R 6 REVISED PER ADDENDUM No. 6 DATED MAY 5, 2011 · sheet no. total sheets state of california -...
7
x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION No. Exp. R E G I S T E R E D P R O F E S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED => USERNAME => trmar 713820ib DATE PLOTTED => 10:45 16-MA DGN FILE => RELATIVE BORDER SCALE IS IN INCHES CHECKED BY CALCULATED- DESIGNED BY REVISED BY DATE REVISED 0 1 2 3 PLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISOR 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. BORDER LAST REVISED 4/11/2008 R CU 07271 EA 138201 00-00-00 07 LA URS CORPORATION 915 WILSHIRE BOULEVARD SUITE 700 LOS ANGELES, CA 90017 ALAMEDA CORRIDOR TRANSPORTATION AUTHORITY ONE CIVIC PLAZA, SUITE 350 CARSON, CA 90745 Exc Emb STATION CY TOTAL SHAHRAM VAHDAT 3.5/4.6, 0.0/1.1 JERRY GANTNY YOUNG YOON RICHARD F. NORTON C41646 12/31/11 CIVIL 1003 01/31/11 FL Elev 5.59 FL Elev 5.09 a 45.74’ Lt 423+01.26 "E" LINE =11+57.62 GCP APRON TG=11.25’ H=6.2’ FL Elev -2.77 FL Elev -2.78 FL Elev -4.31 FL Elev -4.55 FL Elev -4.99 b e f 24" RCP 305.4’ j k 41.33’ Rt 431+23.74 "E" LINE =20+44.44 GCP APRON TG=2.07’ H=6.6’ m FL Elev -4.32 FL Elev -4.54 24" RCP 43.8’ o 24" RCP 86.4’ n S=2.00% S=0.39% S=0.50% S=0.50% S=0.50% 35 a FL Elev 0.97 36 a 33 a FL Elev 6.09 34 a FL Elev 0.23 c d 33.20’ Lt 425+12.62 "E" LINE =13+65.23 12" APC Conn 28.84’ Lt 425+49.67 "E" LINE =14+02.27 12" APC Conn 31 DRAINAGE SYSTEM No. FL Elev -4.59 40 l a 32 l 12" APC 12" APC FL Elev -5.00 FL Elev -5.17 p 24" RCP 17.1’ FL Elev -6.17 FL Elev -8.15 q s r 24" RCP 198.5’ S=1.00% 97.24’ Rt 434+44.64 "E" LINE =23+53.90 FUTURE EXTENSION 46 DRAINAGE SYSTEM No. 19+00.00 MATCH LINE SEE BELOW LEFT 19+00.00 MATCH LINE SEE ABOVE RIGHT S=1.00% FL Elev -5.67 49 a FL Elev -0.92 FL Elev -1.42 18" RCP 325.4’ FL Elev -1.92 FL Elev -2.25 FL Elev -2.26 S=0.50% g 24" RCP 131.4’ h i 67.49’ Rt 429+35.76 "E" LINE =18+46.74 EC 70.53’ Rt 429+83.05 "E" LINE =18+91.71 BC 74.48’ Rt 430+50.47 "E" LINE =19+55.63 EC/BC FL Elev -2.77 a 50 24" RCP 65.9’ 58.80’ Rt 427+70.91 "E" LINE =16+89.26 GCP APRON BC TG=12.45’ H=15.2’ 18.83’ Lt 426+32.83 "E" LINE =14+86.02 GCP APRON TG=4.53’ H=6.5’ 79.06’ Rt 430+94.72 "E" LINE =19+97.62 EC GCP APRON TG=-0.56’ H=3.7’ 55.31’ Rt 432+15.29 "E" LINE =21+33.80 GCP APRON TG=-0.26’ H=4.7’ 60.65’ Rt 432+35.55 "E" LINE =21+53.90 GCP APRON TG=-0.54’ H=5.6’ 35.81’ Rt 431+21.48 "E" LINE =23+12.94 14.39’ Lt 426+27.83 "E" LINE =17+60.11 50.40’ Rt 432+16.33 "E" LINE =24+05.88 92.27’ Rt 434+45.21 "E" LINE =26+26.36 FL Elev 13.57 FL Elev 10.00 FL Elev -4.22 FL Elev -4.56 FL Elev -5.28 FL Elev -4.99 FL Elev -8.15 FL Elev 13.64 FL Elev 6.00 FL Elev 2.59 FL Elev -4.31 FL Elev -4.54 53.56’ Rt 427+60.19 "E" LINE =19+48.26 BC 53.56’ Rt 427+60.19 "E" LINE =19+48.26 EC 53.56’ Rt 427+60.19 "E" LINE =19+48.26 BC 53.56’ Rt 427+60.19 "E" LINE =19+48.26 EC/BC 73.70’ Rt 430+92.37 "E" LINE =22+65.87 EC 44.32’ Rt 426+27.83 "E" LINE =18+18.83 40.82’ Rt 422+84.89 "E" LINE =14+20.13 62.97’ Lt 420+09.99 "E" LINE =11+48.31 52.91’ Lt 419+34.66 "E" LINE =10+72.31 15.89’ Rt 419+38.84 "E" LINE =10+00.00 15.87’ Rt 419+41.98 "E" LINE =10+03.14 a a 49.90’ Rt 426+32.83 "E" LINE =15+54.91 GCP APRON TG=19.92’ H=22.1’ 24" STEEL PIPE 726.4’ OG FG OG OG DP-7 DRAINAGE PROFILE 0 10 20 -10 -20 SCALE: Horiz 1" = 50’ Vert 1" = 10’ 20 10 0 -10 -20 20 10 0 -10 -20 20 10 0 -10 -20 -10 -20 0 10 20 -10 -20 64A 4 4 ADDED PER ADDENDUM No. 4 DATED APRIL 8, 2011 10-11-10 47,103 6 6 REVISED PER ADDENDUM No. 6 DATED MAY 5, 2011 24" WELDED STEEL PIPE 900.0’ 7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011 7 7 OG FG FG
Transcript of R 6 REVISED PER ADDENDUM No. 6 DATED MAY 5, 2011 · sheet no. total sheets state of california -...
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.
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
TIM
E P
LO
TT
ED
=>
USERNAME => trmar
713820ib
DA
TE
PL
OT
TE
D =
>
10:45
16
-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00
-0
0-0
0
07 LA
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIC PLAZA, SUITE 350
CARSON, CA 90745
Exc
Emb
STATION
CY
TOTAL
SH
AH
RA
M V
AH
DA
T
3.5/4.6,
0.0/1.1
JE
RR
Y G
AN
TN
Y
YO
UN
G Y
OO
N
RICHARD
F. NORTON
C41646
12/31/11
CIVIL
1003
01/31/11
FL Elev
5.59FL Elev
5.09
a
45
.7
4’ L
t 4
23
+0
1.2
6
"E
" L
IN
E =
11
+5
7.6
2
GC
P A
PR
ON
TG
=11.25’ H
=6.2’
FL Elev
-2.77
FL Elev
-2.78
FL Elev
-4.31
FL Elev
-4.55
FL Elev
-4.99
b
e
f
24" RCP
305.4’
j
k
41.33’ R
t 431+
23.74
"E
" L
IN
E =
20
+4
4.4
4
GC
P A
PR
ON
TG
=2.07’ H
=6.6’
m
FL Elev
-4.32
FL Elev
-4.54
24" RCP
43.8’
o
24" RCP
86.4’n
S=2.00%
S=0.39%S=0.50% S=0.50%
S=0.50%
35 aFL Elev
0.97
36 a
33 aFL Elev
6.09
34 aFL Elev
0.23
c d
33.20’ L
t 425+
12.62
"E
" L
IN
E =
13
+6
5.2
3
12" A
PC
Conn
28
.8
4’ L
t 4
25
+4
9.6
7
"E
" L
IN
E =
14
+0
2.2
7
12" A
PC
Conn
31DRAINAGE SYSTEM No.FL Elev
-4.5940l
a32
l
12" APC
12" APC
FL Elev
-5.00
FL Elev
-5.17
p24" RCP
17.1’
FL Elev
-6.17
FL Elev
-8.15
q s
r24" RCP
198.5’
S=1.00%
97.24’ R
t 434+
44.64
"E
" L
IN
E =
23
+5
3.9
0
FU
TU
RE
EX
TE
NS
IO
N
46DRAINAGE SYSTEM No.
19+
00.0
0 M
AT
CH
LIN
E
SE
E B
EL
OW
LE
FT
19
+0
0.0
0 M
AT
CH
LIN
E
SE
E A
BO
VE
RIG
HT
S=1.00%
FL Elev
-5.6749
a
FL Elev
-0.92
FL Elev
-1.42
18" RCP
325.4’
FL Elev
-1.92
FL Elev
-2.25
FL Elev
-2.26
S=0.50%
g
24" RCP
131.4’
h
i
67
.4
9’ R
t 4
29
+3
5.7
6
"E
" L
IN
E =
18
+4
6.7
4
EC
70.53’ R
t 429+
83.05
"E
" L
IN
E =
18
+9
1.7
1
BC
74.48’ R
t 430+
50.47
"E
" L
IN
E =
19
+5
5.6
3
EC
/BC
FL Elev
-2.77a50
24"
RCP
65.9’
58.80’ R
t 427+
70.91
"E
" L
IN
E =
16
+8
9.2
6
GC
P A
PR
ON
BC
TG
=12.45’ H
=15.2’
18
.8
3’ L
t 4
26
+3
2.8
3
"E
" L
IN
E =
14
+8
6.0
2
GC
P A
PR
ON
TG
=4.53’ H
=6.5’
79.06’ R
t 430+
94.72
"E
" L
IN
E =
19
+9
7.6
2
EC
GC
P A
PR
ON
TG
=-0
.5
6’ H
=3
.7
’
55.31’ R
t 432+
15.29
"E
" L
IN
E =
21
+3
3.8
0
GC
P A
PR
ON
TG
=-0
.2
6’ H
=4
.7
’
60.65’ R
t 432+
35.55
"E
" L
IN
E =
21
+5
3.9
0
GC
P A
PR
ON
TG
=-0.54’ H
=5.6’
35.81’ R
t 431+
21.48
"E
" L
IN
E =
23
+1
2.9
4
14
.3
9’ L
t 4
26
+2
7.8
3
"E
" L
IN
E =
17
+6
0.1
1
50.40’ R
t 432+
16.33
"E
" L
IN
E =
24
+0
5.8
8
92
.2
7’ R
t 4
34
+4
5.2
1
"E
" L
IN
E =
26
+2
6.3
6
FL Elev
13.57FL Elev
10.00
FL Elev
-4.22FL Elev
-4.56
FL Elev
-5.28
FL Elev
-4.99FL Elev
-8.15
FL Elev
13.64
FL Elev
6.00FL Elev
2.59
FL Elev
-4.31FL Elev
-4.54
53.56’ R
t 427+
60.19
"E
" L
IN
E =
19
+4
8.2
6
BC
53.56’ R
t 427+
60.19
"E
" L
IN
E =
19
+4
8.2
6
EC
53.56’ R
t 427+
60.19
"E
" L
IN
E =
19
+4
8.2
6
BC
53.56’ R
t 427+
60.19
"E
" L
IN
E =
19
+4
8.2
6
EC
/BC
73.70’ R
t 430+
92.37
"E
" L
IN
E =
22
+6
5.8
7
EC
44
.3
2’ R
t
426+
27.8
3
"E
" L
IN
E
=1
8+
18
.83
40
.8
2’ R
t
422+
84.8
9
"E
" L
IN
E
=1
4+
20
.13
62.97’ L
t
420+
09.9
9
"E
" L
IN
E
=11+
48.3
1
52.91’ L
t
419+
34.66
"E
" L
IN
E
=1
0+
72
.31
15
.8
9’ R
t
419+
38.8
4
"E
" L
IN
E
=1
0+
00
.00
15
.8
7’ R
t
419+
41.9
8
"E
" L
IN
E
=1
0+
03
.14
a
a
49
.9
0’ R
t
426+
32.8
3
"E
" L
IN
E
=1
5+
54
.9
1
GC
P A
PR
ON
TG
=19.92’
H=
22.1
’
24" STEEL PIPE
726.4’
OG
FG
OG
OG
DP-7
DRAINAGE PROFILE
0
10
20
-10
-20
SCALE: Horiz 1" = 50’
Vert 1" = 10’
20
10
0
-10
-20
20
10
0
-10
-20
20
10
0
-10
-20
-10
-20
0
10
20
-10
-20
64A
4
4 ADDED PER ADDENDUM No. 4 DATED APRIL 8, 2011
10-11-10
47,103
6
6 REVISED PER ADDENDUM No. 6 DATED MAY 5, 2011
24" WELDED
STEEL PIPE
900.0’
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
7
7
OG
FG
FG
DRAINAGE DETAILS
DD-2
12" APC DESIGN CHART
HDPE
PVC
NO SCALE
DR
AIN
AG
E S
YS
TE
M N
o.
LF
12
" A
PC
LE
NG
TH
DR
AIN
AG
E S
HE
ET
No.
FT FT %
NEW DOCK STREET OFF-RAMP
LIN
E
ST
AT
ION
BR
ID
GE
BE
NT
No
.
FT
DR
AIN
AG
E S
HE
ET
No
.
DR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
DP-2
DP-4
DP-4
DP-4
4
21
30
34
s
a
a
b
4250
4500
3500
4250
PIP
E S
IZ
E (
IN
CH
)
24
18
30
24
D-L
OA
D
FL
Ele
v "
C"
BR
IDG
E D
OW
N D
RA
IN O
UT
LE
T
RCP D-LOAD CHART
NOTES:
ALL OTHER RCP NOT SHOWN
HEREON SHALL USE D-LOAD 3000
12" CORRUGATED DOUBLE WALL HDPE
12" CORRUGATED PVC
12" APC
12" A
PC
BE
AR
IN
G
12
" A
PC
SL
OP
E
FL
Ele
v "
A"
12" A
PC
TO
BR
ID
GE
DO
WN
DR
AIN
CO
NN
EC
TIO
N
FL
Elev
"B
"
AT
12
" A
PC
OU
TL
ET
NORtHBOUND BRIDGE FROM Abut No. 1 TO Abut No. 27
SOUTHBOUND BRIDGE FROM Abut No. 1 TO Abut No. 28
APC ALLOWABLE PIPE MATERIAL
HDPE - HIGH DENSITY POLYETHYLENE
NOTES:
DR
AIN
AG
E U
NIT
4
4
4
c
c
y
45.78
3.00
60.09
S45°46’07"W
S89°13’53"W
N18°34’04"W
2.85
3.25
2.60
2.03
3.00
2.03
2.00
2.70
1
3
3
44
11
11
13
15
17
17
20
21
23
24
27
28
32
34
36
f
b
e
a
a
c
a
a
a
a
a
a
a
a
a
a
a
a
a
96.11
60.21
149.33
121.59
77.47
11.96
115.72
95.80
171.50
3.00
6.25
131.21
129.10
136.88
63.06
66.21
156.12
52.38
67.20
N15°48’11"E
N48°53’33"W
N48°53’33"W
N24°11’42"E
N67°10’46"E
N22°10’46"E
N67°10’46"E
N67°10’46"E
S22°39’46"E
N71°32’13"E
S83°19’10"E
S53°11’25"E
S53°11’25"E
N49°08’51"W
N47°56’29"W
N47°56’29"W
S13°21’07"W
N37°55’23"E
N43°18’41"W
-2.25
-0.55
-0.51
-0.47
-0.68
4.95
-6.95
14.09
14.10
14.74
14.75
15.11
12.10
3.01
3.13
D-2
D-2
D2/3
D-1
D-2
D-2
D2/3
D-3
D-3
D-3
D-3
D-3
D-3
D-4
D-4
D-4
D4/5
D-5
D-5
D-5
D-5
D-5
1.25%
1.00%
0.50%
66
2
3
9
10
12
14
17
19
19
22
25
26
29
33
35
d
h
a
a
a
a
d
a
c
a
a
a
a
a
a
99.00
44.87
70.29
14.37
11.07
6.72
111.85
78.72
32.05
22.98
15.57
31.47
51.84
44.96
53.56
N15°00’10"W
S07°04’37"E
N11°25’22"E
N69°29’47"W
N70°55’54"E
N72°13’10"E
SEE DD-14
N83°50’43"W
S28°47’16"W
S45°12’03"E
N36°06’28"E
N42°03’31"E
N42°03’31"E
S82°55’23"W
N52°10’11"W
9.20
-3.10
-1.31
-1.65
-2.25
-2.73
2.00
-8.00
12.02
12.86
13.24
13.59
6.09
0.97
3.74%
1.00%
0.23%
1.74%
0.45%
1.93%
2% min.
12.81%
31.20%
4.48%
6.36%
2.03%
-9.45%
4.12%
5.68%
12.90
-2.65
-1.15
-1.40
-2.20
-2.60
12.08
2.00
13.05
13.85
13.88
13.85
7.94
4.01
-2.40
-0.90
-1.15
-1.95
-2.35
12.33
13.30
14.10
14.13
14.10
8.19
4.26
Abut #1
BENT 4
BENT 7
BENT 8
BENT 9
BENT 10
BENT 12
BENT 17
BENT 19
BENT 21
BENT 22
BENT 23
BENT 25
BENT 26
A
A
A
A
A
A
A
E
E
E
E
E
E
E
4+27.0, Rt
9+27.8, Rt
13+98.3, Rt
15+93.0, Rt
17+91.3, Rt
19+73.3, Rt
23+22.8, Rt
409+42.3, Rt
413+08.1, Rt
416+38.6, Rt
418+00.8, Rt
419+57.7, Rt
423+00.8, Rt
424+70.8, Rt
D-1
D-2
D-2/3
D-3
D-3
D-3
D-3
D-4
D-4
D-4
D-5
D-5
D-5
D-5
Abut #1
BENT 4
BENT 7
BENT 8
BENT 8
BENT 9
BENT 10
BENT 12
BENT 17
BENT 19
BENT 20
BENT 21
BENT 22
BENT 23
BENT 24
BENT 26
BENT 27
A
A
A
A
A
A
A
A
A
G
G
G
G
G
G
G
G
4+27.0, Lt
9+27.8, Lt
13+98.3, Lt
15+98.2, Lt
15+98.2, Lt
17+99.1, Lt
19+78.7, Lt
23+22.8, Lt
33+20.1, Lt
603+08.1, Lt
604+71.1, Lt
606+34.1, Lt
607+97.0, Rt
609+58.9, Rt
611+51.1, Lt
615+06.8, Lt
616+81.6, Lt
BENT 4
BENT 6
B
B
103+56.2, Lt
105+26.9, Lt
13.10
-2.50
-3.10
-0.80
-0.76
-1.10
-0.72
-0.93
4.70
-3.21
-7.20
13.84
13.85
14.49
14.50
14.86
11.85
2.76
2.88
9.20
-3.10
-4.00
-1.46
-1.79
-1.38
-2.36
-2.82
-3.21
-3.25
-8.00
11.84
12.25
12.63
13.17
13.56
5.59
0.23
-0.92
4.06%
1.00%
0.60%
0.54%
1.33%
2.34%
1.42%
1.97%
4.61%
1.33%
12.80%
1.52%
1.24%
1.36%
2.11%
1.96%
4.01%
4.83%
5.65%
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 -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
No.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE O F C AL I FO RN
IA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmik
713820ic
DA
TE
PL
OT
TE
D =
>
11
:2
4
16
-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00
-0
0-0
0
07 LA
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIC PLAZA, SUITE 350
CARSON, CA 90745
SH
AH
RA
M V
AH
DA
T
3.5/4.6,
0.0/1.1
JE
RR
Y G
AN
TN
Y
YO
UN
G Y
OO
N
RICHARD
F. NORTON
C41646
12/31/11
CIVIL
1003
01/31/11
4 REVISED PER ADDENDUM No. 4 DATED APRIL 8, 2011
4 10-11-10
47,103
7
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
DRAINAGE DETAILS
DD-13NOT SCALE
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 -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE O F CAL IFORNIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trlim
713820ic
DA
TE
PL
OT
TE
D =
>
10:59
16-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00-00-00
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIC PLAZA, SUITE 350
CARSON, CA 90745
SH
AH
RA
M V
AH
DA
T
HUA LIN
McCAFFREY
C49405
9/30/10
07/19/10JE
RR
Y G
AN
TN
Y
YO
UN
G Y
OO
N
8’
14’68’
B
B
A
A
4CONCRETE DOWN DRAIN
24" RCP
FG
4"
7’ S=2.5%
3.00 TG
(0.23) TG
ADJUST DI TO GRADEu
v
FL Elev
5.00
t
1’-3"
SECTION A-A
Conc
DOWN DRAIN
4" Conc
DITCH
FL Elev
SEE ABOVE
u
v
6
a bHMA OVERSIDE DRAIN
TG (0.23)
TG 3.00
4" THICK
Conc DITCH
PROPOSED
FINISH GRADE
REMOVE & REINSTALL
Exist DEBRIS RACK
CAGE
Exist 48"
Dia RCP
PIPE RISER
4’
6" 12"
12
"
SECTION B-B
PLAN VIEW
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
a
bRSP, SEE DD-5
BIOFILTRATION SWALE C
SEE D-2 & DD-3
FL Elev
0.50
FINISH GRADE
3.45
NEW DOCK St ON
RAMP SEE SHEET
X-4 & L-2
21
1+
03
.40
"C
" L
IN
E
32
.0
0 R
t
C H
MA
OV
ER
SID
E D
RA
IN
L
15’ETW
8’"C" LINE
24’
4’
2’-6"
1’-3"
ADJUST INLET TO GRADE
REMOVE Exist
POLA 18" RCP
Exist POLA
24" RCP
i
Exist Conc
APRON/DOWN DRAIN
TO BE REMOVED
6" THICK
Conc APRON
HMA OVERSIDE
DRAIN PER Std
PLAN D87D
Exist 24" RCP Exist 48" Dia RISER
PROTECT IN PLACE
07 LA3.5/4.6,
0.0/1.147,103 77 1003
10-11-10
7
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
4 47v (a)(b)
DR
AIN
AG
E S
HE
ET
No.
LFDR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
LFEA
RCP
LF LFEA EA EAEA
51
"
DESCRIPTION STATION
DR
AIN
AG
E S
HE
ET
No.
DR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
SUBTOTAL
RE
MO
VE
PIP
E
48
"
RE
MO
VE
MA
NH
OL
E
RE
MO
VE
IN
LE
T
AB
AN
DO
N P
IPE
LIN
E
AB
AN
DO
N I
NL
ET
18
"
24
"
30
"
36
"
DR
AIN
AG
E M
AN
HO
LE
EA
DR
AIN
AG
E I
NL
ET
MA
RK
ER
12"
18
" C
on
c F
LA
RE
D
EN
D S
EC
TIO
N
EATON SQYD
HO
T M
IX
AS
PH
AL
T (
TY
PE
A)
LFLF
AD
JU
ST
MA
NH
OL
E T
O G
RA
DE
EA EAEA
(N) (N) (N)
HE
IG
HT
OF
IN
LE
T
HE
IG
HT
OF
CO
VE
R
PL
UG
PIP
E
EA LB CY CY
RO
CK
SL
OP
E P
RO
TE
CT
IO
N
FA
BR
IC
SQYD
15
" S
LO
TT
ED
CO
RR
UG
AT
ED
ST
EE
L P
IP
E
LF
30
"
42
"
WSP
LF
DQ-5
CL
EA
NO
UT
Co
nc C
OL
LA
R
PL
AC
E H
OT
MIX
AS
PH
AL
T
(M
isc A
RE
A)
Mis
c I
RO
N A
ND
ST
EE
L
RO
CK
SL
OP
E P
RO
TE
CT
IO
N
(G
RA
NU
LA
R M
AT
ER
IA
L)
APC
DRAINAGE QUANTITIES
AD
JU
ST
IN
LE
T
DR
AIN
AG
E I
NL
ET
EA
(N)
MIN
OR
Conc
(M
IN
OR
ST
RU
CT
UR
E)
254.7
254.7
309.5
265.7
44.4
86.4
17.1
198.5
921.6
6.3
4.5
3.3
2.6
5.6
4.5
4.7
31.5
D-4
D-4
D-4
D-4
D-4
D-5
D-5
D-5
D-5
D-5
D-5
D-4
D-4
D-4
D-4
D-4
D-5
D-5
D-5
D-5
D-5
D-5
19
20
21
22
23
24
25
26
27
28
29
19
20
21
22
23
24
25
26
27
28
29
a
b
c
a
b
c
a
b
a
b
a
b
a
b
a
b
a
b
a
b
a
b
a
b
a
b
c
a
b
c
a
b
a
b
a
b
a
b
a
b
a
b
a
b
a
b
a
b
78.7
32.1
6.3
131.2
23.0
129.1
136.9
15.6
31.5
63.1
66.2
51.8
765.3
1
1
1
1
1
1
1
1
1
1
1
11
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
APC CONNECTION
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
12" APC
CO, Conn TO BRIDGE DOWN DRAIN
LF
STEEL
24
"
85
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.
RE
GI
ST
ER
E
D
PR O F E S S I O N
A
L
E
NG
IN
EE
R
S
TA
TE O F C AL I FO RN
I A
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmng
713820id
DA
TE
PL
OT
TE
D =
>
14:19
16
-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00
-0
0-0
0
07 LA
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIC PLAZA, SUITE 350
CARSON, CA 90745
SH
AH
RA
M V
AH
DA
T
3.5/4.6,
0.0/1.1
JE
RR
Y G
AN
TN
Y
YO
UN
G Y
OO
N
RICHARD
F. NORTON
C41646
12/31/11
CIVIL
1003
01/31/11
4 REVISED PER ADDENDUM No. 4 DATED APRIL 8, 2011
410-11-10
47,103
7
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
77
DR
AIN
AG
E S
HE
ET
No
.
LFDR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
LFEA
RCP
LF LFEA EA EAEA
DESCRIPTION STATION
DR
AIN
AG
E S
HE
ET
No.
DR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
RE
MO
VE
PIP
E
48
"
RE
MO
VE
MA
NH
OL
E
RE
MO
VE
IN
LE
T
AB
AN
DO
N P
IPE
LIN
E
AB
AN
DO
N I
NL
ET
18
"
24
"
30
"
36
"
DR
AIN
AG
E M
AN
HO
LE
EA
DR
AIN
AG
E I
NL
ET
MA
RK
ER
12"
18" C
onc F
LA
RE
D
EN
D S
EC
TIO
N
EATON SQYD
HO
T M
IX
AS
PH
AL
T (
TY
PE
A)
LFLF
AD
JU
ST
MA
NH
OL
E T
O G
RA
DE
EA EAEA
(N) (N) (N)
HE
IG
HT
OF
CO
VE
R
PL
UG
PIP
E
EA LB CY CY
RO
CK
SL
OP
E P
RO
TE
CT
IO
N
FA
BR
IC
SQYD
15
" S
LO
TT
ED
CO
RR
UG
AT
ED
ST
EE
L P
IP
E
LF
30
"
42
"
WSP
LF
DQ-9
CL
EA
NO
UT
Co
nc C
OL
LA
R
PL
AC
E H
OT
MIX
AS
PH
AL
T
(M
isc A
RE
A)
Mis
c I
RO
N A
ND
ST
EE
L
RO
CK
SL
OP
E P
RO
TE
CT
IO
N
(G
RA
NU
LA
R M
AT
ER
IA
L)
APC
AD
JU
ST
IN
LE
T
DRAINAGE QUANTITIES
51
"
DR
AIN
AG
E I
NL
ET
EA
(N)
MIN
OR
Co
nc
(M
IN
OR
ST
RU
CT
UR
E)
SUBTOTAL
HE
IG
HT
OF
IN
LE
T
D5/D6
D4/D5
D-5
D-6
D-5
46
47
48
49
50
a
a
b
a
b
c
d
e
f
g
h
i
a
a
b
c
d
e
f
g
h
i
j
k
l
m
n
o
p
q
r
53.1
171.5
120.0
68.0
195.3
195.3
35.0
2.0
17.0
2.5
859.7
199.5
72.6
46.9
319.0
24
"
1626.4
1626.4
STEEL
LF
1
1
2
419+22.85 "E" LINE
419+99.49 "E" LINE
419+78.33 "E" LINE
426+28.90 "E" LINE
425+05.60 "E" LINE
424+31.78 "E" LINE
422+24.17 "E" LINE
420+19.89 "E" LINE
419+91.35 "E" LINE
425+02.11 "E" LINE
D5/D6
D4/D5
D-5
D-6
D-5
46
47
48
49
50
a
a
b
a
b
c
d
e
f
g
h
i
a
a
b
c
d
e
f
g
h
i
j
k
l
m
n
o
p
q
r
89
2.0
2.5
6.21.0
1.0
1.0
3.0
236
236
236
708.0
1
1
1
1
1
1
1
7
6.2
6.2
FORCE MAIN
CONCRETE V-DITCH
CONCRETE V-DITCH
30" RCP
Conn TO MH No. 2
MANHOLE No. 2
30" RCP
Conn TO MH No. 2
MANHOLE No. 2
30" RCP
Conn TO MH No. 2
MANHOLE No. 2
18" RCP
18" RCP
NOT USED
GCP APRON
18" RCP
MANHOLE No. 2
18" RCP
Conn TO MH No. 2
MANHOLE No. 2
18" RCP
Conn TO MH No. 2
MANHOLE No. 2
18" RCP
Conn TO MH No. 2
MANHOLE No. 2
18" RCP
GCP APRON
18" RCP
GCP APRON
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 -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
No.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE O F C AL I FO RN
IA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trlim
713820id
DA
TE
PL
OT
TE
D =
>
11:11
16
-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00
-0
0-0
0
07 LA
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIC PLAZA, SUITE 350
CARSON, CA 90745
SH
AH
RA
M V
AH
DA
T
3.5/4.6,
0.0/1.1
JE
RR
Y G
AN
TN
Y
YO
UN
G Y
OO
N
RICHARD
F. NORTON
C41646
12/31/11
CIVIL
1003
01/31/11
4 REVISED PER ADDENDUM No. 4 DATED APRIL 8, 2011
4 10-11-10
47,103
6
6 REVISED PER ADDENDUM No. 6 DATED MAY 5, 2011
24" WSP (0.250" THICK)
7
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
0.6
28.8
16.1
6.2
0.6
0.6
46.7
DR
AIN
AG
E S
HE
ET
No.
LFDR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
LFEA
RCP
LF LFEA EA EAEA
DESCRIPTION STATION
DR
AIN
AG
E S
HE
ET
No.
DR
AIN
AG
E S
YS
TE
M N
o.
DR
AIN
AG
E U
NIT
RE
MO
VE
PIP
E
48
"
RE
MO
VE
MA
NH
OL
E
RE
MO
VE
IN
LE
T
AB
AN
DO
N P
IPE
LIN
E
AB
AN
DO
N I
NL
ET
18
"
24
"
30
"
36
"
DR
AIN
AG
E M
AN
HO
LE
EA
DR
AIN
AG
E I
NL
ET
MA
RK
ER
12"
18
" C
on
c F
LA
RE
D
EN
D S
EC
TIO
N
EATON SQYD
HO
T M
IX
AS
PH
AL
T (
TY
PE
A)
LFLF
AD
JU
ST
MA
NH
OL
E T
O G
RA
DE
EA EAEA
(N) (N) (N)
HE
IG
HT
OF
CO
VE
R
PL
UG
PIP
E
EA LB CY CY
RO
CK
SL
OP
E P
RO
TE
CT
IO
N
FA
BR
IC
SQYD
15
" S
LO
TT
ED
CO
RR
UG
AT
ED
ST
EE
L P
IP
E
LF
30
"
42
"
WSP
LF
CL
EA
NO
UT
Co
nc C
OL
LA
R
PL
AC
E H
OT
MIX
AS
PH
AL
T
(M
isc A
RE
A)
Mis
c I
RO
N A
ND
ST
EE
L
RO
CK
SL
OP
E P
RO
TE
CT
IO
N
(G
RA
NU
LA
R M
AT
ER
IA
L)
APC
AD
JU
ST
IN
LE
T
DRAINAGE QUANTITIES
51
"
DR
AIN
AG
E I
NL
ET
EA
(N)
MIN
OR
Conc
(M
IN
OR
ST
RU
CT
UR
E)
SUBTOTAL
HE
IG
HT
OF
IN
LE
T
24
"
STEEL
LF
DQ-10
D-1
3 a
b
c
d
e
f
g
29.7
50.0
20.0
138.0
237.8
1
1
1
3.0
Conc COLLAR
24" RCP
Conc COLLAR
24" RCP
Conc COLLAR
24" RCP
24" RCP
1+20.67 "A" LINE
1+49.75 "A" LINE
1+86.01 "A" LINE
D-1
3 a
b
c
d
e
f
g
89A
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.
RE
GI
ST
ER
E
D
PR O F E S S I O N
A
L
E
NG
IN
EE
R
S
TA
TE O F C AL I FO RN
I A
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmng
713820id
DA
TE
PL
OT
TE
D =
>
11:02
16
-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00
-0
0-0
0
07 LA
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIC PLAZA, SUITE 350
CARSON, CA 90745
SH
AH
RA
M V
AH
DA
T
3.5/4.6,
0.0/1.1
JE
RR
Y G
AN
TN
Y
YO
UN
G Y
OO
N
RICHARD
F. NORTON
C41646
12/31/11
CIVIL
1003
01/31/11
4 ADDED PER ADDENDUM No. 4 DATED APRIL 8, 2011
4 10-11-10
47,103
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
STRUCTURE EXCAVATION (TYPE DC) (N)
STRUCTURE EXCAVATION (TYPE GC) (N)
STRUCTURE EXCAVATION (TYPE SC) (N)
STRUCTURE EXCAVATION (TYPE A) (N)
STRUCTURE EXCAVATION (TYPE Z-2)
(AERIALLY DEPOSITED LAED) (N))
7
7 7
51 51
(N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY.
220
13,000.000
180
3500
2300
CY
CY
CY
CY
GAL
Q-1Q-1
SUMMARY OF QUANTITIES
JE
FF
DIE
TZ
LE
R
CO
NR
AD
WIL
LIA
MS
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
=>
USERNAME => trmng
713820pa
DA
TE
PL
OT
TE
D =
>
14:19
16
-M
A
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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.
BORDER LAST REVISED 4/11/2008
R
CU 07271 EA 138201
00
-0
0-0
0
URS CORPORATION
915 WILSHIRE BOULEVARD
SUITE 700
LOS ANGELES, CA 90017
ALAMEDA CORRIDOR
TRANSPORTATION AUTHORITY
ONE CIVIL PLAZA, SUITE 350
CARSON, CA 90745
JEFFREY
M. MILLS
C60168
SH
AH
RA
M V
AH
DA
T
6/30/12
PAVEMENT STRUCTURAL SECTION
MINOR CONCRETE
(N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY
SHEET LINE
STATION SIDEPLACE HOT MIX ASPHALT DIKE
(LF)
HOT MIX
ASPHALT
(TYPE A)
FROM TO Lt/Rt TYPE C TYPE E TYPE F TON
L-2 "B" 100+96.87 102+63.67 Lt 166.8 4.4
L-2 "C" 211+03.40 211+20.00 Rt 25.0 0.7
L-2 "C" 211+75.00 212+08.90 Rt 34.0 0.3
L-2 "C" 212+08.90 212+33.90 Rt 25.0 0.3
L-6 "E" 430+84.90 432+20.00 Rt 135.1 3.6
L-6 "E" 432+20.00 432+86.49 Rt 66.5 0.5
L-6 "E" 432+86.49 433+25.00 Rt 37.5 0.5
L-6 "E" 433+25.00 433+45.00 Rt 23.0 0.6
L-6 "E" 434+10.00 435+08.79 Rt 96.3 2.5
TOTAL 100.5 446.2 62.5 13.4
SHEET LINESTATION SIDE
AREA
(N)
HOT MIX
ASPHALT
(TYPE A)CL 2 AB CL 3 AB JPCP
LEAN
CONCRETE
BASE
CONCRETE
PAVEMENT
(RAPID
STRENGTH
CONCRETE)
LEAN
CONCRETE
BASE
(RAPID
SETTING)
TACK
COAT
SEAL
Pvmt
JOINT
SEAL
LONGITUDINAL
ISOLATION
JOINT
FROM TO Lt/Rt SQFT TON CY CY CY CY CY CY TON LF LF
L-1 "A" 0+89.06 2+40.04 23340.3 605.1 994.1 432.2
L-1 "A" 1+48.73 2+60.00 Rt 1277.0 33.1 54.4 23.6
L-1 "A" 1+19.14 2+40.04 Lt 976.8 25.3 41.6 18.1
L-1 "A" 2+40.04 3+96.00 18518.9 480.1 788.8 342.9
L-1 "A" 2+60.05 3+96.00 Rt 1361.3 35.3 58.0 25.2
L-1 "A" 2+40.04 3+96.00 Lt 635.6 16.5 27.1 11.8
L-1 "A" 0+89.06 3+96.00 3415.5 3842.5
L-2 "M" 6+01.92 9+94.98 35338.7 916.2 1505.2 654.4
L-2 "M" 6+01.25 8+00.44 Rt 1108.8 28.7 47.2 20.5
L-2 "M" 6+01.25 7+95.99 Lt 1637.4 42.5 69.7 30.3
L-2 "M" 9+94.98 11+60.09 9192.1 238.3 391.5 170.2
L-2 "M" 8+53.78 11+89.26 Rt 2673.6 69.3 113.9 49.5
L-2 "M" 8+30.03 11+56.94 Lt 2703.5 70.1 115.1 50.1
L-2 "M" 11+60.09 14+69.32 19696.8 510.7 838.9 364.8
L-2 "M" 12+09.64 14+22.27 Rt 771.2 20.0 32.8 14.3
L-2 "M" 12+01.07 12+41.97 Lt 413.8 10.7 17.6 7.7
L-2 "M" 12+41.97 14+62.43 Lt 427.9 11.1 18.2 7.9
L-2 "M" 6+01.25 14+62.43 5478.8 6163.6
L-2 "B" 100+77.34 102+57.16 4254.4 110.3 181.2 78.8
L-2 "B" 100+77.34 102+57.16 Rt 719.3 18.6 30.6 13.3
L-2 "B" 100+85.28 102+57.16 Lt 1383.3 35.9 58.9 25.6
L-2 "B" 100+71.13 102+57.16 470.9 529.7
L-2 "C" 210+54.08 213+42.87 6886.8 178.5 293.3 127.5
L-2 "C" 210+75.43 213+05.95 Rt 1875.9 48.6 79.9 34.7
L-2 "C" 213+05.77 213+42.87 Rt 74.3 1.9 3.2 1.4
L-2 "C" 210+54.08 213+42.87 Lt 1155.1 29.9 49.2 21.4
L-2 "C" 210+48.08 213+42.87 740.2 832.7
L-5 "P" 10+07.19 16+69.17 16035.9 661.5 742.4
L-5 "P" 10+16.68 10+30.28 Lt 528.5 21.8 24.5
L-5 "P" 16+36.18 16+54.40 Lt 1165.9 48.1 54.0
L-5,6 "E" 426+33.33 435+08.79 23891.3 619.4 1017.6 442.4
L-5 "E" 426+33.33 428+10.00 Rt 1564.7 40.6 66.6 29.0
L-5,6 "E" 428+10.00 430+84.90 Rt 2523.0 65.4 107.5 46.7
L-5,6 "E" 428+35.19 431+00.96 Lt 532.0 13.8 22.7 9.9
L-6 "E" 430+84.90 435+08.91 Rt 4147.6 107.5 176.7 76.8
L-6 "E" 431+00.96 435+08.79 Lt 816.3 21.2 34.8 15.1
L-5,6 "E" 426+33.33 435+08.79 2479.6 2789.6
L-5,6 "G" 614+64.84 625+09.88 16683.4 432.5 710.6 309.0
L-5,6 "G" 618+64.84 621+00.00 Rt 872.2 22.6 37.1 16.2
L-5 "G" 618+64.84 619+60.00 Lt 205.7 5.3 8.8 3.8
L-6 "G" 621+00.00 625+09.88 Rt 1961.1 50.8 83.5 36.3
L-5,6 "G" 619+60.00 624+88.78 Lt 3650.9 94.7 155.5 67.6
L-6 "G" 624+88.78 625+09.89 Lt 215.5 5.6 9.2 4.0
L-5,6 "G" 614+64.84 625+09.88 1747.3 1965.7
L-5,6 "H" 700+00.00 702+69.17 6401.5 166.0 272.7 118.5
L-5,6 "H" 700+00.00 702+90.00 Rt 2201.8 57.1 93.8 40.8
L-6 "H" 702+69.17 707+79.00 12183.9 315.9 518.9 225.6
L-6 "H" 702+90.00 707+79.00 Rt 4634.7 120.2 197.4 85.8
L-6 "H" 702+69.64 707+79.00 Lt 2040.8 52.9 86.9 37.8
L-6 "H" 700+00.00 707+79.00 2034.3 2288.6
L-5,6 "J" 800+00.00 805+45.04 7973.0 206.7 339.6 147.6
L-5,6 "J" 800+00.00 802+49.85 Lt 503.7 13.1 21.5 9.3
L-6 "J" 802+49.85 805+46.28 Lt 2379.3 61.7 101.3 44.1
L-6 "J" 805+45.04 811+50.00 14265.8 369.9 607.6 264.2
L-6 "J" 805+41.08 811+50.00 Rt 2232.0 57.9 95.1 41.3
L-6 "J" 805+46.28 811+50.00 Lt 4667.6 121.0 198.8 86.4
L-5,6 "J" 800+00.00 811+50.00 2372.0 2668.5
L-2 "C" 211+15.00 211+85.00 Rt 600.0 15.6 25.6 11.1
L-6 "E" 432+47.50 433+32.50 Rt 758.8 19.7 32.3 14.1
L-6 "J" 805+00.00 805+84.95 Lt 780.0 20.2 33.2 14.4
SC-26 "A" 0+94.00 1+40.00 Rt 1602.0 68.2 29.7
SC-35 "A" 0+72.19 3+58.35 Lt 14009.0 596.7 259.4
TOTAL 731.4 820.9 6613.9 10865.8 4724.2 664.9 289.1 18738.6 21080.9
SHEET LINESTATION SIDE
CU
RB
RA
MP
CU
RB
(T
YP
E A
1-6
)
CU
RB
(T
YP
E A
2-6)
CU
RB
(T
YP
E A
2-8)
CU
RB
(T
YP
E B
1-6)
CU
RB
(T
YP
E B
2-4)
CU
RB
(T
YP
E B
2-6)
SID
EW
AL
K
CR
OS
S G
UT
TE
R
IS
LA
ND
PA
VIN
G
CL 3
AB
FROM TO Lt/Rt CY CY CY CY CY CY CY CY CY CY CY
C-7 "A" 1+32.61 Lt 1.5
L-1 "O","A" "O" 51+08 "A" 1+96.02 Rt 6.0
L-1 "A" 1+96.02 2+60.05 Rt 3.5
L-1 "A" 1+20.64 1+58.75 Lt 2.9
L-1 "A" 1+58.75 2+32.54 Lt 4.1
C-7 "A" 0+97.00 Lt 1.0 1.4 6.6
C-7 "A" 1+11.00 Lt 2.3 5.7 26.8
C-7 "A" 1+31.00 Rt 2.9 10.9 51.0
L-2 "M" 12+18.43 14+69.32 Rt 19.1
C-8 "M" 8+20.00 Rt 1.4 3.2 15.0
C-8,9 "M" 10+07.00 Lt 6.6 21.4 100.7
C-8 "M" 8+95.00 Lt 4.7 15.1 71.0
L-5 "P" 10+13.20 11+00.00 Rt 5.1
L-5 "P" 11+00.00 11+67.00 Rt 3.7
L-5 "P" 12+27.00 16+73.31 Rt 26.3
L-5 "P" 10+00.79 10+15.09 Lt 3.3
L-5 "P" 10+32.54 16+34.38 Lt 37.7
L-5 "P" 16+56.15 16+73.31 Lt 2.9
L-6 "J" 811+10.65 811+50.00 Rt 1.2
L-1 "A" 1+20.64 1+51.14 Lt 3.1
L-2 "M" 13+49.06 14+69.32 Rt 12.8
C-10 "P" 10+06.66 10+78.38 Lt 11.0
C-11 "P" 15+77.96 16+64.96 Lt 14.6
TOTAL 1.5 18.8 75.3 19.1 1.2 11.4 8.9 15.8 25.6 57.7 271.1
7-19-10
2
TYPE
SC
DC
GC
CY
150
500
GALLON
500,000
CONTAMINATED MATERIALS
FOR UTILITY AND STORM
DRAIN TRENCHING
HOT MIX ASPHALT DIKE
10032873.5/4.6,
0.0/1.147,103LA07
10-11-10
7 REVISED PER ADDENDUM No. 7 DATED MAY 17, 2011
7
STRUCTURE EXCAVATION FOR UTILITY
SEWER SYSTEM, WATER SYSTEM, AND
STORM DRAIN TRENCHING (N)
180
3700
A 4960
Z-2 3230
17,200,000
