HomeMy WebLinkAbout5180-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY (F FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SP=CIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE t'OTED
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS
THAT CAN NOT BE RESOLVED BY REFERENCE PRECEDENCE PROVISIONS IN THE "GREEN
BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT rO THE CITY
ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF TIE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FON"ANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE STAtT OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WOWING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN 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 TFAFFIC CONTROLS,
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CTY TRAFFIC ENGINEER
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 3ARRICADES
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION DR 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 (51 FEET IN DEPTH
SHALL BE GUARDED BY SHORING SLOPINGOF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE
STATE OF CALIFORNIA. TRENCHES LESS THAT FIVE (5) FEET SHALL AISO 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 HAVE BEEN DETERMINED FROM AVAILABL 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 '.HALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING LAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILIT( COMPANIES
INCLUDING, BUT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELE/ISION, LANDSCAPING,
LANDSCAPE IRRIGATION, DOMESTIC WATER, SEWER, STORM DRAIN, FLO)D 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 WATEF MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINA'E 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 EgGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. fHE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRICTION CONTROL STAKING
DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDIIG SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGISTER:D CIVIL ENGINEER OR
LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTtOYED AS A RESULT OF
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE CITY 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 AID 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 RPOVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINEC WIND VELOCITIES EXCEED
25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION MATERIAL, MU), SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE AGHT-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 COMPACTIOJ. FAILURE TO OBTAIN
THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTDN OF THE WORK UNTIL
THE SPECIFIED DENSITY IS OBTAINED.
C TY
15033
GENERAL NOTES (CONT.)
OF FONTANA
IF) 'LAN
MpmOVEMENT H
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-ERODABLE 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 SHAPP 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 NEW ASPHALT 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. 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, CLEANOUT 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.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE
LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED 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 MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN
ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE
SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES AND USES
THE ENGINEER PREPARING THESE PLANSWILL NOT BE. RESPONSIBLE OR LIABLE FOR ANY
UNAUTHORIZED CHANGES IN OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE PREPARER OF THES PLANS.
i
PROJECT
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES
QUANTITY
ESTIMATE
1�- CONSTRUCT 8" P(CC CURB AND 18" GUTTER PER
CITY OF FONTANAk STANDARD NO. 1000
69
LF
a- CONSTRUCT 8" THICK PCC DRIVE APPROACH PER CITY
OF FONTANA STAINDARD DRAWING 1002.
575
SF
�- REMOVE EXISTING PCC CURB AND GUTTER
162
LF
Q- SAWCUT EXISTING; AC PAVING TO A CLEAN, STRAIGHT
EDGE (1' MIN.)
186
LF
a- CONSTRUCT 6%" AC PAVEMENT OVER 12" CRUSHED
AGGREGATE BASE: PER CITY OF FONTANA STANDARD
DRAWING 400 (SEE GENERAL NOTES 32 & 32).
162
SF
Q- CONSTRUCT 4" PICC SIDEWALK PER CITY OF FONTANA
STANDARD DRAWIING 1006.
354
SF
�- INSTALL 22,000 LUMEN HPSV STREET LIGHT (200 WATT; #20)
30 FT. LUMINAIRE HEIGHT PER CITY OF FONTANA STANDARD
PLAN NO. 404 (CASE 1)
1
EA
Q- REMOVE AND REPLACE STREET TREE AS DIRECTED
1
EA
o-- REMOVE AND REIINSTALL PARKING RESTRICTION SIGN
1
EA
AS DIRECTED.
�- REMOVE EXISTING; PCC DRIVE APPROACH
881
SF
'@- REMOVE EXISTING; AC PAVING AND BASE
162
SF
�-- EXISTING POWER POLE TO BE REMOVED AND ELECTRIC
SERVICE TO BE INSTALLED UNDERGROUND (BY OTHERS)
1
EA
� � { REV. REVISION DESCRIPTIa DATE ENGR. CITY DATE PREPARED FOR: BENCH MARK r CITY OF FONTANA, CALIF0RNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS RICHARD CA N TW E LL P E Q�FEss,q,�,
` MWD BENCH MARK OF 632 - ELEV. 1106.79 (NAVD 88; CONSULTING CIVIL ENGINtER �a W �, STREET IMPROVEMENT PLAN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 2334 CLUB VISTA DR. �`�T,�
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A FERRELINE A. WETZEL Y THE METRO WATER DISTRICT OF SO CALO.2 MILES NORTH FROM GL ND RA CA 91741 V � DRAWN 8Y: SCALE:
DESCRIBED B E E (626) 3'35-3055 t- N0. r to
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE 15335 VALLEY BOULEVARD THE INTERSECTION OF VALLEY BLVD AND POPLAR AVE 70 FEET SOUTH OF THE r 29011 R.C. 5033 S I ov Avenue AS SHOWN
REVISIONS TO THE PLAN TO BRING THEM INTO FONTANA, CA. 92335 CENTERLINE OF MALLORY DRIVE 21 FEET WEST OF THE CENTERLINE OF POPLAR EXPIRATION
DESIGNED BY: 1 DATE:
CONFORMANCE WITH CONDITIONS AND STANDARDS IN 3 FEET SOUTH OF A TELEPHONE RISER A STANDARD MVDSC 3-1/4 ALUMINUM R.C. SEPT. 2014
EFFECT AT THAT TIME. (909) 355-5428 DISK SET FLUSH IN A FOOTING OF LIGHT STANDARD PCE NO. 2162438E ONE- / sr� �r RAWING N0.
LCALL UNDERGROUND SERVICE ALERT AT FOOT WEST OF THE CURB FACE. PREPARED BY: RICHARD CANTWELL DATE of ca��f`' CHECKED BY: APPR ED BY: ! _.� 1
227-2600 2 DAYS BEFORE DIGGING R.C.E. 29011 EXP. 03-31-15 R.H. DAT : 5180 2 , ��( EN EER .0 .E. 51152