HomeMy WebLinkAbout5772-2I
FLATTEN SEWER LATERALS TO AVOID
L E ®N E TT I LANE
PAD;:; 6.2
STORM DRAIN CONFLICT, LOTS 83 AND
84.
6$°
34' 34'
SEE SHEET 6
10' 24' 24' 10'
16+30.96 LA BODEGA WAY 2
10+00.00 JUSTIN STREET
3
28 27 0
' 260
025
Q
24
200 19 18 17
CL SMH N0. 7
15
230
22�
210
10+13.82 LA BODEGA WAY= PAD=1714.3 PAD=1715.3
9+98.13 KRUG LANE
PAD=1716.3
PAD=1717.0
�' !
a
PAD=1719.4 PAD=1720.4
PAD=1721.3
PAD=1722.3
PAD=1723.2 PAD=1724.1 PAD=1725.0 PAD=1725
PAD=1725.2
2 CL SWR MH NO. 2
R/W
24" STORM
DRAIN PER
�
3 TYp)
R/W
CITY DWG.
0. 5t74t
i-
®
IF
-
16 0.96 CL INT LA BODEGA WAY=
1 CL
+00.00 INT JUSTIN STREET
1-
N 00°4 'S " W 34Q 4
10+00.00 CL INT LA BODEGA WAY
N 00'40'53" W 3
8'
- -
14
10+00.00 CL INT KRUG LANE
-�
-
I
-
to
-
-
- 12+43.47
C INT LA BODEGA W=
-
13+40.48
T
LA BODEGA WAY
8" WATER PER
13
3 TYP )
2
WEST VALLEY
ATER DISTRICT- R/W
R/W
12+03.00
CL INT LEONETTI LANE
CL SMH NO. 6
0
0
(:D
83
840
850
86 87
88
89
900
910
920 93 94
----- - - ---
PAD=1715.1
PAD=1716.0
PAD=1717.0
PAD=1717.9 PAD=1718.8
PAD=1719.7
PAD=1720.6
PAD-1721.5
PAD=1722.5
PAD=1723.4 PAD=1724.3 PAD=1725.5 Ion o,
�
I
z
1
4" SEWER LATERALS
LOT NO.
DESIGN STA.
"AS --BUILT" STA.
BACKWATER
YES
NO
15
10+47.14
16
10+04.00
17
16+51.38
X
18
16+01.38
X
19
15+51.38
X
20
15+01.38
X
21
14+51.38
X
22
14+01.38
X
23
13+51.38
X
24
13+05.30
X
25
11 +93.64
X
26
11 +21.96
X
27
10+93.01
X
28
10+47.16
X
83
10+67.00
X
84
11 +07.96
X
85
11 +60.46
X
86
12+12.96
X
87
12+70.96
X
88
13+12.96
X
89
13+62.96
X
90
14+12>96
X
91
14+62,96
X
92
15+12.96
X
93
15+62,96
X
94
16+28.96
X
33 � R/W
R/W
10' 20' 20' 1 10' 9' 20° 20' 10'
'SO ' 30' 29' 30'
60' 59'
KRUG LANE JUSTIN STREET
SEE SHEET 6 LABu"DEu" WAY CONSTRUCTION NOTES SEE SHEET 5
FCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAINCONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 GRAPHIC SCALE
CONSTRUCT SEWER BACKFLOW VALVE 40 0 20 40 80 160
( IN FEET)
1 INCH = 40 FT.
O REV. REVISION DESCRIPTION ENGR. DATE CITY DATE SHOULD CONSTRUCTION of REQUIRED Prepared For: BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA
Dre, e '-1 1 IMPROVEMENTS NOT COMMENCE WITHIN A' HOMES THE BASIS QF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ALLAAD ENGIIVEE�3IG Q�aDEJS�p4,�C
TWO YEARS OF THE DATE OF APPROVAL 1 �� 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, � � F SEWER IMPROVEMENT PLAN
SHOWN HEREON AND CARRIED FORTH IN A PER PARCEL MAP N0. 19434, P.M.B. 242/97-9$. Cavil Engineering -Land Surveying -Land Planning 9� �' DRAWN BY:
980 MONTECITO DRIVE, SUITE 302 BEING: NOO°33'32"W 16866 Seville Avenue {-" C' TRACT N®. 2®154 SCALE:
California 92335 0 No. 36052 rn RC AS NOTED
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY CORONA, CA 92879 Fontana, LA BODEGA WAY
BEFORE - BENCHMARK: a � DESIGNED BY: DATE:
�� DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO {9p9 356-1815 Fax (909) 356-1795 Exp. 6/30/20
s
YOU DIG YOU DIG (951) 817-3545 CALTRANS BENCHMARK #8-17 q � DBW STA. 10+00.00 TO STA. 16+80.96 January, 2019
BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/O 1-210, ��� CIV11. �'' CHECKED BY: APPROVED -Dv,- -
TOLL FREE 1-800-227�-2600 F ®� \Fo �;l -Dv,-
TOLL DRAWING NO.: 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT 0.2 MILES WEST OF SAN SEVAINE RD. Raymond .Allard, A.C.E. 361J52 Date CPS RJA DATE: 1-17-2019 5772
EL=1428.609 (expires 6/30/2020) CITY ENGINEER R.C.E. 51152 �
Filename: 1:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\Intract\PA 2\SEWER\TR-20154-SEWER SHT 2.dwg