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12+00
A.P.N. 0237-131-18
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t ��N 89'47'00" E 05.18. , l
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AND 18" GUTTER
A.P.N. 0237-131-27
LINE "A"
O
II
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TANGENT
( I
A
36'04'34"
22.50'
7.33'
14.17'
I
4554'28"
22.50'
II
17.86'
26'
25,
6 I,
I 32' I
1 32'
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B
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STA 10+20.94
STA STA 10+20.94 3
(976.331N
51
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=20+90.64
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977:74 INV
D=3.25'
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R=977.74
S=977.33
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TANGENT TABLE
NUMBER DISTANCE
BEARING
T1 15.52'
N 53'42'26" E
T2 2.92'
N 46'58'28" E
12+00
A.P.N. 0237-131-18
o
t ��N 89'47'00" E 05.18. , l
EXISTING $ CURB aca
AND 18" GUTTER
A.P.N. 0237-131-27
LINE "A"
O
DELTA
RADIUS
TANGENT
LENGTH
A
36'04'34"
22.50'
7.33'
14.17'
B
4554'28"
22.50'
9.53'
17.86'
13+00
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987.37, —
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7 A.P.N. 0237-131 -1'9 15
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PUNCH 1 " HOLE IN
PIPE TO RECEIVE
LUG
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2„ CL
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3" X 1/2" BARS
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DETAIL "A"
DETENTION/WiLTRATION —
BASIN \
STA 13+57.86_'NATURA.L G'OUND-�
END PIPE 985.00
987 � Q
STA 1 154.94
INV
CONC
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KID
SCE GRATE BARS PARALLEL TO FLOW
ATE AND FRAME SHALL BE GALVANIZED
SEC110N "A -A"
CMP -INLET DETAIL
\ 990.38
\NATURAL GROUND __ll\
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N.T.S.
5'ToRIV DRAM CONMW77 yV MOM&
50 CONSTRUCT 18" H.D.P.E. PIPE.
51 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2.
52 CONSTRUCT CMP RISER PER DETAIL ON SHEET 2.
53 CONSTRUCT CONCRETE COLLAR PER A.P.WA. STD. 380-3.
54 CONSTRUCT 18" R.C.P., D-1350.
55 PROTECT EXISTING GRATE INLET IN PLACE. RECONSTRUCT IF REQUIRED.
56 SAW -CUT AND REMOVE EXISTING AC PAVEMENT, REPLACE PER APWA STD.133-2.
57 SAW -CUT AND REMOVE EXISTING SIDEWALK AT EXPANSION JOINTS, REPLACE
PER CITY OF FONTANA STD. PLAN NO. 1015.
58 SAW -CUT AND REMOVE EXISTING CURB AND GUTTER, REPLACE PER CITY
OF FONTANA STD. PLAN NO. 1003.
59 CONSTRUCT 18" DIA. EQUIVALENT ARCHED C.M.P.(HOT DIPPED SMOOTH INTERIOR), D-1350.
60 CONSTRUCT CONCRETE ENCASEMENT..
61 CONSTRUCT 1" NEOPRENE WRAPPED THEN CONCRETE ENCASED EX. VCP SEWERLINE.
s civi oP��P 0 10 20 40 60
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SCALE:1 "=20' Last Update: 3/21/07
N:\2580\2580SD02.dwg
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
p O ��(tOFESS/pyq� lhienes�En�gineeri�ng�, Nnc CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��``�y �F�F Ftic�
=9 MOI CAU HEMLOCK AVENUE STORM DRAIN
'` ti 14)Wl-*e» M(7uNI-f»3
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL prt W 9z n DRAWN BY. SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, '—-` * Prepared Under Th upervision Of MSR LAN A D PROFILE AS SHOWN
R.c.E No. stt7s
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: L� "A" ATESYSTEM) DATE.
J' Exp. s -3o-07
BEFORE DAYS BEFORE p TJD
YOU DIG You DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9T CIV 1L �20 CHECKED BY: AP vED B :
STANDARDS IN EFFECT. F FO e : `L• DRAWING NO.: 2
TOLL FREE 1-800-227-2600 OF C A�\ J. ELEH RCE Nd. 6Y178 TJD / -Z7-07 4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Rf_CcKP ORAwl"&S 6,/0 C NGINEER R.C.E. 51152 DATE: 2