HomeMy WebLinkAbout2447-1CENERAL
1. City of Fontana, General notes for street plans.
2. All work shall be done in accordance with these plans and Standard
Specifications for Public Works Construction. (Green Book)
3. Construction permits shall be obtained from the City of Fontana
Engineering Division prior to start or any work within the city
limits. All inspections shall be requested at least 24 hours
prior to the start of any work (909) 350-6632.
4. The contractor shall not operate any mainline water vatve.
5. Curve data refers to the face of curb.
6. Stationing refers to the centerlines of streets except where
otherwise noted.
7. Contractor to install pavement markings and striping as required
by the City Engineer.
8. All underground work shall be completed prior to paving of
streets.
9. Locations of public utilities shown have been determined from
available information. However it shall be the responsibility of
the contractor to determine the true location and elevation in the
field of any existing utilities and to exercise proper precautions
to avoid injury or damage thereto. Contractor shall contact
underground service alert for utility location before excavation
at 1-800-422-4133.
10. All manhole and cleanout frames and covers shall be constructed 6
inches below finished grade by sewer contractor and shall be
raised to grade by paving contractor after completion of paving.
11. All valve cans and covers shall be constructed 6 inches below
finished grade by water contractor and shall be raised to grade by
paving contractor after completion of paving.
12. Refer to City of Fontana, underground utility location standard
detail 129.
13. The contractor(s) shall coordinate construction with all utilities
and other improvements including, but not limited to, gas,
telephone, electrical, lighting, cable television, landscaping,
landscaping irrigation, domestic water, reclaimed water, sewer,
storm drainage, flood control systems, etc.
14. As -built drawings shall be provided by the contractor to the Engineer
of Record, who shall provide record drawings to the City Engineer.
15. Type, location and width of driveway approach aprons will be
determined at the time of construction and shall conform with the
City of Fontana Standard Details.
16. Contractor is instructed to refer to these plans and the
specifications and where there is or may be a conflict shall
immediately report said conflict or possible conflict to the
owners representative.
17. Sterilant required under all A.C. pavement.
18. All exposed concrete surfaces shall conform in grade, color and
finish to all adjoining curbs and sidewalks.
19. No concrete shall be placed until the forms and reinforcing steel
has been placed, inspected and approved.
20. 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.
22. The contractor shall obtain a permit to perform excavation or
trench work as described in note 20 above from California State
Division of Industrial Safety. See Standard Specifications for
Public Works Construction, Section 306-1.1.6.
23. No trench backfill shall take place without prior approval of the
City's Inspector.
24. Protective measures shall be taken by the contractor so as not to
cause any mud, silt or debris to be deposited onto public or
adjacent property at all times during construction. Any mud or
debris on public property shall be removed immediately, Dust shall
be controlled by watering or other approved method throughout the
grading operations.
25. Estimate of quantities is provided by the engineer only for the
convenience of the developer. The contractor shall make his own
determination of construction quantities before submitting his
bid. Any item of work required by these plans which is not
specifically listed in the estimate of quantities shall be
considered as included in the other items of work.
26. All backfill to be certified by the Soils Engineer.
27. All materials and methods to be subject to the approval of the
City Engineer.
28. Adequate stakes shall be set by the Engineer to enable the
contractor to construct the work to the plan grades.
29. Care should be taken to prevent grades, ditches and swales from
undermining street improvements. Upon inspection of the site, the
City Engineer may require temporary gunite swales, entering or
leaving improvements.
30. All utility companies shall be given 48 hours notice prior to work
around their facilities.
31. Actual thickness of A.C. pavement and/or base course material for
structural street section shall be recommended by a geotechnical
engineering report and submitted to the City of Fontana for approval
upon completion of rough grading.
32. Pavement structural sections shown are minimum and subject to
revision and approval of the City as required by soils tests taken
after completion of rough grading.
CITY OF FON ANA
STREET IMPROVEMENT PLANS
EXISTING
WALNUT AVENUE
HIGHLAND
AVENUIE
CN= CWI= I z
PHASE 2 PHASE 1
CONST. CONST.
33. The contractor shall not disturb existing survey monuments or bench
marks noted on the plans, or found during construction without prior
notification to the Civil Engineer. Removal and replacement shall be
done by a Registered Civil Engineer or Licensed Land Surveyor. Survey
monuments which will be destroyed as a result of this construction
shall be replaced. Contractor shall notify Registered Civil Engineer or
Licensed Land Surveyor one week prior to construction so that ties to
monuments can be established for later replacement of said monuments
by said Registered Civil Engineer or Licensed Land Surveyor.
34. City of Fontana, utility notification list
PJ7EX MAP
SCALE: 1 "=400'
I SHffl'4
PHASE 1 PHASE 2
CONST. CONST.
8� BEET S
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ESTIMATE OF 01JAN1 M8
O -CONSTRUCT
Pacific Bell Co.
5.5" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
43 43'
(See general notes 31 & 32)
128,920
S.F.
GY-CONSTRUCT
8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101
3,422
L.F.
&-CONSTRUCT
8" PCC CURB ONLY PER CITY STD. DWG. NO. 101.
4,285
L.F.
(D__CONSTRUCT
PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. 104
1,512
S.F.
a -CONSTRUCT
4" PCC MEANDERING SIDEWALK PER CITY STD. DWG. NO. 105A ,W=10'
33,178
S.F.
@-CONSTRUCT
HANDICAP RAMP PER CITY STD. DWG. NO. 104A
7
EA.
@-REMOVE
EXISTING AC PAVEMENT
2,080
S.F.
a -CONSTRUCT
z
LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED
4
EA.
&_-ADJUST
MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
23
EA.
&-ADJUST
VALVE BOX & COVER TO GRADE PER CITY STD. DWG. NO. 130
1
EA.
@-CONSTRUCT
2"x6" REDWOOD HEADER
2,027
L.F.
0 27
CONSTRUCT
DRIVEWAY ENTRANCE PER CITY STD. DWG. 102-C
G,l V
EA.
&-CONSTRUCT
TRAFFIC BARRICADE PER CITY STD. DWG. 118
1
EA.
NO • CONSTRUCTION NOTES 1,3,6,8-10,13,18,20-26,28-29, NOT USED ON THESE PLANS.
City of Fontana
Pacific Bell Co.
43 43'
Attn: Carlos Navarro
Attn: Virginia Becker
_
8353 Sierra Avenue
3939 E. Coronado Street Z
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Fontana, CA. 92335
Anaheim, CA. 92807 0
22'
16' S'
S' 20'
18'
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(909) 350-6632
(714) 666-5467 FUTURE IMPROVEMENTS
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So. Calif. Gas Company
Underground Service Alert
VARIES
10
_
Attn: Dennis Freeman
(800) 422-4133
0.5 -7.5
2'
1981 W. Lugonia Avenue
,
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41
Foothill
Boulevard
Redlands, CA. 92374
Comcast ( Cable TV)
10 12912",
8
sa
(909) 335-7547
Attn: Jack Hayes
Emergencies: (800) 427-2200
1205 Dupont Ave.
-0.99'
-0.57'
0.49 '
Ontario, CA. 91761
-
So. Calif. Edison Company
(909) 390-4738
_ _ _
--LEVEL _ _ _
_ _ _ LINE _ _ _
_
2:1
300 N. Pepper Avenue
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MAX.
Rialto, CA. 92376
General Telephone Company
L _ _
--
MAP
909 820-5598 - Underground
Attn: Steve Hock
90 9) 875-5100 - Transmission
1400 E. Phillips Blvd.
5
SCALE: ALE• 1 1/2 mile
213 637-1233 - Pipelines
Ontario, CA. 91766
909 357-6223 - Distribution
(800) 422-4133
- _ - 2.1
800 422-4133
MAX.2
2
13 4
Fontana Water Company
lkKim up aind &'VIW AW
Crawford Canyon Mutual Water Co.
Attn: Michael J. McGraw
Attn: Bill Vanderkieft, Jr.
8440 Nuevo Avenue
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868-6040
Fontana CA. 92235
(909) 822-2201
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Fax: (909) 823-5046
HORIZ: 1 „ = 10'
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Filename: C:\DWG\10201\WALNUT\ 10201ST1.DWG
Date: January 16, 1997