HomeMy WebLinkAbout3097-1GENERAL NOTES:
1 ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY
OF FONTANA STANDARDS AND SPECIFICATIONS, CHAPTER 33 OF THE
BUILDING CODE, 1997 EDITION, AND THE CONTRACT DOCUMENTS.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS
ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. THE SOILS
REPORT PREPARED BY RMA GROUP, 10851 EDISON COURT, RANCHO
CUCAMONGA, CA 91730, (909) 969-1751, AND ANY AMENDMENTS THERETO,
ARE HEREBY MADE A PART HEREOF.
3. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS,
INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUIBBLE, TREES,
AND ROOT SYSTEMS, SHALL BE REMOVED FROM THE SITE TO THE
SATISFACTION OF THE SOILS ENGINEER.
4. AFTER STRIPING EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED
NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF TOE SOILS
ENGINEER.
5. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER,
AND ANY ADDITIONAL OVER—EXCAVATION SHALL THEN BE MADE IN
ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATION AND AS
CONTAINED IN THE SOILS REPORT
6. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF
6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO
AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M.
0-1557-70 METHOD OF COMPACTION TO ATTAIN A DENSE AND UNYIELDING
CONDITION.
7. COMPACTION SHALL DE OBTAINED BY METHODS APPROVED BY THE SOILS
ENGINEER.
8. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED
DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING.
9. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND
BUILDING CONSTRUCTION OPERATIONS.
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT
ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE
MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE
ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR
ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE
REMOVED IMMEDIATELY.
11. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED
AND TESTED BY A LICENSED SOILS ENGINEER
APPROVED BY THE OWNER, AND COMPACTION REPORTS PROVIDED FOR CITY
APPROVAL.
12. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR
SHALL FURNISH THE ARCHITECT, OWNER AND THE CITY WITH THE CIVIL
ENGINEER'S WRITTEN OPINION THAT APPROVED PLANS AND COMPACTION
REPORTS FROM THE SOILS
ENGINEER THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN
OBTAINED.
13. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND
NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO
THE START OF WORK.
14. PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL
OBTAIN COMPACTION REPORTS FROM THE SOILS ENGINEER THAT THE PROPER
SUBGRADE COMPACTION HAS BEEN OBTAINED) AND SHALL FURNISH SAID
REPORTS TO THE OWNER FOR APPROVAL.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN
PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER
FOR RESOLUTIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DESCREPANCIES NO SO REPORTED AND RESOLVED.
16. ALL MANUFACTURED SLOPES ARE 2(H): 1(V) UNLESS OTHERWISE NOTED ON
THE PLANS. NO SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2(H):
1(V) .
17. SEE THE DIMENSION CONTROL PLAN FOR PRECISE HORIZONTAL CONTROL
DATA. CURVE DATA, BEARINGS, DISTANCES. ETC.
18. PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL
OBTAIN THE CIVIL ENGINEER'S WRITTEN OPINION THAT THE PROPER
SUBGRADE ELEVATIONS HAVE BEEN OBTAINED AND SHALL FURNISH SAID
WRITTEN OPINION TO THE OWNER FOR APPROVAL.
19. MINIMUM GRADES SHALL BE:
(A) CONCRETE STRUCTURES, "V" GUTTERS. CURB AND GUTTER, ETC. = 0.50%
(B) ASPHALT, TURF. GRADED SOIL. ETC. = 1.0%
20. CONTRACTOR SHALL IMPLEMENT SAND BAG EROSION CONTROL MEASURES AS
NECESSARY TO PROTECT THE GRADING OPERATIONS AND ADJACENT
PROPERTY. EROSION CONTROL MEASURES TO BE IMPLEMENTED IN
ACCORDANCE WITH CHAPTER 33 OF THE U.B.C., 1997 EDITION.
21. ALL TRENCH BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
22. CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E.CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
(909) 350-6632 (714) 666-5467
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN. GREG GASPAR ATTN: JACK HAYES
16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA,
CA. 92335 ONTARIO, CA. 91761
(909) 428-8411 (909) 390-4736
EMERGENCIES: (800) 427-2200
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335 ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND (800) 422-4133
(909) 675-5100 TRANSM 15SIONS
(213) 637-1233 PIPELINES FONTANA WATER COMPANY
(909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. McGRAW
(800) 422-4133 8440 NUEVO AVENUE
FONTANA, CA 9.2335
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823=5045
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 422-4133
23. ALL GRADING SHALL CEASE DURING PERIODS OF WINDS IN EXCESS OF 25 MPH.
SITE SHALL BE KEPT CONTINUOUSLY WATERED DURING PERIODS OF HIGH WINDS
TO PREVENT AIRBORNE EROSION.
NOTE:
PER NPDES REQUIREMENTS A NOTICE OF INTENT (N.0.1.)
IS REQUIRED FOR THIS DEVELOPEMENT.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS:
THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
0
INDEX MAP
VICINITY MAP
GRADED AREA -830,750 S.F.
EARTHWORK OUANTITIES:
CUTS 28,97r.99 C.Y. (RAW)
FILL12,451 C.Y. (RAW)
SIERRA LAKES SPECIFIC PLAN
DWN
CHK
CB/HD/MM
SS/RP
DATE
1/14/02
X06 # 01-017
CE��l
of 39
J :1826-11801g rad i nglrg 1.dwg, 01/16/2002 12:29:48 PM, of