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HomeMy WebLinkAbout4897-1GRADING GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, APPENDIX "J" AND CHAPTER 18 OF THE CALIFORNIA BUILDING CODE, 2007 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, 12130 SANTA MARGARITA COURT, RANCHO CUCAMONGA, CA 91730, (909) 989-1751, 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, RUBBLE, TREES, AND ROOT SYSTEMS, SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 4. AFTER STRIPPING EXISTING DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE 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 9C% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. D-1557-09 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 2 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 DISCREPANCIES NOT 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 18 OF THE CALIFORNIA BUILDING CODE, 2007 EDITION. 21. ALL TRENCH BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. CITY O.F FONTANA OFF-SITE WATER QUALITY BMP PLANS TRACTS 16873, 16874, 16875 17 Tj5NTAT/VE TRACT' NO. 17040cl IRA I o p 24 25 so A2/ PRI VA TE OC 42 49 I sa �- // as p, as RECREA TION / 37 LOT it O 48 48 21 asI P.A. 20 LO � 17 � 1 �y a 47 I 50 48 I A2 s 108 �' I O 1 S4 35 as NOAS 115875 SCALE IN FEET 200 400 600 .CITY OF FONTANA UTILITY NOTIFICATION LIST o LOCA TION MAP 0 SCALE. 1 " = 200' CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE ATTN: NORMA GUILLOT FONTANA, CA 92335 1265 N. VAN BUREN STREET (909) 350-6632 SUITE 180 6 LF ANAHEIM, CA 92807 MODIFIED UNDERSIDEWALK DRAIN/ RECTANGULAR DRAIN PER (714) 666-5401 S0. CALIFORNIA GAS COMPANY COMCAST (_CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES 1205 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 FONTANA, CA. 92335 (gpg) 390-4738 �909� 428-841 EMERGENCIES: 800) 427-2200 VERIZON S0. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 POMONA, CA. 91766 909) 820-5598 -UNDERGROUND (909) 469-6327 909,1 875-5100 -TRANSMISSIONS 213 637-1233 -PIPELINES FONTANA WATER COMPANY 909) 357-6233 -DISTRIBUTION ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX: (909) ATT BASIL J. FABRIZIO (909) 463-9580 823-5046 WEST SAN BERNARDINO WATER CO. UNDERGROUND SERVICE ALERT ATTN: LON TSAI 800 422-4133 855 W. BASELINE ROAD RIALTO, CA 92377 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. 24. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCH MARKT 18-17 CAL TRANS BENCHMARK #8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI VEST OF SAN SEVAINE RD., 2,65 MI VEST OF SIERRA AVE ELEVATIONS 1 1428.609 BASIS OF BEARINGSI THE BRG. NO89.59'31'E ALONG THE CL SUMMIT AVE AS SHOWN ON TRR, NO. 16427-1, M.B. 296/7-11. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV I REVISION DESCRIPTION PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE 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 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY 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 ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS . CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. DATE I ENGR.I CITY I DATE 1 e NOTES: 1. BUILDER SHALL PROVIDE THE BUILDING INSPECTOR WITH A FINAL PRECISE GRADING CERTIFICATE FROM THE ENGINEER OF RECORD PRIOR TO BUILDING'S FINAL INSPECTION. 2. PER NPDES REQUIREMENTS A NOTICE OF INTENT (N.0.1.) IS REQUIRED FOR THIS DEVELOPEMENT. 3. THE UNDERSIGNED CIVIL ENGINEER WIIL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH APPENDIX "J" SECTION J105 OF THE 2007 CALIFORNIA BUILDING CODE. 4. CUT AND FILL SLOPES SHALL BE PLANTED AND GROUND COVER GROWING PRIOR TO FINAL APPROVAL. 5. ALL WALLS TO BE CONSTRUCTED PER SEPARATE PLANS & PERMIT SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDI TIONS AND STANDARDS IN EFFECT. / , I '1 i; 00, GG • �l / / I . V. /A i Uj cc r , I iI --.. SUMMI T: ATVENU W - - :Z4 VICINITY MAP SCALE. • NOT TO SCALE WQMP NOTES QUANTITIES Q CONSTRUCT 2' CURB OPENING PER DETAIL 10-A & 10-B ON SHEET 10....... 56 EA. I'1CI/�I S.C. FONTANA DEVELOPMENT CORPORATION 1156 N. MOUNTAIN AVENUE UPLAND, CA 91785-0670 P.O. BOX 670 PHONE. • (909) 579-1282 CONTACT- GARTH CHAMBERS SOIL S ENGINEERS RMA GROUP GEOTECHNICAL CONSULTANTS 12130 SANTA MARGARITA COURT RANCHO CUCAMONGA, CA 91730 CONTACT ED LYON PHONE.- (909) 989-1751 / A •/A ^ IA/A/Aff0_ INDEX OF DRAWINGS DESCRIPTION SHEET No. WQMP PLANS TITLE SHEET. INDEXMAP..............................................................2 GRADING PLAN..............................:......................3-8 SECTIONS................................................................. 9 DETAILS ...................•.... -••---.......................................10-11 CITRUS HEIGHTS NORTH HOLDING COMPANY, LLC 1156 N. MOUNTAIN AVENUE UPLAND, CA 91785-0670 P. 0. BOX 670 PHONE. • (909) 579-1282 CONTACT- GA R TH CHAMBERS CIVIL ENGINEER CONTACT PERSONS: "FOR OFF-SITE WA TER QUALITY BMP .1 S ONL Y.9.9 MARK BERTONE LEO PACIS CITRUS HEIGHTS NORTH SPECIFIC PLAN P Prepared Under The Supervision Of : CITY OF FONTANA,CA L IFO RNIA� a QFL,iy� PREPARED IN THE OFFICE OF s IwMADOLE AND ASSOCIATES, INC. S TREE T PA RK WA Y IMPRO VEMENT �'°� 9302 PITTSBURGH AVENUE SU/TE 230 DROWN BY •/ SCALE: 3 No, 36637 c �i TY TRACT 16873 /6874 16875 AS SHOWN n, Expo 06-30-12 RANCHO CUCAMONGA, CA 91730 ' ' 1 * PHONE 9) 481- 6322 DESIGNED BY WQMP - T1 TL E SHEE T DATE N TY JAN., 2011 •, 9TFOF q Fto4CHECKED BY '. APP OVED BY.• ' DRAWING NO.: > RCE 166V EXP. 6- 0 12Fr"` MB MNDELL L. /WATSURU ITY ENGINESC.E.R.C. 51152 DATE 4897 11 INSTALL 4"-8" ROCK RIP -RAP AT CURB INLET PER DETAIL 10-A & 10-A1 ON SHEET 10............................................................ 1,410 SF CONSTRUCT 6" TO 8" CURB TRANSITION PER DETAIL 10-C ON SHEET 10...... 6 LF ®CONSTRUCT MODIFIED UNDERSIDEWALK DRAIN/ RECTANGULAR DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001 (SIZE 3=15 7/8"X4 1/29$ OUTSIDE DIMENSION)...................................................................... 74 L(= 0 INSTALL UNDER SIDEWALK DRAIN/TYPE "L" ADAPTER PER MODIFIED CITY OF FONTANA STD. PLAN NO. 3001. SEE DETAIL 10-D & 10-E ON SHEET 10.............................................................. 6 EA © CONSTRUCT 2' CURB OPENING PER DETAIL 1 1-B ON SHEET 11 .................. 3 EA. O7 SWALE INTERRUPTION - INSTALL 4" PVC SDR -35 PER ............................ 16 EA. DETAIL 1 1-A ON SHEET 11. BIO -RETENTION SWALE........•••-••-••••.............•-••-••............................... 10,110 SF I'1CI/�I S.C. FONTANA DEVELOPMENT CORPORATION 1156 N. MOUNTAIN AVENUE UPLAND, CA 91785-0670 P.O. BOX 670 PHONE. • (909) 579-1282 CONTACT- GARTH CHAMBERS SOIL S ENGINEERS RMA GROUP GEOTECHNICAL CONSULTANTS 12130 SANTA MARGARITA COURT RANCHO CUCAMONGA, CA 91730 CONTACT ED LYON PHONE.- (909) 989-1751 / A •/A ^ IA/A/Aff0_ INDEX OF DRAWINGS DESCRIPTION SHEET No. WQMP PLANS TITLE SHEET. INDEXMAP..............................................................2 GRADING PLAN..............................:......................3-8 SECTIONS................................................................. 9 DETAILS ...................•.... -••---.......................................10-11 CITRUS HEIGHTS NORTH HOLDING COMPANY, LLC 1156 N. MOUNTAIN AVENUE UPLAND, CA 91785-0670 P. 0. BOX 670 PHONE. • (909) 579-1282 CONTACT- GA R TH CHAMBERS CIVIL ENGINEER CONTACT PERSONS: "FOR OFF-SITE WA TER QUALITY BMP .1 S ONL Y.9.9 MARK BERTONE LEO PACIS CITRUS HEIGHTS NORTH SPECIFIC PLAN P Prepared Under The Supervision Of : CITY OF FONTANA,CA L IFO RNIA� a QFL,iy� PREPARED IN THE OFFICE OF s IwMADOLE AND ASSOCIATES, INC. S TREE T PA RK WA Y IMPRO VEMENT �'°� 9302 PITTSBURGH AVENUE SU/TE 230 DROWN BY •/ SCALE: 3 No, 36637 c �i TY TRACT 16873 /6874 16875 AS SHOWN n, Expo 06-30-12 RANCHO CUCAMONGA, CA 91730 ' ' 1 * PHONE 9) 481- 6322 DESIGNED BY WQMP - T1 TL E SHEE T DATE N TY JAN., 2011 •, 9TFOF q Fto4CHECKED BY '. APP OVED BY.• ' DRAWING NO.: > RCE 166V EXP. 6- 0 12Fr"` MB MNDELL L. /WATSURU ITY ENGINESC.E.R.C. 51152 DATE 4897 11 .�-`=.�o