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THE CONTRACTOR
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITA
CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING SAFETY
OF ALL PERSONS ANI,
PROPERTY; THAT,
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKINIF
HOURS; AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND
HOLD THE CITY OF
ONTARIO, THE OWNER,
AND THE PRIVATE
ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY;
REAL OR ALLEGED,
IN CONNECTION WITK
PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE
SOLE NEGLIGENCE OF
TH• OR
of 0 lift
A "`• A IWALTATAA19 i A f • A ` •. i i
CONTRACTOR SA ALL CONDITIONSAND DIMENSIONS AND SHALL REPORTDISCREPANCIES • THE
PRIORENGINEER COMMENCEMENT WORK.
11111111 c
.
A.B.
C.I.P.
-PROPERTY
-RIGHT OF WAY
•' OF CURB
-FLOW
-FINISH SURFACE
•. OF •
POINT
FLOOR
-ROOFDRAIN
-REINFORCED CONCRETE
-SLOPE
-FINISH GRADE
-STORM -♦
-TOP OF RAIL
-GRADE-STREET LIGHT
BREAK.•
OF
-BACK-CURB FACE
OF WALK
-LANDSCAPING
-AGGREGATE BASE
-POLY VINYL CHLORIDE
• PIPE
-FIRE HYDRA
-POWER POLE
-VITRIFIED : PIPE
C.B.
—CATCH BASIN
B.C.R.
—BEGINNING OF CURB RETURN
E.C.R.
—END OF CURB RETURN
L.P.
—LOW POINT
S.W.
—STEM WALL
T.O.P.
—TOP OF PIPE
B.O.P.
—BOTTOM OF PiPE
R
—RADIUS
T.F.
—TOP OF FOOTING
T.W.
—TOP OF WALL
C.M.B.
—CRUSHED MISC. BASE
S.F.
—SQUARE FEET
(0.00)
—EXISTING ELEVATION
B.O.W.
—BOTTOM OF WALL
T.G.
—TOP OF GRATE
N.G.
—NATURAL GRADE
TOP
—TOP OF SLOPE
TOE
—TOE OF SLOPE
E.P.
—EDGE OF PAVEMENT
A.C.
—ASPHALT CONCRETE
C.L.F.
—CHAIN LINK FENCE
CONC.
—CONCRETE
PKWY DRAIN
—PARKWAY DRAIN
H.C.
—HANDICAP
EXIST.
—EXISTING
TRANS PAD
—TRANSFORMER PAD
BLDG
—BUILDING
M.H.
—MANHOLE
T.B.
—TOP OF BERM
•
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MiNiMUM OF TWO WORKING DAYS PRiOR TO COMMENCING CONSTRUCTION.
AT&T: (510) 645-2929
CITY OF FONTANA: (909) 350-7610
TIME WARNER CABLE: (909) 975-3398
SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583
FONTANA WATER COMPANY: (909) 201-7333
SOUTHERN CALIFORNIA EDiSON COMPANY: (909) 928-8270
INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600
11111 0
0 9 M, I [A
•INSTALL SEWER LATERAL CLEANOUT PER CITY OF 1 PLAN NO. 2005
CONSTRUCT s EXTRA
, STRENGTH • SEWER r •
CONSTRUCT..
CONSTRUCTi OF 4 1 PLAN NO.ii
MH FRAME r
AND i OF i / NO. 100
•.REMOVE• ..
TRENCHi BEDDING PER CITY OF 1 1 1 PLAN NO. 1008
SHEET INDEX
1 TITLE SHEET
2 8" SEWER PLAN AND PROFILE
N.T.S.
2 EA
919 LF
102 LF
4 EA
1 EA
1,021 LF
BASIS s...
OF REMSION DESCRIPTION
SHOULD CONSTRUCTION OF THE REQUIRED 1
IMPROVEMENTS i w FONTANA,
�
THE BASIS • BEARINGS •
•
i
r
BOULEVARD
CALIFORNIA!SURVEY IS THE
OF FONTAM BENCHMARK NO. 0517 COMMENCE WITHIN
• • DATE OF APPROVAL
LAMIWA, CALIFORNIA i
I
-
COORDINATE SYSTEM (CCS83), ZONE 5 PK NAIL IN •A
DRAWN
vvvvs
..
. .
NORTH! !.
SHOWN THE NORTHWEST CORNER OF REDWOOD
• i • i
---S NOTED
-
_
-A!LOCALLY t • i
,�.
1 DIAL
■DESIGNED BY:
REFERENCEOPERATING ELEVA17ON 981.J6' BEFORE 'DAYS BEFORE J. P. S�jyj.A_,�_JAA VENUE 05/01/2018
tYOUr
fFYOU DIG • l •CONDITIONSAND
Date 10ji Z6•
�
l CHECKED BY' DRAWING
0
(BASIS OF BEARINGS: S 81 i
i STANDARDS IN EFFECT. 5756
--