STATE HIGHWAY DEPARTMENT OF TRANSPORTATION

Document technical information

Format pdf
Size 7,8 MB
First found ноя 9, 2016

Document content analysis

Language
Italian
Type
not defined
Concepts
no text concepts found

Persons

Joseph Peterson (psychologist)
Joseph Peterson (psychologist)

wikipedia, lookup

Organizations

Places

Transcript

Dist
INDEX OF PLANS
SHEET No.
TITLE SHEET
1
Ala
DEL NORTE
LAYOUT
8.3
1
108
13
MODOC
SISKIYOU
12
PROJECT PLANS FOR CONSTRUCTION ON
CONSTRUCTION DETAILS
TEHAMA
PLUMAS
STATE HIGHWAY
CONSTRUCTION AREA SIGNS
ER
TT
SU
COLUSA
LAKE
22 - 24
STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN
25
IN ALAMEDA COUNTY
PAVEMENT DELINEATION PLAN
26 - 27
IRRIGATION PLAN AND QUANTITIES
33 - 35
PLANT LIST, PLAN AND QUANTITIES
1
SIERRA
NEVADA
B
PLACER
EL DORADO
ALPINE
OR
S
AD
A
AM
R
E
SOLANO
V
A
L
MARIN
A
N
TUOLUMNE
N
A
C
CONTRA
S UI
COSTA
Q
A
O
SAN FRANCISCO
S
ALAMEDA J
U
MARIPOSA
A
L
IS
N
A
SAN MATEO
T
SANTA S
A
MERCED
R
CLARA
E
D
A
M
SANTA CRUZ
IN OAKLAND
IRRIGATION SPRINKLER SCHEDULE AND PLAN,
YOLO
NAPA
SONOMA
SUMMARY OF QUANTITIES
28 - 32
R
BUTTE
GLENN
MENDOCINO
A
DRAINAGE PLAN, PROFILES, DETAILS AND QUANTITIES
18 - 21
R
HUMBOLDT
TEMPORARY WATER POLLUTION CONTROL QUANTITIES
13 - 17
LASSEN
SHASTA
TRINITY
Y
U
4 - 11, 11A, 11B
38 - 41
TOTAL
SHEETS
TYPICAL CROSS SECTIONS
3
36 - 37
SHEET
No.
SA
ME CR
NT AO
2
x
04
POST MILES
TOTAL PROJECT
DEPARTMENT OF TRANSPORTATION
DESCRIPTION
1
1 ACSTP-P013-(033)E
STATE OF CALIFORNIA
ROUTE
COUNTY
NEAR MORAGA AVENUE NORTHBOUND ON-RAMP
SAN
INYO
FRESNO
BENITO
EROSION CONTROL LEGEND AND PLAN
TULARE
ELECTRICAL PLAN
MONTEREY
KINGS
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010
42 - 68, 68A
MONO
REVISED STANDARD PLANS
SAN
LUIS
x
KERN
OBISPO
STRUCTURE PLANS
SAN BERNARDINO
SANTA
BARBARA
LOS ANGELES
69 - 84
SOLDIER PILE WALL WITH GROUND ANCHORS AND LOG OF TEST BORINGS
85 - 97
GROUND ANCHORED DIAPHRAGM WALL AND LOG OF TEST BORINGS
98 - 108
VENTURA
RIVERSIDE
LOCATION MAP
ORANGE
SOLDIER PILE WALL AND LOG OF TEST BORINGS
SAN DIEGO
To
BROADWAY UC
IMPERIAL
da
in
Or
Begin Work
Sta "CR1" 50+00
OAKLAND
x
BR
TE OA
RR DW
AC AY
E
MO
UN
B
lv
d
EAST TEMESCAL Sep
IN
A
T
STA "CR1" 68+30
2
4
Dr
MORAGA Ave
To Route 580
60
ROUTE 13
100
80
RA
CE
A
v
e
R
E
T
MORAGA Ave OC
THE STATE OF CALIFORNIA OR ITS
CIVIL
N
OF
OR
F
CALI
IA
OFFICERS OR AGENTS SHALL NOT BE
RESPONSIBLE FOR THE ACCURACY OR
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
CONTRACT No.
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
NO SCALE
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
BORDER LAST REVISED 10/4/2013
CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/
RELATIVE BORDER SCALE
IS IN INCHES
0
PROJECT ID
1
10:42
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
2
3
USERNAME =>
s126849
DGN FILE =>
0400020868ab001.add
UNIT
0735
04-1SS024
0400020868
PROJECT NUMBER & PHASE
04000208681
10-09-15
1
TIME PLOTTED =>
DATE PLOTTED =>
E
T
A
T
E
LAST REVISION
SOTERO ANGELES
Exp.
S
DESIGN MANAGER
IN E E R
9-30-16
October 19, 2015
PLANS APPROVAL DATE
49131
No.
G
Luis A.
Gutierrez
N
DATE
REGISTERED CIVIL ENGINEER
L
E
PROJECT ENGINEER
D
R
E
BROADWAY TERRACE UC
x
FESSIO
RO
N
P
A
3/26/14
15-JAN-2016
M
O
R
A
G
A
ALAMEDA
COUNTY
Y
WA
D
OA
R
B
R E G IS T
BROADWAY OC
To Route 880
FERNWO
OD
20
40
ROU
TE
JULIE CAMPERO
Wy
Sta "CR1" 80+90
r
D
PROJECT MANAGER
Bl
vd
L
IL
Rd
DUNCAN
H
N
R
O
MOUN
TAI
N
PM 8.3
End Work
H
T
OD
WO
NE
PI
CAPR
I
C
Ave ORN
ey
kel
To Ber
x
LOCATION OF CONSTRUCTION
NOTE:
1
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
11A
THIS SHEET ONLY)
6/9/14
DATE REVISED
E
E
9-30-16
Exp.
THE STATE OF CALIFORNIA OR ITS OFFICERS
S
LG
70080
IN E E R
No.
G
Chuan-Ping
Wang
PLANS APPROVAL DATE
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
T
A
T
E
THE ACCURACY OR COMPLETENESS OF SCANNED
1
L
N
TREE STUMP APPROXIMATE LOCATION
SEE SHEET C-10 FOR TREE SIZES AND SPECIES
REVISED BY
D
108
R
DATE
10-19-15
TOTAL
SHEETS
E
REGISTERED CIVIL ENGINEER
No.
FESSIO
RO
N
P
A
6/9/14
TEMPORARY FENCE ENVIRONMENTALLY
SENSITIVE AREA (TFESA)
TFESA
x
COUNTY
R E G IS T
LEGEND: (FOR
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
Dist
CIVIL
IA
RN
OF
O
F
CALI
COPIES OF THIS PLAN SHEET.
ADDED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
1005
1029
1030
1028
1024
1071
1023
1073
1031
1208
1027
1209
1045
AARON WANG
1025
0
56
1034
TFESA
1337
TFESA
TFESA
TFESA
TFESA
1206
1214
1240
1205
1212
1239
1067
1108
1255
1204
1254
ESA
TFESA
1069
TFESA
SOLDI
ER PI
LE SYSTEM
ERS3
1231
1220
1228
1219
1211
1201
TFESA
1330
1086
TFES
A
1243
TFES
A
1244
1042
1021
1011
580
DI
APHRAGM WA
1082
LL ERS2
1081
1102
590
590
590
TFESA
TFESA
1103
1101
600
600
EBACK WALL ERS1
TI
600
2
1344
NE
CR1" LI
"
7
1016
1085
1014
1297
8
1083
1
9
1100
1328
1251
1084
1099
1222
1327
1087
1275
1216
1225
1218
1253
1320
1088
1098
1237
1325
ROUTE 13
1250
1347
1274
1236
1332
1226
1224
1248
1348
1273
1234
1333
1233
1247
1097
1238
1246
1096
8
1232
"
OR1" LI
NE
1245
9
70
1
R
CONSTRUCTION DETAILS
TREE STUMPS LOCATION
SCALE: 1" = 50’
R
x
STATE OF CALIFORNIA
-
2
C-9
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DGN FILE => 0400020868ga009.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
TIME PLOTTED => 10:42
7
DATE PLOTTED => 15-JAN-2016
D E S IG N
1221
1235
1326
1334
1217
1252
1015
1336
1213
09-22-15
1341
70
LAST REVISION
1342
DEPARTMENT OF TRANSPORTATION
W
R/
600
1080
TFESA
SOTERO ANGELES
FUNCTIONAL SUPERVISOR
1106
x
A
S
E
F
T
1331
x
1018
1013
1012
1200
TF
ES
A
1009
580
1202
1229
1010
1019
1203
1210
18" RCP
1017
ESA
CHECKED BY
1338
1343
1256
1068
1035
1006 24" RCP
1339
1109
1215
K
DEC
1345
1074
ESA
57
0
1340
1110
1280
1044
R/W
DESIGNED BY
1066
1207
1241
1085
570
1346
CALCULATED-
1062
1022
1072
5
6
3
.
C 42
U
L
V
1
0
0
3
7
LUIS GUTIERREZ
1043
1007
1242
1063
1020
57
0
x
1008
D
1026
1314
ADDED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
11B
E
R
R E G IS T
E
SPECIES
DBH
TREE No.
SPECIES
DBH
PLANS APPROVAL DATE
9-30-16
Exp.
6/9/14
28
1087
LIVE OAK
7
1238
PINE
8
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
AARON WANG
CHECKED BY
SOTERO ANGELES
D E S IG N
ACACIA
7
1088
ACACIA
10
1239
PINE
22
1007
PINE
10
1088
LIVE OAK
7
1240
PINE
14
1008
PINE
17
1096
LIVE OAK
7
1241
PINE
14
1009
FLOSS SILK TREE
7
1097
LIVE OAK
7
1242
PINE
19
1010
ACACIA
8
1098
LIVE OAK
7
1243
PINE
12
1011
FLOSS SILK TREE
7
1099
LIVE OAK
7
1244
PINE
9
1012
FLOSS SILK TREE
7
1100
12
1245
PINE
13
1013
FLOSS SILK TREE
7
1101
LIVE OAK
7
1246
PINE
13
1014
FLOSS SILK TREE
7
1102
LIVE OAK
7
1247
ACACIA
7
1015
FLOSS SILK TREE
12
1103
18
1248
PINE
9
1016
FLOSS SILK TREE
7
1106
LIVE OAK
7
1250
PINE
14
1017
PINE
23
1108
ACACIA
7
1251
PINE
12
1019
ACACIA
8
1109
ACACIA
9
1252
PINE
9
1020
ACACIA
9
1110
ACACIA
16
1253
ACACIA
9
1021
ACACIA
7
1200
ACACIA
1254
ACACIA
19
1022
ACACIA
9
1201
PINE
23
1255
ACACIA
14
1023
ACACIA
8
1202
PINE
20
1256
PINE
19
1024
ACACIA
7
1203
PINE
20
1273
LIVE OAK
7
1025
ACACIA
7
1204
PINE
1274
LIVE OAK
7
1026
ACACIA
7
1205
PINE
10
1275
LIVE OAK
18
1027
ACACIA
7
1206
PINE
15
1280
CEDAR
11
1028
ACACIA
7
1207
PINE
19
1297
LIVE OAK
7
1029
ACACIA
7
1208
PINE
17
1314
PINE
7
1030
REDWOOD
13
1209
PINE
21
1320
FLOSS SILK TREE
7
1031
PRUNUS
12
1210
PINE
11
1325
PINE
16
1034
ACACIA
7
1211
PINE
19
1326
PINE
9
1035
REDWOOD
10
1212
PINE
13
1327
PINE
19
1042
ACACIA
9
1213
PINE
1328
PINE
16
1043
PINE
21
1214
PINE
22
1330
PINE
18
1044
PINE
22
1215
PINE
19
1331
PINE
10
1045
REDWOOD
7
1216
PINE
22
1332
PINE
16
1062
REDWOOD
13
1217
PINE
7
1333
PINE
17
1063
REDWOOD
14
1218
PINE
12
1334
ACACIA
1066
REDWOOD
11
1219
PINE
16
1336
PINE
17
1067
CEDAR
7
1220
PINE
17
1337
PINE
9
1068
CEDAR
9
1221
PINE
17
1338
ACACIA
8
1069
CEDAR
11
1222
PINE
19
1339
PINE
14
1071
PINE
12
1224
PINE
16
1340
PINE
19
1072
ACACIA
7
1225
PINE
11
1341
PINE
19
1073
ACACIA
7
1226
PINE
11
1342
PINE
14
1074
ACACIA
7
1228
PINE
22
1343
ACACIA
7
1081
ACACIA
7
1229
PINE
17
1344
ACACIA
7
1083
LIVE OAK
7
1231
PINE
12
1345
ACACIA
10
1083
LIVE OAK
7
1232
PINE
15
1346
PINE
17
1084
LIVE OAK
8
1233
PINE
15
1347
PINE
20
1084
LIVE OAK
7
1234
PINE
11
1348
PINE
12
1085
LIVE OAK
8
1235
PINE
11
1085
LIVE OAK
7
1236
PINE
9
1086
LIVE OAK
7
1237
PINE
12
PINE
PINE
21
21
21
T
A
T
E
CIVIL
IA
RN
OF
O
F
CALI
COPIES OF THIS PLAN SHEET.
7
R
1006
CONSTRUCTION DETAILS
DIAMETER AT BREAST HEIGHT (DBH)
TREE INFORMATION
R
x
STATE OF CALIFORNIA
-
DEPARTMENT OF TRANSPORTATION
FUNCTIONAL SUPERVISOR
x
x
PINE
THE ACCURACY OR COMPLETENESS OF SCANNED
DATE REVISED
LG
REVISED BY
LUIS GUTIERREZ
DESIGNED BY
CALCULATED-
x
1005
S
THE STATE OF CALIFORNIA OR ITS OFFICERS
C-10
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DGN FILE => 0400020868ga010.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
TIME PLOTTED => 10:42
TREE No.
DATE PLOTTED => 15-JAN-2016
DBH
70080
09-17-15
SPECIES
No.
IN E E R
Chuan-Ping
Wang
G
TREE No.
L
N
10-19-15
D
108
E
DATE
x
TOTAL
SHEETS
FESSIO
RO
N
P
A
6/9/14
REGISTERED CIVIL ENGINEER
No.
LAST REVISION
1
1
Dist
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
04
Ala
13
8.3
NOTE:
SHEET
No.
TOTAL
SHEETS
13
108
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FESSIO
RO
N
P
A
R
DATE
E
R E G IS T
No.
PLANS APPROVAL DATE
43072
IN E E R
Craig M.
Tomimatsu
G
10-19-15
L
N
x
D
E
REGISTERED CIVIL ENGINEER
E
5/6/14
3-31-16
5
6
3
.
5U42
C
6
L
V
4
1
0
0
3
7
56
0
5
6
7
5
7
0
5
7
1
5
57
76
6
55
9
5
5
6
5
6
2
5
56 63 2
64
4
56
9
4
7
5
18" RCP
d
18
"R
CP
580
R/W
g
REMOVE CULVERT
590
592
594
596
590
598
590
600
598
c
600
8
9
8 599
5
9
5
600
601
600
602
602
605
603
598
600
601 602 600
602 603
6
0
6
6
0
6
601
604
605
607
6
0
1
600
603
601
60
4
1
18" RCP
1
9
8
a
MODIFY
ADJUST INLET
70
DI
1
AS MANHOLE
TO
ROUTE 13
DI
"
OR1" LI
NE
9
DI
70
1
2
R
DRAINAGE PLAN
SCALE: 1" = 20’
R
STATE OF CALIFORNIA
x
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
D-1
APPROVED FOR DRAINAGE WORK ONLY
DGN FILE => 0400020868ia001.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
TIME PLOTTED => 10:42
8
10-09-15
18" RCP
7
DATE PLOTTED => 15-JAN-2016
12" CMP
DI
-
H Y D R A U LIC S
598
608
7
b
602
9
9
5599
60
7
NE
CR1" LI
"
18" RCP
595
596
597
599
600
590
LAST REVISION
GD INLET
IN BARRIER
SLAB
580
580
12" CMP
18" CSP WITH
DOWNDRAIN JOINTS
18" CMP
5/5/14
DATE REVISED
CHECKED BY
PCC LINED
GUTTER
0
57
JOSEPH
PETERSON
f
K
DEC
57
0
DESIGNED BY
573
57
4
6
6
6
6
5
5
2
57
6
60
FUNCTIONAL SUPERVISOR
IA
RN
OF
O
F
CALI
1
575
5
56
64
563
4
571
567
568
569
3
7
5
e
88
66
55
24" RCP
DEPARTMENT OF TRANSPORTATION
THE ACCURACY OR COMPLETENESS OF SCANNED
CIVIL
574
1
56
x
x
T
A
T
E
0
57
574
LUIS GUTIERREZ
570
560
570
570
570571
2
72
57
5
570
R/W
557
8
5
8
5
5
5
56
1
6
5
6
5
5
5
562
560
5
56 6
56
570
CT
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.
G2 INLET
CALCULATED-
THE STATE OF CALIFORNIA OR ITS OFFICERS
D
REVISED BY
1
S
x
CRAIG TOMIMATSU
Exp.
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
16
No.
TOTAL
SHEETS
108
NOTE:
3’+
-
FESSIO
RO
N
P
A
R
DATE
L
R E G IS T
E
Craig M.
Tomimatsu
No.
PLANS APPROVAL DATE
43072
IN E E R
10-19-15
3" Clr
D
G
REMOVE Exist STEPS AND
PLACE STEPS AS REQUIRED
x
REGISTERED CIVIL ENGINEER
N
FOR DETAILS NOT SHOWN, SEE
Std PLAN D73-G2 INLET.
E
5/6/14
E
TOTAL 2
#4 BARS
Dist
3-31-16
Exp.
T
THE ACCURACY OR COMPLETENESS OF SCANNED
IA
RN
OF
O
F
CALI
"
8"
Typ
8"
2"
#4 HOOPS
Max
#4 DOWEL BARS, 4 Min DRILL
AND EPOXY GROUT INTO Exist
Conc 4" EMBEDMENT
T
LUIS GUTIERREZ
CRAIG TOMIMATSU
CIVIL
Exist INLET
A
A
#5 DIAGONAL
TOTAL 4
x
T
A
T
E
1
M
i
n
5/5/14
DATE REVISED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.
3’+
-
CT
REVISED BY
#4 HOOPS
TOTAL 2
S
THE STATE OF CALIFORNIA OR ITS OFFICERS
18" RCP
12"
#4
6" TOP
#7 6" BOTTOM
BEND DOWN INTO WALLS
REMOVE Conc IN A MANNER
THAT PREVENTS EXCESSIVE
SPALLING GROUT SMOOTH
Exist 18" RCP
CHECKED BY
DESIGNED BY
CALCULATED-
PLAN
FOR FRAME AND COVER,
SEE DETAIL U45 ON
Std PLAN B7-11
MINOR Conc COLLAR
GROUT IN PLACE AND
MORTAR ALL AROUND
x
FG
#4 HOOPS
2-#4
Typ
12"
#7
6"
BEND 7" INTO
SIDE WALLS
#4
12" C-C
#4 DOWEL BARS
18" C-C. DRILL AND
GROUT 6" INTO Conc
1:
4
1
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
SECTION A-A
R
1
ADJUST INLET AS MANHOLE
DRAINAGE DETAILS
MODIFY INLET AS MANHOLE
NO SCALE
DD-2
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DGN FILE => 0400020868ic002.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
TIME PLOTTED => 10:42
R
MINOR CONCRETE
HALF-ROUND BOTTOM
DATE PLOTTED => 15-JAN-2016
D/2
Exist G4 INLET
06-09-14
H Y D R A U LIC S
DEPARTMENT OF TRANSPORTATION
STATE OF CALIFORNIA
x
PIPE CONNECTION TO EXISTING INLET
ADJUST RING
IF NECESSARY
Max 2" THICK
LAST REVISION
REMOVE TOP PORTION
OF DI 24" Min
JOSEPH
#4 BARS TOTAL 2
-
x
PETERSON
FUNCTIONAL SUPERVISOR
OG
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
17
E
D
R
E
R E G IS T
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
b
c
LBS FT CY
EA
1
DESCRIPTION
1
MODIFY INLET TO MANHOLE
435
D
6.55
5.3
1
326
f
g
24
74
18" RCP
GD INLET IN BARRIER SLAB
20’ Lt "CR1" 66+80
c
18" CSP
18.92’ Lt "CR1" 66+80 TO 82.69’ Lt 66+80
d
G2 INLET
82.69’ Lt "CR1" 66+80
e
PCC LINED GUTTER
61.4’ Lt "CR1" 69+80 TO 83.45’ Lt 67+38
f
REMOVE 12" CSP
16.54’ Lt "CR1" 67+38
g
1
3
1
1395
24
SHEET TOTAL
(N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY
DATE PLOTTED => 15-JAN-2016
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
R
1
DRAINAGE QUANTITIES
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DGN FILE => 0400020868id001.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
DQ-1
04000208681
LAST REVISION
R
STATE OF CALIFORNIA
x
TIME PLOTTED => 10:42
1
73
b
06-09-14
JOSEPH
SHEET TOTAL 74 4.75 60
a
H Y D R A U LIC S
DEPARTMENT OF TRANSPORTATION
2.22
634
1
14’ + Lt "CR1" 67+39
20’ Lt "CR1" 66+80 TO 14’ Lt 67+39
ADJUST INLET AS MANHOLE
7.5
2
73
e
PETERSON
FUNCTIONAL SUPERVISOR
d
6.72
STATION
DRAINAGE UNIT
CONCRETE
(GUTTER LINING)
MAXIMUM HEIGHT OF
COVER [N]
MISCELLANEOUS IRON
AND STEEL
MANHOLE FRAME AND
COVER (TYPE U45) [N]
FRAMES AND GRATES
(TYPE 24-12) [N]
PIPE JOINT
CLASSIFICATION
DRAINAGE QUANTITIES
PW
2.53
IA
RN
OF
O
F
CALI
1
1
60
CIVIL
COPIES OF THIS PLAN SHEET.
EA
9.2
T
A
T
E
THE ACCURACY OR COMPLETENESS OF SCANNED
x
x
3-31-16
THE STATE OF CALIFORNIA OR ITS OFFICERS
DRAINAGE SYSTEM No.
LF
ADJUST INLET
HEIGHT OF INLET (N)
MODIFY INLET TO MANHOLE
LF CY
18" CORRUGATED STEEL
PIPE (0.079" THICK)
a
18" RCP
1
MINOR CONCRETE
(MINOR STRUCTURE)
D-1
REMOVE CULVERT
WATERTIGHT JOINT
DRAINAGE UNIT
W
DRAINAGE SYSTEM No.
5/5/14
DATE REVISED
LUIS GUTIERREZ
POSITIVE JOINT
CHECKED BY
P
43072
Exp.
DRAINAGE SHEET No.
CT
REVISED BY
CRAIG TOMIMATSU
DESIGNED BY
CALCULATED-
DOWNDRAIN JOINT
PLANS APPROVAL DATE
S
x
D
No.
IN E E R
Craig M.
Tomimatsu
G
ABBREVIATIONS:
L
N
10-19-15
108
E
DATE
x
TOTAL
SHEETS
FESSIO
RO
N
P
A
5/6/14
REGISTERED CIVIL ENGINEER
No.
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
26
No.
TOTAL
SHEETS
108
1
FESSIO
RO
N
P
A
E
R E G IS T
49131
No.
PLANS APPROVAL DATE
IN E E R
Luis A.
Gutierrez
G
10-19-15
L
N
x
D
R
DATE
E
REGISTERED CIVIL ENGINEER
E
3/26/14
9-30-16
Exp.
LG
3/25/14
REVISED BY
DATE REVISED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
HOT MIX ASPHALT
TACK COAT
SHEET
STATION
DIRECTION
AARON WANG
LUIS GUTIERREZ
"CR1" 66+66 TO 71+80
NB
ROADWAY
OPEN GRADED
EXCAVATION
FRICTION
COURSE
CY
(TYPE A)
LCB
CLASS 4
RAPID
AGGREGATE
SETTING
SUBBASE
65
REMOVE
COLD PLANE
REMOVE
ASPHALT
CONCRETE
CONCRETE
(CURB AND
PAVEMENT
GUTTER)
CY
TON
500
SQYD
240
CONCRETE
MIDWEST
VEGETATION
TYPE
REMOVE
GUARD RAIL
CONTROL
REACT
PAVEMENT
GUARDRAIL
SYSTEM
MINOR
CRASH
AND BASE
(7’ WOOD POST)
CONCRETE
CUSHION
SQYD
EA
(CTB)
CY
LF
155
"CR1" 66+66 TO 70+30
115
1
240
121
"CR1" 69+09 TO 70+90
12
L-1
"CR1" 66+29 TO 67+16
90
40
15
"CR1" 66+29 TO 66+67
0.62
TOTAL
0.62
500
65
240
CHECKED BY
DESIGNED BY
IA
RN
OF
O
F
CALI
ROADWAY QUANTITIES
"CR1" 66+66 TO 70+80
CALCULATED-
CIVIL
COPIES OF THIS PLAN SHEET.
TON
115
240
155
12
121
90
15
40
1
TEMPORARY QUANTITIES
x
SHEET
DIRECTION/
LOCATION
STATION
No.
FUNCTIONAL SUPERVISOR
T
A
T
E
THE ACCURACY OR COMPLETENESS OF SCANNED
No.
x
S
THE STATE OF CALIFORNIA OR ITS OFFICERS
TEMPORARY
TEMPORARY
CHANNELIZERS
RAILING
ALTERNATIVE
(SURFACE
(TYPE K)
CRASH CUSHION
MOUNTED)
SOTERO ANGELES
LF
TEMPORARY
25A
27B
4" YELLOW
4" WHITE
ESA FENCE
"CR1" 65+50 TO 71+52
NB
612
1
SC-2
"CR1" 66+45 TO 68+53
NB
208
1
10
TEMPORARY
PAVEMENT
MARKER
EA
LF
EA
SC-1
L-1
TRAFFIC STRIPE (PAINT)
602
602
26
557
20’ Lt "CR1" 66+60 TO 61’ Lt "CR1" 71+80
TOTAL
820
10
2
557
1204
26
PAVEMENT DELINEATION QUANTITIES
SHEET
DIRECTION/
LOCATION
STATION
No.
DETAIL
No.
4" WHITE
(BROKEN
17’-7’)
PAVEMENT MARKER
4" WHITE
4" YELLOW
8" WHITE
(RETROREFLECTIVE)
"CR1" 65+00 TO 66+33
NB
8
"CR1" 65+30 TO 72+06
NB
27B
"CR1" 66+33 TO 68+51
NB
36A
"CR1" 68+51 TO 72+06
NB
25A
DELINEATOR
(TYPE G)
EA
REMOVE YELLOW
THERMOPLASTIC
TRAFFIC STRIPE
(HAZARDOUS WASTE)
LF
REMOVE
PAVEMENT
MARKINGS
OBJECT
MARKER
SQFT
REMOVE
PAVEMENT
MARKER
EA
25
133
676
PD-1
12
133
TOTAL
133
676
355
1031
14
355
218
30
14
355
25
18
30
218
30
14
355
25
18
30
R
1
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
SUMMARY OF QUANTITIES
R
STATE OF CALIFORNIA
x
Q-1
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DGN FILE => 0400020868pa001.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
TIME PLOTTED => 10:42
SUBTOTAL
10
18
DATE PLOTTED => 15-JAN-2016
355
8
10-15-15
218
LAST REVISION
D E S IG N
LF
CLASS 1
-
x
DEPARTMENT OF TRANSPORTATION
THERMOPLASTIC TRAFFIC STRIPE
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
04
Ala
13
8.3
SHEET
TOTAL
No.
SHEETS
36
108
(STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES
x
S
10-19-15
SPECIFIED IN THE STANDARD SPECIFICATIONS.
Signature
11-30-15
PLANS APPROVAL DATE
Renewal Date
04-28-14
SB
9/3/15
REVISED BY
DATE REVISED
THE STATE OF CALIFORNIA OR ITS OFFICERS
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
EROSION CONTROL TYPE 1
MATERIAL
SEQUENCE
ANGELA KWAN
HYDROSEED
ORGANIC
SEED
EROSION CONTROL QUANTITIES
1
TYPE A B
NETTING
RECP (NETTING)
FERTILIZER
SALLY BANG
TYPE
DESCRIPTION
2
APPLICATION
RATE
ITEM
x
1200 LBS/ACRE
MIX 1
44.15 LB/ACRE
FIBER
WOOD
285 LB/ACRE
FIBER
WOOD
285 LB/ACRE
PLANT BASE
125 LB/ACRE
HYDROMULCH
3
EC-1
TACKIFIER
CHECKED BY
FIBER ROLLS
HYDROSEED
HYDROMULCH
RECP (NETTING)
LF
SQFT
SQFT
SQFT
SHEET
TOTAL
DESIGNED BY
Date
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
1
CALCULATED-
50
6
Y
L
L
A
0
LICENSED LANDSCAPE ARCHITECT
NDSCAPE
LA
AR
G No
BAN
.
ED
CT
TE
HI
C
DIMENSIONS OF THE PAVEMENT STRUCTURES
LIC
EN
S
NOTE:
970
24,000
24,000
24,000
970
24,000
24,000
24,000
1
SEED MIX 1
BOTANICAL NAME
PERCENT GERMINATION
(COMMON NAME)
(MINIMUM)
POUNDS PURE LIVE
SEED PER ACRE
(SLOPE MEASUREMENT)
x
SENIOR LANDSCAPE ARCHITECT
LUPINUS BICOLOR
(PYGMY LEAF LUPINE)
50
4
FIBER ROLLS
BACCHARIS PILULARIS
25
0.15
DAVID YAM
(COYOTE BRUSH)
BROMUS CARINATUS
1
(CALIFORNIA BROME)
ELYMUS GLAUCUS
(BLUE WILDRYE)
ERIOGONUM FASCICULATUM
50
11
50
9
10
ITEM
SEQUENCE
FIBER ROLLS MUST BE INSTALLED
AFTER RECP (NETTING) AND BEFORE
HYDROSEED.
1.5
REMARKS
TYPE
TYPE B
8" TO 10" Dia
FIBER ROLLS
TYPE 1
FIBER ROLL INSTALLATION
(CALIFORNIA BUCKWHEAT)
1
Q U A LIT Y
(CALIFORNIA POPPY)
HORDEUM BRACHYANTHERUM
(MEADOW BARLEY)
MIMULUS AURANTIACUS
50
2
50
11
40
0.5
(STICKY MONKEY FLOWER)
SEQUENCE
TYPE
NETTING
TYPE B
DESCRIPTION
5
INSTALL RECP (NETTING) BEFORE
FIBER ROLL
WOVEN COIR
1
TOTAL
44.15
1
ECL-1
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
DGN FILE => 0400020868tc001.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0792
PROJECT NUMBER & PHASE
04000208681
LAST REVISION
EROSION CONTROL LEGEND
R
x
STATE OF CALIFORNIA
R
-
SEED PRODUCED IN CALIFORNIA ONLY.
TIME PLOTTED => 10:42
50
(SMALL FESCUE)
ITEM
DATE PLOTTED => 15-JAN-2016
W A T ER
VULPIA MICROSTACHYS
DEPARTMENT
ROLLED EROSION CONTROL PRODUCT
09-03-15
OF
x
TRANSPORTATION
ESCHSCHOLZIA CALIFORNICA
NOTE:
LEGEND:
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
1
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
38
FESSIO
RO
N
P
A
D
R E G IS T
10-19-15
DESCRIPTION
No.
PLANS APPROVAL DATE
6-30-17
Exp.
E-2
LIGHTING (STAGE CONSTRUCTION) STAGE 1
E-3
ELECTRICAL DETAILS
E-4
ELECTRICAL QUANTITIES
INSTALL 1"C, 2#8 (240 V, LIGHTING)
RC CONDUIT AT THE END OF STAGE CONSTRUCTION.
4
RC TEMPORARY EQUIPMENT AT THE END OF STAGE CONSTRUCTION.
5
INSTALL 1"C, 2#8 (240 V, LIGHTING), 3#14 (120 V, PEU).
14 PER
THROUGH
H
N
R
O
SERVICE WIRING DIAGRAM ON SHEET E-3. INSTALL ENCLOSURE 1 FOOT FROM
THE R/W FENCE WITH DOOR FACING FERNWOOD Dr.
L
IL
INSTALL TYPE III -AF
BARON OWYEONG
LOAD: 6-165 W LED LUMINAIRE (METERED)
INSTALL 2"C, 2#8.
9
EXISTING 1"C, 2#8 (240 V, LIGHTING), 3#14 (120 V, PEU). REMOVE 3#14 (120 V, PEU).
10
EXISTING 1"C, 2#8.
11
INSTALL PERMANENT EQUIPMENT, SEE SHEET E-1.
INSTALL 1" C, 3#2
(120/240 V SERVICE)
12
EXISTING TYPE III -AF
INSTALL TYPE 21 LIGHTING STANDARD
WITH 165 W LED LUMINAIRES.
SERVICE ENCLOSURE No. (08402)
UNMETERED TYPE H SERVICE (120/240 V)
INSTALL TYPE 1-B Std WITH PEU.
Ctid: 0433013008402
SEE Std PLAN ES-7B AND ES-7N
LOAD: 6-200 W HPS LUMINAIRE
13
INSTALL 2"C, 2#8 (240 V, LIGHTING) IN Conc BARRIER.
14
RS THE EXISTING LIGHTING STANDARD AND HPS LUMINAIRE.
SC CB
FERNWOOD Dr
HPS LUMINAIRE,
RS INSTALL 165 W LED
LUMINAIRE
1"C, 2#8
8
W
R/
1 SC BC
10
EXISTING SYSTEM No. 33-013-08402
9
13
RC
10
10
AB
13
RC
AB
AB
13
e
Av
8
9A
9A
9A
(08402)
1
SC
NE
CR1" LI
"
(08362)
1
ASPH
6
ASPH
(08422)
A
AG
R
MO
7
(08302)
70
9
8
CONC
BEHZAD GOLEMOHAMMADI
EXISTING
5
C
N
O
C
R/W
H
P
S
A
7
x
PH
AS
CHECKED BY
8
ASPH
SOHEILA BANA
r
D
Ctid: 0433013008402
RC FA
DESIGNED BY
EXISTING 1"C 2#8. CONTACT PG&E TO DE-ENERGIZE POWER BEFORE ABANDONING CONDUIT.
TYPE H SERVICE (120/240 V)
1
CALCULATED-
AB
7
SERVICE ENCLOSURE No. (08402)
FUNCTIONAL SUPERVISOR
IA
RN
OF
O
F
CALI
COPIES OF THIS PLAN SHEET.
1
PROVIDE SERVICE EQUIPMENT ITEMS
6
ELECT
H
T
REVISED BY
THE ACCURACY OR COMPLETENESS OF SCANNED
3
6
x
T
A
T
E
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
DATE REVISED
SB
THE STATE OF CALIFORNIA OR ITS OFFICERS
LIGHTING
S
3/27/14
RC WOOD POLE AND LUMINAIRE WHEN NO LONGER NEEDED.
E-1
13717
IN E E R
Mahmood
Noii
G
BEHIND K-RAIL. FOR WOOD POLE INSTALLATION, SEE SHEETS C-5 TO C-8.
N
2
L
R
DATE
E
REGISTERED ELECTRICAL ENGINEER
USE CASE 1N WITH POLE ATTACHMENTS 3 , 6 , 8 ON SHEET C-6.
SHEET No.
108
E
INSTALL TEMPORARY WOOD POLE WITH 200 W HPS LUMINAIRE
E
4/2/14
ELECTRICAL INDEX
TOTAL
SHEETS
INSTALL PERMANENT PULL BOX OUTSIDE CONSTRUCTION AREA
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
x
No.
08282
(08282)
08302
SC CB
10
ASPH
+90
7
9
70
2
1
75
3
4
E LE C T R IC A L
CONC
ASPH
H
P
S
A
AS
PH
R
SCALE: 1" = 50’
E-1
APPROVED FOR ELECTRICAL WORK ONLY
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DATE PLOTTED => 15-JAN-2016
R
OL
PO
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
DGN FILE => 0400020868ua001.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
09-23-15
-
H
P
S
A
1
LIGHTING
LAST REVISION
C
N
O
C
HPS LUMINAIRE,
RS INSTALL 165 W LED
LUMINAIRE
TIME PLOTTED => 10:42
PH
AS
STATE OF CALIFORNIA
14
NE
"
OR1" LI
8
DIKE
x
12
ROUTE 13
PH
AS
DEPARTMENT OF TRANSPORTATION
ASPH
x
6
(08162)
14
12
CONC
+10
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
04
Ala
13
8.3
NOTE:
SHEET
TOTAL
No.
SHEETS
39
108
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FESSIO
RO
N
P
A
D
R E G IS T
E
SB
3/27/14
DATE REVISED
PLANS APPROVAL DATE
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
13717
6-30-17
Exp.
THE STATE OF CALIFORNIA OR ITS OFFICERS
S
REVISED BY
1
No.
IN E E R
10-19-15
G
Mahmood
Noii
N
x
L
R
DATE
E
REGISTERED ELECTRICAL ENGINEER
E
4/2/14
T
A
T
E
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
ELECT
IA
RN
OF
O
F
CALI
COPIES OF THIS PLAN SHEET.
ASPH
ASPH
H
T
D
H
N
R
O
L
IL
D
r
D
OL
PO
ASPH
SOHEILA BANA
DE
CK
BARON OWYEONG
x
DECK
CHECKED BY
DESIGNED BY
SERVICE ENCLOSURE No. (22492)
Ctid: 04-33-013-08402
LOAD: 6-200 W HPS LUMINAIRE
WOOD
FERN
x
Dr
D
CALCULATED-
D
EXISTING TYPE III -A
W
R/
BC
EXISTING SYSTEM No. 33-013-08402
10
10
3
3
2
4
4
e
Av
4
2
3
8 11
CB SC 4
GA
A
R
MO
NE
CR1" LI
"
1
ASPH
6
7
70
9
8
ASPH
10
(08162)
ASPH
+05
ROUTE 13
CONC
(08362)
CONC
(08402)
(08422)
11
C
N
O
C
1
K
DEC
FUNCTIONAL SUPERVISOR
1
H
P
S
A
EXISTING
1"C, 3#2
PH
AS
BEHZAD GOLEMOHAMMADI
R/W
+85
7
NE
"
OR1" LI
8
9
DIKE
3
E LE C T R IC A L
ASPH
H
P
S
A
AS
PH
DATE PLOTTED => 15-JAN-2016
R
H
P
S
A
S
TE
TA
ES
DR
STAGE 1
R
SCALE: 1" = 50’
FOR NOTES, ABBREVIATIONS
APPROVED FOR ELECTRICAL WORK ONLY
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
DGN FILE => 0400020868ua002.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
AND LEGEND, SEE SHEET E-1
UNIT
0735
E-2
PROJECT NUMBER & PHASE
04000208681
06-09-14
D
-
D
(STAGE CONSTRUCTION)
LAST REVISION
C
N
O
C
LIGHTING
TIME PLOTTED => 10:42
PH
AS
STATE OF CALIFORNIA
2
1
CONC
x
70
75
4
PH
AS
DEPARTMENT OF TRANSPORTATION
ASPH
x
6
1
Dist
COUNTY
ROUTE
POST MILES
TOTAL PROJECT
SHEET
04
Ala
13
8.3
41
E
R
L
E
R E G IS T
PLANS APPROVAL DATE
13717
IN E E R
No.
G
Mahmood
Noii
N
10-19-15
D
108
E
DATE
x
TOTAL
SHEETS
FESSIO
RO
N
P
A
4/2/14
REGISTERED ELECTRICAL ENGINEER
No.
6-30-17
Exp.
SB
3/27/14
REVISED BY
DATE REVISED
SOHEILA BANA
BARON OWYEONG
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
S
THE STATE OF CALIFORNIA OR ITS OFFICERS
T
A
T
E
ELECT
IA
RN
OF
O
F
CALI
COPIES OF THIS PLAN SHEET.
x
LIGHTING
SHEET No.
CONDUIT
LED LUMINAIRE
TYPE 21
ROADWAY 1
STANDARD LIGHTING
PB 9A
CONDUCTOR
PB
1"
2"
CHECKED BY
DESIGNED BY
CALCULATED-
EA
E-1
1
3
550
700
EA
1100
300
1
LIGHTING (STAGE CONSTRUCTION)
x
SHEET No.
CONDUIT
WOOD POLE
WITH LUMINAIRE
2"
1"
EA
E-2
4
CONDUCTOR
No. 8
ft
2
550
50
1060
DATE PLOTTED => 15-JAN-2016
E-4
USERNAME => s126849
BORDER LAST REVISED 7/2/2010
ELECTRICAL QUANTITIES
DGN FILE => 0400020868ua004.add
RELATIVE BORDER SCALE
IS IN INCHES
0
1
2
3
UNIT
0735
PROJECT NUMBER & PHASE
04000208681
06-09-14
REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016
LAST REVISION
R
1
R
STATE OF CALIFORNIA
x
TIME PLOTTED => 10:42
ITEMS SHOWN IN THESE TABLES ARE NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
E LE C T R IC A L
DEPARTMENT OF TRANSPORTATION
FUNCTIONAL SUPERVISOR
BEHZAD GOLEMOHAMMADI
PB
-
x
No. 14
ft
2
4
No. 8
TYPE
1B
DIST
NOTES:
NOTES:
04
4th Edition with California Amendments.
Level of initial grouting
inside corrugated sheathing
2. Anchorage enclosure shall have provisions to allow injecting grout
at low end and venting at high end. Galvanize after fabrication.
PLANS APPROVAL DATE
E
F
steel in ground anchor (square inch)
Unbonded length = 40’-0" Min.
G
(Strands)
For inclination, see
PROJECT PLANS
7. For other wall details, see PROJECT PLANS.
FACE OF CONCRETE WALER, MORTAR
PAD OR SUPPORT PLATE
Face of Wall Excavation
ANCHORAGE ENCLOSURE,
STEEL TUBE Min THICKNESS = "
3’
-0
"
UN
BO
ND
ED
Mi
n
END OF CORRUGATED
SHEATHING
SEALANT (SEE NOTE 3)
LE
NG
TH
GROUND ANCHOR
E
STEEL TUBE (SEE NOTE 4)
FINAL GROUT
BEARING ´
" ` BOLT AND WASHER
(GALVANIZED) AND SEALANT.
SECURE TO THREADED HOLE
AT CENTER OF ANCHOR HEAD
GROUND ANCHOR
C
6"
BEARING ´
END OF STEEL TUBE
le
ng
th
LI
D
M
IN ITS
S
SH IDE OF
P
EA
TH COR REG
R
IN
UG ROU
G
T
AT
ED ING
6"
END OF SMOOTH
SHEATHING ON STRAND
STEEL TUBE
DRILLED HOLE
SMOOTH SHEATHING
ON STRAND
CORRUGATED
SHEATHING
F
FLANGE, Min THICKNESS =
END OF CORRUGATED SHEATHING
(TENDON ALTERNATIVE ONLY)
2’
-0
"
Mi
n
END OF SMOOTH
SHEATHING ON STRAND
GROUND ANCHOR TENDON DETAIL (STRANDS)
Mi
n
Bo
nd
ed
A
1"
G
3"
END OF SMOOTH
SHEATHING ON STRAND
1"
B
ALTERNATIVE X
INCLINATION ()
FACE OF CONCRETE WALER, MORTAR
PAD OR SUPPORT PLATE
END OF STRANDS
LEVEL
CAP END
ANCHORAGE ENCLOSURE, STEEL
TUBE Min THICKNESS = "
3"
SEALANT (SEE NOTE 3)
BEARING ´
SHEATHING ON STRAND
GROUND ANCHOR
E
2"
STEEL TUBE (SEE NOTE 5)
END OF SMOOTH
FINAL GROUT
END OF STEEL TUBE
GROUND ANCHOR
SEAL
BEARING ´
STEEL TUBE
6"
B
BO
ND
ED
G
A
Min LAP OF STEEL TUBE
AND SMOOTH SHEATHING
1’
-0
"
LE
NG
TH
10:43
LE
NG
TH
"
Cl
r
Mi
n
UN
BO
ND
ED
END OF CORRUGATED
SHEATHING
Cl
r
Mi
n
Mi
n
1"
3’
-0
"
Mi
n
Mi
n
6"
Ma
x
" ` BOLT AND
WASHER, GALVANIZED.
Min 6 EQUALLY SPACED
TIME PLOTTED =>
Ma
x
IA
N
OF
OR
F
I
L
CA
D
6"
END OF SMOOTH
SHEATHING
DRILLED HOLE
FLANGE, Min THICKNESS = "
END OF CORRUGATED SHEATHING
15-JAN-2016
(Bars)
CIVIL
5. Steel tube welded to bearing plate. Inside diameter of steel tube (Min
thickness = ") to be 1" greater than outside diameter of smooth sheathing.
END OF STRANDS
6"
Mi
n
1’
-0
"
Ma
x
T
A
TE
shall not be responsible for the accuracy or
(TENDON ALTERNATIVE ONLY)
ALTERNATIVE Y
SEAL
CORRUGATED SHEATING
(PREGROUTED)
ANCHORAGE ENCLOSURE DETAILS
1
F INCLINATION
CAP END
LEVEL
GROUND ANCHOR TENDON DETAIL BAR(S)
REPLACED PER ADDENDUM No. 1
DATED JANUARY 19, 2016
DATE PLOTTED =>
SMOOTH
SHEATHING
NO SCALE
THORNHILL DRIVE STORM DAMAGE REPAIR
BY
DESIGN
CHECKED
Pao-Tsan Wang
STATE OF
Sam Kotalawala
DIVISION OF ENGINEERING SERVICES
STRUCTURE DESIGN
BY
DETAILS
CHECKED
Franklin Maagma
CHECKED
BY
QUANTITIES
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
CALIFORNIA
Sam Kotalawala
Sam Kotalawala
DESIGN BRANCH
DEPARTMENT OF TRANSPORTATION
Pao-Tsan Wang
16
BRIDGE NO.
33E0140
SOLDIER PILE WALL WITH GROUND ANCHORS
POST MILE
8.3
GROUND ANCHOR DETAILS
REVISION DATES
UNIT: 3617
ORIGINAL SCALE IN INCHES
0
1
2
3
PROJECT NUMBER & PHASE: 04000208681
FILE =>
SHEET
OF
DISREGARD PRINTS BEARING
FOR REDUCED PLANS
33e0140-g-rwdt04.add
CONTRACT NO.: 04-1SS024
EARLIER REVISION DATES
2-04-14
02-26-14
7-15-15
9
16
s126849
1.0 FTL
As(Min) =
0.80 fpu
The State of California or its officers or agents
6. Galvanize assembly after fabrication.
= Minimum cross sectional area of prestressing
1.0 FTL
As(Min) =
0.75 fpu
12-31-16
USERNAME =>
As
1
= Minimum tensile strength of prestressing steel
32308
No.
"c
lr
Mi
n
fpu
PAO-TSAN
WANG
completeness of electronic copies of this plan sheet.
= Factored Test Load per anchor (Kips)
L
Exp.
Galvanize
Cl
r
Mi
n
FTL
Bonded length shall be
determined by the contractor
D
S
D
4. Steel tube (Min thickness = ") welded to bearing plate.
assembly after fabrication
FESSIO
RO
N
P
A
DATE
10-19-15
3. Silicone sealant to cover full width of flange.
Strand Tendons-ASTM Designation: A416
(270 Ksi Low Relaxation steel)
REGISTERED CIVIL ENGINEER
IN E E R
C
7-23-15
G
- ASTM Designation: A722 Type II (150 ksi)
Level of secondary grouting
1. Anchorage enclosure shall only be used when anchor head assembly
is not enclosed in concrete.
108
N
Bars
B
77
TOTAL
SHEETS
No.
E
PRESTRESSING STEEL:
8.3
13
E
AASHTO LRFD Bridge Design Specifications,
Level of initial grouting for
drilled hole 6" in diameter
or smaller
SHEET
R
A
Ala
POST MILES
TOTAL PROJECT
E
DESIGN:
ROUTE
R E G IS T
GENERAL NOTES
COUNTY
×

Report this document