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cle <br />Nt <br />Q' <br />CDvi <br />C <br />= O I.— <br />>'—o" G <br />QlO CO <br />CU <br />DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />z <br />0 <br />CCa <br />0 <br />U <br />O <br />5 <br />a <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />POSITIONE-DGE OF PRINT ON THIS LINE <br />POSITRON EDGE OFPRINTON THIS_LINE- - <br />POSITION EDGE OF PRINT ON THIS LINE <br />0 <br />WALL OF <br />BUILDING <br />61-0" <br />1 1 1 I I 1 1 1 1 1 1 1 1 <br />5'-3 1/2" <br />CRICK <br />V�njt=�R <br />END <br />BRICK 12'-O" <br />CAP <br />-� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />BRICK <br />VENEER <br />., <br />0 <br />• <br />• <br />116 <br />1,1'-4". <br />FRONT <br />i3 BRICK MTR SCREED WALL <br />2} SCALE: 3/8" = 1'-0" <br />1 1/2" PIPE RAIL AT <br />OUTSIDE EDGE OF STAIR <br />SET ENDS IN STEEL SLEEVES <br />SET IN CONCRETE - 4" MAX <br />BETWEEN RAILS <br />0 <br />11" <br />II fo <br />1 1/2" <br />9" fi f 1'-0" <br />0 <br />, <br />4) <br />1 1/2" <br />>, 1'-1" t,/18 2" <br />Ae <br />EXTEND #5's <br />12" INTO SLAB <br />EXTEND #5's <br />12" INTO TOP STEP <br />1/2" CONT EXPANSION <br />tt: JOINT MATERIAL, TYP <br />CONC STAIR <br />#3 BAR CONT AT <br />NOSING TYP. <br />#5 BARS @ 12" O.C. <br />EACH WAY <br />#3 BARS x 1411 <br />101 <br />@ 12" O.C. <br />1/2' EXPANSION JOINT <br />12\ CONCRETE STAIR SECTIO <br />2 <br />(6) <br />SCALE: 3/4" = 1'-0" <br />30'-011 <br />0 <br />0 <br />FINISH <br />sr FLOOR <br />WALK DILLON ROAD <br />BERM DETAIL/ SITE SECTION <br />SCALE: 1/8" = 1'-0" <br />30'-0" SCTDACK TO CURB <br />t(® <br />3'-4' HIGH <br />LANDSCAPED BERM <br />2'-3' HIGH DRY <br />STONE WALL <br />WALK DILLON ROAD <br />,111. ,...... .. _ <br />STOKE WALL/ SITE SECTIO <br />SCALE: 1/8" = 1'-0" <br />BRICK <br />VENEER <br />/41— <br />(TO MATCH <br />o BUILDING) <br />0 <br />NOTE: <br />2"-4" ROUND <br />RIVER ROCK <br />MULCH <br />STEEL GRATE <br />W/ 24" 0 HOLE <br />IN THE CENTER <br />RAISED CONC <br />CURB <br />PAVING <br />1'-6" <br />i� <br />711 t1_6" <br />11111: <br />e <br />I <br />i I <br />--Ir <br />L_J <br />I <br />1111111111111111111111111111 <br />L__ <br />101_2" <br />#5's@32"O.C. <br />IN FULLY GROUTED <br />CORE <br />9 GA LADDER <br />REINF. @ 16" O.C. <br />(2) #5's CONT <br />TOP & BOT <br />#5 x t° <br />N 8 <br />@ 32" O.C. <br />4'-0" SQUARE <br />3'-4" <br />• <br />DIRT <br />141-6" <br />1111111111111 <br />14' <br />T <br />L_J <br />II 1111-111111111111111111111111111-11-1 <br />- <br />L_J 1 0 1 <br />t=1 <br />1..,j1. <br />L•" i d1 <br />L_!J <br />16'-O" <br />r, --i <br />111111111111111(1111111(111111111111111111111111111111111111111(111111 1I 111W111111111111111111111111111111 %jt <br />L_J L_.J - I <br />ISI <br />Ilk <br />Lf1-e <br />�1 <br />81-0" 111-011 <br />!> <br />30"x30"x10" SPRD FTG <br />W/(3)#5'Sx2'-2" E.W., <br />BOTTOM 3" CLR. r <br />8" CONCRETE <br />BLOCK <br />STUCCO <br />VENEER <br />SIGN <br />BRICK <br />SOLDIER <br />__1__ <br />12'-0" <br />34'-011 <br />8" CONCRETE <br />BLOCK <br />11'-0" <br />PYLOE\ <br />1< <br />c) <br />GROUND To 1 <br />MOUNTED N <br />METAL HALIDE <br />FIXTURES <br />14" CONCRETE ( FOUNDATION WALL <br />W/ 22" WIDE CONC <br />FOOTING <br />SIGH SECTIO <br />2} SCALE: 3/8" = 1'-0" <br />fX <br />(3} #3113 CONT <br />0 <br />to <br />#4's x o @ 18" <br />e—I 2'-2" <br />RAISED TREE ISLAND <br />SCALE: 1/2" = 1'-0" <br />DN <br />1:12 SLOPE <br />1:121N <br />SLOPE <br /><DN <br />1:12 SLOPE <br />/4// <br />H/C RAMP PLAN <br />NO SCALE <br />ASPHALT PAVING <br />1/2" EXPANSION JOINT <br />MATERIAL <br />SAW CUT <br />CONC SLAB <br />6'-0" <br />H/C RAMP DETAIL <br />SCALE: 1/2" = 1'-0" <br />20'-0" MAXIMUM HEIGHT <br />11_811 <br />STUCCO <br />VENEER <br />SIG <br />9'-4" <br />6'-0" <br />12 <br />I <br />321_6" <br />T <br />L <br />1_6" <br />!Mill <br />521_611 <br />14'-611 ''_o'I 71_2" <br />In 1fl lTTTtlI <br />ON TO WALL <br />ELEVATION <br />IIIIII1111111111uu1111111111111111 1111111111111111111111111111111111111111111111111111(iu111111 111111111111111111111 <br />L_J L_J <br />111-0" 12'_0" <br />r <br />BRICK <br />ROWLOCK <br />34'-011 <br />15.2'-10" <br />PLAN <br />BRICK <br />SOLDIER <br />SIGN <br />PLAN <br />1'-8" <br />if . <br />BUCK <br />RC'WLOCK <br />VILLAGE SHOPS <br />COLONY SOU ARE <br />Y <br />METAL CAP <br />_L J <br />BRICK <br />SOLDIER <br />1'-8"x1'-8" <br />BRICK PIERS <br />SEE SECT 9/A2 <br />FOR MASONRY <br />WALL NOTES <br />24"x24"x10" CONCRETE <br />FOOTINNG W/ 2#5 E.W. <br />-TYPICAL <br />18"x18"ERIC C <br />COLUMNS -TYPICAL <br />11'-0" / 1 111-011 <br />A. <br />• <br />T. EXPANSION <br />ATERIAL -TYPICAL <br />PYLON SIGN ELEVATION <br />SCALE: 3/8" = 1'-0" <br />2'-5 1/2" <br />DECORATIVE __ <br />DOWN LIGHT to\ <br />4" ROUND BRONZE <br />COLOR METAL <br />POST <br />BASE <br />e� <br />._ <br />GRADE <br />20' MAXIMUM HEIGHT <br />18" ,) 9" 4, <br />BRONZE SQUARE <br />DOWN LIGHT <br />FIXTURE <br />4" SQUARE <br />BRONZE POST <br />(TO MATCH <br />COMFORT INN <br />SITE LIGHTING) <br />BASE <br />GRADE <br />• <br />24" WIDE x 72" LONG <br />x 10" CONCRETE <br />FOOTING WITH (2)#5 CONT. <br />-TYPICAL <br />1'-6" <br />r//////4 ///A it <br />N II <br />N II <br />12'-0" <br />34'-011 <br />r--1 <br />L_J <br />DOUB _E BRICK WALL <br />9" WIDE <br />MASO <br />111-0" <br />• <br />L—J <br />1 :I IIIIIIIIIIIIIIIIIIIiIIIIIIIIIlI9111111111111111111111111111 <br />I L_J 1 i <br />I I I <br />f> <br />81-0" <br />16'-O" <br />81-011 <br />WJJ.Q <br />1 1 <br />I <br />\RY COURT WALL <br />SCALE: 1/8" = 1'-0" <br />II II 11 II II II 11 11 11 11 II <br />II <br />II II <br />II II II II <br />II II <br />IA II II II it <br />N II II II II <br />%I II II II II <br />4. <br />8x8x16 CONC. BLOCK <br />II <br />0 <br />, <br />11_0" <br />2 #5's CONT. <br />#4's x <br />CV <br />6" <br />@ 32" 0.C. <br />14'-0" <br />10'-0" <br />8'-6" <br />BRICK ROWLOCK <br />I) II 11` <br />ill 11 11 (III I 11 11 11I 11 11 <br />II <br />11 11 it II <br />II 11 11 II <br />11 11 II II <br />it II II II <br />II it II <br />4" CONC SLAB <br />81-811 <br />11 11 it 11 II II III II II 111JII <br />II II III II II <br />II II II II <br />II II -- II - <br />II II II / II <br />II IF II <br />4 � <br />BRICK VENEER <br />BRICK BEACH DETAIL <br />r11-611 L <br />I BEACH 3 <br />16'-0" <br />SCALE: 3/4" = 1'-0" <br />r <br />13'-0" <br />16'-0" <br />E5E\CH 2 <br />• <br />BRICK BENCH PLANS <br />LIGHT DETAIL STREET LIGHT DETAIL <br />2 SCALE: 3/8" = V-0" FIXTURES ON VILLAGE <br />ROAD WEST <br />• <br />24) <br />co <br />81-611 <br />1BEN <br />CH 'I <br />24 STEEL PIPE - SET <br />ENDS IN NON -SHRINK GROUT <br />(PAINT TO MATCH WINDOW FRAMES} <br />0 <br />8' -0"X8' -0"X4" <br />—CONCRETE SLAB <br />-TYPICAL <br />BIKE RACK DETAIL <br />1 <br />,41 <br />PROJECT NO: 9904 <br />0 <br />cr <br />, < <br />2 • <br />r) 8 <br />LLJ <br />cf) <br />(—) <br />c(1-3 <br />ci) z <br />c o <br />t • <br />0 <br />0 <br />CD <br />CL CC <br />0 < <br />(/) 0 <br />>3 <br />—I <br />cc <br />0 <br />—J <br />0 <br />0 <br />