HomeMy WebLinkAbout3856-681
36.0 P.E.
CIL M.H. NO. 24
7+74.97
=7+74.97 ST. STA.
J
w 82
35.5 P. E.
moverzU PROP,
R W.
PROP r� „
83 J
33.3 P.E. w
J
TYP. S B v
j
a.
; o• --O- '
rI lwi�
----1
9+00 STREET -
4+00 N70'07'57'E
10+00.00 MAVENWOOD PLACE CIL INT.
=22+41.86 BROOKSIDE AVANUE CIL
C L M.H. NO. 26 9
11+08.45 EC
10+48.28 BC =11+09.21 EC ST. STA.
10+48.28 BC ST. STA. 4
WAY
�J _
34.6 P. E. 127 Mona' -'1 _
11+00
+001 ; 70'07'57� I n %all 11400
IJ
E A�� \ 28.6 P. E.
E 5 U
10+13.00
X-ING 8" WATER
BOT. WTR. = 1719.50
TOP SWR. = 1711.13
..E.
Sis"'"
=12+39.75 THORNBUSH WAY CIL
PAM. H. NO. 19 ,
106 14+07.90 `
=14+08.67 ST. STA.
25.9 P. E.
PROP•R�W
"�
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
5 B _'
DESIGN STA.
PROP
OP R�W
�-
J
TYP
7
3
78
PR
AI.
w
33.3
30.6 P. E.
U
80
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
M
►�
�
35.4 P. E.
U
81
CIL M. H. NO. 25
00 N78 51 "E
NO -
82
9+95.00
7 f 92. 9 7
NO -
83
=9+95.00 ST. STA.
10+00.00 MAVENWOOD PLACE CIL INT.
=22+41.86 BROOKSIDE AVANUE CIL
C L M.H. NO. 26 9
11+08.45 EC
10+48.28 BC =11+09.21 EC ST. STA.
10+48.28 BC ST. STA. 4
WAY
�J _
34.6 P. E. 127 Mona' -'1 _
11+00
+001 ; 70'07'57� I n %all 11400
IJ
E A�� \ 28.6 P. E.
E 5 U
10+13.00
X-ING 8" WATER
BOT. WTR. = 1719.50
TOP SWR. = 1711.13
..E.
Sis"'"
=12+39.75 THORNBUSH WAY CIL
PAM. H. NO. 19 ,
106 14+07.90 `
=14+08.67 ST. STA.
25.9 P. E.
PROP•R�W
"�
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
- _ _
PROP. 8"
DESIGN STA.
-
PROP•C&G-
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
9+40.00
WA TER
112+00 STREET
- YES
- -
- -
- - - -
i
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
-�
'34
I
_ 13 00
0
81
7+80.97
00 N78 51 "E
NO -
82
- 14�0
7 f 92. 9 7
NO -
83
8+85.90
13+0
N78 51 '34 "E
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
PROP. C&G
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
1 14+
/' f a2.90
NO -
PROP. R/W
YOU DIG YOU D I G
/Z -f 5.08
NO -
110
11+98.14
// 498•/#
Q
TOLL FREE 1-800-227-2600
a
28.6 P. E.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
w 109107
1<,ECO R O pfZq W11VG
/D f 6/, 07
Q
26.6 P. E.
Q
' OU
23.4 P.E.
U
v
�
24.5 p. E.
v
CIL M.H. NO. 20
13+06.71
=13+07.47 ST. STA. U
�I MAVENWOOD PLACE
N BASIS OF BEARING LEGAL DESCRIPTION: , CU �! OWNER/DEVELOPER SOIL ENGINEER
01 BEARING ARE BASED ON THE WESTERLY LINE OF CD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTIO ��5 �� �2
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23 BOTH OF TOWNSHIP 1 NORTH, RANG 6 WEST, 0
1 NORTH RANGE 6 WEST SAN BERNARDINO MERIDIAN, V ((P Z Centex Homes ALBUS-KEEFE and ASSOC., INC.
' SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. m
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, N . 41 83 m
,1265 Corona Pointe Court 1011 N. ARMANDO STREET
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH * E 31 Corona, CA 92879 ANAHEIM, CA 92806
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph- (951) 279-3000 Ph: (714) 630-1626
3 RECORDER OF SAN BERNARDINO COUNTY, �,9 CIV11- Fax= (951) 279-2100 Fax (714) 630-1916
BEING NORTH W30'24' WEST. p
BENCHMARK: REV. REVISION DESCRIPTIO DATE I ENGR. I 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 CRY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
SOT9fG py
14+68.02 MAVENWOOD PLACE CIL INT.
=12+38.52 DEERTHORN WAY CIL
I
I
I
I
I
WAY
CONSTRUCTION NOTES
O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 1.
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. 1258, IN LANDSCAPE AREAS.
5O INSTALL BACKWATER DEVICE.
O CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
SEAL -ENGINEER
oQ?,Of ESS/0N9
w
ck�_ NO. C041983
EXP. 3/31/06
s�
CIM �P
9TF OF r,. h x w �
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
A O
DESIGN STA.
'AS BUILT STA. "
BACKWATER
VALVE
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
9+40.00
9 -F o. oo
- YES
79
8+88.90
i
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
80
o
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0
81
7+80.97
7-t 80.97
NO -
82
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
7 f 92. 9 7
NO -
83
8+85.90
'3 t 85.90
co
-
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
g f 50• oZ
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
14+02.90
/' f a2.90
NO -
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG YOU D I G
/Z -f 5.08
NO -
109
11+98.14
// 498•/#
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
TOLL FREE 1-800-227-2600
a
NAVD 88 -1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1
1<,ECO R O pfZq W11VG
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 CRY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
SOT9fG py
14+68.02 MAVENWOOD PLACE CIL INT.
=12+38.52 DEERTHORN WAY CIL
I
I
I
I
I
WAY
CONSTRUCTION NOTES
O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 1.
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. 1258, IN LANDSCAPE AREAS.
5O INSTALL BACKWATER DEVICE.
O CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
SEAL -ENGINEER
oQ?,Of ESS/0N9
w
ck�_ NO. C041983
EXP. 3/31/06
s�
CIM �P
9TF OF r,. h x w �
CURVE DATA
SEWER LATERALS LOCATION (BY STATION)
LOT NO.
DESIGN STA.
'AS BUILT STA. "
BACKWATER
VALVE
78
9+40.00
9 -F o. oo
- YES
79
8+88.90
8 -f 8g. 90
- YES
80
8+25.04
8 -f 2.'s;, 04
NO -
81
7+80.97
7-t 80.97
NO -
82
7+83.97
7 f 92. 9 7
NO -
83
8+85.90
'3 t 85.90
84
9+50.02
g f 50• oZ
- YES
107
14+02.90
/' f a2.90
NO -
108
12+75.08
/Z -f 5.08
NO -
109
11+98.14
// 498•/#
NO -
110
11+82.14
// f 82./4
NO -
111
10+61.07
/D f 6/, 07
NO -
CURVE DATA
AE 1� CASC
EI\I(:3 I N E E R I NCj3
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. RIS CUMMINS R.C.E. NO. 41983
EXP. DA TE /31 CHECKED BY.
DATE. e7,(0-0(,0 ILrSBC/JGS .�.M
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
SEWER IMPROVEMENT PLANS SCALE:
MAOOD PLACE AS SHOWN ABOVE
FRO 225'+ WFE O BROOKSIDE AVENUE DATE:
9 E - O ORNBUSH WAY OCTOBER, 2005
A1330 DRAWING NO.: 6
EER R.C.E. 51152 DATE: 3856 12
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
08'43'37"
395.00'
60.16'
30.14'
AE 1� CASC
EI\I(:3 I N E E R I NCj3
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. RIS CUMMINS R.C.E. NO. 41983
EXP. DA TE /31 CHECKED BY.
DATE. e7,(0-0(,0 ILrSBC/JGS .�.M
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
SEWER IMPROVEMENT PLANS SCALE:
MAOOD PLACE AS SHOWN ABOVE
FRO 225'+ WFE O BROOKSIDE AVENUE DATE:
9 E - O ORNBUSH WAY OCTOBER, 2005
A1330 DRAWING NO.: 6
EER R.C.E. 51152 DATE: 3856 12