHT. C 5 '•� EXPANSION JOINT. ; ' '•' 3 F.S. ::••.. _ ; ... " 3 2 •' - 4 o #3 REBAR CONTINUOUS AT NOSE. 7 R ALIGN FACE OF STEP oW/FACE 5 #3 REBAR , $" o.�. BOTH WAYS ` �• 8 OF PILASTER 11 LIGHT STANDARD CUTOUT .1 Q #4 REBAR DOWEL .:, * 1.. 12N • • 5 7 8 ALIGN FACE OF STEP W/FACE OF PILASTER' C MPACTED SUBGRADE PER SOILS — 34" �- 099SCAp ���`�a �° a. P°�y FONTANA CITY OF FON A A `q�� ds y'if, LANDSCAPE PLANS REPORT. 12" U 2782 �9 PILASTER BEHIND. SEE DETAIL 9, THIS SHT. a * � DRAW �, PATRICIA A. MAM J O PARK TL --^ As sxowly l�W\�. DESIGNED BY, DAM 2/15/03 - STADIUM STEPS SECTION 9 - STADhUM PILASTER ELEVATION 10 TRIP DRAIN S �qT� o D Q F CAL,� D n APPROVED %ve _ ING. NW 3377 1 48 MTV IITe1CAPIEI Landscape Architecture and Planning 3195-B Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX DVM CHK DATE 01/20/03 Joe 00-018 m 6 of 48 �H Z C) •cis Cil o W o Cd 00 u ch �000000OlpZ'Cd! Cn Z in DVM CHK DATE 01/20/03 Joe 00-018 m 6 of 48