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PLAN <br />6'-0" <br />SOLID FENCE <br />GOOD NEIGHBOR <br />2x4 TOP RAIL <br />1x1 TRIM — <br />Ix6 VERTICAL SLATS <br />4X4 POST <br />2x4 <br />2X6 BOTTOM RAIL <br />CONCRETE FOOTING <br />30" i <br />2X4 TOP RAIL <br />SCALE: 1/2"=V-0" <br />ELEVATION <br />PLAN <br />rn^r /Nr ni ni r%lk1^ <br />EQ. EQ. <br />VARIES SEE PLAN <br />PEDESTRIAN GATE <br />GOOD NEIGHBOR <br />OP RIAL <br />RIM <br />OARD ON Bi <br />RAMING ON <br />RAMING BEI <br />O O <br />O O <br />w <br />0 <br />c� <br />w <br />O <br />m <br />0 <br />co <br />X <br />O <br />(LAP ON DIAGONAL) <br />Q <br />6' <br />® <br />�� <br />4X4 POST <br />6'-0" <br />SOLID FENCE <br />GOOD NEIGHBOR <br />2x4 TOP RAIL <br />1x1 TRIM — <br />Ix6 VERTICAL SLATS <br />4X4 POST <br />2x4 <br />2X6 BOTTOM RAIL <br />CONCRETE FOOTING <br />30" i <br />2X4 TOP RAIL <br />SCALE: 1/2"=V-0" <br />ELEVATION <br />PLAN <br />rn^r /Nr ni ni r%lk1^ <br />EQ. EQ. <br />VARIES SEE PLAN <br />PEDESTRIAN GATE <br />GOOD NEIGHBOR <br />OP RIAL <br />RIM <br />OARD ON Bi <br />RAMING ON <br />RAMING BEI <br />30 Y" <br />12" <br />1x6 VERTICAL <br />SLATS <br />GATE POST <br />GRADE <br />SCALE: 1/2"=1'-0" <br />O O <br />O O <br />30 Y" <br />12" <br />1x6 VERTICAL <br />SLATS <br />GATE POST <br />GRADE <br />SCALE: 1/2"=1'-0" <br />30 Y2" <br />DESIGN <br />PO BOX 485 <br />BEN LOMOND, CA 95005 <br />(831) 336-3100 <br />FOCUS <br />0 0 <br />0 0 <br />30 Y2" <br />DESIGN <br />PO BOX 485 <br />BEN LOMOND, CA 95005 <br />(831) 336-3100 <br />FOCUS <br />SEE STRUCTURAL ENGINEER FOR <br />FOOTING AND DRAINAGE DETAIL, <br />CMU BLOCK SIZING, AND STEEL <br />REINFORCEMENT <br />SOLID FENCE <br />ON TOP OF WALL <br />SCALE: 1/2"=V-0" <br />CLUSTER MAILBOX #3316SAN-U <br />SALSBURY MAILBOX <br />CLUSTER MAILBOX #3305SAN-U <br />SCALE: 1"=l' -O" <br />%,t�tCSC,gp <br />)lo. 37� <br />10 31� 2 22 <br />P <br />_OF <br />REVISED: 6/25/2024 <br />DESIGN BY: RJD <br />DRAWN BY: KH <br />SCALE: AS NOTED <br />L2. 1 <br />1X6 VERTICAL SLATS <br />(LAP ON DIAGONAL) <br />6' <br />® <br />�� <br />4X4 POST <br />34 Ya" <br />2X4 <br />O O 00 <br />O O 00 <br />U <br />I(���J <br />r <br />2X6 BOTTOM RAIL <br />O <br />O® O O O <br />o ® <br />O® O ° O <br />w <br />O <br />© <br />I <br />CMU BLOCK WALL WITH <br />4s Y <br />°® ©O <br />o <br />® <br />STUCCO FINISH <br />° ° <br />0 <br />U <br />� <br />CMU BLOCK WALL <br />�� <br />FINISH GRADE <br />® <br />�� <br />62 4" <br />®° <br />62 4" <br />WITH STUCCO FINISH <br />6 <br />w <br />Z <br />— — — — <br />d a <br />III—III -1 I I ,III—III—I67- <br />11—I _II1= <br />IES,SEE <br />6'-0" <br />6" <br />o ® <br />U <br />FG. SEE CIVIL PLANS <br />=1II-VARIES, -1 <br />I I1=1 CIVIL PLANS I1= <br />® <br />® <br />'�S <br />a .d <br />_III -11 — I —illIIIillIIII <br />O O <br />o ® <br />O O <br />Z <br />i I I—III—III—III—III—III <br />—III—III—III—III—III—I <br />—III—III—III III—III—I <br />III—III—III—II—III-III <br />® <br />00 <br />W <br />� <br />I <br />-III=III=III=III=III—III I a d —III—III—III—III—I <br />�—III—III—III—III—III—I I —I � I— I <br />—1II III III III III III a a° II <br />F--� <br />SEE STRUCTURAL ENGINEER FOR <br />FOOTING AND DRAINAGE DETAIL, <br />CMU BLOCK SIZING, AND STEEL <br />REINFORCEMENT <br />SOLID FENCE <br />ON TOP OF WALL <br />SCALE: 1/2"=V-0" <br />CLUSTER MAILBOX #3316SAN-U <br />SALSBURY MAILBOX <br />CLUSTER MAILBOX #3305SAN-U <br />SCALE: 1"=l' -O" <br />%,t�tCSC,gp <br />)lo. 37� <br />10 31� 2 22 <br />P <br />_OF <br />REVISED: 6/25/2024 <br />DESIGN BY: RJD <br />DRAWN BY: KH <br />SCALE: AS NOTED <br />L2. 1 <br />