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Home My WebLink About2514-1GENERAL 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 AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA ENGINEERING DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK AT (909) 350-6632. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. COLOR, AND NO CONCRETE SHALL BE PLACED UNTILL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD. B. THE WALLS AND FACES OF EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE --EFFECTIVELY GUARDED BY A SHORING•SYSTEM, SLOPING OF THE GROUND.OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF THE WORK TO COMPLETION. 12. ALL C.M.P.. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFAC- TURER'S SUGGESTED METHOD UNLESS- OTHERWISE SPECIFIED ON THE PLANS. 13. -IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED -BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT•=THE*DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. "AS -BUILT" PLANS SHALL -BE'.. PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE,"RECORD DRAWING"" TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE.STORM DRAIN SYSTEM. 18,..C,ITY 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 S0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: DENNIS FREEMAN ; ATTN:- JACK HAYES 1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE REDLANDS,--'CA 92374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 300 N. PEPPER AVENUE 1400 E. PHILLIPS BLVD. RIALTO, CA 92376 ONTARIO, CA 91766 (909) 820-5598 - UNDERGROUND (800) 422-4133 (909) B75-5100 - TRANSMISSIONS (213).637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW (800)1..422.-4133.. 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 422-4133 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 RESPONS- IBILITY 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. J 9 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10 MAX. N r-- 6" MAX SIZE NATIVE SOIL, COMPACTED 90R r r : .r�•� •s V .t Y n i 6" MIN. 10" MAX. 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% Z N Km W 0 CL FL O PROPOSED RCP-/ I I STORM DRAIN TYPICAL BEDDING FOR .R.C.P. STORM DRAIN Underground Service Alert CALL TOLL FREE 1-800 422-4133 TWO WORKING'DAYS BEFORE YOU DIG PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, .CA 91786 PHONE: (909) 985-0971 REVISIONS W `Milo� - - A 2li INDEX MAP 00 CONSTRUCTION r QUANTITIES: BASIS OF BEARINGS: Ol. INSTALL 48" DIA. R.C.P. D = PER PLAN. 711 I r • 137 6 I 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 RESPONS- IBILITY 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. J 9 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10 MAX. N r-- 6" MAX SIZE NATIVE SOIL, COMPACTED 90R r r : .r�•� •s V .t Y n i 6" MIN. 10" MAX. 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% Z N Km W 0 CL FL O PROPOSED RCP-/ I I STORM DRAIN TYPICAL BEDDING FOR .R.C.P. STORM DRAIN Underground Service Alert CALL TOLL FREE 1-800 422-4133 TWO WORKING'DAYS BEFORE YOU DIG PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN : Ms. MIMI RAYL 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, .CA 91786 PHONE: (909) 985-0971 REVISIONS W `Milo� - - A 2li INDEX MAP 00 CONSTRUCTION NOTES: , QUANTITIES: BASIS OF BEARINGS: Ol. INSTALL 48" DIA. R.C.P. D = PER PLAN. 711 I 2O. INSTALL 36" DIA. R.C.P. D = PER PLAN. 137 6 L.r O3. INSTALL 27" DIA. R.C.P. D = PER PLAN. 4.3 L .F G• INSTALL 24" DIA. R.C.P. D = PER PLAN. SO. CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W= 9/1 1 BiA W & V PER PLAN. SEE DETAIL ON SHT. 4.. ELEVATION: 1365.01 6O. CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0. / E . SEE DETAIL ON SHEET 4. 00071QlJGT JuAcrloN' ,5jRUCT�/RE PE'R APWA STO. / XA , -- - pLhN 331--1. 5EE XrAIL -- DESIGNED: 8O• CONSTRUCT MANHOLE PER APWA STD. PLAN 321-0, / 94 WITH GRATE MANHOLE COVER SEE DETAIL ON SHEET 0 CONSTRUCT BRICK AND MORTAR PLUG. PLR %OkU 9V.X A9D1A10- � z^ CHECKED: CO IJAJ TY r-LO6 D COAD TW L D45rA aT a7V • 176A. DATE: AWING SEE l7Er141L O/V 5HT 4. RANCHO CUCAMONGA, CA 91730 =E CRU DRAWING, THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN PART, ON .THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT 8E RESPONSMLE FOR ANY ERRORS OR OMISSIONS V*N M V Y HAVE BEEN INCORPORATED INTO THE DOGL*WMS �$ A RESULT THEREOF. BENCH MARK: # 361 SPIKE IN NORTH FACE OFCITY BASIS OF BEARINGS: OF FONTANA.'CALIFORNIA PP #1536697E. @ S•W, THE C.L. OF CHERRY AVE. BEING � COR. OF BASELINE AVE. N 000 08'09" E PER P.M. 1959, . 6 SULTANA AVE. P.M.B. 28/18 WAS USED AS THE ELEVATION: 1365.01 BASIS OF BEARINGS FOR THIS PLAN DRAWN BY: TRACT NO. 15709-_ 1 SCALE: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. ONSITE STORM DRAIN' PLAN AS SHOWN DESIGNED: OF THE INLAND EMPIRES �oQw.�TSI�� 10601 CHURCH STREET STE. 107 � z^ CHECKED: TITLE SHEET DATE: AWING RANCHO CUCAMONGA, CA 91730 No. i48i4� PHONE (909) 948-1311 Exp: 3-31-01 - - - - sl�lF fIVI1 JOB NO. Lc1• /-61 9�O? DWG. NO . SHEET NO...� ENGR S DATE CITY DATE oQ�ti� CAL _ 126 1150 APPROVED 2514 CF 6 APPROVAL APPROVAL J. . MADOLE R.C.E.14814 DATE CITY ENGINEER R.C.E. 25126 *P*STORM DRAIN TITLE SHEET - 21 [0, 2551 PF: 1050 862 04-Jun--97H:WPM / 126\-1050-1 DW. DATks �,