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117 118 119
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CHANNEL 11
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SECTION X -X
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EXIST GRADED
CHANNEL TO REMAIN
EXISTING
WEST R/W
70'
14.620 VARIES ' TO
VARIES 251 251 •
i-5 TO 601: _
PROPOSED AC PAVING J
�
STA 102+19.80 (6.5" AC/8" A.B.) 3 '
TO O
STA 106+82.51
r•= Tp 4.sr. 1 1x r'p 4s .
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Irl- EXIST AIC TO
BE REMOVED
EXIST CURB AND GUTTER EXIST CURB AND GUTTER
TO REMAIN (OR NEW CURB TO REMAIN (OR NEW CURB
WHERE APPLICABLE) WHERE APPLICABLE)
EXISTING GROUND
TYPICAL—SECTION
CHERRY AVENUE
STA 95+39.24 TO STA 118+94.61
NOT TO SCALE
VARIES 90' TO "01
24'
10' VARIES 43' TO 48' J , '
EXISTING AC PROPOSED MEDIAN
PAVEMENT TO CURBS
BE REMOVED
�� — -- � ----- PROPOSED AC PAVING
PROPOSED CURB
AND GUTTER
EXISTING GROUND PROPOSED SIDEWALK
STA 14018.71 TO STA 172.32.97 TYPICAL S E CTION
CHERRY AVENUE
STA 120.50.00 TO STA 172+42.94
NOT TO SCALE
EXISTING
EAST R/W
1
VARIES 32' TO 92'
1
� T
a
_ 4 gX �
EXIST CURB AND GUTTER
TO REMAIN (OR NEW CURS
WHERE APPLICABLE)
No. 44
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CAUTIM
EXIST TRAFFIC SIGNAL
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E NOT RELOCATED
�- 0 CCOONSTRUOCTIONRM DRAIN W 121 .,,
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A S 00080 STORM DRAIN ,_-- ------------ --- -- - - - --- ---
0
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11 I17
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- CAUTION0
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IN PLAICE
PROPOSED CURB
AND GUTTER
LINE
'X'
SCALE 1"-20'
QV0 3.8
CFS
CURVE DATA
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RT_L
T
A
43.39'0'S"
43.00'
34.25
14.02'
B
39'ta'34"
22.50'
1S.4S'
8.03'
PROPOSED CURS FACE O�MlE�
�
PARABOLIC CURB FACE
t-aPAABOIC
CURVE
BAWLW
40' 40'
OF TRAFFIC==:>
- Y
120 BAY TAPER DETAIL
(PER CALTRMIS TABLE 405.2A)
MOT TO SCM.E
VARIES 43' TO 48'
1r.
PROPOSED MEDIAN
CURBS
0.12'-----
41 1 4'
V
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106
PROPOSED AC PAVMrG (6.3" AC/a" A.B.) X
TYPICAL SECTION cm am ,,,e Mir"�
CHERRY AVENUE T„��� �E;' �"°
AT LEFT TURN POCKETS
NOT TO SCALE
i
22 w
_ rte_ �_ f i.i �•
----------------------
a
V
i
IN
.00
20.00
25.
jw
: .00
Lm111 00 �
X N OQ
N W
TYPICAL PARABOLIC CURB FLARE DETAIL
{PER CALTRNIS THELE 40:5.4)
NOT TO SCALE
CONSTRUCTION NOTES
yx4 INDICATES ITEM NOT USED ON THIS SHEET
1 CONSTRUCT AIC OVER
2 REMOVE EXISTM AC PAVING
3 CONS`TRUC'T' VARIABLE THICKNESS AC OVERLAY, 0.10' III THICKNESS
CONS IRUC: I I a" CONCRETE CtV9 AND CUTTER PER COUNTY
OF SAN BERNARDINO STD DWG 115
CONSTRUCT 8" CONlCRETE MEDIAN CURB PER APWA - STD
120-09 Al -a, SE DETAIL ON SHEET 11
6 CONSTRUCT CX)INCRETE CROSS GUTTER PER COUNTY OF
SAN BERNARDINO STD DWG 119
NOT USED
CONSTRUCT TYPE "C" 10' SIDEWALK PER COUNTY OF
SAN BERNARDINO STD DWG 109
CONSTRUCT BALK RAMP PER COUNTY OF
SAN BERNARDINO STD DWG 110A
10 REMOVE EXISTING PCC CURB
11CONSI T CURS OUTLET STRUCTURE PER COUNTY STD
210 (TYPE 2 N�LET, S 41
CONSTRUCT LOCAL DEPRESSION PER COUNTY STD 203
CONSTRUCT CATCH BASIN, TYPE "A" PER COUNTY STD
206 (X-4', V-41
'14 CONSTRUCT PCC DRIVEWAY PER COUNTY STD In
(W AS NOTED)
REMOVE EXISTING TREE/SHRUB AS REQUIRED FOR NEW
CONSTRUCTION
16
ADJUST M*440LE FRAME AND COVER TO GRADE
17 RELOCATE EXISTING MA1LWW AS REQUIRED TO CLEAR NEW
CONSTRUCTION
FILE= I=\94040\d9n\strs�t\cherry\strpl2.sht