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Home My WebLink About2803-1GENERAL NOTES: 1. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH 1994 EDITION OF UNIFORM BUILDING CODE APPENDIX CHAPTER 33 AND "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1997 EDITION" INCLUDING ALL SUPPLEMENTS AND ALL RECOMMENDATIONS IN GEOLOGIC AND SOILS ENGINEER REPORTS AND SUPPLEMENTAL LETTERS PREPARED BY KLEINFELDER, INC. 2. NO GRADING OR CONSTRUCTION IS TO BEGIN PRIOR TO OBTAINING A PERMIT FROM THE CITY OF FONTANA AND A COPY OF THAT PERMIT IS TO BE ON-SITE AT ALL TIMES OF WORK. 3. FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED, INSPECTED AND APPROVED BY THE GRADING INSPECTOR PRIOR TO PLACING FILL. 4. DUST SHALL BE CONTROLLED BY WATERING PER 1994 UNIFORM BUILDING CODE, APPENDIX CHAPTER 33 AND "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION 1997 EDITION". 5. ALL FILLS SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. METHOD D 1557-78 OR APPROVED EQUIVALENT METHOD. CERTIFICATES FROM AN APPROVED SOIL TESTING AGENCY SHOWING THE DEGREE OF COMPACTION SHALL BE PROVIDED TO THE CITY OF FONTANA BUILDING SUPERINTENDENT, TOGETHER WITH A TABULATION OF THE PERCENT COMPACTION OBTAINED IN THEIR VARIOUS TESTS AND A PLAN SHOWING THE LOCATION OF THE TESTS AND A STATEMENT AS TO THE OVERALL STABILITY OF THE GRADING FOR ITS INTENDED USE. 6. EXISTING UTILITIES ARE SHOWN FROM ALL AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR THE LOCATION, PROTECTION, REMOVAL OR RELOCATION OF ALL UTILITIES ABOVE OR BELOW GROUND WITHIN THE LIMITS OF GRADING AND ALONG ANY ROUTE OF TRAVEL OF EQUIPMENT. 7. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. is. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. NO 31. 32. ALL UTILITIES, SEWER AND STORM DRAIN BACKFILL SHALL BE CERTIFIED BY AN APPROVED SOIL ENGINEER TO THE EXTENT REQUIRED BY THE BUILDING AND SAFETY MANAGER. THE ENGINEER RESPONSIBLE FOR THE DESIGN SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING THE GRADING OPERATION TO INSURE COMPLIANCE WITH APPROVED PLANS. CUT AND FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2:1 UNLESS OTHERWISE SPECIFIED ON THE PLAN AND VERIFIED BY SOILS ENGINEER. THE UNDERSIGNED ENGINEER CERTIFIES THAT THESE PLANS HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVISION AND THAT THEY CONFORM TO ALL PERTINENT REQUIREMENTS OF 1994 UNIFORM BUILDING CODE, APPENDIX CHAPTER 33 AND "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1997 EDITION. GEOLOGIC AND SOILS ENGINEER REPORTS BY KLEINFELDER, INC. DATED FEBRUARY 11, 1993, NO. 58-2039-01 AND MARCH 12, 1993, NO. 58-3087-01, AND SUPPLEMENTAL LETTERS DATED: 10/27/99, AN�1 MADE PARTAND 01�THIS9 GRADING PLAN.SHALL BE CORPERATED HEREWITH ALL RECOMMENDATION OF THE SOILS ENGINEERING REPORTS AND ALL SUBSEQUENT REPORTS, ADDENDUMS AND RECOMMENDATIONS ETC., SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN TWELVE INCHES (12") SHALL BE BURIED OR PLACED IN THE UPPER TEN FEET OF FILL. CUBIC YARDS OF CUT- 47,138 RAW CUBIC YARDS OF FILL- 28,099 RAW FILL SLOPES SHALL HAVE NOT LESS THAN 90% COMPACTION AT THE FINISHED SURFACE. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS. THE ENGINEERING GEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE CITY FOR APPROVAL. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER WILL SUPERVISE THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. BUILDING PERMITS CAN NOT BE ISSUED UNTIL THE FOLLOWING ITEMS FONTANA AUTOMALL ROUGH GRADING PLAN AND INTERIM DETENTION BASIN IN THE CITY OF FONTANA PARCEL MAP 14518 ARE COMPLETED TO THE SATISFACTION OF THE BUILDING & SAFETY DIVISION. A PRECISE GRADING PLANS. B GRADING INSPECTION BY A BUILDING AND SAFETY INSPECTOR. C FINAL COMPACTION REPORT/CERTIFICATION FROM THE SOIL ENGINEER D GRADE CERTIFICATION BY THE CIVIL ENGINEER. A GEOLOGIC AND SOILS ENGINEER APPROVED BY THE CITY AT DEVELOPER'S EXPENSE SHALL SUPERVISE ALL GRADING OPERATIONS. THE GEOLOGIC AND SOILS ENGINEER SHALL MAINTAIN PERIODIC INSPECTIONS AND, UPON COMPLETION OF THE GRADING, SHALL SUBMIT TO THE CITY BUILDING OFFICIAL A CERTIFIED REPORT OF HIS FINAL INSPECTION ALONG WITH A STATEMENT TO THE EFFECT THAT HE HAS INSPECTED ALL FILLS AND THAT IN HIS OPINION THEY MEET THE REQUIREMENTS OF STABILITY AS DETERMINED BY THE SCIENCE OF SOIL MECHANICS. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE INSTALLED AND MAINTAINED ON THE SITE BETWEEN NOVEMBER 1ST AND APRIL 15TH. GRADE LEVEL AREAS TO DRAIN AWAY FROM THE TOP EDGE OF SLOPES. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS ROU -TE INDEX MAP SCALE: 1 "=200' OWNER INFORMATION CONSTRUCTION NOTES AND QUANTITY ESTIMATES ITEM UNIT QUANTITY 1 REMOVE CL FENCE INCLUDING GATES LF 1820 2 REMOVE POWER POLE EA 1 3 CLEAR & GRUB INCLUDING MINOR DEMOLITION, AND TREE REMOVAL AC 24.95 4 REMOVE AC PAVEMENT SF 15,075 O5 INSTALL SLOPE EROSION CONTROL BLANKET, NORTH AMERICAN GREEN N0. S150 OR APPROVED EQUIVALENT SF 16,250 6 RELOCATE CL FENCE INCLUDING GATES LF 204 7 INSTALL BRICK AND MORTAR PLUG EA 1 8 INSTALL 36" RCP, D=1350, WITH RUBBER GASKETED JOINTS LF 69 O9 CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEEP 2 LF 179 10 NOT USED-- - ------- 11 0 CONSTRUCT 24" RCP STUB, D= 1350 LF 5 12 INSTALL 48" CMP RISER INLET (SEE DETAIL ON SHEET 2B) EA 2 13 REMOVE do REPLACE EXISTING Cl FENCE LF 3711 14 EXTEND BOX CULVERT PER DETAIL ON SHEEP 2A EA 1 15 NOT USED -- 16 CONSTRUCT 18" RCP, D=1350 LF 17 17 INSTALL 30" SRP MANUFACTURERED BY PACIFIC CORRUGATED PIPE CO. OR APPROVED EQUIVALENT LF 170 18 PROVIDE RIPRAP (75 LB CUSS ROCK THICKNESS=1.5') Cy 372 1g NOT USED LF 60 2� INSTALL 24' SRP MANUFACTURERED BY PACIFIC CORRUGATED PIPE CO. OR APPROVED EQUIVALENT LF 38 21 CONSTRUCT CURB INLET PER CIN OF FONTANA STD 121- MODIFIED FOR B" C.F. WITH 4" L.D. (W=8.0' V=3.68') EA 1 22 CONSTRUCT CURB INLET PER CIN OF FONTANA STD 121- MODIFIED FOR 8o C.F. WITH 4" L.D. (W=4.0' V=3.30') EA 1 23 CONSTRUCT CURB INLET PER CIN OF FONTANA STD 121- MODIFIED FOR 10" C.F. WITH 2" L.D. (W=8.0' V=2.93') EA 1 24 CONSTRUCT 30" RCP, D=1350, WITH RUBBER GASKETED JOINTS LF 57 25 CONSTRUCT CONCRETE COLLAR PER APWA STD DETAIL 380-1 EA 2 26 CONSTRUCT EMERGENCY SPILLWAY WITH SPLASHPAD PER DET/UL ON SHEET 2 EA t *PLANS SHALL BE SUBMITTED UNDER A COMPLETE PACKAGE FOR REVIEW AND APPROVAL BY THE CITY OF FONTANA. NOTE: QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER PRIOR TO THE AFORESAID TIME. EARTHWORK QUANTITY ESTIMATE THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITY CUT(CY) FILL(CY) ENGINEERING DIVISION AND BUILDING AND SAFETY WHEN THE NOTE& PARCEL 1 - CITY OF FONTANA REDEVELOPMENT AGENCY RAW 47,138 28,099 GRADING OPERATION IS READY FOR FINAL INSPECTION AND WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND ONSITE TREES TO BE REMOVED FROM THE SITE BY CONTRACTOR. 8353 SIERRA AVENUE CITRUS RAW 4,000 ** THEIR PROTECTIVE DEVICES HAVE BEEN COMPLETED AND THE AS- ALL WORK SHALL BE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF( FONTANA, CA 92335 909) 350-7645 (20%) SHRINKAGE -9,427 - GRADED PLAN AND REQUIRED REPORTS HAVE BEEN SUBMITTED. NO OFF-SITE GRADING OR CONSTRUCTION IS TO BEGIN WITHIN THE THE 1994 EDITION OF THE UNIFORM BUILDING CODE WITH ITS APPENDICES, ATTN: RAY BRAGG (0.20') SUBSIDENCE -5,207 +3,216 STATE RIGHT-OF-WAY PRIOR TO OBTAINING A PERMIT FROM AND STANDARDS. 1994 EDITION OF THE UNIFORM PLUMBING CODE WITH ITS TREE REMOVAL 5 CY. EA. -1400 - CAL TRANS RIGHT-OF-WAY SECTION AND A COPY OF . APPENDICES AND STANDARDSSTATE OF CALIFORNIA 1994 AMENDMENTS TO PARCEL 2 - SUNRISE FORD MANAGEMENT SLAB do PAVEMENT THAT PERMIT IS TO BE ON SITE AT ALL TIMES OF WORK THE UNIFORM BUILDING CODE AND UNIFORM PLUMBING CODE. ALL OTHER REMOVAL -1,292 + 1,120 ANY EARTH DISTURBED WITHIN CAL TRANS RIGHT OF WAY AND/OR APPLICABLE LAWS AND REGULATIONS. 18150 FOOTHILL BLVD. 36,473 33,122 BACKFILLING SHALL BE COMPACTED TO NINETY PERCENT (90%) REL. FONTANA, CA 92336 COMPACTION. DRAINAGE WATER SHALL NOT CROSS OVER A PUBLIC SIDEWALK. DRAINAGE ( 909) 822-4401 (20%) SHRINKAGE* 47,138 X .20 = 9,427 CY TOPS AND TOES OF ALL SLOPES ARE TO BE ROUNDED. WATER MAY HOWEVER, CROSS UNDER A SIDEWALK IF AN APPROVED DRAINAGE " ATTN: BOB BRUNCATI (0.20') SUBSIDENCE (CUT)* 702,964 SF X .20' = 5,207 CY MINIMUM SLOPES FOR FINE GRADE DESIGN TO BE: STRUCTURE IS USED. DRAINAGE WATER SHALL NOT PASS FROM AN IMPROVED "UNIMPROVEDn 27 CONCRETE SWALES 0.50% TYPE OF DRAINAGE STRUCTURE TO AND TYPE OF DRAINAGE .* STRUCTURE (I.E., CONCRETE SWALE TO SLAG OR DIRT SWALE). (0.20) SUBSIDENCE (FILL) 434,159 SF X 0 .20 = 3,216 CY ASPHALT, TURF, ETC. 1.00% THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FIN+ AL REPORTS. FINAL REPORTS AND AS -BUILT ROUGH GRADING PLAN SHALL TREE REMOVAL 27 280 ® 5 CY./ea 1400 CY (1-800-227-2600) AT LEAST TWO DAYS PRIOR TO ANY EXCAVATION. BE PROVIDED TO THE BUILDING AND SAFETY DIVISION OF THE CITY OF FONTANA DEMOLITION PERMITS ARE REQUIRED FOR THE DEMOLITION PER THE REQUIREMENTS OF APPENDIX CHAPTER 33 OF THE Q�OFESSIpN *PER KLEINFELDER SOILS REPORT DATED APRIL 22, 1993 AND REMOVAL OF EXISTING IMPROVEMENTS. UNIFORM BUILDING CODE, 1994 EDITION. Qau/ ql Sh ** For widening at Cirtrus Ave. for ramp to bridge. ��y� r _ PROJECT AREA - 1,144,196.5 S.F. = 26.27 AC. No. 321 0 (NET FROM P.M.) Exp. cin- , PAD AREA = 95,438 SF = 2.19 AC. qlF OF CAl`� BENCHMARK: PSC NAIL IN LEAD 6.46' WEST OF NORTHERLY CURB RETURN NORTHWEST CORNER OF INTERSECTION OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, CITY OF FONTANA DATUM. ELEVATION = 1136.67 ASL Consulting Engineers 348 WST HOSPITALITY LAME. STE. 301 SAN BERNARDINO, CA 92408 (909) 361-36es, FAX (909) 361-4176 TOIL. FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �:. m 3 F I E U = VICNITY MAP N.T.S. SCHEDULE OF DRAWINGS SHEET DESCRIPTION 1 . TITLE SHEET 2 CROSS SECTIONS do DETAILS 2A, 2B DETAIL SHEETS 3-6 ROUGH GRADING PLANS 7 CONDITIONS OF APPROVAL DISPOSITION NOTEQ- Efl EXISTING BUILDING TO BE REMOVED BY OTHERS 20 PROTECT IN PLACE EXISTING CL FENCE TO BE REMOVED BY OTHERS PRIVATE ENGINEERS NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. DISCLAIMER These documents have been prepared for a specific project and shall neither be altered nor reused for any other purpose. Also, these documents do not represent as -built conditions. If these documents are altered intentionally or unintentionally, or reused without the design engineer's written approval, it will be at the sole risk and responsibility of the user. The act of altering or reusing is construed as indemnifying and holding the design engineering firm and its employees harmless from all claims, damages, and expenses, including attorney fees, arising out of such act. BASIS OF BEARINGS BASIS OF BEARINGS: THE CENTERLINE OF IMPROVEMENTS FOR VALLEY BOULEVARD PER R.S. 70/39 BEING N 89'23'47"E WMDtkM DATES THE FOLLOWING DATES ARE ESTIMATES ONLY START DATE: 12/20/1999 COMPLETION DATE: APPROXIMATELY 30 DAYS AFTER START DATE CALTRANS PERMIT NO. XX- XX- X- XX- XXXX 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; THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN OWNER, THE ENGINEER OR THE CITY. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PWAU UNM TW SUMV4 w OP I CITY OF FONTANA, CALIFORNIA et FONTANA AUTOMALL sWE: K.L. ROUGH GRADING PLAN �� S SHJWN9 DEs00 ". K.L.\ R.E.. TITLE SHEET 12/8/ �---�. • / _ DATE: 12L2 o CHECKED Br. APPRO DRAWW NQ : RONALD P. SHELDON R.C.E. #32180 DIY REGISTRATION EXPIRE'S 12-31-2000 J.M.\ R.S. 2803 ENGIN ER R.C.E. 25126 DATE: