HomeMy WebLinkAbout5697-2SEWER LATERAL CROSSING TABLE
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CONSTRUCT 237.61 L.F. OF 15" EXTRA STRENGTH SEWER 10+00 11+00 MT.- 1.- 4' 12#00 13+00 10+00 11+0 12#00 13#00
'"AS-BUILr Sm.
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GRAMIC SCALE
NOTF; I I
HORIZONTAL MD VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO,
CONSTRUCTION.
va
YOU DIG YOU DIG
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
.CONSTRUCTION NOTES
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY STD. DWG. NO. 2001
O-CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE
CLEANOUT PER CITY STD. DWG. NO 2005
111, i1qI111, 11
NOTE
2
SEWER LATERALS OVER
STORM DRAIN PIPE.
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LOTS 18,19 AND 20. j
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C;
CL
x
17
3
d
PAD= 1574.5
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%--
co
TRACT BOUNDARY
CS
C>
(6
n
•+
+
Q
LOT T"
10+00.00 CL EXISTING SMH
10
10+10.00
REMOVE PLUG & JOIN 36" STORM DRAIN PER
EXISTING 15" SEWER CITY DWG. NO. 5698
REVISION DESCRIPTION
0 1 0
18
PAD= 1575.4
(IYP)
=25' SEWER &
STORM DRAIN
EASEMENT
16
PAD= 1574.9
19
PAD=1576.1
I -0i Rol I w I X41
RIW
15
PAD= 1575.2
EXISTING R/W
PENNSYLVANIA AVENUE
SEE SHEff 3
60 P
No 30 # - I - 30'
STORM DRAIN PER
-112 CITY DWG. NO. 5698
1
M
10
20
PAD=1576.0 ?
ccI
FLAJ
ROPOSED R1W
CY
Sol
1A1 L>A5 I
_46
12+01.56 ST. CL MICHIGAN PLACE=
t I , i
t
10+00.00 ST. CL PENNSYLVANIA AVENUE ct
lit
L4j
12
US
30 11 iz
(TYP)
14 13 I_
LO PAD= 1575.5 C) PAD= 1575.7
CN C1
2
C14 EXISTING 17" WATER
if 12
--I 4
04
C4 EXISTING 8" SEWER
P11A
MICHIGAN LTICE
,I -TRACT BOUNDARY
i as Uj
ell,
25 C:) Ck 27
PAD= 1580.9 C5 PAD= 1580.9 PAD= 1580.9
+
mum
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I"-
24
PAD= 1580.9
C/)
1 M81ME40
=.I
N 8§*41'53" E W
PROPOSED RIW
23 1 22
PAD= 1580.9 PAD= 1580.9
DESIGN STA.fl"AS-BUILr
STA.
A
Prepared For: BASIS OF BEARINGS: Prepared By:
THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF
CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299113-15. ALLA GINEERING
GRAND PACIFIC COMMUNITIES, CORP BEING: NOD* I 6'44"W Civil Engineering - Land Surveying - Land Planning
100 N. BARRANCA AVE., SUITE 950 BENCHMARK 16866 Seville Avenue
WEST COVINA, CA 91791 CALTRANS BENCHMARK NO. 8-17 Fontana, California 92335
(626) 858-8666 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N10 (909) 356-1815 Fax (909) 365-1795
HIGHLAND AVENUE, 0.2 MI W/O SAN SEVAINE ROAD, IN SOUTH
CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST 'o
ALONG HIGHLAND AVENUE FROM SIERRA AVENUE Raymo& J. Allar1r, R.C.E. 36052 Date
EL= 1428.609 (expires 6/30/2018)
PENNSYLVANIA AVENUE
SEE SHEET 3
64
32' 32
12' 20'_ 20'_ 12'
28
PAD= 1580.9 7
12+07.56 ST.
_1�112+88.00 ST.
PROPOSED R/W--j
z
-9 110-
21 5�_®
PAD= 1579.4 =3 :20 z
z:
:X
00
C*4 C14
DRAWN BY.
HMG /DBW
No. 36052
Exp. 6/30/
CIVI\-
CHECKED BY.
RJA
Ei
0
11
PENN YLVANIA AVENUE
SEE SHEff 3
CITY OF-- FONTANA --CALIFORNIA
SEWER IMPROVEMENT PLANS
SCALE:
TRACT NO. 18981
AS NOTED
MICHIGAN PLACE &
DATE.
MV,,RWD LANE July, 2018
DRAWING NO.:
5697
Filename: 1:\Grand Pacific Communities - 339\TrI8981 Citrus and Curtis\DWG"s\FINAL DESIGN\SEWER\SEWER PLAN TR 18981 SHT 2.dwg