HomeMy WebLinkAbout3100-4EXISTING CHANNEL WALL REMOVE EXISTING CHANNEL17
FOOTING TO REMAIN WALL AND FOOTING TO NEW 6' CHAIN
SAWCUT LINE LINK FENCE
I I
EXISTING CHAIN
I I LINK FENCE SEE DETAIL 8
I� 5
(I EX ACCESS ROAD /
Ii \ NEW ACCESS ROAD
EX CHANNEL WALL / SEE SHEET 6.
O r –—_..—_.._-- ( l 2% min
12" OR AS NECESSARY \ / 16K
TO OBTAIN A CLEAN SAWCUT
CLEAR OF CHANNEL WALL. NEW CHANNEL WALL
LL
SEE DETAIL 2
W
i 3
U
S sF
F II s
EX CHANNEL L I O
INVERT SLAB
r8"
WEX CHANNEL IICHANNEL
WALL FOOTING /� I I INVERT SLAB / \�
•P
-i L
Li
7s
1o.
SECTION A -A
SCALE: 1"= 4'
SAWCUT LINE
TEMPORARY BULKHEAD
SEE DETAIL 4
7
TEMPORARY CONCRETE-----.
FILLER BEAM w/ LIFT
ANCHORS.
SEE DETAIL
7
EXISTING CHANNEL D_
INVERT SLAB
• PARAPET WALL
RCB WALL r
D; - •!� 1
0
3
e CONNECT NEW 6' CHAIN
EXISTING CHANNEL D ° _ LINK FENCE TO NEW 6'
SIM INVERT SLAB ► CHAIN LINK FENCE AT
NEAREST EXISTING POST.
EX PARAPET WALL m
ABOVE EX RCB cy
001
CL EXIS11_'x8' RCB 2 —
_ - ``' ° CONNECT NEW PARAPET
_ Z y
== D WALL TO EX PARAPET
WALL WITH DOWELS
NEW .
6 - - - ' -` - - SIMILAR TO DETAIL 3
NNECHANNEL °_ _D ==
INVERT SLAB 4 4
► -- --
► _D 5 SAWCUT LINE EXISTING 8"
3
► _: -:.-__ O RCB WALL
D NEW CHANNEL
INVERT SLAB--
►- aD
4 CHANNEL WALL 2 CHANNEL 8" RCB 4 2 NEW 8" wQ O\\—&NECT WALL 3
5 (12' WIDE AT TOP) WALL TO PARAPET WALL WALL 5 SIM ABOVE RCB WALL 5 RCB WALL Zoo
AND RCB WITH DOWELS. o
6' CHAIN LINK SIMILAR TO DETAILS 3 4 6' CHAIN LINK
FENCE MOUNTED FENCE MOUNTED
ON CHANNEL WALL 4 5 ON PARAPET WALL
17 17
;ONNECTION NEW RCB AT NEW CHANNEL WALL CONNECTION - NEW RCB AT
EXISTING RCB -2
KALE: 1"= 2' 4 SCALE: 1 "= 2' 4
2Iz
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
CONSTRUCTION NOTES
1O— CONSTRUCT 10'x8' SINGLE REINFORCED CONCRETE BOX PER DETAIL 1/3.
2a— CONSTRUCT CONCRETE CHANNEL WALL PER DETAIL 2/3.
JOIN EXISTING CONCRETE CHANNEL (OR PARAPET) WALL PER DETAIL 3/4.
5�— REMOVE EXISTING CHANNEL WALL BETWEEN STATIONS 8+08.45 AND
9+98.86. SAWCUT VERTICAL AND HORIZONTAL SURFACES AS NECESSARY
FOR A CLEAN REMOVAL.
CONSTRUCT CONCRETE CHANNEL INVERT SLAB.
7�— CONSTRUCT 8" PARAPET WALL PER DETAILS 2/5 AND 3/5.
8O— CONSTRUCT TEMPORARY BULKHEAD PER DETAIL 4/7.
17 INSTALL CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL
DISTRICT BOUNDARY FENCING SPEC. DRWG. I AND CHANNEL WALL FENCING
SPEC. DRWG. 11. SEE THIS SHEET FOR LOCATION.
6' CHAIN LINK
2
HIGH POINT
FENCE MOUNTED
5
F.S.
ON PARAPET WALL
F.L.
FLOW LINE ELEVATION
17
TRACT BOUNDARY / PROPERTY LINE
—�
XX'X
3
G.B.
GRADE BREAK
5 O
m
ANG. PT.
CL 10'x8' RCB_____
;X
0
3
e CONNECT NEW 6' CHAIN
EXISTING CHANNEL D ° _ LINK FENCE TO NEW 6'
SIM INVERT SLAB ► CHAIN LINK FENCE AT
NEAREST EXISTING POST.
EX PARAPET WALL m
ABOVE EX RCB cy
001
CL EXIS11_'x8' RCB 2 —
_ - ``' ° CONNECT NEW PARAPET
_ Z y
== D WALL TO EX PARAPET
WALL WITH DOWELS
NEW .
6 - - - ' -` - - SIMILAR TO DETAIL 3
NNECHANNEL °_ _D ==
INVERT SLAB 4 4
► -- --
► _D 5 SAWCUT LINE EXISTING 8"
3
► _: -:.-__ O RCB WALL
D NEW CHANNEL
INVERT SLAB--
►- aD
4 CHANNEL WALL 2 CHANNEL 8" RCB 4 2 NEW 8" wQ O\\—&NECT WALL 3
5 (12' WIDE AT TOP) WALL TO PARAPET WALL WALL 5 SIM ABOVE RCB WALL 5 RCB WALL Zoo
AND RCB WITH DOWELS. o
6' CHAIN LINK SIMILAR TO DETAILS 3 4 6' CHAIN LINK
FENCE MOUNTED FENCE MOUNTED
ON CHANNEL WALL 4 5 ON PARAPET WALL
17 17
;ONNECTION NEW RCB AT NEW CHANNEL WALL CONNECTION - NEW RCB AT
EXISTING RCB -2
KALE: 1"= 2' 4 SCALE: 1 "= 2' 4
2Iz
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
CONSTRUCTION NOTES
1O— CONSTRUCT 10'x8' SINGLE REINFORCED CONCRETE BOX PER DETAIL 1/3.
2a— CONSTRUCT CONCRETE CHANNEL WALL PER DETAIL 2/3.
JOIN EXISTING CONCRETE CHANNEL (OR PARAPET) WALL PER DETAIL 3/4.
5�— REMOVE EXISTING CHANNEL WALL BETWEEN STATIONS 8+08.45 AND
9+98.86. SAWCUT VERTICAL AND HORIZONTAL SURFACES AS NECESSARY
FOR A CLEAN REMOVAL.
CONSTRUCT CONCRETE CHANNEL INVERT SLAB.
7�— CONSTRUCT 8" PARAPET WALL PER DETAILS 2/5 AND 3/5.
8O— CONSTRUCT TEMPORARY BULKHEAD PER DETAIL 4/7.
17 INSTALL CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL
DISTRICT BOUNDARY FENCING SPEC. DRWG. I AND CHANNEL WALL FENCING
SPEC. DRWG. 11. SEE THIS SHEET FOR LOCATION.
24 24
#5 0 12'° C/C DOWELS 4»
#5 0 12' _C/C WALL DOWELS
101 '01
Q F,
11 11
�+5 QQ� ---- ---- Q�pQ QQQ�
DOWELS SHALL BE PLACED L4-
IN DRILLED HOLES AND
GROUTED IN PLACE.
DOWEL DETAIL 0 JOINING OF EXISTING
CHANNEL WALL TO PROPOSED CHANNEL WALL �.",
NOT TO SCALE
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑��
QROFESS/pN&T
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o L eogl
reman Inc.
�9F� 130p A Civil Engineering - Planning • Surveying - Public Works DRAWN BY -
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,CD
z z
Z No. 24573 m 9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730(909) 484-9090 MFP
THE. CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/05 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY-
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `9 c►v►� �Q' RLB
l � %l`.� �2 -/ 3�I
"2 CHECKED BY:
STANDARDS IN EFFECT. OFF' CA��F�� RICHARD L. BOWMAN R.C.E. 24573 DATE:
RLI
3
N
O
LO
4
c
0
CITY OF FONTANA, CALIFORNIA
C Y
BASE LINE AVENUE N Y
10' x S' RCB STORM DRAIN 1I PROVIS EN'TS SCALE
1 »=40'-0»
CHAN NE3- CON/4ECTllON AND DATE �N
RC BOX- MTALS 10-2-00 N
o,o
APPROVE --R D� DWG NO.: 4 iN
3100LO
IleTY ENGINEER R.C.E. 51152 DA %o
LEGEND
H.P.
HIGH POINT
T.C.
TOP OF CURB ELEVATION
F.S.
FINISHED SURFACE ELEVATION
F.L.
FLOW LINE ELEVATION
----
TRACT BOUNDARY / PROPERTY LINE
—�
XX'X
DIRECTION OF FLOW
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
O.C.
ON CURB
ANG. PT.
ANGLE POINT
B.C.
BEGIN CURVE
E.C.
END OF CURVE
W
WATER
S
SEWER
T.W.
TOP OF WALL
T.F.
TOP OF F0011NG
INV
INVERT
—77—
PROPOSED CONTOUR
DBL
DOUBLE
$-
EXISTING STORM DRAIN CENTER LINE
24 24
#5 0 12'° C/C DOWELS 4»
#5 0 12' _C/C WALL DOWELS
101 '01
Q F,
11 11
�+5 QQ� ---- ---- Q�pQ QQQ�
DOWELS SHALL BE PLACED L4-
IN DRILLED HOLES AND
GROUTED IN PLACE.
DOWEL DETAIL 0 JOINING OF EXISTING
CHANNEL WALL TO PROPOSED CHANNEL WALL �.",
NOT TO SCALE
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑��
QROFESS/pN&T
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o L eogl
reman Inc.
�9F� 130p A Civil Engineering - Planning • Surveying - Public Works DRAWN BY -
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,CD
z z
Z No. 24573 m 9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730(909) 484-9090 MFP
THE. CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/05 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY-
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `9 c►v►� �Q' RLB
l � %l`.� �2 -/ 3�I
"2 CHECKED BY:
STANDARDS IN EFFECT. OFF' CA��F�� RICHARD L. BOWMAN R.C.E. 24573 DATE:
RLI
3
N
O
LO
4
c
0
CITY OF FONTANA, CALIFORNIA
C Y
BASE LINE AVENUE N Y
10' x S' RCB STORM DRAIN 1I PROVIS EN'TS SCALE
1 »=40'-0»
CHAN NE3- CON/4ECTllON AND DATE �N
RC BOX- MTALS 10-2-00 N
o,o
APPROVE --R D� DWG NO.: 4 iN
3100LO
IleTY ENGINEER R.C.E. 51152 DA %o