HomeMy WebLinkAbout2451-A-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 STREETS 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.
S. 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 e" 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—BUIL?" 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
TRACT 15655
OFFSITE STORM DRAIN
City of Fontana
Pacific Bell Co.
2�—
INSTALL 24"
P.V.C. STORM DRAIN (See
General Note 18)
(�--
INSTALL 3Cr
I
4(�---
Attn: Carlos Navarro
Attn: Virginia Becker
General Note 18)
a--
CONSTRUCT
CONCRETE HEADWALL PER
DETAIL ON SHEET 3
6�--
INSTALL TYPE 'L' MARKER
7�--
CONSTRUCT
8353 Sierra Avenue
3939 E. Coronado Street
8�--
O
9�—
CONSTRUCT
MANHOLE PER CITY STD. DWG. 112
Fontana, CA. 92335
Anaheim, CA. 92807
Uj
MAP
(909) 350-6632
(714) 666-5467
>�.'�X
J
Q SHEET 3
SCALE: 1
So. Calif. Gas Company
Underground Service Alert
Attn: Dennis Freeman
(800) 422-4133
1981 W. Lugonia Avenue
Redlands, CA. 92374
Comcast ( Cable TV )
(909) 335-7547
Attn: Jack Hayes
7
Emergencies: (800) 427-2200
1205 Dupont Ave.
3" MAX SIZE NATIVE
Ontario, CA. 91761
SOIL, COMPACTED 95%
So. Calif. Edison Company
(909) 390-4738
6" MIN.
6" MIN.
300 N. Pepper Avenue
me -
Rialto, CA. 92376
General Telephone Company
10" MAX.
10" MAX.
909 820-5598 — Underground
Attn: Steve Hock��
—
—
— -r
909 875-5100 — Transmission
1400 E. Phillips Blvd.
�-
213 637-1233 — Pipelines
Ontario, CA. 91766
CEMENT
GROUT
x-
909 357-6223 — Distribution
(800) 422-4133
CAPPING
—
—
—
800 422-4133
6" MAX SIZE NATIVE
Fontana Water Company
Attn: Michael J McGraw
#4 BAR, 18" LONG,
72" R.C.P.
SOIL, COMPACTED 90%
Crawford Canyon Mutual Water Co.
Attn: Bill Vanderkieft, Jr.
8440 Nuevo Avenue
DRILLED do EPDXY INTO
:•
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1" MAX. SIZE SELECTED
(619) 868-6040
Fontana CA. 92235
EXISTING 72" RCP,4!'
'� .;
NATIVE BEDDING COMPACTED
909) 822-2201
EMBEDMENT, TYP. 4
��.
TO 9070
Fax: (909) 823-5046
PLACES
18. PVC DRAIN PIPE SHALL BE MANUFACTURED AND TESTED IN ACCORDANCE
WITH THE SPECIFICATIONS FOR POLYVINYL CHLORIDE (PVC) LARGE
DIAMETER RIBBED GRAVITY DRAIN PIPE AND FITTINGS BASED ON CONTROLLED
INSIDE DIAMETER AND H2O LOADING, IN ACCORDANCE WITH THE FOLLOWING
ASTM D-2412, ASTM D-2444, AASHTO M-294 AASHTO T-99; AS MANUFACTURED
BY J.M. MANUFACTURING, INC.; HANCOR, INC.; OR SPIROLITE,INC.
PROPOSED 24"
STORM DRAIN
DOUBLE ROW BRICK &
MORTAR BULKHEAD w/
#4018" EW BETWEEN
COURSES
MENI
NOT • SCALE[�
PROPOSED PVC
DISCHARGE LINE
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NOT TO SCALE
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1D—
REMOVE EXISTING TREE
2�—
INSTALL 24"
P.V.C. STORM DRAIN (See
General Note 18)
(�--
INSTALL 3Cr
C.M.P., 10 Go.
4(�---
INSTALL 30"
P.V.C. STORM DRAIN (See
General Note 18)
a--
CONSTRUCT
CONCRETE HEADWALL PER
DETAIL ON SHEET 3
6�--
INSTALL TYPE 'L' MARKER
7�--
CONSTRUCT
12" HIGH SPLASH WALL
8�--
NOT USED
9�—
CONSTRUCT
MANHOLE PER CITY STD. DWG. 112
(1-0)— REMOVE do REPLACE A.C. PAVEMENT
11 RELOCATE NISTING FENCE
�2 -- CONSTRUCT BRICK do MORTAR BULKHEAD PER DETAIL W' ON SHEET 6
13 NOT USED
14 CONSTRUCT GROUTED RIP—RAP (1/4 TON) PER DETAIL FE ON SHEET 3
15 REMOV� EXISTING TIMBER BULKHEAD
3 EA.
1,775 L.F.
60 L.F.
800 L.F.
1 EA.
26 EA.
25 L.F.
6 EA.
250 S.F.
300 L.F.
1 EA.
550 S.F.
1 EA.
)40"W MAP
SCALE: 1"m 1 /2 mile /
L1\DWG\10201\0FFSITE\102010S1 4-21-97 8123107 am EST