HomeMy WebLinkAbout2935-1GENERAL NOTES
1. All work shall be in accordance with these plans, Caltrans Standard
Plans and Specifications, the City of Fontana standard plans, the
contract provisions and the standard specifications for public works
construction ("Green Book"). All reference specifications and standards
shall be the latest edition unless otherwise noted.
2. Construction permits shall be obtained from the City of Fontana
Community Development department, Engineering division prior to the
start of any work. Inspection coordination shall be requested at
least two working days prior to the start of any work in public
right-of-way within the City limits. Call (909) 350-7610.
3. The contractor shall not operate any fire hydrant or water main Valves.
Contractor shall coordinate with the appropriate water
Company for valve operation and water requirements.
4. Curve data refers to the face of curb.
5. Stationing refers to the centerline of street except where otherwise
noted.
6. All underground utilities shall be installed, tested and approved prior to
paving of streets.
7. The locations of utilities shown have been determined from available
information. However, it shall be the responsibility of the contractor to
determine, in the field, the true location and elevation of any existing
utilities, and to exercise proper precaution to avoid damage thereto.
The contractor shall contact Underground Service Alert at
1-800-227-2600 two working days before excavation.
8. All manholes, clean out frames, covers and valve boxes shall be
raised to finished grade by the paving contractor upon completion of
paving.
9. The contractor shall coordinate construction with all utility companies
including, but not limited to, gas, telephone, electric, cable television,
landscaping, landscape irrigation, domestic water, reclaimed water,
sewer, storm drain, flood control and Caltrans. All utility companies
shall be given two working days notice prior to work around their
facilities.
10. As -built drawings shall be provided by the contractor to the Engineer
for record, who shall provide record drawings to the City Engineer.
11. 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.
12. When conflict is found to exist in the contract documents that can not
be resolved by reference to precedence provisions in the "Green Book",
the contractor shall immediately report said conflict to the City
Engineer for resolution.
13. Approved soil sterilant is required under all new permanent asphalt
pavement prior to placement.
14. All exposed concrete surfaces shall conform in grade, color and finish
to match existing concrete.
15. No concrete shall be placed until the forms and reinforcing steel have
been placed, inspected and approved.
16. The walls and faces of all excavations greater than five (5) feet in
depth shall be guarded by shoring, sloping of the ground or other
approved means pursuant to the requirements of the Division of
Industrial Safety of the State of California. Trenches less than five (5)
feet shall also be guarded when the potential exists for ground
movement.
17. The contractor shall obtain a permit to perform excavation or trench
work for trenches five (5) feet or greater in depth from the California
State Division of Industrial Safety.
18. No trench backfill shall take place without prior approval of the City
inspector.
19. The contractor shall not cause any excavated material, mud silt or
debris to be deposited onto public or private property adjacent to the
right of way during construction without prior written approval. 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.
20. It shall be the responsibility of the contractor to maintain barricades,
delineators or other traffic control at all times.
21. A Geotechnical Engineer shall certify all backfill compaction. Failure to
obtain the required density shall require reworking of that portion of
the work until the specified density is obtained.
s
22. All materials and methods are subject to the approval of the City
Engineer.
23. -Adequate construction control stakes shall be set by the Engineer to
enable vthe contractor to construct the work to plan grades. The
contractor shall be responsible for the preservation of benchmarks and
construction control staking during construction.
24. 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 non-erodeable swales entering or
leaving improvements.
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
r CODE REQUIRES A DIG ALERT IDENTIFICATION
Q_ NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
Job No. 12425 Client: City of Fontana
File: E:\dwg\12425\12425st1.dwg November 17, 2000
25. The contractor shall not disturb existing survey monuments,
monument ties or bench marks noted on the plans, or found
during construction without prior notification to the City Engineer.
26. Removal and replacement of exisitng survey control, including
survey monuments, monument ties and bench marks, shall be
done by a Registered Civil Engineer or Licensed Land Surveyor.
Survey monuments that will be destroyed as a result of this
construction shall be replaced. The contractor shall notify
Registered Civil Engineer or Licensed Land Surveyor one week prior
to construction so that ties to monuments can be establised for
later replacement of said monuments by said Registered Civil
Engineer or Licensed Land Surveyor.
27. 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.
28. 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.
29. The contractor shall maintain access for local residents and
businesses at all times. A minimum twelve foot lane shall be
maintained at all times in the closure area for residents and
emergency vehicles.
30. No material or equipment shall be stored in the public right of
way without obtaining a separate permit for that purpose.
31. The sewer contractor shall stamp an "S" in the face of the curb
at the location of the sewer lateral.
32. The contractor shall provide and maintain an effective means of
dust control, including adequate watering, at all times.
33. The contractor shall conform to all traffic control policies, methods
and procedures described in the "W.A.T.C.H. Manual", latest edition
unless otherwise directed by the City Traffic Engineer.
34. Upon completion of construction, contractor shall restore all
signing, striping, barricades, and other traffic control devices to
the satisfaction of the City Traffic Engineer.
35. It shall be the responsibility of the contractor to maintain
barricades, delineators or other traffic control devices at all times.
36. All grading operations shall be discontinued when sustained wind
velocities exceed 25 miles per hour.
37• The contractor shall relocate and/or replace landscaping, sprinklers
and sidewalks affected by the construction to the satisfaction of
the City Engineer.
38. No open trench shall be allowed at the end of the day without
prior approval of the city engineer.
39. 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.
40. All utility companies shall be given 48 hours notice prior to work
around their facilities.
41. City of Fontana, utility notification list:
Underground Service Alert
(800) 227-2600
City of Fontana Fontana Water Company
Attn: Greg Bucknell Attn: Michael K. Mcgraw / Al Krohn
8353 Sierra Avenue 8440 Nuevo Avenue
Fontana, CA 92335 Fontana, CA 92335
(909) 350-6646 (909) 822-2201
So. Calif. Gas Company Pacific Bell Co.
Attn: Rickey Reyes Attn: Sara Wilson
1981 Lugonia Avenue 1265 N. Van Buren, Room 180
Redlands, CA 92374 Anaheim, CA 92807
(909) 335-7508 (714) 666-5749
Emergencies: (800) 427-2200
Comcast (Cable TV)
So. Calif. Edison Company Attn: Paul Cyr
7951 Redwood Ave. 1205 Dupont Ave.
Fontana, CA 92336 Ontario, CA 91761
(909) 357-6585 - Planning (909) 390-4738
(714) 796-9920 - Facilities
(909) 820-5598 - Underground General Telephone Company
(909) 875-5100 - Transmission Attn: Steve Hock
(213) 637-1233 - Pipelines 1400 E. Phillips Blvd. 3'
(800) 227-2600 - U.S.A. Ontario, CA 91766
(800) 227-2600 r4p
r� ADD 12120-lov11��14-1
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
�RI�
No. 16434
* Exp. 6/30/05
CA��
42. Refer to City of Fontana, underground utility location standard detail 129.
43. Contractor to install pavement markings and striping as required by the City
Engineer.
44. 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.
45. Estimate of quantities is provided by the engineer only for the convenience of
the Owner. The contractor shall make his own 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.
46. All backfill to be certified by the Soils Engineer.
47. If existing utilities or any other facilities conflict with the proposed
improvements, the contractor shall notify the engineer and all affected
agencies immediately.
PROJECT SPECIFIC NOTES
1. CALTRANS
City will obtain an encroachment permit from Caltrans (for work to be
performed within Caltrans right-of-way).
A Traffic Control System shall consist of closing traffic lanes and/or shoulders
in accordance with the details shown on the following Caltrans' Standard Plans
for Lane Closures: T-11. All traffic controls used for the Traffic Control
System shall conform to Caltrans' Traffic Manual, Chapter 5, "Manual of Traffic
Controls for Construction and Maintenance Work Zones."
The contractor shall be responsible for removal of any conflicting traffic stripes
and pavement markings. All conflicting traffic stripes and pavement markings
removed shall be restored to their original condition or better prior to
completing the work.
Whenever work to be performed is within 6 feet of a traffic lane, the lane
shall be closed (except the work of installing, maintaining and removing
traffic control devices.) Any removal of existing State facilities shall be
restored to their original condition or better prior to completing this work.
Notifications
2. One month prior to beginning construction, contractor shall post construction
notice signs specifying dates when construction will begin and contractor's
name and phone number.
In addition to notifications specified in the construction specifications (general
conditions, utility requirements), contractor shall notify residents and commercial
establishments of impending work. Printed notices, provided by City, shall be
delivered to all residents and commercial establishments in the vicinity of the
work at least seven days in advance of construction.
Said notices shall first be approved by the City and shall contain a general
description of the work, dates work will be performed, descriptions of areas
where travel and parking will be restricted, and names of streets which will be
closed to through traffic or where traffic will be restricted.
If the City or County receives complaints from individuals affected by
construction, contractor shall take immediate action to correct the situation
as directed by the City. If contractor receives complaints directly, he shall
report same immediately to the City. Thereafter, he shall take immediate action
to correct the situation as directed by the City.
ENGINEER'S NOTICE TG CONTPAXTORS
The existence and location of any underground utility pipes of structures shown
on these plans were obtained by a search of available records. Locations are
approximate and shall be confirmed in the field by the contractor, so that any
necessary adjustment can be made in alignment and/or grade of the proposed
improvement. The contractor is required to take due precautionary measure to
protect any utility lines shown and any other lines not of record or not shown
on these plans.
75'
VARIES 47'-66'
47'
21 ' 12'
II VARIES
1.47.-1 ,VAR
I' 7� VARIES 4
',ILJII L ` ` `- ' ,38 9;
I
G SUS�CO�VE TION CENTER WAY
Lr)lcin
ONTARIO, CA 91764
(909) 937-0200
CARL J. FREEMAN, R.C.E. No. 16434
EXPIRES: 6 -30 -05 -
CONSTRUCTION NOTES & QUANTITY ESTIMATE
O1 -- CONSTRUCT 6 1/2" AC OVER 12" 95% COMPACTED NATIVE SOIL. 26 TONS
2�- CONSTRUCT 8" CURB & GUTTER PER CALTRANS STD. DWG. NO.
LEGEND
- -
A87, TYPE A2-200.
109
LF
�3 --
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015.
2220
SF
a4 --
GRIND EXISTING AC PAVEMENT (5' MIN. WIDTH, 0.15' MIN. DEPTH).
1853
SF
5�--
CONSTRUCT VARIABLE THICKNESS OVERLAY (0.15' MIN.)
18 TONS
�-
REMOVE EXISTING AC AND PCC IMPROVEMENTS.
2732
SF
7�--
REMOVE INTERFERING PORTION OF EXISTING BLOCK WALL & WROUGHT
EXISTING
GAS LINE
DATE:
IRON FENCE PER ENGINEER APPROVAL.
13
LF
8�--
RELOCATE EXISTING WATER METER.
3
EA
9�-
INSTALL R26S (NO STOPPING ANYTIME) SIGN AND/OR POST.
2
EA
10
RELOCATE EXISTING TRAFFIC SIGNAL CONDUIT AND PULLBOX.
LUMP
SUM
11
EXISTING STREET LIGHT TO BE RELOCATED BY
SOUTHERN CALIFORNIA EDISON CO.
1
EA
12
ADJUST EXISTING WATER VALVE CAN AND STORM DRAIN
GRATE TO GRADE.
4
EA
13
PROTECT IN PLACE.
LUMP
SUM
LEGEND
- -
CENTER
LINE
- -
EXISTING
R/W
-
PROPOSED R/W
W
EXISTING
WATER LINE
S
EXISTING
SEWER LINE
SD
EXISTING
STORM DRAIN LINE
TS
EXISTING
TRAFFIC SIGNAL CONDUIT
G
EXISTING
GAS LINE
DATE:
EXISTING
FIRE HYDRANTS
®
EXISTING
WATER VALVE
0
EXISTING
TRAFFIC SIGNAL PULL BOX
PROPOSED
TRAFFIC SIGNAL PULL BOX
0___V
EXISTING
STREET LIGHTS
o -n
PROPOSED
STREET LIGHTS
REMOVE EXISTING IMPROVEMENTS
CONSTRUCT AC PAVEMENT
CONSTRUCT AC OVERLAY (0.15 MIN.)
GRIND EXISTING AC PAVEMENT (0.15' MIN.)
CONSTRUCT PCC SIDEWALK
VARIES =
9'-28' o
IU'
7.5' VARIES
1.5'-20.5'
5 1 2 4.5'
VARIES 1 FF = 18.46
0.83 S ?� EXISTING BUILDING
3.40% .. •.
..............
:::::::::::::::......'::::..................
NOTE:
�\\ 00 oQoo............ ......:::.::: .....::'::'::':_:::::::.' SIDEWALK GRADE TO BE
0 �g0 AD 3 2.0% FOR FIRST 7',
��°� oQooO OoO�p�0o0 THEN VARIES 2.0-4.0%. ,
TYPICAL SECTION-
HORIZ:
1 "=10'
VERT.: 1 "=2'
14nil"111 TYMOIZA
U',
SCALE: 1 "=1000'
(1 0)
RECORD DRAWINGS
THESE RECOaY` DRAWNtS HAVE. BEEN PREPARED,
IN PART ON THE BASIS OF INFORMATION COMPILED
AND FURNISHED BY OTHERS. THE ENGINEER WILL
NOT BE RESPONSIBLE FOR ANY ERRb�S OR
OMISSIONS WHICH HAVE BEEN INCORWi�RATED INTO
THESE DOCUMENTS AS A RESULT THEREOF.
BENCH MARK-
TEMPORARY
BENCH MARK AT THE TOP OF CURB AT THE BCR OF THE
SOUTHWEST CURB RETURN AT THE INTERSECTION OF FOOTHILL BOULEVARD AND
SIERRA AVENUE. ELEVATION = 1317.00.
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
e*114-14:v -7, W
CITY OF FONTANA, CALIFORNIA
FOOTHILL BOULEVARD
DRAWN BY:
SCALE:
CMW
From 350'
West of Sierra Avenue
1 " = 20'
DESIGNED BY:
To 228'
est of Sierra Avenue
DATE-
CMW
Nov. 2000
CHECKED BY:
-APP B
DATE:
DRAWING NO.:
1
SCN
2335
2
ENGINEERE.
No. 5 52
06-04-01 Final Check