HomeMy WebLinkAbout3852-594
64.7 P.E.
P R
� � pROp. 800
11p0
5� �•
9 /
67.5 P.E. oxo 95
65.3 P.E.
n
10+00.00 HONEY PINE LANE C INT.
1 � �
=16+17.31 SNOWBERRY DRIVE CIL \'f
L M.H. NO. 13
/ 5
0 2 C9+97.99 58>
=9+95.00 ST. STA. 63.6 P.E. 1 s
STA. 10+15.99
PROP.J J�
X-ING PROP. 8" WATER �
BOT. WTR.=1655.60
TOP SWR.=1652.15
:Tal-:Zr*Cis=:=_1; :Z
BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST
� WARTEfi OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST,
SAN BERNARDNO AEMAN, AS SHOWN ON AMENDING MAP OF
TRACT 13750, FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
INCLUSIVE, N THE OFFICE OF THE COUNTY FECOI D OF SAN BERNARDNO
61 COUNTY, BEND NORTH OF 00'30'24' WEST,
•
BENCH MARK'
,2+L0 ----
K
� J
110�
3
�1
Ok STREET is o
_
65.3 P.E.
U
2
Wq
c� o PROP. 8" WATER
a "1 18 f
- -4
,p U/
91 3
3
90
89
3
92
-pV 18+
- YES
88 ti
uWi
�n 65.6 P.E.
# 65.6 P.E. v
vPROP.
64.7
62.6 P.E.
N
�
3
�x
84
R/W
TYPQ �N
U
93
54.5 P.E.
52.5 P.E.
109
�
50.5 P.E.
U
II
v
v
65.3 P.E. 7
PROP. R/W\ ®
v
v
13'
I
94
64.7 P.E.
P R
� � pROp. 800
11p0
5� �•
9 /
67.5 P.E. oxo 95
65.3 P.E.
n
10+00.00 HONEY PINE LANE C INT.
1 � �
=16+17.31 SNOWBERRY DRIVE CIL \'f
L M.H. NO. 13
/ 5
0 2 C9+97.99 58>
=9+95.00 ST. STA. 63.6 P.E. 1 s
STA. 10+15.99
PROP.J J�
X-ING PROP. 8" WATER �
BOT. WTR.=1655.60
TOP SWR.=1652.15
:Tal-:Zr*Cis=:=_1; :Z
BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST
� WARTEfi OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST,
SAN BERNARDNO AEMAN, AS SHOWN ON AMENDING MAP OF
TRACT 13750, FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
INCLUSIVE, N THE OFFICE OF THE COUNTY FECOI D OF SAN BERNARDNO
61 COUNTY, BEND NORTH OF 00'30'24' WEST,
•
BENCH MARK'
,2+L0 ----
K
� J
110�
3
�1
Ok STREET is o
_
65.3 P.E.
U
2
Wq
c� o PROP. 8" WATER
a "1 18 f
- -4
,p U/
13+00 N
N
N89'22'48"E 14+00 1
NN
U
1 �� 17+00
83
48.5 P.E.
SWNEL-77
3i 5
5 GLENWOOD AVENLE �6 � 13
49.9 P.E.
Zo
o -
Ok STREET is o
_
_ is �o -
A
0! STREET
- �ie�oo
--
PROP. 18" SD
_ LAT "A" ion
c� o PROP. 8" WATER
a "1 18 f
- -4
O
13+00 N
N
N89'22'48"E 14+00 1
15 0
N89'22'48'E 16+00
1 �� 17+00
-pV 18+
- YES
88 ti
0i87
3
�
3
�
86
85
N
�
3
�x
84
59.6 P.E.
+
56.7 P.E.
38 PROP. R
54.5 P.E.
52.5 P.E.
109
�
50.5 P.E.
U
II
v
v
®
PROP. R/W\ ®
v
v
13'
I
83
48.5 P.E.
SWNEL-77
3i 5
5 GLENWOOD AVENLE �6 � 13
49.9 P.E.
HONEY PINE LANE
LEGAL DESCRIPTION; OVVI R/DEVELOPEFi SOL ENGINEER
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF Centex 1 lol ALBUB-KEEFE and ASSOC, INC.
SECTION 23 TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDNO MERIDIAN, 1P65 Corona Pok" Cart 1011 N. Armando Street
COUNTY OF SAN BERNARDNO. Corona, CA 82879 AnahsK CA 92806
Pk (961) 279-3000 Ph 0714) 630-1626
Far (96D 279-2100 Fw- (714) 630-1916
O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
DESC� BY METROPOLITAN WATER DISTRICT SO.
P CALFOFiNIA 1992 RANCHO CUCAMONGA, NEAR THE i(
i INTERSECTION OF SUMMIT AVE. ANO CHERRY AVE. AT THE
0 SOUTHWEST CORNER OF CHERFTY AVE AND BUMMFT AVE 101 DD (5A 1c;p Nw�vrv� NwAAk
N FEET WEST OF THE CENTER NE OF CHERRY AVE AND 37
tO FEET SOUTH OF THE CENTERL.IE OF SUMMIT AVE SET FLUSH DIAL TVO VCIRKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE
CATCHBASN CIA FOOT SOUTH OF CURB FACE A STANDARD YOU DIG YOU DIG
MWDSC 3 NCH BRASS DISK STAMPED'33A Mr. TOLL FREE 1-800-227-260C
v NAND _ rte �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALEW
CONSTRUCTION NOTES
w
to
o -
Ok STREET is o
_
_ is �o -
A
0! STREET
- �ie�oo
--
PROP. 18" SD
_ LAT "A" ion
c� o PROP. 8" WATER
a "1 18 f
- -4
O
13+00 N
N
N89'22'48"E 14+00 1
15 0
N89'22'48'E 16+00
1 �� 17+00
-pV 18+
- YES
CONSTRUCT 4" SEWER LATERAL AND HOUSE CONNECTION PER
N
mCITY
88
OF FONTANA STD. NO. 125 AND NO. 125B, IN LANDSCAPE AREAS.
' 1983
m
14+01.34
PROP.
R/W
® <
1% I
38 PROP. R
37
y
109
11+58.58
108 i
5
54.8 P.E.
STA. 15+01.41
A
LO >��
46.0 P.E.
10+52.72
66.4 P.E.
95
62.0 P.E.
13'
I
X-ING PROP.B" WATER
14+35.43
CIL M.H. N0. 5
2
109
12+70.82
NO -
v
W ► WAY
BOT WTR.-1648.98
TOP SNR.=1646.20
18+54.34
=18+54.34 ST. STA.
n
�� V
STA. 16+72.63
C/L M.H. NO. 21
X-ING PROP. 18" SO
2
14+80.00
BOT SD=1644.89
TOP SWR.=1640.34
=14+80.00 ST. STA.
HONEY PINE LANE
LEGAL DESCRIPTION; OVVI R/DEVELOPEFi SOL ENGINEER
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF Centex 1 lol ALBUB-KEEFE and ASSOC, INC.
SECTION 23 TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDNO MERIDIAN, 1P65 Corona Pok" Cart 1011 N. Armando Street
COUNTY OF SAN BERNARDNO. Corona, CA 82879 AnahsK CA 92806
Pk (961) 279-3000 Ph 0714) 630-1626
Far (96D 279-2100 Fw- (714) 630-1916
O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
DESC� BY METROPOLITAN WATER DISTRICT SO.
P CALFOFiNIA 1992 RANCHO CUCAMONGA, NEAR THE i(
i INTERSECTION OF SUMMIT AVE. ANO CHERRY AVE. AT THE
0 SOUTHWEST CORNER OF CHERFTY AVE AND BUMMFT AVE 101 DD (5A 1c;p Nw�vrv� NwAAk
N FEET WEST OF THE CENTER NE OF CHERRY AVE AND 37
tO FEET SOUTH OF THE CENTERL.IE OF SUMMIT AVE SET FLUSH DIAL TVO VCIRKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE
CATCHBASN CIA FOOT SOUTH OF CURB FACE A STANDARD YOU DIG YOU DIG
MWDSC 3 NCH BRASS DISK STAMPED'33A Mr. TOLL FREE 1-800-227-260C
v NAND _ rte �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALEW
CONSTRUCTION NOTES
�Nl%-
OF rn11
• . • • • . ❑ •
D. C
NO. C041983 �6
EXP. 3/31/06
/ I
I
�I 17
- - 47.5 P.E.
18+59.34 HONEY PINE LANE C
s• =16+46.24 GLENW000 AVENUE
J� pTrd 18
f- 46.1 P.E.
CURVE DATA
DELTA/BEARING
OCONSTRUCT
8" EXTRA STRENGTH VCP SEWER LINE,
TANCIENT
A
34'12'26"
BEDDING PER DETAIL ON SHEET 6.
QR�E`S`S
O
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
- YES
85
16+72.27
CITY OF FONTANA STD. NO. 112.
-c
\�
15+57.34
- YES
CONSTRUCT 4" SEWER LATERAL AND HOUSE CONNECTION PER
15+37.34
mCITY
88
OF FONTANA STD. NO. 125 AND NO. 125B, IN LANDSCAPE AREAS.
' 1983
m
14+01.34
INSTALL BACKWATER DEVICE.
�Nl%-
OF rn11
• . • • • . ❑ •
D. C
NO. C041983 �6
EXP. 3/31/06
/ I
I
�I 17
- - 47.5 P.E.
18+59.34 HONEY PINE LANE C
s• =16+46.24 GLENW000 AVENUE
J� pTrd 18
f- 46.1 P.E.
CURVE DATA
GRAPHIC SCALE
40 0 20 40 80
1 " = 40'
AL1ACASC
E N G I N E E R I N G
937 SOUTH VIA LATA
COLTON,1TE CA500
92324
PH. 909 783-0101 FAX 909 783-0108
DELTA/BEARING
RADIUS
LEN./DIST.
TANCIENT
A
34'12'26"
370.00'
220.90'
113.85'
GRAPHIC SCALE
40 0 20 40 80
1 " = 40'
AL1ACASC
E N G I N E E R I N G
937 SOUTH VIA LATA
COLTON,1TE CA500
92324
PH. 909 783-0101 FAX 909 783-0108
SEWER LATERALS
LOCATION (BY STATION)
LOT NO.
DESIGN STA.
'AS BUILT STA." BACKWATER
VALVE
83
18+06.34
- YES
84
16+95.84
- YES
85
16+72.27
- YES
86
15+57.34
- YES
87
15+37.34
NO -
88
14+70.34
NO -
89
14+01.34
- YES
90
12+83.34
NO -
91
12+54.75
NO -
92
11+58.58
NO -
93
11+42.42
NO -
94
10+52.72
NO -
95
10+55.74
NO -
108
14+35.43
- YES
109
12+70.82
NO -
110
12+57.75
NO -
GRAPHIC SCALE
40 0 20 40 80
1 " = 40'
AL1ACASC
E N G I N E E R I N G
937 SOUTH VIA LATA
COLTON,1TE CA500
92324
PH. 909 783-0101 FAX 909 783-0108
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 1629-1
DRAWN BY:
Os
SEWER IMPROVEMENT FLANS
HONEY PINE LANE
SNOWBERRY J;fRIVE TO aINWOOD AVENUE
SCALE:
AS SHOWN ABOVE
DESIGNEDD BY:
LB
DAIS:
JULY, 2004
WS D. C MINS R.C.E. NO. 41983
06
DATE:
CHECKED BY:
ASBC/JA
0/J.M.
M'�
APyRbVED BY:Z �S
40
DRAINING NO.:
`2
5
7
ITY ENGINEER R.C.E. 51152 DATE: