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TABLE
LINE
BEARING
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90'03'20"
22.50
35.36
22.52
C2
85'07'21 "
22.50
33.43
20.66
C3
85'07'21 "
45.00
66.85
41.32
C4
90'00'00"
45.00
70.69
45.00
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29'55'37"
45.00
23.50
12.03
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I APN 0243-131-46
I APN 0243-131-52
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
20'
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LINE TABLE
RCP, D -LOAD PER PROFILE
LINE
BEARING
LENGTH
L1
N45'1 O'02"W
6.96
L2
S89'46'38"W
17.32
L3
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15.76
L4
S77'07'50"E
27.21
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I APN 0243-131-46
I APN 0243-131-52
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1000 YR SPILLWAY 12 0
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N MAPLE AVENUE SEX ST CL & TR. BNDRY
O2
INSTALL 24
RCP, D -LOAD PER PROFILE
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INSTALL 30"
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OCONSTRUCT
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PARKWAY DRAIN PER APWA STD. 151-1 (S=42"),
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SEE DETAIL
ON SHEET 3
OCONSTRUCT
MANHOLE PER A.P.W.A. STD. PLAN 322-1,
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OCONSTRUCT
HEADWALL PER CALTRANS STD. D89,
SEE DETAIL
ON SHEET 4
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PROP. 8" WATER
STD. D94B,
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PER DETAIL
ON SHEET 3
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12
CONSTRUCT
20' WIDE, 3.5" THICK CONCRETE SPILLWAY
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O2
INSTALL 24
RCP, D -LOAD PER PROFILE
O3
INSTALL 30"
RCP, D -LOAD PER PROFILE
OCONSTRUCT
PARKWAY DRAIN PER APWA STD. 151-1 (S=42"),
SEE DETAIL
ON SHEET 3
OCONSTRUCT
MANHOLE PER A.P.W.A. STD. PLAN 322-1,
SEE DETAIL
ON SHEET 3
OCONSTRUCT
HEADWALL PER CALTRANS STD. D89,
SEE DETAIL
ON SHEET 4
OINSTALL
CONCRETE FLARED END SECTION PER CALTRANS
STD. D94B,
PER DETAIL ON SHEET 4
OCONSTRUCT
GROUTED RIP RAP PER PLAN AND
PER DETAIL
ON SHEET 3
9O
CONSTRUCT
6' DIAMETER BY 25' DEEP MAXWELL CONC. CHAMBER
PER DETAIL
ON SHEET 4
10
CONSTRUCT
15' WIDE 5" THICK CONCRETE MAINT. ACCESS ROAD
SEE DETAIL
ON SHEET 3
11
CONSTRUCT
MODIFIED PARKWAY DRAIN PER APWA STD. 150-2
PER DETAIL
ON SHEET 3 (REPLACE 4" PIPES WITH 4"X14"
RECTANGULAR
CAST IRON PIPE, ALHAMBRA A-470 OR
APPROVED EQUAL)
12
CONSTRUCT
20' WIDE, 3.5" THICK CONCRETE SPILLWAY
PER DETAIL
ON SHEET 3
13
CONSTRUCT
CONCRETE BLANKET PER APWA STD. 225-1,
SEE DETAIL
ON SHEET 4
14
TRENCHING
PER CITY OF FONTANA STD. DWG. NO. 1031
15
INSTALL TRASH RACK PER MODIFIED APWA STD. 361-0 OR
APPROVED EQUAL. SEE DETAIL ON SHEET 4
GRAPHIC SCALE
4-0 0 20 40 80
o( IN FEET )
`N ,,,-EX. CURB & GUTTER I�NG�1
-- -- - 1 t 04GI y 1 inch = 40 ft.
DATE ENGR. CITY DATE BASIS OF BEARINGS: sm
THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
BEING N89'46'38"E PER M.B. 193/1-2
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� 6e%
BENCH
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �, 3 %��
BENCH MARK: # 255 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO a No. 65195 rD
LOCATED AT THE INTERSECTION OF * 1- N
ALDER AVENUE AND MILLER AVENUE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Expl 9-30-07
DATE 9/67 ELEV 1358.51 PK NAIL 9T CIVIC
WEST END SW CURB RETURN e�FCALIF�
�•3• t ELEVATION: 1358.51 STANDARDS IN EFFECT.
T GA DEVELOPMENT & ENGINEERING, INC.
PLANNING AND CIVIL ENGINEERING
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764
(909) 581-7212 PHONE (909) 581-7217 FAX
MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-07)
_/'1
DATE
160
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: JAJ LINE "A-1 "' "A" & "B" �'" AS SHOWN
DESIGNED BY: LATERALS 1113-1 " & 1113-2" DATE APR 2006
JAJ
CHECKED BY: APPROVED BY- DRAWING NO.: 2
/zMJGqrY ENGINEEW R.C.E. 51152 DATE 4043 4