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R ROAD IL
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58.2 P. E.
PROP. 24" SD
LINE "C-5"
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II
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LANE //L INT.
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-12+56.57 MILLBROOK
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n 78
II 58.2 P.E. _
_ — //LMH NO. 14
N74 -02'08"E moon
1
11+97.36 6 ST. STA.
X11+97.
DEERWOOD LANE
79
57.1 P.E.
3' MAX SIZE NATIVE
SOIL COMPACTED 95%
BASIS OF BEARINGS LEGAL DESCRIPTION:
BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE
THE NORTHEAST QUARTER OF SE011ON 23, TOWNSHIP NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO.
S SHOWN ON THE AMENDING MAP OF TRACT 13750,
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
INCLUSIVE, IN THE OFFICE 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)
DIG SLE � T
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
R JFC090-
OWNER/DEVELOPER I 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
04/20
CONSTRUCTION NOTES DO
Ol CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 6.
2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE
CLEANOUT PER CITY OF FONTANA STD. NO.125
AND NO.125B, IN LANDSCAPE AREAS.
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.
6" MIN 6" MIN
10 " MAX 10 " MAX
N
1 " MAX SIZE
MAX SIZE SELECTED NATIVE
TIVE SOIL I I BEDDING COMPACTED
MPACTED 909 I TO 9
8" VCP/DIP
N
i C
r'
Cl -
8 "
l-
TABLE.
SEWER LATERALS LOCATION (BY STATION)
SIEVE SIZEPERCENTAGE
LOT NO.
DESIGN STA.
'AS BUILT STA."
BACKWATER
VALVE
50
11+54.75
//f-54.75
NO -
51
10+53.73
/0 (53.73
NO -
56
11+61.12_
// +0t. /2
NO -
57
11+75.42
f// f 75.42
NO -
58
11+78.42
// f 78.42
NO -
59
11+72.42
// * 72.42
NO -
60
11+58.12
11458-1Z
NO -
BASIS OF BEARINGS LEGAL DESCRIPTION:
BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE
THE NORTHEAST QUARTER OF SE011ON 23, TOWNSHIP NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO.
S SHOWN ON THE AMENDING MAP OF TRACT 13750,
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
INCLUSIVE, IN THE OFFICE 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)
DIG SLE � T
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
R JFC090-
OWNER/DEVELOPER I 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
04/20
CONSTRUCTION NOTES DO
Ol CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 6.
2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE
CLEANOUT PER CITY OF FONTANA STD. NO.125
AND NO.125B, IN LANDSCAPE AREAS.
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.
6" MIN 6" MIN
10 " MAX 10 " MAX
N
1 " MAX SIZE
MAX SIZE SELECTED NATIVE
TIVE SOIL I I BEDDING COMPACTED
MPACTED 909 I TO 9
8" VCP/DIP
N
i C
r'
Cl -
8 "
l-
TABLE.
200-1.2 [A]
SIEVE SIZEPERCENTAGE
PASSING SIEVES
1 1/2"
-
1"
-
3/4"
100
1/2"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
B
TEST GRADING
3' MAX SIZE NATIVE
SOIL COMPACTED 95%
6 " MIN _
10" MAX —
N
6" MAX SIZE
NATIVE SOIL
COMPACTED 90%
77" I 8" VCP DIP
r� /2" CRUSHED STONE BEDDING
ER STD. SPECS. FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN
6" MIN
10 MAX
1 " MAX SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
TYPICAL BEDDING FOR 8 " VCP/DIP TYPICAL BEDDING FOR 8" VCP/DIP
10' OR DEEPER LESS THAN 10' DEEP
N.T.S. N.T.S.
E VALLEY COURT
CURVE DATA
SEAL—ENGINEER
ESS/pNFC
14�1:
V�O
���/l F�
�s z
Wrri
NO. C041983
EXP. 3/31 /06
sT CN l�
9TF OF w\F��
CiVIL\Q, GRAPHIC SCALE
40 0 20 40 80
9�0 �o�'
F ml
e-
1 " = 40'
ENGINEERING
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324
DESIGNED BY:
PH. (909) 783-0101 FAX 909 783-0108 OS
PREPARED BY. CHRIS D. C S R.C.E. NO. 41983
EXP. DATE. CHECK Y:
DATE. 07'0 `` SBC
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16325
SEWER IMPR VEMENT PLANS SCALE:
DEERWOOD LANE D DOVE VALLEY COURT AS SHOWN ABOVE
DATE:
AUGUST 2004
AP VED B . DRAWING NO.: 6
7- Z� 3742
J.M. CITY ENGINEER R.C.E. 51152 DATE: 6
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
13'32'53"
380.00'
89.85'
45.14'
SEAL—ENGINEER
ESS/pNFC
14�1:
V�O
���/l F�
�s z
Wrri
NO. C041983
EXP. 3/31 /06
sT CN l�
9TF OF w\F��
CiVIL\Q, GRAPHIC SCALE
40 0 20 40 80
9�0 �o�'
F ml
e-
1 " = 40'
ENGINEERING
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324
DESIGNED BY:
PH. (909) 783-0101 FAX 909 783-0108 OS
PREPARED BY. CHRIS D. C S R.C.E. NO. 41983
EXP. DATE. CHECK Y:
DATE. 07'0 `` SBC
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16325
SEWER IMPR VEMENT PLANS SCALE:
DEERWOOD LANE D DOVE VALLEY COURT AS SHOWN ABOVE
DATE:
AUGUST 2004
AP VED B . DRAWING NO.: 6
7- Z� 3742
J.M. CITY ENGINEER R.C.E. 51152 DATE: 6