HomeMy WebLinkAbout5374-4OtAJGOA�
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16+61.25 MONTGOMERY AVENUE i 117
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12
U (TYP) 8" WATER
i BY OTHERS I
46 45 11 44 W
PAD= 1402.0 PAD= 1404.0 0 43 42
PAD=1406.0 - PAD= 1407.9 PAD=1410.1
I I
0 ��
MONTGOMERY AVENUE
TRACT N0. 18939
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
U
FLAGSTONE WAY
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
(TYP)
39
PAD= 1413.6
5
LOT NO. DESIGN STA.
33 11
34 11 35
1
36 1 37
38
PAD= 1401.4
_ PAD= 1403.3 PAD=1405.3
PAD=1407.3 PAD=1409.3 #
PAD= 1411.6
11 N 02-28'04"IW 1
st
12
U (TYP) 8" WATER
i BY OTHERS I
46 45 11 44 W
PAD= 1402.0 PAD= 1404.0 0 43 42
PAD=1406.0 - PAD= 1407.9 PAD=1410.1
I I
0 ��
MONTGOMERY AVENUE
TRACT N0. 18939
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
U
FLAGSTONE WAY
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
(TYP)
39
PAD= 1413.6
WQMP DETENTION
� �i iI � III
BASIN I
BOTTOM= 1409.5
" 12" PVC
14 " CITY DWG
— — —
\-24" STORM DRAIN PER
' CITY DWG. NO. 5373
=�50) 5 „«
SUGAR HOLLOW LANE
MATCHLINE STA 10♦65.54 .
TRACT NO. 18939 �Y M
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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
N
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
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
=1
CONSTRUCTION NOTES
151 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
INSTALL 8" SEWER PLUG
4"
5
LOT NO. DESIGN STA.
0
3
10+47
X
w
W
zo=
0
z
o
35
10+38
X
S
!
S
o
o^
co
o p
c z
40
41 +_
(6o=
39
+
+
'd U
40
PAD= 1415.6 '
PAD= 1417.3
WQMP DETENTION
� �i iI � III
BASIN I
BOTTOM= 1409.5
" 12" PVC
14 " CITY DWG
— — —
\-24" STORM DRAIN PER
' CITY DWG. NO. 5373
=�50) 5 „«
SUGAR HOLLOW LANE
MATCHLINE STA 10♦65.54 .
TRACT NO. 18939 �Y M
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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
N
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
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
=1
CONSTRUCTION NOTES
151 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
INSTALL 8" SEWER PLUG
4"
SEWER LATERALS TRACT 18939.2
LOT NO. DESIGN STA.
"AS—BUILT' STA. BACKWATER
YES NO
33
10+47
X
34
10+88
X
35
10+38
X
36
11+88
X
37
12+38
X
38
12+88
X
39
13+46
X
40
14+03
X
41
14+46
X
42
12+54
X
43
12+05
X
44
11+54
X
45
11+04
X
46
10+58
X
+�
Prepared By:
ALLAAD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
94WIter 9 a" I'( - u
Aa and J. Allard, RE—E. 36052 Date
(expires 6/30/2016)
cRNW SCALE
40 0 20 40 80
pFESS/0�
�'D �Np J. qz "�C
9�0 �� DRAWN BY.
No. 36052 Z HMG
r�
Exp. 6/30/16 � DESIGNED BY:
DBW
�TgTF C
1V0_ ��\P CHECKED BY.
(IN FEET)
INCH z 40 FT.
CITY OF FONTANA CALIFORMA
160
SEWER NPR0VEWNT PLAN
TRACT NO. 189A2 SCALE:
AS NOTED
FLAGSTONE WAY DATE:
March, 2016
%D BY: DRA NO.: 4
OF CA\-�F RJA DATE: • li
CITY EN INFER R.C.E. 51152 594 S
Filename: I:\Inland Construction — Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 2\SEWER TR18939-2 SHT 04.dwg