A07.01_-_Task_Order_Package_amend_2_of_4.pdf
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5 25+00 25 50 75 26+00 25 50 75 27+00 25 50 75 28+00
0.89% -0.28%
GRADE BREAK STA = 27+94.76
ELEV = 12.50
PVI STA: 25+88.96
PVI ELEV: 13.08
K: 85.47
LVC: 100.00
B V
C S
: 2 5+
.9
B
V C
E : 1
2.
E V
C S
: 2 6+
.9
E
V C
E : 1
2.
94HIGH PT. STA: 26+14.78
HIGH PT ELEV: 12.97
E V
C E
: 1 2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
STA:28+31.90 TOP EL:7.18'
16" CMP
25 50 75 30+00 25 50 75 31+00 25 50 75 32+00 32+22
0.25% -0.42%0.35%30%
GRADE BREAK STA = 31+
ELEV = 12.05
GRADE BREAK STA = 29+36.47
ELEV = 12.45
PVI STA: 31+48.59
PVI ELEV: 11.97
K: 90.45
LVC: 60.00
B V
C S
: 3 1+
.5
B
V C
E : 1
2.
E V
C S
: 3 1+
.5
E
V C
E : 1
2.
LOW PT. STA: 31+56.25
LOW PT ELEV: 12.02
19+00 20+00 21+00 2
29+00 30+00 31+00
G FG
20-5 5-
6 - 16+00.00
0 10 20 30 40 500-10-20
0 10 20 30 40 500-10-20
G
G
20-5 5-
7 - 17+00.00
0 10 20 30 40 500-10-20
0 10 20 30 40 500-10-20
EG
FG
10 - 20+00.0020 20 0 10 20 30 40 500-10-20
11 - 21+00.0020 20 0 10 20 30 40 500-10-20
-2.00%
-3.00:1
-2.00%
3.00:1
-2.00%
-3.00:1
-2.00%
-3 .0
0:
.1
.9
.7
9.
7.
5.
6.
-20 -10 0 10 20 30 40 50
.2
.0
.7
9.
7.
5.
6.
-20 -10 0 10 20 30 40 50
.9
.6
.2
.4
8.
5.
6.
.9
.6
.2
.4
8.
5.
6.
-20 -10 0 10 20 30 40 50
.9
.7
.3
.3
8.
6.
5.
.9
.7
.3
.3
8.
6.
5.
-20 -10 0 10 20 30 40 50
0 10 20 300-10-20
EG
FG
20-5 5-
19 - 29+00.00
0 10 20 30 40 500-10-20
0 10 20 30 40 500-10-20
EG
FG
20-5 20 - 30+00.00
0 10 20 300-10-20
0 10 20 300-10-20
EG
FG
-2.00% -3.00:1
-2.00%
-3 .0
0:
1 -2.00%
-3.00:1
-2.00%
-3 .0
0:
5 5 0 10 20 30 40 500-10-20
EG
FG
.3
.7
.3
9.
8.
8.
7.
.3
.7
.3
9.
8.
8.
7.
-20 -10 0 10 20 30 40 50
.6
.2
.9
.2
9.
.6
.2
.9
.2
9.
-20 -10 0 10 20 30
.6
.8
.8
.9
.0
.1
9.
.6
.8
.8
.9
.0
.1
9.
-20 -10 0 10 20 30 40 50
.2
.4
.3
.4
.1
.2
.4
.3
.4
.1
-20 -10 0 10 20 30
9" THICK
SCALE: NONE
SCALE: NONE
EXIST. CONCRETE RAILROAD CROSSING
BITUMINOUS TACK COAT
C-501
G E
O F
S H
O U
LD
E
R
PLAN
ELEVATION
BACK BRACE DETAILS- STEEL POST
20+00 21+00 22+00
31+00 32+00 32+22
ONE
AN TERMINAL, CONCORD
OAD REPAIRS
NDERSON RD
NOTES:
ROUTE
DISPOSAL AREA
FOR WASTE SOILS
PORT CHICAGO
HIGHWAY
DERSON RD
E PLAN)
CONTROL PT MOT1-A
N:2,206,821.77 E:6,123,831.66
NMENT OR GRADE
QUIRED DUE TO
S INFORM THE
ATELY FOR
OCEED WITH THE
CE AND/OR
LITIES MUST BE
RUPTION OF
TIONS MUST BE
TED UTILITY
CTING OFFICER.
AT MILITARY
DY (925) 246-4179;
(CCWD), TIM
RT KENNEDY (925)
GUEZ (925)
925) 246-4179;
ACK DEANGELO
KENNEDY (925)
RRY DAUGHTON
T TV,
17+43
18+00
19+00 20+00
21+00
22+00 23 +0
+0
+0
+0
+0
N:2,207,704.86 E:6,121,158.10
INTERSECTION
N:2,207,568.81 E:6,120,753.99
BP: 17+43.17
PI: 25+37.04
PC: 21+06.60
PT: 24+27.04
: 22+66.82
L2
L3
L1
C1
41+82
40+00
41+00
BP: 40+00.00
EP: 41+81.92
PI: 40+15.27
PI: 41+52.50
L6 L7
L8
10+00
11+00
BP: 10+00.00
PC: 10+31.89
L9 C3
INTERSECTION
N:2,207,764.67 E:6,121,060.14
6121383.70)
6121158.10)
TA
YL
O R
R D
AN
D
ER
SO
N R
D
G
UARD G
ATE 2 & G
AT
CONTRACTOR STAGING AREA
AREA=2.9 AC
JOHNSON RD
RIN
QUIST R
D
CHRISTENBURY RD
Ex
Ex
Ex
E x
Ex
Ex
E x
E x
Ex
Ex
S S
SS
S S
S S
CUx
CUx
CUx
CUx
CUx
CUx
CUx
CU
W
SDx
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PROPOSED CENTERLINE SHOWN
FOR REFERENCE PURPOSES(TYP)
ANDERSON RD
(REALIGNMENT FROMSTA 17+43 TO STA 24+00)
REMOVE EXISTING
TREES
PROTECT IN PLACE EX
WATER VALVES
CHRISTENBURY RD
+0
11+00
20+00 21+00 22+00
PROTECT IN PLACE EX. WATER
ANDERSON RD (E
XISTI
22'
SDx
W
W
W
W
W
ARREN RD
ACE
AIN
REMOVE EX. SIGN
PROTECT IN PLACE EX FIRE
HYDRANT AND VALVES
E
W W
+56
0.58%
PVI STA: 21+06.60
PVI ELEV: 13.50
K: 217.69
LVC: 200.00
B V
C S
: 2 0+
.6
B
V C
E : 1
2.
E V
C S
: 2 2+
.6
E
V C
E : 1
3.
16HIGH PT. STA: 21+32.40
HIGH PT ELEV: 13.29
PVI STA: 19+33.56
PVI ELEV: 12.50
K: 69.59
LVC: 100.00
E V
C S
: 1 9+
.5
E
V C
E : 1
2.
P C
: 2 1+
.6
.2 7'
FINISHED
GRADE
SS
S S
W
W
W
W
W
W
W
W
-3 .0
:1
+0
11+00
21+00
CR STA:11+15.00
OFF:14.41'L
EP:12.27'
CR STA:11+15.00
OFF:12.00'R
EP:12.31'
CR STA:10+54.43
OFF:12.00'R
EP:12.68'
C H
R
ISTEN
BU
R
Y R D
ANDERSON RD
EP(TYP)
INTERSECTION:
CL STA 21+06.60
ANDERSON RD,
= CL STA 10+00.00
CHRISTENBURY RD
2' AB SHOULDER(T
FG CONTO
R75'
R75'
ONSTRUCTION LIMIT(TYP)
SEE GENERAL NOTE #1.
0.41% 0.
GRADE BREAK STA = 28+72.69
ELEV = 12.60
GRADE BREAK STA = 28+82.71
ELEV = 12.70
GRADE BREAK STA = 29+20.73
ELEV = 12.96
GRADE BREAK STA = 29+24.11
ELEV = 12.96
GRADE BREAK STA = 29+
ELEV =
GRADE BREAK STA =
ELE
GRADE BRE
GRADE BREAK STA = 29+09.76
ELEV = 12.90
PVI STA: 26+05.00
PVI ELEV: 11.50
K: 222.54
LVC: 200.00
E V
C S
: 2 7+
.0
E
V C
E : 1
1.
91LOW PT. STA: 26+13.55
LOW PT ELEV: 11.72
FINISHED
GRADE
STING
ADE 1
SDx
W
W
W
W
W'R BC STA:28+02.41
OFF:12.00'R
EP:12.07'
W
ARREN RDWETLAND(DO NOT DISTURB )
N LIMIT(TYP)
RAL NOTE #1.
24' - 5' 5'
0.10% -0.24%
G R
A D
E B
R E
A K
S
TA
1+
.0
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
2+
.1
E
LE
V
2.
FINISHED
GRADE
EXISTING
GRADE
W
W
W
W
PREUITT RD
CONSTRUCTION LIMIT(TYP)
SEE GENERAL NOTE #1.
WETLAND(DO NOT DISTURB)
2'
-0.64%
G R
A D
E B
R E
A K
S
TA
0+
.0
E
LE
V
3.
G R
A D
E B
R E
A K
S
TA
1+
.0
E
LE
V
2.
25' - 2'
FINISHED
GRADE
EXISTING
ANDERSON RD
+0
11+00
12+00
20+00 21+00 22+00
ARREN RD
R
+56
EG
FG
0-
7 - 26+00.00
0 10 20 30 40 500-10-20
0 10 20 30 40 500-10-20
-2.00% -2.00%
-3.00:1-3 .0
0:
30-0 0-
8 - 27+00.00
0 10 20 30 40 500-10-20-30-40-50
0 10 20 30 40 500-10-20-30-40-50
EG
FG
-2.00% -2.00%
-3.00:1-3 .0
0:
11 - 30+00.00 30 0 10 20 30 40 500-10-20
12 - 31+00.0030 30 0 10 20 30 40 500-10-20-30-40-50
.8
.1
.5
.0
.4
.7
.7
.6
.8
.6
-20 -10 0 10 20 30 40 50
7.
8.
9.
.2
.6
.3
.5
.2
.6
.5
.6
.8
.6
-50 -40 -30 -20 -10 0 10 20 30 40 50
8.
.2
.3
.9
7.
5.
5.
9.
.5
.7
.5
9.
6.
-20 -10 0 10 20 30 40 50
8.
8.
.2
.6
.9
.6
.8
9.
8.
.6
.8
.6
-50 -40 -30 -20 -10 0 10 20 30 40 50
C-501
TO EXISTING AC PAVEMENT
PULVERIZE AC FOR TRANSITION
OF 2 IN. AT P.O.C.
PULVERIZE TO A DEPTH
P.O.C.
EXIST. AC PAVMENT
EXIST. AC PAVEMENT
EXIST. AC PAVEMENT
NEW AC PAVEMENT
P.O.C.
XIST. AC PAVMENT
AFTER OVERLAY
BEFORE OVERLAY
4.5" THICK ASPHALTIC CONCRETE
6" THICK AGGREGATE BASE COURSE
6" THICK AGGREGATE SUBBASE
GEOTEXTILE FABRIC
6" PARTIAL SUBGRADE
REPLACEMENT
EXISTING SUBGRADE
(TOP 6" COMPACTED)
O F
S H
O U
LD
E
R
PLAN
ELEVATION
BACK BRACE DETAILS- STEEL POST
Ex Ex Ex Ex
ExExExExE ExExExExE
CUx CUxCUx CUx CUx CUx
W
W
(E)
W
SHEET NOTES
1. DETAILS OH-1.1, OH-1.3, OH-1.3A, OH-1.4, OH-1.5, AND OH-1.5A O
SHEET AND DETAIL OH-41 ON SHEET E-504 PROVIDE GENERAL INFOR
THAT APPLIES TO THE OTHER DETAILS ON SHEET E-504.
POLE GROUNDING DETAIL "OH-�1"OWN GUY DETAIL "OH-32"
N TERMINAL, CONCORD
OAD REPAIRS
CAGO HWY - EAS
NOTES:
GATE 5 (NO ACCESS)
ACCESS CONTROL
POINT #5(FUTURE)
O HWY-EAST
SHEET C-101
T SITE PLAN)
S
TE
V E
N S
R D
N
IC
H O
LS
R
D
DISPOSAL AREA
(WASTE SOILS ONLY)
CONTROL PT MOT1-A
N:2,206,821.77 E:6,123,831.66
ENT OR GRADE
RED DUE TO
FORM THE
LY FOR
EED WITH THE
AND/OR
ES MUST BE
PTION OF
NS MUST BE
UTILITY
NG OFFICER
L5 L6 L7
P I:
+9
9.
P I:
6+
.3
84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116
S
TE
V E
N S
D
EX UTILITY POLE,
PROTECT IN PLACE(TYP)EX PETROLEUM LINE
(CHEVRON)
R -1
L
IN
E
W W W WW W W
69+00 70+00 71+00 72+
+0
+6
CENTERLINE(TYP)
EX GAS MAIN
(VENOCO)
W W W W W
WWWWWW
W
W
W
W
W
W W W W W
INTERSECTION:
STA 76+19.45 PCH=
STA 10+00.00 R-2 LINE
SS SS SS SS SS SS
W W W W W
GAS GAS
W W
83+00 84+00 85+00 86+00
CENTERLINE(TYP)
EX UTILITY POLE,
PROTECT IN PLACE(TYP)
EX GAS MAIN
(KINDER MORGAN)
W W W W W W W W
W W W W W W W W
W W W W W W W W
EX 16" WATER MAIN(CCWD)
EX PETROLEUM LINE
(CHEVRON)
SS SS SS SS SS SS S
W W W W W W W W
GAS GAS GAS GAS GAS GAS GAS GAS GAS
97+00 98+00 99+00 100+00
CENTERLINE(TYP)
EX 16" WATER MAIN(CCWD)
EX UTILITY PO
PROTECT IN PLACE(T
EX GAS MAIN
(KINDER MORGAN)
EX PETROLEUM LINE
(CHEVRON)
SS SS SS SS SS SS SS
W W W W W W W W
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
112+00 113+00 114+00
CENTERLINE(TYP)
EX 16" WATER MAIN(CCWD)
SS SS SS SS SS SS SS
W W W W W W W
GAS GAS GAS GAS GAS GAS GAS GAS GAS
126+00 127+00 128+00
CENTERLINE(TYP)
16" WATER MAIN(CCWD)
EX UTILITY POLE,
PROTECT IN PLACE(TYP)
SS SS SS SS
W W W W W
GAS GAS GAS GAS GAS G
132+61
ACCESS CONTROL POINT #5
(FUTURE)
ACCESS CONTROL POINT #5
(FUTURE)
62+00 63+00 64+00 65+
S=1.62%
=2.78%
G B
S
TA
2+
.0
E
LE
V
2.
B V
C S
: 6 5+
.0
AC OVERLAY TRANSITION
FROM EX TO NEW RD SECTION
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
EX UTILITY POLE,
PROTECT IN PLACE(TYP)EX PETROLEUM LINE
69+00 70+00 71+00
S
PVI STA: 69+63.09
PVI ELEV: 69.05
K: 140.78
LVC: 100.00
B V
C S
: 6 9+
.0
B
V C
E : 6
7.
E V
C S
: 7 0+
.0
E
V C
E : 7
0.
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
76+00 77+00 78+00
S=2.65%E V
C S
: 7 5+
.0
E
V C
E : 8
9.
PVI STA: 77+50.00
PVI ELEV: 94.30
K: 75.64
LVC: 150.00
B V
C S
: 7 6+
.0
B
V C
E : 9
2.
E V
C S
: 7 8+
.0
E
V C
E : 9
4.
FINISH
@ CE
EXIS
@ CE
W
W W W W W
WWWWWW
W
W
W
W
W
W W W W W
INTERSECTION:
STA 76+19.45 PCH=
STA 10+00.00 R-2 LINE
83+00 84+00 85+00 8
S=-0.15% S=-0.81%
PVI STA: 82+88.33
PVI ELEV: 97.90
K: 122.91
LVC: 100.00
E V
C S
: 8 3+
.3
E
V C
E : 9
7.
82HIGH PT. STA: 83+20.44
HIGH PT ELEV: 97.84
PVI STA: 84+00.00
PVI ELEV: 97.73
K: 150.04
LVC: 100.00
B V
C S
: 8 3+
.0
B
V C
E : 9
7.
E V
C S
: 8 4+
.0
E
V C
E : 9
7.
PVI STA: 85+81.4
PVI ELEV: 96.26
K: 824.13
LVC: 100.00
B V
C S
: 8 5+
.4
B
V C
E : 9
6.
W W W
W W W W
WWWW
W W W W
W W W
W W W
16" WATER MAIN(CCWD)
90+00 91+00 92+00 93+00
S=-0.93%S=-0.93%S=-0.93%
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
W W W W W W W W
W W W W W W W W
W W W W W W W W
EX 16" WATER MAIN(CCWD)
97+00 98+00 99+00 100+00
S=-1.36%
PVI STA: 98+30.93
PVI ELEV: 88.71
K: 73.40
LVC: 100.00
B V
C S
: 9 7+
.9
B
V C
E : 8
8.
E V
C S
: 9 8+
.9
E
V C
E : 8
8.
03HIGH PT. STA: 97+80.95
HIGH PT ELEV: 88.71
PVI S
PVI
L
B V
C S
: 9 9+
.0
B
V C
E : 8
6.
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
W W W W W W W W
W W W W W W W W
W W W W W W W W
04+00 105+00 106+00 107+00
B
S
TA
+9
4.
E
LE
V
3.
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
111+00 112+00 113+00 114+00
GB STA = 113+39.57
ELEV = 55.56
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
119+00 120+00 121+00
S=-1.45%
S=-1.95%
PVI STA: 119+57.21
PVI ELEV: 43.98
K: 199.42
LVC: 100.00
B V
C S
: 1
+0 7.
B
V C
E : 4
4.
E V
C S
: 1
+0 7.
E
V C
E : 4
3.
00 FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
126+00 127+00 128+00
S=0.43% S=1.47%
C S
E
V C
E : 3
6.
PVI STA: 127+52.48
PVI ELEV: 37.04
K: 95.72
LVC: 100.00
B V
C S
: 1
+0 2.
B
V C
E : 3
6.
E V
C S
: 1
+0 2.
E
V C
E : 3
7.
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
131+00 132+00 132+61
S=1.24%
G B
S
TA
+6
1.
E
LE
V
5.
PVI STA: 130+87.21
PVI ELEV: 43.13
K: 105.34
LVC: 100.00
B V
C S
: 1
+3 7.
B
V C
E : 4
2.
E V
C S
: 1
+3 7.
E
V C
E : 4
3.
FINISHED GRADE
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
EX GAS MAIN
(KINDER MORGAN)
EX PETROLEU
-1
L
IN
E
69+00 70+00 71+00 72+
+0
+6
30'
CENTERLINE(TYP)
EDGELINE(TYP)
STA:69+34.02
OFF:0.00'
STA:69+91.87
OFF:0.00'
1 1
STA:69+63.56
OFF:21.07' L
INTERSECTION:
STA 76+19.45 PCH=
STA 10+00.00 R-2 LINE
TA:75+90.23
OFF:0.00'
83+00 84+00 85+00 86+00
CENTERLINE(TYP)
24'
EDGELINE(TYP)
+55.34 0'
.26 L
97+00 98+00 99+00 100+00
CENTERLINE(TYP) EDGELINE(TYP)
STA:97+50.00
OFF:0.00'
STA:100+28.92
OFF:10.50' L
STA:99+73.03
OFF:9.43' L
STA:98+86.75
OFF:0.50' R
112+00 113+00 114+00
EDGELINE(TYP)
24'
1 1
126+00 127+00 128+00
EDGELINE(TYP)
24'
File details come from the government source that posted it. Updated .