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I 2 10+00.00 REDSTONE WAY =
11+67.97 LARKSTONE STREET
CL SMH NO. 1
I BASIN FLOOR=1434.5
I
I�
I�
10+00.00 CL REDSTONE WAY=
11+69.22 CL LARKSTONE STREET
I
54
i 12" PVC WQMP
I I PER CITY DWG. NO.
i53
I
_A R KSTO N E STREET
SEE SHEET 2
I 0 1 0 2
PE=1444.4 PE=1446.0
I ' R/W
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FN 00'2 VC 12"1E 254.56'
(TYP)
4
55
PE=1444.2
8" WATER
36" STORM DRAIN
PER CITY DWG. NO.
12' 20' 20' 12'
32 32'
64'
LARKSTONE STREET
SEE SHEET 3
0
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o
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o TOLL FREE 1-800-227-2600
~o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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56
PE=1446.2
0 3
PE=1447.6
8" WATER
57
REDSTONE WAY
REDSTONE WAY
4" SEWER LATERALS TRACT 18987
LOT NO.
DESIGN STA. "AS
-BUILT" STA. BACKWATER
YES NO
1
10+69
YES
2
11+20
YES
3
11+75
YES
4
12+32
NO
55
10+50
YES
SEEMS ■
11+56
YES
66
12+22
12+48.15 CAPSTONE STREET
2
13+00
MEN
EL=1428.609
CL SMH NO. 9"
■■I In SOME■
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-339.62'
10
13+40.76 CL WELLSTONE WAY=
°OU112+38.15
CL CAPSTONE STREET
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/W
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WATER
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11
063
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PE=1449.9
PE=1451.7
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11+67.97 LARKSTONE STREET
CL SMH NO. 1
I BASIN FLOOR=1434.5
I
I�
I�
10+00.00 CL REDSTONE WAY=
11+69.22 CL LARKSTONE STREET
I
54
i 12" PVC WQMP
I I PER CITY DWG. NO.
i53
I
_A R KSTO N E STREET
SEE SHEET 2
I 0 1 0 2
PE=1444.4 PE=1446.0
I ' R/W
� v
r ... _
FN 00'2 VC 12"1E 254.56'
(TYP)
4
55
PE=1444.2
8" WATER
36" STORM DRAIN
PER CITY DWG. NO.
12' 20' 20' 12'
32 32'
64'
LARKSTONE STREET
SEE SHEET 3
0
o O
N
0
o
DIALTWO
BEFORE AYSWBEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
~o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
0_
REV.
R/W —/
56
PE=1446.2
0 3
PE=1447.6
8" WATER
57
REDSTONE WAY
REDSTONE WAY
4" SEWER LATERALS TRACT 18987
LOT NO.
DESIGN STA. "AS
-BUILT" STA. BACKWATER
YES NO
1
10+69
YES
2
11+20
YES
3
11+75
YES
4
12+32
NO
55
10+50
YES
56
11+56
YES
4
PE=1448.9
0
5
8
6
12+76.54 CL
7
lel I '�� j IIS
12' 20' 1 20' 12'
32' 32'
64'
CAPSTONE STREET
SEE SHEET 6
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 HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
36" STORM DRAIN
PER CITY DWG. NO. 5648
51
2 10+00.00 WELLSTONE WAY=
14+14.57 LARKSTONE STREET
CL SMH NO. 3 50
10+00.00 CL WELLSTONE WAY=
14+16.29 CL LARKSTONE STREET
PROPOSED WQMP STORM DRAIN
SYSTEM PER CITY DWG. NO. 5648
f:1
062
061
060
59 0
60
PE=1446.3
PE=14 8.0
61
11+05
YES
62
3 (TYP)
R/WE=1450.0
63
N
YES
64
11+10
YES
13+39.62 WELLSTONE STREET=
11+66
YES
66
12+22
12+48.15 CAPSTONE STREET
2
13+00
NO
EL=1428.609
CL SMH NO. 9"
N 00'21'02E
Ti
-339.62'
10
13+40.76 CL WELLSTONE WAY=
°OU112+38.15
CL CAPSTONE STREET
R/W-
/W
WATER
WATER
8" WATER
11
063
064
065
066
67
, UA
PE=1446.5
PE=1448.2
PE=1449.9
PE=1451.7
PE=1453.0
12' 20' 1 20' 1 12'
32' 32'
64'
LARKSTONE STREET
SEE SHEET 3
WELLSTONE WAY
4" SEWER LATERALS TRACT 18987
LOT NO.
DESIGN STA. "AS
-BUILT" STA. BACKWATER
YES NO
60
11+89
YES
61
11+05
YES
62
10+55
YES
63
10+60
YES
64
11+10
YES
65
11+66
YES
66
12+22
YES
67
13+00
NO
WELLSTONE WAY
CONSTRUCTION NOTES
12' 20' 20' 12'
32 32'
64'
CAPSTONE STREET
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 SEWER BACKFLOW VALVE
BASIS OF BEARINGS:
Prepared By:
THE SOUTH LINE OF THE NE 1/4 0'F SECTION 26, T1 N,
ALLARD ENGINEERING EzOFESS/C
p Q .� K. �ql
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
�``
ti0
DRAWN BY:
BEING: N 89'37'36" E
Civil Engineering - Land Surveying - Land Planning
0
C/0
16866 Seville Avenue — z
0 No. 85349 m
DBW
BENCHMARK:
Fontana, California 92335
�
DESIGNED BY::
CALTRANS BENCHMARK #8-17
(909) 356-1815 Fax (909) 365-1795 °L Exp. 6/30/18
DBW
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
- �q�� L\��
V-14117 CIVI
CHECKED BY:
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
O
ROBERT K. ALLARD, A.C.E. 85349 DATE F CAS
RKA
EL=1428.609
(expires 6/30/2018)
4
(IN FEET )
1 INCH= 40 FT.
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
G TRACT NO.18987 SCALE:
REDSTONE WAY DATE:
WE ST(?E WAY October, 2017
APPrEp��,jDRAWING NO.: 4
DATE: t ' �g ' / 5649
('ITY FN[_INFGR R f` F ri1 1 Rl)