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CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
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30' 30'
20' 20'
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� MH No 2
SHAPER COURT
SCALE: 1 "= 40'
0 40 80 120 160 * NOTE•
PREPARED FOR.°
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES
APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, 980 MONTECI TO DRIVE, SUITE 302
THE CITY ENGINEER MAY REQUIRE CORONA, CA 92879
REVISIONS TO THE PLANS TO BRING (951) 817-3545
THEM INTO CONFORMANCE WITH FAX (951) 817-3650
STANDARDS IN EFFECT.
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN.
BASIS OF BEARING- ENGINEERING J57 N. SHERIDAN STREET
SUITE 117 pFESS/p
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 c�OeR H. Fq �ql
114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800
PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEYING FAX (951) 279-4380 ti 2
BEING: N00 33 32"W Engineering, Inc. Lu No. 55534 IM
* Exp. 12/31 /19
BENCH MARK:C10-
CAL TRANS BENCHMARK 118-17 sT9TFpF CA1-�F���\P
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 07/11/2019
MILES WEST OF SAN SEVAINE ROAD. AMIR H. FALLAHI , RCE 55534 DA TE
ELEVA TION=1428.609
DESIGNED BY.•
JS
DRAWN BY
PB
CHECKED BY
AF
41
P=1675.5
1A
40 I 39
P=1675.9 P=1676.3
2 14+33.06 SHAFER COURT=
9+88.17 ROYAL OAKS WAY
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CONSTRUCTION NOTES
PROFILE SCALE
HORZ: 1 " = 40'
VERT.• 1 " = 4'
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60,
30,
20'
1�
38
P=1676.6
37
361
0
O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
0
lA CONSTRUCT 4" VCP SEWER LATERAL & HOUSE CLEANOUT PER
CITY STD. PLAN NO. 2005
3
a
OCONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. o
PLAN NO. 2001
3O REMOVE PLUG & JOIN 8" SEWER N
z
CITY OF FONTANA, CALIFORNIA
N
ON -SITE SEWER IMPROVEMENT PLAN
SCALE:
TRACT NO.20214 3 AS NOTED
OAKVILLE STREET & SHAFER COURT DA TE:
JUL Y 2019
APPROVED BY. ATE 8/1 /2019 DRAWING N0: 3
CITY ENGINEER RCE 51152 5809 $ 3
0
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