HomeMy WebLinkAbout3742-40
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BASIS OF BEARINGS: I LEGAL DESCRIPTION:
BEARINGS ARE BASED ON THE WESTERLY LINE OF
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
AS SHOWN ON THE AMENDING MAP OF TRACT 13750,
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
INCLUSIVE, IN THE OF19CE OF THE COUNTY RECORDER
OF SAN BERNARDINO COUNTY, BEING NORTH 00'30'24'
WEST.
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
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
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
NAVD 88 -1508.56 (FEET)
�K NOTE:
CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO START
OF CONSTRUCTION.
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE
NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
MERIDIAN, COUNTY OF SAN BERNARDINO.
_ DIG �L E ► T
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
99000Ra dna-ur/k(;
CRIMSON STREET
SOIL ENGINEER
Centex Homes ALBUS-KEEFE and ASSOC., INC.
2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET
Corona, CA 92880 ANAHEIM, CA 92806
Ph. (909) 279-4000 Ph: (714) 630-1626
Fax: (909) 273-2100 Fax. (714) 630-1916
DATE I ENGR. I CITY I DATE
D
O
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.
SEAL -ENGINEER
o QgOF ESS/0
ca t -r,
LU
CY-1 NO. C041983
EXP. 3/31/06
ST CN k
9TF OF CA`\���
----rte
CURVE DATA
SEWER LATERALS LOCATION (BY STATION)
RADIUS
LOT NO.
DESIGN STA.
'AS BUILT STA."
BACKWATER
VALVE
35
17+98.89
17 t 98.89
-
YES
36
16+68.29
/G f G8.29
-
YES
37
16+52.29
CoJt 52, Z9
-
YES
38
15+21.69
/5 t 2 /• G9
NO
-
39
15+05.69
/S' t 0.5. C9
-
YES
40
13+75.09
/9 fi - 7,S 09
-
YES
41
13+59.09
/3 t.55, 09
-
YES
42
12+26.68
/2 f 24. 48
NO
-
43
11+56.68
// t .5G, 60
NO
-
44
10+86.78
/0 f 8G 78
NO
-
45
10+67.38
/U f 67.3.3
NO
-
46
9+71.19
9 t -71-15F
NO
-
47
9+85.08
9 t 85.08
NO
-
48
10+59.86
/0 t 59.86
NO
-
49
12+17.46
/2 + 17-46
NO
-
52
13+26.03
/3 7` 2G, 03
-
YES
53
14+45.82
/ t 45.82
54
14+65.88
/4 t 66. 88
-
YES
55
15+89.37
/5 yl -e-4,3;71
NO
-
61
16+91.37
/6 t9(. 37 I-
YES
----rte
CURVE DATA
0
0
0
0
0
0
ENG 11N SERI SC
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PREPARED BY• RIS . CU R.C.E. NO. 41983
EXP. DAT /31
CONSTRUCTION NOTES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 6.
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT
PER CITY OF FONTANA STD. NO. 125 AND 1258, IN
LANDSCAPE AREAS.
REMOVE TEMP. END PLUG AND JOIN PROP. SEWER.
INSTALL BACKWATER DEVICE. GRAPHIC SCALE
CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE,
40 0 20 40 80
BEDDING PER DETAIL ON SHEET 6.
1 " = 40'
CITY OF FONTANA, CALIFORNIA
DATE. 0 7-" ,SSS
DRAWN BY:
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
10'05'13"
405.00'
71.30'
35.74'
0
0
0
0
0
0
ENG 11N SERI SC
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PREPARED BY• RIS . CU R.C.E. NO. 41983
EXP. DAT /31
CONSTRUCTION NOTES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 6.
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT
PER CITY OF FONTANA STD. NO. 125 AND 1258, IN
LANDSCAPE AREAS.
REMOVE TEMP. END PLUG AND JOIN PROP. SEWER.
INSTALL BACKWATER DEVICE. GRAPHIC SCALE
CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE,
40 0 20 40 80
BEDDING PER DETAIL ON SHEET 6.
1 " = 40'
CITY OF FONTANA, CALIFORNIA
DATE. 0 7-" ,SSS
DRAWN BY:
SEWER IMPR VEMENT PLANS
SCALE:
OS
CRI N STREET
AS SHOWN ABOVE
DESIGNED Y:
FROM 72' OF MILLBROOK WAY
DATE:
OS
T 8' F ROOK WAY
AUGUST 2004
CHECKED BY:
APP VED BY:
7 D'OT
DRAWING NO.:
4
SBC
J.M.
3742
6
IT ENGINEE R.C.E. 51152 DATE: