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V PROP. 36" SO PER
DWG. NO. 5769
8" WATER BY OTHERS
FOR PROFILE_
SEE SHEET 7
lob 8" VCP
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TR 2021411f1 Pr] 13
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LOCATION. FLATTEN SEWER LATERALS
TO AVOID STORM DRAIN CONFLICT.
TOLL FREE -qmmmw- DIAL 811
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
PETRUS LANE
REV. I REVISION DESCRIPTION
22+00
23+00
R 2021 f1 3 Pr] 12
28
PROP. 18" SO PER DWG. NO. 5769
NO 23'I3"W 315.00'
22 - -
PROP. 36 " SD PER DWG. N0. 5769
OOF PROP. PROP, 18" SD PER
R/W DWG. NO. 5769
— PROP. 24 " SO PER
—DWG. NO. 5769
ENGR. I DATE I CITY I DATE
24+00
EXISTING POWER
LINE LIMITS
25+00 26+00
ME' PROPE RT Y
APJ\J 23-9— l" f1I" 20
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N N PROP, 30" SO PER DWG. NO. 5769
EXISTING POWER
LINE LIMITS
2
N023'I3"W 285,19'
-- � 26 �
-PROP. 18" SO PER DWG. NO. 5769
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APJ\J 23-9— l f11 —20
27+00
30
FOR PROFILE -
SEE SHEET 7
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28+00 29+00
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FUTURE LOT 'V' 31
o PRIVATE ALLEY
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o FOR PROFILE
SEE SHEET 7
N 8" VCP
R/W
NO 23'13"W 115.42'
28 29
PROP. 18" SO PER DWG NO. 5769
FUTURE LOT 'CC
PRIVATE ALLEY
PROP.
R/W
50 I 51 I 52
rho 20213 —F Pr] 4I
PREPARED FOR.
BASIS OF BEARING
ENGINEERING J57 N. SHERIDAN STREET
SHOULD CONSTRUCTION Of REQUIRED
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE
SUI TE 117
' LAND PLANNING CORONA, CALIFORNIA 92880
IMPROVEMENTS NOT COMMENCE WITHIN
1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE,
TEL. (951) 279-1800
TWO YEARS Of THE DATE Of APPROVAL
LENNAR HOMES
PER PARCEL MAP NO. 19434, P.M.B. 242/97-98.
SURVEYING FAX (951) 279-4380
SHOWN HEREON AND CARRIED FORTH IN
980 MONTECI TO DRIVE, SUITE 302
BEING: N00 3332 "W
Engineering, Inc.
A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE
CORONA, CA 92879
(951) 817-3545
BENCH MARK:
` \\•
WITH STANDARDS IN EFFECT.
FAX (951) 817-3650
CAL TRANS BENCHMARK #8-17
01/23/19
BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343 N/0 I-210, 0.2
AM/R H. FALLAHI , RCE 55534 DA TE
MILES WEST OF SAN SEVAINE RDOAD.
ELEVA TION= 1428.6 09
No. 55534 m DESIGNED BY.-
* JS/E
� C101 ��P DRAWN BY
CHECKED BY.
AHF
PROFILE SCALE
HORZ.• 1 " = 40'
VERT• 1 " = 4'
CONSTRUCTION NO TES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
2� CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001
g
ELPC18-000049 12
CITY OF FONTANA, CALIFORNIA 3
SEWER IMPROVEMENT PLANS z
SCALE:
TRACT NO.20153 AS NOTED 3
MONTELENA ROAD
DA TE:
5TA. 20+00.0 TO STA. 2R#50.65 JAN. 2019
0l/ BY DRAWING NO:
DATE 2-12-2019 4
CITY ENGINEER RCE 51152 5768 7
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