HomeMy WebLinkAboutSDP200900070 Plan - Approved 2009-10-084S*at
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WATER METER + TAP LOCATION scale : 1/8" 1'-0"
north 0' 4' 8' 16'
EXISTING POOL
EXISTING POOL DECK
NEW STRIPING
502
CLEAN OUT (EVERY 100')
4" SCH. 40 PVC WASTE LINE
Q 2% MIN. SLOPE
PROPOSED FENCE; TYPICAL 9 TALL CHAIN LINK
OF LENGTH - TO TIE IN PERPENDICULARTO EXISTING FENCE)
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cut to 6-8" at end of winter
scale: 1/8" =1'-0"
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SECTION
r .•...•.r.".. 1 1/
CONTRACTION JOINT - SEE PLAN FOR LOCATIONS
DEPTH Q 25% OF CONCRETE THICKNESS)
3000 P.S.I. CONCRETE
@ 28 DAYS AIR -ENTRAINED
Y2" SILICON EXPANSION JOINT, MAX 25' O.C.
VERIFY COLOR W/ LANDSCAPE ARCHITECT)
4"#21A COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
WWF 6"x6" W1.4 x W1.4
W/ 2" MIN. COVER; TURN DOWN
Y2" SILICON EXPANSION JOINT
VERIFY COLOR W/ LANDSCAPE ARCHITECT)
SEE CURB DETAIL (13/1-04)
ASPHALT PAVING
MPACTED #21A AGGREGATE
T/
211
88mm I
68.5
mm
2%"
3,5mm
311
76mm
f 1 004m
Floor Canister
Supplied With Luminaire)
25mm -
1" 63.5mm 25
Fluorescent Option 80mm
3 IN
Fluorescent Canister (PVC)
Supplied with Luminaire)
CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
4000 PSI IF PRE -CAST
CONCRETE STAIRS
SECTION I ELEVATION
RADIUS
ADAWWASIN&T
SUB -BASE
COMPACTED SUBGRADE
NOTE: DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3"
IN ORDER THAT THE BOTTOM OF CURB MAY COINCIDE WITH TOP OF
A COURSE OF PAVEMENT. OTHERWISE, DEPTH SHALL BE 18" AS SHOWN.
SM.MT /1/\ A /11 Ir%r%
SECTION
CONCRETE WHEEL STOP
SECTION
2) #4 x 5'-8" BARS
3/4" DIA. HOLES FOR
Y2" DIA. x 24" LONG ANCHOR RODS
V2" DIA. POST (TYP.)
FLANGE COVER (TYP.)
POST SET IN ANCHORING CEMENT;
CORE DRILL HOLE 3Y2" D x 3" W (TYP.)
CONCRETE STAIR + CHEEK WALLS
SECTION
1Y2" GALVANIZED METAL HANDRAIL —
BLACK POWDER COAT FINISH)
SEE CONCRETE CHEEK WALL DETAIL (C/L3.0) —
SEE CHEEK WALL LIGHT DETAIL (F/L3.0) —
HANDICAP SIGN
STREET SIGNS USA
usa-va1218ra OR EQUIVALENT)
2" O.D. STEEL POST
BLACK POWDER COAT FINISH)
NOTE: SIGN MUST COMPLY WITH 1106.8 2003 USBC.
H-' HANDICAP PARKING SIGNAGE
i% A I SEcTm - ahvATION
usa-va1218ra
WED GRADE
BAR @ 24" O.C.
STONE; WRAP IN FILTER FABRIC
PSI CONCRETE
RFORATED HDPE DRAIN PIPE
PSI CONCRETE FOOTING
EBAR CONTINUOUS
EBAR @ 12" O.C.
PACTED SUBGRADE
SCALE: I"-1W
Y2" SILICON EXPANSION JOINT (TYP.)
VERIFY COLOR W/ LANDSCAPE ARCHITECT)
CONCRETE WALK (TYP.)
VERIFY COLOR W/ LANDSCAPE ARCHITECT)
4" #57 AGGREGATE BASE (TYP.)
4 REBAR @ 24" O.C. (TYP.)
4 REBAR C 12" O.C. (TYP.)
3500 PSI CONCRETE FOOTING (TYP.)
COMPACTED SUBGRADE (TYP.)
1"CHAMFER
3000 PSI CONCRETE
D4 Al 9 it O.C.
FINISHED GRADE
4 L -BAR @ 24" O.C.
57 STONE; WRAP IN FILTER FABRIC
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5000 Pel CONCRM FO07M
4 REBAR @ 24" O.C.
4 REBAR CONTINUOUS
COMPACTED SUBGRADE
SEAT WALL
SEC710N SCALE: I-- Nr
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