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54.8 P.E.
STA. 16+64.89 ST. STA.
q CB - .,I„
W= 4.0' ; V= 4.6'
TC=1649.69
10+00
L O r "A
STA. 10+38.50 SWR X-ING
BOT. SD = 1644.89
TOP SWR = 1640.34
r
46.0 P.E.
,
32' 32
20' I 20
z
J
z
Im
11+00 10+00
54.54f'5 EP. E.
PROP. LAT 'A'
SEE PROFILE
HEREON 52.5 P. E.
STA. 10+63.12 WTR X-ING
BOT SD = 1645.00
TOP WTR = 1643.98
ST. STA. 16+85.341
CB - "J"
W=14.0': V= 3.8'
TC=1649.10 f'
50.5 P. E.
jrQ r
48.5 P.E.
11+
FUTURE' JVAI TER
O JA/L1rY 3A S1j\1
FER LINE
11\1FRA S rR Jr rJRAF
�L141\1S
EXISTING LINE "C-8"
WATER QUALITY LINE "C" PER
LINE "C" INFRASTRUCTURE SD
IMPROVEMENT PLANS
DWG NO. 3803
GRAPHIC SCALE
40 0 20 40 80
1 " = 40'
BASIS OF BEARINGS:
DELTA/BEARING
LEGAL DESCRIPTION:
BEARINGS ARE BASED ON THE WESTERLY LINE OF
TANGENT
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH; RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
-
NORTHEAST 114 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
MERIDIAN, COUNTY OF SAN BERNARDINO.
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
®
N52°52'57"E
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
45.81'
-
RECORDER OF SAN BERNARDINO COUNTY, BEING
N00°39'13"W
-
BENCH MARK:
-
Q
REV.
REVISION DESCRIPTION
35.34'
22.50'
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
N89020'47"E
-
97.68'
-
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
19"56'30"
0 v
31.32'
15.82'
G
N70°42'43"W
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
73.09'
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
N54°20'50"E
-
21.77'
-
1
NO2'27'43"E
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
21.12'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
N45-39'1 3"W
/,
KECORD 192AWIAIG
-
RIP -RAP PAD SHALL BE 5.5 FEET IN LENGTH BY 3.45 IN WIDTH.
18
12+00 13+00
8 9 VT_cBSl.0'
TA. 10+36.11-
- "H ; V=5.0'
TC=1' 36.70
�O
37.0 P.E.
CPJE
/� SEE
HER
36.7 P.E. 7 STA.
M.NSTA. 12+89.35 LA=STA. 10+00.00 C
STA 12+02.43
13 (K M.N. SHAFT
STA. 12+01.44 LAT "B" q� INT.
=STA. 10+00.00 CP "B -
STA. 11+83.7 BC
1 STA. 11+57.36 LAT "B" INT.
=STA. 10+00.00 CP "B-1 " C
STA. 10+58.00
REMOVE CONCRETE
ULKHEAD)
PROP. LAT "B" f1, 8
SEE PROFILE 36.4 P.E.
HEREON
� 4 11+00
o CP "B_1.
SEE PROFILE 2
o g HEREON H
N Q
417 8 181 ST.C� TA. E +07.59
36.2 P.E. W=14.0' ; V=5.0'
STA. 10+50.00 GB C=1633.87
(REMOVE CONCRETE 15
BULKHEAD)
CONCRETE COLLAR
O�
W
:zo
Q_
14+00
STA. 13+94.24 AWR X-ING
BOT SD = 1630.T
TOP SWR. = 16200
TSTA. 13+48.11 EC
STA. 13+16.79 BC
ST. STA. 10+,711-00 8 g1 11
c6 -0 Cj
W=14.0' ; V=4.5'
TC=1634.94 1
41.0 P.E.
STA. 10+09.90 WTR X-ING
BOT SD = 1629.68
TOP WTR. = 1628.65
STA. 12+19.11 EC
1A
STA. 10+13.61 WTR X -
BOT SD = 1628.81
TOP WTR. = 1627.78
2 ST. STA. 11 +83.79 8 18
CB - "F"
W=21.0' ; V=4.5'
I TC=1633.93
102
CP "B-2" r
SEE PROFILE 37.E P.E.
HEREON
i�
10+00
11+00
SD PIPE
+
12" STEEL CONDUCTOR
BLOWN SAN
3/4 WIDE X 0.045 THICK
STAINLESS STEEL BAND
(BY OTHERS)
4" X 4" ROUGH REDWOOD SKIC
CUT TO BEAR ON CONDUCTOR
(BY OTHERS)
OWNER/DEVELOPER SOIL ENGINEER
Centex Homes ALBUS-KEEFE and ASSOC., INC. 99 99
1265 Corona Pointe Court 1011 N. AIRMAN DO STREET
LAT LD
Corona, CA 92879 ANAHEIM, CA 92806
Ph: (951) 279-3000 Ph: (714) 630-1626
Fax: (951) 279-2100 Fax: (714) 630-1916
DATE ENGR. CITY DATE 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
/07�os ,' vt EFFECT.
SEC"MN A -A
CD / f A m
,/ "No. 6 68
D(P. QG30 0
q CIVIL
OF CA���j
SEAL -ENGINEER
NTS
C"
PROFILE SCALES
HORIZ.: 1 "=40'
VERT.: 1 "=4'
10+00 DATA
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
N00"37'12"W
-
18.18'
-
®
N52°52'57"E
-
45.81'
-
C
N00°39'13"W
-
183.77'
-
D
89°59'53"
22.50'
35.34'
22.50'
E
N89020'47"E
-
97.68'
-
F
19"56'30"
90.00'
31.32'
15.82'
G
N70°42'43"W
-
73.09'
-
H
6
N54°20'50"E
-
21.77'
-
1
NO2'27'43"E
-
21.12'
-
J
N45-39'1 3"W
-
20.51'
-
CONSTRUCTION NOTES
O
CONSTRUCT
18" RCP (D -LOAD PER PROFILE)
A
O
CONSTRUCT
24" RCP (D -LOAD PER PROFILE)
D2
O
CONSTRUCT
30" RCP (D -LOAD PER PROFILE)
LAT. "B"
O
CONSTRUCT
36" RCP (D -LOAD PER PROFILE)
24"
O
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-2.
---
WATER O
CONSTRUCT
LOCAL DEPRESSIONS AT CATCH BASIN CASE A PER APWA STD.
PLAN 313-1.
LATERAL
48°06'56"
24"
---
10
CONSTRUCT
CONCRETE FLARED END SECTION PER CALTRANS STD. PLAN D94B.
1 1
CONSTRUCT
MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1.
CP "13-3"
13
CONSTRUCT
MANHOLE PER APWA STD. PLAN 321-1.
2.71'
14
CONSTRUCT
TRANSITION STRUCTURE PER APWA STD. PLAN 340-1.
1629.70
15
CONSTRUCT
CONCRETE COLLAR PER APWA STD. PLAN 380-2.
16
CONSTRUCT
12" CONDUCTOR TUBE PER WVWD STD W-23. (SEE DETAIL ON
SHEET 3)
17
CONSTRUCT
1/4 TON RIPRAP (T=3.0') WITH GRAVEL OVER MIRAF1 BLANKET
OR EQUAL.
RIP -RAP PAD SHALL BE 5.5 FEET IN LENGTH BY 3.45 IN WIDTH.
18
CONSTRUCT
LOCAL DEPRESSIONS AT CATCH BASIN CASE B PER APWA STD.
PLAN 313-1.
JUNCTION STRUCTURE DATA
MAIN LINE
LATERAL
STRUCTURE TYPE
A
B
C
D2
L
ELEV. "S"
ELEV. "R"
LAT. "B"
CP "B-1"
TS 340-1
55°00'02"
24"
1.80'
_
30"
36"
---
1628.26
1628.32
LAT. "B"
CP "B-2"
MH 321 -1
48°06'56"
24"
---
30"
30"
4.66'
1628.72
VAT. "B"
CP "13-3"
MH 322-1
45'00'00"
1 24"
2.71'
24"
30"
---
1629.70
1629.81
QVVESSIONq�AEI�T`CASC
E� G I NE E P_ I Iii (::7i DRAWN BY -
wARIC M. TORftEf50
Of No. 66068 � 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
ix 06-30-06 06-30-06 '� PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY.,
D.J.D. /0.
�� e FI V C A EXPPA� ED BY: ARIC 0 . REYSON R.C.E. N0. 66068 CHECKED BY:
DATE: 6:5
A.M.T.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
-- LATERAL "A", LATERAL "B'
SCALE:
LATERAL
CP B-,�j, CP 1-2 SB
& CP -31
PP)AN D PROFILE DATE:
JUNE 2005
APP VED BY:
1Z. Z `�DRAWING NO.: 3
� 3853
CI Y ENGINEER R.C.E. 51152 DATE: