HomeMy WebLinkAbout4160-3kviIm10010W,XU1a►l5Ja
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HORIZ: 1 in = 20 ft
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kviIm10010W,XU1a►l5Ja
CURVE DATA
D
I R
L
T
QA
180'00'00"
1 1.00'
1 3.14'
—
0---\ STILT = STREET LIGHT
0 TRFSIG = TRAFFIC SIGNAL
--v— = SIGN
o PB = PULL BOX
o WM = WATER METER
TELPED = TELEPHONE PEDESTAL
o MB = MAIL BOX
® WV = WATER VALVE
O SMH = SEWER MANHOLE
O SDMH = STORM DRAIN MANHOLE
FL = FLOW LINE
TB = TOP OF BERM
FS = FINISH SURFACE
FG = FINISH GRAGE
Q TELMH = TELEPHONE MANHOLE BW = BACK OF WALK
• PP = POWER POLE REMOVE EXIST AC PAVEMENT
S/W = SIDEWALK
PROP AC PAVEMENT
Qi CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. NO. 1000.
0 CONSTRUCT 6 1/2” MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE.
Q CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2 AS SHOWN ON SHEET 2. (LENGTH AS SHOWN ON PLAN)
`V ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. NO. 2000.
O INSTALL REMOVABLE CURB FACE PLATE & COVER PER DETAIL 1 AS SHOWN ON SHEET 2.
s� SAWCUT & REMOVE EXISTING AC PAVEMENT.
O EXCAVATE TO A DEPTH OF 18" BELOW MEDIAN TOP OF CURB AND BACKFILL WITH 90% MIN.
COMPACTED SUBGRADE TO 2"-3" BELOW TOP OF CURB (PLAN VIEW AS SHOWN ON SHEET 9 AND 10)
SCALE 2 C'
\000"
• 10 0 20 4• .•