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R/W
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ARROW ROUTE
FROM. RT. STA. 20+66.90 TO RT. STA. 21 +00.00
VARIES FROM 30' TO 50' R/W
SEE PLAN VIEW
1
22'
9' a
3
W
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-2.6X TO
-1.3X
0 ONLY AT LO(A' DONS SHOWN ON PLAN
ARROW ROUTE
FROM RT. STA. 14+00.00 TO RT. STA. 17+65.75
O.G. (TYP.)
2:1 TYP. IN
CUT OR FILL-
Q.G. (TYP-)
2:1 TYP. IN
CUT OR FILL
R/W
U
1z
6'
1
------ A_
L �
O ONLY AT LOCATIONS SHOWN ON PLAN
LOCUST AVENUE
FROM RT. STA. 35+20.04 TO RT. STA. 39+29.09
CITY OF FONTANA, CALIFORNIA
TYPICAL SECTION & DETAILS
[BRAWN BY: ARROW ROUTE SCALE
DESIGNED BY: ARROW ROUTE T LOCUST AVENUE As Noted.
DATE:
11/07/2002 MARK CHANGES
CHECKED BY DRAWING
_. NO.: - NO CHANGES RESIDENT ENGINEER DATE
..��•
CITY EN kER 'R
EC.. 5►T52 DATE "`��� 6 FIELD CHANCES
R/W
2' (TYP.)
r CO.G.
"--2:1 TYP. IN
CUT OR FILL
L- -
NJ
No. 31490 ►
(Exp. 12/31/08 P
CrVI
QF CALL
�P
U I CONSTRUCTION NOTES:
1 SAW CUT & REMOVE a portion of existing pavement.
2 PLACE (0.47' Thk.) Asphalt Concrete over (0.35' ThQ Cl. 2 Aggregate Base.
3 PLACE (0.41' ThQ Asphalt Concrete over (0.35' ThQ Cl. 2 Aggregate Base.
4 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area).
5 PLACE Asphalt Concrete Dike per Co. Std. Dwg. 117.
6 CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 130b.
6A CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 128a.
7 CONSTRUCT Sidewalk Type "C" per Co. Std. Dwg. 109.
8 CONSTRUCT Sidewalk & Ramp per Co. Std. Dwg. 110 (Sheet 1 & 2)
8A CONSTRUCT Sidewalk & Ramp per Caltrans Std. A88A (Case C)
9 CONSTRUCT 8" Curb & Gutter per Co. Std. Dwg. 115.
9A CONSTRUCT 8" Curb per Caltrans Std, A87A, Type A1-8.
10 SAW CUT existing RCP and CONSTRUCT Storm Drain Cleanout. per County
Std. 208. S.D.Cleanout O RLSta. 39+71 (X=4.00'. Y=9.00', V=2.39')
11 CONSTRUCT 5' x 1' R.C.B. w/ Flat Invert (use 10' max.
earth cover as shown in reinf. table) per State Std. D80.
12 CONSTRUCT Curb Outlet Structure per Co. Std. 210 (MODIFIED).
Transition 9' to 12" Curb Face as shown on the Pian and Profile Sheet.
13 INSTALL 36" Manhole Frame & Cover per Co. Std. 205
14 INSTALL 24" Manhole Frame & Cover per Co. Std. 204
15 REMOVE & DISPOSE of exist. corrugated steel pipe
16 EXTRA
117 REMOVE a portion of existing fence and INSTALL Type CL -4
Chain Link Fence along the proposed R/W per Caltrans Std. A85
18 RESET existing gate.
19 COLD PLANE (0.10' thk.) existing asphalt concrete pavement and Place
(0.10' Thk.) Type A Asphalt Concrete Overlay per Detail on Sht. 3 & 4.
U Utilities to be RELOCATED By Others.
(See Note U. of General Notes on Sheet No. 1)
COUNTY
of SAN BERNARDINO
ARROW ROUTE
DEPARTMENT
OF
PUBLICWORKS
' t
DRAWN BY
DESIGNED BY
O�
RECOMMENDED /APPROVED BY
MISCELLANEOUS DETAILS
00
R/W R/W CONSTRUCTION & UNDERGROUND UTILITY LEGEND 00
DJ
HZ
- a ASPHALT CONCRETE OVERLAY —4
~ j
3�' VARIES w
FO NTANA AREA
-61N(SEE ...PLAN) Q.G. (TYP.) `O O
k
ng WASPHALT CONCRETE PAVEMENT
SUBMITTED BY
a O
ASSISTANT DIRECTOR DATE
- (� N O
MG. �J GRADED EARTH .- 0
5raOwl 5 :21
VAR. FROM
W.O. NO.
SCALE
_---- VAR. 2.9X TO
-_ 3.4XLLI
-------!_------ __� TYP. IN
-.,. -, ..
_ _. - _ _,� _ __ _ _ CUT OR FlLLCONC. ROCK SLOPE PROTECTION o d
TOT. SHT'S.
CHIEF DESIGN ENGINEER
DATE
JL 81
LJLJz
AS SHOWN
2
--
DIRECTOR OF PUBLIC WORKS DATE
3 p
a
O ONLY AT LOCATIONS SHOWN ON PLAN PROPOSED SLOPE
W
EXISTING SLOPE Ito O
LOCUST AVENUE
FROM RT. STA. 37+12.98 TO RT. STA. 38+45.51 G GAS UNE
S SEWER MAIN z
- W WATER LINE
R/W E ELECTRIC LINE
VARIES FROM 30' TO 52' - SEE PLAN VIEW
T TELEPHONE LINE
35, TO 15'
g' 13' 23' TO 2' 5' Q.G. (TYP.)
z
_ O
...� 5
0 LEGEND:
k:2;1
VAR. FROM -2� - _
-3.5X To -1.4x -- TYP. IN A.B.= AGGREGATE BASE
CUT OR FILL
.c A.C.= ASPHALT CONCRETE
C.L.= CENTER LINE
D/W= DRIVEWAY
2 E.P.= EDGE OF PAVEMENT
FL= FLOWLINEIMP.=
O ONLY AT LOCATIONS SHOWN ON PLAN
IMPROVEMENT
L= LENGTH
O.G.= ORIGINAL GROUND
ARROW ROUTE P.G.= PROFILE GRADE
R/W= RIGHT-OF-WAY
FROM RT. STA. 21 +00,00 TO RT. STA. 22+72
SUR.= SURVEY
W= WIDTH
En
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O
R/W
O ONLY AT LOCATIONS SHOWN ON PLAN
ARROW ROUTE
FROM. RT. STA. 20+66.90 TO RT. STA. 21 +00.00
VARIES FROM 30' TO 50' R/W
SEE PLAN VIEW
1
22'
9' a
3
W
z
:3 VAR. FROM
-2.6X TO
-1.3X
0 ONLY AT LO(A' DONS SHOWN ON PLAN
ARROW ROUTE
FROM RT. STA. 14+00.00 TO RT. STA. 17+65.75
O.G. (TYP.)
2:1 TYP. IN
CUT OR FILL-
Q.G. (TYP-)
2:1 TYP. IN
CUT OR FILL
R/W
U
1z
6'
1
------ A_
L �
O ONLY AT LOCATIONS SHOWN ON PLAN
LOCUST AVENUE
FROM RT. STA. 35+20.04 TO RT. STA. 39+29.09
CITY OF FONTANA, CALIFORNIA
TYPICAL SECTION & DETAILS
[BRAWN BY: ARROW ROUTE SCALE
DESIGNED BY: ARROW ROUTE T LOCUST AVENUE As Noted.
DATE:
11/07/2002 MARK CHANGES
CHECKED BY DRAWING
_. NO.: - NO CHANGES RESIDENT ENGINEER DATE
..��•
CITY EN kER 'R
EC.. 5►T52 DATE "`��� 6 FIELD CHANCES
R/W
2' (TYP.)
r CO.G.
"--2:1 TYP. IN
CUT OR FILL
L- -
NJ
No. 31490 ►
(Exp. 12/31/08 P
CrVI
QF CALL
�P
U I CONSTRUCTION NOTES:
1 SAW CUT & REMOVE a portion of existing pavement.
2 PLACE (0.47' Thk.) Asphalt Concrete over (0.35' ThQ Cl. 2 Aggregate Base.
3 PLACE (0.41' ThQ Asphalt Concrete over (0.35' ThQ Cl. 2 Aggregate Base.
4 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area).
5 PLACE Asphalt Concrete Dike per Co. Std. Dwg. 117.
6 CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 130b.
6A CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 128a.
7 CONSTRUCT Sidewalk Type "C" per Co. Std. Dwg. 109.
8 CONSTRUCT Sidewalk & Ramp per Co. Std. Dwg. 110 (Sheet 1 & 2)
8A CONSTRUCT Sidewalk & Ramp per Caltrans Std. A88A (Case C)
9 CONSTRUCT 8" Curb & Gutter per Co. Std. Dwg. 115.
9A CONSTRUCT 8" Curb per Caltrans Std, A87A, Type A1-8.
10 SAW CUT existing RCP and CONSTRUCT Storm Drain Cleanout. per County
Std. 208. S.D.Cleanout O RLSta. 39+71 (X=4.00'. Y=9.00', V=2.39')
11 CONSTRUCT 5' x 1' R.C.B. w/ Flat Invert (use 10' max.
earth cover as shown in reinf. table) per State Std. D80.
12 CONSTRUCT Curb Outlet Structure per Co. Std. 210 (MODIFIED).
Transition 9' to 12" Curb Face as shown on the Pian and Profile Sheet.
13 INSTALL 36" Manhole Frame & Cover per Co. Std. 205
14 INSTALL 24" Manhole Frame & Cover per Co. Std. 204
15 REMOVE & DISPOSE of exist. corrugated steel pipe
16 EXTRA
117 REMOVE a portion of existing fence and INSTALL Type CL -4
Chain Link Fence along the proposed R/W per Caltrans Std. A85
18 RESET existing gate.
19 COLD PLANE (0.10' thk.) existing asphalt concrete pavement and Place
(0.10' Thk.) Type A Asphalt Concrete Overlay per Detail on Sht. 3 & 4.
U Utilities to be RELOCATED By Others.
(See Note U. of General Notes on Sheet No. 1)
COUNTY
of SAN BERNARDINO
ARROW ROUTE
DEPARTMENT
OF
PUBLICWORKS
TYPICAL SECTIONS &
DRAWN BY
DESIGNED BY
PROJ. ENGR.
RECOMMENDED /APPROVED BY
MISCELLANEOUS DETAILS
DJ
DJ
HZ
FO NTANA AREA
SUBMITTED BY
ASSISTANT DIRECTOR DATE
J.L REF.
W.O. NO.
SCALE
SHT. NO.
TOT. SHT'S.
CHIEF DESIGN ENGINEER
DATE
JL 81
HFOO
AS SHOWN
2
6
DIRECTOR OF PUBLIC WORKS DATE
8