NOTES:
x
x
x
x
x
DistCOUNTYROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST REVISION
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.
Exp.
CIVIL
REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L
ENGINEER
STAT
E
O
F
C
A
L
IF
O
R
N
IA
REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:16
19-SEP-2022
CHECKED BY
DESIGNED BY
CALCULATED- REVISED BY
DATE REVISED
PLANS APPROVAL DATE
DATE
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
08-18-22
USERNAME =>s147104
DGN FILE =>0616000029lb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0123
UNIT1513PROJECT NUMBER & PHASE06160000291 BORDER LAST REVISED 7/2/2010
NO SCALE
PLAN
MOTORIST INFORMATION
CLOSURE OF RTE 99
(DETOUR LAYOUT DURING
(STAGE 2 PHASE 1)
END
DETOUR
MESSAGE SIGN (PCMS).
PORTABLE CHANGEABLE
DIRECTION OF TRAFFIC
LEGEND:
1. TO BE DETERMINED BY THE ENGINEER.
EXACT LOCATION AND SIGN MESSAGE OF PCMS
2. 3.
4. BY THE ENGINEER.
EXACT SIGN LOCATIONS TO BE DETERMINED
ADDTIONAL CONSTRUCTION AREA SIGNS.
SEE CONSTRUCTION AREA SIGN PLANS FOR
PLACE 2 C2(CA) SIGNS ON CENTER BARRICADE.
PLACE TYPE III BARRICADE, MINIMUM 3 PER LANE.
APPROVED FOR MOTORIST INFORMATION WORK ONLY
TRA FFIC D ESIG N
MI-1
Ave 264
R
O
U
T
E
9 9
R
O
A
D
6 4
R
O
A
D
6 8
P
L
A
Z
A
D
r
Ave 308
Ave 304Ave 312
S
S
H
IR
K
S
t
/
R
d
9 2
N
A
K
E
R
S
S
t
CALDWELL Ave
Ave 280
Ave 260
VISALIA
Mill Creek Ditch
Persian Ditch
Mill Creek
Watson Ditch
W VISALIA OH
MID-VALLEY OH
TAGUS OH
ROUTE 198
AIRPORTMUNICIPALVISALIA
Ave 280 OC
TAGUS OC
T
o
F
r
e
s
n
o
C
A
M
P
D
R
IV
E
S
o
u
t
h
e
r
n
P
a
c
if
ic
R
a
ilr
o
a
d
AHEAD
DETOUR
A
W20-2
GOSHEN OC
PCMS
END
DETOUR M4-8A
F
D
ET
U
R
O
E
99 DETUR O
SOUTHM3-3
G28-1 (CA)
M4-8
M6-2R
B
M4-10(R)
C
SC9 (CA)
FWY
DETOUR
B
99 DETUR O
SOUTH
G28-1(CA)
M4-8
M6-2R
M3-3
C
SC9 (CA)
FWY
DETOUR
C
SC9 (CA)
FWY
DETOUR
AHEAD
DETOUR
A
W20-2
D
99 NORTH
DETUR O
G28-1(CA)
M4-8
M3-1
M6-2R
I
D
ETO
U
R
M4-10(L)
D
ETO
U
R
99 NORTH
I
M4-10(L)
M3-1
C
SC9 (CA)
DETOUR
FWY
SC9 (CA)
C
DETOUR
FWY
C
SC9 (CA)
FWY
DETOUR
C
SC9 (CA)
FWY
DETOUR
H99
NORTH
DETUR O
G28-1 (CA)
M3-1
M4-8
M6-2R
ED
ET
U
R
O
M4-10(R)
D
ETO
U
R
M4-10(L)
E
M4-10(R)
D
ET
U
R
O
To Tulare
STANDARD PLANS)
(PER CALTRANS
NB 99 CLOSED
STANDARD PLANS)
NB 99 (PER CALTRANS
ON RAMP CLOSED TO
STANDARD PLANS)
SB 99 (PER CALTRANS
ON RAMP CLOSED TO
STANDARD PLANS)
SB 99 (PER CALTRANS
ON RAMP CLOSED TO NB AND
PCMS
H
CARLOS BLANCAS
APURVA N. GOKAL
MOHAMMED QATAMIMOHAMMED QATAMI
N
W
E
S
T
S
t
Ave 272
F
M4-8A
SC9 (CA)
C
FWY
DETOUR
SC9 (CA)
C
FWY
DETOUR
SC9 (CA)
C
FWY
DETOUR
FWY
DETOUR
C
SC9 (CA)
FWY
DETOUR
C
D
ETO
U
R
M4-10(L)
L
STANDARD PLANS)
(PER CALTRANS
Ave 280 CLOSED
STANDARD PLANS)
(PER CALTRANS
Ave 280 CLOSED
G28-1(CA)
R11-4
G
THRU TRAFFIC
ROAD CLOSED
TO
G
R11-4
THRU TRAFFIC
ROAD CLOSED
TO
M4-10(L)
L
D
ETO
U
R
99 SOUTHM3-3
G28-1(CA)
L
069935.8/37.1 Tul
99 SOUTH M3-3
G28-1(CA)
99 SOUTH M3-3
G28-1(CA)
G28-1 (CA)
99 NORTH M3-1
99 SOUTH
M3-3
G28-1(CA)
D
ETO
U
R
M4-10(L)
L
D
ETO
U
R
M4-10(L)
G28-1 (CA)
99 NORTH M3-1
STANDARD PLANS)
(PER CALTRANS
SB 99 CLOSED
I
99 G28-1(CA)
M4-10(R)
D
ET
U
R
O
NORTH M3-1
K
99 SOUTH
M3-3
D
ETO
U
R
G28-1(CA)
M4-10(L)
L
PCMS
99 SOUTHM3-3
G28-1(CA)
J
M4-10(R)
D
ET
U
R
O
99 SOUTH M3-3
D
ETO
U
R
G28-1(CA)
M4-10(L)
L
PCMS
D
ETO
U
R
M4-10(L)
J
99 SOUTHM3-3
G28-1(CA)
D
ET
U
R
O
M4-10(R)
99 SOUTH
D
ET
U
R
O
M4-10(R)
M3-3
G28-1(CA)
J
SC9 (CA)
S
T
A
G
E
1 T
R
A
F
F
I
C
LEGEND:STAGE 1
STAGE 1
CONCEPTUAL STAGE CONSTRUCTION
C
O
N
S
T
R
U
C
T
T
H
IS
S
T
A
G
E
(R
O
A
D
W
A
Y
)
U
T
I
L
I
Z
I
N
G
T
E
M
P
O
R
A
R
Y
T
R
A
F
F
I
C
H
A
N
D
L
I
N
G
C
O
N
T
R
O
L
T
E
M
P
O
R
A
R
Y
I
M
P
A
C
T
S
A
T
T
I
E
I
N
A
N
D
N
E
W
D
R
I
V
E
8 5
A
A
N
D
D
R
I
V
E
8 5
B
SHERMAN WAY AT THE CONNECTION TO EXIST DRIVE 85A.
SYSTEMS 9a, 9b, 9c & 9d. REMOVE THE BARRICADES ON
CONSTRUCT DRIVE 85B ROADWAY INCLUDING DRAINAGE
BETWEEN STATION 17+15.1 TO STATION 23+19.20.
CONSTRUCT THE INFILTRATION DITCH NORTH OF CALDWELL
06-48740 CALDWELL INTERCHANGE TUL 99LAST UPDATE: 10/18/2022 ROUTE 99
RELOCATED DRIVE 85B
C
A
L
D
W
E
L
L
A
v
e
(A
v
e
2 8
0 )
Union Pacific Railroad Company
S
H
E
R
M
A
N
W
A
Y
DEVELOPMENT
SEQUOIA GATEWAY
Exist DRIVE 85A
SEQUOIA GATEWAY DRIVE
SOUTH FORK OF THE PERSIAN DITCH
STAGE -1 PHASE-1
CONVEYANCE/STORAGE DITCH
CONVEYANCE/STORAGE DITCH
1 2 3
4 15
6 7
8 9
20 1
2 3
4 25
6 7
8 9
30 1
2 3
4 35
6 7
8 9
40 1
2 3
4 45
6 7
RELOCATED
DRIVE 85B
"D85B" LINE
4' 4'12'12'
"R
2 " L
IN
E
+
2 6
.3
5 "R
2 " L
IN
E
+
1 1
.4
7 24" AFES
c
d
RSP
24" APC
b
a
6 DI TYPE G0
1 2 3
4 15
6 7
8 9
20 1
2 3
4 25
6 7
8 9
30 1
2 3
4 35
6 7
8 9
40 1
2 3
4 45
6 7
10 1
2 1
55 1
2 3
4 6
7 8
9 NOTE:
S
T
A
G
E
2 T
R
A
F
F
IC
WIDENED PORTION OF AVENUE 280 OC BR IS APPROXIMATELY 4-5 FEET HIGHER AT STATION 30+00, C1 ALIGNMENT THAN EXISTING STRUCTRE
PHASE 1CLOSEDOPENOPEN
PHASE 2OPENOPEN
STAGE 2SB OFF-RAMP
PHASE 3CLOSED
CLOSED
E
X
IS
T
N
B
O
F
F
-
R
A
M
P
T
O
G
A
S
S
T
A
T
IO
N
E
X
IS
T
N
B
O
F
F
-
R
A
M
P
T
O
C
A
L
D
W
E
L
L
A
V
E
.
OPEN
N
B
L
O
O
P
O
N
-
R
A
M
P
F
R
O
M
T
H
E
G
A
S
S
T
A
T
IO
N
N
B
L
O
O
P
O
N
-
R
A
M
P
F
R
O
M
C
A
L
D
W
E
L
L
OPEN
SB ON-RAMP
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
TEMPORARY DETOUR.
PAVE TEMPORARY PAVEMENT ON EXIST DRIVE 85B FOR
STAGE-2 PHASE-1
(
R
O
A
D
W
A
Y
&
S
T
R
U
C
T
U
R
E
)
C
O
N
S
T
R
U
C
T
T
H
I
S
S
T
A
G
E
STAGE-2 PHASE-2
(
R
O
A
D
W
A
Y
)
C
O
N
S
T
R
U
C
T
T
H
I
S
S
T
A
G
E
HANDELING PLAN.
PAVE. STRIPE CALDWELL AVE AS SHOWN ON TRAFFIC
(ROADWAY) BUILD CURB AND GUTTER, SIDEWALKS AND
STATION 309+20.71 "A1". CONSTRUCT THIS STAGE
CONCRETE BARRIER FROM STATION 306+22.18 "A1" TO
WITH PERMANENT PAVEMENT. RECONSTRUCT MEDIAN
THE SB OFF RAMP AND NB ON RAMP TO STATION 18+00
TRUCK APRONS). CONSTRUCT THE SB AUXILIARY LANE AND
FINAL (INCLUDING RAISED MEDIAN AND ROUNDABOUT
SIDEWALK ALONG CALDWELL PAVE CALDWELL AVE TO
SOUTHSIDE AND NORTHSIDE CURB, CURB RAMPS AND
DRAINS ALONG THE SB OFF RAMP. CONSTRUCT THE
16a, 16b, 16c, 16d, 17a, 17b, 17c, 17d, AND ALL DOWN
13b, 13c, 13d, 14a, 14b, 14c, 14d, 15a, 15b, 15c, 15d,
11a, 11b, 12a, 12b, 12c, 12d, 12e, 12f, 12g, 12h, 13a,
10d, 10e, 10f, 10g, 10h, 10i, 10j, 10k, 10l, 10m, 10n,
8c, 8d, 8e, 8f, 9a, 9b, 9c, 9d, 9e, 9f, 10a, 10b, 10c,
5i, 5j, 5k, 5l, 5m, 5n, 7a, 7b, 7c, 7d, 7e, 7f, 8a, 8b, 2d, 3a, 3b, 4a, 4b, 5a, 5b, 5c, 5d, 5e, 5d, 5f, 5g, 5h, INSTALL THE FOLLOWING DRAINAGE SYSTEMS: 2a, 2b, 2c,
REGRADE EXIST BASIN 1. CONSTRUCT BASIN 2 & BASIN 3.
AND CONSTRUCT MID VALLEY OH AND CALDWELL AVE OC.
EMBANKMENT INCLUDING EMBANKMENT BETWEEN OH AND OC
4, 5, 6, 7, 10 & RW 11. BUILD UP CALDWELL AVE
"A1" TO STATION 309+20.71 "A1". CONSTRUCT RW 1, 2,
MEDIAN CONCRETE BARRIER FROM STATION 306+22.18
CLOSE NO. 3 LANE SB RTE 99 MAINLINE. REMOVE EXIST
NORTH OF GAS STATION AND SOUTH OF CALDWELL AVE.
ACCESS ONLY. INSTALL BARRICADES ON EXIST DRIVE 85B
AND DRIVE 85A), RAMPS REMAIN OPEN FOR GAS STATION
DETOUR TO ACCESS CALDWELL AVE USING SHERMAN WAY
CLOSE NB ON/OFF-RAMP ACCESS TO CALDWELL AVE (USE
CLOSED
CLOSED
CLOSED
NB ON RAMP
C
A
L
D
W
E
L
L
A
v
e
(A
v
e
2 8
0 )
RELOCATED DRIVE 85B
Union Pacific Railroad Company
SOUTH FORK OF THE PERSIAN DITCH
LAST UPDATE: 10/03/2022
DEVELOPMENT
SEQUOIA GATEWAY
Exist DRIVE 85A
06-48740 CALDWELL INTERCHANGE TUL 99
LEGEND:
SB ON RAMP
SB OFF RAMP
ROUTE 99
STAGE 2
CONCEPTUAL STAGE CONSTRUCTION
5 Union Pacific Railroad Company
"A1SB1" LINE
"R
2 " L
IN
E
+
2 6
.3
5 "R
2 " L
IN
E
+
1 1
.4
7 "R
3 " L
IN
E
+
2 9
.0
0 "R
4 " L
IN
E
+
9 7
.1
9 "R
4 " L
IN
E
+
9 6
.0
0 7
8 3
7 8
7 8
2 305
305
"A1NB1" LINE
"A1SB1" LINE
RR R/W
R/W
A
P
N
: 1
1 9
-
0 1
0 -
0 0
8 (E
L
E
A
Z
A
R
&
V
A
L
E
R
IA
F
IG
U
E
R
O
A
)
(DINA RANCH LLC)
R/W
R
/
W
R/W
525.73'
.
'
.
40 45
50 55
60 8
9 1
2 3
4 6
7 8
9 1
2 3
4 6
7 8
9 1
S
T
A
G
E
3 T
R
A
F
F
IC
LEGEND:
C
O
N
S
T
R
U
C
T
T
H
IS
S
T
A
G
E
(R
O
A
D
W
A
Y
)
R
E
M
O
V
E
T
H
IS
S
T
A
G
E
(R
O
A
D
W
A
Y
)
OPEN NB ON AND OFF RAMPS.
STAGE 3 - PHASE 2
RAMPS.
RW 8 & RW 9. PAVE, STRIPE THE NORTHBOUND ON AND OFF
RAMP AT APPROXIMATELY STATION "A1" 320+30, RT. CONSTRUCT SYSTEMS: SYSTEM 1, INSTALL HMA SPILLWAY ALONG THE NB ON THE NB OFF RAMP. CONSTRUCT THE FOLLOWING DRAINAGE
FINISH TIE IN FOR THE NORTHBOUND ON RAMP AND CONSTRUCT
RAMP (DEVELOP DETOUR)
CLOSE THE EXIST NB LOOP ON RAMP AND THE EXIST NB OFF
STAGE 3 -PHASE 2
293+00 "A1 LINE" WITH PERMANENT PAVEMENT.
CONSTRUCT THE NB AUXILIARY LANE AND SHOULDER TO STATION STAGE 3 -PHASE 1
PHASE 1
PHASE 2
STAGE 3SB OFF-RAMPSB ON-RAMP
OPEN
OPEN
E
X
IS
T
N
B
O
F
F
-
R
A
M
P
T
O
G
A
S
S
T
A
T
IO
N
E
X
IS
T
N
B
O
F
F
-
R
A
M
P
T
O
C
A
L
D
W
E
L
L
A
V
E
.
E
X
IS
T
N
B
L
O
O
P
O
N
-
R
A
M
P
F
R
O
M
T
H
E
G
A
S
S
T
A
T
IO
N
E
X
IS
T
N
B
L
O
O
P
O
N
-
R
A
M
P
F
R
O
M
C
A
L
D
W
E
L
L
CLOSEDCLOSED OPEN
OPENCLOSEDCLOSED
NB OFF-RAMPNB ON-RAMP
OPEN
OPENCLOSED
CLOSED
CLOSEDCLOSED
C
O
N
S
T
R
U
C
T
T
H
IS
S
T
A
G
E
(R
O
A
D
W
A
Y
)
OPENOPEN
NB OFF
NB OFF
8'
12'
12'
4'
NB OFFNB OFF
12'
12'
4'
8'
273.20'
N13°29'9"W
NB OFF RAMP
10'
12'
10'12'
10'12'
10'12'
ROUTE 99
"R
1 " 1
9 +
0 0
.5
1 E
C
"R
1 " 1
7 +
1 7
.8
3 B
C
"R
1 " 1
4 +
8 2
.6
3 E
C
"R
1 " 1
2 +
7 3
.2
0 B
C
"R
1 " 1
0 +
0 0
.0
0 P
I
"R
1 " 8
+
5 0
.0
0 B
E
G
IN
(S
E
E
S
t
r
P
L
A
N
S
)
C
B
(T
Y
P
E
8 4
2 )
R
e
t
W
A
L
L
9 W
IT
H
CB (TYPE 842)
Ret WALL 8
(SEE Str PLANS)
DEVELOPMENT
SEQUOIA GATEWAY
C
A
L
D
W
E
L
L
A
v
e
(A
v
e
2 8
0 )
RELOCATED DRIVE 85B
Exist DRIVE 85A
ROUTE 99
Union Pacific Railroad Company
SOUTH FORK OF THE PERSIAN DITCH
06-48740 CALDWELL INTERCHANGE TUL 99LAST UPDATE: 11/09/2022 STAGE 3
CONCEPTUAL STAGE CONSTRUCTION
NB ON RAMP
NB OFF RAMP
HMA SPILLWAY
INSTALL
Rem INLET
DD
24" APC1
DI TYPE G2
DI TYPE G2
24" APC
DI TYPE G2
24" APC
24" AFES
RSP
a
b
c
a
b
c
d
e
f
3