HomeMy WebLinkAbout3107-6PREMOLDED\
_. _ JOINT f1LLER\,
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EXIST SAN SEVAINE ; ; EXISTING ; ; EXISTING ; ; PROPOSED
CREEK CHANNEL ; ; 10'x8' RCB ; ; 10'x8' RCB
,j RCB
STORM DRAIN I I STORM DRAIN ?�� STORM DRAIN
----------------------------------------------------'
SECTION VIEW
NOT TO SCALE
I I r
I EXISTINU
I TWALL REBARS,
P
REMOVE EX
LOOP BARS,
I I /� /� � I
nP \� I
\
LIMIT OF \ /
CONCRETE----�---
REMOVAL
I I REPLACEMENT
I ( REBARS,
I I I I I TYP
I I I I I I
NOTES:
1. CONCRETE REMOVAL MUST EXTEND TO A POINT TO ALLOW REPLACEMENT
REBARS TO OVERLAP EXISTING BY AT LEAST 35 BAR DIAMETERS.
2. REPLACEMENT REBAR TO MATCH SIZE OF EXISTING.
3. EXISTING LOOP BARS TO BE REMOVED.
4. REPLACEMENT REBARS TO BE FURNISHED EACH FACE OF WALL.
5. CONCRETE STRENGTH F'c= 3250 PSL
6. STEEL Fy= 40 KSI.
nSEALING OF EXISTING RC BOX CULVERT WALL OPENING
NOT TO SCALE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
I
WATERSTOP
A��E3/4" CHAMFER
OUTSIDE FACE OF WALL
SPACING: 30' CENTER TO CENTER MAXIMUM
WALL EXPANSION JOINT DETAIL
NOT TO SCALE
TYPICAL SECTION
NOT TO SCALE
15"
TRANSVERSE CONSTRUCTION
JOINT DETAILS
Q-QADC
JI /lVtl\V
IN TABLE
B -BARS
OR
B1 -BARS
DETAIL A
NOT TO SCALE
RCB SINGLE BOX CONDUIT TYPICAL DETAIL
NOT TO SCALE
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑
QROFESS/O,y ��
remain I-ne.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� PCU L 8 '�l '
k- ❑�A Civil Engineering Planning - Surveying • Public Works
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z z
No. 24573 m 9130 Anaheim PI Ste 120 -Rancho Cucamonga, CA 91730-5465.909-484-9090
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/05 ;:0PREPARED UNDER THE SUPERVISION OF:
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDF IVIL�O�� h 2 ZrfD�
CAI-
STANDARDS IN EFFECT. RICHARD L. BOWMAN R.C.E. 24573 DATIE:
H
BY:
REF
D BY:
RLB
) BY:
M,
n
%.n rim r r=r�,
CHANNEL FACE
DETAIL B
NOT TO SCALE
TABLE
OF RC BOX
CULVERT
DIMENSIONS
SPAN,
W (FT)
o0
BASE LINE AVENUE
10.00
j
10.00
oE
10.00
10.00
HEIGHT (FT)
STORM DRAIN IMPROVEMENT
8.00
cn^
8.00
C.B.
8.00
6.00
MAX EARTH COVER (Fr)
AI
9-27-00
5.00
10.00
DWG NO.:
6
15.00
16.00
T1
(IN)
� o
8.50
11.25
%Q
II
13.50
14.00
- T2
(IN)
8.00
9.00
10.00
10.50
T3
(IN)
9.50
12.75
15.25
15.75
BAR DESIGNATIONS
AND DIMENSIONS
#
SPACING
(IN)
#
SPACING
(IN)
#
SPACING
(IN)
#
SPACING
(IN)
B -BAR
6
10.0
9
17.0
8
11.0
8
11.0
B1
-BAR
4
10.0
5
17.0
4
11.0
4
11.0
C -BAR
4
14.0
4
14.0
4
13.0
4
14.0
C1
-BAR
5
14.0
5
14.0
4
13.0
4
14.0
C2
-BAR
4
14.0
4
14.0
4
13.0
4
14.0
C3
-BAR
5
14.0
4
14.0
4
13.0
4
14.0
D -BAR
4
18.0
4
18.0
4
18.0
4
18.0
F-
BAR
9
20.0
9
15.0
8
10.0
9
12.0
F1
-BAR
6
20.0
5
15.0
4
10.0
4
12.0
G -BAR
NONE
NONE
4
14.0
4
13.0
4
1
14.0
H -BAR
4
1
14.0
4
14.0
4
13.0
4
14.0
H
(FT)
4.33
4.29
4.38
4.42
H1
(FT)
1.79
1.88
2.00
2.08
H2
(FT)
4.21
4.29
4.38
4.42
H3
(FT)
1.75
1.75
1.79
4.42
V1
(FT)
3.46
2.67
2.46
2.96
EVV2
(FT)
2.88
3.12
3.33
3.38
3
(FT)
2.38
1.96
2.67
2.71
I I r
I EXISTINU
I TWALL REBARS,
P
REMOVE EX
LOOP BARS,
I I /� /� � I
nP \� I
\
LIMIT OF \ /
CONCRETE----�---
REMOVAL
I I REPLACEMENT
I ( REBARS,
I I I I I TYP
I I I I I I
NOTES:
1. CONCRETE REMOVAL MUST EXTEND TO A POINT TO ALLOW REPLACEMENT
REBARS TO OVERLAP EXISTING BY AT LEAST 35 BAR DIAMETERS.
2. REPLACEMENT REBAR TO MATCH SIZE OF EXISTING.
3. EXISTING LOOP BARS TO BE REMOVED.
4. REPLACEMENT REBARS TO BE FURNISHED EACH FACE OF WALL.
5. CONCRETE STRENGTH F'c= 3250 PSL
6. STEEL Fy= 40 KSI.
nSEALING OF EXISTING RC BOX CULVERT WALL OPENING
NOT TO SCALE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
I
WATERSTOP
A��E3/4" CHAMFER
OUTSIDE FACE OF WALL
SPACING: 30' CENTER TO CENTER MAXIMUM
WALL EXPANSION JOINT DETAIL
NOT TO SCALE
TYPICAL SECTION
NOT TO SCALE
15"
TRANSVERSE CONSTRUCTION
JOINT DETAILS
Q-QADC
JI /lVtl\V
IN TABLE
B -BARS
OR
B1 -BARS
DETAIL A
NOT TO SCALE
RCB SINGLE BOX CONDUIT TYPICAL DETAIL
NOT TO SCALE
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑
QROFESS/O,y ��
remain I-ne.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� PCU L 8 '�l '
k- ❑�A Civil Engineering Planning - Surveying • Public Works
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z z
No. 24573 m 9130 Anaheim PI Ste 120 -Rancho Cucamonga, CA 91730-5465.909-484-9090
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/05 ;:0PREPARED UNDER THE SUPERVISION OF:
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDF IVIL�O�� h 2 ZrfD�
CAI-
STANDARDS IN EFFECT. RICHARD L. BOWMAN R.C.E. 24573 DATIE:
H
BY:
REF
D BY:
RLB
) BY:
M,
n
%.n rim r r=r�,
CHANNEL FACE
DETAIL B
NOT TO SCALE
i
CITY OF FONTANA, CALIFORNIA
o0
BASE LINE AVENUE
j
oE
SCALE
o�
STORM DRAIN IMPROVEMENT
N.T.S.
cn^
C.B.
DATE
AI
9-27-00
APPRO ,�Y:
® 7
DWG NO.:
6
W N
3107
� o
CITY ENGINEER R.C.E. 51152 DATE:
7
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II