HomeMy WebLinkAbout5109 Drainage Details - General Notesx
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GENERAL NOTES
DESIGN: CALTRANS BRIDGE DESIGN SPECIFICATIONS - APRIL 2000 (LFD)
( 1 996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS)
LOAD FACTORS: 1 0 5 D+ 1 0 5 E+ 2.5 (L+1 )
(GROUP X) WHERE D = DEAD LOAD
E = EARTH LOAD
L = LIVE LOAD
I = IMPACT
(CAPACITY REDUCTION FACTOR 0.9
IS INCLUDED)
0
� w
m n
o > LOADING: ( REINFORCED CONCRETE BOX)
LLI
u LIVE LOAD
w
w HS20-44 TRUCK
o APPLY IMPACT ONLY TO THE ROOF SLAB
EARTH COVER
IMPACT (%)
UP TO 1
FOOT
30
1 FOOT TO
2 FEET
20
2 FEET TO
3 FEET
10
OVER 3
FEET
0
NO SURCHARGE ON WALLS DUE TO LIVE LOAD.
0
L
EARTH LOAD:
0 o EARTH PRESSURES FOR TWO CONDITIONS:
cn V)
140 pcf VERTICAL, 35 pcf HORIZONTAL
140 pcf VERTICAL, 100 pcf HORIZONTAL
z
0
Q
O
r
cn
z
Q
0
z
w
Q
W
D
f■1;,
REINFORCED CONCRETE:
REINFORCED STEEL:
f'c = 306 ksi
fy = 60 ks i
ASTM A706
STRUCTURAL NOTES
1. WHERE CONCRETE IS PLACED AGAINST EXISTING CONCRETE, ROUGHTEN
EXISTING CONCRETE SURFACE TO AN AMPLITUDE OF 1/4''.
20 EXCAVATION, REMOVAL AND SHORING SHALL NOT EXTEND BEYOND TCE LINE.
PLAN SYMBOLS
BORDER EAST REVISED 7/2/2010
STANDARD PLAN SHEET No.
DETAIL No.
SECTION IDENTIFICATION
USERNAME=>p0026551
DGN FILE => 8468001c001odgn
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 155 624
S (�' 09-08-1 1 QROFESS /oti
REGISTERED CIVIL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
,,I,Exp.
T CIVIL tiP
qTF
OF
CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
DRAINAGE
DETAILS
GENERAL
NOTES
DD -1
RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744
IS IN INCHES I
Na -
o �
N cv
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N �
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n n
II II
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a
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u,
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w
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a O
x
EXISTING
TRAPEZOIDAL
CHANNEL
B
JOIN EXIST
429+15.63
0
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m n
o >
w w
u� Er
> w
w
o Q
0
L
om
r
POST MILES
w
m
No
0
L
o
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w
°
156
A
c
�°
U
om
r
POST MILES
w
m
No
TOTAL PROJECT
�a
o
08
�z
w
14.8/15.5
156
624
S
U ,
U
,OFESS /0ti
� Ln
w
UTHAYA F0
aw
=
09-08-11
U o
U
x
0
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR sT tiP
ATF
THE ACCURACY OR COMRLETENESS
OF SCANNED of CAL,F���
CORIES OF THIS RL AN SHEET
>
SANBAG
D'
1170 WEST 3RD STREET
w
SAN BERNARDINO, CA 92410
SUITE 200
0_
ONTARIO, CA 91761
LULU
1-:2
z
Q
w
z
0
ul #4 DOWELS,
TYP
x
a � •
N
z
Q
0
CABLE RAILING
NOT SHOWN
1009.94+
Invert
+1
0
0
rn
+I
0
0
BULB FACE ABOVE
I-10 CHANNEL
#4 12
CABLE RAILING
NOT SHOWN
60'-0"
TRANSITION STRUCTURE
#4 12
WEAKENED PLANE
AND WEEP HOLES
11-4
CABLE RAILING
MATCH EXIST
TOP OF WALL
EXISTING
TRAPEZOIDAL
CHANNEL
M
NORTH WALL
CONST
JOINTS
TYP
1 01 0.07
Invert
SOUTH WALL
�L
BULB FACE ABOVE
PLAN
CV
NO SCALE
DRAINAGE SYSTEM
(DS
Sta 429+15.63 to 429+75.63
19 / -0"
WEEPBO-3 TYP
HOLE
862'-6"
1 -24' -0" x 1 2' -0" CHANNEL
SYSTEM (De
C BC
429+75.63
20'-0"
WEAKENED BO -3 TYP
PLANE 3-2
rn �
PROVIDE
9" TH K
BULBCO
MSN
• Z_
•
I-10 CHANNEL
1 '-0" KATNI Alvin
VARIES
11-47
CABLE RAILING
TYP
BARS
19 / -0"
TOP OF WALL
— —I— — I EXTEND LONGITUDINAL
BARS INTO CHANNEL
FLOOR AND WALLS
INVERT � �I
ELEV 1009,94±#4 @ 12 I INVERT ELEV
MATCH EXIST F 1010.07
#4 X 2' -0" 12
DRILL & BOND 1'-0"
DOWELS IN FLOOR
SLAB AND WALLS OF 1'-0"
EXIST STRUCTURE
#4 12
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 8468001c002.dgn IS IN INCHES
60'-0"
TRANSITION STRUCTURE
SECTION A -A
NO SCALE
-�n'-n" +
Dist
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
No
TOTAL PROJECT
No.
SHEETS
08
SBd
10
14.8/15.5
156
624
S
09-08-11
o0
,OFESS /0ti
REGISTERED CI IL ENGINEER DATE Q
UTHAYA F0
SANDIRASEGARAM
09-08-11
_ z
PLANS APPROVAL DATE
ui No. C61444
THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR sT tiP
ATF
THE ACCURACY OR COMRLETENESS
OF SCANNED of CAL,F���
CORIES OF THIS RL AN SHEET
SANBAG
PARSONS
1170 WEST 3RD STREET
3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410
SUITE 200
a
ONTARIO, CA 91761
1-0" MIN AND
VARIES
0
0
#4 12
CONT, TYP —\
INVERT
48:1
•
z
12 #4 12
O�
SECTION 13-13
NO SCALE
MEASURED ALONG
� I-10 CHANNEL
RECTANGULAR
HALF CHANNEL O bO
. . . . . . . . . . . . . .°�-----
0 2 3
0
CV
NOTE
#4 CONT PARALLEL
TO TOP, TYP
"a" BARS z cn
Q • - a
>
• � o
WEEP HOLE AND Q
• PERVIOUS
BACKFILL BO -3
. 3-1
1. FOR "SECTION "C -C" SEE DRAINAGE DETAILS
SHEET DD -3.
2. FOR REINFORCEMENT INFORMATION, SEE SHEET DD -3.
CHANNEL REINF
BARS 1 -0 CONST JOINT
2, -0"
UNIT 2232
DRAINAGE DETAILS I"0I
PROJECT NUMBER & PHASE
o O
u,
>O
L-1
DD -2
a O
O
0800000744
N�
oD
No
o0
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o0
00
LULU
0
0
J
J
a
LULU
1-:2
a
DRAINAGE DETAILS I"0I
PROJECT NUMBER & PHASE
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>O
L-1
DD -2
a O
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0800000744
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w o
Q
EXISTING
TRAPEZOIDAL
CHANNEL
inl _()ll
i n
V Lit -%I \J V VI V.J I
JOINT
DRAINAGE SYSTEM (De
NORTH WALL ELEVATION
(NORTH WALL SHOWN, SOUTH WALL SIMILAR)
NO SCALE
3/6'' PREMOLDED
JOINT MATERIAL OR
I / 11 C- A IAlr n 1r1T f\IT
WEAKENED PLANE
DETAIL C
NO SCALE
BORDER EAST REVISED 7/2/2010
T
JOINT
T
PREMOLDED JOINT
MATERIAL
111 x 18'' SMOOTH DOWEL
SEE NOTE 1
CV
WRAP OR LUBRICATE THIS
PORTION TO PREVENT BOND
2 II
�II
IA,
EXPANSION CAP
EXPANSION JOINT
DETAIL B
NO SCALE
TRANSVERSE COSTRUCTION JOINT
USERNAME=>p0026551
DGN FILE => 8468001c003.dgn
DETAIL A
NO SCALE
T
2
T
2
RELATIVE BORDER SCALE
IS IN INCHES
FG
0G) _L
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 57 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CALIFORNIA OR //
5 OFF/CERS
OR AGENTS SHALL NOT BE RESRONSIBL E FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
COPES OF TH/S RL AN SHEET
UTHAYA F1
SANDIRASEGARAM
z
uj No. C61444
�J\E xpT CIVIL tiP
ATF OF CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
o SAN BERNARDINO, CA 92410 SUITE 200
N
ONTARIO, CA 91 761
10 ALL TRANVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL PLANE NORMAL TO THE CENTERLINE°
CONTINUOUS KEYWAYS SHALL BE CONSTRUCTED AS SHOWN IN ''DETAIL A A COMPLETE CURTAIN OF
TRANSVERSE STEEL SHALL BE PLACED 3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL
STEEL SHALL NOT BE CONTINUOUS THROUGH THE JOINTS. AN EXPANSION JOINT SHALL BE CONSTRUCTED
BETWEEN THE REINFORCED CONCRETE TRANSITION AND REINFORCED CONCRETE BOX SECTION AS SHOWN ON
''DETAIL B DOWELS SHALL BE PLACED AT 18 INCH SPACING CENTERED IN THE MIDDLE OF THE BOTTOM
SLAB AND THE TOP THIRD OF SIDE WALLS. A MINIMUM OF 3 DOWELLS PER SLAB AND WALLS SHALL BE
PLACED.
20 TRANSVERSE CONSTRUCTION SHALL NOT PLACED WITHIN 30 INCHES OF JUNCTION STRUCTURE OPENINGS°
3. UNLESS OTHERWISE SHOWN ON THEW DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS,
SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SECTIONS° STEEL SHALL BE PLACED RADIALLY FROM
THE MAXIMUM SPACING, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS.
4. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN THAT SHOWN ON
THE DRAWING, WITHOUT APPROVAL OF THE ENGINEER°
5. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE EXPANSION JOINTS°
1`311
24'-0'' MIN
AND VARIES
I-10 CHANNEL
0 2 3
1 2"TYP UHI\J 3,_011 b -U..
NOTE:
FOR "a" AND "b" BAR SPACING,
SEE ''NORTH WALL ELEVATION VIEW''
SECTION C -C
UNIT 2232
NO SCALE
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -3
0800000744
N�
oCO
NN
o0
N
co
00
ww
0 0
J J
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Q
EXISTING
TRAPEZOIDAL
CHANNEL
inl _()ll
i n
V Lit -%I \J V VI V.J I
JOINT
DRAINAGE SYSTEM (De
NORTH WALL ELEVATION
(NORTH WALL SHOWN, SOUTH WALL SIMILAR)
NO SCALE
3/6'' PREMOLDED
JOINT MATERIAL OR
I / 11 C- A IAlr n 1r1T f\IT
WEAKENED PLANE
DETAIL C
NO SCALE
BORDER EAST REVISED 7/2/2010
T
JOINT
T
PREMOLDED JOINT
MATERIAL
111 x 18'' SMOOTH DOWEL
SEE NOTE 1
CV
WRAP OR LUBRICATE THIS
PORTION TO PREVENT BOND
2 II
�II
IA,
EXPANSION CAP
EXPANSION JOINT
DETAIL B
NO SCALE
TRANSVERSE COSTRUCTION JOINT
USERNAME=>p0026551
DGN FILE => 8468001c003.dgn
DETAIL A
NO SCALE
T
2
T
2
RELATIVE BORDER SCALE
IS IN INCHES
FG
0G) _L
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 57 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CALIFORNIA OR //
5 OFF/CERS
OR AGENTS SHALL NOT BE RESRONSIBL E FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
COPES OF TH/S RL AN SHEET
UTHAYA F1
SANDIRASEGARAM
z
uj No. C61444
�J\E xpT CIVIL tiP
ATF OF CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
o SAN BERNARDINO, CA 92410 SUITE 200
N
ONTARIO, CA 91 761
10 ALL TRANVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL PLANE NORMAL TO THE CENTERLINE°
CONTINUOUS KEYWAYS SHALL BE CONSTRUCTED AS SHOWN IN ''DETAIL A A COMPLETE CURTAIN OF
TRANSVERSE STEEL SHALL BE PLACED 3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL
STEEL SHALL NOT BE CONTINUOUS THROUGH THE JOINTS. AN EXPANSION JOINT SHALL BE CONSTRUCTED
BETWEEN THE REINFORCED CONCRETE TRANSITION AND REINFORCED CONCRETE BOX SECTION AS SHOWN ON
''DETAIL B DOWELS SHALL BE PLACED AT 18 INCH SPACING CENTERED IN THE MIDDLE OF THE BOTTOM
SLAB AND THE TOP THIRD OF SIDE WALLS. A MINIMUM OF 3 DOWELLS PER SLAB AND WALLS SHALL BE
PLACED.
20 TRANSVERSE CONSTRUCTION SHALL NOT PLACED WITHIN 30 INCHES OF JUNCTION STRUCTURE OPENINGS°
3. UNLESS OTHERWISE SHOWN ON THEW DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS,
SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SECTIONS° STEEL SHALL BE PLACED RADIALLY FROM
THE MAXIMUM SPACING, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS.
4. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN THAT SHOWN ON
THE DRAWING, WITHOUT APPROVAL OF THE ENGINEER°
5. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE EXPANSION JOINTS°
1`311
24'-0'' MIN
AND VARIES
I-10 CHANNEL
0 2 3
1 2"TYP UHI\J 3,_011 b -U..
NOTE:
FOR "a" AND "b" BAR SPACING,
SEE ''NORTH WALL ELEVATION VIEW''
SECTION C -C
UNIT 2232
NO SCALE
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -3
0800000744
N�
oCO
NN
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E-IITURE
�STRUCTION
11
F_
L
48:1
AN -
26'-0±
FUTURE CONSTRUCTION
24' -oil
48:1
WEEP HOLE
AND PERVIOUS
BACKFILL
PER
11 BO -3 TYP
113-1
C
1 -10 CHANNEL
48' -oil
24' -oil
1 '-0"
TYPICAL SECTION
1/411 = 1/—Oil
—OII
DRAINAGE SYSTEM (DQ
STA 429+75063 TO STA 438+38008
Dist
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
14.8/15.5
1 58
624
S
09-08-1 1
QR0FESS
REGISTERED CI IL ENGINEER DATE
UTHAYA F�
SANDIRASEGARAM
09-08-11
_ z
PLANS APPROVAL DATE
uj No. C61444
THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR J tiP
ATF
THE ACCURACY OR COMPLETENESS
OF SCANNED OF CAL,F���
COPIES OF THIS RL AN SHEET
SANBAC
PARSONS
1170 WEST 3RD STREET
3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410
SUITE 200
ONTARIO, CA 91761
CHANNEL REINFORCEMENT
I/211 = 1 ,- Oil
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 8468001c004.dgn IS IN INCHES
0 2 3
UNIT 2232
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
N(I-
o 0)
N
� o0
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II II
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C
862' _6
_0 x
12 / _0 o
1-24'
CHANNEL 00
SYSTEM +co
101 '-11" 80'-0"
TRANSITION STRUCTURE o 5-12'-0" x 12'-0" RCB
SYSTEM (DQ SYSTEM (De
RECTA
x Q CHANN
0
z
Q
o
DRAINAGE SYSTEM
EXPANSION JOINT /811 = 1 '-0"
EXPANSION JOINT
STA 438+38.08 TO STA 439+40.00
101'-11"
TRANSITION STRUCTURE
IMEAVE-KICfI DI AKIE_ ')F -r)II 'NF1 _nll -)A / -1 1 ��
mrlftffl■1;,
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a � CHANNEL L
V r V ■ ■ V ■ r\ r\
NO SCALE
SEE SHEET DD -3
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3
DGN FILE => 8468001c005.dgn IS IN INCHES I
NOTE:
SEE SECTION D -D ON SHEET DD -6
(Q11-4
CABLE RAILING
25'-0" MAX
AND VARIES
WEEP HOLE
AND
#4 @, 12
BACKFILL,
Loo�
TYP
AT
�0
21/2
CLR
z
x
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#6 L @, 12
6/-011 `q
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•
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-
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3/-011
48x1
WEEP HOLE
AND
PERVIOUS
BACKFILL,
PLACE
WEEPHOLE
AT
6' OC, TYP
BO -3
3-1
)UTH PARAPE-
PET D82
d PARAPET
CB REINF
WEEP k
PERVIO
BACKFI
WEEPHC
6' OC,
JT
5 - 1 2' -0"
12'-0" RCB
I,�B REINF
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 159 624
S (�' 09-08-1 1 QROFESS roti
REGISTERED CI IL ENGINEER DATE
UTHAYA F�
SANDIRASEGARAM
09-08-11 _ z
No. C61444
PLANS APPROVAL DATE
THE STA TE OF CAL IFORNIA OR ITS OFFICERS �x Exp.
OR AGENTS SHAL L NOT BE RESPONSIBLE FOR sT C I VIL tiP
THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL 1F
COPIES OF THIS RL AN SHEET
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
62'-8" MAX 1'-0"
AND VARIES
CLU
CV
I-10 CHANNEL
1012.19
INVERT
#6 @, 12 0z
SECTION C —C
NO SCALE
I-10 CHANNEL
z x
Q
o
N
M I/2
O12
#7 12 --
48 0 1
#4 0, 12 cl� __V 2" CLR
C\, U TYP
rQ1-47
(`ADI C DA TLING
UNIT 2232
SECTION B -B
NO SCALE
12
iz
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -5
0800000744
N(I-
o CO
No
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CABLE RAILING
lZ
PARAPET
TOP OF SOUTH WALL
11-4
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 60 624
S ()- 09-08-1 1 QR�FESS ION
REGISTERED CI IL ENGINEER DATE 4
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CAL IFORNIA OR I TS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
�o <
Q UTHAYA
SANDIRASEGARAM
z
�
No. C61444 m
� Exp. �
s� CIVIL P
`Fti
ATF OF CAL 39�
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDIN09 CA 92410 SUITE 200
ONTARI09 CA 91761
z
CD
0
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• •I
•
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L w
#4 @ 12
rn5 - 12' X 12' RCB 10' MAX COVER TOP OF NORTH WALL
om
I m
z w
SECTION D -D
_
Com_) - U I/4 11
= 1/ -oil
__j Vn w 't
aw =
UD u
o R = 6
w
o -
o
�
�
w
a
CID
Ln
z
o
>
III
w
u
U
>
w
I-
Li
U
Q
0
o
0
L o
0 L
c L
0 0
(n v)
i ,_nll
1z
�-------------r------------ ------------ - ----------- -- ------- - 1-I o
1 LI I-1 H
-- - - - - - - - - - - ------------ LI -- - - - - - - - - - - - L -L- - - - - - --------- - - - - -
�
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —————————————————————————————— — — — — — -
CABLE RAILING
lZ
PARAPET
TOP OF SOUTH WALL
11-4
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 60 624
S ()- 09-08-1 1 QR�FESS ION
REGISTERED CI IL ENGINEER DATE 4
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CAL IFORNIA OR I TS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
�o <
Q UTHAYA
SANDIRASEGARAM
z
�
No. C61444 m
� Exp. �
s� CIVIL P
`Fti
ATF OF CAL 39�
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDIN09 CA 92410 SUITE 200
ONTARI09 CA 91761
z
CD
0
FG
• •I
•
#4 @ 12 0#6 @, 12
2/-011
21 -O„
L w
#4 @ 12
rn5 - 12' X 12' RCB 10' MAX COVER TOP OF NORTH WALL
om
I m
z w
SECTION D -D
_
Com_) - U I/4 11
= 1/ -oil
__j Vn w 't
aw =
UD u
o R = 6
w
o -
Q
0
cn
Q #4 G 12
#7 @ 12
0
z
w
— - -- ---- --- --
Q
o #6 Q 12
BORDER LAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 846800ic006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
I i I i I i I
UNIT 2232
SECTION
�• _9I I <
a
#8 TOT 4
ADDITIONAL
TOPS&ABOT
AT PARAPET
Y4�� = 1 ,_0..
RCB RE I NF
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -6
N �
O 00
N N
M f
00
LL,
F00
J J
CL CL
W W
F-
a
o F_
zo
0 0
> O
w
Q�o
F,
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0
Q
a
z
w
o
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I-
U
>_
z
o
D
z
LL
Q
Q
0
cn
Q #4 G 12
#7 @ 12
0
z
w
— - -- ---- --- --
Q
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BORDER LAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 846800ic006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
I i I i I i I
UNIT 2232
SECTION
�• _9I I <
a
#8 TOT 4
ADDITIONAL
TOPS&ABOT
AT PARAPET
Y4�� = 1 ,_0..
RCB RE I NF
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -6
N �
O 00
N N
M f
00
LL,
F00
J J
CL CL
W W
F-
a
o F_
zo
0 0
> O
w
Q�o
F,
Qo
0
x
0
J'
x
0
LLI
m n
o >
LvLLI
u� Er
> LLI
LL
El' Q
0
o 4-
.� o
0 L
c L
0 0
C/) C/)
01=011-00
mI r
v m
a� o
�z v
U , U
Ln Lv
a Lw =
U o U
0
V\/
o'
LLI
o-
a a
z w
o =
U
U
� Z
LL_ Q
z
Q
z
0
U
z
0
F_
Q
F_
C:)
cn
z
a
F_
I
0
F_
z
w
F_
a
w
a
Q °
f■1;,
BORDER EAST REVISED 7/2/2010
64'-6"
I-10 CHANNEL o�
I
- z
O
8" 1 2,-0"
TYP TYP
TYPICAL SECTION
1/411 = 1 ,-Qil
DRAINAGE SYSTEM 1 (SEE NOTE 1)
STA 439+40000 TO STA 440+20000
65'-2"
I-10 CHANNEL
CV
I
MIN
_
FILLET, TYP
0
CONST J T
CV
(OPTIONAL)
ALTERNATIVE
CONST JT
INVERT
CONST JT
SLOPE 48:1
SLOPE 48:1
I
- z
O
8" 1 2,-0"
TYP TYP
TYPICAL SECTION
1/411 = 1 ,-Qil
DRAINAGE SYSTEM 1 (SEE NOTE 1)
STA 439+40000 TO STA 440+20000
65'-2"
I-10 CHANNEL
CV
I
TYPICAL
I
SECTION
1/411 = 1 ,-Q11
DRAINAGE SYSTEM (D@ (SEE NOTE 1)
STA 440+20000 TO STA 441+90000
USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 8468001c007.dgn IS IN INCHES
1 2'-0"
TYP
0 2 3
11"
TYP
6 '1
TYP
SEE NOTE 2
o 0
1
1 '- 311
TYP
O >
I 0
O
CV X
a
Ln
I
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 61 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
1, FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
SEE SHEET DD -8.
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUSTMENT QUANTITIES°
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -7
0800000744
MIN
_
FILLET, TYP
CONST J T
c\j
(OPTIONAL)
ALTERNATIVE
CONST JT
INVERT
CONST JT
SLOPE 48:1
SLOPE 48:1
TYPICAL
I
SECTION
1/411 = 1 ,-Q11
DRAINAGE SYSTEM (D@ (SEE NOTE 1)
STA 440+20000 TO STA 441+90000
USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 8468001c007.dgn IS IN INCHES
1 2'-0"
TYP
0 2 3
11"
TYP
6 '1
TYP
SEE NOTE 2
o 0
1
1 '- 311
TYP
O >
I 0
O
CV X
a
Ln
I
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 61 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
1, FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
SEE SHEET DD -8.
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUSTMENT QUANTITIES°
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -7
0800000744
x
J'
x
>m r
w m
a� o
Z w
w
U — U
LUL w
aw =
w o u
Iu�
p
c T-1 (1 rWANINIFI
>
o'
w
FG
Ln
w =
a a
Z w
o =
p U
U >_
w z
w Q
BOX CULVER REINFORCEMENT
I/211 = 1 /-Oil
Q I 65/-211
w
w
Z
0
poi
Q
DRAINAGE SYSTEM
oeo@0000
1 O
CD
1 O
2" CLR TYP " f" BARS"g"
c ORIS
#4
10/
20/
U
10
a
Roof T1
%4" MIN
1/-21/2"
:��:n
1 1 1/2 11
0
cn
11 "
1 /- 3"
z
1 1 �/2"
U
Q
��
10
CONST JT
�- 3��
1/-311
1 1 �/2
Spacing
8�/2"
8"
"b" J BARS
81/2"
c"i
O
Size Ba r
(OPTIONAL)
#7
#7
#8
"a" BARS
"f"
Size Bar
w
#7
#7
#6
"a"
Size Ba r
ALTERNATIVE
• •
#4
#4
0.25 S
#4 "d" BARS, OR
0.25 S
#6
#6
#4
w
TYP TYP
Dim "B" Ft -inches
D
3-4
3-4
I
O
Q
3-7
INVERT
® ® #4 1 8, FOR COVER OVER 10/-o "
4-9
0o25 S
#4 "d" BARS, OR 0o25 S
Size Bar
#7
#7
#7
#7
-� #4 @ 185 FOR COVER OVER 1 0'-0"
7-5
CONST JT
ad
-
014•
SLOPE 48:1
•
#5
#5
#5
SLOPE 48:1
"e" BARS
-
SEE NOTE 1
a
Of
. .
#4 18 MAX, TYP
. .
2" C L R #4 @ 18 MAX, TYP
#4 18 MAX
TYP
• •
INVERT "a"
�
BARS
SLOPE 48:1
• 0 • 0•
0
•
10 • • •
0
0/ 0 0
"g"
BARS
#7 z� La 8
..C..
T2
SPAN, S
>
o'
w
FG
Ln
w =
a a
Z w
o =
p U
U >_
w z
w Q
BOX CULVER REINFORCEMENT
I/211 = 1 /-Oil
Q I 65/-211
w
w
Z
0
poi
Q
DRAINAGE SYSTEM
oeo@0000
1 O
CD
1 O
F
Maximum Earth Cover
10/
20/
U
10
a
Roof T1
%4" MIN
1/-21/2"
1 /- 3"
1 1 1/2 11
0
cn
11 "
1 /- 3"
z
1 1 �/2"
U
Q
��
10
CONST JT
�- 3��
1/-311
1 1 �/2
Spacing
8�/2"
8"
8"
81/2"
c"i
O
Size Ba r
(OPTIONAL)
#7
#7
#8
z
"f"
Size Bar
w
#7
#7
#6
"a"
Size Ba r
ALTERNATIVE
#4
#4
#4
a
Size Ba r
#6
#6
#6
#6
w
CONST JT
Dim "B" Ft -inches
D
3-4
3-4
I
O
Q
3-7
INVERT
Or;
w o
1*41Q
cn
I-10 CHANNEL
I � �
BORDER EAST REVISED 7/2/2010
e
#4 18
W
>
O
6" U
Iffda
--SEE NOTE 2
1. "e" BARS ARE AT HALF SPACING°
2. PROVIDE PAVING NOTCH WHEN TOP IS
EXPOSED AND WHEN PAVEMENT IS
PORTLAND CEMENT CONCRETE, AND
ADJUST QUANTITIES.
DRAINAGE SYSTEM
oeo@0000
1 O
CD
1 O
z_
Maximum Earth Cover
10/
20/
U
10
a
Roof T1
%4" MIN
1/-21/2"
1 /- 3"
1 1 1/2 11
0
Walls T2
11 "
1 /- 3"
FILLET, TYP
1 1 �/2"
U
Invert T3
��
10
CONST JT
�- 3��
1/-311
1 1 �/2
Spacing
8�/2"
8"
8"
81/2"
c"i
"g"
Size Ba r
(OPTIONAL)
#7
#7
#8
"f"
Size Bar
#7
#7
#7
#6
"a"
Size Ba r
ALTERNATIVE
#4
#4
#4
Size Ba r
#6
#6
#6
#6
CONST JT
Dim "B" Ft -inches
3-9
3-4
3-4
4-7
Dim ''Bw" Ft -inches
3-7
INVERT
3-7
4-9
Ilcll
Size Bar
#7
#7
#7
#7
D i m "C" Ft -inches
7-5
CONST JT
7-5
-
"e"
SLOPE 48:1
#5
#5
#5
#5
SLOPE 48:1
-
BORDER EAST REVISED 7/2/2010
e
#4 18
W
>
O
6" U
Iffda
--SEE NOTE 2
1. "e" BARS ARE AT HALF SPACING°
2. PROVIDE PAVING NOTCH WHEN TOP IS
EXPOSED AND WHEN PAVEMENT IS
PORTLAND CEMENT CONCRETE, AND
ADJUST QUANTITIES.
Mz 8.. 12/-o�� 1/-3
TYP TYP TYP
TYPICAL SECTION
1/411
/411 = 1/ -Oil
-011
DRAINAGE SYSTEM (Do
STA 441+90.00 TO STA 443+00°00
USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3
DGN FILE _> 846800ic008odgn IS IN INCHES I � I � I � I
CD
z_
U
a
IZ
cn
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 62 624
S (�' 09-08-1 1 QROFEss roti
REGISTERED CIVIL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CALIFORNIA OR //
5 OFF/GFRs
OR AGENTS SHALL NOT BE RFS100NSA61 E FOR
THE ACCURACY OR COMRL FTFNFSS OF SCANNED
CORES OF /-///S RL AN SHEET
UTHAYA F�
SANDIRASEGARAM
C -D 71z
�
No. C61444
�J\E xpT CIVIL tiP
ATF OF CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
BOX CULVERT REINFORCEMENT SCHEDULE
DRAINAGE SYSTEM
oeo@0000
1 O
CD
1 O
z_
Maximum Earth Cover
10/
20/
U
10
a
Roof T1
10 11
1/-21/2"
1 /- 3"
Mz 8.. 12/-o�� 1/-3
TYP TYP TYP
TYPICAL SECTION
1/411
/411 = 1/ -Oil
-011
DRAINAGE SYSTEM (Do
STA 441+90.00 TO STA 443+00°00
USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3
DGN FILE _> 846800ic008odgn IS IN INCHES I � I � I � I
CD
z_
U
a
IZ
cn
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 62 624
S (�' 09-08-1 1 QROFEss roti
REGISTERED CIVIL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CALIFORNIA OR //
5 OFF/GFRs
OR AGENTS SHALL NOT BE RFS100NSA61 E FOR
THE ACCURACY OR COMRL FTFNFSS OF SCANNED
CORES OF /-///S RL AN SHEET
UTHAYA F�
SANDIRASEGARAM
C -D 71z
�
No. C61444
�J\E xpT CIVIL tiP
ATF OF CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
BOX CULVERT REINFORCEMENT SCHEDULE
DRAINAGE SYSTEM
oeo@0000
1 O
1 O
1 O
1 O
Maximum Earth Cover
10/
20/
>20'
10
U
Roof T1
10 11
1/-21/2"
1 /- 3"
1 1 1/2 11
0
Walls T2
11 "
1 /- 3"
1 /- 3"
1 1 �/2"
U
Invert T3
��
10
�- 3��
1/-311
�- 3��
1/-311
1 1 �/2
Spacing
8�/2"
8"
8"
81/2"
"g"
Size Ba r
#7
#7
#7
#8
"f"
Size Bar
#7
#7
#7
#6
"a"
Size Ba r
#4
#4
#4
#4
Size Ba r
#6
#6
#6
#6
"b"
Dim "B" Ft -inches
3-9
3-4
3-4
4-7
Dim ''Bw" Ft -inches
3-7
3-7
3-7
4-9
Ilcll
Size Bar
#7
#7
#7
#7
D i m "C" Ft -inches
7-5
7-5
7-5
9-0
"e"
Size Bar
#5
#5
#5
#5
"d" BARS, FOR EARTH COVERS UP TO AND INCLUDING 10/-0"
SPAN
4/
5'
6/
7/
8/
10/
12/
14/
NUMBER
5
6
8
10
13
14
16
19
BARS
"g" OR
"b" BARS
SPACING
SPI ACINGI
EXTERIOR WALL SECTION
UNIT 2232
NO SCALE
•'
giimir:!G
INVERT SIMILAR
"f" BARS
SPACING
SPACING
ROOF SECTION
NO SCALE
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
0800000744
N�
0 0
N�
o0
o
� o0
n �
II II
� p
W LU
00
J J
LULU
a
0-
Z
-z O
o O
u I
'O
w
�O
aO
x
0
J'
x
0
w
m cn
o >
w w
u� Er
> w
w
m Q
0
o 4-
•- o
0 L
c L
0 0
c/) c/)
01=011-00
om r
w m
a� o
�z w
U � U
w Ln w
aw =
U o U
0
V /
o'
w
o-
w =
a a
z w
o =
U
U
� Z
LL_ Q
z
Q
w
z
0
U
z
0
F_
Q
F_
C:)
cn
z
Q
F_
II
O
F_
z
w
F_
Q
W
D
I
Q O
f■ ;;
BORDER EAST REVISED 7/2/2010
� RCB = � SYMMETRY "ry" RAQQ
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 163 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
C RrR = C '�YMMFTRY
SEE NOTE 2
0
SPAN, S
T2
-we
NOTES
TYP
BOX CULVER REINFORCEMENT
1. "e" BARS ARE AT HALF SPACING.
1/2 11 — 1 —0il
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUST QUANTITIES°
FG
3. FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
-
SEE SHEET DD -8o
0
I
0
CV
n
52,-6"
611
w
TYP
>
0
U
C RrR = C '�YMMFTRY
SEE NOTE 2
TYPICAL SECTION
1/411 = 1/—Oil
—OII
DRAINAGE SYSTEM (D@
STA 443+00°00 TO STA 444+75000
Q0
I
USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232
DGN FILE => 8468001c009.dgn IS IN INCHES I I I
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -9
0800000744
N(I-
o �
N o
� o0
N �
n n
II II
� p
W LLL
00
J J
CL a -
W W
F-- :2
a
C)
z 0
0 0
u I
'0
w
cl�0
a 0
0
TYPICAL SECTION
1/411 = 1/—Oil
—OII
DRAINAGE SYSTEM (D@
STA 443+00°00 TO STA 444+75000
Q0
I
USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232
DGN FILE => 8468001c009.dgn IS IN INCHES I I I
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -9
0800000744
N(I-
o �
N o
� o0
N �
n n
II II
� p
W LLL
00
J J
CL a -
W W
F-- :2
a
C)
z 0
0 0
u I
'0
w
cl�0
a 0
x
J'
x
0
� w
m n
o > _ --
w w -- -
U� Er S = 0.0022
> w
LLI
Q FL ELEV
1012.74
o
0
0 L
E L
0 0
Cn C/)
01molp-0
om r
w m
�ao
�z w
U U
wL w
aw =
U o U
0
V /
>
w
m
w =
a a
z w
o =
U
U
z
� Z
LL- Q
z
Q
w
z
0
U
z
0
F -
Q
F—
rlrO
cn
z
Q
F—
I
O
F—
z
w
Q
w
a
Q °
MR ;,
Cherry Ave
FG
0 G \
SEE DETAIL A
/ I/ S =
_ 0.0022 S = 0.0022
FL ELEV S Oo0022
= FL ELEV FL ELEV
1012098 1013037 1013046
Stage 1 Construction Stage 5 Construction
9
DATUM ELEV = 950000
442 443 444 445 446
ELEVATION
1 II = 40'
LEGEND
STAGE 1 CHANNEL CONSTRUCTION
BORDER EAST REVISED 7/2/2010
FLAN
1 11 = 40'
DRAINAGE SYSTEM
USERNAME=>p0026551
DGN FILE => 846800ic010odgn
O
TEMPORARY WALL
SIMILAR) BY CON-
1 2' RCB
RELATIVE BORDER SCALE
IS IN INCHES
CONSTRUCTION
LER9
TE, TYP
DETAIL B
NOTE
TEMPORARY WALL ON TOP OF
NEWLY CONSTRUCTED BOX
MAY BE REQUIRED TO SUPPORT
ROADWAY DURING STAGE 5
CONSTRUCTION
REINF 9 TYP
STAGE 5 CONSTRUCTION
BOX CULVERT - STAGE CONSTRUCTION
DETAIL A
C
NO SCALE
C 8'0 CONC PIP
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 64 624
S 09-08-1 1
ROFESS/o
REGISTERED CI IL ENGINEER DATE
UTHAYA F�
V) SANDIRASEGARAM
09-08-11 _ z
PLANS APPROVAL DATE uj
No. C61444
THE STA TE OF CAL IFORNIA OR I TS OFFICERS Exp.
OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I VIL tiP
THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F01��
COPIES OF THIS PIAN SHEET
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO CA 91761
SETTIN(
BPI BA
FLANGE
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F A r F r) F
DETAIL B
NO SCALE
DRAINAGE SYSTEM UU
0 2 3
DRAINAGE SYSTEM UU
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UNIT 2232
DRAINAGE DETAILS
1-10 CHANNEL PLAN
AND PROFILE
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AND PROFILE
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om r
w m
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DRAINAGE SYSTEM (D(D (SEE NOTE 1)
Z
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cn
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BORDER EAST REVISED 7/2/2010
SEE NOTE 2
52'-611
6 II
TYP
n
00
I
TYPICAL SECTION
1 '-3"
TYP
I
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 165 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
,,I\E xpT CIVIL tiP
ATF �F CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
NOTES
1. FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
SEE SHEET DD -8o
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUST QUANTITIES°
i' o" DRAINAGE
DRAINAGE SYSTEM (D8 (SEE NOTE 1 )
STA 444+75000 TO STA 445+15000
USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE
DGN FILE => 8468001 c011 .dgn IS IN INCHES I I I
DETAILS
DD -11
0800000744
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o r-
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3/4" MIN
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o
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c\,
i
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ALTERNATIVE
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SLOPE 48:1
/_
CONST JT, TYP
xT
6 II
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1 1 0
8" 1 2, -oil 0'-1 1 "
o = z TYP TYP TYP
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c L
0 0
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TYPICAL SECTION
1/4 1
411 = 1 /-QII
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w m
�w
DRAINAGE SYSTEM (D(D (SEE NOTE 1)
Z
U , U
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U o U
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cn
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BORDER EAST REVISED 7/2/2010
SEE NOTE 2
52'-611
6 II
TYP
n
00
I
TYPICAL SECTION
1 '-3"
TYP
I
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 165 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
,,I\E xpT CIVIL tiP
ATF �F CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
NOTES
1. FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
SEE SHEET DD -8o
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUST QUANTITIES°
i' o" DRAINAGE
DRAINAGE SYSTEM (D8 (SEE NOTE 1 )
STA 444+75000 TO STA 445+15000
USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE
DGN FILE => 8468001 c011 .dgn IS IN INCHES I I I
DETAILS
DD -11
0800000744
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----
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AND PERVIOUS
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PER
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CONST JT ELEV 1015.02
------------ -------
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.
- - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOP OF ACCESS
RAMP WALL
BORDER EAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 8468001c012.dgn
JD
pi e N
DRAINAGE SYSTEM (D(D
1/8 11 = 1/ -oil
STA 449+75.00 TO STA 451+25.00
I V I /"� l I Y I L I Y /"% I Y V L /"� V V L _"�J I\ /"� I V I I
SHALL HAVE A TINE FINISH
130'-0"± PERPENDICULAR TO SLOPE
(Bl�
1-q7
CABLE RAILING
ic
D82
PARAPET
YO TOP OF BOX
CULVERT (BEYOND)
-----------------------------
- --
°
2 0,
#4 @1 12
#5 � 12
INVERT SLAB
#5 @1 12
2'-o" SECTION B -B
LAP
HOR I Z: /8 = 1 ' -0��
VERT: 3/811 = 1 ' -Oil
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 166 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
- z
ui No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
dl/ATCC .
1 ° FOR SECTION A -A AND SECTION C -C, SEE
SHEET DD -13°
2. FOR SECTION D -D, SEE SHEET DD -14.
TOP OF RAMP
ELEV 1028.00 ±
DRAINAGE
PROJECT NUMBER & PHASE
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TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 67 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
12 THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
Y4
DEEP
2 '1
CL
1 '-0"
MAINTENANCE
ACCESS RAMP
SECTION A -A
NO SCALE
Arl'—-:KII
3/8
JOINT SEALANT
COMPOUND, TYPE
''A'' SEC 51 -1 01 2
OF STANDARD
SPECIFICATIONS
INVERT SLAB
--- 'PREMOLDED EXPANSION
JOINT FILLER (3/8
R ASPHALTIC FILLER)
SECURE TO CONCRETE
WITH'/4" CONCRETE
NAILS. HEADS
TO BE FLUSH WITH
PREMOLDED MATERIAL
EXPANSION JOINT
DETAIL A
1 II = 1 /—oil
6' 1
TYP
BORDER EAST REVISED 7/2/2010
SEE DETAIL B ON SHEET DD -14 GNU 5UALE
USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE
DGN FILE => 8468001c013.dgn IS IN INCHES I I I
0'-1 1 I/2"
TYP
iETAILS
DD -13
0800000744
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u,
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a O
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x
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0 L
c L
0 0
C/) C/)
01=011-00
>m r
w m
a� o
�z w
U , U
� Ln w
aw =
U o U
0
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LL
nw
LL
w =
a Q
z w
o =
U
U
� Z
LL_ Q
z
Q
w
z
0
U
z
0
F_
Q
F_
0
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z
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,1 , iii F_ni n I I AA A V .1 i iii
BORDER EAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 8468001c014.dgn
SECTION D -D
NO SCALE
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
a 12
O
#8 ,I (A 12
3, -oil
;LR
D
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 168 624
S b +t" 09-08-1 1 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
C -D 71z
�
No. C61444
Exp.
sT CIVIL tiP
ATF �F CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
JOINT SEALANT COMPOUND,
TYPE ''A'' SEC 51 -1 01 2 OF
STANDARD SPECIFICATIONS
CHANNEL WALL
PREMOLDED EXPANSION JOINT FILLER
(3/8 " ASPHALTIC FILLER) SECURE
TO CONCRETE WITH1/4" CONCRETE
NAILS. HEADS TO BE FLUSH WITH
PREMOLDED MATERIAL
EXPANSION JOINT
DETAIL B
UNIT 2232
1 II = 1 /-oil
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -14
0800000744
Na -
o �
c� �r
� o0
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a� o
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U , U
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aw =
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nw
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w =
a Q
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U
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w
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BORDER EAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 8468001c014.dgn
SECTION D -D
NO SCALE
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
a 12
O
#8 ,I (A 12
3, -oil
;LR
D
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 168 624
S b +t" 09-08-1 1 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
C -D 71z
�
No. C61444
Exp.
sT CIVIL tiP
ATF �F CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST GUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
JOINT SEALANT COMPOUND,
TYPE ''A'' SEC 51 -1 01 2 OF
STANDARD SPECIFICATIONS
CHANNEL WALL
PREMOLDED EXPANSION JOINT FILLER
(3/8 " ASPHALTIC FILLER) SECURE
TO CONCRETE WITH1/4" CONCRETE
NAILS. HEADS TO BE FLUSH WITH
PREMOLDED MATERIAL
EXPANSION JOINT
DETAIL B
UNIT 2232
1 II = 1 /-oil
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -14
0800000744
Na -
o �
c� �r
� o0
�Ln
N �
� o0
n n
II II
� p
W LLL
O O
J J
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W W
F-- :2
a
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u,
> O
w
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a O
x
0
J'
x
0
� w
m cn
o >
w w
u� Er
> w
w
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0
45/-311
I-10 CHANNEL
RCB SYMMETRY
811 14 -oil 1 1 I/211
H
TYP TYP TYP
c:L
0 0
c/) c
TYPICAL SECTION
1/411
= 1 ,— 011
m DRAINAGE SYSTEM
(D(H)
II
a�o
�� � STA 451+25.00 TO STA 457+70000
U — U
__jL w
aw =
u u
Z
O
F—
F-
r)—
C:)
—
F-
O
r
cn
z
Q
F—
I
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F—
z
w
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f■1;,
n n n I /1 m r— T r— M A M r% T r— M
CONST JT, TYP
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 69 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<�o <
UTHAYA F�
SANDIRASEGARAM
z
`i No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
(_ 11
w
X411 Min
>
O
FILLET, TYP
00
CON
I
�,
O
( 0 P
x
ALTERN
�
OIC
CONST
INVERT
CONST JT, TYP
® SLOPE
811 14 -oil 1 1 I/211
H
TYP TYP TYP
c:L
0 0
c/) c
TYPICAL SECTION
1/411
= 1 ,— 011
m DRAINAGE SYSTEM
(D(H)
II
a�o
�� � STA 451+25.00 TO STA 457+70000
U — U
__jL w
aw =
u u
Z
O
F—
F-
r)—
C:)
—
F-
O
r
cn
z
Q
F—
I
O
F—
z
w
F—
Q
W
f■1;,
n n n I /1 m r— T r— M A M r% T r— M
CONST JT, TYP
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 69 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<�o <
UTHAYA F�
SANDIRASEGARAM
z
`i No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
(_ 11
Future Ce
I T I -
BORDER EAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 8468001c015.dgn
DRAINAGE SYSTEM
(3- 1 4'x 1 2' RCB)
PLAN
111 = 10'
DRAINAGE SYSTEM
(2- 14'x12' RCB)
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
UNIT 2232
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
a
m
0800000744
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o
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I T I -
BORDER EAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 8468001c015.dgn
DRAINAGE SYSTEM
(3- 1 4'x 1 2' RCB)
PLAN
111 = 10'
DRAINAGE SYSTEM
(2- 14'x12' RCB)
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
UNIT 2232
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
a
m
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o
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n �
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LL
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0 L
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01=09-00
m> r
v m
a� o
�z w
U , U
Ln Lv
a LL =
U o U
0
V /
o'
LL
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a a
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o =
U
U
� Z
LL_ Q
z
Q
z
0
U
z
0
F_
Q
F_
0
r
z
Q
F_
I
O
F_
z
w
F_
Q
W
fR;,
2'' CLR, TYP
#4
I-10 CHANNEL
RCB = C SYMMETRY
"f" __� BARS\
"g" BARS
11 c1 ] OR �J
BORDER EAST REVISED 7/2/2010
1 1 g 11 n n mc
L
Future
f11 -- BARS ..g.. BARS ..B..
BOX CULVER REINFORCEMENT "c"
I/211 = 1 ,-oil SPAN, S
DRAINAGE SYSTEM 1 licil
STA 451+25.00 TO STA 457+70000
USERNAME=>p0026551
DGN FILE => 8468001c016.dgn
BOX CULVER REINFORCEMENT
,/211 = 1 ,-oil
DRAINAGE SYSTEM (D(D
STA 457+70000 TO STA 462+00°00
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
SEE
NOTE 2
Ems
UNIT 2232
T2
\1ATrA
SEE
NOTE 2
Ems
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 70 624
S b+t,► 09-08-1 1 QROFEss roti
REGISTERED CIVIL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
Exp.
J,CIVIL tiP
ATF �F CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
10 "e" BARS ARE AT HALF SPACING°
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUST QUANTITIES°
3. FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
SEE SHEET DD -8o
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -16
0800000744
N(I-
o �
N
� o0
N �
� o0
n n
II II
� p
ww
00
J J
a- a -
W W
F-- :2
a
C)
z O
o O
U I
'o
w
O
a O
0 0 0 0 0
0 0
:__0
61 -------- oi_,�
• • • • • • • •
.
• • • • • • •
••
• • • • • •10
•
"a" BARS "b" BARS
'
#4 1 8
old
old'
J
#4
0.25 S #4 "d'' BARS, OR 0.25 S
0.25 S #4 "d'' BARS, OR 0.25 S
TYP TYP TYP
® ® #4 189 FOR COVER OVER 10 0
"e" BARS
#4 @ 18 MAX, TYP
SEE NOTE 1
#4 (A 18 MAX, TYP
2'' CLR
TYP
#4 18 MAX
INVERT
.big
.
--
SLOPE 481
"a" BARS
SLOPE 48: 1
--
BORDER EAST REVISED 7/2/2010
1 1 g 11 n n mc
L
Future
f11 -- BARS ..g.. BARS ..B..
BOX CULVER REINFORCEMENT "c"
I/211 = 1 ,-oil SPAN, S
DRAINAGE SYSTEM 1 licil
STA 451+25.00 TO STA 457+70000
USERNAME=>p0026551
DGN FILE => 8468001c016.dgn
BOX CULVER REINFORCEMENT
,/211 = 1 ,-oil
DRAINAGE SYSTEM (D(D
STA 457+70000 TO STA 462+00°00
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
SEE
NOTE 2
Ems
UNIT 2232
T2
\1ATrA
SEE
NOTE 2
Ems
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 70 624
S b+t,► 09-08-1 1 QROFEss roti
REGISTERED CIVIL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
Exp.
J,CIVIL tiP
ATF �F CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
10 "e" BARS ARE AT HALF SPACING°
20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND
WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE,
AND ADJUST QUANTITIES°
3. FOR REINFORCEMENT AND INFORMATION NOT SHOWN,
SEE SHEET DD -8o
DRAINAGE DETAILS
PROJECT NUMBER & PHASE
DD -16
0800000744
N(I-
o �
N
� o0
N �
� o0
n n
II II
� p
ww
00
J J
a- a -
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o O
U I
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w
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a O
x
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x
0
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m cn
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w w
u� Er
> w
w
m Q
0
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0
0 L
c L
00
o'
0
>
w
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Ln
w =
a a
z w
o =
U
U
z o
z
LL_ a
z
Q
w
z
0
U
�■1�1
w o
Q
462+00°00
150' TRANSITION STRUCTURE
r% A fl 1 r M A T I T A I r% A I /l T f" I I /l I A T A 1
L I `t A I L fl 1. U
WEAKENED PLANE
AND WEEP HOLES
4'CONCRETE
PARAPET
D8-2
BORDER EAST REVISED 7/2/2010
24' -oil
(Bl'
1-47
CABLE RAILING
WEEPBO-3 TYP
HOLE 3-1
25' -oil
AN
NO SCALE
DRAINAGE SYSTEM08
8
STA 462+00°00 TO STA 463+50000
150/ CONC TRAPEZOIDAL
CHANNEL TRANSITION
TO EXISTING
#4 12
EXPANSION JOINT
SEE SHEET DD -7
USERNAME=>p0026551
DGN FILE => 8468001c017.dgn
''d'' Bars
Y�
150/ TRANSITION STRUCTURE
25' -oil 25' -oil
"c" BARS
SECTION A -A
NO SCALE
RELATIVE BORDER SCALE
IS IN INCHES
#4 12
MIN AND
VARIES
rn -77 777
PROVIDE 9
THK BULB
BARS
\ __'�
, -oil
2
25' -oil
WEAKENED BO -3 TYP
PLANE 3_2
0 1 2 3
Z_
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 14.8/15.5 1 71 624
S (�'
09-08-11 QROFEss roti
REGISTERED CML ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CALIFORNIA OR I TS OFF/CERS
OR AGENTS SHALL NOT BE RESRONSIBL E FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
COPES OF TH/S RL AN SHEET
UTHAYA F�
SANDIRASEGARAM
z
uj No. C61444
it Exp.
sT CIVIL tiP
ATF OF CAL 1F
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
EXISTING
TRAPEZOIDAL
CHANNEL
#4 x 2'-0'' @, 12
DRILL AND BOND
DOWELS
28,-811 - 33,-411
I-10
CHANNEL
b '' BARS
7,
'0'/
-oil
G
�S./ m co
#4 (A 12
SECTION
NO SCALE
�o
'-Oil MIN AND
VARIES
CABLE RAILING
TYP
(Qj�j-47
BARS
• 2, -oil
25
• 1
WEEP HOLE AND
• PERVIOUS
BACKFILL B0_3
3-1
z•,
"c" BARS��
13-13 NOTE
FOR SECTION C -C AND REINFORCING
BARS, SEE SHEET DD -18o
24' -oil MEASURED ALONG $_ 1-10 CHANNEL
EXISTING
TRAPEZOIDAL
CHANNEL
+i N a-
ELEV 1 031 0 36± QQ o
MATCH EXIST
INVERT\0
N�
CONST JOINT #4 x 2 -0 12
DRILL AND BOND
DOWELS __j 0
W W
I -
a
DRAINAGE DETAILS z 0
00
�:0
DD -17 u0
a 0
0
UNIT 2232 PROJECT NUMBER & PHASE 0800000744
x
0
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x
0
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BORDER EAST REVISED 7/2/2010
#8 (A 9 "c" BARS #8 0, 12 "c" BARS #6 12 "c" BARS
#6 @, 9 '' d '' BARS #6 @, 12 '' d '' BARS #5 12 '' d '' BARS
USERNAME=>p0026551
DGN FILE => 8468001c018.dgn
DRAINAGE SYSTEM (Da
NORTH WALL ELEVATION
(NORTH WALL SHOWN, SOUTH WALL SIMILAR)
NO SCALE
RELATIVE BORDER SCALE
IS IN INCHES
FG=(
11 a" BARS
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 172 624
S 09-08-11 QROFESS roti
REGISTERED CI IL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS RL AN SHEET
<o <
UTHAYA F�
SANDIRASEGARAM
z
ui No. C61444
� Exp. �
sT CIVIL tiP
ATF oF CAL
SANBAC PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
-)URED ALONG $ I-10 CHANNEL
EXISTING
TRAPEZOIDAL
CHANNEL
+j
I
szl
1 311 28/-8'' MIN 1/-311
& VARIES
0 2 3
N I I
SECTION C -C DRAINAGE DETAILS
NO SCALE
UNIT 2232
PROJECT NUMBER & PHASE
DD -18
0800000744
N (I-
o m
N Ln
� o0
N �
� o0
n n
II II
� p
W LLI
00
J J
CL o_
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z O
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w w
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0
0 4-
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0 L
L
0 0
cn C/)
>m r
w m
aLL] o
�z w
U— U
__1 Ln w
aw =
wo �
0
>
w
o_
w
w =
a a
z w
o _
U
U
z o
w z
w a
z
Q
w
w
z
0
-71r;�
C_ MAIN
LINE RCB
W BARS
SEE NOTE 3
ROUND EDGE TO
3' (75 mm) R I
STATION POINT, 1
SEE NOTE 2---\i
I, r�
{
rI. E
I� O
;r f
In
42
2-H BARS 4" OC
(100 mm), SEE NOTE
ROUND
EDGES -
EL S
T
CONSTRUCTION JOINT
0 18' OG
13M 0 450 mm'
(. LATERAL /
CONNECTOR PIPE
F BARS
I a 1 OR OC
V�4/ �01
3M 0 450 m n
TH WAYS TC
�'BEIS o (igoo�44OR MORE
cl 18
OM 0 4 1
PLAN
CONSTRUCTION JOINT
NEW OR EXISTING RCB, SEE NOTE 6
W BARS
D BARS ANY STANDARD
F BARS PIPE JOINT
1-1
SECTION G-- G
#3 OR #4018' OC
(i 0M 0 450 mv+)
B I T
w m
O
12'3100 mm
"--ROUND EDGES TO
E
APPROXIMATE R
15' 375 mm)
OF ID OF LATERAL
al
WITH A MAXIMUM
21' 525 mm
OF 3'-0" (1.0 m)
s !
❑ & E BARS
(675 mm)
:D,
30' 750 mm
E, H & G BARS
PLAN
CONSTRUCTION JOINT
NEW OR EXISTING RCB, SEE NOTE 6
W BARS
D BARS ANY STANDARD
F BARS PIPE JOINT
1-1
SECTION G-- G
#3 OR #4018' OC
(i 0M 0 450 mv+)
B I T
w m
O
12'3100 mm
5" 130 mm)
;me27'
"
Ln
'*�
E
E
0
x
O
�
15' 375 mm)
5' (130 mm)
18' (450 mm)
5" (130 mm)
21' 525 mm
5" 130 mm
24" 600 mm
5 1/4' (144 mm)
(675 mm)
51%2' (140 mm)
30' 750 mm
6' (160 mm)
33' (825 mm)
61/4' (160 mm)
36' (975 mm)
6 1/2' (170 mm)
39' 990 mm
7" (180 mm)
42' 1450 mm
7 1/Y (190 mm)
r,
a
00
E
E
o
t°
oa
o
45' 1125 mm
7 3/4' (200 mm)
4$' 1224 mm)
8' (210 mm)
51' (1275 mm)
8 1%2' (220 mm)
54" (1350 mm)
9" (230 mm)
57' 1504 mm)
9 1/4' (140 mm)
64" (1500 mm)
9 1/2' (240 mm)
63'(1650 mm)
10" (260 mm)
66' 1680 mm
10 1/4' (260 mm
69" (1800 mm)
10 3/4' {284 mm
72" 1850 mm
11 (280 mm)
SEE NOTE 8 E BARS
I
2—G BARS 4"OC, SEE NOTE 3
(100 mm)•�'` �x• •• EL R, SEE NOTE 8
C: --•.a.
= .; UNDISTURBED EARTH
BACKFILL WITH 450-C-2000
C265-C-14 MIX CONCRETE, OR
OMPACT SOIL TO RELATIVE DENSITY
BY SPECIFICATIONS. BACKFILL
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM
E TI N -- DRAIN WALL.
78' 1950 mm)
11 3/4' (300 mm)
STANDARD PLAN
9
84' (2100 mm)
12 1/Y (320 mm)
90" 2400 mm)
13 1/4' (340 mm)
----
E
,
10REQUIRED
1
1
o
96' (2440 mm)
14' (360 mm)
102" (2550 mm)15
1/2' (400 mm)
IOEr 2700 mm
16" (410 mm)
114" 3mm
000
16 1/2' (420 mm)
120" (3050 mm)
17' (430 mm)
126' (3150 TM)
1Y (430 mm}
132' 3304 mm)
171/Y' (450 mm)
1,38" (3450 mm)
17 1/1" (450 mm)
144' 3600 mm
18" 460 mm)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMIILGA7Ep BY THE
STANDARD PLAN
PUBLIC
MODMOOK��
JUNCTION STRUCTURE -- PIPE TO RCB
333-2
1w
REV. 199 2W9
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF
BORDER EAST REVISED 7/2/2010
USERNAME=>p0026551
DGN FILE => 8468001c019.dgn
NOTES
1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER
NOTE 8.
2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION
OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM
A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm) OR LESS BELOW
SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS
12" (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE.
4, JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
LINE, MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL—TROWELED TO THE SPRING
LINE.
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PLANS.
7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS
8" (200 mm) FOR B OVER 96" (2400 mm).
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS
THEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET
OPENING FALLS MORE THAN 6" (150 mm) BELOW THE SOFFIT OF THE
MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETER
SHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALL
NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 30'
b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) ABOVE THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
333-2
JUNCTION STRUCTURE - PIPE TO RCB
SHEET
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 1408/1505 173 624
09-08-1 1 QR0FESS
REGISTERED CIVIL ENGINEER DATE q
09-08-11
PLANS APPROVAL DATE
THE STA TE OF CAL IFORNIA OR ITS OFF/CERS
OR AGENTS SHALL NOT BE RESRONSIBL E FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
COPES OF TH/S PIAN SHEET
�o
UTHAYA F�
SANDIRASEGARAM
z
uj No. C61444
Exp.
sTCIVIL tiP
ATF �F CAL
SANBAG PARSONS
1170 WEST 3RD STREET 3200 EAST CUASTI ROAD
SAN BERNARDINO, CA 92410 SUITE 200
ONTARIO, CA 91761
UNIT 2232
JUNCTION STRUCTURE PLAN
DRAINAGE SYSTEM eQ
N�
1 o A= 180000/00''; B= 96'' 9 C= 41-0''; P= 5"
o�
N"Q
o0
N
20 ELEV S = 1014025' � o0
ELEV R = 1014.34'
00
ww
0 0
J J
W W
a
DRAINAGE DETAILS zo
oO
u� I
O
D D - 19
u�
<0
PROJECT NUMBER & PHASE
0800000744