HomeMy WebLinkAbout3226-1STREET IMPROVEMENT GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, 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. WHEN A TECHNICAL 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.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. 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.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
SAFETY.
S. 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 (31 FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING PERMISSION FROM ENGINEER.
10. 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.
11. 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.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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 THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA
FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
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.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH
GRADING.
32. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
33. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
ENGINEER.
34. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
35. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
36. BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES (SWPPP)
o) ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SWALES, AREA DRAIN OR
NATURAL DRAINAGE COURSES.
b) STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES
OF WIND OR WATER.
0 FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIAL MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND
SURFACE WATERS, ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM WEATHER, SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED
OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
d) EXCESS OR WASTE CONCRETE MAY NOT BE WASHED IN THE PUBLIC RIGHT OF WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO DRAIN
CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
e) TRASH AND CONSTRUCTION RELATED DEBRIS MUST BE DIPOSITEO INTO COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
f) DEPOSITION OF SEDIMENTS, SOILS OR OTHER MATERIAL BY VEHICULAR TRAFFIC LEAVING THE PROJECT SITE MUST NOT BE ALLOWED. THE CONSTRUCTION ENTRANCE
ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC RIGHT OF WAY, ACCEDENTAL OR BY OTHER MEANS.
g) ANY SLOPE WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.
37. NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES)
o) UNLESS NOTED OTHERWISE, ALL EXISTING SITE IMPROVEMENTS SHALL BE PROTECTED IN PLACE.
b) ALL EXISTING CONDITIONS ARE TO BE VERIFIED AT THE SITE PRIOR TO BIDDING.
C) CLEAN UP OF WORK AND SUPERVISION IS PART OF THE PROJECT.
d) CONSTRUCTION ACTIVITIES OF ONE ACRE OR MORE SHALL REQUIRE A GENERAL CONSTRUCTION STORM WATER PERMIT. FOR MORE INFORMATION, YOU MAY CALL
THE STATE WATER RESOURCES CONTROL BOARD - DIVISION OF WATER QUALITY AT (916) 657-1146.
LEGEND:
EX RIGHT OF WAY
EX
DRIVEWAY/RAMP
...... EX
FOOTHILL BOULEVARD
EX
W
Z
W
Z
>
EX
TOE
j
w
Q
w
ARROW HIGHWAY w
EX
r
EX
ary
a
CABLE TELEVISION LINE
-- Y7 -- EX
PROJECTa
�
�
EX STREET LAMP
X
LOCATION 3
t
MERRILL AVENUE N
RANDALL AVENUE
SAN BERNARDINO AVENUE
J
�O
VALLEY BOULEVARD
10
-INTERSTATE 10
LEGEND:
EX RIGHT OF WAY
EX
DRIVEWAY/RAMP
...... EX
TOP OF CURB
EX
EDGE OF GUTTER/CONC
----- EX
EDGE OF PAVEMENT
EX
TOE
Wet.* EX
BLOCK WALL
EX
FENCE
EX
ELECTRIC LINE
EX
GAS LINE
--' ---- EX
CABLE TELEVISION LINE
-- Y7 -- EX
WATER LINE
VICINITY MAP
NOT TO SCALE
41
CONSTRUCTION NOTES:
U1 PROTECT IN PLACE.
O REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL.
O3 CONSTRUCT 4 1/2 INCH THICK ASPHALT CONCRETE OVER 12" NATIVE
MATERIAL COMPACTED TO 959.
O CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.
4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
4B CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND
MODIFIED PER DETAIL HEREON.
O CONSTRUCT 8 INCH AC DIKE PER CITY OF FONTANA STD. PLAN NO. 136.
O6 CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015.
O7 COLD MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF AC. PAVEMENT
AS SHOWN IN TYPICAL SECTION.
U8 CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1006.
8A CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1007. 0
8B CONSTRUCT RAMP MODIFIED PER PLAN AND PER CITY OF FONTANA STD. PLAN NO. 1007.
® CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102.
WIDTH PER PLAN.
10 CONSTRUCT, P.C.C. CROSS GUTTER INCLUDING CURB PER CITY OF FONTANA STD. PLAN NO. 105 AND (�
MODIFIED PER PLAN.
1 1 RELOCATE EXISTING GUY WIRE BY OTHERS (SCE). L
12 ADJUST TO GRADE (BY OTHERS)
13 ADJUST TO GRADE. (TYPE AS SHOWN)
SS SEE SIGNING AND STRIPING PIAN. �' J
L
Z)
NOTE: ELEVATION RELATION FOR THIS PROJECT AND DRAWING NO. 3099:
DWG 3099 ELEVATION: 1168.20 SMH
THIS PROJECT ELEVATION: 1168.16 SMH
ELEVATION DIFFERENCE: 0.04'
THIS PROJECT ELEVATION + 0.04' - DWG 3099 ELEVATION Q
J
SIGNING AND STRIPING CONSTRUCTION NOTES:
Q
I� INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
�� ►► MARKERS), ARROW OR LEGEND AS SHOWN.
21 INSTALL 12" YELLOW CROSSWALK. (�
F INSTALL 12" WHITE LINE.
4] REMOVE CONFLICTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS). rn�
Q REMOVE EXISTING SIGN AND INiTALL NEW IN ACCORDANCE WITH SPECIAL PROVISIONS. �
6 INSTALL SIGN AND POST.
0 INSTALA_ 8" VNHIrE LINE .
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 TYPICAL SECTIONS
SHEET 3 CATAWBA AVENUE STREET IMRPOVEMENTS
SHEET 4 CATAWBA AVENUE STREET IMRPOVEMENTS
SHEET 5 SIGNING AND STRIPING PLAN
T.• \ JN 13505 \ 0206S01. D WG 1
PROP CURB
PROP GUTTER
PROP BERM/DIKE
- -
PROP FLOWLINE
EX MANHOLE
EX FIRE HYDRANT
EX GAS VALVE
EX WATER VAVLE
--
EXISTING POWER POLE
EX TREE
lU
EX STREET LAMP
41
CONSTRUCTION NOTES:
U1 PROTECT IN PLACE.
O REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL.
O3 CONSTRUCT 4 1/2 INCH THICK ASPHALT CONCRETE OVER 12" NATIVE
MATERIAL COMPACTED TO 959.
O CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003.
4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
4B CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND
MODIFIED PER DETAIL HEREON.
O CONSTRUCT 8 INCH AC DIKE PER CITY OF FONTANA STD. PLAN NO. 136.
O6 CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015.
O7 COLD MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF AC. PAVEMENT
AS SHOWN IN TYPICAL SECTION.
U8 CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1006.
8A CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1007. 0
8B CONSTRUCT RAMP MODIFIED PER PLAN AND PER CITY OF FONTANA STD. PLAN NO. 1007.
® CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102.
WIDTH PER PLAN.
10 CONSTRUCT, P.C.C. CROSS GUTTER INCLUDING CURB PER CITY OF FONTANA STD. PLAN NO. 105 AND (�
MODIFIED PER PLAN.
1 1 RELOCATE EXISTING GUY WIRE BY OTHERS (SCE). L
12 ADJUST TO GRADE (BY OTHERS)
13 ADJUST TO GRADE. (TYPE AS SHOWN)
SS SEE SIGNING AND STRIPING PIAN. �' J
L
Z)
NOTE: ELEVATION RELATION FOR THIS PROJECT AND DRAWING NO. 3099:
DWG 3099 ELEVATION: 1168.20 SMH
THIS PROJECT ELEVATION: 1168.16 SMH
ELEVATION DIFFERENCE: 0.04'
THIS PROJECT ELEVATION + 0.04' - DWG 3099 ELEVATION Q
J
SIGNING AND STRIPING CONSTRUCTION NOTES:
Q
I� INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
�� ►► MARKERS), ARROW OR LEGEND AS SHOWN.
21 INSTALL 12" YELLOW CROSSWALK. (�
F INSTALL 12" WHITE LINE.
4] REMOVE CONFLICTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS). rn�
Q REMOVE EXISTING SIGN AND INiTALL NEW IN ACCORDANCE WITH SPECIAL PROVISIONS. �
6 INSTALL SIGN AND POST.
0 INSTALA_ 8" VNHIrE LINE .
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 TYPICAL SECTIONS
SHEET 3 CATAWBA AVENUE STREET IMRPOVEMENTS
SHEET 4 CATAWBA AVENUE STREET IMRPOVEMENTS
SHEET 5 SIGNING AND STRIPING PLAN
T.• \ JN 13505 \ 0206S01. D WG 1