o i o r a p l d n e end taper+01.99, 69’ lt...
TRANSCRIPT
STOP
AHEADRR
AHEAD
STOP
RR
MB
MB
HDR ENGINEERING, INC.
2365 IRON POINT ROAD
SUITE 300
FOLSOM, CA 95630-8709
JO
HN
A.
KL
EM
UN
ES
3 4 595 6 7 8 9 600 1 2 3 4 605
"
S
R
9
9
"
L
I
N
E
R/W
R/W
4460.37’
Conc BARRIER (TYPE 60)
W FRONTAGE ROAD
C
O
U
N
T
Y
R
/
W
COUNTY R/W
R/W
COUNTY R/W
COUNTY R/W
+37.01
END RUMBLE STRIP
NOTE:
N01^09’53"W
E
F
R
O
N
T
A
G
E
R
O
A
D
R/W
+0
1.9
9, 5
7’ L
t
Beg
TA
PE
R
10’
47
’
10’
47
’
47
’
47
’
10’
59
’
59
’
10’
59’
47
’
12’
8’
10’
+01.99, 69’ L
t
EN
D T
AP
ER
10’
REMOVE SINGLE THRIEBEAM BARRIER
"SR 99" +06.85
Beg REMOVE MBGR
"FR1"
LINE
+23.09, 57’ Rt
Beg TAPER
+48.17
END Conc BARRIER
(TYPE 60D)
+82.60
END RUMBLE STRIP
"FR1" 4+83.84 =
"SR 99" 604+83.84, 47’ Rt
LAYOUT
L-4
MA
TC
H L
IN
E S
EE
SH
EE
T L
-3
MA
TC
H L
IN
E S
EE
SH
EE
T L
-5
+73.09, 69’ Rt
END TAPER
COUNTY R/W
+15.58
END Conc BARRIER
(TYPE 60D)
R/W
RETAINING WALL No. 4
(TYPE MSE)
SEE STRUCTURAL PLANS
TR
Y V
. K
HO
U
JA
RO
SL
AW
J.
KU
SZ
SB
NB
R
O
U
T
E
9
9
F
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R
A
C
C
U
R
A
T
E
R
I
G
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F
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A
Y
D
A
T
A
,
C
O
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T
A
C
T
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
"FR1" 5+49.78, 21.42’ Rt =
"SR 99" 605+48.35, 74’ Rt
END Ret WALL No. 3 (TYPE MSE)
END Conc BARRIER (732 Mod)
CHAIN LINK FENCE (TYPE CL-6)
CHAIN LINK FENCE
(TYPE CL-6)
Conc BARRIER
(TYPE 732 Mod)
Conc BARRIER
(TYPE 60D)
Conc BARRIER
(TYPE 732 Mod)
Conc BARRIER
(TYPE 60D)
RETAINING WALL No. 3
(TYPE MSE)
SEE STRUCTURAL PLANS
Pvmt TRANSITION
SEE CONSTRUCTION DETAILS
R
E
M
O
V
E
C
H
A
I
N
L
I
N
K
F
E
N
C
E
+37.34, 76.10 Lt
END REMOVE CHAIN LINK FENCE
END CHAIN LINK FENCE
(TYPE CL-6)
REMOVE CHAIN LINK FENCE
+80.48, 76.20 Rt
END REMOVE CHAIN LINK FENCE
END CHAIN LINK FENCE
(TYPE CL-6)
CONNECT TO Exist
7/15/11
JOHN A. KLEMUNES
60728
12-31-12
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
16
:0
5
11
-A
P
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
USERNAME => s1244
DGN FILE => a0e612ea
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1455 PROJECT NUMBER & PHASE 10000204411BORDER LAST REVISED 7/2/2010
10 SJ 99 1910.6/14.9 504
10-17-11
SCALE: 1" = 50’
SAN JOAQUIN COUNCIL
OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
1
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
+37.01
END Conc BARRIER (TYPE 60)
Beg Conc BARRIER (TYPE 60A) (Mod)
FP
6 7 8 9 610 1 2 3 4 615 6 7 8
HDR ENGINEERING, INC.
2365 IRON POINT ROAD
SUITE 300
FOLSOM, CA 95630-8709
JO
HN
A.
KL
EM
UN
ES
F
7 8 910
12
34
15
67
8
910
1
2
3
4
105
6
7
8
"SR 99" LINE
"FR3" LINE
"FR1" LINE
NB OFF-RAMP
SB ON-RAMP
FR
EN
CH
CA
MP
RO
AD
RO
AD
FRO
NTA
GE
W
4460.37’
N05^30’07"W
N03^42’15"E
1047.3
9’
3
1
4
T LNo.
CURVE DATA
Conc BARRIER (TYPE 60)
"FR3" 9+00.12 BC
"F
R3" 1
3+
82.4
2 B
C
"F
R1" 1
1+
85.7
4 B
C
R/W
"SR 99" 608+21.63
EB
R
"SR 99" 605+81.63
BB
"F
RE
NC
H1" L
INE
S68^21’16"E
N
0
2
^
1
8
’
3
8
"
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"
F
R
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N
C
H
1
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1
0
7
+
6
9
.
5
1
=
"
F
R
1
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7
+
0
1
.
0
3
"
S
R
9
9
"
6
0
7
+
2
7
.
7
7
=
"FRENCH1" 106+98.52
N01^09’53"W
R/W
CHP ENFORCEMENT AREA
(SEE CONSTRUCTION DETAILS)
TRANSITION RAILING
(TYPE WB)
"SR 99" +66.25
Beg RUMBLE STRIP
"SR 99" +37.02
Beg RUMBLE STRIP
"SR 99" +51.22
Beg RUMBLE STRIP
"SR 99" +85.73
Beg RUMBLE STRIP
ALTERNATIVE FLARED
TERMINAL SYSTEM
"FR3" 8+43.34
EB
"FR3" 6+01.27
BB
"
F
R
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N
C
H
1
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1
0
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+
4
4
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1
=
"
F
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3
"
7
+
4
8
.
8
1
"FR1" 5+59.60
BB
"F
R3" 1
0+
67.2
2 E
C
"FR1" 7+92.19
EB
SAWCUT, CONFORM TO Exist
SEE CONSTRUCTION DETAILSSAWCUT
"FR3" +06.78 53.49’ Lt
Beg CHAIN LINK FENCE (TYPE CL-6)
CONNECT TO Exist FENCE
CHAIN LINK FENCE (TYPE CL-6)
2
+67.22
16.49’ Lt EC
+65.74
Beg TAPER+85.74
END TAPER
LAYOUT
L-5
NOTES:
"FRENCH1" +94.66
27.27’ Rt
"FRENCH1" +94.64
20.48’ Rt
701.90’
315.20’
300.06’
"FRENCH1" +68.98, 24.44’ Rt
Beg Conc BARRIER
(TYPE 60E)
"FRENCH1" +36.91
27.67’ Rt
"FRENCH1" +36.89
20.87’ Rt
"SR 99" +70.96
End REMOVE MBGR
BEAM BARRIER
R
E
M
O
V
E
S
I
N
G
L
E
T
H
R
I
E
R
E
M
O
V
E
S
I
N
G
L
E
TBB
"SR 99" +07.20, 70.42’ Lt
END Ret WALL No. 4 (TYPE MSE)
END Conc BARRIER (TYPE 732 Mod)
"FR3" 6+00.06 =
"
S
R
9
9
"
6
0
6
+
0
0
.
0
6
,
4
7
’
L
t
59
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7’
12’8’
8’
12’
8’
4’
15’8’
57
’5
7’
4’
27’
8’
27’
15’
8’
+00.12
12’ Lt BC
"FR3" +82.42, 20’ Lt
Beg HMA DIKE (TYPE F)
"FRENCH1" +28.08, 38’ Lt
END HMA DIKE (TYPE E)
8’
11’
"SR 99" +65.12
END RUMBLE STRIP
TRANSITION RAILING
(TYPE WB)
"SR 99" +52.05
END RUMBLE STRIP
2 83.57’03^11’29"3000’ 167.10’
1 2984.28’ 03^11’39" 83.21’ 166.37’
550.39’4290.93’175^11’45"180’3
4 189’ 175^04’07" 4388.99’ 577.49’
MA
TC
H L
IN
E S
EE
SH
EE
T L
-4
MA
TC
H L
IN
E S
EE
SH
EE
T L
-8
Union P
acific R
ailroad
CO
UN
TY
R/W
R/W
10’
"FR3" +53.25, 70.62’ Lt
Beg Ret WALL No. 5
"FR3" +86.04
"FR3" +58.09
"FR1" +84.25
"F
R1
"
+54.4
8
Br No. 29-0332
RR
R/W
RR
R/W
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R/W
RR
R/W
2.3
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SL
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KU
SZ
TR
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HO
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1
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e
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1
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4
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SE
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L-7
B-B
5’
TCE
RETAINING WALL No. 5
Pvmt TRANSITION
SEE CONSTRUCTION DETAILS
SAWCUT
F
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R
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"FR3" +03.46, 20’ Lt
Beg MBGR
(SEE NOTE 4)MINOR Conc (RED BRICK PATTERN)
SEE CONSTRUCTION DETAILS
MINOR Conc (RED BRICK PATTERN)
SEE CONSTRUCTION DETAILS
"FRENCH1" +68.13, 125.81’ Rt
E
N
D
0
.
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7/15/11
JOHN A. KLEMUNES
60728
12-31-12
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
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AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
16
:0
5
11
-A
P
CH
EC
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D B
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UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
USERNAME => s1244
DGN FILE => a0e612ea
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1455 PROJECT NUMBER & PHASE 10000204411BORDER LAST REVISED 7/2/2010
Pvmt TRANSITION
SEE CONSTRUCTION DETAILS
10 SJ 99 2010.6/14.9 504
10-17-11
SCALE: 1" = 50’
F
SAN JOAQUIN COUNCIL
OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
1
1 REVISED PER ADDENDUM No. 1
DATED APRIL 11, 2012
"SR 99" +66.25
END Conc BARRIER
(TYPE 60A) (Mod)
Beg Conc BARRIER
(TYPE 60)
FP
35
35
35
35
3
5
35
3
5
35
TTT
T
TT T
S
T
O
P
STOP
HDR ENGINEERING, INC.
2365 IRON POINT ROAD
SUITE 300
FOLSOM, CA 95630-8709
JO
HN
A.
KL
EM
UN
ES 580 1 2 3 4 585 6 7 8 9 590 1 2
D-3
"SR 99" LINE
DRAINAGE PLAN
R/W
R/W
COUNTY R/W
THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY.
R/W
R/W
COUNTY R/W
3
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NOTE:
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)
2
4
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2
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R
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(
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)
24" RCP
(
C
L
A
S
S
I
I
I
,
R
G
J
)
LUKE L. GREBE
65021
6-30-13
7/15/11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NI
A
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
11
:0
6
11
-A
P
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
USERNAME => s1288
DGN FILE => a0e612ia
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1455 PROJECT NUMBER & PHASE 10000204411
B
O
R
D
E
R
L
A
S
T
R
E
V
I
S
E
D
7
/
2
/
2
0
1
0
SCALE: 1" = 50’
10 SJ 99 10.6/14.9 115 504
10-17-11
SAN JOAQUIN COUNCIL
OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
1
1
30
30
30
50
40
45
35
35
40
45
50
40
35
30
30
30
35
30
30
35
35
35
STOP
AHEADRR
AHEAD
STOP
RR
STOP
MB
MB
HDR ENGINEERING, INC.
2365 IRON POINT ROAD
SUITE 300
FOLSOM, CA 95630-8709
JO
HN
A.
KL
EM
UN
ES
M.A.
M.A.
3 4 595 6 7 8 9 600 1 2 3 4 605
5
D-4
"SR 99" LINE
DRAINAGE PLAN
R/W
R/W
THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY.
R/W
R/W
+53.6
3
+58.4
8
+58.7
8
R
E
M
O
V
E
I
N
L
E
T
REMOVE INLET
REMOVE INLETR
E
M
O
V
E
I
N
L
E
T
10
m
n
o
p
q
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a
c
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6
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13
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COUNTY R/W
COUNTY R/W
+00.0
0
COUNTY R/W
+00.0
0REMOVE CULVERT
R
E
M
O
V
E
C
U
L
V
E
R
T
R
E
M
O
V
E
C
U
L
V
E
R
T
REMOVE CULVERT
NOTE:
W FRONTAGE ROAD
MA
TC
H L
IN
E S
EE
SH
EE
T D
-3
MA
TC
H L
IN
E S
EE
SH
EE
T D
-5
MA
TC
H L
IN
E S
EE
SH
EE
T D
-7
E
F
R
O
N
T
A
G
E
R
O
A
D
MANHOLE (TYPE A)M
A
N
H
O
L
E
(
T
Y
P
E
A
)
M
A
N
H
O
L
E
(
T
Y
P
E
A
)
MANHOLE
(
T
Y
P
E
A
)
13M
A
N
H
O
L
E
(
T
Y
P
E
A
)
M
A
N
H
O
L
E
(TYPE A)
M
A
N
H
O
L
E
(
T
Y
P
E
A
)
g
h
MANHOLE(TYPE A)
ROUTE 99
S
B
N
B
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
LU
KE
L.
GR
EB
E
TR
Y V
. K
HO
U
d
a
b
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a
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T
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R
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M
O
V
E
I
N
L
E
T
b
c
+6
0.4
1 +57.3524
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P
(
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,
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G
J
)
2
4
"
R
C
P
(
C
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A
S
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I
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,
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J
)
24" RCP (CLASS III, RGJ)24" RCP (CLASS III, RGJ)24" RCP (CLASS III, RGJ)
2
4
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P
(
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(
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30" RCP (CLASS III, RGJ)
30" RCP (CLASS III, RGJ)
1
1
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2
3
0
"
R
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(CLASS III, RGJ)
2
4
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(CLASS III, RGJ)
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(
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)
LUKE L. GREBE
65021
6-30-13
7/15/11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NI
A
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
11:09
11
-A
P
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
USERNAME => s1288
DGN FILE => a0e612ia
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1455 PROJECT NUMBER & PHASE 10000204411
B
O
R
D
E
R
L
A
S
T
R
E
V
I
S
E
D
7
/
2
/
2
0
1
0
SCALE: 1" = 50’
10 SJ 99 10.6/14.9 116 504
10-17-11
SAN JOAQUIN COUNCIL
OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
1
T
Y
P
E
G
1
D
I
TYPE G1 DIT
Y
P
E
G
1
D
I
T
Y
P
E
G
1
D
I
T
Y
P
E
G
1
D
I
T
Y
P
E
G
1
D
I
T
Y
P
E
G
1
D
I
T
Y
P
E
G
1
D
I
HDR ENGINEERING, INC.
2365 IRON POINT ROAD
SUITE 300
FOLSOM, CA 95630-8709
JO
HN
A.
KL
EM
UN
ES
SUMMARY OF QUANTITIES
Q-1
JIG
NE
SH
I. R
AT
HO
D
TR
Y V
. K
HO
U
EARTHWORK QUANTITIES SUMMARY
LOCATION
PL
AC
E
HO
T M
IX
AS
PH
AL
T
(M
isc A
RE
A)
SQYD
"SR 99" 563+50.00, 65.80’ Lt 34
"SR 99" 578+00.00, 65.24’ Rt
"SR 99" 581+02.00, 65.46’ Rt
"FRENCH1" 105+41.00, 64.05’ Lt
TOTAL
34
34
34
273
PLACE HOT MIX ASPHALT
(Misc AREA)
82
55
"SR 99" LINE 623+45.00, 55.00’ Lt
"SR 99" LINE 624+40.73, 55.60’ Lt
MINOR CONCRETE
(RED BRICK PATTERN)
STATION LIMITSMINOR CONCRETE
CY
NB OFF-RAMP / "FR1" LINE 18
SB ON-RAMP / "FR3" LINE 49
NB ON-RAMP / "FR2" LINE 39
"FR1" TO "FR2" / RAISED MEDIAN 55
"FR3" TO "FR4" / RAISED MEDIAN 47
TOTAL 208
STATION LIMITSTYPE U21
EA
"FR4" 25+41.41 1
TOTAL 1
PAVEMENT STRUCTURE QUANTITIES SUMMARY
LOCATION
STATION TO STATION
HO
T M
IX
AS
PH
AL
T (
TY
PE
A)
CL
AS
S 2
AG
GR
EG
AT
E B
AS
E
RU
BB
ER
IZ
ED
HO
T M
IX
AS
PH
AL
T (
GA
P G
RA
DE
D)
CO
NC
RE
TE
PA
VE
ME
NT
(R
AM
P T
ER
MIN
I)
CO
LD
PL
AN
E A
SP
HA
LT
CO
NC
RE
TE
PA
VE
ME
NT
TA
CK
CO
AT
TON CY TON CY SQYD TON
"SR 99" LINE 562+00.00 TO 581+00.00 1,658 1,286 1,105 12,115 7
"SR 99" LINE 581+00.00 TO 623+20.00 21,574 29,109 3,327 21
2,145 18,346 13
808 7,030 5
513 402 6,676 55,854 42
"SR 99" LINE 743+91.60 TO 751+24.00 616 4,686 4
"SR 99" LINE 751+24.00 TO 787+32.81 2,895 18
"FR1" LINE 1,709 2,695 285 382 2
"FR2" LINE 3,880 5,571 647 4
"FR3" LINE 2,490 3,310 371 2
"FR4" LINE 1,635 3,349 393 393 2
"FRENCH1" LINE 1,590 838 6,898
"WFR" LINE 425 452
"EFR" LINE 399 424
DETOUR QUANTITIES 145
HOT MIX ASPHALT DIKE 131
HOT MIX ASPHALT (Misc AREA)
TOTAL 47,601 19,268 775 120
"SR 99" LINE 652+01.19 TO 661+93.48
"SR 99" LINE 624+18.13 TO 651+22.69
"SR 99" LINE 662+62.09 TO 743+91.60
1440
37,577
"FRENCH1" LINE 101+73.41 TO 103+68.13 Rt
"FRENCH1" LINE 111+99.19 TO 112+03.96 Rt
53 792
19 274
105,995
61
MINOR CONCRETE
STATION LIMITS
MINOR CONCRETE
(CURB)
TY
PE
A1-6
CU
RB
TY
PE
A2-6
CU
RB
CY CY
"FR1" 16+18.13 TO "FR1" 22+70.59 Lt 17
"FR2" 5+35.92 TO "FR2" 8+82.48 Lt 9
"FR3" 18+11.07 TO "FR3" 22+93.48 Rt 13
"FR4" 9+48.42 TO "FR4" 11+67.83 Rt 5
"FR2" 8+82.48 TO "FR2" 12+03.95 Lt 19
"FR4" 11+67.83 TO "FR4" 14+47.84 Rt 16
SUBTOTAL 44 35
TOTAL
CY
GU
TT
ER
RETAINING WALL No. 5 15
15
94
CRASH CUSHION, SAND FILLED
LOCATION
RO
AD
WA
Y
EX
CA
VA
TIO
N
EM
BA
NK
ME
NT
(N
)
IMP
OR
TE
D
BO
RR
OW
IMP
OR
TE
D
BO
RR
OW
(M
SE
WA
LL
S)
CY CY CY CY
"SR 99" 562+00.00 TO "SR 99" 581+00.00 MAINLINE 1,974 419
"SR 99" 581+00.00 TO "SR 99" 605+81.63 MAINLINE 2,875 73,190
"SR 99" 608+21.63 TO "SR 99" 623+20.00 MAINLINE 6,541 36,041
"SR 99" 667+00.00 TO "SR 99" 701+75.00 DITCH GRADING 1,126 62
"FR1" NB LOOP OFF-RAMP 16,847 40,285
"FR2" NB ON-RAMP 4,534 12,450
"FR3" SB LOOP ON-RAMP 3,390 19,459
"FR4" SB OFF-RAMP 2,886 5,660
"FRENCH1" FRENCH CAMP ROAD 6,067 37
"WFR" 411 51
"ERF" 208 150
BASIN B20 23,933
BASIN B21 6,191
BASIN B22 7,547
DETOUR QUANTITIES 1,860
TOTAL 86,390 46,574 73,190
7/15/11
JOHN A. KLEMUNES
60728
12-31-12
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:52
10
-A
P
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
USERNAME => s1244
DGN FILE => a0e612pa
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1455 PROJECT NUMBER & PHASE 10000204411BORDER LAST REVISED 7/2/2010
50424810.6/14.999SJ10
10-17-11
BASIN B20
BASIN B21
BASIN B22
4
4
12
SAN JOAQUIN COUNCIL
OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
76
TOTAL
SEAL PAVEMENT JOINT
LOCATION LF
"FR4" 9+50.42
"FR4" 12+50.42
"FR1" 19+77.97
"FR1" 22+68.52
34
36
72
218
1
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
HDR ENGINEERING, INC.
2365 IRON POINT ROAD
SUITE 300
FOLSOM, CA 95630-8709
JO
HN
A.
KL
EM
UN
ES
SUMMARY OF QUANTITIES
Q-2
RETAINING WALL (TYPE 1A)
CONCRETE BARRIER
CHAIN LINK FENCE (TYPE CL-6)
PLACE HOT MIX ASPHALT DIKE
STATION LIMITS
TY
PE
D
TY
PE
E
TY
PE
F
HO
T M
IX
AS
PH
AL
T
(T
YP
E A
)
LF LF LF TON
"SR 99" 564+00.00 TO "SR 99" 581+00.00 Lt 1,700 100
20
11
TOTAL 1,700 131
STATION LIMITS
STRUCTURAL CONCRETE
(RETAINING WALL)
BAR REINFORCING STEEL
(RETAINING WALL)
STRUCTURE EXCAVATION
(RETAINING WALL)
STRUCTURE BACKFILL
(RETAINING WALL)
PERVIOUS BACKFILL
MATERIAL (RETAINING
WALL)
CY LB CY CY CY
"RW1" 585+00.00 TO "RW1" 589+13.80 163 11,126 279 917 35
"RW2" 585+00.00 TO "RW2" 589+12.31 155 10,900 256 822 30
"RW5" 8+53.25 TO "RW5" 16+31.55 1,306 199,704 2,541 3,362 317
TOTAL 1,624 221,730 3,076 5,101 382
STATION LIMITS
CH
AIN
LIN
K
FE
NC
E
(T
YP
E
CL
-6)
LF
100
"SR 99" 565+50.00 TO "SR 99" 579+50.00 BOTH 1,750
2,600
"SR 99" 592+50.00 TO "SR 99" 597+37.34 Lt 488
"SR 99" 592+50.00 TO "SR 99" 597+80.48 Rt 531
"SR 99" 672+66.33 TO "SR 99" 693+11.25 Lt 2,084
"SR 99" 688+08.96 TO "SR 99" 701+75.25 Rt 1,395
1,556
"FR3" 13+06.78 TO "FR3" 19+53.26 Lt
1,981
1,069
TOTAL
*
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE QUANTITIES SUMMARY ITEMS
STATION LIMITS
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0)
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0M
)
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0C
)
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0C
M)
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0D
)
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0E
)
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 7
32
A)
RE
MO
VE
CO
NC
RE
TE
BA
RR
IE
R (
TY
PE
K)
LF LF LF LF LF LF LF LF LF
"SR 99" 576+00.00 TO "SR 99" 579+50.00 350
"SR 99" 579+50.00 TO "SR 99" 581+00.00 150
"SR 99" 581+00.00 TO "SR 99" 592+50.00 1,150
"SR 99" 592+50.00 TO "SR 99" 605+37.01 1,287
"SR 99" 608+66.25 TO "SR 99" 618+50.00 984
"SR 99" 618+50.00 TO "SR 99" 619+00.00 50
"SR 99" 619+00.00 TO "SR 99" 623+20.00 420
"SR 99" 623+20.00 TO "SR 99" 623+55.39 35
"SR 99" 623+55.39 TO "SR 99" 624+18.08 63
"SR 99" 624+18.08 TO "SR 99" 627+50.00 332
"SR 99" 581+00.00 TO "SR 99" 585+00.00 400
400
"SR 99" 585+00.00 TO "SR 99" 598+15.58 Rt 1,316 414
"SR 99" 585+00.00 TO "SR 99" 600+48.47 Lt 1,548 412
358
"SR 99" 622+90.14 TO "SR 99" 627+50.00 460
"SR 99" 623+00.00 TO "SR 99" 627+59.19 459
"SR 99" 625+02.50 TO "SR 99" 628+82.35 Lt 380
TOTAL 3,471 500 1,220 367 2,864 358 826 1,299
JIG
NE
SH
I. R
AT
HO
D
TR
Y V
. K
HO
U
"SR 99" 581+00.00 TO "SR 99" 585+00.00
"FRENCH1" 105+37.03 TO "FRENCH1" 108+62.57 Rt
"SR 99" 564+50.00 TO "SR 99" 565+50.00 Lt
"SR 99" 579+50.00 TO "SR 99" 592+50.00 BOTH
"FRENCH1" 114+05.38 TO "FR2" 22+98.07 Rt
"FR2" 23+66.93 TO "SR 99" 635+08.63 Rt
"FRENCH1" 99+47.20 Lt TO "FR4" 23+86.26 Rt
466
14,020
"FR3" 17+89.67 TO "FRENCH1" 104+28.08 Lt
"FR3" 8+82.42 TO "FR3"17+05.24 Lt
761
781
"FR3" 17+05.24 TO "FR3"17+89.67 Lt
LF
TY
PE
C
75
75 761 781
"SR 99" 605+37.01 TO "SR 99" 608+66.25
7/15/11
JOHN A. KLEMUNES
60728
12-31-12
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
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D =
>
16
:0
6
11
-A
P
CH
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D B
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CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
CO
NS
UL
TA
NT
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
00
-0
0-0
0
USERNAME => s1244
DGN FILE => a0e612pa
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1455 PROJECT NUMBER & PHASE 10000204411BORDER LAST REVISED 7/2/2010
50424910.6/14.999SJ10
10-17-11
SAN JOAQUIN COUNCIL
OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
1
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
330
393
CO
NC
RE
TE
BA
RR
IE
R
(T
YP
E 6
0A
) (
Mod)
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
JOINT DETAILS
CONCRETE PAVEMENT-
Saw
Cu
t
�"
Conc
Saw
Cut
NOTE:
D D
Pavem
ent T
hickness
Pavem
ent T
hickness
Pavement
surface
Pavement
surface
ConcS
aw
Cut
Saw
Cu
t
DD
Pavem
ent T
hickness
Pavem
ent T
hickness
Top of
backer rod
ConcConc
Saw
Cut
D
Pavem
ent T
hickness
Pavement
surface
Conc
Joint
Sealant
Saw
Cut
D
Pavem
ent T
hickness
Top of
backer rod
Conc
Liquid
LIQUID SEALANT COMPRESSION SEAL LIQUID SEALANT COMPRESSION SEAL
1.
Depth
a
b
Depth
Depth
Depth
Depth
Depth
TYPE B
ed
c
TYPE A2TYPE A1
Preformed
Compression
Seal, nominal
width �" to �".
Preformed
Compression
Seal, nominal
width �" to �".
�" ¨�"
�" ¨�"
�"
�" ¨�"
�" ¨�"
�"�"
�" Dia
Foam
backer rod
�" ¨�"
�" ¨�"
1�" ¨�"
�" ¨�"
�" ¨�"
1�" ¨�"
�" Dia
Foam
backer rod
�" ¨�"
�" ¨�"
�" ¨�"
�" ¨�"
�" Dia
Foam
backer
rod
Liquid
Joint
Sealant
Preformed
Compression
Seal, nominal
width �" to �".
To accompany plans dated
REVISED STANDARD PLAN RSP P20
20
06
RE
VIS
ED
ST
AN
DA
RD
PL
AN
RS
P P
20
DIMENSION DIMENSION DIMENSION
ASPHALT
RUBBER
LIQUID SEALANT RESERVOIR DEPTH
LIQUID
SEALANT
MATERIAL
SILCONE
a
1" ¨�"
b
�" ¨�"
�" ¨�"
c
�" ¨�"
d
�" ¨�"
�" ¨�"
e
�" ¨�"
�" ¨�"
�" Joint Width
Type A2
�" Joint Width
Type B
1�" ¨�" 1�" ¨�"
�" Joint Width
Type A1
TABLE A (TYPE R JOINT)
Sawn Joint
Width
1"
�"
�"
�"
�"
1�"
1�"
1"
�"
�" �"
�"
�"
�"
�" 2�"
2"
1�"
1�"
1�"
Backer Rod
Diameter
¨ �"
DIMENSION
"f"
DIMENSION
"g"
LIQUID SEALANT COMPRESSION SEAL
Joint
Sealant
Liquid
f
�" ¨�"
g
� Existing Joint
LIQUID SEALANT
TYPE R
Retrofit Transverse and Longitudinal Joints
Foam
backer
rod
Pavement surface
(after grinding
and prior to
joint sealing)
Pavement
surface
Preformed
Compression
Seal, nominal
width �" to �".
�" ¨�"
�" ¨�"
1�" ¨�"
TYPE C
COMPRESSION SEAL
Liquid
Joint
Sealant
�" Min, see Table A
for greater widths
Transverse and Longitudinal Construction Joints
(For CRCP)
Saw
Cut
Depth
Transverse Contraction Joints Longitudinal Contraction Joints Longitudinal or Transverse Contraction Joint
Tie bars, dowel bars, and reinforcement are not shown in joint seal details,
see Revised Standard Plans RSP P1, RSP P3, RSP P10, RSP P35, RSP P45, or
RSP P46 as applicable.
Conc ConcCRCPCRCP
5-8-09
William
K. Farnbach
C49042
9-30-10
CIVIL
May 15, 2009
RSP P20 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P20
DATED MAY 1, 2006 - PAGE 128 OF THE STANDARD PLANS BOOK DATED MAY 2006.
10 SJ 99 10.6/14.9 361A 504
10-17-11
1
1 ADDED PER ADDENDUM No. 1 DATED APRIL 11, 2012
To Stockton
To Modesto
624+006
2
3
+
0
0
6
2
5
+
0
0
Elev 33.50
"SR 99" Line
24+00.00 PVI
Lone T
ree C
reek
4:1
4:1
"FR2" Line
23+00
8’
Top of fill
Top of fill
Toe of fillToe of fill
N 07^13’41" W
Toe of
slope
21
24+00
BC 23+72.55
C
Exist Concrete Barrier
Type 60A (Mod)
22’-2�"¨
Abut 1 Bent 2 Abut 4Bent 3
BB EB
Approximate OG
22’-2�"¨
Datum Elev 0.00
20’-9�"¨
D
ELEVATION
1" = 20’
along "FR2" Line
23+00 24+00
GENERAL PLAN
1
6
5
’
-
2
�
"
¨
m
e
a
s
u
r
e
d
Elev 33.54
-0.06% 0.15%-0.50%
23+27.48 PVI
No Scale
PROFILE GRADE
Top of slope
Top of
slope
1" = 20’
PLAN
"SR 99" Line Sta 623+28.76
BB Sta "FR2" Line Sta 23+27.48,
Elev 33.54, 66.43’ Rt
"SR 99" Line Sta 623+93.51
EB Sta "FR2" Line Sta 23+92.69
Elev 33.50, 60.75’ Rt
D
12’¨
L
a
n
e
12’¨
Lane
12’¨
LaneShld
10’¨
min,typ
2’-0"
-1.5%¨
"SR 99" Line
TYPICAL SECTION
1" = 10’
A
27’-5�" min
& varies
"
F
R
2
"
L
i
n
e
Shld
1’-5"8’
1’-1
�"
typ
-2.0%
55’-4"¨
B
82’-9�"¨ min & varies
A
C
B
LEGEND:
1
2
D
NOTES:
Paint "Bridge No. 29-0023".
Paint "Lone Tree Slough Bridge".
Indicates new structure.
Indicates existing structure.
1.
2.
T L
85.35 170.65
No. R
CURVE DATA
3000.00
289.78 579.5220000.00
3^15’33"
Elev 34.57
21+20.90 EVC
Exist Bridge
22^00’00" skew
& varies
1.5:1¨typ
Varies1
0’ m
in &
CIP/RC slab
12’ min &
varies
10’ min & varies
C
o
n
c
r
e
t
e
B
a
r
r
i
e
r
Type 732PG
D
Concrete Barrier
Type 60A, (Mod)
1^39’37"
MBGR, see
"ROAD PLANS"
15
15
16
US
ER
NA
ME
=>
s1244
TIM
E P
LO
TT
ED
=>
DA
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PL
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D =
>1
0:5
41
0-A
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Note:
T
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e
C
o
n
t
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a
c
t
o
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s
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a
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l
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s
i
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s
b
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f
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e
o
r
d
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i
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g
o
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f
a
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i
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a
t
i
n
g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
C67068
9-30-12
10 SJ 99
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
T
CIVIL
RE
GIS
TE
RE
D
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
EOF CAL I F O
RN
IA
No.
Exp.
LONE TREE SLOUGH BRIDGE (WIDEN)
11.80
29-0023
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
LOAD & RESISTANCE
FACTOR DESIGN
S PERVAIZ
S PERVAIZ
T KENG
T KENG
J MANISCALCO
P CHENG
19
P CHENG
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFDESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) UNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455
LIVE LOADING: HL93 W/"LOW-BOY";
PERMIT DESIGN VEHICLE
REVISION DATES
5-3-10 2-4-11
29-0023-FILE =>
K SANFORD
10000204411 5-19-11
-1.5%¨
Lane width varies outside bridge limits.
M
a
t
c
h
e
x
i
s
t
i
n
g
P
G
a
n
d
c
r
o
s
s
s
l
o
p
e
.
E GAHAN
Interim AC Overlay to be removed prior to placing �" polyester concrete
overlay, See "ROAD PLANS".
SHARIQ PERVAIZ
6-24-11
6-24-11
1’-1"
1’-0"¨
62’-8�"¨ measured
along "SR 99" Line
Limits of Conc.
Barrier Type 60A(Mod)
F
o
r
"
G
E
N
E
R
A
L
N
O
T
E
S
"
&
"
I
N
D
E
X
T
O
P
L
A
N
S
"
,
s
e
e
"
D
E
C
K
C
O
N
T
O
U
R
S
"
s
h
e
e
t
.
For "PILE DATA", see "FOUNDATION PLAN" sheet.
1’¨10’¨
12’¨12’¨12’¨
12’
min
&
varies
E
F
Existing Metal Beam Bridge Railing to be removed and post to be salvaged.
Concrete slope protection, see "Concrete Slope Protection" sheet.
Indicates limits of prepare concrete deck surface and place �" min polyester
E
E16
’-8
"¨37’-8"¨MBGR, see "ROAD PLANS"
See HYDROLOGIC SUMMARY TABLE
on "FOUNDATION PLAN" sheet
F
EE
16
Indicates limits of groove existing polyester concrete overlay.
Prepare concrete bridge deck surface and place �" polyester concrete overlay.
Concrete Barrier (Type K), see "ROAD PLANS".
4" Communication
Conduit, See
"ROAD PLANS"
Reza Erfanian
7/12/11
QUANTITIES
PREPARE CONCRETE BRIDGE DECK SURFACE 2,852 SQFT
BRIDGE REMOVAL (PORTION) LUMP SUM
STRUCTURE EXCAVATION (BRIDGE) 37 CY
STRUCTURE BACKFILL (BRIDGE) 21 CY
GROOVE POLYESTER CONCRETE OVERLAY 265 SQYD
FURNISH PILING (CLASS 90) 325 LF
DRIVE PILE (CLASS 90) (ALTERNATIVE X) 10 EA
FURNISH PILING (CLASS 140) 436 LF
DRIVE PILE (CLASS 140) 8 EA
STRUCTURAL CONCRETE, BRIDGE 121 CY
DRILL AND BOND DOWEL 47 LF
FURNISH POLYESTER CONCRETE OVERLAY 178 CF
PLACE POLYESTER CONCRETE OVERLAY 2,852 SQFT
BAR REINFORCING STEEL (BRIDGE) 24,096 LB
CONCRETE (SLOPE PROTECTION) 14 CY
CONCRETE BARRIER (TYPE 60A) (MODIFIED) 63 LF
CONCRETE BARRIER (TYPE 732) 87 LF
LONE TREE SLOUGH BRIDGE (WIDEN) BR NO 29-0023
(ALTERNATIVE X)
10.6/14.9 400 504
10-17-11
concrete overlay, and tine polyester concrete overlay.
Indicates new structure, see Contract No. 10-0E6114.
Exist CIP/RC slab
1
REVISED PER ADDENDUM
No. 1 DATED APRIL 11, 2012
1
CIP/RC slab,
Contract No. 10-0E6114.
Existing Metal Beam Guard Railing to be removed, see "ROAD PLANS".
Interim Concrete Barrier (Type K), See Contract No. 10-0E6114.
DECK CONTOURS
No Scale
Structural Concrete, Bridge
STANDARD PLAN SHEET NO.
DETAIL NO.
CALTRANS STANDARD
PLANS DATED MAY 2006
INDEX TO PLANS:
DESIGN:
SEISMIC DESIGN:
LIVE LOADING:
Includes 35 psf for future wearing surface.
SEISMIC LOADING:
DEAD LOAD
CALTRANS SDC ARS Curve: Figure B.7
(Soil Profile Type D) Magnitude = 6.5¨ 0.25
(Spectrum Peak Rock Acceleration = 0.2 g)
GENERAL NOTES
LOAD AND RESISTANCE
FACTOR DESIGN
REINFORCED CONCRETE:
f = 60 ksiy
cf’ = 3.6 ksi, unless otherwise noted.
n = 8
PILES:
Caltrans Seismic Design Criteria (SDC),
Version 1.4 July 2006.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
HL93 and permit design load.
GENERAL PLAN
DECK CONTOURS
F
O
U
N
D
A
T
I
O
N
P
L
A
N
ABUTMENT 1 LAYOUT
ABUTMENT 4 LAYOUT
ABUTMENT DETAILS NO. 1
ABUTMENT DETAILS NO. 2
BENT DETAILS
TYPICAL SECTION
SLAB REINFORCEMENT NO. 1
SLAB REINFORCEMENT NO. 2
S
L
A
B
R
E
I
N
F
O
R
C
E
M
E
N
T
D
E
T
A
I
L
S
CONCRETE SLOPE PROTECTION DETAILS
LOG OF TEST BORINGS NO. 1
LOG OF TEST BORINGS NO. 2
LOG OF TEST BORINGS NO. 3
LOG OF TEST BORINGS NO. 4
LOG OF TEST BORINGS NO. 5
AS-BUILT LOG OF TEST BORINGS
See "Pile Data Table" on "FOUNDATION PLAN" sheet.
2
CONCRETE STRENGTH AND TYPE LIMITS
B2-5
EB
BB
� Abut 1 � Bent 2 � Abut 4� Bent 3
24+00
"FR2" Line
33
33.5
3
3
.
5
�" = 1’-0"
PARTIAL PLAN - DECK CONTOURS
Contours do not include camber or
allowance for falsework settlement.
1.
2.
3.
4. Contours are developed to match
existing grade & cross slope at edge
of deck and indicate top of concrete
deck elevation.
- Indicates 10’ intervals along
"SR 99" Line.
Contour interval = 0.1’.
Right edge of
exist bridge deck
Edge of deck
RSP
0.8
0.2
0.3
0.4
0.5
0.6
0.7
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0
Period (seconds)
Spectral A
cceleration (g)
5% DAMPING
0.1
0.0
DESIGN A.R.S. CURVE
NOTES:
33.6
33.7
33.2
Elev 33.XXXXXXXXX
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
0:5
41
0-A
PU
SE
RN
AM
E =
>s1244
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
SHARIQ PERVAIZ
C67068
9-30-12
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
T
CIVIL
RE
GIS
TE
RE
D
PR O F E S S I O N
AL
EN
GI
NEE
R
S
TA
EOF CAL I F O R
NIA
No.
Exp.
DEPARTMENT OF TRANSPORTATION
BRIDGE NO.
POST MILE
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CHECKED
CHECKED
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
J VOUGHT
JOHN A. KLEMUNES, JR.
LONE TREE SLOUGH BRIDGE (WIDEN)
11.80
29-0023S PERVAIZ P CHENG
P CHENG
2-4-11 19
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE:
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)REVISION DATES
CONTRACT NO.:
1455
10-0E6121
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
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e
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i
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a
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o
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i
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f
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d
d
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s
i
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s
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f
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i
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f
a
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a
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a
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a
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e
r
i
a
l
s
.
5-3-1010000204411
K SANFORD
5-19-11
29-0023-FILE =>
E GAHAN
6-24-11
6-24-11
ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2)
ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2)
SYMBOLS (SHEET 1 of 2)
SYMBOLS (SHEET 2 of 2)
LIMITS OF PAYMENT FOR EXCAVATION
AND BACKFILL BRIDGE
CONCRETE BARRIER TYPE 60
BRIDGE DETAILS
BRIDGE DETAILS
P
I
L
E
D
E
T
A
I
L
S
C
L
A
S
S
9
0
A
N
D
C
L
A
S
S
1
4
0
CONCRETE BARRIER TYPE 732
A10A
A10B
A10C
A10D
A62C
A76A
B0-1
B0-3
B2-5
B11-55
PC/PS Concrete Pile (Class 90), Alternative X, see
PC/PS Concrete Pile (Class 140), see "BENT DETAILS" Sheet
AASHTO LRFD Bridge Design Specifications, 4th Edition and
the Caltrans Amendments, preface dated Dec 2008; except
that bridge (incl. barrier and railing) details taken from
Standard Plans March 2006 and earlier versions, Standard
Bridge Details XS sheets, etc) are designed using Bridge
Design Specifications (96 AASHTO w/Revisions by Caltrans).
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 401 504
10-17-11
1
REVISED PER ADDENDUM
No. 1 DATED APRIL 11, 2012
1
PLAN
1" = 20’
"SR 99" Line
624+00
T
o
S
t
o
c
k
t
o
n
To Modesto
Design
Flood
Base
Flood
HYDROLOGIC SUMMARY TABLE
50 100 N/A
Overtopping
Flood
955
N/A
840
NOTES:
LEGEND:
1.
2.
3.
A
B
C
D
Exist fence
Indicates existing structure.
Indicates driven piles at abutments.
Indicates driven piles at bents.
Exist fence
2
3 spaces @ 9’-3" = 27’-3"
3 spaces @ 8’-7" = 25’-9"
Drainage Area: 86.0 Square Miles
Frequence (Years)
Discharge
(Cubic Feet per Second)
Water Surface
Elevation at Bridge (Feet)
Flood plain data are based upon information available
when the plans were prepared and are shown to meet
federal requirements. The accuracy of said information
is not warranted by the State and Interested or
affected parties should make their own investigation.
30
30
25
25
30
25
25
30
FOUNDATION PLAN
6
2
3
+
0
0
6
2
5
+
0
0
ABUTMENTS & BENTS L STATIONSC
31.83 Ft
33.00 FtELEV.
ELEV.BENCHMARK# 699
BENCHMARK# 658
BENCH MARKS
DESCRIPTION: KSN CONTROL POINT, �" REBAR WITH YELLOW CAP
STAMPED "KSN CONTROL", LOCATED AT APPROXIMATE CENTERLINE
STATION 625+67, ON THE NORTHBOUND MAINLINE, ON THE OUTSIDE
SHOULDER, 1’ EAST OF THE EDGE OF PAVEMENT, 205’ NORTH OF
THE END OF THE CENTERLINE OF LONE TREE CREEK.
NGVD 29, N2138213.81, E6354203.76.
DESCRIPTION: KSN CONTROL POINT, �" REBAR WITH YELLOW CAP
STAMPED "KSN CONTROL", LOCATED APPROXIMATE CENTERLINE
STATION 625+50, ON THE SOUTHBOUND MAINLINE, ON THE OUTSIDE
SHOULDER, 3’ WEST OF THE EDGE OF PAVEMENT, 140’ NORTH OF
THE CENTERLINE OF LONE TREE CREEK.
NGVD 29, N2138191.62, E6354088.62.L
one T
ree C
reek
Location Pile Type
Class 90
Alt ’X’Abut 1
Abut 4
280
0
0Class 90
Alt ’X’
Specified Tip
Elevation
(ft)
Nominal Driving
Resistance
(kips)
Nominal Resistance
Tension
(kips)
Compression
(kips)
PILE DATA TABLE
310Bent 2 & 3
-5.0
-5.0
-23.0
Design Tip
Elevations
(ft)
-5.0 (a)
-5.0 (a)
-23.0 (a)(b)
Design tip elevations for Abutments are controlled by: (a) Compression.
Design tip elevations for Bents are controlled by: (a) Compression (Strength Limit),
(b) Scour, respectively.
0
3
PC/PS
Conc Pile
Class 140
23+00N 07^13’41" W
24+00
25+00
2
24’-0�"
� A
but 1
N 7
0^13’53" W
� B
ent 2
N 7
0^13’53" W
� B
ent 3
N 7
0^13’53" W
� A
but 4
N 7
0^13’53" W
WW LOL
N 08%%d49’03" WWW LOL
R = 2978’-7"
"FR2" Line
R = 3000’ Exist fence
6’-7"
4’-7�"
B C DA
"FR2" Line Sta 23+28.88
"FR2" Line Sta 23+49.70
"FR2" Line Sta 23+70.51
"FR2" Line Sta 23+91.29
24+00
25+00 "FR4" Line
23+00
N 02^02’38" E
Exist Bridge
Exist pile, typ
Exist abut 1 Exist abut 4
23’-11�"
1
1
Exist MBGR
to be removed
DA
TE
PL
OT
TE
D =
>U
SE
RN
AM
E =
>s1244
TIM
E P
LO
TT
ED
=>
10:55
10
-A
P
Note:
T
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e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
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o
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f
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l
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d
i
m
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s
i
o
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s
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f
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f
a
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a
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g
a
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y
m
a
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r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
C67068
9-30-12
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
T
CIVIL
RE
GIS
TE
RE
D
PR O F ESS I O N
AL
EN
GI
NE
ER
ST
AE
OF CAL I F OR
NIA
No.
Exp.
CHECKEDBY
BY
BY
CHECKED
CHECKED
DESIGN OVERSIGHT
SIGN OFF DATE
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIA
29-0023-FILE =>
PROJECT ENGINEER
PHOTOGRAMMETRY AS OF:
SURVEYEDBY
BY
CHECKED
DRAFTEDBY
BYFIELD CHECKED
ALIGNMENT TIES
VERT.DATUM HORZ.DATUMDESIGN
DETAILS
QUANTITIES
BRIDGE NO.
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
POST MILE
SCALE:
JOHN A. KLEMUNES, JR.
J VOUGHT
LONE TREE SLOUGH BRIDGE (WIDEN)29-0023
11.80
AERIAL PHOTOMAPPING
SERVICESKSN
KRIS F. NEHMERKRIS F. NEHMER
08/09/2007
NGVD29 NAD1983S PERVAIZ P CHENG
P CHENG
19DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE:
FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10)REVISION DATES
CONTRACT NO.: 2-4-115-3-1010-0E6121
1455
1" = 40’
GE
OT
EC
HN
IC
AL
PR
OF
ES
SIO
NA
LA
PP
RO
VA
L D
AT
E
6-20-11
10000204411
K SANFORD
5-19-11
See "ROAD PLANS" for type and locations of all
existing and proposed utilities.
Location of existing utilities shown are approximate.
The Contractor shall verify locations of all affected
utilities prior to performing any excavation.
Not all piles shown here.
E GAHAN
SHARIQ PERVAIZ
6-24-11
6-24-11
140
140
140
140
2855
29.58 30.00
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 402 504
10-17-11
Concrete Barrier Type 60C,
See Contract No. 10-0E6114
Bridge No. 29-0333,
See Contract No. 10-0E6114
See Contract
No. 10-0E6114
Indicates new structure, See Contract No. 10-0E6114.
1
1 REVISED PER ADDENDUM
No. 1 DATED APRIL 11, 2012
TYPICAL SECTION
typ
�" = 1’-0"
DOWEL LAYOUT
9"
typ
3
1typ
2" c
lr
1�" clr
9" 9" 9"
4�"
4�"
#4 chair, typ, see
"SLAB REINFORCEMENT
DETAILS" sheet
Top of deck
LEGEND:
NOTES:
Indicates limits of bridge removal (portion).
Indicates existing structure.
Indicates new structure.
Indicates continuous bar.
Indicates partial length bar.
9
"FR2" Line
6"1’-6"
�" drip groove
Barrier reinf
TYPICAL SECTION
�" = 1’-0"
�" = 1’-0"
PART TYPICAL SECTION
#6 dowel
#6 staggered
drill & bond dowels,
see "DOWEL LAYOUT"
Exist polyester
concrete overlay
1’-1
�"
Concrete Barrier
Type 732B11-55
-1.5%¨
1’-5"
"FR2" Line
PG
-2.0%
2
7
’
-
5
�
"
m
i
n
& varies
Temp Railing Type K,
typ, see "ROAD PLANS"
E
x
i
s
t
B
r
i
d
g
e
Match exist
deck elev
CIP/RC slabExist CIP/RC slab
"SR 99" Line
4" Communication Conduit,
See "ROAD PLANS"
See
NOTE 2
Slab longit reinf, see "SLAB
REINFORCEMENT NO. 1 & NO. 2" sheets
#5 @ 12
"SR 99" Line
1’-0"¨1’-1"
3’-0"
4
25
7�"
6"
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>10:55
10
-A
PU
SE
RN
AM
E =
>s1244
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
SHARIQ PERVAIZ
C67068
9-30-12
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
T
CIVIL
RE
GIS
TE
RE
D
PR O F E S S I O N
AL
EN
GI
NEE
R
S
TA
EOF CAL I F O R
NIA
No.
Exp.
DEPARTMENT OF TRANSPORTATION
BRIDGE NO.
POST MILE
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CHECKED
CHECKED
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
J VOUGHT
JOHN A. KLEMUNES, JR.
LONE TREE SLOUGH BRIDGE (WIDEN)
11.80
29-0023S PERVAIZ P CHENG
P CHENG
2-4-11 19
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE:
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)REVISION DATES
CONTRACT NO.:
1455
10-0E6121
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
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a
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c
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o
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g
f
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l
d
d
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m
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s
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s
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f
o
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o
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i
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g
o
r
f
a
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i
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a
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i
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g
a
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y
m
a
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i
a
l
s
.
5-3-1010000204411
K SANFORD
5-19-11
29-0023-FILE =>
E GAHAN
6-24-11
6-24-11
#4 @ 18Roughen exist conc,
�" amplitude
2’-9"
#6 drill & bond dowels
@ 24" staggered thus:
1’-0"
�" min polyester
concrete overlay
Concrete Barrier
Type 60A (Mod)A76A
Exist metal beam
bridge railing, to
be removed and post
to be salvaged
�" min polyester
concrete overlay,
typ
For additional information, see
"SLAB REINFORCEMENT DETAILS" sheet.
Match existing grade and cross slope.
1.
2.
Note:
For Concrete Barrier
Type 60A (Mod) details
not shown, see STD PLAN A76A.5�"
Interim AC Overlay, to
be removed prior to
placing min �" polyester
concrete overlay, see
"ROAD PLANS"
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 408 504
10-17-11
Polyster concrete
overlay, See Contract
No. 10-0E6114
Indicates new structure, See Contract No. 10-0E6114
1
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
1
1
30
25
25
30
30
30
25
25
30
25
25
30
30
PLAN
A-09-F4
A-09-F1
A-09-F2
A-09-F3
LOG OF TEST BORINGS NO. 1
Lone T
ree C
reek
8"
6"
8"
8"
E
x
i
s
t
S
B
B
r
i
d
g
e
No. 29-0023L
"FR2" Line
"SR 99" Line
624+00
6
2
3
+
0
0
To Stockton
To Modesto
Exist abut, typ
Exist pile, typ
Exist SB Bridge
No. 29-0023R
6
2
5
+
0
0
WW LOL
� B
ent 2
� A
but 1
� B
ent 3
� A
but 4
23+00
24+00
WW LOL
25+00
25+00
23+00
To French Camp Rd
1" = 20’
Indicates existing structure.
Indicates driven piles at abutments.
Indicates driven piles at bents.
GS GEOLOGIST LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 7/16/10)
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
2491 BOATMAN AVENUE
BLACKBURN CONSULTING
WEST SACRAMENTO, CA 95691 FILE No. 1201.7b
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIADESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
JOHN A. KLEMUNES, JR.
OFSHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
UNIT:
PROJECT NUMBER & PHASE:
REVISION DATES
CONTRACT NO.:
LONE TREE SLOUGH BRIDGE (WIDEN)BRIDGE NO.
POST MILE
11.80
29-0023
M ROBERTSON
A SHINNEFIELD
A WOOD
s1244
US
ER
NA
ME
=>
DA
TE
PL
OT
TE
D =
>1
0-A
PT
IM
E P
LO
TT
ED
=>
10:55
29-0023-FILE =>
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
PROJECT ENGINEER
0 1 2 3
PRO FESSIONA L G EO LOGISTWilliam
E. Nichols
2229
1-31-12
No.
Exp.
CERTIFIED ENGINEERING
GEOLOGISTSTA T EO F C A LI FO R N IA
March, August 2009
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
STOCKTON, CA 95202
5-19-112-04-113-10-1010000204411
1455
14 1910-0E6121
"FR4" Line
6-24-11
6-24-11
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 413 504
10-17-11
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
1
Legend:
Indicates new structure,
See contract No. 10-0E6114.
SB Off Ramp
No. 29-0333
See Contract
No. 10-0E6114
See Contract
No. 10-0E6114
STANDARD PLAN SHEET No.
DETAIL No.
CALTRANS STANDARD
PLANS DATED MAY 2006
INDEX TO PLANS:
Leveling pad
To Modesto
N 01^09’53" W
Exist West Frontage Rd
To Stockton
Exist East Frontage Rd
N 01^09’53" W
10
’ 1’
1’
10
’1
0’
1" = 30’
1" = 30’
OG at front
face of wall
1
B
Indicates direction of
traffic.
Indicates top of wall elevation,
Indicates top of leveling pad,
elevation, see "WALL PANEL
A
LEGEND:
B
18" dia exist storm drain to be removed, see
"ROAD PLANS".
Drainage Inlet, typ, see "ROAD PLANS" for locations.
See "MSE WALL DETAILS NO. 3" sheet for details.
Indicates new construction.
Indicates existing feature.
see "WALL PANEL LAYOUT" sheets.
LAYOUT" sheets.
AA
590+00 595+009 591+00 592+00 593+00 594+00
589+00 590+00 591+00 592+00 593+00 594+00 595+00
US
ER
NA
ME
=>
s1244
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
29e0004-FILE =>
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
0:5
51
0-A
P
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
10.97
Note:
T
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e
C
o
n
t
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a
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s
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a
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l
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o
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f
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n
s
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o
n
s
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f
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f
a
b
r
i
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a
t
i
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g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
No.
Exp.
CIVIL
E
D
PR O F E S S I O
NA
L
EN
GI
NE
ER
S
TAT
EOF CALI F O R N
I A
RE
GI
ST
ER
SHARIQ PERVAIZ
C67068
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455REVISION DATES
5-3-10 2-4-11
PERMIT DESIGN VEHICLE
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
S PERVAIZ
T KENG
T KENG
S PERVAIZ
T KENG
T KENG
J MANISCALCO
LIVE LOADING: HS20-44 AND ALTERNATIVE AND
9-30-12
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
LOAD & RESISTANCE
FACTOR DESIGN
T KENG J VOUGHT
10000204411 5-19-11
29E0004 MSE WALL NO. 3
286-24-11
6-24-11
A10A
A10B
A10C
A10D
A76A
B11-55
ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2)
ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2)
SYMBOLS (SHEET 1 of 2)
SYMBOLS (SHEET 2 of 2)
CONCRETE BARRIER TYPE 60
CONCRETE BARRIER TYPE 732
Datum
Elev 0.00
Top of wall/
barrier slab
Top of concrete barrier
(Type 732 Mod)
"SR 99" Line Sta 589+13.80, 58.42’ Rt
PART PLAN
Note: Concrete barrier (Type 60D) not shown for clarity
"SR 99" Line
Match
Lin
e "
SR
99
" L
in
e
Sta 5
95
+4
0.0
0,
see
"G
EN
ER
AL
PL
AN
NO
. 2
" s
heet
Match
Lin
e "
SR
99
" L
in
e S
ta 5
95
+4
0.0
0
see "
GE
NE
RA
L P
LA
N N
O. 2" s
heet
CIP Retaining Wall
Type 1A
3 L
anes
@ 1
2’
= 3
6’
@ 1
2’
= 3
6’
3 L
an
es
shld
shld
Barrier slab,
Typ
Mechanically Stabilized
Embankment (MSE) Wall
PART ELEVATION
Retaining Wall No. 2,
see "ROAD PLANS"
Retaining Wall No. 1,
see "ROAD PLANS" Begin MSE Wall No. 3 "RW3" LOL
MSE Wall No. 3 "RW3" LOL
GENERAL PLAN NO. 1
Begin MSE Wall, Concrete Barrier
MSE Wall No 3 measured 1634’-11�" along "RW3" LOL
Type 732 (Mod), Barrier Slab &
Concrete Barrier (Type 60D)
NOTE:
1. For MSE Walls "GENERAL NOTES", see
DETAIL No. 2" sheet.
RSP
CIP Retaining
Wall Type 1A,
see "ROAD PLANS"
MSE Wall No. 4 "RW4" LOL
See "MSE WALL No. 4" Plans
GENERAL PLAN NO. 1
GENERAL PLAN NO. 2
GENERAL PLAN NO. 3
FOUNDATION PLAN NO. 1
FOUNDATION PLAN NO. 2
FOUNDATION PLAN NO. 3
WALL PANEL LAYOUT No. 1
WALL PANEL LAYOUT No. 2
WALL PANEL LAYOUT No. 3
WALL PANEL LAYOUT No. 4
WALL PANEL LAYOUT No. 5
WALL PANEL LAYOUT No. 6
WALL PANEL LAYOUT No. 7
WALL PANEL LAYOUT No. 8
MSE WALL DETAILS NO. 1
MSE WALL DETAILS NO. 2
MSE WALL DETAILS NO. 3
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 1
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 2
MECHANICALLY STABILIZED
E
M
B
A
N
K
M
E
N
T
-
D
E
T
A
I
L
N
o
.
3
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 4
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 5
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 6
LOG OF TEST BORINGS NO. 1
LOG OF TEST BORINGS NO. 2
LOG OF TEST BORINGS NO. 3
LOG OF TEST BORINGS NO. 4
LOG OF TEST BORINGS NO. 5
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
Gray Color Split Face
Texture Architectural
treatment, typ
Reza Erfanian
6/24/11
QUANTITIES
MSE WALL NO. 3 BR NO 29E0004
10 SJ 99 10.6/14.9 448 504
10-17-11
"MECHANICALLY STABILIZED EMBANKMENT
MECHANICALLY STABILIZED EMBANKMENT, LOCATION A 27,356 SQFT
STRUCTURAL CONCRETE, BARRIER SLAB 766 CY
CONCRETE BARRIER (TYPE 732 MODIFIED) 1,635 LF
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
Drainage outlet, TypClean out, Typ
200’-0"¨
TypTyp
5’-0"
Underdrain
Typ
2%, Typ2-45^
Angles,Typ
Leveling pad
To Modesto
N 01^09’53" W
Exist West Frontage Rd
To Stockton
10
’ 1’
1’
10’
10’
N 01^09’53" W
Exist East
Frontage Rd
N 01^09’53" W
1" = 30’
MSE Wall No 3 measured 1634’-11�" along "RW3" LOL
2
B
Indicates direction of
traffic.
A18" dia exist storm drain
Indicates top of wall elevation,
Indicates top of leveling pad,
elevation, see "WALL PANEL
B Drainage Inlet, typ, see
"ROAD PLANS" for locations.
See "MSE WALL DETAILS
NO. 3" sheet for details.
LEGEND:
to be removed, see "ROAD PLANS".
see "WALL PANEL LAYOUT" sheets.
LAYOUT" sheets.
Indicates new construction.
Indicates existing feature.
30" dia RCP storm
drain, see "ROAD PLANS"
600+00596+00 597+00 598+00 599+00 601+00 602+00
596+00 597+00 598+00 599+00 600+00 601+00 602+00
US
ER
NA
ME
=>
s1244
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
29e0004-FILE =>
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
1:2
21
0-A
P
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
10.97
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
c
o
n
t
r
o
l
l
i
n
g
f
i
e
l
d
d
i
m
e
n
s
i
o
n
s
b
e
f
o
r
e
o
r
d
e
r
i
n
g
o
r
f
a
b
r
i
c
a
t
i
n
g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
No.
Exp.
CIVIL
E
D
PR O F E S S I O
NA
L
EN
GI
NE
ER
S
TAT
EOF CALI F O R N
I A
RE
GI
ST
ER
SHARIQ PERVAIZ
C67068
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455REVISION DATES
5-3-10 2-4-11
PERMIT DESIGN VEHICLE
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
S PERVAIZ
T KENG
T KENG
S PERVAIZ
T KENG
T KENG
J MANISCALCO
LIVE LOADING: HS20-44 AND ALTERNATIVE AND
9-30-12
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
LOAD & RESISTANCE
FACTOR DESIGN
T KENG J VOUGHT
10000204411 5-19-11
29E0004 MSE WALL NO. 3
286-24-11
6-24-11
shld
Datum
Elev 0.00
Top of wall/
barrier slab
Top of concrete barrier
(Type 732 Mod)
PART PLAN
Note: Concrete barrier (Type 60D) not shown for clarity
"SR 99" Line
"SR 99" Line Sta 597+23.05,
58.42’ Rt
Match
Lin
e "
SR
99
" L
in
e
Sta 5
95
+4
0.0
0,
see "
GE
NE
RA
L P
LA
N N
O.
1" s
heet
Match
Lin
e "
SR
99
" L
in
e S
ta 5
95
+4
0.0
0
see "
GE
NE
RA
L P
LA
N N
O.
1" s
heet
"SR 99" Line Sta 599+73.05,
70.42’ Rt
N 01^35’00" E
A
A
3 L
anes
@ 1
2’ =
36’ m
in
& varies
@ 1
2’
= 3
6’
3 L
anes
shld
1" = 30’
Barrier slab,
Typ
Mechanically Stabilized
Embankment (MSE) Wall
Match
Lin
e "
SR
99
" L
in
e S
ta 6
02
+6
0.0
0
see "
GE
NE
RA
L P
LA
N N
O.
3" s
heet
Match
Lin
e "
SR
99
" L
in
e S
ta 6
02
+6
0.0
0
see "
GE
NE
RA
L P
LA
N N
O. 3" s
heet
Traffic Sign, see
"ROAD PLANS"
GENERAL PLAN NO. 2
MSE Wall No. 3 "RW3" LOL
PART ELEVATION
OG at front
face of wall
"SR 99" Line Sta 598+15.58,
End Conc Barrier Type 60D
1. For MSE Walls "GENERAL NOTES", see
"MECHANICALLY STABILIZED EMBANKMENT
DETAIL No. 2" sheet.
Toe of exist
slope
Toe of exist
slope
NOTES:
End Conc Barrier (Type 60D)
MSE Wall No. 4 "RW4" LOL
See "MSE WALL No. 4" Plans
Gray Color Split Face
Texture Architectural
treatment, typ
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 449 504
10-17-11
Drainage outlet, TypClean out, Typ
200’-0"¨Typ
Underdrain
Typ
5’-0"
Typ
-2%, Typ
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
1
2-45^
Angles,Typ
1
To Modesto
N 01^09’53" W
Exist West Frontage Rd
T
o
S
t
o
c
k
t
o
n
10’ 1
’1’
10’
N 01^09’53" W
10
’
N 03^42’15" E
N 02^18’38" W
"FR3" Line
SB On Ramp
S 6
9^00’30" E
¨
S 6
8^21’16" E
"French1"
Line
"FR1" Line
NB Off
Ramp
Leveling
pad, typ
Welded wire
mat, typ
MSE wall
panel,
typ
Barrier
slab, typ
Match
L
in
e "S
R 9
9" L
in
e S
ta 6
02
+6
0.0
0
see "
GE
NE
RA
L P
LA
N N
O.
2" s
heet
French
Camp Road
� Exist UPRR
track
Indicates direction of
traffic.
A
Indicates top of wall elevation,
Indicates top of leveling pad,
elevation, see "WALL PANEL
Leveling pad
"SR 99" Line Sta 605+48.35, 74.0’ Rt
End MSE Wall No. 3 "RW3 LOL"
3
D Drainage Inlet, typ, see
"ROAD PLANS" for locations.
See "MSE WALL DETAILS
NO. 3" sheet for details.
D
LEGEND:
A76AConcrete Barrier Type 60D,
where occurs, see "ROAD PLANS".
Indicates new construction.
Indicates existing feature.
see "WALL PANEL LAYOUT" sheets.
LAYOUT" sheets.
605+00603+00 604+00 606+00 607+00
7+00
6+00
5+00
7+00
108+
00
6+00
107+
00
106+
00
603+00 604+00 605+00 606+00
US
ER
NA
ME
=>
s1244
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
29e0004-FILE =>
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
0:5
51
0-A
P
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
10.97
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
c
o
n
t
r
o
l
l
i
n
g
f
i
e
l
d
d
i
m
e
n
s
i
o
n
s
b
e
f
o
r
e
o
r
d
e
r
i
n
g
o
r
f
a
b
r
i
c
a
t
i
n
g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
No.
Exp.
CIVIL
E
D
PR O F E S S I O
NA
L
EN
GI
NE
ER
S
TAT
EOF CALI F O R N
I A
RE
GI
ST
ER
SHARIQ PERVAIZ
C67068
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455REVISION DATES
5-3-10 2-4-11
PERMIT DESIGN VEHICLE
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
S PERVAIZ
T KENG
T KENG
S PERVAIZ
T KENG
T KENG
J MANISCALCO
LIVE LOADING: HS20-44 AND ALTERNATIVE AND
9-30-12
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
LOAD & RESISTANCE
FACTOR DESIGN
T KENG J VOUGHT
10000204411 5-19-11
29E0004 MSE WALL NO. 3
286-24-11
6-24-11
UP
RR
R/W
UP
RR
R/W
Approx.
OG
-5% &
varies -5% &
varies
Roadway
pavement
section, see
"ROAD PLANS"
Exist SB SR99 Exist NB SR99
Traveled way
36’-0" min & varies
58’-5" min & varies
10’-0" 10’-0"
shld shld
58’-5" min & varies
36’-0" min & varies
Traveled wayshld
10’-0"
MSE Ret Wall
No. 4 "RW4"
LOL
typ
1’-5"
MSE Ret Wall
No. 3 "RW3"
LOL
"SR99" Line
shld
Traffic sign,
see "ROAD PLANS"
1’-0" 1’-0"
Conc Barrier
Type 60,
see "ROAD
PLANS"
10’-0"
max &
varies
Conc
Barrier
Type 732
Mod, typ
Top of concrete barrier
(Type 732 Mod)
PART PLAN
"SR 99" Line
Datum
Elev
0.00
4 L
anes @
12’ =
48’
4 L
anes @
12
’ =
4
8’ m
in
& varies
shld
shld
"SR 99" Line Sta 605+06.44,
70.42’ Rt
MSE Wall No. 3
"RW3" LOL
N 03^42’15" E
A
BB
BB
Chain Link
Railing Type 7
(Mod)
A
Abut 1
Conc slope
paving
TYPICAL SECTION
-2%
Top of
wall =
Top of
barrier
slab
-2%
Top of wall =
Top of barrier
slab
1" = 30’
B
C
Barrier slab,
typ
Mechanically
Stabilized
Embankment
(MSE) Wall
GENERAL PLAN NO. 3
PART ELEVATION
1" = 30’
1" = 10’
OG at front
face of wall
"TURNER STATION
OVERHEAD (REPLACE)",
see other Plans
this contract
"TURNER STATION
OVERHEAD (REPLACE)",
see other Plans
this contract
Match
L
in
e "S
R 9
9" L
in
e
Sta 6
02
+6
0.0
0, see "G
EN
ER
AL
P
LA
N N
O. 2
" sh
eet
MSE Wall No 3 measured 1634’-11�" along "RW3" LOL
End Barrier Slab
End MSE Wall & Concrete
Barrier Type 732 (Mod)
Structure Approach Type N(30S),
B
C
Exist TBB to be removed, see
see "TURNER STATION OVERHEAD
(REPLACE)" PLANS.
Top of wall/
barrier slab
"SR 99" Line Sta 605+23.77, 71.90’ Rt
End Barrier Slab
NOTES:
1. For MSE Walls "GENERAL NOTES", see
"MECHANICALLY STABILIZED EMBANKMENT
2.
DETAIL No. 2" sheet.
For Traffic Staging, see ’ROAD PLANS’.
Note:
For additional information,
see "MSE WALL DETAILS NO. 1"
sheet.
Toe of exist
slope
Toe of exist
slope
Top of exist
slope
Top of exist
slope
MSE Wall No. 4 "RW4" LOL
See "MSE WALL NO. 4" Plans
Top of leveling
pad elevation,
see "ELEVATION"
C
Gray Color Split Face
Texture Architectural
treatment, typ
"ROAD PLANS".
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 450 504
10-17-11
200’-0"¨
Typ
Typ
5’-0"
2-45^Angles, Typ
UNDERDRAIN, Typ
-2% Typ
Cleanout, Typ
Drainage Outllet, Typ
1
1 REVISED PER
ADDENDUM No. 1
DATED APRIL 11, 2012
1
23
29E0004
MSE RETAINING WALL NO. 3
28
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING
K. GRISWELL
No Scale
LIMITS OF EXCAVATION
EXCAVATION BACKFILL
CLEANOUT
PIPE
OUTLET
PIPE
ROADWAY SECTION WITH
BASE WIDTH 16’ OR GREATER
ROADWAY SECTION WITH
BASE WIDTH LESS THAN 16’
xs13-020-6e
No Scale
No Scale
D102D102
ROBERTO LACALLEMECHANICALLY STABILIZED EMBANKMENT
DETAIL NO. 6
FILE
NO.
DIVISION OF
ENGINEERING SERVICES
NOTES:
1. Limits to FS except to GP when in roadway section.
3. Maximum spacing of outlet pipes is 200 ft.
4. At sags in profile of underdrain, install outlet
pipe for each direction of flow.
OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN
SLOPING FINISHED SURFACE
LIMITS OF BACKFILL
10.97
1 Deleted Detail
1
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
. .
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
..
..
.. .
.
.
. .
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
..
.
.
.
.
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08)
APPROVAL DATE
APPROVED BY
RESPONSIBLE TECHNICAL SPECIALIST
5-6-08
RELEASED BY
RELEASE DATE 5-6-08
RESPONSIBLE OFFICE CHIEF
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
BRIDGE NO.
POST MILE
USERNAME => s1244 29e0004-
DA
TE
PL
OT
TE
D =
>1
0-A
PT
IM
E P
LO
TT
ED
=>
10:55
Note 1
OG
FS
GP
Layout line
Existing
ground line
H, W
all height
Leveling pad
1’-0"
Base width
1’-0"
3’-0" 3’-0" 3’-0"
1’-6
"
Limits of structure excavation
Limits of structure backfill
Limits of permeable material
Original ground
Planned finished surface
Planned grading plane
1’-0" above Elev. top
welded wire mats
Note 1
Base width
1’-0"
6"
1’-0"
Note 2
1’-0"
Note 1
Base width1’-0"
6"
Note 2
FSGP
FSGP
6"
1’-0"
1’-0"Base width
6"
1’-0"
16’-0"
LEGENDABBREVIATIONS
FS or excavation limits
FS
REGISTERED ENGINEER - CIVIL
.DIST ROUTE
CIVIL
Exp.
No.
PLANS APPROVAL DATE
TOTAL PROJECT
SHEET
NO.
TOTALCOUNTY
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
SHEETS
POST MILES
C67068
9-30-12
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
OFSHEET
5-3-10
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
UNIT:
PROJECT NUMBER & PHASE:
REVISION DATES
CONTRACT NO.:
1455
10-0E6121 2-4-11
� 8" Underdrain
FS
2
2 Revised Detail
10000204411 5-19-11
6-24-11
6-24-11
SHARIQ PERVAIZ
10 SJ 99 10.6/14.9 470 504
10-17-111
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
3 Revised Detail
3
2
2
D1025. For Details not shown, see .
2. Locate 4"` Min smoothed wall PVC or 8" Min Corrugated
HDPE perforated underdrain such that it drains 6" ¨ above FG at face of wall.
*Use Reverse Slope for Cleanout Pipe.
Cleanout/
Outlet Pipe
6"
Typ
1’-6" Min
S=2% Min *
S=2% Min *
� 4" ` Min Underdrain � 4" ` Min Underdrain
.
. .
.
. .
.
.
...
.. . .
.
...
.
Cleanout/
Outlet Pipe
6"
Typ
1’-6" Min
D102
Note 2
STANDARD PLAN SHEET NO.
DETAIL NO.
CALTRANS STANDARD
PLANS DATED MAY 2006
INDEX TO PLANS:
Leveling pad
To Modesto
N 01^09’53" W
Exist West Frontage Rd
To Stockton
Exist East Frontage Rd
N 01^09’53" W
10
’ 1’
1’
10
’1
0’
1" = 30’
1" = 30’
OG at front
face of wall
Indicates direction of
traffic.
Indicates top of wall elevation,
Indicates top of leveling pad,
elevation, see "WALL PANEL
1
A
A
LEGEND:
Indicates new construction.
Indicates existing feature.
see "WALL PANEL LAYOUT" sheets.
LAYOUT" sheets.
Drainage Inlet, typ, see "ROAD PLANS" for locations.
See "MSE WALL DETAILS NO. 3" sheet for details.
590+00 595+009 591+00 592+00 593+00 594+00
589+00 590+00 591+00 592+00 593+00 594+00 595+00
US
ER
NA
ME
=>
s1244
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
29e0005-FILE =>
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
0:5
51
0-A
P
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
10.97
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
c
o
n
t
r
o
l
l
i
n
g
f
i
e
l
d
d
i
m
e
n
s
i
o
n
s
b
e
f
o
r
e
o
r
d
e
r
i
n
g
o
r
f
a
b
r
i
c
a
t
i
n
g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
No.
Exp.
CIVIL
E
D
PR O F E S S I O
NA
L
EN
GI
NE
ER
S
TAT
EOF CALI F O R N
I A
RE
GI
ST
ER
SHARIQ PERVAIZ
C67068
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455REVISION DATES
5-3-10 2-4-11
PERMIT DESIGN VEHICLE
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
S PERVAIZ
T KENG
T KENG
S PERVAIZ
T KENG
T KENG
J MANISCALCO
LIVE LOADING: HS20-44 AND ALTERNATIVE AND
9-30-12
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
LOAD & RESISTANCE
FACTOR DESIGN
T KENG J VOUGHT
10000204411 5-19-11
29E0005 MSE WALL NO. 4
296-24-11
6-24-11
A10A
A10B
A10C
A10D
A76A
B11-55
ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2)
ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2)
SYMBOLS (SHEET 1 of 2)
SYMBOLS (SHEET 2 of 2)
CONCRETE BARRIER TYPE 60
C
O
N
C
R
E
T
E
B
A
R
R
I
E
R
T
Y
P
E
7
3
2
Datum
Elev 0.00
MSE Wall No. 4 "RW4" LOL
Top of wall/
barrier slab
Top of concrete barrier
(Type 732 Mod)
"SR 99" Line Sta 589+12.31, 58.42’ Lt
Begin MSE Wall No. 4 "RW4" LOL
"SR 99" Line Sta 594+01.98,
58.42’ Lt
N 02^18’38" W
PART PLAN
Note: Concrete barrier (Type 60D) not shown for clarity
"SR 99" Line
Match
Lin
e "
SR
99
" L
in
e
Sta 5
95
+4
0.0
0,
see
"G
EN
ER
AL
PL
AN
NO
. 2
" s
heet
Match
Lin
e "
SR
99
" L
in
e S
ta 5
95
+4
0.0
0
see "
GE
NE
RA
L P
LA
N N
O. 2" s
heet
CIP Retaining Wall
Type 1A
3 L
anes
@ 1
2’
= 3
6’
@ 1
2’
= 3
6’
3 L
an
es
shld
shld
Barrier slab,
typ
Mechanically Stabilized
Embankment (MSE) Wall
PART ELEVATION
MSE Wall No 4 measured 1695’-0�" along "RW4" LOL
Retaining Wall No. 2,
see "ROAD PLANS"
Retaining Wall No. 1,
see "ROAD PLANS"
GENERAL PLAN NO. 1
Begin MSE Wall, Concrete Barrier
Type 732 (Mod), Barrier Slab &
Concrete Barrier (Type 60D)
NOTES:
1. For MSE Walls "GENERAL NOTES", see
"MECHANICALLY STABILIZED EMBANKMENT
DETAIL No. 2" sheet.
RSP
CIP Retaining
Wall Type 1A,
see "ROAD PLANS"
MSE Wall No. 3 "RW3" LOL
See "MSE WALL No. 3" Plans
GENERAL PLAN NO. 1
GENERAL PLAN NO. 2
GENERAL PLAN NO. 3
FOUNDATION PLAN NO. 1
FOUNDATION PLAN NO. 2
FOUNDATION PLAN NO. 3
WALL PANEL LAYOUT No. 1
WALL PANEL LAYOUT No. 2
WALL PANEL LAYOUT No. 3
WALL PANEL LAYOUT No. 4
WALL PANEL LAYOUT No. 5
WALL PANEL LAYOUT No. 6
WALL PANEL LAYOUT No. 7
WALL PANEL LAYOUT No. 8
WALL PANEL LAYOUT No. 9
MSE WALL DETAILS NO. 1
MSE WALL DETAILS NO. 2
MSE WALL DETAILS NO. 3
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 1
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 2
M
E
C
H
A
N
I
C
A
L
L
Y
S
T
A
B
I
L
I
Z
E
D
EMBANKMENT - DETAIL No. 3
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 4
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 5
MECHANICALLY STABILIZED
EMBANKMENT - DETAIL No. 6
LOG OF TEST BORINGS NO. 1
LOG OF TEST BORINGS NO. 2
LOG OF TEST BORINGS NO. 3
LOG OF TEST BORINGS NO. 4
LOG OF TEST BORINGS NO. 5
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
Gray Color Split Face
Texture Architectural
treatment, typ
Reza Erfanian
6/24/11
QUANTITIES
MSE WALL NO. 4 BR NO 29E0005
10 SJ 99 10.6/14.9 476 504
10-17-11
MECHANICALLY STABILIZED EMBANKMENT, LOCATION B 27,872 SQFT
STRUCTURAL CONCRETE, BARRIER SLAB 787 CY
CONCRETE BARRIER (TYPE 732 MODIFIED) 1,696 LF
Cleanout, Typ Drainage Outlet, Typ
Underdrain, Typ
5’-0"
Typ
200’-0"+-
Typ
2-45^Angles, Typ
2%, Typ
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
1
1
Leveling pad
To Modesto
N 01^09’53" W
Exist West Frontage Rd
To Stockton
10
’ 1’
1’
10’
10’
Exist East
Frontage Rd
N 01^09’53" W
1" = 30’
2
BIndicates direction of
traffic.
A18" dia exist storm drain
Indicates top of wall elevation,
Indicates top of leveling pad,
elevation, see "WALL PANEL
B Drainage Inlet, typ, see
"ROAD PLANS" for locations.
See "MSE WALL DETAILS
NO. 3" sheet for details.
LEGEND:
to be removed, see "ROAD PLANS".
see "WALL PANEL LAYOUT" sheets.
LAYOUT" sheets.
Indicates new construction.
Indicates existing feature.
MSE Wall No 4 measured 1695’-0�" along "RW4" LOL
A
US
ER
NA
ME
=>
s1244
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
29e0005-FILE =>
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
0:5
51
0-A
P
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
10.97
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
c
o
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o
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i
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f
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e
l
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i
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s
i
o
n
s
b
e
f
o
r
e
o
r
d
e
r
i
n
g
o
r
f
a
b
r
i
c
a
t
i
n
g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
No.
Exp.
CIVIL
E
D
PR O F E S S I O
NA
L
EN
GI
NE
ER
S
TAT
EOF CALI F O R N
I A
RE
GI
ST
ER
SHARIQ PERVAIZ
C67068
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455REVISION DATES
5-3-10 2-4-11
PERMIT DESIGN VEHICLE
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
S PERVAIZ
T KENG
T KENG
S PERVAIZ
T KENG
T KENG
J MANISCALCO
LIVE LOADING: HS20-44 AND ALTERNATIVE AND
9-30-12
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
LOAD & RESISTANCE
FACTOR DESIGN
T KENG J VOUGHT
10000204411 5-19-11
29E0005 MSE WALL NO. 4
296-24-11
6-24-11
600+00596+00 597+00 598+00 599+00 601+00 602+00
596+00 597+00 598+00 599+00 600+00 601+00 602+00
shld
Datum
Elev 0.00
Top of wall/
barrier slab
Top of concrete barrier
(Type 732 Mod)
"SR 99" Line Sta 600+01.98,
70.42’ Lt
N 02^18’38" W
PART PLAN
Note: Concrete barrier (Type 60D) not shown for clarity
"SR 99" Line
Match
Lin
e "
SR
99
" L
in
e
Sta 5
95
+4
0.0
0,
see "
GE
NE
RA
L P
LA
N N
O.
1" s
heet
Match
Lin
e "
SR
99
" L
in
e S
ta 5
95
+4
0.0
0
see "
GE
NE
RA
L P
LA
N N
O.
1" s
heet
A
3 L
anes
@ 1
2’ =
36’ m
in
& varies
@ 1
2’
= 3
6’
3 L
anes
shld
1" = 30’
Barrier slab,
typ
Mechanically Stabilized
Embankment (MSE) Wall
Match
Lin
e "
SR
99
" L
in
e S
ta 6
02
+6
0.0
0
see "
GE
NE
RA
L P
LA
N N
O.
3" s
heet
Match
Lin
e "
SR
99
" L
in
e S
ta 6
02
+6
0.0
0
see "
GE
NE
RA
L P
LA
N N
O. 3" s
heet
GENERAL PLAN NO. 2
PART ELEVATION
Electrolier, see
"ROAD PLANS", typ
OG at front
face of wall
"SR 99" Line Sta 600+48.17,
End Conc Barrier Type 60D
1. For MSE Walls "GENERAL NOTES", see
"MECHANICALLY STABILIZED EMBANKMENT
DETAIL No. 2" sheet.
Toe of exist
slope
Toe of exist
slope
NOTES:
End Conc Barrier (Type 60D)
MSE Wall No. 3 "RW3" LOL
See "MSE WALL No. 3" Plans
Gray Color Split Face
Texture Architectural
treatment, typ
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 477 504
10-17-11
5’-0"
Typ
200’+-
Typ
-2%, Typ
CLEANOUT, Typ DRAINAGE OUTLET, Typ
UNDERDRAIN, Typ2-45^
ANGLES, Typ
1 1 REVISED PER ADDENDUM
No. 1 DATED APRIL 11, 2012
1
To Modesto
N 01^09’53" W
Exist West Frontage Rd
T
o
S
t
o
c
k
t
o
n
10’ 1
’1’
10’
N 01^09’53" W
10
’
N 03^42’15" E
N 02^18’38" W
"FR3" Line
SB On Ramp
S 6
9^00’30" E
¨
S 6
8^21’16" E
"French1"
Line
"FR1" Line
NB Off
Ramp
Leveling
pad, typ
Welded wire
mat, typ
MSE wall
panel,
typ
Barrier
slab, typ
Match
L
in
e "S
R 9
9" L
in
e S
ta 6
02
+6
0.0
0
see "
GE
NE
RA
L P
LA
N N
O.
2" s
heet
French
Camp Road
"SR 99" Line Sta 606+07.20, 70.42’ Lt
End MSE Wall No. 4 "RW4 LOL"
� Exist UPRR
track
Indicates direction of
traffic.
A
Indicates top of wall elevation,
Indicates top of leveling pad,
elevation, see "WALL PANEL
Leveling pad
A76A
3
D Drainage Inlet, typ, see
"ROAD PLANS" for locations.
See "MSE WALL DETAILS
NO. 3" sheet for details.
D
LEGEND:
Indicates new construction.
Indicates existing feature.
see "WALL PANEL LAYOUT" sheets.
LAYOUT" sheets.
605+00603+00 604+00 606+00 607+00
7+00
6+00
5+00
7+00
108+
00
6+00
107+
00
106+
00
603+00 604+00 605+00 606+00
US
ER
NA
ME
=>
s1244
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
STATE OF CALIFORNIAPROJECT ENGINEER
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN
DETAILS
QUANTITIES
BY CHECKED
SPECIFICATIONS
CHECKED
PLANS AND SPECS
COMPARED
BY
BY
LAYOUT
29e0005-FILE =>
BRIDGE NO.
CHECKED
CHECKEDBY
BY
POST MILES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
0:5
51
0-A
P
JOHN A. KLEMUNES, JR.
J VOUGHT
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
10.97
Note:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
c
o
n
t
r
o
l
l
i
n
g
f
i
e
l
d
d
i
m
e
n
s
i
o
n
s
b
e
f
o
r
e
o
r
d
e
r
i
n
g
o
r
f
a
b
r
i
c
a
t
i
n
g
a
n
y
m
a
t
e
r
i
a
l
s
.
DIST COUNTY ROUTESHEET TOTAL
NoTOTAL PROJECT SHEETS
POST MILES
PLANS APPROVAL DATE
REGISTERED CIVIL ENGINEER
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
No.
Exp.
CIVIL
E
D
PR O F E S S I O
NA
L
EN
GI
NE
ER
S
TAT
EOF CALI F O R N
I A
RE
GI
ST
ER
SHARIQ PERVAIZ
C67068
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OFUNIT:
PROJECT NUMBER & PHASE: 10-0E6121CONTRACT NO.:
1455REVISION DATES
5-3-10 2-4-11
PERMIT DESIGN VEHICLE
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
S PERVAIZ
T KENG
T KENG
S PERVAIZ
T KENG
T KENG
J MANISCALCO
LIVE LOADING: HS20-44 AND ALTERNATIVE AND
9-30-12
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
LOAD & RESISTANCE
FACTOR DESIGN
T KENG J VOUGHT
10000204411 5-19-11
29E0005 MSE WALL NO. 4
296-24-11
6-24-11
UP
RR
R/W
UP
RR
R/W
Approx.
OG
-5% &
varies -5% &
varies
Roadway
pavement
section, see
"ROAD PLANS"
Exist SB SR99 Exist NB SR99
Traveled way
36’-0" min & varies
58’-5" min & varies
10’-0" 10’-0"
shld shld
58’-5" min & varies
36’-0" min & varies
Traveled wayshld
10’-0"
MSE Ret Wall
No. 4 "RW4"
LOL
typ
1’-5"
MSE Ret Wall
No. 3 "RW3"
LOL
"SR99" Line
shld
Traffic sign,
see "ROAD PLANS"
1’-0" 1’-0"
Conc Barrier
Type 732 Mod, typ Conc Barrier
Type 60,
see "ROAD
PLANS"
10’-0"
max &
varies
MSE Wall No 4 measured 1695’-0�" along "RW4" LOL
Top of concrete barrier
(Type 732 Mod)
PART PLAN
"SR 99" Line
Datum
Elev
0.00
4 L
anes @
12’ =
48’
4 L
anes @
12
’ =
4
8’ m
in
& varies
shld
shld MSE Wall No. 4
"RW4" LOL
N 03^42’15" E
A
BB
BBA
Abut 1
Conc slope
paving
TYPICAL SECTION
-2%
Top of
wall =
Top of
barrier
slab-2%
Top of wall =
Top of barrier
slab
1" = 30’
B
C
C
Barrier slab,
typ
Top of leveling
pad elevation,
see "ELEVATION"
GENERAL PLAN NO. 3
PART ELEVATION
1" = 30’
1" = 10’
OG at front
face of wall
"TURNER STATION
OVERHEAD (REPLACE)",
see other Plans
this contract
Match
L
in
e "S
R 9
9" L
in
e
Sta 6
02
+6
0.0
0, see "G
EN
ER
AL
P
LA
N N
O. 2
" sh
eet
End Barrier Slab
End MSE Wall & Concrete
Barrier Type 732 (Mod)
"SR 99" Line Sta 605+66.25, 70.42’ Lt
End Barrier Slab
Structure Approach Type N(30S),
B
C
Exist TBB to be removed, see
see "TURNER STATION OVERHEAD
(REPLACE)" PLANS.
Top of wall/
barrier slab
NOTES:
1. For MSE Walls "GENERAL NOTES", see
"MECHANICALLY STABILIZED EMBANKMENT
2.
DETAIL No. 2" sheet.
For Traffic Staging, see ’ROAD PLANS’.
Note:
For additional information,
see "MSE WALL DETAILS NO. 1"
sheet.
Toe of exist
slope
Toe of exist
slope
Top of exist
slope
Top of exist
slope
MSE Wall No. 3
"RW3" LOL See
"MSE WALL No. 3"
Plans
Gray Color Split Face
Texture Architectural
treatment, typ
Mechanically Stabilized
Embankment (MSE) Wall
Chain Link Railing
Type 7 (Mod)
"TURNER STATION OVERHEAD
(REPLACE)", see other Plans
this contract
Lighting Standard
Type 21
"ROAD PLANS".
Concrete Barrier Type 60D,
where occurs, see "ROAD PLANS".
Reza Erfanian
6/24/11
10 SJ 99 10.6/14.9 478 504
10-17-11
200’+-
5’-0"
Typ Typ
2-45^
ANGLES, TypUNDERDRAIN, Typ
-2%, Typ
1 REVISED PER ADDENDUM
No. 1 DATED APRIL 11, 2012
1
1
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING
K. GRISWELL
xs13-020-6e
ROBERTO LACALLEMECHANICALLY STABILIZED EMBANKMENT
DETAIL NO. 6
FILE
NO.
DIVISION OF
ENGINEERING SERVICES10.97
1 Deleted Detail
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08)
APPROVAL DATE
APPROVED BY
RESPONSIBLE TECHNICAL SPECIALIST
5-6-08
RELEASED BY
RELEASE DATE 5-6-08
RESPONSIBLE OFFICE CHIEF
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
BRIDGE NO.
POST MILE
USERNAME => s1244 29e0005-
DA
TE
PL
OT
TE
D =
>1
0-A
PT
IM
E P
LO
TT
ED
=>
11:45
1’-0"
REGISTERED ENGINEER - CIVIL
.DIST ROUTE
CIVIL
Exp.
No.
PLANS APPROVAL DATE
TOTAL PROJECT
SHEET
NO.
TOTALCOUNTY
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
SHEETS
POST MILES
C67068
9-30-12
HDR ENGINEERING, INC.
2365 IRON POINT ROAD, SUITE 300
FOLSOM, CA 95630
STOCKTON, CA 95202
SAN JOAQUIN COUNCIL OF GOVERNMENTS
555 E. WEBER AVE.
OFSHEET
5-3-10
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
UNIT:
PROJECT NUMBER & PHASE:
REVISION DATES
CONTRACT NO.:
1455
10-0E6121 2-4-11
2 Revised Detail
10000204411 5-19-11
29E0005
MSE RETAINING WALL NO. 4
24 29
6-24-11
6-24-11
SHARIQ PERVAIZ
499
3 Revised Detail
D102
Leveling pad
1’-0"
Base width
1’-0"
10 10.6/14.9 504
10-17-11
SJ 99
No Scale
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
. .
.
.
.
.
.
.
.
. ..
.
.
.
.
Leveling pad
1’-0" 1’-0"
2
1
1’-0" 1’-0"
OG
FS
ABBREVIATIONS
3
5. For Details not shown, see .
No Scale
1 REVISED PER ADDENDUM No. 1 DATED APRIL 11, 2012
3
NOTES:
1. Limits to FS except to GP when in roadway section.
3. Maximum spacing of outlet pipes is 200 ft.
4. At sags in profile of underdrain, install outlet
pipe for each direction of flow.
3 2. Locate 4"` Min smoothed wall PVC or 8" Min Corrugated
HDPE perforated underdrain such that it drains 6" ¨ above FG at face of wall.
LIMITS OF EXCAVATION
EXCAVATION BACKFILL
CLEANOUT
PIPE
OUTLET
PIPE
No Scale
No Scale
OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
. .
.
.
.
.
.
.
.
. ..
.
.
.
.
GP
Layout line
Existing
ground line
H, W
all height
Base width
1’-0"
3’-0" 3’-0" 3’-0"
1’-6"
Limits of structure excavation
Limits of structure backfill
Limits of permeable material
Original ground
Planned finished surface
Planned grading plane
LEGEND
FS or excavation limits
FS
2
No ScaleNo Scale
D102
SLOPING FINISHED SURFACE1
.. .
.
.
. .
.
.
.
.
.
.
.
.
.
1’-0" above Elev. top
welded wire mats
Note 1
Base width
1’-0"
6"
1’-0"
Note 2
FS
� 8" Underdrain
ROADWAY SECTION WITH
BASE WIDTH 16’ OR GREATER
ROADWAY SECTION WITH
BASE WIDTH LESS THAN 16’
D102
LIMITS OF BACKFILL
.
.
.
.
..
.
.
.
.
..
..
.
.
.
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Note 1
1’-0"
Note 1
Base width1’-0"
6"
Note 2
FSGP
FSGP
6"
1’-0"
1’-0"Base width
6"
1’-0"
16’-0"
2
2
*Use Reverse Slope for Cleanout Pipe.
Cleanout/
Outlet Pipe
6"
Typ
1’-6" Min
S=2% Min *
S=2% Min *
� 4" ` Min Underdrain � 4" ` Min Underdrain
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Cleanout/
Outlet Pipe
6"
Typ
1’-6" Min
D102
Note 2