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PE= 1 462.3 PE= 1 463.5 P E= 1 464.6 PE= 1 465.8 :z 10+00.00 LARKSTONE STREE'r= I PE CITY DWG. NO. 5648
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LOT NO. DESIGN STA.
4" SEWER LATERALS TRACT 18987
LOT NO.
DESIGN STA. OAS
-BUILT" STA. BACKWATER
YES NO
LOT NO.
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-BUILT STA. BACKWATER
YES NO
24
15+01
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NO
95
14+67
NO
33
14+48
NO
96
13+82
26
32
31
30
29
28
27
26
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YES
98
12+72
YES
5'
12+83
YES
99
12+17
NO
29
12+28
NO
100
11+62
YES
30
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1 458.0
PE= 1 459.2
PE= 1 460.3
PE= 1 461.4
PE= 1 462.6
PE= 1 463.7
PE= 1 464.8
PE= 1 465.7 PE= 1 466.5
10+59
CASEY WAY
4" SEWER LATERALS TRACT 18987
LOT NO. DESIGN STA.
4" SEWER LATERALS TRACT 18987
LOT NO.
DESIGN STA. OAS
-BUILT" STA. BACKWATER
YES NO
LOT NO.
DESIGN STA. "AS
-BUILT STA. BACKWATER
YES NO
24
15+01
NO
95
14+67
NO
25
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NO
96
13+82
26
13+93
YES
97
13+27
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YES
27
13+38
YES
98
12+72
YES
28
12+83
YES
99
12+17
NO
29
12+28
NO
100
11+62
YES
30
11+73
NO
101
11+06
YES
31
11+18
YES
102
10+59
YES
32
1 10+61
YES
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TOLL FREE '"mm"I -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
ENGR. I DATE I CITY I 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
CONSTRUCTION NOTES
0
23
15+18.97 CASEY WAY=
20+17.95 CAPSTONE STREET
CL SMH #12
(.�lCONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
(2 CONSTRUCT 48n 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
'Q__
rCONSTRUCT SEWER BACKFLOW VALVE
-REMOVE EXISTING 8n SEWER PLUG
Prepared For:
LENNAR HOMES
980 MONTECITO DRIVE
SUITE 302
CORONA, CA 92879
TEL (951) 817-3545
FAX (951) 951-3650
10+00.00 CL LARKSTONE STREET= 22+76.00 SAN SEVAINE ROAD EXISTING SMH EXISTING 66" RCP STORM DRAIN PER CITY DWG. NO. 2783 EXISTING 8" SEWER PER CITY DWG. NO. 2704 C%
OAN SEVAINE
BASIS OF BEARINGS:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N,
Pr%w q P LA ppp Prrr)pn nP Q H MIPY R / I A - A)
PROPOSED WQMP STORM DRAIN
SYSTEM PER CITY DWG. NO. 5648
LARKSTONE STREET
4" SEWER LATERALS TRACT 18987
LOT NO. DESIGN STA.
"AS -BUILT STA.
BACKWATER
YES I NO
53 12+64
No
54 12+21
cr)
I NO
Prepared By:
ALLARD ENGINEERING
$ . . . 9
BEING: N 89*37'36- E 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 96 rz L 343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, R.C.E. 85349 DATE
EL= 1 428.609 (expires 6/30/2018)
GRAPHIC SCALE
1E
(IN FEET)
1 INCH = 40 FT.
y ?,()FESS/ CITY OF FONTANA, CALIFORNIA '451) K. q4.1 SEWER IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 18987 SCALE:
DBW/HMG
No. 85349 rn
Exp. 6 30 18 rri DESIGNED BY: CASEY WAY DATE:
DBW )LARKSWNE STREET October, 2017
CjVj\_ CHECKED BY: APP DRAWING N .,I; ��7 2
OF' RKA DATE: 5649
CITY ENGINEER R.C.E. 51152 6
Filename: 1:\Walker\DWGS\FINAL DESIGN\SEWER\SEWER SHT 2.dwg
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GRAPHIC SCALE
1E
(IN FEET)
1 INCH = 40 FT.
y ?,()FESS/ CITY OF FONTANA, CALIFORNIA '451) K. q4.1 SEWER IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 18987 SCALE:
DBW/HMG
No. 85349 rn
Exp. 6 30 18 rri DESIGNED BY: CASEY WAY DATE:
DBW )LARKSWNE STREET October, 2017
CjVj\_ CHECKED BY: APP DRAWING N .,I; ��7 2
OF' RKA DATE: 5649
CITY ENGINEER R.C.E. 51152 6
Filename: 1:\Walker\DWGS\FINAL DESIGN\SEWER\SEWER SHT 2.dwg