HomeMy WebLinkAbout5354-3II
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3 PROPOSED R/W ++ PROPOSED R/W
" \ N o 3 (TYP) 3 (TYP)
36 STORM N :;,_
PER CITY G h w _ .... I •,
NO. 5349 -�
rgo
l
— —le"' -24" STORM DRAIN PER
l+ CITY DWG. NO. 5349
68
i
i 001
£ G I z
12' 20' 20' $ 12'
2' 32
64'
BACKWATER LANE
SEE RICHT HEREON
TOLL FREE '"mm'j-800-227-2600
PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SAN JACINTO AVENUE
11 0 12 1 N 00'00' 12" 13 326.34' 14 1 15
.............. s........
1
n .
' I �
3M
� , `J 8" WATER 36 STORM DRAIN PER
PROPOSED
R/W ` , BY OTHERS CITY DWG. NO. 5349
r N —
I bol PARK a Zczi
001 LOT A I i
3: z ;
112'118' 1
2',8r18'
830'' 21 SLEEPY CREEK 12 20' 20' 12'
32' 32'
60'
BAYOU LANE
SEE SHEET 5
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
SAN JACINTO AVENUE
CONSTRUCTION NOTES SEE SHEET 6
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
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
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
1-1
I,/ -JiVRm URnnv FCR
CITY DWG. NO. 5349
4"
SEWER LATERALS TRACT 18939.1
SEE SHEET 6
LOT NO. DESIGN STA. "AS—BUILT"
TZ;
58
68'
X
13+59
34'
34Q
X
X
12' 22'
22' 12'
W LUW
X
61
11+43
57
X
62
Yg
X
X
WI
LU
L O
67 WI
cV)
U-)
-mi
a o I
PAD= 1388.6 n
:t z
00
13+43
X
66
Ln CO
X
+LO
67
14+72
1
X
I
I N N # 6`
11 0 12 1 N 00'00' 12" 13 326.34' 14 1 15
.............. s........
1
n .
' I �
3M
� , `J 8" WATER 36 STORM DRAIN PER
PROPOSED
R/W ` , BY OTHERS CITY DWG. NO. 5349
r N —
I bol PARK a Zczi
001 LOT A I i
3: z ;
112'118' 1
2',8r18'
830'' 21 SLEEPY CREEK 12 20' 20' 12'
32' 32'
60'
BAYOU LANE
SEE SHEET 5
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
SAN JACINTO AVENUE
CONSTRUCTION NOTES SEE SHEET 6
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
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
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
1-1
I,/ -JiVRm URnnv FCR
CITY DWG. NO. 5349
4"
SEWER LATERALS TRACT 18939.1
QROF
LOT NO. DESIGN STA. "AS—BUILT"
STA. BACKWATER
YES NO
58
10+07
X
13+59
59
10+79
X
X
60
10+93
X
X
61
11+43
57
X
62
12+03
X
X
63
12+43
X
70
64
12+93
X
12+62 1 1
65
13+43
X
66
13+93
X
67
14+72
1
X
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
SEE LEFT HEREON
CAI
4"
SEWER LATERALS TRACT 18939-1
QROF
LOT NO. DESIGN STA. "AS—BUILT" STA. BACKWATER
YES NO
52
13+69
X
53
13+59
X
54
13+08
X
55
12+58
X
56
12+08
X
57
11+58
X
68
10+61
X
69
11+22
X
70
11+74
X
71
12+62 1 1
X
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
n (909) 356-1815 Fax (909) 365-1795
I1Cj 3-(•f�
Raymond 1. All rd, A.C.E. 36052 Date
(expires 6/30/20161
BACKWATER
SEE SHUT 7
CRAPHIC SCALE
0 20 40 80
(III RET)
1 RKH = 40 FT.
52
PAD=1380.0
ESS/
CITY OF FONTANA, C4 1FOR ILA
QROF
SEWER bWROVEMENT PLAN
J.q4'
�z
DRAWN BY:
TRACT NO. V939.1
SCALE:
�
UJ No. 36052 m
HMG
SLEEPY CREW & BACKWATER LANE
AS NOTED
DESIGNED BY:
DATE:
Exp. 6/30/16 �
��qTF
DBW
March, 2016
CHECKED BY:
A ED BY:
' 3 ' ��
NO-:
3
OF / V 1 �\F ��\P
CAS
RJA
DATE: _;r
IDRArrnvG
S354
a
CITY ENGINEER R.C.E. 51152
Filename: I:\Inland Construction — Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 03.dwg