HomeMy WebLinkAbout1913-3Approx. Location Of Future Bridge
And Walkways
Ati
Secton View A—A-
Scale Horz. 1"=20#
^
^ M
V ^
^
Vert. 1 "= 4'
ZL Access Road, Existing Native Soil
Compacted To 95%
.
rC1P•,CA0N0re-r ,4044 ZZX/M0 ZAP-ZAe -'W4cL 6e Com•
Qi lAz i re 6za<e v e4u.e ce rc 4,vq/24C Rt v" ,ca4i TNG
.:� HAS.1. A -'Or dXC4 L`O /5" M4 &4964,1w
O��+e.c�,s✓cw SrrAt.L,�WT �x��o s trues r,�e �+.accG�1' an�cc.taray
rive C4 .-/d 4t 04 A G.4E�6t/r 5CO Of 4r 4,CA.57 Z" g:5Cx/CATN rqd ..
`"Lear G.4 YC4 .4 L G. VGYo::5 &--eA4 G t5e ^14z -e D A .11PV
3u,C fAC�,' .rG1C.e 6,Y,4 e-4 Ba --,cav 113 To W5
!Slope Protection Per Section 72
Of Caltrans Standard Specifications.
Install 15 Ib. Minimum Rock Per Method B
Placement.
- l Existing Contour Lines
(Typical)
Access Road, Existing Native Soil
Compacted To 95%
New 54" R.C.P. -/ ` �'� ,.•.H.,.,.'. io5s.5 c o w
58 56 .
Access Road
NEW
Me
Structure j��`�\ o ° �� o (6IF
(5
}
Go
^ 62
\ \ 64
(60)
/ m w
P)
x(70)-- --
ri
*"_ Rock Outcropping (Typical)
Plan yew
CURVE DATA
64
RADIUS
DELTA
LENGTH
0
28.00'
62
Existing Ground
/
60
0
SPIUNWK ELEV.
/000
0,0
58
56
Slope Protection •oFinished
Surface
54
See Note Below
F
_ _ —
,
_
Inlet Structure - 66"- 1.0 Ga. C.S.P.
O
52
--
See Sheet No. 4 For Details
>
R•
54 10 Ga. C.S.P.
5 a5
4
-Yv
w
48
ro
- * 0 2.z- ---
S10�_ r ,
Approx. Location Of Future Bridge
And Walkways
Ati
Secton View A—A-
Scale Horz. 1"=20#
^
^ M
V ^
^
Vert. 1 "= 4'
ZL Access Road, Existing Native Soil
Compacted To 95%
.
rC1P•,CA0N0re-r ,4044 ZZX/M0 ZAP-ZAe -'W4cL 6e Com•
Qi lAz i re 6za<e v e4u.e ce rc 4,vq/24C Rt v" ,ca4i TNG
.:� HAS.1. A -'Or dXC4 L`O /5" M4 &4964,1w
O��+e.c�,s✓cw SrrAt.L,�WT �x��o s trues r,�e �+.accG�1' an�cc.taray
rive C4 .-/d 4t 04 A G.4E�6t/r 5CO Of 4r 4,CA.57 Z" g:5Cx/CATN rqd ..
`"Lear G.4 YC4 .4 L G. VGYo::5 &--eA4 G t5e ^14z -e D A .11PV
3u,C fAC�,' .rG1C.e 6,Y,4 e-4 Ba --,cav 113 To W5
!Slope Protection Per Section 72
Of Caltrans Standard Specifications.
Install 15 Ib. Minimum Rock Per Method B
Placement.
- l Existing Contour Lines
(Typical)
Access Road, Existing Native Soil
Compacted To 95%
New 54" R.C.P. -/ ` �'� ,.•.H.,.,.'. io5s.5 c o w
58 56 .
Access Road
NEW
Me
Structure j��`�\ o ° �� o (6IF
(5
}
Go
^ 62
\ \ 64
(60)
/ m w
P)
x(70)-- --
ri
*"_ Rock Outcropping (Typical)
Plan yew
CURVE DATA
O
RADIUS
DELTA
LENGTH
0
28.00'
70°1511"
34.33'
215.00'
174:'59'13"
45.81'
R V I S .1 0 N S
LzL(-/, OMITTED A.g FROM ACCE55 RQgo - C4N57Rt/c'7/ON REV, PEA CI7Y
$RZVlSEp 6TO9MD124#4 ALtGNMEiVT
Scale: 1 " = 20'
GRADING PLAN.
REFERENCES
Limits Of
Grading
Finished Contour Lines
(Typical)
• PREPARED UNDER THE SUPERVISION OF:
Q
C ON SU LTAN TS, I N C. 8LANE W. FKAN0154W
Consultants to Governmental Agencies
1906 S. Commercenter E. Ste.204 San Bernardino, Ca. 92408
(714) 884-2500 R.C.E. 316-13' EXP. 1 Z - 31•-17 DATE
011 N:. DAFT
R.S: ;Black 1)6 B.
CHECK:. DA 4
Lwa-. Porkee
11
i
�LILSE MA1114
�I
See Rip -Rap Detail
@ Left
x,
1.5'±
.Section \\B -B"
SPILLWAY
N.T.S.
Level to Spillway
KD
Slope Protection Per Section 72
Of Caltrans Standard Specifications.
Install 15 Ib. Minimum Rock Per Method 'B'
Placement.
Varies
Slope Protection Per Section 72
Of Caltrans Standard Specifications.
Install 15 lb. Minimum Rock Per Method B
Placement.
See Rip --Rap Deta i I ---''i
Le f t
Section "C -C-
APPROVED BY
DRAINAGE TO LAKE
N,T.S.
RECORD DRAWING io-7-9i
City Of Fontana. California
Public Works Department
Drawn By. STORM DRAIN IMPROVEMENTS ' Scab:,
Dates Be _ Noted
Traced By. �CENTERDate:
NATURE
Checked By.Ap roved:
No.
L. ParYr,