HomeMy WebLinkAbout2451-11. A grading permit from the Suilding & Safety 'Division shall be required.
All grading shall conform with the requirements of the City of Fontana
Municipal Code and the Uniform Building Code, Latest Edition.
2. A pre—grading meeting at the site is required among the City Inspector,
the Civil Engineer, the Soils Engineer and the Grading Contractor prior
to grading.
3. Hours of operation are 7:00 am to 6:00 PM, Monday through Friday.
4. A separate Engineering Division permit shall be required for any improvements
within the Public Right of Way.
5. It shall be the Contractor's responsibility to verify the location of
all utilities or structures above or below ground, shown or not shown on
these plans. He will be held responsible for all damage to any utilities
that result for his operations.
6. Strict adherence to dust control requirements shall be enforced and
adjacent streets are to be cleaned daily of all dirt and debris that is
a result of this operation.
7. Separate permits from the City of Fontana Building & Safety Division
shall be required for any walls.
8. The design Civil Engineer / Soils Engineer of record shall exercise
sufficient control during grading and construction to ensure compliance
with the plans, specifications and code requirements within his perview,
The engineers shall submit acknowledgment concerning employment form to
the City prior to issuance of a grading permit.
9. Revisions to these plans shall be submitted to the City Engineer for his
review and approval.
10. The Civil Engineer shall submit written certification of completion of
rough grading in accordance with the approved grading plan and
certification of building pad elevation prior to issuance of the
building permit. Pad elevation grading tolerance shall not exceed +�-
0.10.
11. An "as—built" grading pian shall be submitted at the completion of work.
12. All grading shall be performed under supervision of the soils engineer
who shall certify that all fill has been properly placed and who shall
submit a final compaction report for all fills over 1' in depth.
13. Fill areas shall be cleaned of all vegetation and debris, scarified to a
minimum depth of 12 inches and inspected by the soils engineer prior to
the placing of fill.
14. Unsuitable materials, such as top soli, weathered bedrock, etre., shall
be removed as required by the soils engineer from all areas to receive
compacted fill of drainage structure.
15. Maximum cut and, fill slopes shall be 2:1.
16. City approval of these plans does not relieve the contractor from
responsibility for the correction of error and omission discovered
during construction. Upon request, the required plan revisions shall be
promptly submitted to the City Engineer for approval.
17. Construction material and equipment shall not occupy any portion of the
public right of way, such as street, alley or public sidewalk at any
time. Temporary use of public right of way, whenever requested, should
be reviewed and approved by the City Engineer.
is. Contractor shall contact So. Cal. Gas Co. regarding exW1n gas line
south of Highland Avenue prior to beginning construction. Contractor
shall also contact Crawford Canyon Mutual Water Co. regarding possible
Water lines (unknown location) in Hemlock Avenue, Highland Avenue ands
Beech Avenue.
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
Redlands, CA. 92374 Comcast ( Cable TV )
(909) 335-7547 Attn: Jack Hayes
Emergencies: (800) 427-2200 1205 Dupont Ave.
Ontario, CA. 91761
So. Calif. Edison Company (909) 390-4738
300 N. Pepper Avenue
Rialto, CA. 92376 General Telephone Company
1909 820-5598 — Underground Attn: Steve Hock
909 875-5100 — Transmission 1400 E. Phillips Blvd.
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
F909) 822-220ax: (09) 82315045
19. We hereby certify that we have reviewed this pian, and that it
substantially conforms to the soils report No. 58-5277-01,
dated April 10, 1995 for Tract No. 15655.
.0,"
Allen D. Evans, P.E., G.E.
Kleinfelder, Inc.
CITY OF FONTANA
DETENTION BASIN IMPROVEMENTS
,' MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
1/2" CRUSHED — —
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW
TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1 2"
—
1"
—
3/4"
100
2'—,'
90-100
3/ar
20-60
N0.4
0-15 x
N0.8
0-5
ASTM C 131
TEST GRADING
9'-3"
W
z
w
FOR
TRACT NO. 15655
HIGHLAND
AVENUE
er MIN.
10" MAX.
e" MAX SIZE NA"
SOIL, COMPACTED 90X
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACT
TO 909
IN I
all
7ICAL113EC111 1 D DETAIL
NOT TO SCALE
MDR MAP
SCALE: 1"
HEADWALL SHALL BE (MONOLITHIC.
LAP ALL BARS AT CORNERS 30
DIAMETERS IF NOT CONTINUOUS.
PLANL
owl
ELEVATION
2— #4 OR #s
SEE NOTE 2
#4 OR /S • 12'
1 � EW. SEE NOTE 2
T
)UND
#4 OR #S • 12"
EW. SEE NOTE 2
HEADWALL DETAIL.
NOT TO SCALE
DIMENSIONS
PIPE
DIAM.
L
E
F
W
18"
4'-3"
2'—,'
3'-8"
2'-2"
30"
5'-5"
3'—Or
4'-6"
3'-0"
72"
9'-3"
4'—I'
8'-0''
6'-8"
N
b
v Ui
�ECTiON A -PA
NOTES:
1 • HEADWALL SHALL SE CONSTRUCTED OF CLASS A
CONCRETE
2. REINFORCING STEEL SHALL BE #4 BARS FOR "1N' UP
TO W. #5 BARS SHALL BE USED FOR "W" > 60" .
2" MIN. CLEARANCE , 30 DIAMETER MIN. LAP.
3. ALL EXPOSED CORNERS SHALL BE GIVEN A 1"
CHAMFER.
Q— CONSTRUCT TEMPORARY BRICK AND MORTAR BULKHEAD
PER DETAIL HEREON t EA.
Q—
INSTALL 72' C.M.P, 10 GA. GALV. 129 L.F.
Q5 -- CONSTRUCT CONCRETE APRON do HEADWALL PER DETAIL ON SHEET 1 3 EA.
s�— CONSTRUCT 20'x20'x 12" CONC. OR A. B.M. PAD W/ 15"x6"00 Ga W.W.M.
EMBED 12" MINIMUM SIZE RIP—RAP 2 EA.
—
REMOVE EXIST. WOODEN BULKHEAD AND CONSTRUCT
CONCRETE BULKHEAD PER DETAIL HEREON.
1
EA.
---
INSTALL 1 T CMP, 10 Ga., GALV.
56
L.F.
3
CONSTRUCT 6' WALL PER LANDSCAPE PLANS
970
L.F.
�4
INSTALL 30" C.M.P. 10 Ga.. GALV.
110
L.F.
5
CONSTRUCT 36" CMP INLET PER DETAIL ON SHEET 1
1
EA.
e
CONSTRUCT 36" PCC GUTTER PER DETAIL HEREON
970
S.F.
CONSTRUCT 3" AC PAVEMENT
550
S. F.
MAS
SCALE: 1"= 1 /2 mile
L1\DWG\10201\0FFSITE\102010S7 3-25-97 2112743 pry EST
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