Loading...
HomeMy WebLinkAbout2664-120 0 20 40 60 Scale 1" = 20' Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 7/ DEC A of /�/� 4 F / �--- tt J YYf V 01 W j_ _ -� 0 4 8 OF C� G E N E R A L N O T E S 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CH. 33, AND AS AMENDED BY CITY OF FONTANA STANDARDS 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 6. MAXIMUM CUT AND FILL SLOPE = 2: 1. 7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG THE TOP OF CUT SLOPES. 10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1Z IF CUT OR FILL IS LESS THAN 10' 27 IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 11. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED." 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3'. 14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN 4' MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10. 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE UPDATED GEOTECHNICAL SOILS REPORT BY SID GEOTECHNICAL , DATED: TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT, 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL. 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'. 20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION,. AND LOCATION OF CUT/FILL SLOPES. 21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GI VEN. 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING. " 23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING." 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE YOU DIG AT 1-800-277-2600. EARTHWORK: RAW CUT: 640 C. Y. RAIN FILL: 640 C. Y. SOILS ENGINEER SID GEOTHCHNICAL, INC. 7265 JURUPA AVE. SUITE E RIVERSIDE, CA 92504 909-688-2300 0 WN ER CITY OF FONTANA L E G A L D E S C R l P T l O N LOT "A" TRACT 13332 L E G E N D T. C. = TOP OF CURB T. B. = TOP OF EARTH BERM G.B. = VERTICAL GRADE BREAK E. P. = EDGE OF PAVEMENT F. L. = DRAINAGE FLOW LINE F.S. = FINISH SURFACE F. F. = BUILDING FINISH FLOOR C. L. = CENTER LINE P.I. = VERT. INTERSECTION POINT F. G. = FINISH GROUND P.E. (XX. X) = EXISTING PAD ELEV. �-- = DAYLIGHT LINE SEAT WALL = RETAINING WALL D = WROUGHT IRON FENCE Q = WOODEN FENCE X = CHAIN LINK FENCE ® = A. C. CONC. PAD ®® ® ® = EXTENDED FOOTING x. x = EXTENDED FOOTING DEPTH BENCHMARK PLANS PREPARED BY; mr CI17"YL CSF FONTANA, CALIFORNIA kemn TRACT No. 13332 SEE ROUGH GRADE PLAN OESIONEO 9r LUT "A" )?ARK SITE SCALE:• CIVIL ENGINEERING SURVEYING PLANNING GA 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 ORAGYN BY PRECISE GRADING PLAN TEL; (909) 688-0241 FAX; 09091 688-0599 E L E V A T I O N RH APPROVE0 BY C/7Y ENG/NEER .• R'BERT W &Z-OOZEDATE. /O /2 9 B �a CHECKED BY,.��� �� / 3 9� 01V0 No, Ei2 THE SUPEIt�/!5lONOF: R.C.E.23713 EXP. !2/3!/©l REV. DATE DESCRIPTION ENG. DATE APPR. DATE UNDC- R.C.E. 25125 EXP 12,31/01 DATE a66+ 2 File name: E. \CAD\DRAWING\FIESTA\LOTA-BSE