HomeMy WebLinkAbout5376-4OTHERS
40
PAD= 1409.5
0 (D O
41 42 43
PAD= 1411.2 3 PAD= 1412.9 PAD= 1414.6
PROPOSED
�R/W
l 3 J (TYP)
12t__Cb"�
N 12'01'00" W 13 199.93',I"_1
— ZC- 1
44
PAD= 1415.8
PARK L 8" WATER (nP) ...._.._ .._. _.
» » /j. Q f BY OTHERS 3 9 PROPOSED } ``i
LOT B Z a
s
a � 3 (TYP)
I{ 4 13 12 11 t ,
14 10
PAD `405.1 PAD= 1406.8 PAD= PAD10.0 PAD= PAD= PAD= 1415.1 PAD= 1416.7
16.7
.
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Cq �
EDGEWATER WAY U o�W
2 ++N
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
0 � SHOULD CONSTRUCTION OF REQUIRED Prepared For:
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL LENNAR
SHOWN HEREON AND CARRIED FORTH IN A 980 MONTECITO DRIVE, SUITE 302
DIAL T W ❑ WORKING DILIGENT MANNER, THE CITY ENGINEER MAY CORONA, CA 92879
BEFORE DAYS BEFORE REQ UIRE REVISIONS TO THE PLANS TO
YOU DIG YOU DIG (951) 817-3545
BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
6
8 25
10+00.00 CANAL COURT=
�~ M 16+96.73 MONTGOMERY AVE
CL MH NO. 1
10+00.00 ST. CL CANAL COURT=
18+88.51 ST. CL MONTGOMERY AVENUE
STREET STATION
24
23
SEE SHEET 1
64'
32'1 32'
4 nr nn/ I nn$ 4 n
� ,I I 1�
00I
zl
I
12' 1 20' 20' 12'
32' F 32'
CAr
28
PAD= 1403.5
8" WATER
BY OTHERS
3O (TP)
37
PAD= 1403.5
O
0
29 30 31 32 48
f }
(
PAD= 1405.5 PAD= 1407.4 PAD=1408.1 PAD= 1408.4
PROPOSED
{ R/W , 12+17.19
3 (TP) i X M. R.P.
47
cO 1 N 00'00' 12" W 237.80' 2 '
4
°.�
_.W...___...............--___...................
........,._............
6
PROPOSED 18 WATER
R/W BY OTHERS
36 35 34 0 33
PAD= 1405.5 PAD=1407.3 PAD= 1408.1
PAD= 1408.4 45
zg
O � U N
� Z
IM
N J
U
MONTGOMERY AVENUE CANAL
SEE SHEET 2
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
COURT
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLAAD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (9091 365-1795
a 3 -t -fb
Ray and J. Ilard, A.C.E. 36052 Date
(expires 6/30/2016)
4"
SEWER LATERALS TRACT 18939
LOT NO.
DESIGN STA.
"AS—BUILT" STA. BACKWATER
YES NO
10
13+88
X
11
13+58
X
12
13+08
X
13
12+58
X
14
12+08
X
15
11+58
X
16
11+12
X
17
10+62
X
18
10+09
X
40
11+41
X
41
11+93
X
42
12+43
X
43
12+93
X
44
13+67
X
28
10+55
X
29
10+99
X
30
11+50
X
31
11+99
X
32
12+31
X
33
12+21
X
34
12+03
X
35
11+54
X
36
11+02
X
37
10+52
X
CONSTRUCTION NOTES
t41 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
CONSTRUCT BACKWATER CHECK VALVE
Q�pFESS/0�
J. 'q4<1
q�
�7 9?� DRAWN BY:
No. 36052 m HMG
1j M
Exp. 6/30/16 DESIGNED BY:
DBW
s�qT C 1 v � �' ��'\P CHECKED BY:
F OF CA��F� RJA
CITY OF FONTANA CALIFORNIA
SEWER IMPR OVENfNT PLAN
TRACT NO. W39
EDGEWATER WAY
CANAL COURT
> BY:
DATE: �
CITY ENGINEER R.C.E. 51152
SCALE:
AS NOTED
DATE:
March, 2016
DRAWING NO.: 4
5376 4
Filename: I:\Inland Construction — Gabriella\ DWG's\ FINAL DESIGN\ SEWER\ PHASE 3\SEWER TR18939 SHT 04.dwg