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191
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84.99'
120.36'
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31 32 PROFILE 33
SCALE: HORIZ 1"=40'
VERT 1"=4'
22
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CURB RETURN DATA
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STREET IMPROVEMENT PLANS
EE DETAIL
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ON SHEET3.
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82.61'
84.99'
120.36'
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ON SHEET 3.
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STREET IMPROVEMENT PLANS
EE DETAIL
L
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ON SHEET3.
35.00'
82.61'
84.99'
120.36'
C
91'02'0
20.00'
31.78'
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17'4940"
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E.P. RETURN DATA
® I R I L I T
B 13507'54" 19.50' 45.99' 47.23'
89'35'43" 125.00' 139.09' 124.82'
N
22
�p�` �• /� N= 5078.7729
E= 5199.8706
CP
? \`�S. �P % s91 0{t
\ \ ?r's \) %. n n 62 5� ��� 69.94 TC
x N` -T- �j \ \ /Q O H , N 0.7 69.40 LIP
0 9-\ \ j .63 TC '69.74 TG -
1
13n .P
l0 70. TC / 0.51f
70.09 FL 70.36 TC
70.56 TC I 0.50 a I O 69.88 FL
9y 70.06 FL
- -- - - ------------------------------ ------
r F
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+
S89.46'4YW IM
N= 4984.9997 31 32
E= 4999.9601 S89'46'43"W
EXISTING 18' C.M.P.
DETAIL "D"
SCAM 1'=20'
CITY OF FONTANA, CALIFORNIA
CURB RETURN DATA
STREET IMPROVEMENT PLANS
R
L
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A
135' 14'0
35.00'
82.61'
84.99'
120.36'
C
91'02'0
20.00'
31.78'
6
D
17'4940"
70.00'
21.78'
10.98'
E
127'03'58"
3.00'
6.65'
6.03'
F
13514'05'
3.00'
6.65'
6.03'
G
44'59' 11"
3.00'
2.36'
1.24'
H
7(73224'
3.00'
3.69'
2.12'
22
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E= 5199.8706
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x N` -T- �j \ \ /Q O H , N 0.7 69.40 LIP
0 9-\ \ j .63 TC '69.74 TG -
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l0 70. TC / 0.51f
70.09 FL 70.36 TC
70.56 TC I 0.50 a I O 69.88 FL
9y 70.06 FL
- -- - - ------------------------------ ------
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+
S89.46'4YW IM
N= 4984.9997 31 32
E= 4999.9601 S89'46'43"W
EXISTING 18' C.M.P.
DETAIL "D"
SCAM 1'=20'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:Co.
VALLEY BLVD.
VALLEY BLVD. AT HEMLOCK AVE.
-
SCALAs Noted
DESIGNED BY:
Co.
DATE:
11/07/2002
MARK CHANGES
NO CHANGES RESIDENT ENGINEER DATE
FIELD CHANGES
CHECKED BY•OVE
e'I'� r KC •
B !1
DRAWING NO.:4
3332,
6
TY ENGINEER R.C.E. 51152 DATE:
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.
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 conc. X=5', Y=5', & V= 1.89')
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. D776, 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
a)oFESszp"q DEPARTMENT OF PUBLIC WORKS
� � sr
.0 2 Z DRAWN BY DESIGNED BY PROD. ENGR. RECOMMENDED /APPROVED BY
¢ `Y No. 31490 DJ DJ A.J.M.
Exp. 12/31/04
* * 6
jF CIVIC- PtJ� SUBMITTED BY ASSISTANT DIRE OR / DA
�CHIEF DESIGN ENGINEER1-- DATE DIRECTOR OF PUBLIC WORKS DA
VALLEY BLVD.
VALLEY BLVD. AT HEMLOCK AVE.
FROM STA. 29+57.76 TO STA. 32+18.17
J.L. REF. W.O. NO. PLAN SCALE SHT. N0. I TOT. SHT'S.
JL8318 H13199 1 1'=40' 1 4 6