HomeMy WebLinkAbout1868-135. Const. x -gutter and spandrel per City Std. No. 104. �
t
6. Const. ramfed.curb return per City Std, No,. 104-A.
4
7. --Const. 5" asphalt concrete pavement over compacted subgrade.
1 4 I
t '
/Z .Zr�sfal/ 9 S'DD Lumer� ,S'�ree/ Liyfi/ (ay o��iers>. �l �
0 0 Const, 4" thick P.C.C. sidewalk 5' wide, V U
0 21 Const. curb ram per APWA Std, Plan III - 1 4A
Case I, Modified. See DetailE.C'R'
2 23 _Const, parkway drain per APWA Std, Plan 151 - 01 I (70,54
S = 4'-0", Inlet Type 2. Q� �� 2 A 19,g`
0 4 Const, clean out inarkwa drain APWA
P Y per �
Std, Plan 152 - 0,
/2\(E,Const, P.C.C. commercial driveway entrance per �1Lo?"•add
City of Fontana Std, Detail 102 - C. Width as
noted on plan. 4 0. 20
69 9
2 sem R I'c
24
v a0 23 '
Consfiruction contractor agrees that in accordance with generally accepted construction
-.practices, construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons C61ifornic Council
and property; that this requirement shall be mAde to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold ofCM1 Engimmo,
design professional* harmless from any and all liability, real or alleged, in connection with the A WWII SU(VeWl �
performance of work on this project, excepting liability arising from the sole negligence of design
i_professional. .. - _ ...- 4_ ..... ...
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
(.4 Pdrne 1+
PER CITY REOUIREMENTS TO STA. /9t 93.12e
V
ter:
5e�
QArve No.
Radius
Delta
Length
Tangent
4
35.00
90016,15141
65.61'
7
(5)
35.00
89043'45"
.S4 8/
34.03
14
726.00
25°06'15"
318,10
161.64
O
674.00
29°21'0811"
345.29
174.95
O
726.00
29021'08"
371.92
190.14
17
674.00
24°21'49"
286.60
145.50
5.
See Shre{ 4oF/5
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EHM, S C T TY �D avert >
REVI S ION'
APPROv� DST APPROVAL DATE RQrtChoCvc M
7, 0 one
M
r
�;fes Baa .
O
RADIUS
zns
L
T
- O
40.00'
930 58' 31"
65.61'
42.88'
m
40.00'
610 23' 42
42.86'
23.75'
O
30.00'
1110 08' 43
58.20'
43.77'
O
20.00'
82051' 39
28.92'
ILII
O
20.00'F910
44' 41 "
��II
20.62'
See Shre{ 4oF/5
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EHM, S C T TY �D avert >
REVI S ION'
APPROv� DST APPROVAL DATE RQrtChoCvc M
7, 0 one
M
r
�;fes Baa .
O
RADIUS
zns
L
T
- O
40.00'
930 58' 31"
65.61'
42.88'
Q
40.00'
610 23' 42
42.86'
23.75'
O
30.00'
1110 08' 43
58.20'
43.77'
O
20.00'
82051' 39
28.92'
17.65'
O
20.00'F910
44' 41 "
32.0 2'
20.62'
A%%RE-GGRD DRAWING"
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Estimate of Quantities, �icinify Maio, � ;�ypleal
Sections.
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Public
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WorksDepot")rr�ent
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