HomeMy WebLinkAbout4160-835+00 36+00 37+00 35+vO
IL
S I ❑ P13 SIC. \
CITRUS TR.
IG.pB
ARROW BOULEVARD
ARROW BOULEVARD
P PP #4233140E
❑ B
SIGN \�
\-3�- TRFSIG — — 6' SSW _
C B SIGN D %W
N 00'00'50" E
— — 78 Rd —
0
R
L
in -
Q
180'00'00"
37
3.14'
-
00
72"
RCP
---SD
—
— — SE
CJREI
RETURN
00
XI
T
EF
L P
m
U
mac_
cn
'-
CURB
RETURN
I
M.14
KIP
XIS
L:-FTL:-FT
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MOAN
C
RB
U
o
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0
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O
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RL NE
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in
+
POP
TOF
I 0F'
EXIST
E
TE
LI
E
M
~
Z
�
—
N
U
mc
Lo
N
N
LnN
C
B RETURN
x
Lo
w
+
N
XI
T
RIGHT
LIP
M
�
N
U
PROFILE SCALE
uj
i
VERT: 1 in = 2 ft
ft
HORIZ: 1 in = 20
35+00 36+00 37+00 35+vO
IL
S I ❑ P13 SIC. \
CITRUS TR.
IG.pB
ARROW BOULEVARD
ARROW BOULEVARD
P PP #4233140E
❑ B
SIGN \�
\-3�- TRFSIG — — 6' SSW _
C B SIGN D %W
N 00'00'50" E
— — 78 Rd —
38 -
off
QTR. ELSIGN EC. DIRT
�B SIG PLS — — — — — —
i
AVENUE
CURVE DATA
0
R
L
in -
Q
180'00'00"
37
3.14'
-
00
72"
RCP
---SD
—
— — SE
38 -
off
QTR. ELSIGN EC. DIRT
�B SIG PLS — — — — — —
i
AVENUE
CURVE DATA
0
R
L
T
Q
180'00'00"
1.00'
3.14'
-
I c�=n1n
'C1 F.H. = FIRE HYDRANT
0---- STLT = STREET LIGHT
TRFSIG = TRAFFIC SIGNAL
-� = SIGN
❑ PB = PULL BOX
❑ WM = WATER METER
❑ TELPED = TELEPHONE PEDESTAL
❑ MB = MAIL BOX
CONSTRUCTION NOTES
L ELEC VAULT = ELECTRIC VAULT TC = TOP OF CURB
® WV = WATER VALVE FL = FLOW LINE
O SMH = SEWER MANHOLE TB = TOP OF BERM
FS = FINISH SURFACE
O SDMH = STORM DRAIN MANHOLE
FG = FINISH GRAGE
O TELMH = TELEPHONE MANHOLE BW = BACK OF WALK
• PP =POWER POLE V1REMOVE EXIST AC PAVEMENT
S/W = SIDEWALK PROP AC PAVEMENT
Q CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. NO. 1000.
2Q CONSTRUCT 6 1/2- MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE.
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)
CALEx�
�::/
• 10 • 20 40 60