Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
10:35:57 AM
4/5/2024
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
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
03-09-18
USERNAME => p004681A
DGN FILE => 0600000001ea016_R3.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
MARIA WILSON
MATTHEW BRASH
BRASH
MATTHEW
C78433
09/30/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
C
O
N
C
C
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
C
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
C
O
N
C
C
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
C
O
N
C
C
O
N
C
PP P
P
P
P
P P P P
P
P
P P P
P
P
P
D
E
N
S
E
T
R
E
E
S
P
P
P
P
P
P
P
P
P
PP
P
P
P
P
P
P
PP
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
SD
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
635 640 6454 6 7 8 9 1 2 3 4 6 7 8
2 0
2 5
1 2
3 4
6 7
265 2706 7 8 9 1 2 3 4
4 0
45 8
9 1
2 3
4 6 7
SCALE: 1" = 50'
L-16
LAYOUT
XNo. R À T L
337.00' 260.57' 443.62'
216.00' 163.08' 279.37'
3000.00' 83.93' 167.82'
CURVE DATA
WIBLE Rd "WIB" LINE
42 43
"SR99" LINE
"MI4" LINE
41 41
42 43
MING Ave
"M
IN
" L
IN
E
P
M
A
R
-
N
O
evA GNIM 99N
"MIN" 21+84.02 PI
"MI4" 40+77.09 EC
"MI4" 43+19.52 BC
"MI4" 47+66.71 EC
8 '4
'
SAWCUT
10'
12'
14' Rt Beg TAPER
"MI4" 45+98.89 PCC
CALTRANS R/W
CALTRANS R/W
NB ROUTE 99
SAWCUT
8 C
A
L
T
R
A
N
S
R
/
W
59' Rt "SR99" 647+40.00 POT
"CN8" 114+93.44 POT =
CB (TYPE 60MD)
END TAPER
"MI4" 46+59.13
12' Rt
"MIN" 21+84.07 POT
"WIB" 264+67.92 POT =
JOIN Exist
24.7' Rt Beg Shld
24.7' Rt Beg HMA DIKE (TYPE E Mod)
16.7' Rt Beg TAPER
"MI4" 42+21.00
END Conc DIKE (TYPE E)
END Shld
83.98' Rt "SR99" 645+58.70
C
C
C
C
C
C
C
C 1
END Shld
4' Lt "MI4" 45+51.94
ES
4 AP
18' Rt "MI4" 44+96.38
Beg Shld TAPER
22' Rt "MI4" 44+24.38
TYPE 12A LAYOUT AITS, VC (MC)
Beg MGS (STEEL POST)
4' Lt "MI4" 42+81.38
Beg Trans RAILING (TYPE WB-31)
END MGS (STEEL POST)
4' Lt "MI4" 43+06.38
END CB (TYPE 60MD)
23.75' Rt "MI4" 44+96.30
22' Rt Beg Shld TAPER
14' Rt END TAPER
"MI4" 43+21.002
4 2
.4
3 '
Beg CB TAPER
31.91' Rt "MI4" 43+19.52
Beg CB (TYPE 60 Mod1)
34.97' Rt "MI4" 42+46.34
29.32' Rt Beg CB (TYPE 60MD)
29.51' Rt END CB (TYPE 60 Mod1)
29.51' Rt END CB TAPER
29.32' Rt END Shld TAPER
"MI4" 43+55.51
14 5
END HMA DIKE (TYPE E Mod)
END Shld TAPER
22' Rt "MI4" 45+16.38
Beg CB (TYPE 60D Mod)
22.81' Rt "MI4" 45+31.60
CB (TYPE 60D Mod)
10'
2703.85'
1 8
4 .0
2 '
Beg Conc DIKE (TYPE C)
81' Rt "SR99" 643+54.24
9 Beg ANCHOR BLOCK (Mod2)
END Trans RAILING (TYPE WB-31)
3.77' Lt "MI4" 43+31.17
EXPANSION JOINT (TYPE AN Mod)
Beg Shld
81' Rt "SR99" 644+87.00
TERMINAL JOINT (TYPE A)
22' Rt "MI4" 45+51.94
JOIN Exist
Beg TAPERED EDGE
Beg Shld
4' Lt "MI4" 42+21.00
END TYPE 16C LAYOUT BURIED POST END
Beg MGS (STEEL POST)
Beg Conc DIKE (TYPE F)
END Conc DIKE (TYPE C)
81' Rt "SR99" 644+21.24
Beg TYPE 16C LAYOUT BURIED POST END
88.65' Rt "SR99" 642+96.48
SB ROUTE 99
10 10'
M
A
T
C
H
L
IN
E
(L
-
1 7
)
END COLDPLANE AC PVMT
1' Rt "SR99" 648+00.00
5 NOTES:
2. 1.
FOR MVP INFORMATION, SEE CONSTRUCTION DETAILS.
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
MVP 7
6.22' Lt END CB (TYPE 60MD)
7.04' Lt Beg Shld TAPER
7.04' Lt END Shld TAPER
"MI4" 44+49.06
4.04' Lt END TAPERED EDGE
4.04' Lt END ANCHOR BLOCK (Mod2)
4.85' Lt Beg Shld TAPER
4.85' Lt Beg CB (TYPE 60MD)
"MI4" 43+40.34
Beg END ANCHOR ASSEMBLY TYPE SFT
END MGS (STEEL POST)
81' Rt "SR99" 644+64.99
Beg Conc DIKE (TYPE E)
END Conc DIKE (TYPE F)
END ANCHOR ASSEMBLY TYPE SFT
81.78' Rt "SR99" 644+71.24
Beg CB (TYPE 60R Mod1)
"SR99" 643+97.83
1' Rt Beg COLDPLANE AC PVMT
END CB (TYPE 60R Mod1)
"SR99" 645+26.75
Beg Conc DIKE (TYPE E Mod2)
10.03' Lt "MI4" 44+51.64
(TYPE E Mod2)
7' Lt END Conc DIKE
4' Lt END Shld TAPER
"MI4" 45+17.57
29 1 09/30/25
1 1 CRC
04/18/22
1 2 RMS
01/18/24
643+96.24
643+15.45
2 2
2 2
TYPE 16A LAYOUT AITS, VC (MC)
04/05/24
RMS3
3 3
Ker06
BAKERSFIELD, CALIFORNIA 93301
1600 TRUXTUN AVENUE
CITY OF BAKERSFIELD
PASADENA, CALIFORNIA 91124
100 WEST WALNUT STREET
PARSONS
MATTHEW BRASH
x
x
x
x
x
Dist COUNTY ROUTE POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
R
E
G
I
S
T
E
R
E
D
PROFESSIONAL
E
N
G
I
N
E
E
R
STATE OF CALIFORNIA
TIME PLOTTED =>
DATE PLOTTED =>
10:32:08 AM
4/5/2024
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
CONSULTANT FUNCTIONAL SUPERVISOR
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
03-09-18
USERNAME => p004681A
DGN FILE => 0600000001ha016_R1.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT 1477 PROJECT NUMBER & PHASE 0600000484BORDER LAST REVISED 7/2/2010 99 58
22.7/23.8
R50.5/R55.5
MARIA WILSON
MATTHEW BRASH
BRASH
MATTHEW
C78433
09/30/19
CIVIL
REGISTERED CIVIL ENGINEER
1464
10/10/18
10/10/18
C
O
N
C
C
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
C
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
C
O
N
C
C
O
N
C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
C
O
N
C
C
O
N
C
3 8
0 360
370
380
360
370
370
370 380
PP P
P
P
P
P P P P
P
P
P P P
P
P
P
D
E
N
S
E
T
R
E
E
S
P
P
P
P
P
P
P
P
P
PP
P
P
P
P
P
P
PP
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
SD
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
D
E
N
S
E
T
R
E
E
S
635 640 6454 6 7 8 9 1 2 3 4 6 7 8
2 0
2 5
1 2
3 4
6 7
265 2706 7 8 9 1 2 3 4
4 0
45 8
9 1
2 3
4 6 7
M
A
T
C
H
L
IN
E
(G
-
1 7
)
WIBLE Rd
"WIB" LINE
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
"SR99" LINE
"MI4" LINE
MING Ave
"M
IN
" L
IN
E
P
M
A
R
-
N
O
evA GNIM 99N
CALTRANS R/W
CALTRANS R/W
CALTRANS R/W
NB ROUTE 99
C
A
L
T
R
A
N
S
R
/
W
C
A
L
T
R
A
N
S
R
/
W
G-16
CONTOUR GRADING
SCALE: 1" = 50'
C
C
C
C
C
C
APPROVED FOR CONTOUR GRADING WORK ONLY
SB ROUTE 99
237
1 04/05/24
RMS
1 09/30/25
1