HomeMy WebLinkAbout5210-1CITY OF FONTANA
GENERAL NOTES
FOR STREET WROVEMENT PLANS
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
("GREENBOOK"). 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.
8. 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.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
10. THE"LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER,
IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO A
VOID 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 CAL TRANS. 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 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 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 AFI'ER COMPLETION OF ROUGH GRADING.
32. ACTUAL'' THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
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. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED
BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
1
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HOLD HARMLESS INDEMNIFICATION CLAUSE=
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY
AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
EXISTING UNDERGROUND STRUCTURES:
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR
THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTIUTIES STRUCTURES CONCERNED BEFORE STARTING WORK.
NOTICE TO CONTRACTOR=
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
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THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY
AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
EXISTING UNDERGROUND STRUCTURES:
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR
THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTIUTIES STRUCTURES CONCERNED BEFORE STARTING WORK.
NOTICE TO CONTRACTOR=
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
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STREET CONSTRUCTION NOTES:
0- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. PAVEMENT
2O- SAWCUT AND REMOVE EXISTING CURB AND GUTTER
3O- REMOVE EXISTING DRIVEWAY
4O- RELOCATE EXISTING STREET LIGHT
5O- REMOVE AND UNDERGROUND EXISTING POWER POLE (BY OTHERS)
60 - CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET 1 AND CITY OF FONTANA STD. PLAN NO. 1001
80 - PROPOSED DECORATIVE STREET LIGHT PER CITY OF FONTANA STD. 404, 9500 LUMEN HPSV
STREET LIGHT (100 WATT;110) STREET LIGHT LOCATION PER CASE 1 STD. 404
PROTECT STREET LIGHT IN PLACE
10 PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY PER SEPARATE PLAN
11 PROPOSED WATER METER PER SEPARATE PLAN
12 REMOVE EXISTING SIDEWALK
13 SAWCUT EXISTING SIDEWALK
14 PROPOSED 6" SEWER PER SEPARATE PLAN
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QUANTITY=
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
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SOUTHERN CALIFORNIA GAS COMPANY:
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FONTANA WATER COMPANY:
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STREET CONSTRUCTION NOTES:
0- SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. PAVEMENT
2O- SAWCUT AND REMOVE EXISTING CURB AND GUTTER
3O- REMOVE EXISTING DRIVEWAY
4O- RELOCATE EXISTING STREET LIGHT
5O- REMOVE AND UNDERGROUND EXISTING POWER POLE (BY OTHERS)
60 - CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET 1 AND CITY OF FONTANA STD. PLAN NO. 1001
80 - PROPOSED DECORATIVE STREET LIGHT PER CITY OF FONTANA STD. 404, 9500 LUMEN HPSV
STREET LIGHT (100 WATT;110) STREET LIGHT LOCATION PER CASE 1 STD. 404
PROTECT STREET LIGHT IN PLACE
10 PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY PER SEPARATE PLAN
11 PROPOSED WATER METER PER SEPARATE PLAN
12 REMOVE EXISTING SIDEWALK
13 SAWCUT EXISTING SIDEWALK
14 PROPOSED 6" SEWER PER SEPARATE PLAN
.,, .. x I
14
t
g
STA. 256+23.83
JURUPA AVENUE
MODIFIED DRIVEWAY DETAIL 'B'
VnLITY c0WAC7:
QUANTITY=
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
AT&T-
(510)
645-2929
CITY OF FONTANA.
(909)
350-7610
TIME WARNER CABLE
(909)
975-3398
SOUTHERN CALIFORNIA GAS COMPANY:
(909)
335-7583
FONTANA WATER COMPANY:
(909)
201-7333
SOUTHERN CALIFORNIA EDISON COMPANY:
(909)
928-8270
INLAND EMPIRE UTILITIES AGENCY:
(909)
993-1600
SHEET INDEX
1 I TITLE SHEET , NOTES AND DETAILS
2 1 JURUPA PLAN AND PROFILE
-BUILT DRAWINGS
__ 1, � . -D
RVAHARD STNZEL R.C.E. 56Y55 EXP. 12/31/16 DATE
344 LF
210 LF
679 SF
2 EA
3 EA
158 LF
1,735 SF
2 EA
1 EA
2 EA
2 EA
564 SF
87 LF
53 LF
M A Laet Update: 1/20/15
Nw
MC_000036 0:\3200-3299\3257\STREET\325m-ol.dwg
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT oFffE OThieneS trngineenng, /nC. CITY OF FONTANA, CALIFORNIA
CMI ��� � T�Fy 0 >43449nR 7a £ BCXIuvwDRVF>7NG
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �
� c� a ,wMCK C4UFORwa 90x38 STREET IMPROVEMENT PLANS
y Q PH.(714)521-4811 FAX(714)521-4173 DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, TITLE SHEET L:
SCA
* R.C.E. NO. 56155 r * Prepared Under The Supervision Of : J'P' FOR AS NOTED
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Lp Exp. 12-31-16 Q DESIGNED BY: PARCEL MAP NO.19548 DATE: - .4
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�F OF Date : �'-/ -((p CHECKED BY: J.P. CA. 92337 09/04/2014,
VED BY: DRAWING No
1
STANDARDS IN EFFECT. C A� INHARD STENZE RCE NO. 56155 R.S. �17
1Y ENGINEER R.C.E. 51152 DATE: 5210 2