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CITY OF SANTA ANA <br />III 111 III 1111111111 25IIIII IIIIIII IIIIIII II 24IIIIIII IIIIIII IIIIIII 23I IIIIIII IIIIIII IIIIII 22III IIIIIII I IIIIIII IIIII. 21I IIII IIIIIIII IIIIIIII I II20 IIIIII IIIIIIII IIIIIIII I19 18 17 16 15 14 13 12 11 10 9 8 6 5 4 3IIIIIIIIIIIIIIIIIIIIIIII I I I <br />1 n c ` , <br />----------� o y/ <br />1 - _ <br />MUSSER:ARCHITECT INC. N <br />o I I 'A = ro Z <br />W <br />i C) <br />5% MAX. (TYP) 'FOR PCR CE <br />(0® I I C00 CL <br />w <br />Y (TYP) - <br />o <br />M a D • 251 EAST IMPERIAL HIGHWAY N <br />O �� --14 <br />—------� SUITE480 0 <br />ate: FULLERTON,CA 92835 <br />�V C� ---- ----� - PHONE: (714)2418944 <br />FAX; (714) 241 8 9 <br />2% MAX. (TYP.) <br />2%MAX. (TYP) <br />------- <br />D AR <br />C. <br />r <br />MUss ��, P7= <br />i <br />ADI.o Q <br />All { <br />a <br />t11-'-I XPRM 11/30/25�'� <br />MAX. (j YP,) I I _ _ _ _ _ _ _ C 15,234 0� <br />, <br />� 2% MAX. (TYP) OF cx o <br />K ��-- — -- - K o <br />5% MAX. (TYP.) <br />MAX. Irr <br />�I <br />a- <br />- <br />N l 1 <br />___ ___ <br />Lo _ _ _ <br />H GATE 2 1 1/2" = 1'-0" H8 GATE 3 1/2" = i'-o" H 1 H <br />60" MIN 48" MIN. / <br />> =_ Ld <br />- / 5% MAX. (TYP. <br />' ) —_ <br />_ <br />LL_ <br />, <br />G _----=--- - - / - G <br />55� M 4 <br />N• MAX. (Tl'P) <br />O <br />5% MAX. (TYP) = I' I � '��F� <br />% <br />2% MAX. (TYP) IYP.) <br />- - - - - - - <br />cy) _ - <br />p <br />u7 <br />, <br />N <br />I-,F <br />� <br />I I <br />F <br />-- <br />I <br />3 __ <br />A I I <br />AD LO <br />2% M <br />/ = <br />/ <br />. (TYP.� <br />00 <br />= <br />2� MAX. <br />(rrp)co <br />�0 <br />E <br />�r� ------- <br />Q / <br />E <br />- <br />LO <br />co <br />Q -_ <br />i <br />Al <br />TMP' <br />_ <br />ADI.O / <br />I <br />55g -MAX. (TYP.) <br />= <br />N04 <br />O04 <br />. (7YP.) <br />GATE 4 <br />1/211= i'-o" <br />D1 <br />I I <br />p <br />p <br />JULIUS GLUM #4455 RAIL <br />= <br />STEEL TUBE MOULDING STEEL W/ STRIP KI <br />POST MAXIMUM LIGHTING PER DETAIL -SEE <br />4' SPACING <br />— <br />- <br />-11 <br />yp I <br />_ <br />12" 12 24 <br />- <br />PROGRESS <br />6/17/2025 <br />PLAN CHECK <br />BIDDING <br />RECORD <br />0 <br />2L XXX XXXXXX <br />ZL - <br />L_ I <br />= III', ;IIIIIIIIII.II `' ADI.O <br />0 = --_` #4 BARS <br />m - - ` AT 24" O.G. <br />C <br />N <br />' 5:K MAX. (��) (E) CONCRETE GMU WALL C <br />SLAB 15EYOND <br />ADI.O <br />N #4 DOWELS AT 24" MAX. O.G. IN SIMPSON SET-XP EPDXY <br />N <br />' IGG E51RZ-2508 W/ 6" MIN. EMBEDMENT <br />m <br />INN <br />11 <br />CV <br />•d- <br />x <br />N <br />N <br />N <br />N <br />H <br />1.1 <br />----- ----------- -�.� - ... ... J <br />Q <br />Z <br />O I- DRAWN BY CO 2023 5 <br />I GDM o <br />w <br />o B _ ° l B <br />ARCHITECT JOB NUMBER <br />cD <br />2501�i Z <br />J — „ a F7__4 <br />e =_ <br />m = 3 GLR. TYPE a = CONSULTANT JOB NUMBER o <br />#4 BARS S" v - w <br />AT 24" O.G. COMPUTER FILE NUMBER <br />-- EXPANSION g� 8" SQUARE FOOTING = 2501a_AI20 <br />3" GLR. TYP. � JOINT (-rrPJ = � <br />J = 1501-7 �► = N <br />= WDOS - A1,20 z <br />0 <br />A GATE1 i/2" = i'-o" Al6 GATE 5 i�2" = i'-o" Al 1 CONCRETE STEPS I" = I'-o" Al o <br />25 1 2411111111111111111111111 23 111111.111111.111111 22 111.111111.111111.111 21 11111.111111.111111.120 1111111.1111111.111111 19 18 I 17 16 15 14 I I I 1113 12 11 10 9 8 7 IIIII 6 III 5 4 3 2 1 <br />m IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII <br />