HomeMy WebLinkAbout5354-4M 10
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2
PROPOSED R/W
84
36" STORM DRAIN PER
CITY DWG, NO. 5349
f 94
w
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TOLL FREE '"mm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
W
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PAD=S 6 �
94.8 PA � PAD=
1396.0
1395.4 I PAD 1396.0
O
N
18(z) 19'
CN
N 00'00'12", W 23.53'
MONTGOMERY AVENUE
SEE SHEEP 5
68'
8 9PAD 396.4 P 10 11
f
AD=396.8 PAD 1397.1 PAD= 1397.4
3 (TYP) I PROPOSED R/W
'n 2.0 1 N 00'00' 12" W 2 224.00'
8" WATER 1 ':```
3 3 3
9
wl
I l0000
I PAD= 1400.3
BY OTHERS 1*
TYP.; TYP.
4 1
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TYP.O r�
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N C1
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29 28 27
to
Col
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SEE SHEET 5
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11'
18' 18
€ 1'
Yg
X
SEWER IMPROVEMENT PLAN
5
.............
X
wo
18+37
TRACT NO. 1939'1
X
7
18+89
HMG
Q=
o
19+41
DATE:
X
9
19+93
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10
20+46
APPRO D�
DATE:-� ` • /40-
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X
29
17+92
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CITY ENGINEER R.C.E. 51152
28
18+73
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27
19+14
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24" STORM
DRAIN PER
CITY DWG.
NO.
5349
d
1
2
3 a4
PAD= 1391.5
PAD=
1392.5
I PAD= 1393.5
PAD=1394.2
(TYP) 4 i
O;
PROPOSED R/W
16N 00'00'12
W
2T6.83'
i
17
1
_A
PROPOSED R/W
84
36" STORM DRAIN PER
CITY DWG, NO. 5349
f 94
w
II ?
TOLL FREE '"mm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
W
U U
N Ln
O O
O
REV.
PAD=S 6 �
94.8 PA � PAD=
1396.0
1395.4 I PAD 1396.0
O
N
18(z) 19'
CN
N 00'00'12", W 23.53'
MONTGOMERY AVENUE
SEE SHEEP 5
68'
8 9PAD 396.4 P 10 11
f
AD=396.8 PAD 1397.1 PAD= 1397.4
3 (TYP) I PROPOSED R/W
'n 2.0 1 N 00'00' 12" W 2 224.00'
8" WATER 1 ':```
3 3 3
9
wl
I l0000
I PAD= 1400.3
BY OTHERS 1*
TYP.; TYP.
4 1
C14
TYP.O r�
—
N C1
NCM1N
29 28 27
to
Col
T- tz
PAD= 1394.8 PAD= 1395.4 PAD=1395.8
SEE SHEET 5
W
2
ZZ�n
I
11'
18' 18
€ 1'
BEACHWOOD LANE
SEE SHEEP 6
REVISION DESCRIPTION
NOTE: w 30 30'
LOTS 27-29 CONSTRUCT SEWER n a 60'
LATERALS AT CITY STANDARD N�
MINIMUM GRADE POSEY PLACE
N
SEE SHEET 8
CD
+ +
O O
SLEEPY CREEK
ENGR. I DATE I CITY I DATE
12
SHOULD CONSTRUCTION OF 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
24" STORM DRAIN PER
CITY DWG. NO. 5349
�NI=J
22' 1 22'
wI
I
i -A I
J
1 20'
� 1
64'-a
I PAD= 1400.3
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4 1
C14
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1 .........--.
...
T- tz
X
SEE SHEET 5
W
2
ZZ�n
5 -
_...
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17+42
X
SEWER IMPROVEMENT PLAN
5
.............
X
O
I
16
Iµ' PAD=1400.1
30" STORM DRAIN PER w
CITY DWG. NO. 5349 II Q
w
w
C w
U
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
(n Co
N O
4CN
+
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK:
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
4"
64'-a
(N FEET)
}.
O
1
15+82
X
2
MONTGOMERY AVENUE
N
X
SEE SHEET 5
16+95
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
(n Co
N O
4CN
+
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK:
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
4"
SEWER LATERALS TRACT 18939-1
(N FEET)
LOT NO. DESIGN STA.
"AS—BUILT" STA. BACKWATER
YES NO
1
15+82
X
2
16+32
X
3
16+95
X
4
17+42
X
SEWER IMPROVEMENT PLAN
5
17+84
X
6
18+37
TRACT NO. 1939'1
X
7
18+89
HMG
X
8
19+41
DATE:
X
9
19+93
DBW
X
10
20+46
APPRO D�
DATE:-� ` • /40-
X
11
21+32
X
29
17+92
X
CITY ENGINEER R.C.E. 51152
28
18+73
X
27
19+14
X
4" SEWER LATERALS TRACT 18939.2
LOT NO. DESIGN STA. "AS—BUILT' STA. BACKWATER
YES NO
1 22+42 X
16 22+39 X
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
rm ALLAAD ENGINEERING
cpa Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
�Czw'� 3.// Q'YU
Aay and I. Allard, A..E. 36052 Date
(expires 6/30/2016)
CONSTRUCTION NOTES
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
3 CONSTRUCT 4" V.C.P. SEWER LATERAL &HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
4 CONSTRUCT BACKWATER CHECK VALVE
5 INSTALL 8" PLUG
GRAPW SCALE
40 0 20 40 80 160
Filenome: I:\Inland Construction — Gobriello\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 04.dwg
(N FEET)
1 NCH = 40 FT.
CITY Of fONTANA, CALIfORNLA
QRpFESS/0
J. -4z
SEWER IMPROVEMENT PLAN
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DRAWN BY:
TRACT NO. 1939'1
SCALE:
No. 36052 rZ,,
HMG
AS NOTED
DESIGNED BY.
DATE:
Exp. 6/30/16
( E
s�qr
DBW
March, 2016
CHECKED BY:
APPRO D�
DATE:-� ` • /40-
DRAWING NO.:
4
c 1 v � � ��\P
F OF- CA��F
RJA
54
8
CITY ENGINEER R.C.E. 51152
Filenome: I:\Inland Construction — Gobriello\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 04.dwg