38'
8 " C
S
P
8 " C
S
P
8 " C
S
P
8 " C
S
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8 " C
S
P
8 " C
S
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8 " C
S
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8 " C
S
P
(1
0 ) -
3 6
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C
P
3 0
" R
C
P
8 " C
S
P
8 " C
S
P
8 " C
S
P
8 " C
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18"CSP
1 8
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P
C
1 8
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P
C
2 4
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C
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2 4
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C
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b
l 2
4 "R
C
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D
b
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4 "R
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1 8
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b
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8 "A
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C
3 0
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C
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3 0
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C
P
3 0
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C
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(1
0 ) -
3 6
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C
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(5
) -
4 8
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C
P
(5
) -
4 8
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C
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(5
) -
1 4
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9 .5
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C
B
3 0
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P
3 0
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S
P
2 4
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S
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12"CSP
1 8
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S
P
12"CSP24"CSP
30"CSP
12"CSP
18"CSP
12"CSP
3 6
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S
P
3 6
"C
S
P
2 4
"C
S
P
2 4
"C
S
P
2 4
"C
S
P
3 0
"C
S
P
3 0
"C
S
P
3 0
"C
S
P
3 0
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S
P
2 4
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4 "C
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b
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b
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1 8
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18"APC
3 6
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C
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3 6
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3 0
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P
3 0
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1 2
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5 4
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5 4
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8 'X
6 'R
C
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8 'X
6 'R
C
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2 4
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2 4
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12"CSP
RCB UNKNOWN SIZE
RCB UNKNOWN SIZE
2 4
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2 4
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2 4
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2 4
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SR-74
(55')(55')
WALL
Exist
12'11'11'11'6.5' 11'
WB EB
1.5'
14.5'12'12'12'
Shld
12'12'12'12'12'
SR-74
WB EB
4'
(62.5')(64'-78')
8'
WALKWAY
SR-74
EBWB
12'12'12'12'15.5'
(61')
R/WR/W
(67')(67')
6'(6') 2'
MEDIAN
RAISED
65'-79'
14'
GRADED SLOPE
NEW WALL OR
11'11'11'11'-12'0'-0'-6'
Shld
SR-74
14'11'11'11'
WB EB
(59.60')(58.40')
4.9'
6.5'6.5' 11'11'14' 11'11'
Shld
R/W
Exist
R/W
Exist
(69')(71')
R/W
Exist
R/W
Exist
(54.5')59'-67'
R/W
70.9'-77.3' 64'
R/W
(15'-4") Min VERTICAL Clr
I-15 BRIDGE SOFFIT
5'-18'
11'-12' 2' 12.5'-14'11'-12'11'-12'
10.5'
7.5'-
SR-74
EBWB
12'12'11' 6'
42'-56'
5'
Shld
12'12'12'12'12'
62'
6'
Shld
0'-12'
R/W
Exist
R/W
Exist
6'
72'
R/W
(56'-66')(60')
2:1
2:1
(6.5')(8')(6') (8')
SWSW
SWSW
SW
SW SW
SW
2% 2%
2%
53.10'51.90'
12'
SLOPE
4:1 FILL
HINGE
SHOULDER
6'2'
TO STA 71+46
FROM STA 64+86
RETAINING WALL
OG
EP
OG
FG 2%
12' 12' 12' (14') & Var
TURN LANE
MEDIAN/
PAINTED
SIDEWALK
(6')
Exist
LINE
CONSTRUCTION
DEXTER Ave
R/W
Exist
R/W
Exist
10.5'
8.8'-
R/W
EP
(30')(30')
(32') & Var36'
11'12'11'11'12'
SLOPE
2:1 FILL
SHOULDER
4'
6.5'
SW
2'
HINGE
6'
EP
2:12% 2%
14'
36' 41'
LINE
CONSTRUCTION
DEXTER Ave
7 55
60657075
1 2
3 4
6 789123467891234
6 8
4 60
657075
1 2
3 4
6789123
6 180
185
190191
7 8
9 1
2 3
4 6
7 8
9 1170
1135
1140
1145
1150
1155
1160
1165
1175
1180
11851190
1195
1200
1205
1210
1215
1220
1225
1230
4 6
7 8
9 1
2 3
4 6
7 8
9 1
2 3
4 6
7 8
9 1
2 3
4 6
7 8
9 1
2 3
4 6
7 8
9 12346789
123
4 6
7 8
9 1
2 3
4 6
7 8
9 1
2 3
4 6
7 8
9 1
2 3
4 6
7 8
9 1
2 3
70 3
65 75
4 6
7 8
9 1
2 3
4 95 8686
90 1
0 0
7 8
9123
4 6
7 8
9 200
205
210
212
7 8
9 1
2 3
4 6
7 8
9 1
6 80
85 7
8 9
1 2
3 4
6 4
0 5
10 15 2
0 2
5 30
35 1
2 3
4 6
7 8
9 1 2 3 4 6 7 8 9
1 2
3 4
6 7
8 9
1 2
3 4 6 7 8 9
354045
346789123467
1295
1295
1295
1295
1300
1300
1300
1 3
0 0
1305
1305
1280
1280 1280
1285
1285
1285 1285
1290
1290
1290 1290
12951295
1295
1295
13001300
1300
13051305
1305
1310
1310 1310
1295
1295
1300
1 3
1 0
1325
1 3
2 5
1 3
3 0
13151315
1 3
2 5
1295 1295
1295
1295
1295
13051
3 0
5 C
E
N
T
R
A
L
A
V
E
C
R
A
N
E
S
T
3 R
D
S
T
COLLIER AVE
H
U
N
C
O
W
A
Y
COLLIER AVE (SR-74)
1 0
T
H
S
T
COUNTY OF RIVERSIDE
CITY OF LAKE ELSINORE
11TH
ST C
R
A
N
E
S
T
A
L
L
A
N
S
T
DEXTER PL
3 R
D
S
T
2 N
D
S
T
SB ON-RAMP
I-15 SB
I-15 NB
R
IV
E
R
S
ID
E
D
R
(S
R
-7
4 )
R
IV
E
R
S
ID
E
D
R
LE
N
NA
HC
O
R
O
T LED OYORRA
SITE
WALMART
SUPER
SITE
HOTEL
LA QUINTA
SITE
PLAZA
CENTRAL
SITE
DEALER
HONDA
SB OFF-RAMP
DEXTER AVE
NB OFF-RAMP A
R
ED
G
U
M
D
R
DEXTER AVE
3230' WEAVING LENGTH
18.9'
CAMBERN AVE CAMBERN AVE
DEVELOPMENTS BY OTHERS
LEGEND:
A A
B B
C C
H
H
DD
A
L
L
A
N
S
T
C
E
N
T
R
A
L
A
V
E
(S
R
-7
4 )
CONARD AVE
CAMINO DEL NORTE
W
A
S
S
O
N
C
A
N
Y
O
N
W
A
S
H
DEVELOPMENTS BY OTHERS
ADDITIONAL RIGHT OF WAY REQUIREMENTS
E
N
T
E
R
P
R
IS
E
D
R
COSTCO
FITNESS
LA
LOWE'S
NEWNEW
MOD
MOD
MOD
MOD
NEW
1/2
MOD
HIGH SCHOOL
TEMESCAL CANYON
OFF-RAMP TO WB SR-74
ALTERNATIVE 3 - NB HOOK RAMPS WITH NB LOOP
1-15/SR-74 INTERCHANGE IMPROVEMENTS
CITY OF LAKE ELSINORE
NB ON-RAMP
NB OFF-RAMP C
B
OFF-RAMP
NB LOOP
4415' WEAVING LENGTH
3990' WEAVING LENGTH 1200' Aux LANE
HTGNEL GNIVAEW '0655
1300' Aux LANE
1000' Aux LANE TO RAMP A
1300' Aux LANE BETWEEN SUCCESSIVE EXITS
600' Aux LANE
DECEMBER 2019
G
G
EE
SR-74 EAST OF CAMBERN AVE
E-E TYPICAL SECTION
SR-74 BETWEEN DEXTER AVE & CAMBERN AVE
D-D TYPICAL SECTION
SR-74 BETWEEN NB OFF-RAMP A & DEXTER AVE
C-C TYPICAL SECTION
SR-74 UNDER I-15 BRIDGE STRUCTURES
B-B TYPICAL SECTION
SR-74 BETWEEN COLLIER & SB RAMPS
A-A TYPICAL SECTION
DEXTER AVE SOUTH OF NB HOOK RAMPS TERMINAL
H-H TYPICAL SECTION
DEXTER AVE NORTH OF CENTRAL AVE
G-G TYPICAL SECTION
RIGHT OF WAY REQUIREMENTS
PROPOSED SIDEWALKS/RAISED MEDIANS
CUT SLOPE
FILL SLOPE
AC PAVING / OVERLAY
CONCRETE PAVING