HomeMy WebLinkAbout3856-8SEE SHEET V
BFK)MS/� ((A/' �LE Q Q
iJ J
62 w 63
J 51.1 P.E. 50.7 P.E.
43 PROP. R/W
55.6 P. E.
PROP. C&G
10+00.00 SAGEGROVE LANE CIL \\\� - _ _ _ _ _ _ PROP_ 9ff-WA7ERS
=9+31.67 BROOKSIDE AVENUE CIL INT.
Q; STRF-ff7�
42
52.5 P. E. /
CIL M. H. NO. 5 PROP. C&G
9 10+07.47
=10+07.47 ST. STA. PROP. R/W
,� 39
>' 41 40 50.6 P.E.
51.8 P. E. 3 51.2 P. E.
J J
U U
N
r
30
0
1-1
rn
3
I
z
N BASIS OF BEARINGS LEGAL DESCRIPTION: {,q
o BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14 AND A PORTIO Q
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, t V
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
n- 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
3 RECORDER OF SAN BERNARDINO COUNTY, >�
cn BEING NORTH 00'30'24' WEST.
BENCH MARK: REV. REVISION DESCRIP
STA. 13+77.85
X-ING PROP. 24" SD
BOT. SD=1640.26
SAGEGROVE LANE TOP SWR. =1636.21
. Cf OWNER/DEVELOPER
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
A O
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
ALBUS-KEEFE and ASSOC., INC.
GRAPHIC SCALE
c). 4V83 m 1265 Corona Pointe Court
1011 N. ARMANDO STREET
40 0 20 40 So
i
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
"
I
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE.101
0
Fax. (951) 279-2100
Fax: (714) 630-1916
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
LOT NO. DESIGN STA. 'AS BUILT STA." BACKWATER
VALVE
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG YOU D I G
33 14+75.77 14 f 75.77 NO -
co
cq
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
TOLL FREE 1-800-227-2600
o
NAVD 88 -1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
/
ec a/z o p� w,NG
STA. 13+77.85
X-ING PROP. 24" SD
BOT. SD=1640.26
SAGEGROVE LANE TOP SWR. =1636.21
. Cf OWNER/DEVELOPER
SOIL ENGINEER
N m Centex Homes
ALBUS-KEEFE and ASSOC., INC.
GRAPHIC SCALE
c). 4V83 m 1265 Corona Pointe Court
1011 N. ARMANDO STREET
40 0 20 40 So
1 Corona, CA 92879
SEWER LATERALS LOCATION (BY STATION)
"
Phi (951) 279-3000
Phi (714) 630-1626
1 = 40'
Fax. (951) 279-2100
Fax: (714) 630-1916
LOT NO. DESIGN STA. 'AS BUILT STA." BACKWATER
VALVE
33 14+75.77 14 f 75.77 NO -
C/L M. H. NO. 62
34 14+43.85 t 3.85 NO -
12+70.00
35 14+27.85 L4 t 2799 NO -
=12+70.00 ST. STA.
SEE SPEET 9
36 13+37.35 /3 fi 37. 35 NO -
THC*MBEMYWAY
37 12+97.85 12-197.85 NO -
M
38 12+32.85 /2 f 32. S,S NO -
Q
Q
I I
(
39 11+67.85 // F 7 195 NO -
65
-'
w 66
67
J
w
I
31
40 11+02.85 // f off, 05 NO -
41 10+37.85 NO
6 4
0 -t 37. B5
50.3 P.E.
. »
PROP. 24 SD
w
cn
50.0 P.E.
49.6 P.E.
-� PROP. 24 SD
49.3 P.E.
�
II �
48.1 P.E.
62 10+65.00 o 65.60 NO -
t
J
v CP "B -2L"
v
�'
PROP. 20" SD
63 11+15.00 // fi 15-00 NO -
U
LAT "B -2A"
PER DWG N0. 3857
U
PER DWG NO. 3857
-
CONNECTOR PIPE "B -2J"
64 11+85.00 / -t 0.51 Gtr NO -
PER DWG. NO. 3857
65 12+52.00 2 f 52, 06 NO
cv
66 13+25.00 /3 t Z5,06 NO -
67 14+24.00 / t Z¢, b o NO -
rz I
-
-
-I
-� N89'19�00 'E� -
ca
32 PROP. 36" SD
Zi
1 0
0
14 00
12 00
N
►� N
- /
/
-
I
I
1
48.2 P.E. LINE "B-2" �
N
Q
PER DWG. NO. 3857
CONSTRUCTION NOTES
N
14+89.00 SAGEGROVE LANE CIL INT.
=10+00.00 THORNBERRY WAY CIL
Oj
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
< 33
BEDDING PER DETAIL ON SHEET 1.
38 J
3 7
J
J
36
J
Q
N
�z 48.5 P.E.
CIL M.H. N0. 7
O
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
3
35
-�
34 <
2
CITY OF FONTANA STD. NO. 112.
50.3 P.E.
50.0 P.E.
cW
49'7 P.E.
49.3 P.E.
W
3
48.8 P.E. ��
14+84.00
=14+84.00 ST. STA.
O3
CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER
J
J
J
CITY OF FONTANA STD. NO.125 AND NO.125B, IN LANDSCAPE AREAS.
CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER
►�
_
CITY OF FONTANA STD. NO. 112.
STA. 13+77.85
X-ING PROP. 24" SD
BOT. SD=1640.26
SAGEGROVE LANE TOP SWR. =1636.21
. Cf OWNER/DEVELOPER
SOIL ENGINEER
N m Centex Homes
ALBUS-KEEFE and ASSOC., INC.
GRAPHIC SCALE
c). 4V83 m 1265 Corona Pointe Court
1011 N. ARMANDO STREET
40 0 20 40 So
1 Corona, CA 92879
ANAHEIM, CA 92806
"
Phi (951) 279-3000
Phi (714) 630-1626
1 = 40'
Fax. (951) 279-2100
Fax: (714) 630-1916
DATE ENGR. CITY DATE SEAL -ENGINEER
o QROF ESS/0
l
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��� ���5 D • Cluji, F�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN C rn
J'
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY ENGINEER Um
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO xP. 3/31/06
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
s� C10 �P
9TF CF CAS\F��
.% . 1 •
AE11CASC
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. CUMMINS R. C. E. NO. 41983
EXP. DATE: 3/ 06 CHECKED BY:
DATE: 2,10.1)y SBC/JGS J. M
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
SEWER IMPROVEMENT PLANS SCALE:
SAGEGgOVELANE AS SHOWN ABOVE
FROM omS7 A NU O TH6RNBERRY WAY DATE'
OCTOBER, 2005
APP D BY: DRAWING NO.: 8
+� r
J
TY ENGINEE R.C.E. 51152 DATE: 3856 12