HomeMy WebLinkAbout2947-23CITY OF FONTANA
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM CITY OF FONTANA
PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN
THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND SIDEWALKS.
6. 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.
7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST
TAKEN AFTER COMPLETION OF ROUGH GRADING.
8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES,
ENTERING OR LEAVING IMPROVEMENTS
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
THE STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED
WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION,
SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE
CONSTRUCTION BEGINS.
12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 150mm BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION
OF PAVING.
13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 150mm BELOW
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
SOUND WALL IMPROVEMENT PLANS
FOR
FOOTHILL BOULEVARD AT VILLAGE OF HERITAGE
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO
_GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
17. 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.
18. 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
OWNER'S REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL
HAVE BEEN PLACED, INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER.
23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF
THE CITY ENGINEER.
24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND
APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING
OF ANY PERMANENT PAVEMENT.
25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS
REQUIRED BY THE CITY ENGINEER.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
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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 THIS 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 AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
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COUNTY OF SAN BERNARDINO
ARROW HICHVIWAY
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THE BEARINGS SHOWN HEREON ARE BASED ON
FOOTHILL BOULEVARD (ROUTE 66) AS SHOWN
ON THE RECORD OF SURVEY RECORDED ON
JANUARY 17, 1986, BOOK NO. 50 PAGES 52 TO 62
OF RECORDS OF SURVEY SAN BERNARDINO COUNTY
RECORDER BEING NORTH 89' 48' 09" WEST AND
BEING THE SOUTH SIDE OF SECTION 2, TOWNSHIP 1
SOUTH, RANGE 6 WEST, IN THE COUNTY OF SAN
BERNARDINO, STATE OF CALIFORNIA.
INDEX OF SHEETS
SHEET No. DESCRIPTION
23 TITLE SHEET
24 WALL PLAN AND PROFILE
25 DETAILS
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND
MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR
CONSTRUCTION. HALL & FOREMAN, INC. IS NOT RESPONSIBLE FOR
UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND
FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT
INTEND TO USE SAME.
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