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CITY OF ONTARIOI
WEST EAST
R/W R/W
120'
60' 60'
94
13' 47' 47' 13'
5' 7' 18' 29'
ur raimi
94+41.63 TO 97+33
ETIWANDA AVE
TYPICALI
NOT TO SCALE
ONTARIOss
CITY OF
WEST
R/W
60'
94'
13' 47'
JOIN EXIST-,
SURFACE
L
EXIST CURB13
AND GUTTER
60'
47' 13'
5' 7' 21' 5' X21''
JOIN EXIST
^� SURFACE _
3 4 13 EXIST CURB
AND GUTTER
COLD MILL AND OVERLAY 4 97+33 TO 105+84
ENDS STA. 101+50 THIS ETIWANDA AVE
SIDE ONLY. TYPICAL
NOT TO SCALE
ITS OF ONTARIO
WEST
R/W
60'
79-94'
13' 47'
JOIN EXIST
SURFACE
L — — — —
13
CITY OF ONTARIO
WEST
R/W
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE
4.
UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT
PROJECT SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE
1 .0%
LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE
UTILITIES AGENCY (IEUA), THE CITY OF FONTANA AND THE STANDARD
1 .0%
1 .0%
CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND
1 .Oslo
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
THE IEUA STANDARD DETAIL SHEET OF THIS PLAN SET (SHEET No. 9) AS
1 .0%
3.5%
APPROPRIATE.
5.
IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY
42+50
VARIES
SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
VARIES
SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY,
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
VARIES
(2% )
1.7%
1.9%
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
6.
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
LOCATION AND ELEVATION OF EXISTING SEWER MAIN (S) AND NOTIFY AND
SHOWN ON THESE PLANS.
OBTAIN APPROVAL OF THE DESIGN ENGINEER AND IEUA OF ANY
VARIATION FROM DESIGN.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE
REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER.
7,
CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA
UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE
UNTIL AFTER THE ISSUANCE OF A PERMIT BY IEUA TO ALLOW THE
CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD
CONSTRUCTION AND ALSO AFTER A PRE—CONSTRUCTION CONFERENCE TO
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION.
pne
60'
32'-47'
7' 25'-29'
VAR.
rl
105+84 TO 108+70
ETIWANDA AVE
TYPICAL TI
NOT TO SCALE
mm
CITY OF FONTANA
EAST
R/W
28'
3'- 7'
EXIST EDGE
OF PVMT
CITY OF FONTANA
EAST
R/W
TO JOIN
8. IN ADDITION, IEUA AND THE CITY OF FONTANA SHALL BE NOTIFIED A
MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY
OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY
IEUA AND/OR CITY OF FONTANA.
9. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF
INDUSTRIAL SAFETY PERMIT TO IEUA AND TO THE CITY OF FONTANA,
10. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC
STRIPING &/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS
HAVE BEEN EIHTER REMOVED OR THE EFFECTIVENESS OF WHICH HAS
BEEN REDUCED, RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL
BE DONE IN CONFORMANCE WITH THE SPECIFICATIONS,
JOIN EXIST CURB —
AND GUTTER
1
JOIN EXIST CURB
AND GUTTER
1
NORTH SOUTH
R/W R R' - Q n, R/W
JOIN EXIST CURB —
AND GUTTER
1
Ott I, ��� 'L IhOLL
13 4 3 13
35+50 TO 62+00
MARLAY AVE,
SECTIONTYPICAL
NOT TO SCALE
— JOIN EXIST CURB
AND GUTTER
I
"®
11 +00
LT. CROSS SLOPE
1 .0%
RT.
3.%
15+90
1 .0%
3.9%
21 +00
26+ 00
1 .0%
1 .0%
3.9%
3.8%
29+ 20
1 .Oslo
3.3%
32+46
1 .0%
3.5%
37+50
VARIES
2.0%
42+50
VARIES
2.0%
47+50
VARIES
2.0%
52+00
57+50
VARIES
(2% )
1.7%
1.9%
2% — DENOTES PROPOSED CROSS SLOPE
(2%) — DENOTES EXISTING CROSS SLOPE
CONSTRUC'nON NOTES
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO 1003
REMOVE EXIST AC AND RECONSTRUCT 0.54' AC OVER NATIVE PER SPECS
4 COLD MILL EXIST 0.15' AND OVERLAY 0.15' AC
(NOT USED)
12 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD PLAN NO 136
13 PROTECT IN PLACE
22 REMOVE EXISTING AC DIKE