HomeMy WebLinkAbout3332-2Ld
W
W
z
W
z
0
O.G.
W
z
0
w 0
v�
0 0
Z 0
DETAIL "A" -CURB RAMP
NTS
R/W
(CURB FACE)
NTS
O.G. J
O.G.
15° 48'59"
rn
it
RADII = 35' (CURB F
DETAIL "B" -CURB RAMP
NTS
FO NTANA AVE
NTS
CITY OF FONTANA, CALIFORNIA
=
AGGREGATE BASE
TYPICAL SECTIONS & DETAILS
=
ASPHALT CONCRETE
DRAWN:
VALLEY BLVD.
VALLEY B L D . AT HEMLOCK AVE.
SCALE: Noted
C.M.P.A. =
CORRUGATED METAL PIPE ARCHED
DESIGNED BY:
CO.
DATE:
11/07/2002
CENTER LINE
111111
CHECKED BY:
liri.t,• �Yl•G.
P OV
� �j _ •��
DRAWING NO.:
3332
2
6
ITY ENGINEER R.C.E. 51152 DATE:
=
DRAINAGE EASEMENT
X11111
=
EDGE OF PAVEMENT
E.P.R.
=
END PAVEMENT RETURN
IMP.
CONSTRUCT Sidewalk Ramp per Detail "B" on sheet 2 and per
X11111
O.G.
=
ORIGINAL GROUND
P.L.
=
PROPERTY LINE
P.G.
=
PROFILE GRADE
R/W
=
RIGHT OF WAY
S.E.
=
SLOPE EASEMENT
DETAIL "A" -CURB RAMP
NTS
R/W
(CURB FACE)
NTS
O.G. J
O.G.
15° 48'59"
rn
it
RADII = 35' (CURB F
DETAIL "B" -CURB RAMP
NTS
FO NTANA AVE
NTS
CITY OF FONTANA, CALIFORNIA
=
AGGREGATE BASE
TYPICAL SECTIONS & DETAILS
=
ASPHALT CONCRETE
DRAWN:
VALLEY BLVD.
VALLEY B L D . AT HEMLOCK AVE.
SCALE: Noted
C.M.P.A. =
CORRUGATED METAL PIPE ARCHED
DESIGNED BY:
CO.
DATE:
11/07/2002
CENTER LINE
111111
CHECKED BY:
liri.t,• �Yl•G.
P OV
� �j _ •��
DRAWING NO.:
3332
2
6
ITY ENGINEER R.C.E. 51152 DATE:
=
DETAIL "A" -CURB RAMP
NTS
R/W
(CURB FACE)
NTS
O.G. J
O.G.
15° 48'59"
rn
it
RADII = 35' (CURB F
DETAIL "B" -CURB RAMP
NTS
FO NTANA AVE
NTS
CITY OF FONTANA, CALIFORNIA
=
AGGREGATE BASE
TYPICAL SECTIONS & DETAILS
=
ASPHALT CONCRETE
DRAWN:
VALLEY BLVD.
VALLEY B L D . AT HEMLOCK AVE.
SCALE: Noted
C.M.P.A. =
CORRUGATED METAL PIPE ARCHED
DESIGNED BY:
CO.
DATE:
11/07/2002
CENTER LINE
MARK CHANGES
NO CHANGES RESIDENT ENGINEER DATE
FIELD CHANGES
CHECKED BY:
liri.t,• �Yl•G.
P OV
� �j _ •��
DRAWING NO.:
3332
2
6
ITY ENGINEER R.C.E. 51152 DATE:
CONSTRUCTION & UNDERGROUND UTILITY LEGEND
6f�
ASPHALT CONCRETE PAVEMENT
F, ',* 0 BASJ
ABBREVIATIONS LEGEND:
A.B.
=
AGGREGATE BASE
A.C.
=
ASPHALT CONCRETE
B.P.R.
=
BEGIN PAVEMENT RETURN
C.M.P.A. =
CORRUGATED METAL PIPE ARCHED
C.L.
=
CENTER LINE
C.R.S.P. =
CONCRETED ROCK SLOPE PROTECTION
C.S.P.
=
CORRUGATED STEEL PIPE
D.E.
=
DRAINAGE EASEMENT
E.P.
=
EDGE OF PAVEMENT
E.P.R.
=
END PAVEMENT RETURN
IMP.
CONSTRUCT Sidewalk Ramp per Detail "B" on sheet 2 and per
IMPROVEMENT
O.G.
=
ORIGINAL GROUND
P.L.
=
PROPERTY LINE
P.G.
=
PROFILE GRADE
R/W
=
RIGHT OF WAY
S.E.
=
SLOPE EASEMENT
SUR.
=
SURVEY
T.R.E.
=
TEMPORARY RIGHT OF ENTRY
IO I CONSTRUCTION NOTES: I
COUNTY OF SAN BERNARDINO
o�aw Bro''k- DEPARTMENT OF
r
o Z DRAWN BY DESIGNED BY PROJ. ENGR.
No. 0 z DJ DJ A.J.M.
Exp. !2/3!2/31/04
SUBMITTED BY
TF OF CALI�P
CHIEF DESIGN ENGINEER DATE
PUBLIC WORKS
RECOMMENDED /APPROVED BY
�J4,fvll 7( 1 - amt
ASSISTANT DIRtCTOR DATE
0
0
N
0000
Z
U_
VALLEY BLVD.
VALLEY BLVD. AT HEMLOCK AVE.
TYPICAL SECTIONS
AN D D ETAI LS
)4M a
.� ���10?, J.L. REF. W.O. N0. PLAN SCALE SHT. N0. TOT. SHT'S.
DIRECTOR OFF �PUBL� Cif " 19WORKS DATE JL8318 H13199
1" =40' 2 6
3332 2/6.
9
1
SAW CUT & REMOVE a portion of existing pavement & or concrete.
2
PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area)
3
PLACE (0.72' Thk.) Asphalt Concrete per Typical Section on Sheet 2 .
4
PLACE Asphalt Concrete Dike per County Std. Dwg. 117
(Cutoff all ends and walkways as shown per detail)
5
CONSTRUCT Sidewalk per S.B. County std. 109, Type
6
CONSTRUCT Sidewalk Ramp per Detail 'A' on sheet 2 and per
Caltrans Std. Dwg. A88, CASE C.
7A
CONSTRUCT Asphalt Sidewalk Ramp per S.B. County Std. Dwg 110A
7
CONSTRUCT Sidewalk Ramp per Detail "B" on sheet 2 and per
S.B. County Std. Dwg. 110A Modified (Omit Herring Bone Groves in Ramp)
8
CONSTRUCT 8" Curb & Gutter per County Std. Dwg. 115
9
CONSTRUCT Type "A' Catch Basin per County Std. Dwg. 206. (X=5', V= 2.19')
10
CONSTRUCT Storm Drain C. 0. per County Std. 208 (X=3',Y=3' & V=1.33')
(MODIFIED: Class 0 conc. & Construct Manhole Frame & Cover flush with top of C.O.)
11
CONSTRUCT STORM DRAIN CLEANOUT per San Bernardino Co. 208 & Caltrans Std. D82
culvert extention. (MODIFIED: Class D conc. X=5', Y=5', & V= 1.89')
O.G.
12
CONSTRUCT Local Depression per County Std. Dwg. 203 (MODIFIED C.F.=10' max).
( NOTE: C.B. Opening = 5' per County Std. Dwg. 203 )
13
CONSTRUCT CONCRETE PAVEMENT over top of C.M.P.A. per Concrete
Pavement Detail on sheet 3.
14
CONSTRUCT DRAINAGE INLET Per Caltrans Std. D73, Type G1 with type 24-12X grate.
----- --
15
CONSTRUCT WINGWALL per Caltrans Std. Dwg. D85, Type "D" (With Post
Pockets at each end)
16
CONSTRUCT 4' x 1' Concrete Box per Caltrans Std. Dwg. D80.
17
INSTALL CL -4 Chain Link Fence and use Post Pocket inserts for Post
installation in Top of Parapet per Caltrans Std. A85 & B11-47.
18
INSTALL 21"x15'x (0.109 Thk.) Corrugated Metal Pipe Arched.
19
INSTALL Class 2 Object Marker per Caltrans Std. A73A, Type L-1.
20
INSTALL 36' Manhole Frame & Cover per County Std. 205A and
Los Angles Co. Std. 2—D224, (Corner Connection)
21
INSTALL BICYCLE PROOF GRATE per Caltrans Std. D77B, type 24-10C.
22
REMOVE Existing and join proposed Chain Link Fence to Existing Fence.
23
INSTALL Type CL -6 Chain Link Fence per Caltrans Std. A85.
U
Existing utilities to be relocated by others.
(See note U per General Notes on sheet 1.)
COUNTY OF SAN BERNARDINO
o�aw Bro''k- DEPARTMENT OF
r
o Z DRAWN BY DESIGNED BY PROJ. ENGR.
No. 0 z DJ DJ A.J.M.
Exp. !2/3!2/31/04
SUBMITTED BY
TF OF CALI�P
CHIEF DESIGN ENGINEER DATE
PUBLIC WORKS
RECOMMENDED /APPROVED BY
�J4,fvll 7( 1 - amt
ASSISTANT DIRtCTOR DATE
0
0
N
0000
Z
U_
VALLEY BLVD.
VALLEY BLVD. AT HEMLOCK AVE.
TYPICAL SECTIONS
AN D D ETAI LS
)4M a
.� ���10?, J.L. REF. W.O. N0. PLAN SCALE SHT. N0. TOT. SHT'S.
DIRECTOR OFF �PUBL� Cif " 19WORKS DATE JL8318 H13199
1" =40' 2 6
3332 2/6.
9