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29 LINE H BOT WAT= 1060.72
TOP SD= 1054.67
0+00.00 I` I
'� BEGIN 48" RCP LINE I i
CONSTRUCT HEADWALL
SEE RI TT
.1050.04 FL
( I
19 10 x1D'-x4.3' THICK
2 TON RIPRAP WITH
8- FILTEf2 FABRIC
MIRAFI-70OX OR`E:Q,
JOIN EXISTING CHANNEL / 26.5' 1,', 34' 3
(1049.76) -
EXISTING FL---- f - -L, 2
144'
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LEVATION 1064.0'
IPRAP THICKNESS=5.4'
NO.3 BACKING RIPRAP UP SIDE
SLOPES TO ELEVATION 1064.0'
T=0.6'
4" FABRIC COVER
(MIRAFI 70OX OR EQUIV.)
JOIR PROPOSED CHANNEL
11 7.77 37
END,48" RCP
{ i CONSTRUCT HEADWALL
1050.97 FL
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24" RCP (D-1600)
12
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10+00.00 LINE I
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PROFILE SCALE
HORIZ: 1" 40'
VERT: 1" 4'
= 15.2 cfs
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S i ELEV. I=
57.-20 - t---
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CONSTRUCT
ii
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W8 + Z
PROFILE SCALE
HORIZ: 1" 40'
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= 15.2 cfs
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CONSTRUCT
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13+45.46 t°
12" WA XING 24" SD o 0 0
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TOP SD=1057.70 + oil 06
If
(EX. R/W)-
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§ pp
FUTURE R/W LO
- - - (0
12" W -
1 13+05.88 LINE I 13+56.07
10+11.72 BC r,
SANTA ANA AVE. 36 =10+,5, 0 LAT I-1 28 END 24" RCP �r V)
12 `o (OMIT SHAFT) 1 N 13+34.40 EC M `O
25 24 I r,
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42 0 ---- - -_ - -
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- N m ...
N END 18 RCP
._, _,-40+09.14 LAT I-1
FUTURE R/W 25+34.11 q SANTA ANA AVE. N., cn
max.=`!1.
11
2.5' 4' 2.5'
CONSTRUCT
C'4
00
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O
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w
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REMARK
1
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(135,0-D)
11 10
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I � 33 ^.
13+45.46 t°
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If
(EX. R/W)-
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FUTURE R/W LO
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12 `o (OMIT SHAFT) 1 N 13+34.40 EC M `O
25 24 I r,
U - �- - -I - - - -I - U - - _
42 0 ---- - -_ - -
_ -_--= o >, X27
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- N m ...
N END 18 RCP
._, _,-40+09.14 LAT I-1
FUTURE R/W 25+34.11 q SANTA ANA AVE. N., cn
max.=`!1.
11
2.5' 4' 2.5'
U UCD
U U U
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CONSTRUCT
[ ,PROPOSED CHANNEL PER
DRAIN
DATA
_ w
U
U
Lo
z4k U
li
U
V
REMARK
1
N45°00'00"W
U O
O
--
.
;II TR 16074 STREET PLANS -PHASE 2
00
2
�-- 45°31'42"
`nL0o
00
U
9.44'
24"
�
0
N89°28'18"E
--
tO
00
00 W
00
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0 00
++
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N -00
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co�O
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2.5'
4'
2.5'
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U U U
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CONSTRUCT
[ ,PROPOSED CHANNEL PER
DRAIN
DATA
_ w
DELTA BRG
RADIUS
LENGTH
TANGENT
REMARK
1
N45°00'00"W
-`x
11.72'
--
.
;II TR 16074 STREET PLANS -PHASE 2
2
�-- 45°31'42"
`nL0o
17.88'
9.44'
24"
0
w �
N89°28'18"E
--
269.46
--
24"
RCP
i
45.00'
___35 _34'
18.64'
ao
m
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oo
a o
--
24
RCP
6
N00°00'00"E
137.77'
.
O
ZO
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N45°03'31"W
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to
SCALE: 1 "=10'
N
f
CONSTRUCTION NOTES
m
19 CONSTRUCT RIPRAP WITH FILTER FABRIC. SIZE & TYPE PER PLAN.
CD
27 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
0
o
"
O
0
Q�pFES SIS /p�yq ' ,' � r r 1% sA oil% in
k� W
C. `�• L i t �;LT gf}L,aLuLuL4
� tic
uj
,0.63494
�Exp. Sept, 30, 2006� ..-.�..4
°
- ..�..�... �
CIVIL U'
28
CONSTRUCT
STORM
DRAIN
DATA
DELTA BRG
RADIUS
LENGTH
TANGENT
REMARK
1
N45°00'00"W
--
11.72'
--
24
RCP
2
�-- 45°31'42"
22.50'
17.88'
9.44'
24"
RCP
3
N89°28'18"E
--
269.46
--
24"
RCP
4
n-- 45'00'00"
45.00'
___35 _34'
18.64'
24"
RCP
5
N44°28'18'E
--
--fl -.67'
--
24
RCP
6
N00°00'00"E
--
137.77'
--
48'
RCP
7
N45°03'31"W
--
57.54'
--
18"
RCP
28
CONSTRUCT
24 RCP (D -LOAD PER PROFILE)
00
29
CONSTRUCT
48" RCP (D -LOAD PER PROFILE)
j
33
CONSTRUCT
CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2(W=4')
N
w I
AND LOCAL
DEPRESSION PER CITY OF FONTANA STD DETAIL 121
c
DL
35
CONSTRUCT
MANHOLE PIPE TO PIPE PER APWA STD
PLAN 320-1
w
f--
36
CONSTRUCT
MANHOLE PIPE TO PIPE PER APWA STD
PLAN 321-1
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�AF�FCALW37 CONSTRUCT HEADWALL PER CALTRANS STD. D89 0
42 CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-2 0
oc
f -
i
REV. REVISION DESCRIPTION DTE ENGR. CITY DATE PLANNING DESIGN ■ CON 5TR U CTI O N 0
1 RECORD DRAWING �' BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED FESS �.�' D CITY OE F0 TA 9 CALIF®' IA
THE BEARINGS HEREON ARE QRS IO,y
EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO ��� �� A j 9! STORM DRAIN IMPROVEMENT PLANS FOR 0
AOF S NORTHA89 03N21E" EAST
YEARS OF THE DATE OF APPROVAL SHOWN ���� %!�9 F� ® ® ® 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -OFFSITE -PHASE 2
1-1
CHISELED Box IN HEREON AND CARRIED FORTH IN A z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: 00
PER PARCEL MAP N0. CONSULTING 909.676.8042 FAX 909.676.7240 www.RBF.com RJB RLS EL SD LINE SD LAT J-1 AS SHOWN g
DIAL TW❑ WORKING EASTERLY TOP CURB, DILIGENT MANNER THE CITY ENGINEER 4' No.43090 m
BEFORE DAYS BEFORE TAMARIND AVE.; 60' 12195, P.M.B.158/28-40; 1 Exp. 3/31/04 JOB NUMBER 0
"" FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO t LINE D LAT I-1 _
YOU DIG 500' SOUTH OF SLOVERT BEEN ROTATED BEARING
BRING THEM INTO CONFORMANCE WITH ��jF �I V 1� Eo��ti VISION OF: DESIGNED BY: 15-100187
YOU DIG o l EL/RJB/ CH AP OV s PREPARED U DER THE SU
TOLL FREE 1-800-227-2600 0 00 3s TO NORTH CONDITIONS AND STANDARDS IN EFFECT. or DRAWING N0. Q
DATE: 'L CHECKED B � � v 4 0
YT
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL TYL AN(ItE N0. 43090 EXP. 3-31-04 MAT 3335 5 i
ITY ENGINEER R.C.E. 51152 TE: _