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IIIIIIIIIIIIIIIIIIIIIIII 25 IIIIIIIIIIIIIIIIIIIIIIII 24 IIIIIIIIIIIIIIIIIIIIIIII 23 IIIIIIIIIIIIIIIIIIIIIIII 22 1111111111111111111111111 M L J U — N = p O = o = a O) _ O = I j F O — rn = 3 = o = 0 O W a� rn = E N (n Q O) O — N tC) _ N O N 2 = D rn — O m — o� C lf� _ N O N O O w = H- o B H- O — J = n — w J Q U — U) A o J .w 2501a 2501a IIIIIIIIIIIIIIIIIIIII1120 111111111111111111111111119 111111111111111111111111118 IIIIIIIIIIIIIIIIIIIIIIII 17 111111111111111111111111116 IIIIIIIIIIIIIIIIIIIIIIII 15 111111111111111111111111114 111111111111111111111111113 1111111111111111111111111 12 1111111111111111111111111 11 JULIUS BLUM HANDRAIL MOULDING #4435 (STEEL), FINISH, UNSEALED. SELF -RETURN ENDS USING SQUARE PIECE "4435N" I-1/2" X 515" FLAT BAR (W/ HIGH TYP, PERFORMANCE COATING): CONNECT TO 1/5 UNDER SIDE OF HANDRAIL WITH 50RIl DRILLED 4 TAPPED GRIND ALL EDGES TO MINIMUM I/5" RADIUS I I/4" SQUARE SOLID STEEL POST W/ HIGH PERFORMANCE COATING STEPPED FENCE SECTION THE FENCE SHALL BE CONSTRUCTED 50 THAT A 4" DIA. SPHERE CANNOT PASS THROUGH THE OPENINGS FOR TYPICAL DI 2" 50. STEEL TUBE FENCE 11 11 I " = I'-°" 1 G 16 wErom- FmU, \ 511 = 11-o" I K11 11111111111111111111011111111111111111111111111 911111111111111111111111111 811111111111111111111111111 711111111111111111111111111 sllllllllllllllllllllllllll 511111111111111111111111111 411111111111111111111111111 3111111111111111111111111 A 12" (FACE OF NOSING) 1 VERIFY EXISTING CONDITIONS 2501 a 12" WIDE CONCRETE MOW STRIP W005 CONTINUOUS UNDER FENCE CONCRETE STEP NOSING G6 FENCE OR GATE POST 15" VIA CONCRETE FOOTING CAST -IN -PLACE CONCRETE POOL DECK EXPANSION JOINT W/ 5ANDABLE SURFACE CAST -IN -PLACE CONCRETE POOL COPING - SEE SHEET FOR FINISHES R= 1/2" EXISTING WATERLINE TILE TO REMAIN PROTECT IN PLACE EXISTING BOND BEAM TO REMAIN EXISTING POOL PLASTER - TO REAMIN PROTECT IN PLACE FENCE POST FOOTING POOL COPING EDGE ............e... FROVIDE PEFTHMARKERS ■ ........ ■■■ ■■■ ■■ ...........�....�� ■■■■■■■■■■■■■ENE■MENE■I 11 .molIII�■E iN■ .■ ■no 7 MIEN ■mum MEN MI■ No .NUMERAL■ ■ ........ ................. ..:.' _.■ ■■■MEN II :. .COLOR ■ ■■■ ■■■ ■ ■■■ ■■■ ■■■ ■■■ ■■ ■■ ■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■EMI ■■■■■■■■■■■■■■■■■E 11 on ■■ ■■ MIEN ■■■ ■■■ ■■� ■■■ ■■■ ��■ ■■�\_ ■■�I■• ■■ _ p _ FT - _ — I GMARKED■ ■ MEN ■ ■■■ ■EMI ■EMI MI■ MI■ ■E■ENEENNEEN■■■■■■ ■■■■■■mmm■■■■■mmm■I I I on MIEN IN ■.— .�■ :. ■■ — — — I I — - IN UNITS OF FEET ■ ■■■ ■■■ ■■ ■� �.■ ■■■ a ■■■ ■■ _ G • • I G I ■ ■EN ■ MEIN ■■■ E�1■ MI■ .. 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PICKETS AT 4 O.G. 1 1 2" MIN. WITH SELF -CLOSING, SELF -LATCHING TYPICAL FENCE SECTION 111111111111111111111 25 111111111111111111111111 24 111111111111111111111111 23 111111111111111111111111 22 11111111111111111111111 21 iiiiiiiiiiiiiiiiiiiill DEVICES D I I 2. ALL GATES SHALL BE CAPABLE OF \,�__f�=op, POST FOOTING - SEE BEING LOOKED FROM THE OUTSIDE WHEN POOL IS CLOSED AND SHALL BE OPENABLE AT ALL TIMES FROM WD DIOS TOP OF POOL DECK AND CURB THE INSIDE W0002 A16 POOL GATE ELEVATION 1/2" = 1'-0" Al 1 DEPTH MARKER (DECK) 11111111111111111111119 111111111111111111111111118 11111111111111111111111117 11111111111111111111111116 11111111111111111111111115 111111111111111111111111114 111111111111111111111111113 1111111111111111111111111112 11 10 91 8 250"T WD003 WALL STEPS (00" 11.'75" EQUAL IV eT ER LEVEL IS" 12" EGtUAL NOTES: I. &UNITE RISER VARIES WITH COPING: P.I.P. COPING = 5.25" 2. EXTRA I" AT TOP STEP TO OFFSET THE TILE OVERHANG. 2501cI 5. HANDRAIL5 TO MAINTAIN A 2S" - 54" HEIGHT AT THE NOSE OF EACH STEP. WD004 RAILING AT POOL STEPS 4 p) FIN15H GRP CITY OF SANTA ANA I I I I *I 11 1 I I I I I I 1111 i I i' �' III ' 0 ncy MUSSER:ARCHITECT INC. N Aib rovlz FOR PE —I CE M CL U W U- O Master I D . 251 EAST IMPERIAL HIGHWAY N __ SUITE 480 m Date. PHONE: (714) 241-8944 U FULLERTON, CA 92835 Z FAX: (714) 241-8797 o= 3 w P7= a L11� XPMM 11/30/25 C 15,234 CALZ�o N.7.5. K1 K o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ? N.T. F :L TUBE TOP RAIL = EL TUBE POSTS AT = EMBEDED INTO =_ FOOTING = L TUBE PICKETS AT 4" E �NCRETE MOW STRIP = 5 UNDER FENCE _ C CONCRETE FOOTING AT EACH POST D PROGRESS 10/I (0/2025 PLAN CHECK BIDDING RECORD :2 XXX XXXXXX ZL — ro X CV f/) N cn H w w cn J Q DRAWN BY CO 2023 z cD GDM o w B ARCHITECT JOB NUMBER 2501�i � = CONSULTANT JOB NUMBER o w = COMPUTER FILE NUMBER 2501a_ADIO ¢ = U 2501 a = N N°°°' - AD 1.0 z N.T.S. A6 POOL ENCLOSURE FENCE i" = 1'-0" Al A 71 61 51 4 111111111111111111111 -3111111111111I I I I I I I I 211 1