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Crestline
To
Palm
dale
To
Sta "A" 71+75
Begin Work
Sta "A" 201+65
End Work
ROUTE 138
UNDERCROSSING
OHV
OFFIC
E Rd
SU
MMIT POST
Br No. 54-1218
HOG RANCH CREEK BRIDGE
Br No. 54-1219
MINER’S SHACK CREEK BRIDGE
Br No. 54-1220
CREEK BRIDGE
DOUBLE DRAIN
Sta 7+04.31
(3N-44)
Limit of Work
Sta 7+62.75
Limit of Work (SCE-1 Rd)
Sta 14+37.69
(3N-45)
Limit of Work
Sta 13+08.44
(SCE-2 Rd)
Limit of Work
Sta 12+73.05
(SEC-3 Rd)
Limit of Work
Sta 7+26 "FS-1"
(FOREST SERVICE ACCESS Rd)
Limit of Work
831 ETUOR GN
I
TSIX
E
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
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
=>
12:42
05-
FE
B-2016
POST MILESNo.
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
INDEX OF PLANS
TI
ME
PL
OT
TE
D
=>
R
R
09-10-15
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
0800020191
08-0Q3004
UNIT0800020191ab001.dgn
s102458USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 2229 08000201911
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010
BORDER LAST REVISED 10/4/2013
DE
SI
GN
MA
NA
GE
R
SAN BERNARDINO
08 SBd 138 R17.1/R19.2 1
BR
YC
E J
OH
NS
TO
NJ
AM
AL
EL
SA
LE
H
DUNG HUY PHAN
73061
12/31/16
SUMMIT POST OFFICE ROAD
TO 0.1 MILE WEST OF
FROM 1.9 MILES EAST OF ROUTE 15
NEAR HESPERIA
IN SAN BERNARDINO COUNTY
212
BIDDERS AND SPECIAL PROVISIONS BOOK
CONTRACT IS INCLUDED IN THE NOTICE TO
THE STANDARD PLANS LIST APPLICABLE TO THIS
RR
CI
FI
CA
P
NOI
NU
RR EF ATNAS NREHTRON NOTGNILRUB
RR EF
ATNAS NREHTRON NOTGNILRUB
RO
UT
E 15
Sta "A" 191+98 PM R19.2
END CONSTRUCTION
PM R17.1
Sta "A" 80+78
BEGIN CONSTRUCTION
184-212 DOUBLE DRAIN CREEK BRIDGE Br No. 54-1220
163-183 MINER’S SHACK CREEK BRIDGE Br No. 54-1219
146-162 HOG RANCH CREEK BRIDGE Br No. 54-1218
STRUCTURE PLANS
107-145 REVISED STANDARD PLANS
106 ELECTRICAL PLAN
96-105 EROSION CONTROL PLANS AND QUANTITIES
95 RETAINING WALL PLAN
92-94 SUMMARY OF QUANTITIES
90-91 SIGN PLANS AND DETAILS
89 PAVEMENT DELINEATION QUANTITIES
85-88 DETOUR PLANS
83-84 TRAFFIC HANDLING PLANS AND QUANTITIES
74-82 STAGE CONSTRUCTION PLANS AND QUANTITIES
73 CONSTRUCTION AREA SIGNS
38-72 DRAINAGE PLANS,PROFILES, DETAILS AND QUANTITIES
29-37 CONTOUR GRADING
28 TEMPORARY WATER POLLUTION CONTROL PLAN
25-27 CONSTRUCTION DETAILS
14-24 PROFILES AND SUPERELEVATION DIAGRAMS
5-13 LAYOUTS
4 KEY MAP AND LINE INDEX
2-3 TYPICAL CROSS SECTIONS
1 TITLE AND LOCATION MAP
No. DESCRIPTION
SHEET
September 11, 2015
9-10-15
ACHSNHP-P138(055)E
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
90
100
110
120130
140
150
160
170 180 190
ASPH
SBD-138ASPH
DIRT
85
EC 88
+39.02
BC 82
+14.99
PI 81
+60.34
78
� IMP ROUTE 138 (FUTURE)
980
12
N55̂ 33’18"E 863.81’
34
6
4
3
7 8
9
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ea001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
N
SCALE: 1"=50’
MU
ST
AP
HA
RA
OU
F
LAYOUT
DO
N
NG
UY
EN
PA
UL
PH
AN "HIGH RISK UTILITY"
CAUTION
IN THIS AREA
PRIOR TO PERFORMING WORK
A MINIMUM OF 5 WORKING DAYS
REGIONAL NOTIFICATION CENTER
CONTRACTOR SHALL NOTIFY
36" HIGH PRESSURE GAS LINE
L-1
FROM R/W)
FENCE ANGLE POINTS (WHERE FENCE DEVIATES
FENCE (TYPE AS NOTED)
MAINTENANCE ACCESS ROAD
1
A
LEGEND:
ABBREVIATIONS:
69.62’ Lt
127.06’ Rt
8’
8’
12’
12’
8’
8’
12’12’
SURVEY SHOT (SCE OVERHEAD ELECTRIC)
No. # R
CURVE DATA
T L
1 1549.67’ 10°50’54" 147.14’ 293.41’
2 1246.72’ 28°40’43" 318.70’ 624.03’
A
OFFSETSTATION
B
B
2
1
A
NOTES:
TEMPORARY FENCE (TYPE ESA)
"A" 88+39.02 ECEnd � IMP RTE 138 =88+39.02 EC
85+45.61 BC� IMP ROUTE 138
R/W
DIRT ROAD
REMOVE BASE AND SURFACING
C 29.61’ Rt
C
C/F
C/F
F/C
F/C
C/F
F/C
COLD PLANE 0.15’ ASPHALT CONCRETE AND PLACE 0.15’ HMA (TYPE A)
Beg HMA DIKE (TYPE C)END HMA DIKE (TYPE E)20’ Rt "A" 84+99.34
Beg HMA (TYPE A) AND PLACE 0.15’ HMA (TYPE A)END COLD PLANE 0.15’ ASPHALT CONCRETEMATCH Exist Pvmt "A" 81+60.34
Beg HMA DIKE (TYPE F)
END HMA DIKE (TYPE C)
20’ Rt "A" 85+75.56
Beg HMA DIKE (TYPE C)
20’ Lt "A" 86+00
Beg HMA DIKE (TYPE F)
END HMA DIKE (TYPE C)
20’ Lt "A" 86+54.16
END HMA DIKE (TYPE F)20’ Lt "A" 87+03.37
TYPE 12A LAYOUTTR (TYPE WB-31)100’ MGS (STEEL POST)AITS
TYPE 12CC LAYOUTTR (TYPE WB-31)50’ MGS (STEEL POST)BURIED POST END ANCHOR
SEE STRUCTURE PLANSBRIDGE No. 54-1218HOG RANCH CREEK BRIDGE
5-STRAND METAL POST)
2126’ FENCE (TYPE BW,
TYPE 12CC LAYOUTBURIED POST END ANCHOR50’ MGS (STEEL POST) TR (TYPE WB-31)
AND SURFACINGREMOVE BASE
(TYPE E)
Beg HMA DIKE
20’ Rt "A" 83+69
1
12’
12’
8’
8’
N37°
43’2
8"E
54.6
5’
MATCH Exist PvmtAND PLACE 0.15’ HMA (TYPE A)Beg COLD PLANE 0.15’ ASPHALT CONCRETE= (-82.11’ N37^43’28"E) OF "A" 80+78.34107.21’ Rt � IMP RTE 138 (FUTURE) 80+90.7
Beg SHOULDER Pvmt Trans HMA (TYPE A)10.09’ Lt (-82.11’ N37^43’28"E) OF "A" 80+78.3497.61’ Rt � IMP RTE 138 (FUTURE) 80+87.6
Beg SHOULDER Pvmt Trans HMA (TYPE A)13.68’ Rt (-82.11’ N37^43’28"E) OF "A" 80+78.34120.23’ Rt � IMP RTE 138 (FUTURE) 80+94.9
HMA (TYPE A)
END SHOULDER Pvmt Trans
20’ Rt "A" 81+60.34
HMA (TYPE A)
END SHOULDER Pvmt Trans
20’ Lt "A" 81+60.34
Beg HMA DIKE (TYPE F)20’ Rt "A" 88+98.5
Beg HMA DIKE (TYPE C)
END HMA DIKE (TYPE F)
20’ Rt "A" 89+48.5
END HMA DIKE (TYPE F)20’ Rt "A" 87+02.6
Beg FENCE (TYPE BW, 5-STRAND METAL POST)
20’ Lt "A" 88+74.5
TYPE 12C LAYOUTBURIED POST END ANCHOR50’ MGS (STEEL POST)TR (TYPE WB-31)20’ Lt "A" 88+98.5
5-STRAND METAL POST)
Beg FENCE (TYPE BW,
20’ Rt "A" 88+74.67
METAL POST)
(TYPE BW, 5-STRAND
2438’ FENCE
507.18’
N66°24’11"E
SEE Struct PLANSAPPROACH SLAB"A" 87+27 BB
SEE Struct PLANSAPPROACH SLAB"A" 88+74.50 EB
"A" L
INE� I
MP. ROUTE 1
38
C/F CUT/FILL LINE
AFTS ALTERNATIVE FLARED TERMINAL SYSTEM
AITS ALTERNATIVE IN-LINE TERMINAL SYSTEM
TR MGS TRANSITION RAILING
OHV OFF HIGHWAY VEHICLE
PDE PERMANENT DRAINAGE EASEMENT
DUNG HUY PHAN
73061
12/31/16
PDE
R/W
R/W
MA
TC
H
LI
NE (L-2)
R/W
5 209
DISTURBED LANDSCAPE AND HARDSCAPE SHALL BE REPLACED IN KIND.
7. ALL LANDSCAPE AND HARDSCAPE WITHIN THE TCE LIMIT SHALL BE PROTECTED IN PLACE.
6. ALL ROADWAY WORK SHALL CONFORM TO EXISTING.
5. FOR V-DITCH AND DOWN DRAIN LOCATIONS, SEE DRAINAGE PLANS.
4. FOR CENTERLINE RUMBLE STRIP DETAILS, SEE CONSTRUCTION DETAILS Sht C-2.
3. FOR CONCRETE BARRIER AND DIKE TRANSITION DETAILS, SEE CONSTRUCTION DETAILS Sht C-1.
AND VEGETATION CONTROL (MINOR CONCRETE), SEE LAYOUTS AND SUMMARY OF QUANTITIES.
2. EXACT LOCATIONS AND TYPES OF DIKES, MIDWEST GUARDRAIL SYSTEM (MGS),
1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
POINTANGLE
"A" 88+90.99
"A" 88+78.32
2
POINTANGLE
"A" 88+90.99
"A" 88+78.32
"A" 82+80.84
END Temp FENCE (TYPE ESA)
END Temp SILT FENCE
(TYPE ESA)SILT
111.72’ Rt "A" 84+98.72
BEG Temp FENCE (TYPE ESA)
BEG Temp SILT FENCE
Beg Temp SILT FENCEBeg Temp FENCE (TYPE ESA)43.43’ Lt (-82.11’ N37^43’28"E) OF "A" 80+78.34
END Temp SILT FENCE
END Temp FENCE (TYPE ESA)
113.03’ Lt "A" 82+79.13
Beg Temp SILT FENCE
Beg Temp FENCE (TYPE ESA)
29.49’ Rt (-82.11’ N37^43’28"E) OF "A" 80+78.34
End Temp SILT FENCEEnd Temp FENCE (TYPE ESA)86.88’ Rt "A" 82+80.83
SILT(TYPE ESA)302’ Temp FENCE
SILT(TYPE ESA)257’ Temp FENCE
Beg Temp SILT FENCEBeg Temp FENCE (TYPE ESA)62.8’ Lt "A"87+84.48
END Temp SILT FENCEEND Temp FENCE (TYPE ESA)66.2’ Lt "A" 88+57.06
SILT(TYPE ESA)76’ Temp FENCE
BASKETEND GABION"A" 87+27.0020’ Rt
FOR RETANING WALL QUANTITY SEE QUANTITY SHEET Q-1.
8. RETANING WALL TYPE 1 (CASE1) PER STD PLANS RSP B3-1A. & RSP B3-5
SEE NOTE 8Beg RETAINING WALL26’ Rt "A" 85+75
CULTURAL ESA
BEYOND FENCENO WORK
MONITORING
THIS AREA REQUIRED CULTURAL RESOURCE
ALL GROUND DISTURBING ACTIVITIES WITHIN
ARCHAEOLOGICAL MONITORING AREA (AMA).
84+58.46
"C Imp Route 138"
118.81’ Rt
82+96.85
"C Imp Route 138"
128.87’ Lt
80+24.42
"C Imp Route 138"
122.00’ Lt
80+23.92
"C Imp Route 138"
39.51’ Rt
79+73.15
"C Imp Route 138"
47.56’ Rt
"C Imp Route 138" 79+99.69
211.36’ Rt
LOCATION 1
AMA
2
84.91’ Rt "A" 88+76.77
Temp FENCE
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191fb005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
N
SUPERELEVATION DIAGRAM
PROFILE AND
Vert 1" = 10’
HorIz 1" = 50’SCALE:
Exc
Emb
STATION
CY
TOTAL
MU
ST
AP
HA
RA
OU
F
+4.02%
Elev 3579.10
+48.51
BV
C
+66.29
EC
+88.07
BC
132
+96.28
134
+53.78
141
+95.59
132
+96.28
135
+58.78
143
+00.59
Elev 3584.09
+65.50
BB
Elev 3622.27
+34.83
EB
Elev 3623.16
+48.51
EV
C
Elev 3595.17
+48.51
+4.02%
+7.0
0%
140135 64321 7 8 9 1 2 3 4
3570
3580
3590
3600
3560
3550
3540
3530
3520
3510
3580
3590
3600
3610
3620
3630
3570
3560
3550
3540
3530
0%
-4%
-8%
PROFILE
ROUTE 138
SUPERELEVATION DIAGRAM
"A" LINE
Elev 3555.04
Elev 3623.27
PG
OG
PG
OG
800’ V
C
R=1558.40’ Lt
AXIS OF ROTATION "A" LINE
-2.00% Lt & Rt TRAVELED WAY & SHOULDER
TRAVELED WAY & SHOULDER
8.00% Lt
TRAVELED WAY & SHOULDER
-8.00% Rt
TRAVELED WAY & SHOULDER
-2.00% Rt
TRAVELED WAY & SHOULDER
-2.00% Lt
R=1509.17’ Rt
PS-5
LA
CI
TN
EDI
4%
8%
BRIDGE No. 54-1220
DOUBLE DRAIN CREEK BRIDGE
7.00%
140135 64321 7 8 9 1 2 3 4
0%
-4%
-8%
4%
8%
45,725.5
117,389.6
DUNG HUY PHAN
73061
12/31/16
PA
UL
PH
AN
MU
ST
AP
HA
RA
OU
F
20 212
MA
TC
H
LI
NE (P
S-4)
MA
TC
H
LI
NE (P
S-6)
MA
TC
H
LI
NE (P
S-4)
MA
TC
H
LI
NE (P
S-6)
9-10-15
9-11-15
09-10-15
62,619
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
3352.8
3350.6
3364.6 3363.
6
3368.6
3374.8
3376.8
3371.3
3398.4
3399.1
3387.4
3390.9
3369.4
3366.6
3370.9 3358.
2
3360.5
3364.8
3405.7
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ASPH
3377.5
3375.1
3360
3350
3320
3400
3360
3370
1017.58
1-4
SBD-138
1030.5
7
ASPH
DIRT
DIRT
1024
3380
3370
3350
3340
3330
3310
3390
3380
3390
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ia001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
SCALE: 1"=50’
APPROVED FOR DRAINAGE WORK ONLY
DRAINAGE PLAN
MU
ST
AP
HA
RA
OU
F
MY
LI
NH
NG
UY
EN
KH
A
PH
AM
85
EC 88
+39.02
BC 82
+14.99
PI 81
+60.34
78
� IMP ROUTE 138 (FUTURE)
980
12
N55̂ 33’18"E 863.81’
34
6
4
3
7 8
9
N65̂ 54’47"E303.09’
1
R/W
R/W
R/W
R/W
D-1
NOTE:
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.
SEE STRUCTURE PLANS
BRIDGE NO. 54-1218
HOG RANCH CREEK BRIDGE
ABBREVIATIONS:
DRAINAGE UNIT DESIGNATION
DRAINAGE SYSTEM NUMBER
FLARED END SECTION (FES)
INLET
SEE DD-1
DD OR MOD DD WITH TS
SEE DD-1
SWALE OR GRADE TO DRAIN
DRAINAGE CURVE NUMBER
36" CSP
Exist
REMOVE
PDE
"A" LI
NE
x
2
x
2
d
b
f
3
a
a
c
e
W=4’
L=107.68’
20.00’ Lt
A1 DITCH
Beg
A1
DIT
CH
+95.41
End
A1
DIT
CH
+00.91
18" CSP
18" CSP
EXIST
REMOVE
(SEE NOTE #3 ON DD-1)
ELBOW
C/F
C/F
F/CF/C
C/F
a RSP
b
d
e G1 DI
FES
15.80’ CSP
1B
1B 3
12/31/16
73061
DUNG HUY PHAN
MA
TC
H
LI
NE (
D-2)
DIRT
DIRT
DIRT
"A" LI
NE
LEGEND: 38 209
PDE
WWF
TW
TS
GLD
BPG
PERMANENT DRAINAGE EASEMENT
WELDED WIRE FABRIC
TOP OF WALL
TRANSITION SECTION
GRATED LINE DRAIN
BICYCLE PROOF GRATE
RSP
CONCRETED RSP
RSP
c
FL Elev 3376.4
84+90.86
22.34’ Lt
ENTRANCE TAPER
FL Elev 3372.92
37.22’ Lt 84+61.41
FES (END PIPE)
RSP
CONCRETED RSP
ELBOW
SEE DD-4, DD-5 AND DD-6
ROCK SLOPE PROTECTION (RSP)
CL
HOG RANCH CREEK BRIDGE
RSP
9-10-15
9-11-15
09-10-15
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ib001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
DRAINAGE PROFILES
Vert 1" = 10’
HorIz 1" = 20’SCALE:
MU
ST
AP
HA
RA
OU
F
KH
A
PH
AM
TRI T
RA
N
&
NOTES:
FG
OG
IDENTICAL
FG
RSP
FES
FG
OG
FG & OG
RSPGRADED TO DRAIN
1A
4 5
g
f
c a
b
f
h
i
g
a
d
c
b6:1 OR FLATTER
3440
3450
3460
3350
3360
3370
3380
3380
3390
3400
DP-1
72" x 147.57’ CSP
4.69%
"A" LINE
�
(TYP)
COVER
1’ Min
DRAINAGE SYSTEM No.
"A" LINE
�
DRAINAGE SYSTEM No.
3390
3400
"A" 86+42.40
"A" 104+14.04
TW Elev 3389.53
67.04’ Rt 90+95.37CABLE RAILING
"A" 91+39.36
d
CABLE RAILING
(TYP)
COVER
1’ Min
41A 5
18" AP
S=4.88%
18" x 30.30’ CSP
FL Elev
3444.66
FL Elev
3446.14
TG Elev 3448.60
21.65’ Rt 104+14.67
53.02’ Rt 104+13.42
W/CABLE RAILING
FLARE ANGLE=20^
L=11.5’
HW & WW (D90-TYPE A)
FL Elev
3392.40
TW Elev 3396.46
56.34’ Lt 91+76.32
W/CABLE RAILING
FLARE ANGLE=20^
L=11.5’
HW & WW (D90-TYPE A)
FL Elev
3381.53
DRAINAGE SYSTEM No.
FL Elev
3396.20
TG Elev 3399.50
18.65’ Lt 91+51.58
FL Elev
3396.20FL Elev
3397.10
FL Elev
3388.46
WITH CONNECTIONS
12" x 40" CSP RISERe
3340
FG
FG
FES
RSP
e
f
S=1%18" x 3.3’ CSP
d
c
a
b
FL Elev
3374.72
"A" LINE
�
FL Elev
3346.50
S=49.37%
18" x 63.65’ CSP
(SEE NOTE #6)
30^ ELBOW
TG Elev 3377.67
18.64’ Rt 86+42.13
TG Elev 3399.96
18.60’ Lt 91+74.87
75.08’ Rt 86+42.66
92+24.31, 23.00’
TRANSITIONj
FL Elev
3401.72
W/ BPG
G2/ST DI
G1 DI
W/ BPG
G1 DI
W/ BPG
G1 DI
G2/ST DI
FL Elev
3397.40 S=9.63%
18" x 48.10’ AP
S=4.50%
18" x 20.10’ AP
12/31/16
73061
DUNG HUY PHAN
48 212
2. SEE RSPD77B FOR BICYCLE PROOF GRATE ON SHOULDER.
DETAILS ON DD-6 & DD-5, RESPECTIVELY.
1. FOR ROCK SLOPE PROTECTION AND CABLE RAILING SEE 9-10-15
9-11-15
09-10-15
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
DD-4
(ft) (ft) (ft)
3
3.3
4
4
2
60"
72"
90"
84"
36"
36"
36"
48"
4
4
4
3.3
3.3
3.3
4
37.4
46.25
43.3
19.7
19.7
19.7
25.6
11
18.5
9.3
9.25
6.6
17.7
22.15
20.7
8.9
8.9
8.9
12
14
20.83
13.6
7.4
7
(ft) (ft) (ft) (ft) (ft) (ft)
1B
e
13 4
20
20 60" 45 12 9
21
22
23
24
25
27
26
FACING
1/2T
FACING
1.5
FACING 10 10 1.5
13.3 28.6
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ic004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
DRAINAGE DETAILS
NO SCALE
MU
ST
AP
HA
RA
OU
F
TRI T
RA
N
12/31/16
73061
DUNG HUY PHAN
FILL
TOE OF FILL
SECTION A-A
L
WUNIT LRSP
TYPE OF
a FACING
FACING
a
SYS NO.
DRAINAGE
a
a
FACING
FACING
FACING
RSP
L
RSP
a FACING
a FACING
a
a FACING
a FACING
a
a
a FACING
4.4
14
10.3 22.6
14
SEE TABLE BELOW FOR DIMENSIONS
RSP FABRIC
a
a FACING 4.4
24"
DIAM
PIPE
18"
18"
24"
18"
54"
24"
24"
PER STD PLAN D94A
FLARED END SECTION (FES)
A A
24" (TYP)
AT OUTLET WITH FES
ROCK SLOPE PROTECTION SECTION B-B
UNIT LRSP
TYPE OF
a
a
SYS NO.
DRAINAGE
a
a
a
a
SEE TABLE BELOW FOR DIMENSIONS
a
DIAM
PIPE
1
1A
2
3
5
5A
6
8
9
10
12
13
15
19
4
7
14
17
18
FES
W
1T
1T
1/2T
-
a
20.3
18" 4.4
24" 14
FACING
4.4
18" 4.4
18" 4.4
18" 4.4
42"
18" 4.4
24" 14
14
a
a
a
PLANPLAN
SECTION C-C
PLAN
RSP
L
Ww1
w2
l
20^B B
L
RSP
RSP FABRIC
l
RSP
W
l
C C
L
L
RSP RSP FABRIC
l
SEE TABLE BELOW FOR DIMENSIONS
AT OUTLET WITH HW&WW
ROCK SLOPE PROTECTION
AT OUTLET WITH HW & "L"HW
ROCK SLOPE PROTECTION
1T
W lw1 w2
AT OUTLET WITH HW&WW
AT OUTLET WITH HW & "L"HW
1T
1T
1/2T
1T
1T
1T
-
-
-
-
-
-
-
-
-
-
"L" HEADWALL
"L" HEADWALL
WINGWALLS
HEADWALL &
WINGWALLS
HEADWALL &
FILL
FILL
8 8
11
11
11
11
11
11
11
11
6
6
6
6
6
6
32.8
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
a FACING 18" 4.4 11 1.5
a 1T 54" 4.05 28.5- - -
a 1T 14.75 31.5
-
-
a FACING 18" 4.4 11 1.5
8 8
63 212
D
D
D
D
D
ROCK SLOPE PROTECTION
HW AND WW
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
*
*
USE STD PLAN D89 FOR "L" HEADWALL
* FOR DRAINAGE SYSTEMS 13, 17 & 21
9-10-15
9-11-15
09-10-15
*
.
.
.
.
.
.
.
.
.
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
3424.5
3460
34503440
3366.6
CC
A
A
D
D
B
B
FF
G
G
E
E
"A" 109+39.80
95.52’ Rt
"A" 86+67.43
85.89’ Rt
9
"A" 109+15.35 BB
"A" 87+27.00 BB
7
C
F
F
"A" LINE
� IMP ROUTE 138 (FUTURE)
"A" LINE
SCALE 1"=50’
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
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ic006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
DD-6
DRAINAGE DETAILS
NO SCALE
08 SBd 138 R17.1/R19.2
MU
ST
AP
HA
RA
OU
F
TRI T
RA
N
PA
UL
PH
AN
12/31/16
73061
DUNG HUY PHAN
MINER’S SHACK CREEK BRIDGE
PLAN 1
HOG RANCH CREEK BRIDGE
PLAN 2
DE
SIG
N
65 212
"A" 87+57.07
44.98’ Rt
36.6’ Rt
"A" 87+50.80
"A" 87+19.23
59.05’ Rt
54.83’ Rt
"A" 86+63.53
86.07’ Rt
"A" 86+61.02
84.56’ Rt
"A" 86+99.94
94.37’ Rt
"A" 109+47.76
79.85’ Rt
"A" 109+26.48
"A" 108+53.69
90.74’ Rt
122.45’ Rt
"A" 108+60.22
122.99’ Rt
"A" 108+56.01
113.03’ Rt
"A" 109+08+.09
Elev 3351.8
Elev 3351.45
Elev 3361.5
Elev 3358.2
Elev 3350.3
Elev 3348.4Elev 3348.35
Elev 3432.1
Elev 3422.0
Elev 3421.9
Elev 3422.1
Elev 3422.5Elev 3422.45
Elev 3426.4
Var
6.0’ 4’ -9"
ELEV 3433.39
5.0’
2’ -8"
2’ -8"
5’ -3"
2’ -8"
3’
Var
4’
2’ -8"
Var
5’
4’
2’
2’
4’
4’ - 6"
ELEV 3361.2ELEV 3361.2
METHOD B
RSP FACING
EMBANKMENT
TOE OF
EMBANKMENT
TOE OF
EMBANKMENT
TOE OF
SECTION A-A SECTION B-B
SECTION D-D
SECTION C-C
SECTION F-F
SECTION G-G
SECTION E-E
CREEK BED
12" MIN.
ANCHORED
RSP FABRIC
12 " Min.
ANCHORED
RSP FABRIC
12" MIN.
ANCHORED
RSP FABRIC
CREEK BED
RSP FABRICRSP FABRIC
RSP FABRIC
RSP FABRIC
RSP FABRIC
1.5
11
2
1
2
CREEK BED
RSP FABRIC
RSP FABRIC
THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY.
NOTES:
SEE PLANTING PLANS
PLANT (TYP)
WITH PLANTS AND FILL
RSP FACING (METHOD B)
WITH PLANTS AND FILL
RSP FACING (METHOD B)
WITH PLANTS AND FILL
RSP FACING (METHOD B)
WITH PLANTS AND FILL
RSP FACING (METHOD B)
WITH PLANTS AND FILL
RSP FACING (METHOD B)
WITH PLANTS AND FILL
RSP FACING (METHOD B)
2.0’
SEE PLANTING PLANS
FILL MATERIAL (TYP)
9-10-15
9-11-15
09-10-15
H. ’WATER IN’ ALL ’FILL’.
G. ADD ’FILL’ ON TOP OF RSP AS SHOWN
(REPEAT C-F TO HEIGHT AS SHOWN).
F. ADD PLANTS IN VOIDS AND ’WATER IN’ PLANTS IMMEDIATELY AFTER PLANTING.
(REPEAT C-E UNTIL RSP IS ABOVE CREEK BED).
E. ’WATER IN’ ’FILL’.
D. FILL VOIDS OF RSP WITH ’FILL’.
C. PLACE ONE LAYER OF RSP.
B. PLACE RSP FABRIC.
A. EXCAVATE FOOTING TRENCH. (EXCAVATED SOIL MAY BE USED IN ’FILL’).
5. PLACEMENT OF METHOD ‘B’ MUST BE SPREAD IN LAYERS NO THICKER THAN ONE LAYER OF RSP.
4. COMPOST AND PLANT QUANTITIES IS SHOWN ON LANDSCAPE SHEETS.
RSP WITH ’FILL’.
3. WATER IN - APPLY WATER TO ’FILL’ TO PROMOTE PLANT GROWTH AND TO HELP FILL VOIDS BETWEEN
2. PLANT - SEE PLANTING PLANS FOR SPACING AND OTHER INFO.
1. FILL - 60% NATIVE SOIL/40% COMPOST, SEE PLANTING PLANS. 2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
S=0.0733
3524.53 FS
3507.47 FS
SSPPA INVERT
3505.47
PAVEMENT
PCC
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ic007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
MU
ST
AP
HA
RA
OU
F
TRI T
RA
N
PA
UL
PH
AN
12/31/16
73061
DUNG HUY PHAN
DRAINAGE DETAILSNO SCALE
DE
SIG
N
APPROVED FOR EDGE DRAIN WORK ONLY
DIRT
DI
RT
.
VEHICLE UNDERPASS
PLATE PIPE
STRUCTURAL STEEL
13’-2" X 11’-11"
B
B
C
D
D
B
B
16’
1:1.5
PCC Pvmt
RSP
2%
HMA (TYPE A)
PCC Pvmt
16’
2%
1:1.5
HMA (TYPE A)
TW=3510.49TW=3520.14TW=3512.13
TW=3528.86TW=3537.20TW=3525.91
C
10+00 � 3N-44
79.69’ Rt "A" 125+74.07 =
10+00.00 "3N-45"
68.45’ Lt "A" 127+44.22 =
SCALE 1"=50’
PLAN
PROFILE
SCALE:
3539.8
SSPPA INVERT
3522.53
NO
RT
H
OH
V
HE
AD
WA
LL
"3
N-45" 10
+00.00
68.45’ Lt "
A" 127
+44.22
=
Sta 126+70.59
� "A" LINE
SO
UT
H
OH
V
HE
AD
WA
LL
"3
N-44" 10
+00.00
79.69’ Rt "
A" 125
+74.07
=
� OHV UNDERCROSSING
� "A" LINE=
Sta 126+70.59
PGOG
NOTES:
VERT 1"=10’
HORIZ 1"=20’
BEGIN PCC Pvmt
NORTH OHV HEADWALL
"3N-45" 10+00.00
68.45’ Lt "A" 127+44.22=
END PCC Pvmt
SOUTH OHV HEADWALL
"3N-44" 10+00.00
"A" 125+74.07 =
76.69’ Rt
SEE NOTE #1 AND #2"3N-45" LINE
SEE NOTE #1 AND #2"3N-44" LINE
UNDERCROSSING, T=11.5’
PIPE ARCH VEHICLE
STRUCTURAL STEEL PLATE
223.10’ x 13’-2" x 11’-9"
Beg PCC Pvmt
END HMA Pvmt
"3N-44" 9+00.00
ABBREVIATIONS: T = THICKNESS
TW = TOP OF WALL
SSPPA = STRUCTURAL STEEL PLATE PIPE ARCH
OHV UNDERCROSSING
1. SEE SHEET L-5 FOR OHV ACCESS ROAD
ALIGNMENT LAYOUT DATA.
2. SEE SHEET P-1 PROFILE FOR 3N-44 AND 3N-45.
SSPPA
45^11’29"
83̂ 39’40"
138̂ 29’40"
42^15’25"
SSPPA
157^54’05"
88^08’36"
12’20’32.5’18’19’24’
SOUTH OHV HEADWALLSNORTH OHV HEADWALLS
HEADWALL DETAILS
ROUTE 138
3550
3540
3530
3500
3520
3510
A
A
66 212
6"
6"
DD-7
3. SEE SHEET DD-8 FOR X-SECTIONS.
4. HEADWALL & WINGWALL PER STD PLAN D86C.
PLAN
ELEVATIONS
6" 6"
3522.53 FL 3505.47 FL
6" TYP
6" TYP
6"6"
9-10-15
9-11-15
09-10-15
Beg SECTION C-C
Beg HMA Pvmt
END PCC Pvmt
"3N-45" 10+70.10
END SECTION C-C
END HMA Pvmt
"3N-45" 14+37.69 POT
411.78’ Lt "A" 129+29.52=
2
2
2
D
D
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191ic008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
DRAINAGE DETAILS
NO SCALE
MU
ST
AP
HA
RA
OU
F
TRI T
RA
N
DD-8
12/31/16
73061
DUNG HUY PHAN
ROUTE 138
12’
10’
16’
1’
1.5
2’
1’
1’
16’
16’10’ 10’
1.5’
1.5’
1.5’
1’
2’
1’
1’
2.5’
1’
2’
1’
2’
6"
2’
1.5’
2’
0.35’ CL 2 AB
PAVED SLOPE
1’ WIDE HMA
1.5
1
2%
1.5
1
0.20’ HMA-A
0.35’ CL 2 AB
0.25’ HMA (TYPE A)
SECTION D-D
10’ 10’
RSP BARRIER
FG
(TYPE A)
0.25’ HMA
RSP BARRIER
1.5’ FROM EP
OF SLOPE AT
SOIL LINE TOP
2
1
FG
INTO SOIL
EMBED STONES 1’
SECTION C-C INTO SOIL
EMBED STONES 1’
PLAN, TYP
LINE PER GRADING
SURFACE GRADE
PLACE SOIL TO
PLAN, TYP
LINE PER GRADING
SURFACE GRADE
2 MAX
1
FG
RSP FABRIC
DETAIL 1
SECTION B-B
0.5’ CL 2 AB
DETAIL 2
(TYP)
RSP, 1-T
RSP FABRIC
PCC PAVEMENT
0.5’
1.5’ FROM EP
OF SLOPE AT
SOIL LINE TOP
2
1
FG
LEGEND: NOTES:
CL 2 AB
STRUCTURE BACKFILL
ROADWAY EMBANKMENT
1. VOIDS IN RSP BELOW SURFACE GRADE LINE
2. UPPER 1.5’ OF RSP SHALL BE PLACED TO
PRODUCE A JAGGED UNEVEN SURFACE ACROSS
RSP BARRIER.
SHALL BE FILLED WITH NO.3 RSP BACKING.
UNDERCROSSING
� OHV
CONNECTORS @ 4’, TYP.
STUD SHEAR
0.5" x 2.00"
BOTH WAYS
#3 @ 12"
FINISH
HEAVY BROOM
INVERT WITH
PCC PAVED
SECTION A-A
CLASS 2 AB
3" WEEP HOLES
WEST SIDE
SLOPE 2% TO
PG
2’
1.5’
@ 3.0’ TYP
GRADING PLAN
LINE PER
SURFACE GRADE
HEAVY BROOM FINISH
BOTH WAYS
#3 @ 12"
RSP FABRIC
� 3N-44
C-C AT STA 9+70
Ø PPP @ 2’
3-4"CL 2 AB
6"
6" PCC
DETAIL 2
NOTE:
DETAIL 1
RSP FABRIC
� 3N-44
STA 9+70
C-C AT
Ø PPP @ 2’
3-4"
BOTH WAYS
#3 @ 12"
HEAVY BROOM FINISH
GRADING PLAN
LINE PER
SURFACE GRADE
OHV UNDERCROSSING
. .
.
.
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.
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APPROVED FOR DRAINAGE WORK ONLY
67 212
(NO. 3)
RSP Backing
(NO. 3)
RSP Ba
ckin
g
UNDERCROSSING
PLATE PIPE VEHICLE
STRUCTURAL STEEL
13’-2" x 11’-11"
RSP STONES NOT SHOWN FOR CLARITY.
9-10-15
9-11-15
09-10-15
1’
2
1
1.5’
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
DQ-1
DRAINAGE QUANTITIES
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191id001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
MU
ST
AP
HA
RA
OU
F
TRI T
RA
NK
HA
PH
AM
MY
LI
NH
NG
UY
EN
12/31/16
73061
DUNG HUY PHAN
ELBOW FOR 18" CSP
2.7 10.3
34.61.3
36 REMOVE 18" CSP
REMOVE 36" CSP75
2.7 10.3
89+51.11,
ELBOW FOR 18" CSP
109.630
30
8.5 72" CSP
1
4.5 12" CSP RISER
1 326 3.3
2 18" AP1.3 326 2.9
62
2.7
31.3 3.3 18" CSP1.3 326 2.5
2.7
4.7 18" CSP
18" CSP91.5
1 326
10.3
10.3
2.9
DR
AI
NA
GE
SH
EE
T
No.
DR
AI
NA
GE
SH
EE
T
No.
DRAINAGE QUANTITIES
STATION
DESCRIPTION
(MI
NO
R
ST
RU
CT
UR
ES)
MIS
CE
LL
AN
EO
US
IR
ON
&
ST
EE
L
LB
FR
AM
E
&
GR
AT
E
(N)
EA
MI
NO
R
CO
NC
RE
TE
DR
AI
NA
GE
SY
ST
EM
No.
LF
RE
MO
VE
PIP
E
2a
b
ST
RU
CT
UR
ES "
H"
DE
PT
H
OF
DR
AI
NA
GE
DR
AI
NA
GE
UNIT
M
AXI
MU
M
CO
VE
R
CA
BL
E
RAILI
NG
ME
TH
OD
B
1/2
T
FA
CI
NG
EL
BO
W
EA
CORRUGATED STEEL PIPE
EA
THICK
D-1 2
RSPFES
a
bcd
e
A1 DITCH f
c
de
f
1
1
1
RSPFES
A1 DITCH
D-2 3a
bc
d
e
f
3a
b
c
de
f
1
1
D-2 4a
bcd
e
fg
hi
RSP
4
g
h
i
a
bc
de
f 1
1
D-3 5a
bcd
e
RSP
FES
A1 DITCH
5a
bc
d
e
1
D-3 5A
RSPFES1
5Aa
b
e
f
9.5
a
b
ef1
1
ME
TH
OD
B
1T
ME
TH
OD
B
c
d1
c
d
RE
MO
VE
CO
NC
RE
TE
CY
(RSP)
PROTECTION
ROCK SLOPE
PL
AC
E
HM
A
CY CYLF LFSQYD SQYDTON LF
.109" THICK.138"
18"
24"
12"
18"
24"
36"
42"
48"
54"
60"
72"
84"
90"
18"
24"
36"
42"
48"
18" E
NT
RA
NC
E
TA
PE
R
DR
AI
NA
GE
UNIT
ENTRANCE TAPER-TRANSITION
ENTRANCE TAPER-TRANSITION
NOTES :
2. FOR DRAINAGE LOCATIONS AND DETAILS, SEE DRAINAGE LAYOUTS, PROFILES, AND DETAILS SHEETS.
D-1
D-1
D-2
D-2
D-3
D-3
LF
(N) (N)
ABBREVIATION:
(N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY BPG : BICYCLE PROOF GRATEST : SAND TRAP
148.6
CSP MOD. DOWNDRAIN
CSP MOD. DOWNDRAIN
CSP CULVERT
REMOVE 30" CSP
CSP DRAIN
CSP DRAIN
(N)
36.09’ Lt
18" CSP MOD.
jj
"A" 85+10.47
"A" 89+50.10
"A" 91+39.36
"A" 104+14.04
84+61.41, 37.22’ Lt
84+90.86, 22.34’ Lt
87+40.71, 35.93’ Rt
87+98.81, 28.39’ Rt
91+51.58, 18.65’ Lt
91+74.87, 18.60’ Lt
90+81.71, 109.10’ Rt
104+13.42, 53.02 Rt
104+14.65,21.66’ Rt
108+32.61, 18.56’ Rt
108+35.87,114.27’ Rt
k
1
1Ba
b
c
d
D-1
18" CSP MOD.
90+00.33,22.00’ Lt
18" AP
ENTRANCE TAPER-TRANSITION11.3
e
f
D-1 1BCSP DRAIN "A" 89+09.76
2.7 10.3 RSP a
FES 89+09.89, 35.30’ Rt b1
18" CSP c4.1
1 ELBOW FOR 18" CSP
18" CSP ed
13.71 326 3.0 89+09.76, 18.50’ Rt f
84+95.41, 20.00’ Lt
HEADWALL & WINGWALLS(O)
90+05.00,20.00’ Lt
104+10.10,21.66’ Rt
5 360294
Alt
PIPE
CULVERT
1101
HEADWALL & WINGWALLS(I)
D-1
D-2 D-2
D-1
22.5^ ELBOW FOR 18" CSP
G1 DI
G1 DI w/ BPG
G2/ST DI
G2/ST DI
G1 DI
92+24.31, 23.00’ Ltk
l l
A2 DITCH 92+30.00, 20.00’ Lt317 939
HO
T
MI
X
AS
PH
AL
T
(T
YP
E
A)
22 65
1
1
4.5
1
48
49
16
17
372 189.4 148.6
22.1
50.1
72.2
85
85
REMOVE 12" CSP 99+27.41, 373.61’ Rt54
67 REMOVE 24" CSP (OSD) 104+85.02,179.14’ Rt
END SECTION
STEEL FLARED
TOTAL17.613.8
68 212
STATION, SKEW, LENGTH, FLOW LINE ELEVATION, AND DEPTH OF STRUCTURE ’H’.
9-10-15
9-11-15
09-10-15
1. THE PRECISE DETERMINATION OF THE FOLLOWING ITEMS WILL BE DETERMINED BY THE ENGINEER:
(C
LA
SS 10)
RS
P
FA
BRIC
TY
PE 600-12
(Misc
AR
EA
S)
PIP
E
AR
CH
ST
EE
L
PL
AT
E
ST
RU
CT
UR
AL
11’-9"
x
13’-2"
LF
SY
ST
EM
No.
"A" LINE
FROM 80+00
TO 110+00
2
13.5 163.1 10.2 5 1956 4
CY
HE
AD
WA
LL
CO
NC
RE
TE
ST
RU
CT
UR
E
23
23
ST
EE
L
REI
NF
OR
CE
BA
R
LB
2430
2430
46 4860
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
SYSTEM No. 11 DELETED
DQ-2
DRAINAGE QUANTITIES
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191id002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
MU
ST
AP
HA
RA
OU
F
TRI T
RA
NK
HA
PH
AM
MY
LI
NH
NG
UY
EN
12/31/16
73061
DUNG HUY PHAN
a
111+02.56, 31.51’ Rt
24" CSP
66.3326
1.3 116+98.06,24.00’ Lt
1.3
18" CSP
84 4184
6
g
h
5
6
24" CSP8.6
7
8
9
a
g
h
i
j
k
lm
n
a
g
h
10
3.0
6.7 24" CSP5.3 111+77.79, 29.52’ Rt
25.4 3.1 g
h
D-3 7a
33.4
31.2 90" CSP c33.4
1.2 326 4.3
g
h
27.9 12" CSP RISER2.6 18" AP
1.5 1 326 3.5
D-4 8
1 FES 116+51.97, 68.90’ Lt1 ELBOW FOR 18" CSP
18" CSP
D-4 9
1 FES bc
d
28.5 42" CSP1 FES
1.2 1 326 3.9
ij
k
lmn
g
h
18.2 12" CSP RISER
11.8 1.9 24" AP
1 326 4.1
116.8 2.9 24" AP
1 326 2.8
43.3 2.6 24" AP1 326 2.8
D-4 10
1 ELBOW FOR 18" CSP
1.3 122+41.96, 24.38’ Lt
42
42
10 2 2
D-3
D-4
D-4
D-4
2
DR
AI
NA
GE
SH
EE
T
No.
SY
ST
EM
No.
DR
AI
NA
GE
SH
EE
T
No.
DRAINAGE QUANTITIES
STATION
DESCRIPTION
(MI
NO
R
ST
RU
CT
UR
ES)
MIS
CE
LL
AN
EO
US
IR
ON
&
ST
EE
L
LB
FR
AM
E
&
GR
AT
E
(N)
EA
MI
NO
R
CO
NC
RE
TE
DR
AI
NA
GE
LF
RE
MO
VE
PIP
E
a
ST
RU
CT
UR
ES "
H"
DE
PT
H
OF
DR
AI
NA
GE
DR
AI
NA
GE
UNIT
M
AXI
MU
M
CO
VE
R
CA
BL
E
RAILI
NG
ME
TH
OD
B
1/2
T
FA
CI
NG
EL
BO
W
EA
CORRUGATED STEEL PIPE
EA
THICK
bc
d
e
f
de
f
1
a
bcd
e
f
RSPa
bc
de
f
e
a
bc
de
RSPFES1
ME
TH
OD
B
1T
ME
TH
OD
B
4
RE
MO
VE
CO
NC
RE
TE
CY
(RSP)
PROTECTION
ROCK SLOPE
PL
AC
E
HM
A
CY CYLF LFSQYD SQYDTON LF
.109" THICK.138"
18"
24"
12"
18"
24"
36"
42"
48"
54"
60"
84"
90"
18"
24"
36"
42"
48"
18" E
NT
RA
NC
E
TA
PE
R
DR
AI
NA
GE
UNIT
2
c
b
D-3
FES
de
f
c
b
de
f
c
b
a
bc
de
f
1
1
RSPb
d
1 e
f
1 ENTRANCE TAPER-TRANSITION
A1 DITCH
RSP a
f
A1 DITCHA1 DITCH
f
1 ENTRANCE TAPER-TRANSITION
A1 DITCH
D-3
LF
16.1
TOTAL
35
(N) (N)
302.5
293.9
CSP DRAIN
RSP
CSP CULVERT
CSP MOD. DOWNDRAIN
CSP CULVERT
CSP MOD. DOWNDRAIN
"A" 118+05.23
"A" 115+31.46
(N)
122+00.35, 44.18’ Lt
462
462
65.5
116+91.31, 97.18’ Rt
119+03.95, 102.95’ Lt
48.9
"A" 111+38.76
112+00.00, 18.42’ Rt1 326 5.7
HEADWALL & WINGWALLS (O)
HEADWALL & WINGWALLS (I)115+30.49, 18.56’ Rt
115+48.47, 18.60’ Rt
116+98.06, 20.00’ Lt
117+85.44, 18.55’ Rt
117+99.67, 18.60’ Rt
119+18.16, 21.86’ Rt
119+18.06, 21.72’ Lt
119+12.57, 19.96’ Lt
119+12.73, 20.00’ Rt
11 32
9532
21372
122+44.04, 19.87’ Lt55 150
CULVERT
PIPE
Alt
230 671 44
D-4 12
j
D-4 12
24" CSP
24" CSP1 326
24" AP1 326
ij
7
6
1
a
b
e
f
a
b
e
fg
h
g
h
c
d
c
d
i
RSP
FES
1
1
1
A1 DITCH
A1 DITCH
CSP CULVERT "A" 128+36.22
5 18
228
32
8695
55.2
18.4
42.7
3.3
7.6
4.0
128+25.89, 84.28’ Lt
128+46.86, 21.64’ Lt
128+39.91, 21.66’ Rt
128+41.44, 20.00’ Lt
128+34.63, 20.00’ Rt
22.5^ ELBOW FOR 24" CSP
G2/ST DI
G2/ST DI
128
1
18
1
153
1
55
1
1
G2/ST DI
G2/ST DI
G1 DI W/ BPG
G2/ST DI W/ BPG
G1 DI W/BPG
G2/ST DI W/BPG
G2/ST DI
G1 DI
22.5^ ELBOW FOR 24" CSP
HO
T
MI
X
AS
PH
AL
T
(T
YP
E
A)
2.7 10.3
2.7 10.3
3
1
2
2
2
16.1 214.6 114.4 173.9 293.9 302.5
END SECTION
STEEL FLARED
163 15.4 271.6 86.6 46.1 98.8
69 212
9-10-15
9-11-15
09-10-15
(C
LA
SS 10)
RS
P
FA
BRIC
TY
PE 600-12
(Misc
AR
EA
S)
SY
ST
EM
No.
"A" LINE
FROM 110+00
TO 130+00
PIP
E
AR
CH
ST
EE
L
PL
AT
E
ST
RU
CT
UR
AL
11’-9"
x
13’-2"
LF
72"
CY
HE
AD
WA
LL
CO
NC
RE
TE
ST
RU
CT
UR
E
ST
EE
L
REI
NF
OR
CE
BA
R
LB
33.4
33.4
3701
3701
19.8 3260
66.8 7402
2 2 22
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
SYSTEM No. 16 DELETEDSYSTEM No. 16 DELETED
211 86.3 383.1 159.8 48.5
2405
2405
32.3 3634
54 4810
DQ-3DRAINAGE QUANTITIES
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191id003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
MU
ST
AP
HA
RA
OU
F
TRI T
RA
NK
HA
PH
AM
MY
LI
NH
NG
UY
EN
12/31/16
73061
DUNG HUY PHAN
17
21
84" CSP
24" AP
36" CSP
26.6326
239 767 4516
13
D-5
13
D-5
j
k
lm
n
o
j
k
lm
n
o
34 54" CSP
1712" CSP RISER
326
326
24" AP1 326
24" AP1 326
66
D-5 14 D-5 14
33
3323
50 139+52.11, 265.5’ Rt
D-6 17 D-6 17
12" CSP RISER
330 9 3 1
D-4D-4
56
30
DR
AI
NA
GE
SH
EE
T
No.
DR
AI
NA
GE
SH
EE
T
No.
DRAINAGE QUANTITIES
STATION
DESCRIPTION
(MI
NO
R
ST
RU
CT
UR
ES)
MIS
CE
LL
AN
EO
US
IR
ON
&
ST
EE
L
LB
FR
AM
E
&
GR
AT
E
TY
PE 600-12
(N)
EA
MI
NO
R
CO
NC
RE
TE
DR
AI
NA
GE
SY
ST
EM
No.
LF
RE
MO
VE
PIP
E
ST
RU
CT
UR
ES "
H"
DE
PT
H
OF
DR
AI
NA
GE
DR
AI
NA
GE
UNIT
M
AXI
MU
M
CO
VE
R
CA
BL
E
RAILI
NG
ME
TH
OD
B
1/2
T
FA
CI
NG
EL
BO
W
EA
CORRUGATED STEEL PIPE
EA
THICK
RSPa
bc
de
fg
h
i
RSP
RSPa
b
e
f
a
b
ef1
ME
TH
OD
B
1T
ME
TH
OD
B
c
dc
d
RE
MO
VE
CO
NC
RE
TE
CY
(RSP)
PROTECTION
ROCK SLOPE
PL
AC
E
HM
A
CY CYLF LFSQYD SQYDTON LF
.109" THICK.138"
18"
24"
12"
18"
24"
36"
42"
48"
54"
60"
72"
84"
90"
18"
24"
36"
42"
48"
18" E
NT
RA
NC
E
TA
PE
R
DR
AI
NA
GE
UNIT
a
bc
de
fg
h
i
1
1
1
1
A1 DITCH
A1 DITCH
a
bc
d
a
bc
d
1 FES
2
LF
TOTAL 306
(N) (N)
CSP CULVERT
REMOVE 60" CSP
CSP CULVERT
REMOVE 18" CSP
REMOVE 18" CSP
CSP CULVERT
"A" 131+18.78
"A" 137+43.95
"A" 152+15.63
(N)
8057
31.22
4
2
2
23
4
50 150
50 150131+21.70, 36.04’ Rt
133 142
4
27
27
190
235
441
441
138+93.89, 273.82’ Rt
21 402 105
211.4
15.8
132.2
42.3
257
3.3
3.9
4.1
4.1
4.4
100
HEADWALL & WINGWALLS (O)
HEADWALL & WINGWALLS (I)
137+92.00, 137.61’ Rt
136+99.56, 128.26’ Lt
130+48.50, 170.36’ Rt
131+57.34, 114.13’ Lt
131+11.86, 18.54’ Rt
131+29.77, 18.57’ Rt
132+63.19, 21.64’ Rt
132+62.95, 21.71’ Lt
132+57.90, 20.00’ Rt132+57.82, 20.00’ Lt
CULVERT
PIPE
Alt
D-5 15a
bc
de
fg
h
ij
139.7
1
1 326
1 1 326
103.6
9.0
117.77.0
2.6
5.6
CSP CULVERTa
bc
de
fg
h
i
"A" 145+63.01 D-5 15
RSP
FES
24" CSP
24" CSP
24" CSP
A1 DITCH
G2/ST DI
144+72.21, 18.42’ Lt
145+63.01, 22.00’ Lt24" CSP
G2/ST DIk
l
j
k
lA1 DITCH145+60.33, 20.00’ Lt
145+60.33, 20.00’ Rt74
83
42.91 3261
152+52.27, 83.06’ Lt
152+14.40, 18.50’ Rt
151+78.89, 113.09’ Rt
30
250
D-6D-6
143+20.34, 102.76’ Lt
45^ ELBOW FOR 24" CSP
145+62.96, 22.03’ Rt
9 22
217
"L" HEADWALL (I)
HEADWALL (O)
G2 DI w/BPG
G2/ST DI
G2/ST DI
g
D-6 18
1h
a
b 3
4020
e
fg
h
d
c
54.1326
18.8
78.4
1
1
1
170
74.5
24" AP
36" CSP
g
h
D-6 18
36" CSP
36" CSP
154+42.87, 214.53’ Rt228.5’ & 200.6’ Rt
a
b
e
f
g
h
c
d
RSP
FES1
CSP CULVERT
REMOVE 36" CSP REMOVE PIPE HEADWALLS
"A" 154+06.77
4
6
6
"L" HEADWALL (O) 153+83.98, 106.21’ Rt
154+28.18, 53.49’ Lt
G1/ST DI W/ BPG7.3
151+89.44, 18.42’ Lt7
G1 DI w/ BPG
22.5^ ELBOW FOR 36" CSP
22.5^ ELBOW FOR 36" CSP
20
21 40
306
259
259
HO
T
MI
X
AS
PH
AL
T
(T
YP
E
A)
G2 DI
5.0
4
2
2
1.3
2
HEADWALL (O)
287.3 57.8 261.0
REMOVE 18" CSP 60 150+95.75, 179.51’ Rt
END SECTION
STEEL FLARED
G2/ST w/BPG
70 212
9-10-15
9-11-15
09-10-15
(C
LA
SS 10)
RS
P
FA
BRIC
(Misc
AR
EA
S)
"A" LINE
FROM 130+00
TO 155+00
SY
ST
EM
No.
PIP
E
AR
CH
ST
EE
L
PL
AT
E
ST
RU
CT
UR
AL
11’-9"
x
13’-2"
LFCY
HE
AD
WA
LL
CO
NC
RE
TE
ST
RU
CT
UR
E
ST
EE
L
REI
NF
OR
CE
BA
R
LB
27
27
2 2 2 2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
DQ-4
DRAINAGE QUANTITIES
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191id004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
MU
ST
AP
HA
RA
OU
F
TRI T
RA
NK
HA
PH
AM
MY
LI
NH
NG
UY
EN
12/31/16
73061
DUNG HUY PHAN
24" AP
4246
24" CSP326 4.4
10 4 1
D-6 19 D-6 19
52.2 9.5
1
42.3 3.3
A1 DITCHA1 DITCH
1 326 3.9
50 158+59.53, 352.16’ Rt
DR
AI
NA
GE
SH
EE
T
No.
SY
ST
EM
No.
DR
AI
NA
GE
SH
EE
T
No.
D-7 20
e
D-7 21
ij
k
lm
nop
q
D-7 20
D-7 21
ij
k
lm
nop
q
TOTAL
(N) (N)
DRAINAGE QUANTITIES
STATION
DESCRIPTION
(MI
NO
R
ST
RU
CT
UR
ES)
MIS
CE
LL
AN
EO
US
IR
ON
&
ST
EE
L
LB
FR
AM
E
&
GR
AT
E
TY
PE 600-12
(N)
EA
MI
NO
R
CO
NC
RE
TE
DR
AI
NA
GE
LF
RE
MO
VE
PIP
E
ST
RU
CT
UR
ES "
H"
DE
PT
H
OF
DR
AI
NA
GE
DR
AI
NA
GE
UNIT
M
AXI
MU
M
CO
VE
R
CA
BL
E
RAILI
NG
ME
TH
OD
B
1/2
T
FA
CI
NG
EL
BO
W
EA
CORRUGATED STEEL PIPE
EA
THICK
RSP
FES
a
bc
de
f
1
g
h
ME
TH
OD
B
1T
ME
TH
OD
B
RE
MO
VE
CO
NC
RE
TE
CY
(RSP)
PROTECTION
ROCK SLOPE
PL
AC
E
HM
A
CY CYLF LFSQYD SQYDTON LF
.109" THICK.138"
18"
24"
12"
18"
24"
36"
42"
48"
54"
60"
72"
84"
90"
18"
24"
36"
42"
48"
18" E
NT
RA
NC
E
TA
PE
R
DR
AI
NA
GE
UNIT
a
bc
de
fg
h
1
1
1
LF
a
bc
d
a
bc
de
fg
h
a
bc
de
a
bc
de
fg
h
27
39.7
10
1.95
15.1 6.21
50.3 10.2
1
18.4
1
33.8
4.13261217.4
4.53261
250.2
5.03261239.1
4.532611.28
53 REMOVE 24" CSP
RSP
60" CSP
RSP
CSP CULVERT
REMOVE 36" CSP
CSP CULVERT
363 50
CSP CULVERT "A" 155+72.80
"A" 162+58.45
"A" 167+67.66
RSP
36" CSP
36" CSP
36" CSP
12" CSP RISER
24" AP
24" AP
24" AP
(N)
A1 DITCH
100
1
1
20
105
160.3
HEADWALL (OUTLET) 167+49.81, 117.35’ Lt
167+80.82, 100.26’ Rt
HEADWALL & WINGWALLS (O)
HEADWALL & WINGWALLS (I) 163+90.39, 149.00’ Lt
161+26.51, 206.69’ Rt
155+31.53, 52.48’ Lt
155+72.80, 21.73’ Lt
155+72.84, 21.69’ Rt
155+67.56, 20.00’ Rt
155+67.57, 20.00’ Lt250
250
85
85
FES
CULVERT
PIPE
Alt
G2/ST DI
G2/ST DI
G2 DI W/ BPG
G2/ST DI W/ BPG
G2/ST DI W/ BPG
G1 DI
D-8 22
fg
h
i
j
k
l
m
n
o
D-8 22f
g
h
i
j
k
l
m
n
o
1
8.9 48" CSP
3 FES
12" CSP RISER
3.91.15 1 326
3.3 18" AP
1 326 4.7
A3 DITCH12566
REMOVE 18" CSP DOWNDRAIN
REMOVE 24" CSP69 REMOVE 18" CSP 170+77.5, 288.14’ Rt
173+83.35, 32.53’ Rt
173+88.28, 109.66’ Rt
142.9
170+84.75, 100.56’ Rt22.2
170+64.27, 18.44’ Rt
170+99.55, 23.59’ Rt
170+94.60, 28.00’ Rt
D-7 22 D-7 22a
bc
aRSP
CSP CULVERT
10 3.473.6 48" CSP
"A" 170+62.14
d
e
b
c
d
e1
56.6 3.6 48" CSP
2159.84
170+30.14, 101.7’ Lt"L" HEADWALL (OUTLET)
D-8 23a
CONC V DITCH (TYPE A3)
RSP24 a
b bA3 DITCH Fr 172+93.63, 127.48’ RtTo 174+56.19, 197.46’ Rt
60
115 353
180
D-8 23
G2/ST DI
r
s
tu u
s
r
t
1 1 326 4.5
1 4.35 1 326 10.3
G2/ST DI W/ BPG
G2/ST DI W/ BPG
24" AP
24" AP
2
2
84.9
95.6
30^ ELBOW FOR 36" CSP
22.5^ ELBOW FOR 36" CSP
167+64.86, 18.43’ Lt
167+84.79, 18.47’ Lt
167+84.79, 18.47’ Lt
168+37.95, 21.70’ Rt
165+77.55, 18.42’ Lt
166+65.79, 18.42’ Lt
168+32.64, 20.00’ Rt
30^ ELBOW FOR 48" CSP
22.5^ ELBOW FOR 48" CSP
G1 DI w/ BPG
142 42 353 385 1155
36.2
56
HO
T
MI
X
AS
PH
AL
T
(T
YP
E
A)
333
33320
5 18
70
22 41
50 70
37
1
93
6
6 445
40 122
36.2 329.5 52.2
445
1.68
1.65
1.6
1.71
1.81
1.71
1.71
1
1
END SECTION
STEEL FLARED
64.1 225.7 209.3 116.7 49.8
71 212
9-10-15
9-11-15
09-10-15
(C
LA
SS 10)
RS
P
FA
BRIC
(Misc
AR
EA
S)
"A" LINE
FROM 155+00
TO 175+00
PIP
E
AR
CH
ST
EE
L
PL
AT
E
ST
RU
CT
UR
AL
11’-9"
x
13’-2"
LF
SY
ST
EM
No.
CY
HE
AD
WA
LL
CO
NC
RE
TE
ST
RU
CT
UR
E
ST
EE
L
REI
NF
OR
CE
BA
R
LB
20
20
1880
1880
44.1 3580
40 3760
2 2 2 2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
DQ-5
DRAINAGE QUANTITIES
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191id005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
MU
ST
AP
HA
RA
OU
F
TRI T
RA
NK
HA
PH
AM
MY
LI
NH
NG
UY
EN
12/31/16
73061
DUNG HUY PHAN
D-8 24
171+97.72, 73.52’ Lt
24" CSP
2.3
326
D-9 25
1.4
64.8 5.5
326
D-9 26
2.7
D-8 24
5.5 18" CSP3.4 172+66.85, 23.66’ Lt
A3 DITCH
D-9 25
1
24" CSP
24" AP326 G1 INLET
D-9 26
DR
AI
NA
GE
SH
EE
T
No.
DR
AI
NA
GE
SH
EE
T
No.
2.7
187+53.27, 69.76’ LtELBOW FOR 18" CSP
93 18" CSP
1 186+74.13, 24.02’ Lt1.6
11 23
TO 193+00(END)
FR 175+00
"A" LINE
86
(N) (N)
DRAINAGE QUANTITIES
STATION
DESCRIPTION
(MI
NO
R
ST
RU
CT
UR
ES)
MIS
CE
LL
AN
EO
US
IR
ON
&
ST
EE
L
LB
FR
AM
E
&
GR
AT
E
TY
PE 600-12
(N)
EA
MI
NO
R
CO
NC
RE
TE
DR
AI
NA
GE
SY
ST
EM
No.
LF
RE
MO
VE
PIP
E
ST
RU
CT
UR
ES "
H"
DE
PT
H
OF
DR
AI
NA
GE
DR
AI
NA
GE
UNIT
M
AXI
MU
M
CO
VE
R
CA
BL
E
RAILI
NG
ME
TH
OD
B
1/2
T
FA
CI
NG
EL
BO
W
EA
CORRUGATED STEEL PIPE
EA
THICK
RSP
FES
a
bc
de
f
1
g
h
ME
TH
OD
B
1T
ME
TH
OD
B
RE
MO
VE
CO
NC
RE
TE
CY
(RSP)
PROTECTION
ROCK SLOPE
PL
AC
E
HM
A
CY CYLF LFSQYD SQYDTON LF
.109" THICK .138"
18"
24"
12"
18"
24"
36"
42"
48"
54"
60"
72"
84"
90"
18"
24"
36"
42"
48"
18" E
NT
RA
NC
E
TA
PE
R
DR
AI
NA
GE
UNIT
a
b
c
de
fg
h
1
FES1
1
a
bc
de
a
b
e
c
d
a
bc
de
RSP
1
1
b
e
c
d
LF
RSP
1 FES
1
CSP DRAIN
CSP MOD. DOWNDRAIN
CSP CULVERT "A" 189+60.82
(N)
172+61.92, 20.01’ Lt
G2/ST DI
G2/ST DI
189+54.84, 76.99’ Lt
22.5^ ELBOW FOR 36" CSP
12
189+09.99, 18.62’ Lt
41 4
189+10.02, 23.60’ Rt
61 188 3 2 41 179 2 1 1 16 16
294 60 1101 5 1956 4 5 3 14 15
84 163 272 20 230 671 10 3260 4 2 2 2 44
239 767 3634330 9 3211 257100 30 3220 1 2306 49160259
10363 50 142 42 353 44 385 1155 3580 4 1 156 226 117 50
896 20 294 1341 2948 283 1305 3882 37 24148 17 124.5 306 259 9 5 3 6 406 174
3.5 12
372
TOTAL
(T
YP
E
A)
10.3
10.3
1
1
4.5
6 445
189.4 148.6
16.1 214.6 46.1 114.4 173.9 293.9 302.5
72.285 10
15
287.3 57.8
293.9 148.6 302.5
36.2 329.5 52.2
445
1.6
6.7
5.8
i iRSP
76.8
872.4
261
564483
383
609
ENTRANCE TAPER TRANSITION
740 351 1830 177
10740
422
END SECTION
STEEL FLARED
PIP
E
AR
CH
ST
EE
L
PL
AT
E
ST
RU
CT
UR
AL
11’-9"
x
13’-2"
85424
No.1
ME
TH
OD
B
No.3
ME
TH
OD
B
LF
223
To 87+57.05,44.95’ Rt
Fr 86+67.43,85.89’ Rt
HOG RANCH CREEK BRIDGE237.2
To 109+39.80,95.52’ Rt
Fr 108+60.22,122.45’ Rt
MINOR’S SHACK CREEK BRIDGE161 278.3
424
To 113+97.67,218.82’ Lt
Fr 111+86.27,63.48’ Lt
MINOR’S SHACK CREEK BRIDGE931
a
326740
11718
85 223
105
OHV UNDERCROSSING (HW & WW)
OHV UNDERCROSSING (PCC PAVEMENT)
Fr "#3N-44" 10+00.00
To "#3N-45" 10+00.00
424 85 223
2
1
2 1
61 188
"#3N-45" Fr 10+00.00 To 10+70.10 Lt/Rt "#3N-44" Fr 9+00.00 To 10+00.00 Lt/Rt
180.7
72
164.4
209
209
99
212
SHEET DQ-5
SHEET DQ-4
SHEET DQ-3
SHEET DQ-2
SHEET DQ-1
* QUANTITIES INCLUDED IN ROADWAY QUANTITIES (SEE Q-1)
9-10-15
9-11-15
09-10-15
(C
LA
SS 10)
RS
P
FA
BRIC
CULVERT
PIPE
Alt
847
858
894
(Misc
AR
EA
S)
SY
ST
EM
No.
13.5 163.1
*
HO
T
MI
X
AS
PH
AL
T
CY
HE
AD
WA
LL
CO
NC
RE
TE
ST
RU
CT
UR
E
ST
EE
L
REI
NF
OR
CE
BA
R
LB
65 39
41
80
40
54
67
46
287
4427
4601
9028
3760
4810
7402
4860
29860
2
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
Q-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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191pa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2229 PROJECT NUMBER & PHASE 08000201911BORDER LAST REVISED 7/2/2010
08 SBd 138 R17.1/R19.2
DE
SIG
NP
AU
L
PH
AN
SUMMARY OF QUANTITIES
MU
ST
AP
HA
RA
OU
F
DO
N
NG
UY
EN
12/31/16
73061
DUNG HUY PHAN
TOTAL
EXCAVATION
ROADWAY
CY
LOCATION
EARTHWORK QUANTITIES
SQYD
(0.15’ Max)
COLD PLANE AC
(TYPE A)
HMA
TON TON TONCY
LOCATION
ROADWAY QUANTITIES
(N) : NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY.
(PRIME COAT)
LIQUID ASPHALT
COAT
TACKUNLESS OTHERWISE NOTED
Exist ROUTE 138
TOTAL
9,519
LINE NAME FROM STA TO STA
"A" RTE 138
80+78.34 81+60.34 19 0.02
81+60.34 86+97.00 724 477 1.9
89+04.50 108+85.35 2,674 1,761 7.0 0.73
0.20
111+94.68 137+35.50 3,430 2,259 8.9 0.94
144+64.83 190+97.64 4,1186,254 16.3 1.72
288.6
190+97.57 191+97.57 0.03
FS-1 FS ROAD 8+17.50 9+80.00 70 67 0.2 0.02
DRIVEWAY No.1 23 22 0.01
DRIVEWAY No.2 22 21 0.01
DRIVEWAY No.3 22 21 0.01
DRIVEWAY No.4 22 21 0.01
MVP No. 1 24 16 0.01
MVP No. 2 25 16 0.01
"3N-44" 0VH 7+04.31 10+00.00 80 64 0.04
"3N-45" 0VH 10+00.00 14+37.69 118 94 0.6 0.06
0.4
7+62.75 9+80.00 94 90 0.3 0.03
10+20.00 11+38.17 51 49 0.2 0.02
10+20.00 12+44.36 97 93 0.3 0.03
16,987 10,130606.7 42.1 4.44
AND SURFACINGREMOVE BASE
SUB TOTAL 606.7 13,865 37.0 3.90
1,562 5.1 0.54750
CY
L-1 TO L-9
286
125
1,302
11,232
(UNLESS NOTED OTHERWISE)
� "A" LINE
STATION TO STATION
LOCATION
LF
FENCE(
ME
TA
L
PO
ST)
BW, 5-
ST
RA
ND
302
20’ Rt "A" 88+74.67 TO 20’ Rt "A" 109+15.35
20’ Lt "A" 88+74.50 TO 20’ Lt "A" 109+15.35
20’ Rt "A" 111+64.68 TO 20’ Rt "A" 137+65.50
20’ Lt "A" 111+64.68 TO 20’ Lt "A" 137+65.50
20’ Rt "A" 144+34.83 TO 127.88’ Rt "A" 192+81.00
20’ Lt "A" 144+34.83 TO 44.76’ Lt "A" 192+05.64
43.43’ Lt "A" 80+78.34 TO 113.03’ Lt "A" 82+79.13
EA EA
TOTAL
GATES
Lt "A" 90+46.82
Lt "A" 95+86.90
Rt "A" 98+77.55
Lt "A" 101+93.55
Rt "A" 94+50.10
CL "SCE-1" 7+62.75
CL "SCE-2" 11+38.17
CL "SCE-3" 12+44.36
1
1
1
1
1
1
1
1
1
3 6
2,438
2,126
2,823
3,106
5,389
4,829
"FS-1" 8+17.50
104
(UNLESS NOTED OTHERWISE)
� "A" LINE
STATION TO STATION
LOCATION
LF
TOTAL
193.68’ Rt "A" 91+29.01 TO 256.61’ Rt "A" 91+91.38 90
90
REMOVE EXISTING FENCE
SE
RVIC
E
GA
TE
24’ F
OR
ES
T
16’
WIR
E
ME
SH
GA
TE
GRAND TOTAL
151
0.1
0.1
0.1
0.1
0.1
0.1
� "A" LINE
LOCATION
CLASS 2
AB
1,305
116 76 0.3
(N)
EMBANKMENT
"A" LINE 379,654
380,872 376
458 6,251
1,208 2,038
11
1,272
4,137
61,500
725
456
770,086
1
1
115
90+46.8290+46.82
95+86.90
98+77.55 98+77.55
101+93.56
95+86.90
101+93.56
DETOUR A,B, AND C See Sht SCQ-1
SASETY EDGE See Sht Q-3
DIKE See Sht Q-2
HMA DICTH See Sht DQ-5
164
955
1362
46504
CL
TO 10+00.00 3N-45
OHV Sta 10+00.00 3N-44
CL
(T
YP
E
ES
A)
TE
MP
OR
AR
Y
FE
NC
E
92
FENCE
REMOVE
209
302
111.72’ Rt "A" 84+98.72 TO 151.17’ Rt "A" 95+79.85
48.48’ Lt "A" 107+98.79 TO 47.25’ Lt "A" 119+49.95
57.82’ Lt "A" 129+20.77 TO 47.41’ Lt "A" 132+96.90
59.61’ Lt "A" 134+75.57 TO 59.12’ Lt "A" 144+28.65
97.06’ Lt "A" 140+11.84 TO 97.06’ Lt "A" 140+84.02
40.76’ Rt "A" 155+67.93 TO 44.83’ Rt "A" 158+99.51
30.87’ Lt "A" 173+74.86 TO 81.28’ Lt "A" 180+24.82
257 257
605 605
790 790
1940 1940
198 198
270 270
420 420
514 514
1160 1160
412 412
372 372
655 655
29.49’ Rt "A" 80+78.34 TO 86.88’ Rt "A" 82+80.83
62.80’ Lt "A" 87+84.48 TO 66.20’ Lt "A" 88+57.06 76 76
247.34’ Rt "A" 107+45.99 TO 37.29’ Rt "A" 111+74.70
157.93’ Lt "A" 111+87.65 TO 228.74’ Lt "A" 113+51.70
136.42’ Rt "A" 124+96.13 TO 44.55’ Rt "A" 124+77.77
54.42’ Lt "A" 126+23.81 TO 294.95’ Lt "A" 128+80.38
72 72
41.60’ Rt "A" 160+97.25 TO 198.92’ Rt "A" 162+45.73
TOTAL 20,711 9863 9863
1820 1820275.85’ Rt "A" 175+70.95 TO 28.10’ Rt "A" 195+80.48
318.1
9265
� "A" LINE
STATION TO STATION
LOCATION
RETAINING WALL TYPE 1 (CASE 1)
STA 86+25.00 To STA 86+50.00
STA 85+75.00 To STA 86+00.00
STA 86+00.00 To STA 86+25.00
STA 86+50.00 To STA 86+75.00
STA 86+75.00 To STA 87+00.00
STA 87+00.00 To STA 87+25.00
(Ret WALL)EXCAVATIONSTRUCTURE
(Ret WALL)BACKFILL
STRUCTURE
(Ret WALL)Reinf STEEL
BAR
(Ret WALL)CONCRETE
STRUCTURE
CY CY LB CY
2,268
2,707
3,064
4,503
10,348
30,879
7,988
TOTAL
20
25
28
36
45
46
200
50
60
55
70
40
55
65
115
130 175
135 200
650500
MATERIAL)
(UNSUITABLE
EXCAVATION
ROADWAY
187,000
187,000
CY
9-10-15
9-11-15
09-10-15
BACKFILL Exist ROUTE 138
STA 85+75.00 To STA 87+25.00 1431
1431
SQFT SQFT
1431
1431
TEXTURESURFACE
CONCRETE
2
SCE-1 LINE
SCE-2 LINE
SCE-3 LINE
FROM DETOUR A SHEET SCQ-1
FROM DETOUR B SHEET SCQ-1
FROM DETOUR C SHEET SCQ-1
DETOUR A LINE
DETOUR B LINE
DETOUR C LINE
FS-1 LINE
SCE-1 LINE
SCE-2 LINE
SCE-3 LINE
3N-44 LINE
3N-45 LINE
459,718.1
535,727.1
SIL
T
FE
NC
ET
EM
PO
RA
RY
SURFACESTAIN CONCRETE
ANDPREPARE
WASTETREATED WOOD
250
LB
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
SCALE: AS SHOWN
ARCHITECTURAL TREATMENTRANDOM BOULDER DETAILS
RANDOM BOULDER ELEVATION
C
C
ST
AI
NI
NG
CO
NC
RE
TE (T
AN)
AT-1
SCALE: 1"=1’-0"
SCALE: 2"=1’-0"
RANDOM BOULDER SECTIONS C,D,E
SECTION C-C
ST
AI
NI
NG
CO
NC
RE
TE (T
AN)
SECTION D-D
ST
AI
NI
NG
CO
NC
RE
TE (T
AN)
SECTION E-E
WALL FACE
STRUCTURAL
BOULDERS)
(RANDOM
TEXTURES
SURFACE
CONCRETE
WALL FACE
STRUCTURAL
BOULDERS)
(RANDOM
TEXTURES
SURFACE
CONCRETE
WALL FACE
STRUCTURAL
BOULDERS)
(RANDOM
TEXTURES
SURFACE
CONCRETE
D
D
E
E
NOTE: MAX DEPTH OF 4"
3.97"
3.36"
3.8"
3.53"
3.27"
3.71"
3.87"
3.33"
3.01"
3.31"
3.39"
0"
6" T
YP
3.95"
3.95"
3.87"
3.56"
3.63"
3.15"
3.65"
3.38"
3.63"
1.99"
3.48"
.13"
6" T
YP
3.88"
3.79"
1.99"
2.62"
3.91"
3.97"
3.62"
.24"
3.26"
2.69"
3.93"
.26"
6" T
YP
3.96".23"3.1"
3.85"
1.75"
SURFACE TEXTURES (RANDOM BOULDERS)
EXPANSION JOINTS DETAIL FOR CONCRETE
EXPANSION JOINTS
WALL FACE
STRUCTURAL
0.25"-6"
(RANDOM BOULDERS)
CONCRETE SURFACE TEXTURES
SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE
NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,
NOTE 1
GROOVE
GROOVE
GROOVE
GROOVE
GROOVE
GROOVE
GROOVE
GROOVE
NOTE 2
GROOVE
DIMENSIONS
VARIES
APPEARANCE
CONTINUES THROUGH EXPANSION JOINTS.
RANDOM BOULDERS TEXTURES AND GROOVES WILL BE 3.
AS SHOWN.
(FROM TOP TO BOTTOM) IN WILL RANDOM AND
. GROOVES GROOVES WILL NOT HAVE A UNIFORM 2.
SECTION C,D,E’.
POINTS ARE THE GROOVES SHOWN ON THE ’RANDOM BOULDER
ON THE ’RANDOM BOULDER ELEVATION’. IN BETWEEN THESE TWO
THESE TWO POINTS ARE THE LINES THAT LAYOUT THE BOULDERS1.NOTE:
LI
NS
D LA D APE
R
HI
T
Signature
Renewal Date
Date
C
CE
E
N SA
TEC
C0
34
5.
oN l
laH yrreP we
htt
aM
08
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
=>
12:42
05-
FE
B-2016
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 => s102458
DGN FILE => 0800020191pg001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2272 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
138
MI
KE
BA
BIC
H
MA
TT
HE
W
HA
LL
08000201911
LA
ND
SC
AP
E
AR
CHIT
EC
TU
RE
R17.1/R19.2SBd 212
JO
HN
ST
AN
TO
N
9-11-15
09-10-15
9/10/2015
94A
NO SCALE
50" MAX WIDTH
4"
MI
N
HEI
GH
T
6" MIN WIDTH
28"
MA
X
HEI
GH
T
10/31/2017
2 ADDED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
2
PROFILE GRADE
3375.20
3375.88
3376.63
3377.45
3378.33
3379.27
3374.20
3374.88
3375.63
3376.45
3377.33
3378.27
(FT)DESIGN H
85
EC 88
+39.02
BC 82
+14.99
PI 81
+60.34
� IMP ROUTE 138 (FUTURE)
801
2
N55̂ 33’18"E 863.81’
34
6
4
3
7 8
9
85+45.61 BC� IMP ROUTE 138
C/F
C/F
F/C
F/C
C/F
F/C
N37°
43’2
8"E
54.6
5’
507.18’
N66°24’11"E
"A" L
INE� I
MP. ROUTE 1
38
2
3390.9
3366.6
3369.4
3370.9
3375.1
6
8
10
14
18
20
3380
3375
3370
86+25 86+50 86+75 87+0085+75
3365
3375.203375.88
3376.63 3377.45 3378.333379.27 3380.25
END RETAINING WALL"A" 87+25.0026’ Rt
ZO
NE 1
LOL
11�"
DE
SI
GN
H
BACK FACEBATTERED
Ext FACEVERTICAL
ZO
NE 2
W
B C
FG
F
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
=>
12:42
05-
FE
B-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
USERNAME => s102458
DGN FILE => 0800020191qa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
1’-0"
TYPICAL SECTION
PLAN1"= 50’
3365.63 3362.45
87+25
3360 3359.32
ELEVATIONNO SCALE
NO SCALE
PER STD PLANS RSP B3-1ATYPE 1 (CASE1)RETANING WALL
TOP OF FOOTING
Bot OF FOOTING
3358.27
TOP OF WALLBeg RW85+75.00
END RW 87+27.00OG
86+00
(Typ)FOOTING STEPRSP B3-5
3368.203366.88
TOP OF FOOTING
BOTTOM OF FOOTING
DO
N
NG
UY
EN
PA
UL
PH
AN
MU
ST
AP
HA
RA
OU
F
08 SBd 138 R17.1/R19.2 95 212
DATUM Elev 3355
TYPE 1 (CASE1)Beg RETAINING WALL26’ Rt "A" 85+75
STA 86+25.00 To STA 86+50.00
STA 85+75.00 To STA 86+00.00
STA 86+00.00 To STA 86+25.00
STA 86+50.00 To STA 86+75.00
STA 86+75.00 To STA 87+00.00
STA 87+00.00 To STA 87+25.00
� "A" LINESTATION TO STATION
LOCATIONTOP OF WALL ELEVATION
FROM
3375.88
3376.63
3377.45
3380.25
3378.33
3379.27
TO
FG Elev FACE
FROM TO
3374.88
3375.63
3376.45
3379.25
3377.33
3378.27
RETAINING WALL PLAN
R-1
12/31/16
73061
DUNG HUY PHAN
DE
SIG
N
SCALE AS SHOWN
9-10-15
9-11-15
09-10-15
2
TEXTURESURFACE CONCRETE
WALL ELEVATIONS
3- WEAKENED PLANE JOINT SHOULD BE IN THE BACK FACE OF THE WALL ONLY.
INVERT ELEVATIONS PRIOR TO RETAINING WALL CONSTRUCTION.
2- CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND
1- FOR RETAINING WALL DETAILS SEE STANDARD PLAN RSP B3-5 & B3-6.
NOTES:
2229 08000201911
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
THIS PLAN IS ACCURATE FOR ARCHITECTUAL TREATMENT WORK ONLY.R1-2
TOP OF WALL
A
A
ELEVATION
TEXTURES (RANDOM BOULDERS)
END CONCRETE SURFACE
FINISHED GRADE
ARCHITECTURAL TREATMENT
(RANDOM BOULDERS)
CONCRETE SURFACE TEXTURES
BEGIN
(RANDOM BOULDERS)
CONCRETE SURFACE TEXTURES
WALL
TO WRAP AROUND END OF
CONCRETE SURFACE TEXTURES
SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE
NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,
STRUCTURAL WALL FACE
TOP OF WALL
SCALE: 1/2"=1’-0"
FG
4" MAX
4"
MA
X
(RANDOM BOULDERS)
CONCRETE SURFACE TEXTURES
(RANDOM BOULDERS)
CONCRETE SURFACE TEXTURES
SECTION A-A
BEGIN WALL
END WALL
WALL
TO WRAP AROUND TOP OF
CONCRETE SURFACE TEXTURES
WALL
TO WRAP AROUND END OF
CONCRETE SURFACE TEXTURES
FG
6"
MI
N
SCALE: �"=1’-0"
SCALE: SHOWN
RETAINING WALL
LI
NS
D LA D APE
R
HI
T
Signature
Renewal Date
Date
C
CE
E
N SA
TEC
C0
34
5.
oN l
laH yrreP we
htt
aM
08
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
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OF
CA
LIF
OR
NI
A -
DE
PA
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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
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LA
ND
SC
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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 => s102458
DGN FILE => 0800020191qa002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 2272 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
10/31/2017
138
MI
KE
BA
BIC
H
MA
TT
HE
W
HA
LL
08000201911
LA
ND
SC
AP
E
AR
CHIT
EC
TU
RE
R17.1/R19.2SBd 212
JO
HN
ST
AN
TO
N
9-11-15
09-10-15
9/10/2015
95A2
2 ADDED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
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
BRIDGE NO.
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
PERMIT DESIGN VEHICLE
LIVE LOADING: HL93 W/"LOW-BOY";
0 1 2 3
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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
HOG RANCH CREEK BRIDGE
9
Pete Norboe
David Elliott
Pete Norboe
L. Jimenez
Pete Norboe
54-1218
3594
08-0Q3004 1-13-14 1 17
GORDON DANKE
TYPICAL SECTION
�" = 1’-0"
PLAN
ELEVATION
DATUM Elev = 3320.00’
1" = 20’
1" = 20’
TOTAL LENGTH = 147’-6" (MEASURED ALONG � ROUTE 138)TOTAL LENGTH = 147’-6" (MEASURED ALONG � ROUTE 138)
10’-0" 20’-0" 10’-0"
8’-0"8’-0" 12’-0" 12’-0"1’-5" 1’-5"
PG
MATERIAL HAULING EQUIPMENT LANE
+8% & VARIES
NOTE:
SEE, "FOUNDATION PLANS" SHEET
FOR HYDROLOGIC SUMMARY TABLE
*
*
21’-5" 21’-5"
1
2
3
4
5
PAINT "BRIDGE NUMBER 54-1218"
PAINT "HOG RANCH CREEK BRIDGE"
FUTURE UTILITY OPENING
NOTES:
A
CURVE DATA
R À T LNO.
1246.72’ 624.03’28^40’44" 318.70’
6
4
6
2. For pile data table, see "INDEX TO PLANS" sheet.
"INDEX TO PLANS" sheet.
1. For Index to Plans, General Notes, and Standard Plans List, see
NO SCALE
PROFILE GRADE
6’-6"
BOX GIRDER
CIP/PS CONCRETE
84+80.98 BVC
Elev 3374.11’
R/C = +3.4214% PER Sta+1.6200% +4.0200%
87+10.58 EVC
Elev 3380.59’
136+48.51 BVC
Elev 3579.10’
Abut 1
Abut 2
Approx OG
Elev 3381.26’
87
8889
N66^24’11"E
A To Crestline
TO PALMDALE
EB Sta 88+74.50EC Sta 88+39.02
Elev 3387.18’
TOP OF FILL
TOE OF FILL
TOP OF FILL
TOE OF FILL
TOE OF FILL
TOP OF FILL
TOP OF CUT
TOE OF CUT
7 STRUCTURE APPROACH TYPE N(30S)
7
7
3
3
3
3
2:1
Typ
Typ
8-0"
8-0"
24’-0"
2:1
1 2
2:1
(SE
AS
ON
AL)
HO
G R
ANC
H CREE
K
B7-10
U-8
BB Sta 87+27.00
08 SBd 138
Peter W. Norboe
C57519
12-31-2015
R. Candiotti
R. Candiotti R17.2
R. Candiotti
Typ
8
8
10-6-14
1�:1
1�:1
8
8
CONCRETE BARRIER TYPE 742 (MODIFIED)
Theresa Nedwick Theresa Nedwick
12-4-13
42’-10"
LEGEND:
229.60’ VC
SCUPPER LOCATION
B7-8SCUPPER
+36
+69
+02
+35
+65
+82
BB EB
FUTURE UTILITY CASING
1-31-14
8
8
5
5
AND APPROACH SLAB)PREPARE AND STAIN CONCRETE SURFACE (ALL EXPOSED SURFACES EXCLUDING BRIDGE DECK
MODIFIED)CONCRETE BARRIER (TYPE 742 391 LF24" WELDED STEEL PIPE CASING (BRIDGE) 78 LFPREPARE AND STAIN CONCRETE 3,257 SQFT(BRIDGE)BAR REINFORCING STEEL (EPOXY COATED) 80,843 LBBAR REINFORCING STEEL (BRIDGE) 65,576 LBJOINT SEAL (MR 2") 80 LFRANDOM BOULDER TEXTURE 656 SQFT(TYPE N)STRUCTURAL CONCRETE, APPROACH SLAB 98 CYSTRUCTURAL CONCRETE, BRIDGE 592 CYSTRUCTURAL CONCRETE, BRIDGE FOOTING 56 CYPRESTRESSING CAST-IN-PLACE CONCRETE LUMP SUM(ALTERNATIVE W MODIFIED)DRIVE PILE (CLASS 140) 44 EA(ALTERNATIVE W MODIFIED)FURNISH PILING (CLASS 140) 1,247 LFSTRUCTURE BACKFILL (BRIDGE) 278 CYSTRUCTURE EXCAVATION (BRIDGE) 301 CY
QUANTITIES
"A" LINE = � Rte 138
MGS, SEE "ROADWAY PLANS"
RSP, SEE "ROADWAY PLANS"
"A" LINE = � Rte 138
3-5-15
0800020191-1
R17.1/R19.2 146 212
9-11-15
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
2
11,230
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
BRIDGE NO.
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
PERMIT DESIGN VEHICLE
LIVE LOADING: HL93 W/"LOW-BOY";
0 1 2 3
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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
Gordon Danke
Pete Norboe
Pete Norboe
Pete NorboeDavid Elliott 954-1219
3594
0800020191-1 08-0Q3004 1 21
MINER’S SHACK CREEK BRIDGE
08 SBd 138
Peter W. Norboe
57519
12-31-2015
+4.0200%
BB
EB
Abut 1
Pier 2
Abut 3
ELEVATION
TO PALMDALE TO CRESTLINE
+8.0%
8’-0" 12’-0" 12’-0" 8’-0"
TYPICAL SECTION
1 2
8’-0"
8’-0"
24’-0"
PROFILE GRADE
3
3
4
Typ
Typ
PLAN
Elev 3469.23’
Elev 3479.25’
TOP OF FILL
TOE OF CUT
Toe of fill
TOP OF CUT
Typ
TOP OF FILL
TOE OF FILL
TOP OF CUT
10’-0"
2. For General Notes, see "DECK CONTOURS" sheet.
Pile Data, see "INDEX TO PLANS" sheet.
1. For Index to Plans, Standard Plans List, and
Notes:
10’-0"
TypB7-10
U-8
*
No Scale
5
5
TOTAL LENGTH = 249’-4" (MEASURED ALONG � Rte 138)
124’-8" 124’-8"
� Rte 138
Approx OG ALONG
Approx FG
1" = 20’
"FOUNDATION PLAN" SHEET
FOR HYDROLOGIC SUMMARY TABLE, SEE
NOTE:
TOE OF CUT
TYPE N(30S)
APPROACH
STRUCTURE
TYPE N(30S)
APPROACH
STRUCTURE
1" = 20’
(S
EAS
ON
AL)
MI
NE
R’S S
HA
CK
CR
EE
K
A
CURVE DATA
R À T LNO.
1558.40’ 2603.67’95^43’34" 1722.48’
A
BB 109+15.35
PG
5’-0"
6
6
1 2
BOX GIRDER
CIP/PS CONCRETE
110
109 112
111
110+00 111+00
R17.6
2:1
2:1
EB 111+64.68
2:1
21’-5"21’-5"
1’-5"1’-5"
R. Candiotti
7
7
Approx FG
1�:1 Typ
1�:1
2-18-14
CIDH PILES, Typ
7
7
Rosa Candiotti
Rosa Candiotti
Rosa Candiotti
10-9-14
DATUM Elev = 3395.06’
109+00 112+00
�" = 1’-0"
42’-10"
20’-0"
Theresa Nedwick Theresa Nedwick
+25
+54
+83
+12
+41
+70
+99
+28
+55
+75
�
PI
ER 2
SCUPPERB7-8
CASINGFUTURE UTILITY
136+48.51 BVC
7
1-31-141-13-14
7
7
7
7
5
5
5
1
2
3
4
5
"A" LINE = � Rte 138
"A" LINE = Rte 138
Scupper Location
AND APPROACH SLABS)
(ALL EXPOSED SURFACES EXCLUDING BRIDGE DECK
Prepare and Stain Concrete Surface
Concrete Barrier Type 742 (Modified)
RSP, see "ROADWAY PLANS"
Future Utility Opening
MGS, see "ROADWAY PLANS"
Paint "MINER’S SHACK CREEK BRIDGE"
Paint "BRIDGE NUMBER 54-1219"
LEGEND:
SEE "ROADWAY PLANS"
SLOPE PROTECTION,
Elev 3380.60’
87+10.58 EVC
Elev 3579.10’ 3-5-15
CONCRETE BARRIER (TYPE 742 MODIFIED) 595 LF24" WELDED STEEL PIPE CASING (BRIDGE) 78 LFPREPARE AND STAIN CONCRETE 4,956 SQFT(BRIDGE)BAR REINFORCING STEEL (EPOXY COATED) 159,155 LBBAR REINFORCING STEEL (BRIDGE) 179,092 LBJOINT SEAL (MR 2") 80 LFRANDOM BOULDER TEXTURE 616 SQFT(TYPE N)STRUCTURAL CONCRETE, APPROACH SLAB 98 CYSTRUCTURAL CONCRETE, BRIDGE 950 CYSTRUCTURAL CONCRETE, BRIDGE FOOTING 46 CYPRESTRESSING CAST-IN-PLACE CONCRETE LUMP SUM(ALTERNATIVE W MODIFIED)DRIVE PILE (CLASS 140) 28 EA(ALTERNATIVE W MODIFIED)FURNISH PILING (CLASS 140) 570 LF84" CAST-IN-DRILLED-HOLE CONCRETE PILING 138 LFSTRUCTURE BACKFILL (BRIDGE) 257 CYSTRUCTURE EXCAVATION (BRIDGE) 337 CY
QUANTITIES
EQUIPMENT LANE
MATERIAL HAULING
R17.1/R19.2 163 212
9-11-15
19,201
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
2
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 => 54-1219-a-itp-sheet.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
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NA
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B-2016
TI
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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
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AINROFILACFO
ETA
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No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
9
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
08 SBd 138
Peter W. Norboe
57519
12-31-2015
P. Norboe
D. Elliott
P. Norboe
54-1219
3594
0800020191-1 08-0Q3004
INDEX TO PLANS
2 21
MINER’S SHACK CREEK BRIDGE
0 0.5 1.5 2.5 3.5
0
0.5
1.0
1.0 2.0 3.0 4.0
No Scale
Period (seconds)
Spectral
Accelerati
on (g)
1.5
2.0
2.5
INDEX TO PLANS
SHEET NO. TITLE
ACCELERATION RESPONSE SPECTRA
R. Candiotti
R. Candiotti
R17.6
2-18-14
21. LOG OF TEST BORINGS NO. 4
20. LOG OF TEST BORINGS NO. 3
19. LOG OF TEST BORINGS NO. 2
18. LOG OF TEST BORINGS NO. 1
17. STRUCTURE APPROACH DRAINAGE DETAILS
16. STRUCTURE APPROACH TYPE N(30S)
15. ARCHITECTURAL TREATMENT DETAILS
14. GIRDER REINFORCEMENT
13. GIRDER LAYOUT
12. TYPICAL SECTION
11. COLUMN DETAILS NO. 3
10. COLUMN DETAILS NO. 2
9. COLUMN DETAILS NO. 1
8. PIER DETAILS
7. ABUTMENT DETAILS NO. 2
6. ABUTMENT DETAILS NO. 1
5. ABUTMENT LAYOUT
4. FOUNDATION PLAN
3. DECK CONTOUR
2. INDEX TO PLANS
1. GENERAL PLAN
STANDARD PLANS 2010
STANDARD PLAN SHEET NO.
DETAIL NO.
R. Candiotti
B14-5 Water Supply Line (Details) (Pipe Sizes Less Than NPS 4)
B11-57 Concrete Barrier Type 742
B8-5 Cast-In-Place Prestressed Girder Details
B7-10 Utility Opening Box Girder
B7-8 Deck Drainage Details
B7-1 Box Girder Details
B6-21 Joint Seals (Maximum Movement Rating = 2")
B2-5 Pile Details Class 90 and Class 140
B0-13 Bridge Details
B0-5 Bridge Details
B0-3 Bridge Details
B0-1 Bridge Details
RSP
RSP
MODIFIED TIP (NOTE 2)ALTERNATIVE "W"
CLASS 140
� PILE
PILE TIP Elev
�" Max
No Scale
AT OPTION OF CONTRACTORALTERNATIVE TIP SHAPE �" Min ´
�"
1-31-141-13-14
Compression Tension
Abutment 1
PILE DATA TABLE
LocationSupport
Pile Type (b)
(PP 14 x 0.438)
Class 140 Alt W
Modified
(kips)Nominal Resistance
280 0
4330
(Ft)Elevation
TipDesign
(Ft)Elevation
TipSpecified
(kips)
Loading
Design
280
N/A
280 0 280(PP 14 x 0.438)
Class 140 Alt W
Modified
with either a flat or conical steel tip welded to the pile tip.
2) "Modified" Class 140, Alternative "W" pipe pile is to be driven
1) Design tip elevations are controlled by: (a) Compression (b) Tension
NOTE:
Pier 2
Abutment 3
84" CIDH 14303382.0 (b)
3353.0 (a)3353.0
3432.8 (a) 3432.8
3442.53442.5 (a)
DESIGN ARS CURVE WITH 5% DAMPING
3-5-15
R17.1/R19.2 164 212
9-11-15
Elevation (ft)
Cut Off
3452.92
3422.00
3462.42
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
2
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
BRIDGE NO.
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
PERMIT DESIGN VEHICLE
LIVE LOADING: HL93 W/"LOW-BOY";
0 1 2 3
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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
DOUBLE DRAIN CREEK BRIDGE
9Gordon Danke
Pete Norboe
David Elliott
Pete Norboe
Rosa Candiotti
Rosa Candiotti
Rosa Candiotti
Pete Norboe Rosa Candiotti
3594
54-1220
10-7-140800020191-1 08-0Q3004 1 29
08 SBd 138
Peter W. Norboe
C57519
12-31-15
Abut 1
Abut 5
PIER 2 PIER 3
DATUM Elev = 3500.00’
138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00137+00
FG
FG **
ISOLATION CASING
PLAN
ELEVATION
TYPICAL SECTION
�" = 1’-0"
1" = 40’
1" = 40’
S49^24’49"E
138 139 140 141 142 143137 144145
BC 143+88.07
BB 137+65.50
8’-0"
8’-0"
24’-0"
SEE "FOUNDATION PLAN"
NEAR VERTICAL OG FACE
(S
EA
SO
NA
L)
DO
UB
LE
DR
AI
N
CR
EE
K
EB 144+34.83
TOP OF CUT
PROFILE GRADE
NO SCALE
+4.0200%R/C = +1.2205% PER Sta
167’-4" 167’-4" 167’-4" 167’-4"
ALONG � Rte 138
Approx OG
BB EB
TOE OF CUT
TOP OF CUT
TOE OF FILL
TOE OF CUT
TOP OF FILL
B7-10
U-8Typ
TO PALMDALETO CRESTLINE
LEGEND:
1
2
3
4
5
Paint "Bridge Number 54-1220"
Paint "Double Drain Creek Bridge"
Future Utility Opening
10’-0" 10’-0"20’-0"
PG
EQUIPMENT LANE
MATERIAL HAULING
1’-5�"1’-5�" 8’-0" 12’-0" 12’-0" 8’-0"
-2% & VARIES -2% & VARIES
6
6
5
31 2
4
BOX GIRDER
CIP/PS CONCRETE
6’-6"
Approx FG
Elev =3622.27’
Structure Approach, Type N(30S)
COLUMN FLARES, Typ
(PIER 4 ONLY)ISOLATION CASING
1-14-14
136+48.51 BVC144+48.51 EVC
PIER 4
800.00’ VC
Elev = 3584.09’
A
CURVE DATA
R À T LNO.
1509.17’ 18^12’33" 241.26’
A
R18.1
1-31-14
1�:1
7
7
7
7
CIDH PILES, Typ
2-18-14
Concrete Barrier Type 736 (Mod)
21’-5�"
42’-11�"
21’-5�"
Theresa Nedwick Theresa Nedwick
+75
+25
+50
+75
+00
+00
+00
+75
+50
+25
+00
+75
+50
+25
+00
+75
+50
+25
+00
+75
+50
+25
+00
+75
+50
+25
+50
+25
�
PIE
R 4
�
PIE
R 3
�
PIE
R 2
**
U-8
B7-8SCUPPER, Typ
Scupper Location
CASINGFUTURE UTILITY
8
structure, unless otherwise notedto provide a minimum 2’ clearance toAny conflicting OG shall be removed
87
7
7
TOTAL LENGTH = 669’-4" (MEASURED ALONG � ROUTE 138)
479.63’
DECK AND APPROACH SLABS)(ALL EXPOSED SURFACE, EXCLUDING BRIDGE Prepare and Stain Concrete Surface
CONCRETE BARRIER (TYPE 736 MODIFIED) 1,431 LFISOLATION CASING 53,600 LB24" WELDED STEEL PIPE CASING (BRIDGE) 80 LFPREPARE AND STAIN CONCRETE 41,833 SQFT(BRIDGE)BAR REINFORCING STEEL (EPOXY COATED) 428,904 LBBAR REINFORCING STEEL (BRIDGE) 692,487 LBJOINT SEAL ASSEMBLY (MR 4") 80 LFPTFE SPHERICAL BEARING 8 EARANDOM BOULDER TEXTURE 630 SQFT(TYPE N)STRUCTURAL CONCRETE, APPROACH SLAB 104 CYSTRUCTURAL CONCRETE, BRIDGE 2,660 CYPRESTRESSING CAST-IN-PLACE CONCRETE LUMP SUM84" CAST-IN-DRILLED-HOLE CONCRETE PILING 467 LF42" CAST-IN-DRILLED-HOLE CONCRETE PILING 416 LFSTRUCTURE BACKFILL (BRIDGE) 163 CYSTRUCTURE EXCAVATION (BRIDGE) 687 CY
QUANTITIES
**
Typ
2:1
Typ
2:1
Typ
2:1
Typ
2:1
*
Elev 3579.10’Elev 3623.16’
+7.0000%
MGS, see "ROADWAY PLANS"
CLEARANCE UNDER SPAN 3 & SPAN 4REMOVE OG TO 16’-6" Min VERTICAL
Approx TOP OF CUT
Approx TOE OF CUT
"A" LINE = � ROUTE 138
** Grade to drain.
* For HYDROLOGIC SUMMARY TABLE, see, "FOUNDATION PLAN" sheet.
and PILE DATA, see "INDEX TO PLANS" and "DECK CONTOURS" sheets.
1. For INDEX TO PLANS, GENERAL NOTES, STANDARD PLANS LIST,
NOTES:
"A" LINE = � Rte 138
3-5-15
R17.1/R19.2 212184
9-11-15
2 REPLACED PER ADDENDUM No. 2 DATED FEBRUARY 8, 2016
2
48,750