HomeMy WebLinkAbout2468-1GENERAL NOTES
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 OBTAIN 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
C31KE 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 BACKFlL.L 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.
17• City of Fontana, utility notification list
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
17
Redlands, CA. 92374
Comcast ( Cable TV )
(909) 335--7547
Attn: Jack Hayes
Emergencies: (800) 427-2200
1205 Dupont Ave.
30" CMP
Ontario, CA. 91761
So. Calif. Edison Company
(909) 390-4738
300 N. Pepper Avenue
-CONSTRUCT
Rialto, CA. 92376
General Telephone Company
820--5598 - Underground
Attn: Steve Hock
909 875--5100 - Transmission
1400 E. Phillipa Blvd.
1909
213 637-1233 - Pipelines
Ontario, CA. 91766
909)357-6223 - Distribution
(800) 422-4133
800 422-4133
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
PLANS PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
A a.- r x+ . V
CIN OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
No.
Il l
TRACT NO. 15655-9
MMX MAP
SCALE: 1':'=400"
3' MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6" MIN.
110" MAX. 10' MAX.
------ -
N
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
PROPOSED RCP
STORM DRAIN
10 MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
--.
NOT TO SCALE
City BEN ,` 1, MAM
rtival Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
a ELEVATKON= 1428.6090
It z
18" DIA. REINFORCED CONCRETE PIPE
3---
CONSTRUCT
30" DIA. REINFORCED CONCRETE PIPE
9—
CONSTRUCT
MANHOLE PER APWA STD. PLAN 320-0
15
CONSTRUCT
0
--.
NOT TO SCALE
City BEN ,` 1, MAM
rtival Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
a ELEVATKON= 1428.6090
ESTIMATE OF QUAIJTITE8
NOTE: CONSTRUCTION NOTES 2, 4-8, 10-14, 18-20, NOT USED ON THESE PLANS.
237 L.F.
358 L.F.
2 EA.
1 EA.
2 EA.
1 EA.
1 EA.
30 L.F.
1 EA.
3 EA.
1 EA.
Prepared By:
ALLARD ENGINEERING.
Civil Engineering — Land Planning
6101 Cherry Avenue
Fontana, California 92336
(909) 899-5011 Fax (909) 899-5014
90&fta 0. aak-4wZ--Q • 0? fool.
Raym nd J.'Allard, R.C.E. 36052 Date
(expires 6/30/2000)
✓FM LW
SCALE: 1"= 1/2 mile
CITY OF FONTANACALIFORNIA
1) SS r o%
J,
co, 1�7 z Drawn Ely: STORM DRAIN PLANS Scale:
No. 36052 JA 1" = 40,
Exp. Designed By: for Date:
Cm JF TRACT NO. 15655-9 and 19 JAN. 1998
OF CAL�� Checked By: Approved: .4'4'0g•ea t -le. Dwg. No. 1
RJA CITY ENGINEER R.C.E. 2.5126 2468 Z 7
Filename: L•\DWG\10201\15655-9\10201SD1.DWG
Date: JAN 4, 1998
CONSTRUCT
18" DIA. REINFORCED CONCRETE PIPE
3---
CONSTRUCT
30" DIA. REINFORCED CONCRETE PIPE
9—
CONSTRUCT
MANHOLE PER APWA STD. PLAN 320-0
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'
21
REMOVE BULKHEAD AND JOIN EXISTING RCP STORM DRAIN
22
RELOCATE EXIXTING
30" CMP
23
RELOCATE EXISTING
36" CMP RISER & GRATE, INSTALL 36" TEE
24
-CONSTRUCT
CONCRETE COLLAR PER APWA STD. PLAN 380-1
25
CONSTRUCT
DISCHARGE STRUCTURE PER CITY STD. DETAIL 124
AND MODIFIED PER DETAIL ON SHEET 3 OF 7
ESTIMATE OF QUAIJTITE8
NOTE: CONSTRUCTION NOTES 2, 4-8, 10-14, 18-20, NOT USED ON THESE PLANS.
237 L.F.
358 L.F.
2 EA.
1 EA.
2 EA.
1 EA.
1 EA.
30 L.F.
1 EA.
3 EA.
1 EA.
Prepared By:
ALLARD ENGINEERING.
Civil Engineering — Land Planning
6101 Cherry Avenue
Fontana, California 92336
(909) 899-5011 Fax (909) 899-5014
90&fta 0. aak-4wZ--Q • 0? fool.
Raym nd J.'Allard, R.C.E. 36052 Date
(expires 6/30/2000)
✓FM LW
SCALE: 1"= 1/2 mile
CITY OF FONTANACALIFORNIA
1) SS r o%
J,
co, 1�7 z Drawn Ely: STORM DRAIN PLANS Scale:
No. 36052 JA 1" = 40,
Exp. Designed By: for Date:
Cm JF TRACT NO. 15655-9 and 19 JAN. 1998
OF CAL�� Checked By: Approved: .4'4'0g•ea t -le. Dwg. No. 1
RJA CITY ENGINEER R.C.E. 2.5126 2468 Z 7
Filename: L•\DWG\10201\15655-9\10201SD1.DWG
Date: JAN 4, 1998