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CONSTRUCTION NOTES
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QON ST.
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35.15
LF 30' RP
45
SEE SHEET 31
LINE 'A2'
BARK, ST.
N 00°31'00"W f !
I 1
43+72.49
=..ST STA 22+86.02
CONSTRUCT 48" RCP (D -LOAD PER PROFILE)
CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-0
CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD
PLAN D78 AND DETAILS ON SHEETS 32 AND 33
CONSTRUCT MANHOLE PIPE TQ PIPE PER APWA
STD PLAN 320-0
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 321-0
20'
I
0'
40'
80'
GRAPHIC SCALE: 1" = 40'
/44
4444,41.4.449.149494144491910
0
-17
46
• I
;.-4134
47
PROFILE SCALE
HORIZ: 1" : 40'
VERT: 1" : 4'
48
47+97.32 EC
47+76.22 BC
LINE A 30" RCP
N 00 31'00 W
8" V.C.P. SEWER
[ 2.. 46+0
-LINEA-336-"--1RCP
N 00 ° 31 (t0" W
LINE 'A'
8" WATERLINE
ifq
SCALE: 1"=4O'
0
DI AL
BEFORE
YOU DIG
)TWO WORKING
DAYS BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
--,------
94994.4.44,9494-lit.4
DATE
RECORD DRAWING
04-
47+25.00 MH SHAFT
= ST STA 26+37.86
49
48+48.89 EC
48+27.80 BC
-T-
50
r--
51
SANTA A
-I-
-T 1-
3
f 3
17
a
4
rj
ST 522 LFI 24" R6P
r
A AVE.
20' STORM DRAIN
EASEMENT
49+59.05 BC
4T+ Co
LINE A
N 13 ° 56 ' 44 " W
(TALINE A 30" RCP
KliNfOO 31 00 E
•
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT,
<L-
4./ STEVEN
K. GFFEN T•4.1
cK No. 42154 .7
Exp. 03F- 3::0 4 *
CI VI L
50+88.49 0 MH SHAFT
= ST STA 48+
LINEA
N 89°2
51+04.70 BC
51+40.04 EC
1.26
24" RCP
'18"
LINE A 30" ACP
7 'A 89 18 "
L=7.0', V=6.94' i
INDST STA 48+60.00 INLET
310ESS/
KTil 51+46.04 END 24" RCP'
'-}N (40°31' 42" W
50+86.73 Q INT LINE A
1Oi0p.00 LAT A-11
1O+02.48 INiVW/SIDEWALL
- -1960 -
7-
-r
STORM DRAIN CURVE (VI TA
0
A OR BEARING
RADIUS
LENGTH
TANGENT
A
13°25'43"
90.00'
21.09'
10.60'
B
13°25'43"
90.00'
21.09'
10.60'
C
89°59'18"
45.00'
70.68'
44.99'
D
90°00'00"
22.50'
35.34'
22.50' --,
= 50+88.48 LINE A
'It- EN -24" RCP
Nf44°2'18" E
ST STA 48+0.(000 INLET
L=7.0',N=6:'75,,
-31,3343
CONSULTING
PLANNING • DESIGN E CoNSTRUCTION
27555 YNEZ ROAD, SUITE 400
TEMECULA, CALIFORNIA 92591-4679
909.676.8042 • FAX 909.676.7240 • www.R13F.com
PREPARED UNDER THE SUPERVI
STEVEN K. GIFFEN
I. OF:
RCE N
DATE: 1 Z
42154 EXP. 3-31-04
loo
28
RECORD DA ING
MINE
NAM
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS FOR
TRACT 16074
DRAWN BY:
EC
DESIGNED BY:
SKG
CHECKED
gKC.SKG
LINE 'A'
Sta. 42.0.O ta. 51+46.04
f
OF W
r. I. V BY:
a 2/ 00
AC NG CITY ENGINEER R.C.E. 51152 DA
SCALE:AS SHOWN
JOB NUMBER
15-100187
DRAWING NO, 19
2902
36
10
0
87.G13 \DWG \DLV\187SD029.DWG