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LA
ST
RE
VISI
ON
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
PR
OJ
EC
T
MA
NA
GE
R
SHEET
DEL NORTESISKIYOU MODOC
HUMBOLDT
TRINITY SHASTA LASSEN
TEHAMA
MENDOCINOGLENN BUTTE
PLUMAS
SIERRA
NEVADA
PLACER
YUB
A
COLUSA
LAKE
YOLO
NAPASONOMA
EL DORADO
MARIN
AMADORALPINE
CAL
AVER
AS
CONTRACOSTA
TUOLUMNEMONO
SANTACLARA
SANTA CRUZ
ST
ANIS
LA
US
MARIPOSA
MERCED
MA
DER
A
FRESNO
MONTEREY
INYO
TULARE
KINGS
OBISPO KERN
SANTA
BARBARA
VENTURA
LOS ANGELES
SAN BERNARDINO
RIVERSIDE
IMPERIALSAN DIEGO
ORANGE
SOLANO
ALAMEDA
ME
NT
O
SA
CR
A-
JO
AQ
UINS
AN
SAN
BENITO
SAN
LUIS
SU
TT
ER
SAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTETOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
DA
TE
PL
OT
TE
D
=>
08:40
02-
AP
R-2015
POST MILESNo.
INDEX OF PLANS
TI
ME
PL
OT
TE
D
=>
R
R
NO SCALE
04
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/0412000014ab001.dgn
s114360USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31
PLANS APPROVAL DATE
RE
GIS
TE
RE
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
No.
Exp.
CIVIL
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
DATE
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
RESPONSIBLE FOR THE ACCURACY OR
OFFICERS OR AGENTS SHALL NOT BE
THE STATE OF CALIFORNIA OR ITS
CONTRACT No.
PROJECT ID
PROJECT NUMBER & PHASEUNIT
04-3G1704
01-20-15
0412000014
HOLLADAYAve
26
TH
St
25
TH
St
POTRERO
23
RD
St
25
TH
St
22
ND
St
21
ST
St
20
TH
St
17
TH
St
St
St
St
16
TH
15
TH
AL
AM
ED
A
18
TH
St
To Oa
klan
dSIL
VE
R
Ave
AU
GU
ST
A
CO
RT
LA
ND
BA
YS
HORE Blv
d
SILVER Ave OC
ALE
MA
NY
Blvd
IN
DU
ST
RI
AL
St
VERMONT St
MA
RIP
OS
A
St
SAN BRUNO
Ave
BAYSHORE Bl
vd
SIL
LI
MA
N
St
PERALTA
MA
RI
N
St
JERROLD Av
e
FAIT
H
St
BU
RR
OW
S
St
FE
LT
ON
St
Ave
BAYSHORE VIADUCT
18TH St PEDESTRIAN OC
MA
RIP
OS
A
St
CORTLAND Ave UC
BAYSHORE VIADUCTC
ES
AR
CH
AV
EZ
St
CESAR CHAVEZ UC
PEDESTRIAN OC
FAITH St
PEDESTRIAN OC
25th St PEDESTRIAN OC
22ND St
Ave
SAN BRUNO
KANSAS St
LOCATION OF CONSTRUCTION
04120000141
SF 101 3.4
0720
JO
ON
KA
NG
To Bri
sbane
Ave
BAYSHORE/ALEMANY Sep
Begin Work
Sta "F2" 180+00
VERMONT St
Sta "F2" 195+00
End Work
STA "F2" 189+20 PM 3.4
SHEET No. DESCRIPTION
THE STANDARD PLANS LIST APPLICABLE TO THIS
CONTRACT IS INCLUDED IN THE NOTICE TO
BIDDERS AND SPECIAL PROVISIONS BOOK.
TITLE SHEET AND LOCATION MAP
CONSTRUCTION AREA SIGNS
SUMMARY OF QUANTITIES
REVISED STANDARD PLANS
STRUCTURE PLANS
1
2 TYPICAL CROSS SECTIONS
3 LAYOUT
4
6 UTILITY PLAN
7
8 - 9
10
11 - 12
13 - 18
19 - 28
1 28
5
DE
SI
GN
MA
NA
GE
R
AR
LIS
SA
PA
NG
23RD St OC
DRAINAGE PLAN AND QUANTITIES
RETAINING WALL AT 23RD STREET OC
An T.
Nguyen
62776
6-30-16
1/20/15
TRAFFIC HANDLING PLAN AND QUANTITIES
BORDER LAST REVISED 10/4/2013
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010
AT 23RD STREET OVERCROSSING
IN THE CITY AND COUNTY OF SAN FRANCISCO
March 2, 2015
RO
UT
E 280
RO
UTE 101
AND QUANTITIES
TEMPORARY WATER POLLUTION CONTROL PLAN
EROSION CONTROL LEGEND AND QUANTITIES, AND PLAN
SAN FRANCISCO
St
Gate
Bridge
To
Golden
Br No. 34-0035
ACSTP-Q101(271)E
NORTHBOUNDSOUTHBOUND
ETW ETW EP R/W
VarKANSAS St
Var
02-03-15
48’5’
NOTE:
TYPICAL CROSS SECTIONSNO SCALE
X-1
FG
OG
5%
1.75:1 OR
FLATTER
"F2" 189+20.09 TO 190+30.08
1 1.00’ HMA (TYPE A)
1
2 28A
N
10/14/14
DE
SIG
N
("F2" 189+31 TO 189+94)
CHAIN LINK FENCE
RECONSTRUCT
STRUCTURE SECTION
TYPICAL PAVEMENT
"F2" LINE
4’ TO 8’
0.67’ IMPORTED SUBBASE MATERIAL0.33’ IMPORTED BASE MATERIAL0.25’ ACExist
0.67’ IMPORTED SUBBASE MATERIAL
0.33’ IMPORTED BASE MATERIAL
0.33’ CTB
0.67’ PCC
Exist
ROUTE 101
10’ TO 12.5’
Var
CP
An T.
Nguyen
62776
6-30-16
1/20/15
VarVar
4’-6’4’ TO 47.5’
(SEE STRUCTURE PLANS)CHAIN LINK FENCE
(SEE STRUCTURE PLANS)RETAINING WALL
SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE
3-2-15
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014ca001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 SF 101 3.4
AR
LIS
SA
PA
NG
AN
NG
UY
EN
LA
WR
EN
CE
A. J
ON
ES
(SEE STRUCTURE PLANS)
(TYPE 60D)
CONCRETE BARRIER
(SEE DRAINAGE PLANS)CONCRETE GUTTER
SEE STRUCTURE PLANS
FOR EXCAVATION AND BACKFILL LIMITS,
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014ea001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 SF 101 3.4
DE
SIG
NA
RLIS
SA
PA
NG
AN
NG
UY
EN
+31
+94
CA
LL1358
SI
NS1437
27.189
4 6 7 8 9 1 2 3185 1904 6 7 8 9 1 2 3
871.42’
185 190
1
2
3
no park
SI
NM10130
123.56
, other, 0.00’
wi
d., 0.00’ depth
CA
B10190
99.01
no park
SI
NM10131
104.30
stop
SI
NM10132
95.72
, cable
TV, 0.00’
wi
d., 0.00’ depth
CA
B10191
100.56
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10199
102.71
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10213
124.81
, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10214
119.51
74
72
86
96
94
92
88
124
86
118
116
114
112
108
106
84
102
104
122
112
108
106
86
78
102
102
98
96
94
92
88
76
82
108
106
104
102
104
106
98
96
94
92
88
84
82
114
84
78
116
114
108
106
104
112
118
98
80
120
110
80
110
100
90
100
90
, 0.94’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10133
94.59
,
PO
LE10185
95.65
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10184
93.69
,
PO
LE10186
96.46
,
PO
LE10187
97.13
backflo
w valve
UT
LA10188
96.26
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10022
76.26
,
water valve, 0.00’
wi
d., 0.00’ depth
PB10198
101.17
WM10134
95.63
PE
D10139
99.59
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10048
71.84
120, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10150
124.37
, other, 0.00’
wi
d., 0.00’ depth
PB10180
109.19
, other, 0.00’
wi
d., 0.00’ depth
PB10181
109.47
, 0.00’ dia.
WL10177
111.55
, other, 0.00’
wi
d., 0.00’ depth
PB10182
108.35
, 0.00’ dia.
WL10178
104.55
, other, 0.00’
wi
d., 0.00’ depth
PB10183
108.14
, other, 0.00’
wi
d., 0.00’ depth
CA
B10189
97.80
, 0.00’ dia.
WL10179
107.27
No. # R T L
1 2500’ 63.27’ 126.51’ 461794.82 1447696.23
2 2000’ 99.52’ 198.88’ 462692.30 1448147.77
3 1000’ 159.03’ 315.42’ 462845.91 1449135.90
3
4
6
7
195
3
4
6
7
195
2
VERMONT St
KANSAS St
23
RD
St
01-21-15
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
LAYOUTSCALE: 1" = 50’
L-1
"F2" LINE
LEGEND:
STRUCTURAL SECTION NUMBER
R/WR/W
R/W
R/W
80
100
90
"W1" LINE
1
3 28
CURVE DATA NUMBERNo.CCS ZONE ".
"COORDINATE VALUES SHOWN ARE
27 3
CURVE DATA
N-COORDINATE E-COORDINATE
AN
10/14/14
LA
WR
EN
CE
A. J
ON
ES
ROUTE 101
10 11
62.33’ Rt "F2" 190+30.08 POT =
(TYPE 60D) CONFORM
"W1" 189+45.12
"F2" 183+26.51 EC
+89.6
1/20/15
An T.
Nguyen
62776
6-30-16
CHAIN LINK FENCEBEGIN RECONSTRUCT
CHAIN LINK FENCEEND RECONSTRUCT
49’ Rt "F2" +72
3-2-15
No.
02° 53’ 58"
05° 41’ 51"
"W1" 10+00 POT
56’ Rt "F2" 189+20.09 POT =
"W1" 11+10.00 POT
18° 04’ 20"
"F2" 193+96.81 PCC
"F2" 191+97.93 BC
23
RD
St
END REMOVE Ret WALL
BEGIN REMOVE Ret WALL
BEGIN Ret WALL AND CONCRETE BARRIER
N 03^ 08’ 18" W
(TYPE 60D)END Ret WALL AND CONCRETE BARRIER
4 6 7 8 9 1 2 3185 190
no park
SI
NM10130
123.56
no park
SI
NM10131
104.30
stop
SI
NM10132
95.72
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10199
102.71
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10213
124.81
, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10214
119.51
74
72
86
96
94
92
88
124
86
118
116
114
112
108
106
84
102
104
122
112
108
106
86
78
102
102
98
96
94
92
88
76
82
108
106
104
102
104
106
98
96
94
92
88
84
82
114
84
78
116
114
108
106
104
112
118
98
80
90
120
110
80
80
110
100
90
100
100
90
, 0.94’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10133
94.59
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10184
93.69
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10022
76.26
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10048
71.84
120, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10150
124.37
3
4
6
7
195
2
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
TEMPORARY DRAINAGE INLET PROTECTION
2TEMPORARY DRAINAGE INET PROTECTION EA
TEMPORARY FIBER ROLL
TEMPORARY FIBER ROLL
TEMPORARY HYDRAULIC MULCH (BFM)
LF
SQYD
450
400
TEMPORARY HYDRAULIC MULCH (BFM)
LEGEND:
TEMPORARY WATER POLLUTION CONTROL QUANTITIES
ITEM UNIT STATION QUANTITY
APPROVED FOR WATER POLLUTION CONTROL WORK ONLY
SCALE: 1" = 50’
01-06-15
AND QUANTITIESTEMPORARY WATER POLLUTION CONTROL PLAN
4 28G
T
10/14/14
"F2" 188+85 TO 189+92
"F2" 189+20 TO 190+30
"F2" 189+20 TO 190+30
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014gb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0702 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 SF
KA
MR
AN
NA
KHJIRI
GA
NG
A
TRIP
AT
HI
KA
MR
AN
NA
KHJIRI
101 3.4
SB
NB
ROUTE 101
R/WR/W
R/W
R/W
1/20/15
78447
9-30-15
Ganga D.
Tripathi
3-2-15
"F2" LINE
VERMONT St
KANSAS St
23
RD
St
23
RD
St
WA
TE
R
QU
ALIT
Y
WPC-1
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014ia001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 SF 101 3.4
DE
SIG
NA
RLIS
SA
PA
NG
AN
NG
UY
EN
CA
LL1358
SI
NS1437
27.189
4 6 7 8 9 1 2 3185 1904 6 7 8 9 1 2 3185 190
no park
SI
NM10130
123.56
, other, 0.00’
wi
d., 0.00’ depth
CA
B10190
99.01
no park
SI
NM10131
104.30
stop
SI
NM10132
95.72
, cable
TV, 0.00’
wi
d., 0.00’ depth
CA
B10191
100.56
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10199
102.71
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10213
124.81
, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10214
119.51
74
72
86
96
94
92
88
124
86
118
116
114
112
108
106
84
102
104
122
112
108
106
86
78
102
102
98
96
94
92
88
76
82
108
106
104
102
104
106
98
96
94
92
88
84
82
114
84
78
116
114
108
106
104
112
118
98
80
120
110
80
110
100
90
100
90
, 0.94’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10133
94.59
,
PO
LE10185
95.65
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10184
93.69
,
PO
LE10186
96.46
,
PO
LE10187
97.13
backflo
w valve
UT
LA10188
96.26
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10022
76.26
,
water valve, 0.00’
wi
d., 0.00’ depth
PB10198
101.17
WM10134
95.63
PE
D10139
99.59
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10048
71.84
120, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10150
124.37
, other, 0.00’
wi
d., 0.00’ depth
PB10180
109.19
, other, 0.00’
wi
d., 0.00’ depth
PB10181
109.47
, 0.00’ dia.
WL10177
111.55
, other, 0.00’
wi
d., 0.00’ depth
PB10182
108.35
, 0.00’ dia.
WL10178
104.55
, other, 0.00’
wi
d., 0.00’ depth
PB10183
108.14
, other, 0.00’
wi
d., 0.00’ depth
CA
B10189
97.80
, 0.00’ dia.
WL10179
107.27
3
4
6
7
195
3
4
6
7
195
2
VERMONT St
KANSAS St
23
RD
St
01-22-15
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
"F2" LINE
R/WR/W
R/W
R/W
90
"W1" LINE
5 28A
N
10/14/14
LA
WR
EN
CE
A. J
ON
ES
DR
AI
NA
GE
UNIT
DR
AI
NA
GE
SY
ST
EM
No.
LF
a
1171
TOTAL
117
DESCRIPTION STATION
"W1" 10+00 TO 11+10
FL Elev 77.32
3.08’ Rt "W1" 10+80
FL Elev 86.93
3.08’ Rt "W1" 11+10
FL Elev 81.12
Conc GUTTER
2"
5"
.. ...
.
.
.
.
.
.
..
..
.
. .
.
.
1’
2"
3"
8"
4"
1"
SECTION A-A
... .
..
.
.
.
.
.
..
.
..
...
.
..
.
.
...
..
.
... ...
HMA PAVEMENT
TOP OF HMA PAVEMENT
CONFORM GUTTER FL TOConc BARRIER
EQUAL ELEVATION
PLAN
DETAIL A
GUTTER TRANSITION AT RETAINING WALL
A A
APPROVED FOR DRAINAGE WORK ONLY D-1
SCALE: 1" = 50’
DRAINAGE PLAN AND QUANTITIES
SEE DETAIL A
Ret WALL
Ret WALL
ROUTE 101
NB
SB
90
80
100
80
100
10 11
Ret WALLBACK OF
a
1
6" P
LA
STIC
PIP
E
EA
b
c
9
1
6" PLASTIC PIPE
b
c
6" PLASTIC PIPE
DRAINAGE QUANTITIES
9 1
(G
UT
TE
R)
MI
NO
R
CO
NC
RE
TE
"W1" 10+04.5
"W1" 10+04.5
3.08’ Rt "W1" 10+04.5
1/20/15
An T.
Nguyen
62776
6-30-16
CONCRETE GUTTER
Conc GUTTER
21" RCP 18" RCP
15" RCP
NOTE:
AND GRATE DETAILS.
1. SEE STANDARD PLAN B3-6 FOR CONCRETE GUTTER, WALL DRAIN,
GR
AT
E (
N)
GRATE FOR 6" PP
HORIZONTAL DRAINS
GRATE
(N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY
END Ret WALL
3-2-15
23
RD
St
PLANS)STRUCTUREGUTTER (SEE
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014ka001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 6 28SF 101 3.4
DE
SIG
NA
RLIS
SA
PA
NG
AR
LIS
SA
PA
NG
AN
NG
UY
EN
4 6 7 8 9 1 2 3185 1904 6 7 8 9 1 2 3185 190
no park
SI
NM10130
123.56
no park
SI
NM10131
104.30
stop
SI
NM10132
95.72
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10199
102.71
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10213
124.81
, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10214
119.51
74
72
86
96
94
92
88
124
86
118
116
114
112
108
106
84
102
104
122
112
108
106
86
78
102
102
98
96
94
92
88
76
82
108
106
104
102
104
106
98
96
94
92
88
84
82
114
84
78
116
114
108
106
104
112
118
98
80
90
120
110
80
80
110
100
90
100
100
90
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10184
93.69
120, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10150
124.37
3
4
6
7
195
3
4
6
7
195
2
VERMONT St
KANSAS St
23
RD
St
23
RD
St
01-21-15
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
"F2" LINE
CABLE TV
COMCAST
CABLE TV
COMCAST
UTILITY PLAN
U-1
SCALE: 1" = 50’
"F2" LINE
AN
10/14/14
NB
ROUTE 101SB
"W1" LINE
CABLE TV
COMCAST
CABLE TV
COMCAST
CA
LL1358
CA
B10190
99.01
, cable
TV, 0.00’
wi
d., 0.00’ depth
CA
B10191
100.56
94.59
,
PO
LE10185
95.65
96.46
97.13
backflo
w valve
96.26
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10022
76.26
,
water valve, 0.00’
wi
d., 0.00’ depth
PB10198
101.17
WM10134
95.63
PE
D10139
99.59
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10048
71.84
PB10180
109.19 P
B10181
109.47
WL10177
111.55
PB10182
108.35
WL10178
104.55
PB10183
108.14
CA
B10189
97.80
WL10179
107.27
PG&E
ABBREVIATION:
WATER LINE
OWNERSHIP
GAS LINE
LEGEND:
UTILITIES EXISTING UTILITIES
SEWER LINE
PG&E
CITY OF SAN FRANCISCO
6" WATER LINE
8" WATER LINE
12" WATER LINE
8" WATER LINE
10" STEEL SEWER LINE
8" VCP SEWER LINE
18" VCP SEWER LINE
12 kV, PG&E
2" GAS LINE4" GAS LINE
6" GAS LINE
TELEVISION COMCAST
STORM DRAIN
ELECTRICAL PG&E
CITY OF SAN FRANCISCO
21" RCP 18" RCP
15" RCP
2" GSP Irr
HORIZONTAL DRAINS
33" VCP SEWER LINE
1/20/15
An T.
Nguyen
62776
6-30-16
R/WR/W
R/W
R/W
CITY OF SAN FRANCISCO, CALTRANS
3-2-15
PACIFIC GAS AND ELECTRIC
THIS PLAN TO BE USED FOR UTILITY INFORMATION ONLY
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014la001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 7 28SF 101 3.4
APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY CS-1
NO SCALE
CONSTRUCTION AREA SIGNS
01-06-15
PANEL SIZESIGN MESSAGE
END ROAD WORK
W20-1
G20-2
ROAD WORK AHEAD 48" x 48"
48" x 24"2
1
No. CONSTRUCTION AREA SIGN NUMBER
1
3
4 G20-2 END ROAD WORK
ROAD WORK AHEAD 36" x 36"
36" x 18"
1
2
2
W20-1
LEGEND:
NOTE:
RO
LA
ND
AU-
YE
UN
GT
RA
FFIC
SIGNNo. AND SIZE
No. OF POSTS No. OF
SIGNS
AREA SIGNS
STATIONARY MOUNTED CONSTRUCTION
26
TH
St
25
TH
St
23
RD
St
25
TH
St
22
ND
St
21
ST
St
20
TH
St
AveSAN BRUNO
KANSAS St
3
2
4
1
3
4
VERMONT St
POTRERO Ave
RO
UTE 101
To OaklandTo Brisbane
S A N F R A N C I S C O
MUTCDCODE
Struven
Jerilyn L.
49964
12-31-16
1/20/15
3-2-15
EXACT LOCATION AND POSITION OF SIGN TO BE DETERMINED BY THE ENGINEER.
1. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE.1 - 4" x 6"
1 - 4" x 6"
1 - 4" x 6"
1 - 4" x 4"
UV
1/6/15
ULIC
ES
VE
GA
JE
RIL
YN
ST
RU
VE
N
01-06-15
CLOSED
SHOULDER
AHEAD
CLOSED
SHOULDER
RIGHT
WORK
SHOULDER
W21-5 W21-5bR C30A (CA)
1 2 3
A
AR/W
KANSAS St
ETW ES
10’
CONSTRUCTION AREA
Temp RAILING (TYPE K)
MODULE (ARRAY ’TS14’)
Temp CRASH CUSHION
SI
NS1437
27.189
no park
SI
NM10130
123.56
no park
SI
NM10131
104.30
stop
SI
NM10132
95.72
, 0.94’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10133
94.59
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10022
76.26
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10048
71.84
CHANNELIZER (SURFACE MOUNTED) 25’ C-C
APPROVED FOR TRAFFIC HANDLING WORK ONLY
TRAFFIC HANDLING PLANSCALE: 1" = 50’
TH-1
LEGEND:
CONSTRUCTION AREAD
ESIG
N
4 6 7 8 9 1 2 3185 1904 6 7 8 9 1 2 3185 190
"F2" LINE
SECTION A-A
23
RD
St
23
RD
St
VERMONT St
KANSAS St
+35
+35
+49
AN
10/14/14
8 28
1500’ 1000’ 500’
(TYPE K)
BEGIN Temp RAILING
(TYPE K)
END Temp RAILING
SB
NB
ROUTE 101
R/W
R/W
R/W R/W
1/20/15
An T.
Nguyen
62776
6-30-16
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014md001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 SF 101 3.4
AR
LIS
SA
PA
NG
AN
NG
UY
EN
LA
WR
EN
CE
A. J
ON
ES
3-2-15
01-14-15
1
2
W21-5 1
1
PANEL SIZESIGNS
No. OF
No.
SIGN
CODE
MUTCD
POSTS AND SIZE
NUMBER OFLOCATION
No.
SHEET
3
NB ROUTE 101 TH-1 W21-5bR
SHOULDER WORK
RIGHT SHOULDER CLOSED AHEAD
SHOULDER CLOSED
48" x 48"
48" x 48"
48" x 48" 1
NOTE: FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONTRUCTION AREA SIGNS PLAN.
TH-1
No.
SHEET
TRAFFIC HANDLING QUANTITIES
STATION
"F2" 186+14 TO 191+40
14
320
10
EA LF EA
THQ-1
TRAFFIC HANDLING QUANTITIES
DE
SIG
N
"F2" 187+35
"F2" 187+35 TO 190+49
9 28A
N
10/14/14
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
(TYPE K)TEMPORARY RAILING
(SURFACE MOUNTED)CHANNELIZER
C30A(CA)
(1) 4" x 6"
(1) 4" x 6"
(1) 4" x 6"
(ARRAY ‘TS14’)CUSHION MODULE
TEMPORARY CRASH
1/20/15
An T.
Nguyen
62776
6-30-16
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014mf001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 SF 101 3.4
AR
LIS
SA
PA
NG
AN
NG
UY
EN
LA
WR
EN
CE
A. J
ON
ES
3-2-15
SIGN MESSAGE
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014pa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0720 PROJECT NUMBER & PHASE 04120000141BORDER LAST REVISED 7/2/2010
04 10 28SF 101 3.4
DE
SIG
NA
RLIS
SA
PA
NG
AR
LIS
SA
PA
NG
AN
NG
UY
EN
01-20-15
SUMMARY OF QUANTITIES
Q-1
TOTAL
RE
CO
NS
TR
UC
T
CH
AI
N
LI
NK
FE
NC
E
(T
YP
E
A)
57
57
63
TON
63
ROADWAY QUANTITIES
DIRECTION
AN
10/14/14
LF
"F2" 189+20.09 TO 190+30.08
HO
T
MI
X
AS
PH
AL
T
"F2" 189+31 TO 189+94
1/20/15
An T.
Nguyen
62776
6-30-16
NB
NB
3-2-15
STATION
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
LICENSED LANDSCAPE ARCHITECT
SE
NI
OR
LA
ND
SC
AP
E
AR
CHIT
EC
T
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:53
06-
MA
R-2015
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s114360
DGN FILE => 0412000014tc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0792 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
WA
TE
R
QU
ALIT
YD
AVI
D
W
YA
M
ECL-1
SEED(COMMON NAME)
BOTANICAL NAME
(MINIMUM)
PERCENT GERMINATION
(SLOPE MEASUREMENT)
SEED PER ACRE
POUNDS PURE LIVE
SEED MIX
SEQUENCERATE
APPLICATIONITEM
TYPEDESCRIPTION
MATERIAL
STEP 4
GUAR
FIBER
TACKIFIERHYDROMULCHSTEP 5
FIBERHYDROSEED
SEED MIX 1
EROSION CONTROL TYPE 1
1500 LB/ACRE
500 LB/ACRE
48 LB/ACRE
125 LB/ACRE
MI
X 1
SEED PRODUCED IN CALIFORNIA ONLY.1
1040
1140
735
TOTAL
(PURPLE NEEDLEGRASS)
NASSELLA PULCHRA
440(TOMCAT CLOVER)
TRIFOLIUM WILDENOVII 1
1160
48
AN
GE
LA
KW
AN
DA
VI
D
W
YA
M
STEP 1 MEDIUMCOMPOST
SED
LANDS
C
RREN
WA
D
N
APE
YAM
R
.
19
HI
C
TE
A
oN
49 CT
Signature
Renewal Date
DA
LI
VICE
Date
STEP 3 FIBER ROLLS FIBER ROLLand 1.1lb/ft
8" TO 10" DIA.
11-30-15
WOOD
WOOD
STEP 2 TYPE BNETTING
COMPOST 17 CY/ACRE
CONTROL PRODUCTSROLLED EROSION
(CALIFORNIA BROME)
BROMUS CARINATUS
(NODDING NEEDLEGRASS)
NASSELLA CERNUA
(HYDROSEED)EROSION CONTROL
SQFT SQFT
(HYDROMULCH)EROSION CONTROL
FIBER ROLLS
LF
4,400
4,400
4,400 4,400
4004,4004,400
400
No.
SHEET
EC-1
TOTAL
EROSION CONTROL QUANTITIES
01-20-15
04 SF 101 3.4 2811
04120000141
SQFT
4,400
4,400
(NETTING) TYPE BPRODUCT
EROSION CONTROL ROLLED
COMPOST
SQFT
(BLUE WILDRYE)
ELYMUS GLAUCUS
140(CALIFORNIA COFFEEBERRY)
RHAMNUS CALIFORNICA
30
(TOYON CHRISTMAS BERRY)
HETEROMELES ARBUTIFOLIA 4
LEGEND:
EROSION CONTROL TYPE 1
FIBER ROLLS
AK
1/6/15
3-2-15
EROSION CONTROL LEGEND AND QUANTITIES
1-6-15
04120000141
04 12 28SF 101 3.4
+31
+94
CA
LL1358
4 6 7 8 9 1 2 3871.42’185 1904 6 7 8 9 1 2 3185 190
no park
SI
NM10130
123.56
no park
SI
NM10131
104.30
stop
SI
NM10132
95.72
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10199
102.71
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10213
124.81
, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10214
119.51
74
72
86
96
94
92
88
124
86
118
116
114
112
108
106
84
102
104
122
112
108
106
86
78
102
102
98
96
94
92
88
76
82
108
106
104
102
104
106
98
96
94
92
88
84
82
114
84
78
116
114
108
106
104
112
118
98
80
90
120
110
80
80
110
100
90
100
100
90
, 0.94’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10133
94.59
, other, 0.00’
BH
D, 0.00’
DL
D
TR
EE10184
93.69
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10022
76.26
, 1.08’ to
FL, 0.00’ to
FL, 0.00’ to
FL
DI
10048
71.84
120, pi
ne, 0.00’
BH
D, 0.00’
DL
D
TR
EE10150
124.37
, other, 0.00’
wi
d., 0.00’ depth
PB10180
109.19
, other, 0.00’
wi
d., 0.00’ depth
PB10181
109.47
, 0.00’ dia.
WL10177
111.55
, other, 0.00’
wi
d., 0.00’ depth
PB10182
108.35
, 0.00’ dia.
WL10178
104.55
, other, 0.00’
wi
d., 0.00’ depth
PB10183
108.14
, 0.00’ dia.
WL10179
107.27
3
4
6
7
195
3
4
6
7
195
2
VERMONT St
KANSAS St23
RD
St
23
RD
St
W1 LINE
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
SCALE: 1" = 50’
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
LICENSED LANDSCAPE ARCHITECT
SE
NI
OR
LA
ND
SC
AP
E
AR
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R-2015
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
12-16-14
USERNAME => s114360
DGN FILE => 0412000014te001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0792 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
E
D
Signature
Renewal Date
11-30-15
S
D LANDS
C
RREN
WA
N
APE
YAM
R
.
19
HI
C
TE
A
oN
49 C
DA
LI
VICE
Date
T
AN
GE
LA
KW
AN
DA
VI
D
W
YA
MD
AVI
D
W
YA
MW
AT
ER
QU
ALIT
Y
EROSION CONTROL PLAN
EC-1
400 LF FIBER ROLLS
EROSION CONTROL TYPE 1 4,400 SQFT
R/W R/W
R/W
R/W
AK
1/6/15
ROUTE 101SB
NB
"F2" LINE
1-6-15
3-2-15
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE:
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
LAYOUT
SPECIFICATIONS
BY
BY
BY CHECKED
CHECKED
CHECKED
BY
BY
FACTOR DESIGN
LOAD & RESISTANCE
PLANS AND SPECS
COMPARED
CHECKED
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
0 1 2 3
34e0020-a-gp01.dgnFILE =>
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RP
OFESSIONAL
EN
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AINROFILACFO
ETA
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No.
Exp.
CIVIL
SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01-10)
GENERAL PLAN
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
Alireza Yazdani
16
3617
04120000141 04-3G1701
34E0020
3.40
N3̂ 08’18"W
190+00 +20+80+60+40+20
10+00
N2^19’24"W"W1" LINE
"F2" LINE
+20 +40 +60 +80
PLAN
1" = 10’
60.77’ Rt "F2"
= 189+20.09
10+00.00 "W1"
Beg WALL
11+10.00 "W1"
END WALL
1" = 10’
MIRRORED ELEVATION
LEGEND:
Indicates Existing Structure
Indicates New Structure
�" = 1’-0"
TYPICAL SECTION
1
Alireza Yazdani
Muthanna Omran
Muthanna Omran
Ghiath Taleb-Agha
62.33’ Rt "F2"
= 190+30.08
+40
11+00
"F2" LINE "W1" LINE = RW LOL
TOP OF WALL
A76A
TREATED TIMBER LAGGING
30"Ø DRILLED HOLE
FG
(SEE NOTE 2)
1
1.75
Approx OG
10+00 11+00+20 +40 +60 +80
END WALL
TOP OF WALLSta 10+00.00
Approx OG
+20
Sta 11+10.00
BARRIER
TOP OF Conc
+80
SEE NOTE 1
Elev 88.28
Sta 10+79.68
RETAINING WALL AT 23RD STREET OC
110’-0" MEASURED ALONG "W1" LINE
2’-6" 1’-0"
08-05-14
TEXTURE
FRACTURED RIB
FACING
6" CIP CONCRETE
W18x86 STEEL SOLDIER PILE
BOTTOM OF CONCRETE FACING
02-04-15 10
SEE NOTE 5
DRAIN
GEOCOMPOSITE
20’-0"
VA
RIE
S
VARIES
2’-0"
"ROADWAY PLANS"
GUTTER, SEE
PLANS"
SEE "ROADWAY
TYPE K,
Temp RAILING
Elev 78.65’ (–)
BEGIN WALL
DATUM Elev = +48’-0"
Elev 82.45’
Elev 76.45’
Elev 71.55’
Tony Cotton / Min Yu
SEE NOTE 3
TYPE 60D
Conc BARRIER
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
BRIDGE NO.
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
SB ROUTE 101
NB ROUTE 101
SEE "NOTE 4"
WALL TYPE 1
Exist RETAINING
SEE "NOTE 4"
WALL (PORTION),
REMOVE Exist RETAINING
REINFORCED CONCRETE CAP
02-10-15
DS#1B, SEE "ROADWAY PLANS"
6’-0"
4’-6"
16 SPACES @ 6’-0" = 96’-0"
SOLDIER PILEW18x86 STEEL
24’-10�" –
(MODIFIED)
(TYPE CL-4)
FENCE
CHAIN LINK
RSP
A85
PLANS"SEE "ROADWAYBEHIND WALLApprox GUTTER
12-19-14
Alireza Yazdani
Elaheh Mansoubi Elaheh Mansoubi
An Nguyen
CHAIN LINK FENCE
FG
CONCRETE FACING
BOTTOM OF WALL
6. Kansas St is not shown, see "FOUNDATION PLAN" sheet
Standard Plan B3-6 and "ROADWAY PLANS"
5. Face of wall Outlet for 6" Dia Plastic Pipe, see
and Concrete Barrier Type 60D
4. Remove existing Retaining Wall Stem, Chain Link Fence,
with the existing wall and barrier
3. Match the wall and barrier’s face and elevation
the existing embankment slope, see "ROADWAY PLANS"
however at wall ends gradually conform to
2. Embankment slope may be as steep as 1.75H:1V,
profile with a smooth vertical curve (R=10 ft)
1. Match top of wall elevation with the existing wall
NOTES: QUANTITIESLUMP SUM
7 LF
634 CY
43 CY
45 CY
62 CY
16 CY
732 CY
524 LF
404 LF
33 CY
433 SQFT
8,840 LB
4 MFBM
LUMP SUM
110 LF
110 LFCONCRETE BARRIER (TYPE 60D)
CHAIN LINK FENCE (TYPE CL-4)(MODIFIED)
CLEAN AND PAINT STEEL SOLDIER PILING
TIMBER LAGGING
BAR REINFORCING STEEL (RETAINING WALL)
FRACTURED RIB TEXTURE
STRUCTURAL CONCRETE, RETAINING WALL
30" DRILLED HOLE
STEEL SOLDIER PILE (W 18 X 86)
IMPORTED BORROW (CY)
LEAN CONCRETE BACKFILL
CONCRETE BACKFILL (SOLDIER PILE WALL)
STRUCTURE BACKFILL (SOLDIER PILE WALL)
(NATURALLY OCCURRING ASBESTOS)
STRUCTURE EXCAVATION (SOLDIER PILE WALL)
(NATURALLY OCCURRING ASBESTOS)
ROADWAY EXCAVATION
CORE CONCRETE (36")
REMOVE RETAINING WALL (PORTION) (LS)
QUANTITIES
3-2-15
28193.4
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 34e0020-a-itp.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
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=>
s114360
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06-
MA
R-2015
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09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
3617
34E0020
3.40
04120000141 04-3G1701
Alireza Yazdani
INDEX TO PLANS
SHEET NO TITLE
STANDARD PLAN SHEET NO.
DETAIL NO.
STANDARD PLANS DATED 2010
SOIL PARAMETERS:
STRUCTURAL TIMBER:
n
f’c
fy
= 8
= 4 ksi
= 60 ksi
Treated Douglas Fir No.1 or better, timber to be full sawn.
DESIGN:
NO SCALE
LEGEND:
INDEX TO PLANS
REINFORCED CONCRETE:
Approx OG
FG
RSP
STEEL SOLDIER PILE:
RETAINING WALL AT 23RD STREET OC
08-07-14 02-04-15 2 10
GENERAL NOTES
with California Amendments
AASHTO LRFD Bridge Design Specifications, 6th Edition
Minh VO
Minh Vo
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
Ghiath Taleb-Agha Alireza Yazdani
ASTM A572 / A572M Grade 50 Min
EXCAVATION AND BACKFILL
LIMITS OF PAYMENT FOR
EXCAVATION BACKFILL
FG
LIVE LOAD:
250 psf equivalent to 2 ft soil weight
1’-0"
Structure Backfill (Soldier Pile Wall)
10 LOG OF TEST BORINGS
9 ARCHITECTURAL TREATMENT
8 WALL DRAIN DETAILS
7 RETAINING WALL DETAILS NO. 3
6 RETAINING WALL DETAILS NO. 2
5 RETAINING WALL DETAILS NO. 1
4 FOUNDATION PLAN
3 STRUCTURE PLAN
2 INDEX TO PLANS
1 GENERAL PLAN
01-21-15
1’-0"
maximum pressure = 34H psf
* Seismic loading Triangular Stress distribution with
coefficient, Kp = 3.5
Active pressure coefficient, Ka = 0.28, Passive pressure
Friction angle = 34^
Soil weight = 135 lb/ft¯
* For soil below ground level:
Active pressure coefficient, Ka = 0.4, Slope Angle = 30^
Friction angle = 30^
Soil weight = 125Lb/ft¯
* For Backfill Soil:
(For determination of Design Lateral Earth Pressures)
BOTTOM OF CONCRETE FACING BOTTOM OF CONCRETE FACINGRSP A85 CHAIN LINK FENCE
B11-7 CHAIN LINK RAILING
B3-6 RETAINING WALL DETAILS No. 2
A76A CONCRETE BARRIER TYPE 60D
A10H LEGEND - ROCK
A10G LEGEND - SOIL (SHEET 2 OF 2)
A10F LEGEND - SOIL (SHEET 1 OF 2)
A10E LINES AND SYMBOLS (SHEET 3 OF 3)
A10D LINES AND SYMBOLS (SHEET 2 OF 3)
A10C LINES AND SYMBOLS (SHEET 1 OF 3)
A10B ABBREVIATIONS (SHEET 2 OF 2)
A10A ABBREVIATIONS (SHEET 1 OF 2)
(Naturally Occuring Asbestos)
Structure Excavation (Soldier Pile Wall)
12-19-14
Franklin Maagma / Tony Cotton 16DESIGN BRANCH
= FGAprox OG
= FGAprox OG
1’-0"
1
1.75
OR FLATTER
1’-0"
Imported Borrow
1. See "FOUNDATION PLAN" for approximate Limits
Note:
Max 47’-6" – Max 47’-6" –
2’-6" –
Asbestos)
Roadway Excavation (Naturally Occuring
SEE NOTE 1 SEE NOTE 1
3-2-15
20 283.4
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 34e0020-c-sp01.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
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=>
06-
MA
R-2015
TI
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09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
3617
34E0020
3.40
04120000141 04-3G1701
Alireza Yazdani
STRUCTURE PLAN
STATION
10+00
10+05
10+10
10+15
10+20
10+25
10+30
10+35
10+40
10+45
10+50
10+55
10+60
10+65
10+70
10+75
10+80
ELEVATION
TOP WALL
1" = 5’
3
6 7 7 7 5 4 36666666677
10+85
10+90
10+95
11+00
11+05
11+10
78.65
82.45
10+00 11+00+80 +20 +40 +60 +80
Beg WALL END WALL
TOP OF WALL
Sta 10+00.00
Approx OG
110’-0" MEASURED ALONG "W1" LINE
1’-0"
+20
Sta 11+10.00
79.24
79.87
80.50
81.14
81.77
82.40
83.03
83.66
84.30
84.93
85.56
86.19
86.82
87.46
Elev 82.45
Elev 76.45
Elev 71.55
= +48’-0"DATUM Elev
88.09
83.48
84.51
85.54
86.56
87.59
88.26
Elev 78.65–
Franklin Maagma/T. Cotton
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
RETAINING WALL AT 23RD STREET OC
08-07-14
LAGGINGTREATED TIMBER
MIRRORED ELEVATION
10
TO REMAINWALL (TYPE 1)EXISTING RETAINING
BARRIERTOP OF Conc
� PILE
CONCRETE FACINGBOTTOM OF WALL
LAGGINGBOTTOM OF TIMBER
6
Minh Vo
Minh Vo
LAGGING BETWEEN PILES
NUMBER OF TIMBER
STEEL PILE LENGTH (ft)
PILE NO.
25
1
25
2
26
3
26
4
27
5
27
6
28
7
28
8
28
9
29
10
29
11
30
12
31
13
31
14
30
15
28
16
27
17
25
18
24
19
4’-6"
Ghiath Taleb-Agha Alireza Yazdani
GUTTEREXISTING
B3-6
SEE "NOTE 1"
12-10-14
FOR 6" Dia PLASTIC PIPEFACE OF WALL OUTLET RETAINING WALL,
DETAILS NO. 3" SHEET"RETAINING WALL JOINT DETAILS, SEE FOR EXPANSION
2’-6" 16 PILES SPACES @ 6’-0" = 96’-0"6’-0" 4’-6"
(17 LOCATIONS)"WALL DRAIN DETAILS" SHEETWEEP HOLES, SEE
12-17-14
(FENCE NOT SHOWN)
SEE "ROADWAY PLANS"GUTTER BEHIND WALL
to the existing gutter at the wall beginning, see "ROADWAY PLANS"1. Create a low point for gutter drainage inlet, and match the elevation
NOTES:
12-19-14
DESIGN BRANCH 16
21 28
3-2-15
3.4
190 191
10
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE:
VERT.DATUM
HORZ.DATUM SURVEYED
DRAFTED
PHOTOGRAMMETRY AS OF:
CHECKED
CHECKED
SCALE
PRELIMINARY INVESTIGATION SECTION DESIGN
DETAILS
QUANTITIESCHECKED
CHECKED
CHECKED
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
X
BY
BYBY
BY
BY
BY
BY
ALIGNMENT TIES
0 1 2 3
BRIDGE NO.
POST MILE
34e0020-e-fpl01.dgnFILE =>
SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
04-3G1701
STRUCTURES FOUNDATION PLAN SHEET (ENGLISH) (REV. 09-01-10) 3646
Dist TRAVERSE SHEET
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189
"F2" LINE
N3°08’18"W
ROUTE 101
"W1" LOL RETAINING WALL
75
80
85
90
95
8075
100105 110
115120
120
115
110
105
100
95
90
85
8075
SURVEY CONTROL
AC PCCDI
PCCDI
WATER LINE
SLIDE EDGE
SLI
DE
ED
GE
SLI
DE
ED
GE
CHAIN LINK FENCE
Dia=UNKNOWN
Dia=UNKNOWN PULL BOXES
UTILITY
SIGN
PCC
VALVE
WATERCABINETS
UTILITYPOLE
1"=10’ DISTRICT
T. ZOLNIKOV 08/2013
J. BORDEN 08/2013
L. LEW 08/2013
ETW
PCC CURB
PCC
PCC
To Brisbane
To Sausalito
CABINET
CABLE TV
PEDESTAL
TELEPHONE
AC
KANSAS STREET
3.40
AC
NGVD29
NAD27
0412000014 1
04 SF 101
WP=5005 (NOT SHOWN ON PLAN)
Fnd LEAD AND TACK
98.86 Ft Rt Rte 101
Sta 179+77.83
E 1,450,285.77
N 461,574.97
Elev = 83.58
WP=5006 (NOT SHOWN ON PLAN)
Fnd BRIDGE PIN
12.81 Ft Lt Rte 101
Sta 187+87.80
N 462,391.59
E 1,450,154.43
Elev = 91.29
AC
E 1,450,161.08
N 462,504.32
N 462,704.02
E 1,450,150.13
08/29/13
70.76FLOW Elev=
75.18FLOW Elev=P
I 10
+00.00
PI 11
+10.00
11
N 462,527.71
E 1,450,220.66
N02°19’24"W
w/ CHAIN LINK TOP RAILINGEXISTING PCC RETAINING WALL
PCC BARRIER
TO REMAINWALL FOOTINGEXISTING RETAINING
NOT ALL SHOWN30"Ø DRILLED HOLE
Sta 10+00.00
BEGIN WALL
Alirenza Yazdani
Alirenza Yazdani
Tony Cotton
Ghiath Taleb-Agha
Minh Yo
Minh Yo
10411-27-14
12-19-14
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
34E0020
FOUNDATION PLAN
RETAINING WALL AT 23RD STREET OCDESIGN BRANCH 16
02-04-15
(Naturally Occurring Asbestos)Indicates approximate limits of Roadway excavation
LEGEND:
3-2-15
22 283.4
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 34e0020-g-rwdt01.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
TE
PL
OT
TE
D
=>
06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
3617
34E0020
3.40
04120000141 04-3G1701
Alireza Yazdani
5
30"Ø DRILLED HOLE
1" = 1’-0"
SECTION A-A
� DRILLED HOLE� PILE =
� DRILLED HOLE� PILE =
DRILLED HOLE
TYPICAL SECTION�" = 1’-0"
RETAINING WALL DETAILS NO. 1
TOP OF WALL
"W1" LINE = RW LOL � PILE = � DRILLED HOLE
LI
MIT
S
OF
PA
YM
EN
T
FO
R 30"Ø
DRIL
LE
D
HO
LE
C C
A76A
Approx OG
FG
A A
B B
2’-6"
3" Clr
LI
MIT
S
OF
PA
YM
EN
T
FO
R
ST
EE
L
SO
LDIE
R
PIL
E (
W18x86)
A
(S
OL
DIE
R
PIL
E
WA
LL)
LI
MIT
S
OF
TE
XT
UR
EF
RA
CT
UR
ED
RIB
H
=
DE
SI
GN
HEI
GH
T
(SOLDIER PILE WALL)CONCRETE BACKFILL
6"
(Typ)
3" Min Clr
A
08-07-14
RETAINING WALL AT 23RD STREET OC
01-21-15 10
1’-3"
3"
3"
2’-0"
T. Cotton / Min Yu
LAGGING
6x12 TREATED TIMBER
LAGGING
BOTTOM OF TIMBER
TREATMENT
ARCHITECTURAL
6" CIP CONCRETE FACING
BA
CK
FIL
L
CO
NC
RE
TE
BA
CK
FIL
LL
EA
N
CO
NC
RE
TE
Minh Vo
Minh Vo
DETAILS" SHEET
SEE "WALL DRAIN
GEOCOMPOSITE DRAIN,
Ghiath Taleb-Agha Alireza Yazdani
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
STEEL SOLDIER PILELIMITS OF CLEAN AND PAINT
NO SCALE
PILE SURFACES
UNDER COAT ON ALL
A
6" = 1’-0"
4"
1�
" FLANGESOLDIER PILE
�"
�"
(SEE NOTE 1)
(Typ)4" STUD
FLANGEPILESOLDIER
4"
6"
3" = 1’-0"
HEADED STUD DETAIL
PILE� STEEL
FLANGE DETAILSTUDS ON SOLIER PILE
PILE CAPREINFORCED CONCRETE
1" = 1’-0"
DETAIL-2
1" = 1’-0"
DETAIL-1
60^
2"Ø HOLE IN WEB
SOLDIER PILE
#5
#5 @ 6"
1’-6"
7�"
2’-6"
4"
3"
3"
6"
2"
6"
#8 (Tot 10)
STEEL SOLDIER PILE
� PILE
DRAINGEOCOMPOSITE
1’-0"
� PILE
SEE "DETAIL-2"
GUTTER
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
CONCRETE CAP
REINFORCED
2" Clr
Typ
SOLDIER PILEW18x86 STEEL
01-21-15
SEE "DETAIL-1"
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
FACING
CONCRETE
BOTTOM OF
TREATMENT
ARCHITECTURAL
of Laggings
of pile to 5 feet Min below bottom
Clean and Paint Steel Soldier Pile from top
2. Use triangular cut at 45^ at top Timber Laggings
stud tensile capacity can be used
1. Equivalent Stud head size to developed
NOTE:
TYPE 60D
BARRIER
Conc
STUD DETAIL"SEE "HEADED
No 2""RETAINING WALL DETAILS SEE "VIEW F-F" SHEET
SEE "NOTE 2"
6"
� POST
B11-7POST POCKET
#5 @ 6
3"
(Typ)
A85RSP
(MODIFIED)
(TYPE CL-4)
FENCE
CHAIN LINK
12-19-14
DESIGN BRANCH 16
EPOXY COATED#5 HAIRPIN
3-2-15
23 283.4
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
2 3
FILE => 34e0020-g-rwdt02.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
TE
PL
OT
TE
D
=>
06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
3617
34E0020
3.40
04120000141 04-3G1701
Alireza Yazdani
6
SECTION C-C
� DRILLED HOLE� PILE =
RETAINING WALL DETAILS NO. 2
1�" = 1’-0"
SECTION B-B
Min
� PILE = � DRILLED HOLE
� PILE = � DRILLED HOLE
FILLED WITH LEAN CONCRETE
30"Ø DRILLED HOLE
3"
STEEL SOLDIER PILE
STEEL SOLDIER PILE
CONCRETE FACING
08-07-14
RETAINING WALL AT 23RD STREET OC
10
2" Clr
LAGGING PIECE (Typ)
SPIKES @ EACH END OF
40d GALVANIZED WIRE
6"
11-17-14
#5 @ 6 Horiz
#5 @ 12 Vert
TREATMENT
ARCHITECTURAL
Minh Vo
Minh Vo
FACING
6" CIP CONCRETE
Conc REMOVAL
AREA OF LEAN
#5 VERTICAL
#5 HORIZONTAL
DRAINGEOCOMPOSITE
Ghiath Taleb-Agha Alireza Yazdani
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
DRAIN
GEOCOMPOSITE
(Typ)
STUD @ 6"
2 HEADED
1’-6"
1’-6"
� DRILLED HOLE� PILE =
1�" = 1’-0"
Area of Lean Concrete removal
LEGEND:
BOTTOM OF GUTTER
1’-0"
Min
12" (Typ)
NO SCALE
� SOLDIER PILE
6"
STEEL SOLDIER PILE
(Typ)
12"
12"
3"
F
F
TRANSITION
TIMBER LAGGING
USE TRIANGULAR CUT FOR
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
dimension4. At wall end, use 10" instead of 1’-6"
gutter3. Place geocomposite strips 1’-0" below the
2. Spikes shall not be bent
1. No clipping of timber lagging corners allowed
NOTES:
VIEW F-F
3"
3"
3"
(Typ) Min
(SEE NOTE 2)
LAGGING PIECE (Typ)
SPIKES @ EACH END OF
40d GALVANIZED WIRE
(SEE NOTE 3)
GEOCOMPOSITE DRAIN
(SEE NOTE 1)LAGGINGTREATED TIMBER
#5 @ 6, (SEE NOTE 4)
12-09-14
BETWEEN LAGGING
MORTAR TIGHT GAP
12-19-14
T. CottonDESIGN BRANCH 16
24 283.4
3-2-15
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 34e0020-g-rwdt03.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
TE
PL
OT
TE
D
=>
06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
3617
34E0020
3.40
04120000141 04-3G1701
Alireza Yazdani
7
RETAINING WALL DETAILS NO. 3
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
RETAINING WALL AT 23RD STREET OC
10-24-14 10
Minh Vo
Minh Vo
Ghiath Taleb-Agha Alireza Yazdani
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
BEGIN WALL
Sta 10+00.00
1’-0"
RETAINING WALLEXISTING PCC
NEW RETAINING WALL
TO REMAINWALL FOOTINGEXISTING RETAINING
"W1" LINE = RW LOL
TIMBER LAGGING
6" CIP CONCRETE FACING
DETAIL A1�" = 1’-0"
SEE "DETAIL A"
T. Cotton
�" = 1’-0"
STRUCTURAL CONCRETE CAP
(W18X86)STEEL SOLDIER PILE
PLAN
WITH EXPANSION JOINTWALL CONNECTION
(CAP NOT SHOWN)
10-10-14
FABRICPLACE FILTER
JOINT FILLER�" PREMOLDED EXPANSION
01-21-15
6"
4"
30" DRILLED HOLE "NOT ALL SHOWN"
/
BARRIERTOE OF EXISTING
BARRIERTOE OF NEW
/
(TYPE 60D) REMOVALEXISTING BARRIER
REMOVALEXISTING RETANING WALL STEM
NEW STRUCTURE
EXISTING STRUCTURE
12-19-14
DESIGN BRANCH 16
DETAIL BNO SCALE
5’-8" –
AV
ER
AG
E
HEI
GH
T
CHAIN LINK FENCEREMOVE Exist
TYPE 1 FOOTINGRETAINING WALLTOP OF Exist
(16" THICK)36" CORED HOLE THROUGH EXISTING FOOTING
REMOVE EXISTING RETAINING WALL STEM 24’-10�" –
SEE "DETAIL B"
3.4
3-2-15
25 28
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 34e0020-r-ddet01.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
TE
PL
OT
TE
D
=>
06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
16
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
34E0020
2%B BSIDE AGAINST SOIL
DRAIN STRIP. FABRIC
SIDED GEOCOMPOSITE
STIFF OR SINGLE
Approx FG
WALL DRAIN DETAIL AT WEEPHOLE
NO SCALE NO SCALE
OPTIONAL COUPLER
3" Ø PVC OUTLET PIPE
90^ PVC PIPE ELBOW
OPTIONAL COUPLER
SLEEVE
DRAIN STRIP AT LOCATION OF PVC PIPE
NOTCH BOTTOM EDGE OF GEOCOMPOSITE
INSERTED INTO SLOTTED PVC PIPE.
GEOCOMPOSITE DRAIN STRIP
PVC PIPE CAP
SECTION B-B
3617
04120000141 04-3G1701 809-23-14
3.40
Alirezo Yazdani Minh Vo
Minh Vo
WALL DRAIN DETAILS
10
04 SF 101
TIMBER LAGGING
FACE OF BARRIER
CIP CONCRETE FACING
TIMBER LAGGING
TO
DR
AI
N
2%
SL
OP
E
FACE OF BARRIER
6" Typ
CIP CONCRETE FACING
RETAINING WALL AT 23RD STREET OC
Ghiath Taleb-Agha Alireza Yazdani
VIEW A-A
CAP END
12"
Typ
NO SCALE
GEOCOMPOSITE DRAIN
90^ PVC PIPE ELBOW
� GEOCOMPOSITE DRAIN
A
A
Min Yu/Franklin Maagma
10-24-14
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
11-04-14
3"Ø PVC OUTLET PIPE
3. Geocomposite splice length is 1’-0" minimum
2. Center Geocomposite drain between soldier piles
Geosynthetics of the Standard Specifications
1. Geocomposite drain strip per Section 88
NOTES:
3"Ø SLOTTED PVC PIPE
12-19-14
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
3.4
3-2-15
2826
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 34e0020-u-miscdt01.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
TE
PL
OT
TE
D
=>
06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
04 SF 101
3617
34E0020
3.40
04120000141 04-3G1701
Alireza Yazdani
9
ARCHITECTURAL TREATMENT
1" = 5’
TOP OF WALL
BARRIER
TOP OF Conc
10’-0"
THE EXISTING WALL’S PATTERN
WIDTH AT THE CONNECTION WITH
MATCH THE ARCHITECTURAL PATTERN
DETAIL B
SMOOTH SURFACE (Typ)
BARRIER
DETAIL B�" = 1’-0" 1" = 1’-0"
DETAIL A
Franklin Maagma/Tony Cotton
03-08-14
�"
1�"
�"
R
6"
DETAIL-A�" = 1’-0"
GROOVE (Typ)
1�" WIDE X �" DEEP
RETAINING WALL AT 23RD STREET OC
11-04-14 10
FRACTURED RIB TEXTURE DETAIL
TEXTURE
FRACTURED RIB
(Typ)FRACTURED RIB TEXTURE
Ghiath Taleb-Agha Alireza Yazdani
Kimberly White
Kimberly White
YAZDANI MOTLAGH
ALIREZA
69601
6-30-16
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
ARCHITECTURAL TREATMENT MIRRORED ELEVATION
FRACTURED SURFACE
RWLOL
12-09-14
12-19-14
DESIGN BRANCH 16
3-2-15
27 283.4
BRIDGE NO.
POST MILES
PROFILE
3660
iER =86%
Terminated at El 37.0’
08-20-13
4 1.4
52 1.4
32 1.4
BENCH MARK
PLAN
35
VER. 1"= 5’
HOR. 1"=20’
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
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06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
POST MILES
FIELD INVESTIGATION BY:
PLANS APPROVAL DATE
FILE => 34e0020-z-ltb01.dgn
& Presentation Manual (2010 Edition).
the Caltrans Soil & Rock Logging, Classification,
This LOTB sheet was prepared in accordance with
STATE OF
CALIFORNIADEPARTMENT OF TRANSPORTATION
DRAWN BY:
CHECKED BY:
FUNCTIONAL SUPERVISOR
NAME:
DIST COUNTY ROUTETOTAL PROJECT
POST MILES
No
SHEET
SHEETS
TOTAL
LOG OF TEST BORINGS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
ENGINEERING SERVICES GEOTECHNICAL SERVICES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:EARLIER REVISION DATES
DISREGARD PRINTS BEARING
3210
04-3G1700
04 SF 101
OFFICE OF GEOTECHNICAL
DIVISION OF ENGINEERING SERVICES
04120000141
M. GaffneyD. Nesbitt
M. Reynolds 11/13
M. Momenzadeh
OGS CIVIL LOG OF TEST BORINGS SHEET
RW-13-00177.0’
4
23 1.4
REF 1.4
50/4" 1.4
REF 1.4
Asphalt Concrete.
greenish grey; moist; coarse; angular GRAVEL.
Poorly graded GRAVEL (GP); very loose;
moist; coarse; angular GRAVEL; broken metal pieces.
Well graded GRAVEL (GW); very dense; dark grey;
some fine to coarse GRAVEL; PP=2.2 tsf.
GRAVELLY lean CLAY (CL); very stiff; olive grey;
very intensely fractured; (NATIVE).
intensely weathered; moderately soft;
METAMORPHIC ROCK (SERPENTINITE); greenish grey;
-slickensided; sheared.
-greenish black; moderately weathered.
-black; hard.
-light grey.
-brownish black. RQD= 0%
REC=95%
RQD= 0%
REC=86%
RQD= 0%
REC=43%
RQD= 57%
REC=100%
RQD=86%
REC=86%
75
80
85
70
65
60
55
50
45
40
35
40
45
50
55
60
65
70
75
80
85
190+00
"F2" Line
54.9’ Rt
Sta 190
+02
191+00 192+00189+00188+00187+00
1"=20’
BRIDGE NO.
POST MILES
1 OF 1
10 10
3660
34E0020
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s114360
DA
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PL
OT
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D
=>
06-
MA
R-2015
TI
ME
PL
OT
TE
D
=>
09:54
REVISION DATES
POST MILES
FIELD INVESTIGATION BY:
PLANS APPROVAL DATE
FILE => 34e0020-z-ltb01.dgn
& Presentation Manual (2010 Edition).
the Caltrans Soil & Rock Logging, Classification,
This LOTB sheet was prepared in accordance with
STATE OF
CALIFORNIADEPARTMENT OF TRANSPORTATION
DRAWN BY:
CHECKED BY:
FUNCTIONAL SUPERVISOR
NAME:
DIST COUNTY ROUTETOTAL PROJECT
POST MILES
No
SHEET
SHEETS
TOTAL
LOG OF TEST BORINGS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
ENGINEERING SERVICES GEOTECHNICAL SERVICES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:EARLIER REVISION DATES
DISREGARD PRINTS BEARING
3210
04-3G1700
04 SF 101 3.4
OFFICE OF GEOTECHNICAL
DIVISION OF ENGINEERING SERVICES
04120000141
3.40M. Gaffney
D. Nesbitt
M. Reynolds 11/13
M. Momenzadeh
OGS CIVIL LOG OF TEST BORINGS SHEET
RW-13-001
4
"F2" LINE
NB ROUTE 101187+00 188+00 189+00 190+00 191+00
To South San Francisco
To Downtown San Francisco
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORNI
A
REGISTERED CIVIL ENGINEER
Ortega
Eduardo
41012
03-31-15
12-09-13
Elev = 83.58
E 1,450,285.77
N 461,574.97
Sta 179+77.83
98.86 Ft Rt Rte 101
Fnd LEAD AND TACK
WP=5005 (NOT SHOWN ON PLAN)
Elev = 91.29
E 1,450,154.43
N 462,391.59
Sta 187+87.80
12.81 Ft Rt Rte 101
Fnd BRIDGE PIN
WP=5006 (NOT SHOWN ON PLAN)
10-13-14
03-14
GWS EL. 69.5’
12-15-14
RETAINING WALL AT 23RD STREET OC
DESIGN BRANCH 16
3-2-15
28 28
