HomeMy WebLinkAbout5503-5USE CALTRANS STD. PLANS D80, D81 AND
D82, CONCRETE DIMENSIONS AND
REINFORCING CORRESPONDING TO THE
FOLLOWING TABLE:
USE CALTRANS STD. PLANS D80, D81 AND
D82, CONCRETE DIMENSIONS AND
REINFORCING CORRESPONDING TO THE
FOLLOWING TABLE: H=3.00'
TRANSITION - STA. 40+4273
SCALE 1" = 4'
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SPAN HEIGHT STD. 10 ❑ I
A 8 7 D80
B 10 6 D80 139 55 72
C 6 6 D81 4 ST
D 5 5 D81 _
E 5 5 D81 Z49 '
F 5 4 D81 H 4$8 S
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78" RCP
TRANSITION - STA. 39+26.50
SCALE 1" = 4'
Ng
39+61.56 E.C.
CONSTRUCTION NOTES
O7 INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O2 INSTALL 78" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O3 INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O4 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O6 REMOVE EXISTING PIPE CLOSURE.
O CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT STD. PLAN 176.
O8 CONSTRUCT MODIFIED TRANSITION STRUCTURE R.C.B. TO PIPE SPPWC STD. PLAN 342-2.
Og CONSTRUCT TRANSITION STRUCTURE REFERENCING MODIFIED SPPWC STD. PLAN 343-2.
10 CONSTRUCT TRANSITION STRUCTURE REFERENCING MODIFIED SPPWC STD. PLAN 3442.
11 CONSTRUCT 3 BARREL 5' WIDE x THIGH R.C.B. PER CALTRANS STD. D81.
12 CONSTRUCT MANHOLE ACCESS IN R.C.B. DECK PER CALTRANS STD. D82 AND SPPWC 323-2.
13 CUT AND REMOVE EXISTING STORM DRAIN PIPE.
14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
16 CONSTRUCT INLET MODIFIED "TYPE V" PER DETAILS ON SHEET 3.
17 INSTALL REINFORCED POLYETHYLENE LINER (SEE NOTE ON SHT. 1 & HEREON).
NOTES:
CONSTRUCT TRANSITIONS USING CALTRANS STD.
PLANS D80, D81, D82, SPPWC STD. PLANS 342-2,343-2,
344-2, 323-2.
CONSTRUCT CONCRETE & REINFORCING IN TOP DECK
AS IF EXPOSED. REFER TO PROFILE SHEET 2.
m
U
J
rFS OVER S.D.
17 MEMBRANE
I
RCB. SECTION 4B -4B
SCALE I"= 4'
SECTION 4C -4C
SCALE 1" = 2'
2" SAND LAYER
TOP OF MWD 121'
WATER PIPE
---------------------------------------
I
SPAN
HEIGHT
STD.
G
10
7
D80
H
10
7
D80
1
6
6
D81
J
5
5
D81
K
5
5
D81
L
5
4
D81
USE CALTRANS STD. PLANS D80, D81 AND
D82, CONCRETE DIMENSIONS AND
REINFORCING CORRESPONDING TO THE
FOLLOWING TABLE: H=3.00'
TRANSITION - STA. 40+4273
SCALE 1" = 4'
7� v Zj---
SPAN HEIGHT STD. 10 ❑ I
A 8 7 D80
B 10 6 D80 139 55 72
C 6 6 D81 4 ST
D 5 5 D81 _
E 5 5 D81 Z49 '
F 5 4 D81 H 4$8 S
,?1, 4.p
- y o ❑D 4
8g.
s�
d Lo 9� i9q
- c
N �
78" RCP
TRANSITION - STA. 39+26.50
SCALE 1" = 4'
Ng
39+61.56 E.C.
CONSTRUCTION NOTES
O7 INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O2 INSTALL 78" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O3 INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O4 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O6 REMOVE EXISTING PIPE CLOSURE.
O CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT STD. PLAN 176.
O8 CONSTRUCT MODIFIED TRANSITION STRUCTURE R.C.B. TO PIPE SPPWC STD. PLAN 342-2.
Og CONSTRUCT TRANSITION STRUCTURE REFERENCING MODIFIED SPPWC STD. PLAN 343-2.
10 CONSTRUCT TRANSITION STRUCTURE REFERENCING MODIFIED SPPWC STD. PLAN 3442.
11 CONSTRUCT 3 BARREL 5' WIDE x THIGH R.C.B. PER CALTRANS STD. D81.
12 CONSTRUCT MANHOLE ACCESS IN R.C.B. DECK PER CALTRANS STD. D82 AND SPPWC 323-2.
13 CUT AND REMOVE EXISTING STORM DRAIN PIPE.
14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
16 CONSTRUCT INLET MODIFIED "TYPE V" PER DETAILS ON SHEET 3.
17 INSTALL REINFORCED POLYETHYLENE LINER (SEE NOTE ON SHT. 1 & HEREON).
NOTES:
CONSTRUCT TRANSITIONS USING CALTRANS STD.
PLANS D80, D81, D82, SPPWC STD. PLANS 342-2,343-2,
344-2, 323-2.
CONSTRUCT CONCRETE & REINFORCING IN TOP DECK
AS IF EXPOSED. REFER TO PROFILE SHEET 2.
m
U
J
rFS OVER S.D.
17 MEMBRANE
I
RCB. SECTION 4B -4B
SCALE I"= 4'
SECTION 4C -4C
SCALE 1" = 2'
2" SAND LAYER
TOP OF MWD 121'
WATER PIPE
---------------------------------------
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TOP DECK 1708.49
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T.O.P. MWD 1702.80
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- 84" RCP _
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I A=90000'00" $
i R=22.50' + v
L=35.34'
T=22.50'
B.C.
Em -w-
40+42.72 -
END R.C.B. I BEG. TRANS. D RNV
R.C.B.
— — — — — — -
-------- -----------
--------
-
EXIST. 121" _ 4B Z
MWD WATER -
I
STREET EASEMEN
FUTURE.I "
_ -MWD WATER—
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78" RCP –
CURVE DATA '
A= 2 W50" 7
22.50'
L=35.06'
T=22.22'
EXIST. 24"
WVWD WATER
CBG.
3-5 Wx3'H 11 17
R.C.B.
— 1L- --- — — — — — —
RC.B. DETAIL 14A'
SCALE I"= 10'
39+61.56 E.C.
END TRAN B
1, CIL STREET CONSTRUCTION
REINFORCED POLYETHYLENE LINER
REINFORCED POLYETHYLENE LINER SHALL BE PPL -24 CONTAINMENT MEMBRANE LINER BY BTL LINERS OR APPROVED EQUAL BY MWD.
THE CONTAINMENT MEMBRANE LINER SHALL ENCOMPASS THE PIPE AND STRUCTURES 360 DEGREES.
INSTALLATION SHALL BE PERFORMED BY APPROVED / CERTIFIED INSTALLER.
INSTALLATION SHALL BE APPROVED BY MWD.
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TOP DECK 1708.49
FL R.C.B. 1704.90
-
T.O.P. MWD 1702.80
---------- -_`-� --
CBG.
3-5 Wx3'H 11 17
R.C.B.
— 1L- --- — — — — — —
RC.B. DETAIL 14A'
SCALE I"= 10'
39+61.56 E.C.
END TRAN B
1, CIL STREET CONSTRUCTION
REINFORCED POLYETHYLENE LINER
REINFORCED POLYETHYLENE LINER SHALL BE PPL -24 CONTAINMENT MEMBRANE LINER BY BTL LINERS OR APPROVED EQUAL BY MWD.
THE CONTAINMENT MEMBRANE LINER SHALL ENCOMPASS THE PIPE AND STRUCTURES 360 DEGREES.
INSTALLATION SHALL BE PERFORMED BY APPROVED / CERTIFIED INSTALLER.
INSTALLATION SHALL BE APPROVED BY MWD.
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