HomeMy WebLinkAbout2450-1GENERAL WTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM
TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(GREEN BOOK), LATEST EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING
DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL
INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA
ENGINEERING DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF
ANY WORK AT (909) 350-6632.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT
WHERE OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
7. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED
WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO O'BTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE
FROM CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE
AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR
AFTER PAVEMENT IS IN PLACE.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR
DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY
PURSUE THAT PORTION OF THE WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER
MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED
ON THE PLANS.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO
DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE
WITH THE CITY STANDARD SPECIFICATIONS.
16. "AS–BUILT" PLANS SHALL BE PROVIDED
TO THE ENGINEER OF RECORD,
BY THE CONTRACTOR.
THE ENGINEER OF RECORD SHALL PROVIDE
"RECORD DRAWING" TO THE
CITY PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN SYSTEM.
City of Fontana, utility notification list
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17. City of Fontana
Pacific Bell Co.
Attn: Carlos Navarro
Attn: Virginia Becker
8353 Sierra Avenue
3939 E. Coronado Street
Fontana, CA. 92335
Anaheim, CA. 92807
(909) 350-6632
(714) 666-5467
So. Calif. Gas Company
Underground Service Alert
Attn: Dennis Freeman
(800) 422-4133
1981 W. Lugonia Avenue
15
Redlands, CA. 92374
Comcast ( Cable N )
(909)1"335-7547
Attn: Jack Hayes
Emergencies: (800) 427-2200
1205 Dupont Ave.
W=10'
Ontario, CA. 91761
So. Calif. Edison Company
(909) 390-4738
300 N. Pepper Avenue
18
Rialto, CA. 92376
General Telephone Company
820-5598 – Underground
Attn: Steve Hock
909875-5100 – Transmission
1400 E. Phillips Blvd.
1909
213 637-1233 – Pipelines
Ontario, CA. 91766
909 357-6223 – Distribution
(800) 422-4133
8001 422-4133
t2120TD
Fontana Water Company
Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw
Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue
(619) 868-6040 Fontana CA. 92235
(909) 822-2201
Fax: (909) 823-5046
CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
FOR
TRACT NO. 15655
19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN
DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND PLANS PREPARED FOR
MOVEMENT MAY BE EXPECTED.
20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR Landings
750 L.L.C.
TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/OHSA.
Ben Anderson
W. Orangethorpe
ntia, California 92670
) 996-6700
1"-3
SHEET 3
WDEX MAP
SCALE: 1 "=400'
SHEET 4
3" MAX SIZE NATIVE
SOIL, COMPACTED 957
6" MIN.
10" MAX.
'- rrm'�"rrr—TT,
N
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
N�
PROPOSED RCP
STORM DRAIN
6" MIN.
10" MAX.
1 " MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
NIM
TYPICAL BEDDING FOR RCP
STORM DRAIN .
NOT TO SCALE
REVISIONS ingineer
Date: C��val Date: BENCHMARK
pprovalCALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090
CONSTFMTION NOTES ESTIMATE OF G1C14=S
0-- CONSTRUCT 18" DIA. REINFORCED CONCRETE PIPE
2 CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE
3 CONSTRUCT 30" DIA. REINFORCED CONCRETE PIPE
4a— CONSTRUCT 36" DIA. REINFORCED CONCRETE PIPE
5O— CONSTRUCT 42" DIA. REINFORCED CONCRETE PIPE
6a— CONSTRUCT 48' DIA. REINFORCED CONCRETE PIPE
0— CONSTRUCT 54" DIA. REINFORCED CONCRETE PIPE
ea— CONSTRUCT 72" DIA. REINFORCED CONCRETE PIPE
9
CONSTRUCT
MANHOLE PER APWA STD. -PLAN 320-0
10
CONSTRUCT
MANHOLE PER APWA STD. PLAN 321-0
11
CONSTRUCT
MANHOLE PER APWA STD. PLAN 322-0
12
CONSTRUCT
JUNCTION STRUCTURE PER APWA STD. PLAN
331-1
13
CONSTRUCT
TIMBER BULKHEAD PER DETAIL A
14
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-1,
W=4'
15
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-1,
W=7'
16
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-1,
W=10'
17
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-1,
W=14'
18
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-1,
W=21'
19
CONSTRUCT
36" C.M.P. RISER PER CALTRANS STD. PLAN
D93C
CONSTRUCT
TRENCH REPAIR PER CITY S. DWG. 131
t2120TD
CONSTRUCT
24" CMP. 10 GA.
343 L.F.
332 L.F.
629 L.F.
1274 L.F.
962 L.F.
2324 L.F.
616 L. F.
1260 L.F.
16 EA.
2 EA.
8 EA.
1 EA.
9 EA.
2 EA.
11 EA.
1 EA.
1 EA.
1 EA.
2 EA.
850 S.F.
472 L.F.
_VICAVIT'Y MAS'
SCALE: 1 "= 1/2 mile
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CIVIL
F OF CAoFO
Prepared By: CITY OF FONTANA . CALIFORNIA
ALLARD ENGINEERING
Civil Engineering — Land Planning
6101 Cherry Avenue Drawn By:
Fontana, California 92336 SCN
(909) 899-5011 Fax (909) 899-5014
Designed By:
11�"Mt J. kzn�l 2 -17 -`3G SCN
Ray and Y Allard, R.C.E. 36052 Date Checked By:
(expires 6/30/2000) 1 RJA
STORM DRAIN PLANS
for
TRACT NO. 15655
Appro4ed: �•�� ��- -�t.• /tom /'!• X
rr�iw CIN ENGINEER R.C.E. 25126
Scale:
1 "= J16
Date:
Feb.
Dwg. No.
2450
Filename: L:\DWG\10201\SD\SDRAINI.DWG
Date: December 17, 1996
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