HomeMy WebLinkAbout5649-3WELLSTONE WAY
SEE SHEET 4
60'
�18'
12' ,
I
P"
PROPOSED 36 STORM DRAINI w
PER CITY DWG. NO. 5648 elfN
62 0
N
PE=1446.3 I o
8" WATER I Z
I
Ll<
14+14.57 LARKSTONE STREET
10+00.00 WELLSTONE WAY
CL SMH NO. 3
63
PE=1446.5
CANDLENUT WAY
SEE SHEET 5
60'
30'30'
18' , 12'
72
PE=1449.7 dQ
73
PE=1449.7
16+59.64 LARKSTONE STREET=
10+00.00 CANDLENUT WAY 16+61.36 CL LARKSTONE STREET
CL SMH NO. 4 10+00.00 CL CANDLENUT WAY
86
PE=1453.3
8" WATER
17 18
N 89'00'23" E 276.07F/7,
GOLD FINCH WAY
SEE SHEET 5
60'
30' 30'
12' 18' _ 18' 12'
87
PE=1453.4
19+05.70 LARKSTONE STREET
10+00.00 GOLD FINCH WAY '
CL SMH NO. 5 R/W-\
102
PE=1457.8
21+53.77 LARKSTONE
10+00.00 CASEY WAY
CL SMH NO. 6
>-- r7
20 "' n 21
1 E P41.07'1_ o -
CASEY WAY
SEE SHEET 2
[C
32' 32'
20' 20' . 12'
I
I
w
1
TC 22
N 89100'23"E 139.66
32
3 (TYP)
4" SEWER LATERALS TRACT 18987
R/W
C:)
w
W
O
DESIGN STA.
W
4
O
22+78
��
O4
_
17+54
3 (TYP)
U
LLJ
Q
Q
W
C/)
C/)
490
WELLSTONE WAY
SEE SHEET 4
60'
�18'
12' ,
I
P"
PROPOSED 36 STORM DRAINI w
PER CITY DWG. NO. 5648 elfN
62 0
N
PE=1446.3 I o
8" WATER I Z
I
Ll<
14+14.57 LARKSTONE STREET
10+00.00 WELLSTONE WAY
CL SMH NO. 3
63
PE=1446.5
CANDLENUT WAY
SEE SHEET 5
60'
30'30'
18' , 12'
72
PE=1449.7 dQ
73
PE=1449.7
16+59.64 LARKSTONE STREET=
10+00.00 CANDLENUT WAY 16+61.36 CL LARKSTONE STREET
CL SMH NO. 4 10+00.00 CL CANDLENUT WAY
86
PE=1453.3
8" WATER
17 18
N 89'00'23" E 276.07F/7,
GOLD FINCH WAY
SEE SHEET 5
60'
30' 30'
12' 18' _ 18' 12'
87
PE=1453.4
19+05.70 LARKSTONE STREET
10+00.00 GOLD FINCH WAY '
CL SMH NO. 5 R/W-\
102
PE=1457.8
21+53.77 LARKSTONE
10+00.00 CASEY WAY
CL SMH NO. 6
>-- r7
20 "' n 21
1 E P41.07'1_ o -
CASEY WAY
SEE SHEET 2
[C
32' 32'
20' 20' . 12'
I
I
w
1
TC 22
N 89100'23"E 139.66
32
3 (TYP)
4" SEWER LATERALS TRACT 18987
R/W
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
LOT NO.
DESIGN STA.
3 (TYP)
4
O
22+78
R/W O4
O4
0R/W
17+54
3 (TYP)
K. 14<9�
34
22+34
520
51
50
490
480
470
46
45
440
430
42
41
40
39
38
37
36
35
34
3
PE= 1443.3
PE= 1444.27PE=1445.0
37
PE= 1445.8
PE= 1446.5
PE= 1447.3
PE= 1448.0
PE= 1448.8
PE=1449.5
PE= 1450.3
PE= 1451.1
PE= 1451.8
PE=1452.7
PE=1453.7
PE=1454.6
PE=1455.5
PE=1456.0
PE=1456.3
PE=1456.6
PE=1
PROPOSED WQMP STORM DRAIN J
SYSTEM PER CITY DWG. NO. 5648
4" SEWER LATERALS TRACT 18987
4" SEWER LATERALS TRACT 18987
34'
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
33
22+78
NO
43
17+54
YES
K. 14<9�
34
22+34
PLANS
NO
44
17+34
YES
Fit
35
21+84
LO
NO
45
16+84
YES
36
21+04
U Z
NO
46
16+04
1 NO
37
20+54
NO
47
15+84
YES
/
38
20+34
YES
48
15+13
YES
CITY ENGINEER C . 5115
39
19+54
YES
LLJ i
49
14+73
YES
40
19+34
YES
50
14+06
Z
NO
41
18+84
NO
51
13+82
NO
42
1 18+08
YES
52
13+04
YES
TOLL FREE '"mm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
L14+16.29 CL LARKSTONE STREET=
10+00.00 CL WELLSTONE WAY
ENGR. I DATE I CITY I DATE
LARKSTONE STREET
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 HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
\19+07.43 CL LARKSTONE STREET=
10+00.00 CL GOLD FINCH WAY
CONSTRUCTION NOTES
U41 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 SEWER BACKFLOW VALVE
BASIS OF BEARINGS: Prepared By:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N,ALLARD ENGINEERING
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
BEING: N 89'37'36" E rT. Civil Engineering -Land Surveying -Land Planning
16866 Seville Avenue
BENCHMARK :Fontana, California 92335
CALTRANS BENCHMARK #8-17 (909) 356-1815 Fax (909) 365-1795
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED V��7aj� -
343' N 0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 85349 DAA
EL= 1428.609 (expires 6/30/2018)
68' z
3
(IN FEET)
34'
34'
o
1 INCH = 40 FT.
12' 22
22'
12'
11 nI)
K. 14<9�
;2!N
IMPROVEMENT
PLANS
ti
Fit
TRACT NO.18987
I��
LO
0 No. 85349 m
DBW/HMG
DESIGNED BY:
U Z
Exp. 6/30/18 �
LARKS NE STREET
DBW
October, 2017
CHECKED BY:
APPR ED BY•
DATE: l;!9��
/
DRAWING NO.:
5649
3
DFCIVIL F'�P
cA��
jC140
6
CITY ENGINEER C . 5115
LLJ i
I
Z
II
!
o,l
a
III
I
Zl
I
i
I'III
CD
tl
N�
2'N---
U Z
�C.D
I I
23
I
-----------
II
a
III
I
II
I�
r EXISTING 2"
CCMWC
WATER LINE
, I
457.2
22+86.43 LARKSTONE STREET 2
\21+55.50 CL LARKSTONE STREET= CL SMH NO. 7
10+00.00 CL CASEY WAY
4
Ef
Filannmo- I•\ Wnik,-A nwr.q\ FINOI IIFCI(:N\ CFWFR\ CFWFR qwT ; ,iwn
(IN FEET)
1 INCH = 40 FT.
CITY OF
FONTANA, CALIFORNIA
Q�OFESS,O�
K. 14<9�
SEWER
IMPROVEMENT
PLANS
ti
DRAWN BY:
TRACT NO.18987
SCALE:
0 No. 85349 m
DBW/HMG
DESIGNED BY:
DATE:
Exp. 6/30/18 �
LARKS NE STREET
DBW
October, 2017
CHECKED BY:
APPR ED BY•
DATE: l;!9��
/
DRAWING NO.:
5649
3
DFCIVIL F'�P
cA��
RKA
6
CITY ENGINEER C . 5115
Filannmo- I•\ Wnik,-A nwr.q\ FINOI IIFCI(:N\ CFWFR\ CFWFR qwT ; ,iwn