HomeMy WebLinkAbout5649-5N
N
(n
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O
N
0
Q
j
0
0
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J
47
46
10+00.00 CANDLENUT
16+59.64 LARKSTONE
CL SMH NO. 4
45
10+00.00 CL CANDLENUT
116+61.36 CL LARKSTONE
I II
II
II 720
li PE=1449.7
3 � O
1 AW
71 (j) 700
PE=1451.3 PE=1453.0
„ ,2�E -1311
68
69 PE=1457.0 \
14+13.73 CANDLENUT WAY=
PE= 1454.6 2 14+80.19 CAPSTONE STRE
, ,S l(TYP) CL SMH NO. 10
11 2' 11 20' 20' 12'
32' 32'
64'
LARKSTONE STREET
SEE SHEET 3
TOLL FREE 'I1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
CANDLENUT WAY
4" SEWER LATERALS TRACT 18987
Prepared For:
LENNAR HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
8" WATER,
13+11.15
CANDLENUT WAY
68
13+29
3 MID)
NO
CL SMH ND.
13
8" WATER
730
74 0
75 0
76 0
77
780
PE=1449.7
PE= 1451.1
PE=1452.5
PE=1453.8
PE=1455.2
PE=1456.1
11 2' 11 20' 20' 12'
32' 32'
64'
LARKSTONE STREET
SEE SHEET 3
TOLL FREE 'I1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
CANDLENUT WAY
4" SEWER LATERALS TRACT 18987
Prepared For:
LENNAR HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
LOT N0.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
68
13+29
TRACT NO. 18987
CANDLENUT WAY
1301 -4 -FINCH WAY
NO
69
12+31
8" WATER
NO
70
11+69
YES
87 0
71
11+07
YES
910
72
10+58
YES
PE=1453.4
73
10+70
YES
PE=1458.7
74
11+05
YES
75
11+58
YES
76
12+17
YES
77
12+63
YES
NO
78
13+16
YES
NO
79
13+77
YES
NO
REVISION DESCRIPTION
ENGR. I DATE I CITY I DATE
12
14+16.99 CL
13
WAY=
39
38
's 10+00.00 GOLD FINCH WAY=
19+ . 3 CL CAPSTONE STREET
\ 14
PE=79 \W15
457.3 �
12' 20' 20' 12'
32 32'
64'
CAPSTONE STREET
SEE SHEET 6 LARKSTONE STREET
�w
N
0
0
00
u
II 86 0 85 0
PE=1453.3 PE=1454.7
10+00.00 GOLD FINC WAY= 2
19+05.70 LARKSTONE STREET
\L SMH NO. 5 ,
37 1
elI
I
1 N
O
12' 1 20' 1 20' 12'
32' 32'
64'
84 0 83 82 0
PE=1456.1 PE=1457.5 PE=1459.0
12 58.00 GOLD FINCH
CL SMH NO. 14
NMI
810 80
PE=1460.4 PE=1462.2
2 15+16.29 GOLD FINCH WAY=
17+76.45 CAPSTONE STRE
CL SMH N0. 11
u
SEE SHEET 3
CONSTRUCTION NOTES
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 SEWER BACKFLOW VALVE
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
GOLD FINCH WAY
4" SEWER LATERALS TRACT 18987
Prepared For:
LENNAR HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
3 TYP)
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
80
14+34
TRACT NO. 18987
CANDLENUT WAY
1301 -4 -FINCH WAY
NO
81
13+46
8" WATER
APP VED
DATE: '
82
12+84
YES
87 0
880
890
90
910
92
930
94
PE=1453.4
PE=1454.8
PE=1456.1
PE=1457.4
PE=1458.7
PE=1460.1
PE=1461.4
PE=1462.5
SEE SHEET 3
CONSTRUCTION NOTES
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 SEWER BACKFLOW VALVE
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
GOLD FINCH WAY
4" SEWER LATERALS TRACT 18987
Prepared For:
LENNAR HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
80
14+34
TRACT NO. 18987
CANDLENUT WAY
1301 -4 -FINCH WAY
NO
81
13+46
YES
APP VED
DATE: '
82
12+84
YES
83
12+25
NO
84
11+66
YES
85
11+07
YES
86
10+58
YES
87
10+60
YES
88
11+11
YES
89
11+69
YES
90
12+23
NO
91
12+81
YES
92
13+34
YES
93
13+90
YES
94
1 14+72
1 1
NO
4
17
18
15+17.07 GOLD FINCH WAY=
1_7fMA0 CAPSTONE STREET
`mill
J_L2
1 I
12' 20' 1 20' 112'
32' 32'
64'
CAPSTONE STREET
SEE SHEET 6
GRAPHIC SCALE
(IN FEET)
1 INCH= 40 FT.
Prepared For:
LENNAR HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
BASIS OF BEARINGS:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N,
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
BEING: N 89'37'36" E
BENCHMARK:
CALTRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
343' N 0 I-210 0.2 MILES WEST OF SAN SEVAINE RD.
/
EL= 1428.609
Prepared By: oFESS/
ALLARD ENGINEERING �O Q �� K. -44
Civil Engineering Land Surveying Land Planning � O
g g - Y g - g � �a 0
C16666 Seville Avenue No. 85349 m
Fontana, California 92335 W m
(909) 356-1815 Fax (909) 365-1795 °G Exp. 6/30/18
v(`tiUGz �,�. �6 �y� C I v t _ `
ROBERT If. ALLAH , A.C.E. 85349 DA-� F of cALeFcR�
(expires 6/30/2018)
( P�
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
DBW/HMG
TRACT NO. 18987
CANDLENUT WAY
1301 -4 -FINCH WAY
SCALE:
DESIGNED BY:
DBW
DATE:
October, 2017
CHECKED BY:
RKA
APP VED
DATE: '
DRAWING NO.:
5
5649 6
CITY Iff R.C.E. 51152