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1 o DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE TYPICAL STRUCTURAL SECTIONS DESIGN DESIGNATION (ROUTE 10) EXISTING STRUCTURAL SECTIONS
SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS° 1 025' JPCP ADT (2008)= 2109333 D = 51 % EB9 49% WB 0.67' PCC 0.04' OGAC
1 0.10' HMA BB (TYPE A) ADT (2054)= 2789134 T =10% A 0.33' CTBD 0.15' TO 0.25' AC
20 SUPERELEVATIONS ARE SHOWN ON THE SUPERELEVATION DIAGRAMS° 0.50' LCB DHV = 229257 V = 75 MPH
0.67' AB
3. EXACT LOCATIONS AND TYPES OF HMA DIKE, CURB, CONCRETE BARRIERS TI (40) = 17 0o25' AC
AND MBGR ARE SHOWN ON THE LAYOUTS AND SUMMARY OF QUANTITIES 1 015' JPCP ESAL = 20996379829 B 0.75' AB 1 005' JPCP
SHEETS. 2 0.10' HMA BB (TYPE A) Ej_ 0.10' HMA BB (TYPE A)
0.50' LCB O o 25' AC 0.50' LCB
C
4. SEE STRUCTURE PLANS FOR BRIDGE DETAILS. ABBREVIATIONS 0.50' AB
3 NOT USED HMA BB HOT MIXED ASPHALT BOND BREAKER
0.70' JPCP
5. FOR LOCATION OF RETAINING WALLS9 SEE RETAINING WALL PLANS. LCBRS LEAN CONCRETE BASE RAPID SETTING F 0. 10/ HMA BB (TYPE A)
6. FOR LOCATION OF SOUND WALLS, SEE SOUND WALL PLANS. 0o85' JPCP RSC RAPID STRENGTH CONCRETE 0.40' LCB
4 0.10' HMA BB (TYPE A)
7. ALL DIMENSIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 0.40' LCB G 0o42' AC
0o67' AB ES
8. EXISTING PAVEMENT SECTIONS BASED ON AS -BUILT PLANS. 0o55' HMA (TYPE C) 2' 12' ES
ACTUAL SECTIONS MAY VARY. 5 0.75' AB ( CLASS 2 )
9. FOR LOCATION AND ELEVATION OF CHANNELS AND RCB CULVERTS, 2%
SEE DRAINAGE PLANS. 6 0o35' HMA (TYPE C) ����----
0035' AB (CLASS 2) FSP
10. THE CROSS SLOPE OF GUTTERS ON THE HIGH SIDE OF A ROADWAY SHALL
MATCH THE CROSS SLOPE OF THE ROADWAY.
0o85' JPCP (RSC) _ _ 5
1 1 o FOR ROCK BLANKET AND LANDSCAPING DETAILS9 SEE LANDSCAPE PLANS. 7 POLYETHYLENE FILM BOND BREAKER - - - OG SEE TYPICAL CROSS SECTION
0o40' LCBRS WHERE APPLICABLE
12. 0.35' AB SHALL BE PROVIDED FOR CONCRETE BARRIERS THAT
ARE NOT PLACED UPON PAVEMENTS OR STRUCTURES°1 025' JPCP (RSC) TYPICAL MAINTENANCE
13. ISOLATION JOINTS SHALL BE INSTALLED BETWEEN CONCRETE BARRIER 8 POLYETHYLENE FILM BOND BREAKER VEHICLE PULLOUT (MVP) DETAIL
AND ADJOINING JPCP. 0o50 LCBRS
ETW (FOR DETAILS NOT SHOWN, SEE STANDARD PLANS H9)
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PLANS APPROVAL DATE
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� SOON
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ANN CHEAH
09-08-11 w 52143 m
No.
PLANS APPROVAL DATE
�J
THE S TA TF OF CAL IFORNIA OR ITS OFF/CEPS �x Exp.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP
qTF
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COPIES OF THIS RL AN SHEET
ETW ES
PARSONS SANBAG
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3200 EAST GUASTI ROAD
1170 W 3RD STREET
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SUITE 200
ONTARIO, CALIFORNIA 91761 SAN BERNARDINS CA 92410
12'
GRINDING
Var R/W
SAWCUT & JOIN
Exist Pvmt
14.89/ TO 26.97'
ISOLATION Jt
3% & 3% &
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i
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---- --- -- --�
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A 7' �
Sta 715+00.00 TO 1 B Conc Chn I
Sta 728+92°00 1 SEE DRAINAGE PLANS
Sta 712+73.60 TO
Sta 715+00°00 Et_
EASTBOUND
"I-10" LINE Sta 712+73060 TO Sta 728+92000
ETW
''R5'' LINE
� R /W
Var
"B" LINE Fwy
ETW
12'
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SAWCUT & JOIN
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I
Var _1_ Var
0'-23'
GORE AREA
2% & PG
Var
34°8'-3702'
ETW ES
Var Var
1 2.0'-1 8.8 ' 8/-10/ 2'-
15°9'
CB ( TYPE 60 OR 60C)
CABLE RAILING
/- CABLE
SEE RW PLANS
2% &Var
�i°
Var
[:7]\
-51
RW 696
"R 5" Sta 706+23.81 TO
Sta 708+50.00
SEE RW PLANS
EASTBOUND
"B" LINE Sta 706+33075 TO "I-10" LINE Sta 712+73060
"B" LINE Fwy
ETW ES
12' 10' SEE Sht X-9 FOR "R5" EB ON-RAMP
GRINDING Typ X Sec
I
1 CB (T YPE 60C) SAWCUT & JOIN
Exist Pvmt
ISOLATION Jt i
I
2%
- - E - - -
CURB (TYPE D-4)
2% qo1 OR FLATTER
---
ROCK BLANKET
CURB (TYPE D -4)B SAWCUT & JOIN B
E A A
Exist Pvmt
2 ISOLATION Jt
WESTBOUND ROUTE 10 1 EASTBOUND
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"A" LINE Sta 696+06086 TO "I-10" LINE Sta 712+32041
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE _> 846800ca003odgn IS IN INCHES
0 1 2 3
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
NQ
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R�FESS10
REGISTERED CIVIL ENGINEER DATE e tiq�
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� SOON
� 0
ANN CHEAH
09-08-11 w 52143 m
No.
PLANS APPROVAL DATE
�J
THE S TA TF OF CAL IFORNIA OR ITS OFF/CEPS �x Exp.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP
qTF
THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F���
COPIES OF THIS RL AN SHEET
ETW ES
PARSONS SANBAG
67'
VAR 10'
3200 EAST GUASTI ROAD
1170 W 3RD STREET
0 -12
SUITE 200
ONTARIO, CALIFORNIA 91761 SAN BERNARDINS CA 92410
12'
GRINDING
Var R/W
SAWCUT & JOIN
Exist Pvmt
14.89/ TO 26.97'
ISOLATION Jt
3% & 3% &
x Exist CL
FENCE
- - Var Var CB ( TYPE 60C)
---- --- -- --�
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— — x
A 7' �
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EASTBOUND
"I-10" LINE Sta 712+73060 TO Sta 728+92000
ETW
''R5'' LINE
� R /W
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ETW
12'
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SAWCUT & JOIN
Exist Pvmt
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0'-23'
GORE AREA
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ETW ES
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15°9'
CB ( TYPE 60 OR 60C)
CABLE RAILING
/- CABLE
SEE RW PLANS
2% &Var
�i°
Var
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RW 696
"R 5" Sta 706+23.81 TO
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SEE RW PLANS
EASTBOUND
"B" LINE Sta 706+33075 TO "I-10" LINE Sta 712+73060
"B" LINE Fwy
ETW ES
12' 10' SEE Sht X-9 FOR "R5" EB ON-RAMP
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1 CB (T YPE 60C) SAWCUT & JOIN
Exist Pvmt
ISOLATION Jt i
I
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CURB (TYPE D -4)B SAWCUT & JOIN B
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Exist Pvmt
2 ISOLATION Jt
WESTBOUND ROUTE 10 1 EASTBOUND
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"A" LINE Sta 696+06086 TO "I-10" LINE Sta 712+32041
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE _> 846800ca003odgn IS IN INCHES
0 1 2 3
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PROJECT NUMBER & PHASE
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a
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28.6'
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7;
Var
88°3'-106°8'
Var
38°8'-70°1'
CB ( TYPE 60C)
ROCK BLANKET
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4°
1 OR F ATTER
°
HP
3'
I�
ETW
''R1 '' LINE
ES ETW I
10/ 24' 4' Var
1 1 8°7'-41 °1'
HP
3 CB
(TYPE i
I
PG
V5 0/. & ?% 27.
ROCK BLANKET
4:1 OR FLATTER
RCB SEE DRAINAGE PLANS WB ON-RAMP
ETW ''R1 " LINE Sta 690+30.00 TO Sta 693+66.27
''R1 LINE
R /W
Var
90°5'-102°5'
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Var Var Var J4' SEE Sht X-2 FOR
Var Var
6.2 /-1 9' 10 /-1 5 12/-23.7/ I Fwy Typ X Sec
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4:1 OR FLATTER
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''R1 '' LINE
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10/ 24' 4' Var
1 1 8°7'-41 °1'
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3 CB
(TYPE i
I
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V5 0/. & ?% 27.
ROCK BLANKET
4:1 OR FLATTER
RCB SEE DRAINAGE PLANS WB ON-RAMP
ETW ''R1 " LINE Sta 690+30.00 TO Sta 693+66.27
''R1 LINE
R /W
Var
90°5'-102°5'
ES ETW I ES
Var Var Var J4' SEE Sht X-2 FOR
Var Var
6.2 /-1 9' 10 /-1 5 12/-23.7/ I Fwy Typ X Sec
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4:1 OR FLATTER
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0°5'-15°5'
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x
CL -6
x
7VN L
Var
102°5'-127°5'
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Var Var
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ISEE Sht X-2 & X-5 FOR
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RW 688
SEE RW PLANS
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2%9-2%
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I
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- - - - I
x
TOTAL PROJECT
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SHEETS
08
Q
10
12.3/14.1
5
624
S-u-� '- C4
---t-
09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq�
W J
<�'
SOON
ANN CHEAH
09-08-11
w 52143 m
PLANS APPROVAL DATE
Or_ No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
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COPIES OF TB/S RL AN SHEET
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PARSONS
SANBAG
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1170 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
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Dist
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SHEETS
08
SBd
10
12.3/14.1
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624
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09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq�
W J
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SOON
ANN CHEAH
09-08-11
w 52143 m
PLANS APPROVAL DATE
Or_ No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
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THE ACCURACY OR COMPLETENESS
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COPIES OF TB/S RL AN SHEET
PARSONS
SANBAG
3200 EAST CUASTI ROAD
1170 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
Var
1 6°7'-18°7'
2%
HP
3'
CB
(TYPE 7368)
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DGN FILE => 846800cc004 odgn IS IN INCHES
0 2 3
WB ON—RAMP
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UNIT 2232
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REGISTERED CIVIL ENGINEER DATE e tiq�
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09-08-11
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PLANS APPROVAL DATE
No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS Exp.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
0
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COPIES OF TB/S RL AN SHEET
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10
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624
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REGISTERED CIVIL ENGINEER DATE e tiq�
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SOON
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09-08-11
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PLANS APPROVAL DATE
No.
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OR AGENTS SHALL NOT BE RESPONSIBLE
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PARSONS
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SAN BERNARDINO, CA 92410
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8'-1 0'
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SEE RW PLANS
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SEE RW PLANS
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SEE RW PLANS
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SEE RW PLANS
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE _> 846800ca006odgn IS IN INCHES
CABLE RAILING
SEE RW PLANS
RW 690W
SEE RW PLANS
CB (TYPE 60D)
CABLE RAILIN
SEE RW PLAN
RW 690W
SEE
RW PLANS
"R3" Sta
687+50000
TO Sta
691+00.00
CB
cn
No.
SHEETS
08
z
10
12.3/14.1
7
a
S-u-� '- C4`
--t-
09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq�
W W
<�'
SOON
ANN CHEAH
09-08-11
w 52143 m
0
Or_ No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR sT tiP
THE ACCURACY OR COMPLETENESS
OF SCANNED qTF of CAL,F���
COPIES OF TB/S RL AN SHEET
z
PARSONS
SANBAG
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1170 W 3RD STREET
SUITE 200
ONTARIO, CALIFORNIA 91761
SAN BERNARDINO, CA 92410
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ETW
"R3" LINE
ES ES
Var 4/1
9/-20/
CURB
(TYPE D-4)
401 OR
FLATTER
2%
PG
R/W
1Lili
3304'-3404'
ETW ES
24' 8 &
Var
2%
2%
ROCK BLANKET
EB OFF—RAMP
"R3" LINE Sta 683+67033 TO Sta 684+97045
CB (TYPE 736A)
SEE RW PLANS
4 0
SRW 680
SEE RW PLANS
CB (TYPE 736A)
SEE RW PLANS
SRW 680
SEE RW PLANS
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE _> 846800ca006odgn IS IN INCHES
CABLE RAILING
SEE RW PLANS
RW 690W
SEE RW PLANS
CB (TYPE 60D)
CABLE RAILIN
SEE RW PLAN
CB (TYPE 736B)
i
ETW
"R3" LINE
HP ES 1
3' 4'
1 1 .48'
2% &
Var/rPG
ROCK BLANKET
Var
5303'-6809'
36'
Dist
RW 690W
SEE
RW PLANS
"R3" Sta
687+50000
TO Sta
691+00.00
CB
(TYPE 60E
CB (TYPE 736B)
i
ETW
"R3" LINE
HP ES 1
3' 4'
1 1 .48'
2% &
Var/rPG
ROCK BLANKET
Var
5303'-6809'
36'
Dist
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
cv O
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
7
624
S-u-� '- C4`
--t-
09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq�
W W
<�'
SOON
ANN CHEAH
09-08-11
w 52143 m
PLANS APPROVAL DATE
Or_ No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR sT tiP
THE ACCURACY OR COMPLETENESS
OF SCANNED qTF of CAL,F���
COPIES OF TB/S RL AN SHEET
PARSONS
SANBAG
3200 EAST CUASTI ROAD
1170 W 3RD STREET
SUITE 200
ONTARIO, CALIFORNIA 91761
SAN BERNARDINO, CA 92410
ETW ES
8' Var
903'-2409'
2%& 2%&
2% & Var Var
V a r �- - --
f4] Sta 691+00 .0.0 TO
Sta 693+36.00` 7
Sta 693+36 0 00 TC
Sta 693+50 0 00 _
ROCK BLANKET
EB OFF—RAMP
"R3" LINE Sta 691+00.00 TO Sta 693+50000
ETW
"R3" LINE
I
HP ES 1
13'I 4'
r'o
1048'
Var
3505'-5303'
24% 36' & Var
R/W
ETW ES
Var
10'-1509'
0 1 2 3
"R3" LINE Sta 687+00000 TO Sta 691+00.00
UNIT 2232
R/W
CB (TYPE 736 Mod)
SEE RW PLANS
RW 680
SEE RW PLANS
CB (TYPE 736A OR
TYPE 736 Mod)
SEE RW PLANS
RW 680
SEE RW PLANS
TYPICAL CROSS SECTIONS ILLI LL]
PROJECT NUMBER & PHASE
NO SCALE
0800000744
>o
w
cl�o
X-6 a 0
O
NQ
oco
cv O
o0
o0
�0
W W
O O
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TYPICAL CROSS SECTIONS ILLI LL]
PROJECT NUMBER & PHASE
NO SCALE
0800000744
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0
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08 SBd 10
x
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S-u-� '- C4`
o'
a
09-08-11
w
R�FESS10
o-
REGISTERED CIVIL ENGINEER DATE �a e
� SOON
�0
ANN CHEAH
09-08-11
w 52143 m
a
a
z
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OR AGENTS SHAL L NOT BE RESPONSIBLE
0
=
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SCANNED of CAL,F���
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ETW
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3200 EAST CUASTI ROAD
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a
1 5' M in _
0
z
Q
z
w
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0
U
Q
R /W
x
CL -6
x
15' Min
Var
79°5'-94°0'
HP ES ETW
3'I 8'
7% &
Var
36'
7% & Var
ETW
"R4" LINE
I
ES
4Va r
0.
I 8°5'
Min
SEE Sht X-5 FOR "R2"
WB LOOP ON-RAMP
Typ X Sec
ROCK BLANKET
4:1 OR FLATTER
8/
CURB (TYPE B2-6)
WB OFF -RAMP
"R4" LINE Sta 694+24.50 TO Sta 697+00.00
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE _> 846800ca007odgn IS IN INCHES
SW 697
SEE SW PLANS
R /W
Var
35°7'-62°0'
HP ES ETW
20' Min 3'10'-22
& Var
1 OR FLATTER
4-.1
RCB SEE DRAINAGE PLANS
PERMANENT
UTILITY
Ease
z
POST MILES SHEET TOTAL
NQ
O
08 SBd 10
x
o0
S-u-� '- C4`
a
09-08-11
o0
R�FESS10
REGISTERED CIVIL ENGINEER DATE �a e
� SOON
�0
ANN CHEAH
09-08-11
w 52143 m
PLANS APPROVAL DATE
Or_ No.
cn
OR AGENTS SHAL L NOT BE RESPONSIBLE
FOR sT tiP
qTF
z
THE ACCURACY OR COMPLETENESS OF
SCANNED of CAL,F���
a
ETW
PARSONS
''R4'' LINE
3200 EAST CUASTI ROAD
111170AW 3RD STREET
SUITE 200
ONTARIO, CALIFORNIA 91761
SAN BERNARDINO, CA 92410
I
ES HP
24' _!_4' �3'�_
1 5' M in _
0
z
w
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Var
79°5'-94°0'
HP ES ETW
3'I 8'
7% &
Var
36'
7% & Var
ETW
"R4" LINE
I
ES
4Va r
0.
I 8°5'
Min
SEE Sht X-5 FOR "R2"
WB LOOP ON-RAMP
Typ X Sec
ROCK BLANKET
4:1 OR FLATTER
8/
CURB (TYPE B2-6)
WB OFF -RAMP
"R4" LINE Sta 694+24.50 TO Sta 697+00.00
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE _> 846800ca007odgn IS IN INCHES
SW 697
SEE SW PLANS
R /W
Var
35°7'-62°0'
HP ES ETW
20' Min 3'10'-22
& Var
1 OR FLATTER
4-.1
RCB SEE DRAINAGE PLANS
PERMANENT
UTILITY
Ease
1 1 %9
G 2 °&
P
1 1 %, 2° 5%
5% & Var Var
& Var �___
CB (TYPE 60)
Sta 701+24 TO
Sta 704+20
4 0 OR
FSA T TER
WB OFF -RAMP
"R4" LINE Sta 701+24000 TO Sta 710+90.21
R /W
30' & Va r
Sta 697+46 TO Sta 699+45
HP ES ETW
15/ Min 10/
SW 697
SEE SW PLANS
4 0 0R
0 1 2 3
7/9
& Var
ETW
''R4'' LINE
Var
35°7'-47°7
24'° 36' & Var
7% PG
& Var
i ES HP
4' 3'I 15/ Min
I
I
CB (TYPE 60)
Sta 700+00 TO
Sta 701+24
7%
&
Var
4.1 OR FSA TTER
WB OFF -RAMP
"R4" LINE Sta 697+00.00 TO Sta 701+24.00
UNIT 2232
Dist COUNTY ROUTE
POST MILES SHEET TOTAL
NQ
TOTAL PROJECT No. SHEETS
08 SBd 10
12.3/14.1 8 624
o0
S-u-� '- C4`
--t-
09-08-11
o0
R�FESS10
REGISTERED CIVIL ENGINEER DATE �a e
� SOON
�0
ANN CHEAH
09-08-11
w 52143 m
PLANS APPROVAL DATE
Or_ No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CERS E x p.
C I V I L
OR AGENTS SHAL L NOT BE RESPONSIBLE
FOR sT tiP
qTF
THE ACCURACY OR COMPLETENESS OF
SCANNED of CAL,F���
COPIES OF TB/S RL AN SHEET
ETW
PARSONS
''R4'' LINE
3200 EAST CUASTI ROAD
111170AW 3RD STREET
SUITE 200
ONTARIO, CALIFORNIA 91761
SAN BERNARDINO, CA 92410
I
ES HP
24' _!_4' �3'�_
1 5' M in _
1 1 %9
G 2 °&
P
1 1 %, 2° 5%
5% & Var Var
& Var �___
CB (TYPE 60)
Sta 701+24 TO
Sta 704+20
4 0 OR
FSA T TER
WB OFF -RAMP
"R4" LINE Sta 701+24000 TO Sta 710+90.21
R /W
30' & Va r
Sta 697+46 TO Sta 699+45
HP ES ETW
15/ Min 10/
SW 697
SEE SW PLANS
4 0 0R
0 1 2 3
7/9
& Var
ETW
''R4'' LINE
Var
35°7'-47°7
24'° 36' & Var
7% PG
& Var
i ES HP
4' 3'I 15/ Min
I
I
CB (TYPE 60)
Sta 700+00 TO
Sta 701+24
7%
&
Var
4.1 OR FSA TTER
WB OFF -RAMP
"R4" LINE Sta 697+00.00 TO Sta 701+24.00
UNIT 2232
TYPICAL CROSS SECTIONS ILLI LL]
PROJECT NUMBER & PHASE
NO SCALE
0800000744
>o
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X -7 a o
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NQ
O O
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W W
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PROJECT NUMBER & PHASE
NO SCALE
0800000744
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SEE RW PLANS
CB ( TYPE 60D)
71��
SW 697
SEE SW PLANS
T�� -
ETW
"R5" LINE
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iar VCal r
ROCK BLANKET
n
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ETW ES
12 1 8'
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Var
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4
Sta 699+00 0 00 TO
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' I Sta 695+73046 TO
Sta 699+00.00
EB ON—RAMP
"R5" LINE Sta 695+73046 TO Sta 700+26067
ETW
"R4" LINE
R /W
Var
5602'-6702' 1
HP ES ETW ES
R /W
CB (TYPE 736 Mod)
SEE RW PLANS
RW 696
SEE RW PLANS
7��
SEE Sht X-3 FOR I-10
Typ X Sec
RCB SEE DRAINAGE PLANS
ZOCK BLANKET
WB OFF—RAMP
"R4" LINE Sta 710+90.21 TO Sta 712+20.00
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 846800cc008.dgn IS IN INCHES
0 2 3
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 9 624
S-u-� '- C4` --t- 09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFF/CERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
CORiES OF TB/S RL AN SHEET
PARSONS
r
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SW 697
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ETW
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45.2'-6907'
ETW ES
12 1 8'
2% & 2/ &
Var Var
Var
13.2/-37.7/
CURB
(TYPE B1-4)
5% Max
�- ROCK BLANKET
4
Sta 699+00 0 00 TO
Sta 700+26.67 \
' I Sta 695+73046 TO
Sta 699+00.00
EB ON—RAMP
"R5" LINE Sta 695+73046 TO Sta 700+26067
ETW
"R4" LINE
R /W
Var
5602'-6702' 1
HP ES ETW ES
R /W
CB (TYPE 736 Mod)
SEE RW PLANS
RW 696
SEE RW PLANS
7��
SEE Sht X-3 FOR I-10
Typ X Sec
RCB SEE DRAINAGE PLANS
ZOCK BLANKET
WB OFF—RAMP
"R4" LINE Sta 710+90.21 TO Sta 712+20.00
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 846800cc008.dgn IS IN INCHES
0 2 3
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 9 624
S-u-� '- C4` --t- 09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFF/CERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
CORiES OF TB/S RL AN SHEET
PARSONS
r
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3200 EAST CUASTI ROAD SANBAG
SUITE 200 1170 W 3RD STREET
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12'
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ROCK BLANKET
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Var
45.2'-6907'
ETW ES
12 1 8'
2% & 2/ &
Var Var
Var
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5% Max
�- ROCK BLANKET
4
Sta 699+00 0 00 TO
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' I Sta 695+73046 TO
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EB ON—RAMP
"R5" LINE Sta 695+73046 TO Sta 700+26067
ETW
"R4" LINE
R /W
Var
5602'-6702' 1
HP ES ETW ES
R /W
CB (TYPE 736 Mod)
SEE RW PLANS
RW 696
SEE RW PLANS
7��
SEE Sht X-3 FOR I-10
Typ X Sec
RCB SEE DRAINAGE PLANS
ZOCK BLANKET
WB OFF—RAMP
"R4" LINE Sta 710+90.21 TO Sta 712+20.00
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 846800cc008.dgn IS IN INCHES
0 2 3
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 9 624
S-u-� '- C4` --t- 09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq
09-08-11
PLANS APPROVAL DATE
THE STATE OF CALIFORNIA OR ITS OFF/CERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMRL ETENESS OF SCANNED
CORiES OF TB/S RL AN SHEET
PARSONS
r
�SOON �N CHEAHw 52143 m
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��Exp��'
_ OF CAL
3200 EAST CUASTI ROAD SANBAG
SUITE 200 1170 W 3RD STREET
ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410
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PROJECT NUMBER & PHASE
NO SCALE
0800000744
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TYPICAL CROSS SECTIONS IL-1 Lij
PROJECT NUMBER & PHASE
NO SCALE
0800000744
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"R5" LINE
R /W
mI r
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U , U
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aw =
U o U
c__
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SEE Sht X-3 FOR 1-1 LVar
SHEET
0
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x
F_
No.
IF
08
Q
10
ES ES ETW ES
o'
F_
S-u-� '- C4
Var 4' Var 15' & Var
---t-
09-08-11
o-
9'-22' 19°0'-22°3' Var 2'-
REGISTERED CIVIL ENGINEER DATE e tiq�
0
�a
� SOON
3°3'
ANN CHEAH
09-08-11
w 52143 m
CB (TYPE 60)
a
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OF SCANNED qTF of CAL,F���
0
CURB (TYPE D-4) 1
PARSONS
U
CURB ( TYPE D-4) 4 01 OR 2% PG
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n
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FLATTER
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0
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Ld
"R5" LINE Sta 704+58.80 TO Sta 706+23.81
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R /W
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F 38°5'-40°0'
HP ES
1- 15" Min _3�4' I Va r � Va r -S
mI r
w m
QLL] o
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U , U
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U o U
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8/-15/
CABLE RAILING
SEE RW PLANS
RW 690E
SEE RW PLANS
CB ( TYPE 60D)
CB ( TYPE 736B)
CB (TYPE 736A)
SEE RW PLANS
RW 696
SEE RW PLANS
7��
CB (TYPE 736A)
SEE RW PLANS
RW 696
SEE RW PLANS
EB ON—RAMP
"R5" LINE Sta 702+60.00 TO Sta 704+58.80
ETW
"R5" LINE
R /W
HP ES L Var
3' 4' F 40°0'-45°2'
ETW ES
1 1 °48 24' 8' Var
8°1'-
13°2'
2%
&
2%1
& PG r 2% &
Var V
0
-.-I-
R
ROCK BLANKET
2% & 2% &
Var Var
--.
I
CURB
(TYPE B1 -4)
ROCK BLANKET
CB (TYPE 736A)
SEE RW PLANS
� I rRW 696
SEE RW PLANS
EB ON—RAMP
"R5'' LINE Sta 700+26.67 TO Sta 702+60.00
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3
DGN FILE => 846800cc009.dgn IS IN INCHES
UNIT 2232
Dist
c__
ROUTE
x
SHEET
0
0
x
F_
No.
SHEETS
08
Q
10
12.3/14.1
o'
F_
S-u-� '- C4
w
---t-
09-08-11
o-
R�FESS10
REGISTERED CIVIL ENGINEER DATE e tiq�
0
�a
� SOON
r
ANN CHEAH
09-08-11
w 52143 m
cn
a
a
OR AGENTS SHALL NOT BE RESPONSIBLE
z
w
OF SCANNED qTF of CAL,F���
0
=
PARSONS
U
3200 EAST CUASTI ROAD
o
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CB (TYPE 736A)
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RW 696
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RW 696
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EB ON—RAMP
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R /W
HP ES L Var
3' 4' F 40°0'-45°2'
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1 1 °48 24' 8' Var
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SEE RW PLANS
RW 696
SEE RW PLANS
7��
CB (TYPE 736A)
SEE RW PLANS
RW 696
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ETW
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R /W
HP ES L Var
3' 4' F 40°0'-45°2'
ETW ES
1 1 °48 24' 8' Var
8°1'-
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12.3/14.1
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REGISTERED CIVIL ENGINEER DATE e tiq�
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09-08-11
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PLANS APPROVAL DATE
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THE STATE OF CALIFORNIA OR I TS OFF/CERS E x p.
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RW 21
SEE RW PLANS
R/W
ES
7505'
"C" LINE
6505'
R/W
ES
R/W
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8'
SW
on
CURB
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0.33' MINOR Conc
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50'
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"C" LINE Sta 18+50 TO Sta 20+96
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 846800ca010odgn IS IN INCHES
Var
-- W-
ES
Var
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SEE RW PLANS
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0.33' MINOR Conc
UNIT 2232
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ROUTE
POST MILES
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TOTAL PROJECT
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08
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12.3/14.1
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R/W
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DGN FILE => 846800ca010odgn IS IN INCHES
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-- W-
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R/W
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Dist
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ROUTE
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7505'
66'
52'
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TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
1 2
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DGN FILE => 846800ca011 odgn IS IN INCHES
0 2 3
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PLANS APPROVAL DATE
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3200 EAST CUASTI ROAD
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SUITE 200
SAN BERNARDINO, CA 92410
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PLANS APPROVAL DATE
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"C" LINE Sta 38+34 TO Sta 44+10
71 .5 /
ETW
52'
SW
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62'
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09-08-11
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THE STATE OF CALIFORNIA OR ITS OFF/CERS E x p.
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71 .5 /
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52'
SW
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(TYPE A2-8)
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62'
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I
ETW
10'
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2'
CURB
(TYPE Al -8)
ETW
1 8'
FS
2'
NORTHBOUND
"C" LINE Sta 38+34 TO Sta 45+57
69'
62'
44'
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OR LANDSCAPING
CURB
(TYPE Al -8)
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BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 846800ca013odgn IS IN INCHES
CURB
(TYPE A2-8)
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0 2 3
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TOTAL PROJECT
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12.3/14.1
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09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq�
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09-08-11
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PLANS APPROVAL DATE
� No.
THE STATE OF CALIFORNIA OR ITS OFF/CERS E x p.
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ONTARIO, CALIFORNIA 91761
SAN BERNARDINO, CA 92410
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ETW
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2'
NORTHBOUND
"C" LINE Sta 38+34 TO Sta 45+57
69'
62'
44'
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OR LANDSCAPING
CURB
(TYPE Al -8)
CHERRY Ave
"C" LINE Sta 36+56 TO Sta 38+34
BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE
DGN FILE => 846800ca013odgn IS IN INCHES
CURB
(TYPE A2-8)
--------------
5
0 2 3
R/W
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SBd
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12.3/14.1
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09-08-11
R�FESS��
REGISTERED CIVIL ENGINEER DATE e tiq�
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PLANS APPROVAL DATE
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THE STATE OF CALIFORNIA OR ITS OFF/CERS E x p.
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12.3/14.1
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09-08-11
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REGISTERED CIVIL ENGINEER DATE e tiq�
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09-08-11
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SAN BERNARDINO, CA 92410
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.ATTER
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ETW 18'
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TOTAL PROJECT
No.
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08
SBd
10
12.3/14.1
1 5
624
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---t-
09-08-11
ROFESS10
REGISTERED CIVIL ENGINEER DATE e tiq�
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SOON
ANN CHEAH
09-08-11
w 52143 m
PLANS APPROVAL DATE
cc� No.
THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS Exp.
C I V I L
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR sT tiP
THE ACCURACY OR COMPLETENESS
OF SCANNED qTF of CAL,F���
COPIES OF TB/S RL AN SHEET
PARSONS
SANBAG
3200 EAST CUASTI ROAD
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SUITE 200
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SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
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CURB
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2%-
35.56 /
%
WASHINGTON Dr
"W" LINE Sta 10+40 TO Sta 11+25.00
—
-----—— — — — — — —
"V" LINE
35056'
68'
5043'
-I-
CURB-\
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TYPICAL CROSS SECTIONS
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BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744
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