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PROFILE VIEW
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SCALE:
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® SCALE: 1'=20'
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EXIST. 18" C.M.P.
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1070
1065
1060
#5 BARS 6" O.C.
CLASS D MINOR CONC.-
(MINOR STRUCTURE)
VARIES FROM
---1/r R
14 BARS W .: C.
CONCRETE PAVEMENT DETAIL
NTS
ff
3'
C.L.
;,0033'32' / /
NOTE:
SEE PLAN & PROFILE SHEC T 4
13
S6746'43" W
DETAIL "C" INLET STRUCTURE LAYOUT
NTS
CITY OF FONTANA, CALIFORNIA
TYPICAL SECTION & DETAILS
DRAWNBY:Co.
VALLEY BLVD.
VALLEY BVD. AT HEMLOCK AVE.
SCALE: Noted
DESIGNED BY:
Ca•
DATE:
11/07/2002.
MARK CHANGES
NO CHANGES RESIDENT ENGINEER DATE
FIELD CHANGES
CHECKED BY.•
E,L IV.0
AP16ROV
D P33.32.
DRAWING NO.:
3
6
IN ENGINEER R.C.E. 51152 DATE:
111111
1070
1065
1060
#5 BARS 6" O.C.
CLASS D MINOR CONC.-
(MINOR STRUCTURE)
VARIES FROM
---1/r R
14 BARS W .: C.
CONCRETE PAVEMENT DETAIL
NTS
ff
3'
C.L.
;,0033'32' / /
NOTE:
SEE PLAN & PROFILE SHEC T 4
13
S6746'43" W
DETAIL "C" INLET STRUCTURE LAYOUT
NTS
CITY OF FONTANA, CALIFORNIA
TYPICAL SECTION & DETAILS
DRAWNBY:Co.
VALLEY BLVD.
VALLEY BVD. AT HEMLOCK AVE.
SCALE: Noted
DESIGNED BY:
Ca•
DATE:
11/07/2002.
MARK CHANGES
NO CHANGES RESIDENT ENGINEER DATE
FIELD CHANGES
CHECKED BY.•
E,L IV.0
AP16ROV
D P33.32.
DRAWING NO.:
3
6
IN ENGINEER R.C.E. 51152 DATE:
•
0
U CONSTRUCTION NOTES:
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 "C*.
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 D 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 cont. X=5', Y=5', & V= 1.89')
12 CONSTRUCT Local Depression per County Std. Dwg. 203 (MODIFIED C.F.=1(' 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. 080.
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
FWEEssjosq DEPARTMENT OF PUBLIC WORKS
o y DRAWN BY DESIGNED BY PROJ. ENGR. RECOMMENDED /APPROVED BY
No. 31490 MA.J.M.
Exp. 12/31/04 DJ W
CXV1 P~P SUBMITTED BY ASST ANT DIREC R ATE
F 0� CALIF _ -
ll -1 -oL � a •'yy�Q,W, 11 9 dZ
CHIEF DE GN ENGINEER DATE DIRECTOR OF PUBLIC WORKS DA E
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VALLEY BLVD,
VALLEY BLVD. AT HEMLOCK AVE.
TYPICAL SECTIONS
AND DETAILS
8
J.L. REF. W.O. NO. PLAN SCALE SHT. N0. TOT. SHT'S.
JL8318 H13199 10=40' 3 6 3
33 3 2 3,40