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1Var01
AT VARIOUS LOCATIONS
x
x
x
x
x
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
=>
06:44
16-
MA
R-2016
POST MILESNo.
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
TI
ME
PL
OT
TE
D
=>
R
R
00-00-00
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
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 & PHASE
0114000102
01-0E5704
UNIT0114000102ab001.dgn
s120115USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 0052 01140001021
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010
IN HUMBOLDT COUNTY
Hum
NO SCALE
BORDER LAST REVISED 10/4/2013
DE
SI
GN
MA
NA
GE
R
TO
M
FIT
ZG
ER
AL
D
ARCATA
EUREKA
FORTUNA
RIO DELL
TRINIDAD
BLUE LAKE
COUNTY
HUMBOLDT
Garberville
Miranda
Orick
1
1
2
3
101
101
101
BRIDGE No.BRIDGE NAMEPMROUTELOCATION
4
5 299
299
COUNTY
Hum
Hum
Hum
Hum
Hum
2
Kla
math
River
River
Klam
ath
River
Red
wood
Creek
Mad
Riv
er
RiverVan Duzen
Eel
River
S.
Eel
River
Trinit
y
Rte
169
Rte
96
Rte 299
Rte
Rte36
254
Rte
101
Rte
101
101
Rte
LOCATIONS OF CONSTRUCTION
STATE PARKREDWOODS HUMBOLDT
TO
M
FIT
ZG
ER
AL
D
16
5
3
4
04-0072EAGLE POINT SIDEHILL VIADUCT27.07
70.61 TOMPKINS HILL ROAD OH 04-0121
89.63 MAD RIVER 04-0311L
MAD RIVER 04-0036LR1.56
04-0050SOUTH FORK TRINITY RIVER42.95
101,299SHEET
No. DESCRIPTION
TITLE AND LOCATION MAP
SUMMARY OF QUANTITIES
1
2
THE STANDARD PLANS LIST APPLICABLE TO
THIS CONTRACT IS INCLUDED IN THE NOTICE
TO BIDDERS AND SPECIAL PROVISIONS BOOK.
GENERAL PLAN AND DETAILS
STRUCTURE PLANS
6
5
PACIFIC OCEAN
LAYOUT
3-4 CONSTRUCTION AREA SIGNS
7-11
BRENDA
HARWELL
64471
6-30-17
Willow Creek
Fork
TRAFFIC HANDLING PLAN, DETAILS AND QUANTITIES
REVISED STANDARD PLANS
12-16
3-11-16
March 14, 2016
0052
01 Hum Var
L-1
MAIN
TE
NA
NC
E
DE
SIG
N
R/W
101,299
South Fork Trinit
y Riv
er
SCALE: 1" = 50’
LAYOUT
PM 42.95Br No. 04-0050
To Weaverville
To
Willo
w Creek
R/W
BB
EB
1.
2.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THIS SHEET.
NOTES:
LEGEND
Abut 1
Abut 4
Temp SILT FENCE
Temp FIBER ROLL
Temp FIBER ROLL
Temp SILT FENCE
RO
UTE 299
2
R/W
HARWELL
64471
6-30-17
01140001021
TO
M
FIT
ZG
ER
AL
D
BR
EN
DA
HA
RW
EL
L
BRENDA
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
=>
06:45
16-
MA
R-2016
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
00-00-00
USERNAME => s120115
DGN FILE => 0114000102ea001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
R/W
ACCESS TO ABUTMENTS
SOUTH FORK TRINITY RIVER
(SEE STRUCTURE PLANS)
REPLACE BEARING PAD
LOCATION 5
ROUTE 299 PM 42.95
TRINIT
Y
CO
UN
TY
HU
MB
OL
DT
CO
UN
TY
(SEE STRUCTURE PLANS)
REPLACE BEARING PADCH
RIS
GHI
DI
NE
LLI
FOOT TRAFFIC ONLY
ESA-2
ESA-2
ESA-1
ESA-3
ESA-4
6"
6"
1’-6"
2’-6"
2’-0"
OG
GRAVEL BAG
SECTION
SILT FENCE
FABRIC
NOTE:
GRAVEL BAG WILL BE PLACED ON SILT FENCE FABRIC
THE ENTIRE LENGTH OF THE SILT FENCE.
Temp SILT FENCE DETAIL
NO SCALE
ESA
16"-20"
Temp FENCE (TYPE ESA) (30’)
16
3-11-16
March 14, 2016
CS-1
CONSTRUCTION AREA SIGNS
APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY
NO SCALE
A
B
C
SIGNS
OF
NUMBER
AND SIZE
NUMBER OF POSTSSIGN MESSAGEPANEL SIZE
SIGN CODE
CALIFORNIA
SIGN
FEDERAL
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
1 - 4" x 6"
48" x 48" ROAD WORK AHEAD1 - 6" x 6"
F
36" x 36" 1 - 4" x 6"
36" x 24"C23B(CA)
W20-1
BRIDGE REPAIR
W11-1 36" x 36" BICYCLE SYMBOL
1 - 4" x 4"
W16-1
END ROAD WORK
24" x 30" SHARE THE ROAD
ROAD WORK AHEAD
36" x 18"
W20-1
G20-2
NUMBER
D
E
1 - 4" x 6"END ROAD WORK48" x 24"G20-2
144" x 60" 2 - 6" x 8"C40(CA)CONSTRUCTION ZONES
TRAFFIC FINES DOUBLED IN
4
4
1
4
1
4
NOTES:
1. LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER.
2. EXISTING UTILITY FACILITIES ARE NOT SHOWN ON THESE PLANS.
3
(N)
(N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
301 Hum Var
MAIN
TE
NA
NC
E
DE
SIG
N
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
=>
06:45
16-
MA
R-2016
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
00-00-00
USERNAME => s120115
DGN FILE => 0114000102la001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
MYERS FLAT
SOUTH FORK EEL RIVER BRIDGE
SALMON CREEK Rd
OVERCROSSING
SEPARATION
To
Garberville
To Fortuna
ROUTE101
BRIDGE No. 04-0072
PM 27.1
EAGLE POINT VIADUCT
LOCATION 1
PM 26.87
D
PM 26.47
PM 26.58
F
B
A
PM 27.72
PM 27.32
F
PM 27.07
101, 299
0052 01140001021
HARWELL
64471
6-30-17
TO
M
FIT
ZG
ER
AL
D
BR
EN
DA
HA
RW
EL
L
A
B
PM 27.66
PM 27.52
D
BRENDA
PM 25.01
BB
EB
PM 27.92
PM 27.71
Myers Flat
CH
RIS
GHI
DI
NE
LLI
16
3-11-16
March 14, 2016
APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY
CONSTRUCTION AREA SIGNSNO SCALE
CS-2
401 Hum Var
MAIN
TE
NA
NC
E
DE
SIG
N
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
=>
06:45
16-
MA
R-2016
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
00-00-00
USERNAME => s120115
DGN FILE => 0114000102la002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
LOCATION 3 - MAD RIVER
101, 299
0052 01140001021
HARWELL
64471
6-30-17
TO
M
FIT
ZG
ER
AL
D
BR
EN
DA
HA
RW
EL
L
To Trinidad
A
To Eurek
a
D
B
F
F
C
A
E
ROUTE
ROUTE 200/101 SEPARATION
SCHOOL ROAD OC
GIUNTOLI LANE OC
McKinleyville
ARCATA
BRIDGE No. 04-0311L
MAD RIVER BRIDGE Lt
D
BRENDA
RO
UTE
PM 89.03
PM 89.13
PM 89.42
RO
UT
E 200
PM 89.83
PM 90.0
B
101
RO
UT
E299
101
PM 83.63
PM 83.63
PM 90.0
CH
RIS
GHI
DI
NE
LLI
PM 90.05
PM 90.22
16
3-11-16
March 14, 2016
01 Hum Var101, 299
011400010210042
SH
ERI
M. R
OD
RI
GU
EZ
P:\
PR
OJ\01\0e570\drafti
ng\sheets\0114000102
md001.dgn
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
=>
06:45
16-
MA
R-2016
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
00-00-00
USERNAME => s120115
DGN FILE => 0114000102md001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
Month Day, Year
TR
AF
FIC
OP
ER
ATIO
NS TABLE 3
POSTED SPEED
ft
20
25
30
35
40
45
50
55
60
65
TRAFFIC CONE
TEMPORARY SIGN
DIRECTION OF TRAVEL
PORTABLE FLASHING BEACON
FLAGGER
TABLE 2
APPROACH
SPEED-9%
173
227
287
354
427
507
593
686
785
-6%
165
215
271
333
400
474
553
638
728
-3%
ft
158
205
257
315
378
446
520
598
682
155
200
250
305
360
425
495
570
645
mph
30
35
40
45
50
55
60
65
ROAD TYPE
RURAL
EXPRESSWAY / FREEWAY
100
350
500
100
350
500
100
350
500
264015001000
TABLE 1
B
C
D
E
A
W3-4
LANE
CLOSED
C30 (CA)
GATE CONE
A
AHEAD
WORK
ROAD
W20-1
CBA
A/2
W3-4 W20-4 W20-1
C B A
A/2
AHEAD
W20-4
A
C9A (CA)
XXX FT
C29 (CA)
PREPAREDTO
STOP
BE
500’ - 1000’
PLACE EVERY
TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL
TH-1
TRAFFIC HANDLING PLAN
CALIFORNIA CODES ARE DESIGNATED BY (CA). OTHERWISE, FEDERAL (MUTCD) CODES ARE SHOWN.1.
2.
3.
4.
5.
6.
48" x 48" - SPEED OF 45 mph OR MORE
36" x 36" - SPEED LESS THAN 45 mph
30" x 30"
20" x 7"
UNUSED
UNUSEDRETROREFLECTIVE BANDS OR SLEEVES.
ALL CONES USED FOR LANE CLOSURES DURING THE HOURS OF DARKNESS SHALL BE FITTED WITH
7.
Min D
-3 PERCENT AND LONGER THAN 1 MILE.
ft
Min A Min B Min C
* * *
USE ON SUSTAINED DOWNGRADE STEEPER THAN*
25 & BELOW
mph
20
25
30
35
40
45
50
55
60
65
APPROACHING TRAFFIC AS WELL AS APPROACHING VEHICLES AFTER THE FIRST VEHICLE HAS STOPPED.
FLAGGER SHOULD STAND IN A CONSPICUOUS PLACE, FACING TRAFFIC AT ALL TIMES, BE VISIBLE TO
FLAGGER SHALL BE USED AT EACH INTERSECTION WITHIN THE TRAFFIC CONTROL AREA.
CONTROL AREA. WHERE VEHICULAR TRAFFIC CAN NOT EFFECTIVELY SELF-REGULATE, AT LEAST ONE
WHEN A PILOT CAR IS USED, PLACE A C37 (CA) SIGN AT ALL INTERSECTIONS WITHIN TRAFFIC
FOR LANE CLOSURE DURING HOURS OF DARKNESS.
ALL SIGNS SHALL HAVE A BLACK LEGEND ON FLUORESCENT ORANGE BACKGROUND AND SHALL BE
NO SCALE
GATE CONES
ONE LANE
ROAD
A A A
E
100’ Max
ADVANCE WARNING SIGNS (TABLE 1)
(TABLE 2)
D
(NOTE 5)
B
(NOTE 7)
100’ Max
(NOTE 5)
XXX FT
E
(NOTE 7)
C29 (CA)
C9A (CA)
A
PREPAREDTO
STOP
BE
AHEAD
WORK
ROAD
AHEAD
ONE LANE
ROAD
A A
ADVANCE WARNING SIGNS (TABLE 1)
NOTES: LEGEND SIGN PANEL SIZE (MINIMUM)
WORK
AREA
ADVANCE WARNING SIGN SPACING Max CONE SPACING
CONE SPACING
(TABLE 3)
EQUIPPED WITH AT LEAST TWO 16" x 16" ORANGE FLAGS FOR DAYTIME CLOSURE OR FLASHING BEACONS
BUFFER SPACE
APPROVED FOR TRAFFIC HANDLING WORK ONLY
URBAN (MORE THAN 40 mph)
URBAN (30 mph TO 40 mph)
URBAN (25 mph OR LESS)
250 250 250
DOWNGRADE
Min D
TAPER TANGENT CONFLICT
40
50
60
70
80
90
100
110
120
130
10
12
15
17
20
22
25
27
30
32
TR
OY
A.
AR
SE
NE
AU
RIC
HA
RD
MU
LL
EN
*
*
MARKINGS AND CHANNELIZERS.
USE WHERE THERE IS A CONFLICT BETWEEN EXISTING PAVEMENT
ADDITIONAL ADVANCE FLAGGERS ARE REQUIRED DURING HOURS OF DAYLIGHT.
WHEN FLAGGER IS NOT VISIBLE FROM THIS LOCATION PLACE A C29 (CA) SIGN BELOW THE C9A (CA) SIGN.
A FULL MATRIX PCMS IN PLACE OF EACH ADVANCE FLAGGER REQUIRED DURING HOURS OF DARKNESS.
11-13-15
SHERI M.RODRIGUEZ
C66861
9-30-16
5 16
THERMOPLASTIC TRAFFIC STRIPE
FROM TO LF
WHITE
REMOVE
PAVEMENT MARKERS
TYPE GTYPE D
EANo.
1
SUBTOTAL
TOTAL
LOCATION
YELLOW
(HAZARDOUS
WASTE)
4" SOLID
YELLOW
4" SOLID
WHITE
123 101
Rte
TYPE H TYPE D TYPE H
92
PMWHITE36-12)
(BROKEN4"
LE
NG
TH
BRI
DG
E
REMOVE
TYPE G
27B
27B
17
(N)
(N)
(RETROREFLECTIVE)
THERMOPLASTIC TRAFFIC STRIPE AND PAVEMENT MARKERS
NU
MB
ER
DE
TAIL
LE
NG
TH
DE
TAIL
(N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.
27.07 27.32
750’
750
12 750
750
17
17
SUMMARY OF QUANTITIES
Q-1
101
01 Hum VarB
RE
ND
A
HA
RW
EL
L
MAIN
TE
NA
NC
E
DE
SIG
NT
OM
FIT
ZG
ER
AL
D
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
=>
06:45
16-
MA
R-2016
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
00-00-00
USERNAME => s120115
DGN FILE => 0114000102pa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
101,299
1303.3’
1303.3
1303.3
1303.3 EAGLE Pt SIDEHILL VIADUCT
MAD RIVER (04-0025L)
REMARKS
89.63 89.77
1303.3
27B 1303.3
12
12
29
25 750
No.
5
LOCATION
Rte
TOTAL
REMARKSROLLFIBERTemp
LF
FENCESILTTemp
ESA)(TYPEFENCETemp
100
LF LF
299
200 200
EAST APPROACH, RIGHT
100
100
WEST APPROACH
WEST APPROACH
EAST APPROACH
100 EAST APPROACH
750.0
5963.2
1303.3
336.0
336.0
1303.3
750
192.0
192.0
4412.6
4412.6
1303.3
1303.3
5213.2
750.0
5963.2
1303.3
1303.3
29
29
750
750
750 17
92 17
17
17
29
29
17
204
3356.6
9319.8
4106.6
4106.6
112112
112
5213.2
5963.2
112
204
0052
6
LF LF LF LF LF EA EA EA EA EA
HARWELL
64471
6-30-17
01140001021
BRENDA
TEMPORARY WATER POLLUTION CONTROL
CH
RIS
GHI
DI
NE
LLI
30
30
16
AND NUMBER
BRIDGE NAME
SOUTH FORK
TRINITY RIVER
04-0050
3-11-16
March 14, 2016
P:\
PR
OJ\01\0e570\drafti
ng\sheets\va001.dgn
Hum01 101,299 Var 167
3-14-16
P:\
PR
OJ\01\0e570\drafti
ng\sheets\va002.dgn
Hum01 101,299 Var 168
3-14-16
P:\
PR
OJ\01\0e570\drafti
ng\sheets\va003.dgn
Hum01 101,299 Var 169
3-14-16
P:\
PR
OJ\01\0e570\drafti
ng\sheets\va004.dgn
Hum01 101,299 Var 1610
3-14-16
P:\
PR
OJ\01\0e570\drafti
ng\sheets\va005.dgn
Hum01 101,299 Var 1611
3-14-16
1
GENERAL PLAN NO. 1
Indicates existing structure
Notes:
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
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DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
0 1 2 3
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTE
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D P
ROFESSIONAL
E
NGI
NE
ER
S
TATE OF CALIF
ORNIA
REGISTERED CIVIL ENGINEER DATE
REVISION DATES
LAYOUT
SPECIFICATIONS
BY
BY CHECKED
COMPARED
PLANS AND SPECIFICATIONS
DIVISION OF MAINTENANCE
DESIGNSTRUCTURE MAINTENANCE
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
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
TOTAL PROJECT
POST MILES
NO.
SHEET
SHEETS
TOTAL
STRUCTURES MAINTENANCE GENERAL PLAN & DETAIL SHEET (ENGLISH) (REV. 10/17/07) UNIT:
PROJECT NUMBER & PHASE: CONTRACT NUMBER:
01 Hum
HUBERT DANG
C 69174
6-30-16
Hubert Dang
Trung Lam
Hubert Dang
Khanh Truong
Khanh Truong
Khanh Truong
Trung Lam
3488
0114000102 1 01-0E5701
VARIOUS
VARIES
INDEX TO PLANS
SHEET NO. TITLE
SHEET NO. TITLE
RATING = 2")
JOINT SEALS (MAXIMUM MOVEMENT
ABBREVIATION (SHEET 2 OF 2)
ABBREVIATION (SHEET 1 OF 2)
STANDARD PLAN SHEET No.
DETAIL No.
"JOINT SEAL DETAILS" sheet.
joint seal. For details, see
expansion joint and replace
Indicates location of clean
5
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
9-01-15
Abut 1
Abut 5
(Typ)skew56°–
� Rte 101
1"=30’
BR NO. 04-0121, RTE 101, PM 70.61
TOMKINS HILL ROAD OVERHEAD
� Be
nt 2
� Be
nt 3
� Be
nt 4
EB
EB
Road
way
37’-0"–
37’-0"–
Road
way
To Willits
Nort
h Co
ast
Railr
oad
Auth
ority
Tomp
kins Hill
Road
BB
BB Left Bridge
Right Bridge
5
4
3
2
1
MISCELLANEOUS DETAILS
JOINT SEAL DETAILS
GENERAL PLAN NO. 3
GENERAL PLAN NO. 2
GENERAL PLAN NO. 1
11-13-15
101, 299
ROUTES 101 & 299 BRIDGES
�
Bent 3
�
Bent 2
�
Bent 4
�
Bent 5
�
Bent 6
Abut 1
�
Bent 7
�
Bent 8
�
Bent 9
�
Bent 10
�
Bent 11
�
Bent 12
�
Bent 13
�
Bent 14
�
Bent 15
�
Bent 16
Abut 17
BB
EB
1303’-4"–
To Eureka
To Garberville
56’-0"–
Road
way
EAGLE POINT VIADUCT
BR NO. 04-0072, RTE 101, PM 27.07
1"=20’
EAGLE POINT VIADUCT BR. NO. 04-0072
QUANTITIES
REMOVE CHIP SEAL 72,987 SQFT
FURNISH BRIDGE DECK TREATMENT MATERIAL 974 GAL
TREAT BRIDGE DECK 72,987 SQFT
PREPARE CONCRETE BRIDGE DECK SURFACE 72,987 SQFT
QUANTITIES
JOINT SEAL (MR 1") 134 LF
JOINT SEAL 469 LF
CLEAN EXPANSION JOINT 603 LF
TOMKINS HILL ROAD OVERHEAD BR. NO. 04-0121
(MR �")
11-30-15
STANDARD PLANS DATED 2010
RSP B6-21
RSP A10B
A10A
methacrylate.
deck with high molecular weight
deck surface and treat bridge
seal, prepare concrete bridge
Indicates limits of remove chip
Jennifer Ramirez Jennifer Ramirez
Hubert Dang
2-11-16
2-11-16
02-11-16
Var 1612
March 14, 2016
2
GENERAL PLAN NO. 2CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
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DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
0 1 2 3
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTE
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D P
ROFESSIONAL
E
NGI
NE
ER
S
TATE OF CALIF
ORNIA
REGISTERED CIVIL ENGINEER DATE
REVISION DATES
LAYOUT
SPECIFICATIONS
BY
BY CHECKED
COMPARED
PLANS AND SPECIFICATIONS
DIVISION OF MAINTENANCE
DESIGNSTRUCTURE MAINTENANCE
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
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
TOTAL PROJECT
POST MILES
NO.
SHEET
SHEETS
TOTAL
STRUCTURES MAINTENANCE GENERAL PLAN & DETAIL SHEET (ENGLISH) (REV. 10/17/07) UNIT:
PROJECT NUMBER & PHASE: CONTRACT NUMBER:
01 Hum
HUBERT DANG
C 69174
6-30-16
Hubert Dang
Trung Lam
Hubert Dang
Khanh Truong
Khanh Truong
Khanh Truong
Trung Lam
3488
0114000102 1 01-0E5701
VARIOUS
VARIES
5
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
9-01-15
MAD RIVER
39’-5"–
Road
way
750’-0"–
Abut 1
Abut 5
�
Pier 2
�
Pier 3
�
Pier 4
BB EB
To Crescent City
RI
VE
R
M
AD
55’-2�
"–
Road
way
To Eureka
101, 299
11-13-15
ROUTES 101 & 299 BRIDGES
1"=30’
BR No. 04-0311L, RTE 101, PM 89.63
1"=20’
MAD RIVER
BR NO. 04-0036L, RTE 299, PM R1.56
BB
EBTo Arcata
Abut 1
� Pier 2
� Freeway
Abut 7
40° 5
7’–
Skew
� Pier 3
� Pier 4
� Pier 5
� Pier 6
518’-0"–
Road
way
34’-4"–
To Blue Lake
MA
D RIV
ER
� Route 299
MAD RIVER BR. NO. 04-0311L
QUANTITIES
FURNISH BRIDGE DECK TREATMENT MATERIAL 394 GAL
TREAT BRIDGE DECK 35,483 SQFT
PREPARE CONCRETE BRIDGE DECK SURFACE 35,483 SQFT
QUANTITIES
JOINT SEAL (MR 1") 92 LF
JOINT SEAL 92 LF
CLEAN EXPANSION JOINT 184 LF
(MR �")
MAD RIVER BR. NO. 04-0036L
11-30-15
Indicates existing structure
Notes:
"JOINT SEAL DETAILS" sheet.
joint seal. For details, see
expansion joint and replace
Indicates location of clean
molecular weight methacrylate.
and treat bridge deck with high
concrete bridge deck surface
Indicates limits of prepare
2-11-16
2-11-16Jennifer Ramirez Jennifer Ramirez
Hubert Dang
02-11-16
Var 13 16
March 14, 2016
3
GENERAL PLAN NO. 3CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
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DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
0 1 2 3
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTE
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D P
ROFESSIONAL
E
NGI
NE
ER
S
TATE OF CALIF
ORNIA
REGISTERED CIVIL ENGINEER DATE
REVISION DATES
LAYOUT
SPECIFICATIONS
BY
BY CHECKED
COMPARED
PLANS AND SPECIFICATIONS
DIVISION OF MAINTENANCE
DESIGNSTRUCTURE MAINTENANCE
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
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
TOTAL PROJECT
POST MILES
NO.
SHEET
SHEETS
TOTAL
STRUCTURES MAINTENANCE GENERAL PLAN & DETAIL SHEET (ENGLISH) (REV. 10/17/07) UNIT:
PROJECT NUMBER & PHASE: CONTRACT NUMBER:
01 Hum
HUBERT DANG
C 69174
6-30-16
Hubert Dang
Trung Lam
Hubert Dang
Khanh Truong
Khanh Truong
Khanh Truong
Trung Lam
3488
0114000102 1 01-0E5701
VARIOUS
VARIES
Indicates existing structure
Notes:
5
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
9-01-15
Abut 1
BBEB
SO
UT
H F
OR
K
TRINIT
Y
RIV
ER
To Weaverville
To Willow Creek
� Route 299
�
Bent 2
�
Bent 3
Abut 4
36’-0"–
Road
way
1
1
DETAILS" sheet.
For details, see "MISCELLANEOUS
pads at both abutments, tot 6.
existing elastomeric bearing
Indicates location of replace1
101, 299
11-13-15
ROUTES 101 & 299 BRIDGES
1"=20’
BR NO. 04-0050, RTE 299, PM 42.95
SOUTH FORK TRINITY RIVER
QUANTITIES
REPACE BEARING PAD 6 EA
TEMPORARY SUPPORT LUMP SUM
SOUTH FORK TRINITY RIVER BR. NO. 04-0050
11-30-15
2-11-16
2-11-16
Hubert dang
Jennifer Ramirez Jennifer Ramirez
02-11-16
Var 14 16
March 14, 2016
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
DESIGNSTRUCTURE MAINTENANCE
BRIDGE NO.
POST MILE
UNIT:
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
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKED
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
0 1 2 3
za004.dgnFILE =>
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SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARINGSTRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 09-01-10)
VARIOUS
VARIES
3488
4
Trung Lam
Khanh Truong
PROJECT NUMBER & PHASE:
The following notes apply to JOINT SEAL TYPE B:
1)
2)
3)
4)
5)
The following note applies to JOINT SEAL TYPE A:
JOINT SEAL TABLE
NUMBER
BRIDGEBRIDGE NAME
JOINT SEAL JOINT SEAL
SIDEWALK OR CURB BARRIER RAIL
DIAPHRAGM ABUTMENT ABUTMENT WITH BACKWALL
Roadway
JOINT SEAL LOCATION
HINGE
� HINGE
No
No
No
No
NoNo
No
No
No
No
LOCATIONWATERSTOP
EXISTING
(inches)
"MR"
MINIMUM
(feet)
LENGTH
APPROXIMATE
DECK
TOP OF
DECK
TOP OF
SIDEWALK OR CURB
JOINT SEAL AT LOW SIDE OF DECK
GUARD
WHEEL
WITHOUT
WITH OR
LEGEND:
joint. For details not shown see
low side of the deck where joint matches curb or rail
Install Type A joint seal 3" up into curb or rail on the
B6-21
B6-21
FOR LOCATIONS
SEAL TABLE"
SEE "JOINT
WATERSTOP;
NOTCH (BB OR EB)
JOINT SEAL AT PAVING
BACKWALL (BW)
JOINT SEAL AT
(BB or EB)
Paving Notch
BACKWALL
ABUTMENT
NO SCALE
LIMITS
BRIDGE
Limits
Bridge
SLAB
APPROACH
FOR LOCATIONS
SEAL TABLE"
SEE "JOINT
WATERSTOP;
JOINT SEAL
For details not shown see
curb or rail joint.
the low side of the deck where deck joint matches
Bend Type B joint seal 6" up into curb or rail on
compressed to an average pressure of 3 psi.
test cycle of the pressure deflection test, when
B) The width of the seal on the third successive
uncompressed width of the seal.
A) 0.85 times the manufacturer’s designed minimum
follows:
W1 must be the smaller of the values determined as
by the Engineer.
have been cleaned, minimum W1 is to be calculated
joint based on field measurements. After the joints
Minimum W1 is the calculated maximum width of the
and minimum W1 requirements.
Seal must satisfy both minimum Movement Rating (MR)
BENT OR PIER
� BENT OR PIER
JOINT SEAL DETAILS
Hubert Dang
Hubert Dang
Khanh Truong
Khanh Truong
01
HUBERT DANG
C 69174
6-30-16
0114000102 1 01-0E5701
Hum
Exist reinf(Typ)
�" Sawcut
concrete and cleaning
after removing unsound
Approximate deck surface concrete patch
Rapid setting
surface
Exist concrete
weight methacrylate
New high molecular
NO SCALE
during deck concrete removal.
Reinforcement may be encountered
DECK REPAIR DETAIL
(inches)
EXPANSION JOINT
TO CLEAN
APPROXIMATE DEPTH
MAD RIVER 04-0036L
Abut 1
Pier 2
Pier 6
Abut 7
BB
EB
�
�
�*
�*
1*
1*
45.8
45.8
46.2
46.2
No
No
12
12
9
9
ROAD OVERHEAD
TOMKINS HILL04-0121
Abut 1R
Abut 5R
Bent 2R
Bent 3R
Bent 4R
BB
EB
�
�
�
67.1
66.6
66.6
66.6
66.6
Abut 1L BB 67.1 No 12
12
36
36
36
Bent 3L � 66.6 Yes 8
Bent 4L � 66.6
36
Abut 5L EB 66.6 12
12
Location to be determined by the Engineer.
concrete and cleaning
after removing unsound
Approximate deck surface
deck surface
Exist concrete
concrete patch
Rapid setting
to remain
Exist reinf
�" depth (Typ)
Sawcut vertical edge
Joint seal not shown
3"
Min
JOINT SPALL REPAIR DETAIL
Location to be determined by the Engineer.
5
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
NO SCALE
concrete removal and is to remain undamaged.
Reinforcement may be encountered during deck
NO SCALE
only where deck joint matches the barrier rail joint.
Details shown for illustration purposes only. For use
1*
1*
�*
�*
�*
�*
�*
�*
�*
9-01-15
101, 299
11-13-15
* = Pourable Joint Seal
� = Centerline of Bent/Pier
EB = Paving notch at end of bridge
BB = Paving notch at beginning of bridge
ROUTES 101 & 299 BRIDGES
2-11-16
02-11-16
Var 15 16
March 14, 2016
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
DESIGNSTRUCTURE MAINTENANCE
BRIDGE NO.
POST MILE
UNIT:
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
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKED
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
0 1 2 3
za005.dgnFILE =>
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=>
SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 09-01-10)
VARIOUS
VARIES
01-0E5701
3488
5
Trung Lam
Khanh Truong
PROJECT NUMBER & PHASE: 0114000102 1
Hubert Dang
Hubert Dang
Khanh Truong
Khanh Truong
TEMPORARY SUPPORT TABLE
LOCATIONBRIDGE NO. DL (kip)DL+LL+I( kip)
Design Load
Minimum
(kip)
Design Load
Minimum Lateral
Defection
Upward
Maximum
04-0050
Abutment
bearing of
3.5’ from �
208 1,227 21 �"
JACKING NOTES:
A A
PLAN
�" = 1’-0"
Abut 1 shown, Abut 4 similar
� Bearing @ � Girders
MISCELLANEOUS DETAILS
LOAD FACTOR DESIGN
GENERAL NOTES
DESIGN:
REINFORCED CONCRETE: y
�" = 1’-0"
SECTION A-A
�" = 1’-0"
BEARING PAD DETAILS
20"
16"
� Girder
� Abutment
5
3. Vertical deflection shall be maintained during repair operations.
The differential lift between jacks shall not exceed �".
elastomeric bearing pads but no greater than �" above final grade.
be enough to release existing elastomeric bearing pads and install new
the entire width of the superstructure. The total vertical lift shall
2. The jacking force shall be applied to all jacks simultaneously across
1. Jacking operation shall not exceed the DL or maximum upward deflections.
� Abutment
BR NO. 04-0050
� Abutment
BB or EB
Joint seal not shown
Abutment Backwall
(16" x 20" x 2.0")
Elastomeric Bearing Pad
New Steel Reinforced
f’ = 3,600 psi
f = 60,000 psi
n = 9
LIVE LOAD: HS20-44 and Alternative.
Interims and Revision by Caltrans)
LFD Version April 2000 (1996 AASHTO with
CALTRANS BRIDGE DESIGN SPECIFICATIONS
01 Hum
HUBERT DANG
C 69174
6-30-16
ANY MATERIAL.
BEFORE ORDERING OR FABRICATING
CONTROLLING FIELD DIMENSIONS
THE CONTRACTOR MUST VERIFY ALL
NOTE:
See "BEARING PAD DETAILS"Abutment
pads tot 3 for each
elastomeric bearing
Replace existing
9-01-15
101, 299
11-13-15
ROUTES 101 & 299 BRIDGES
2-11-16
02-11-16
Var 16 16
March 14, 2016
