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Home My WebLink About3849-11111�� 1;r 0, LP ENGINEERS NOTICE TO'CONTRACTORS STORM 'DRAIN, FLOOD "CONTROL AND CALTPANS.'ALL 'UTILITY' COMPANIES SHALL BE'GIVEN 5 -FKN INE TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. LA `C __31 0� w -WIN IT — �1 TRENCH DETAIL FHE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR 3 62 61 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES 4 p "wo- 1 w 6 66 65 5411 Q w lr-= op- N. T. S. STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES AOO 01A A/`NC'&t0V AH-rUnD17AT1nhf t-InNIT AfNTnO CLJAI I f"r)nDn1&1ATC- WIT14 N 1 0 � I - I A . I I _l, � A - -,- -# P - � % � A � � I � � A � I � 9, f /% F- � A I � I � A I F- e- A I rN r% F-�-N r"N 1 1 -r I I I 'T' I r-1- rN rn vyl It 1k./v I I N ul- t L_ THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. OT F SITE LOCATION rN ul- to fN ur- CONNECTOR PIPE T -3W7 M.H. MANHOLE ---------- WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. COYOTE CANYON 16071 MOJAVE DRIVE, BLDG. 8 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ROAD ROAD RUNNER - PROP. 18" RCP COUNTY OF SAN BERNARDINO. ROAD CONNECTOR PIPE P`C-3A" DWG. NO. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR CHERR PRC PER 3803 AVENUE SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION GRAPHIC SCALE 18 R CP "'��PfjOP. C? -LYTLE CREEK ROAD CONTROL STAKING DURING CONSTRUCTION. 150 0 75 150 300 PROP. 18" RCP CONNECTOR PIPE PER DWG. NO. '3803 CONNE PIPE 3D LINE Ppc--30, SUMMIT DUNCAN CANYON AVENUE' ROAD 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. INDEX MAP 1111�� 1;r 0, LP ENGINEERS NOTICE TO'CONTRACTORS STORM 'DRAIN, FLOOD "CONTROL AND CALTPANS.'ALL 'UTILITY' COMPANIES SHALL BE'GIVEN 5 -FKN INE TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. LA `C __31 0� w -WIN IT — �1 TRENCH DETAIL FHE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR 3 62 61 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES 4 p "wo- 1 w 6 66 65 5411 Q w lr-= op- N. T. S. STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES AOO 01A A/`NC'&t0V AH-rUnD17AT1nhf t-InNIT AfNTnO CLJAI I f"r)nDn1&1ATC- WIT14 N 1 0 � I - I A . I I _l, � A - -,- -# P - � % � A � � I � � A � I � 9, f /% F- � A I � I � A I F- e- A I rN r% F-�-N r"N 1 1 -r I I I 'T' I r-1- rN rn vyl It 1k./v I I N ul- t L_ THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. OT F LO E rN ul- to fN ur- CONNECTOR PIPE T -3W7 M.H. MANHOLE ---------- WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. PER D WG. NO. 3803 16071 MOJAVE DRIVE, BLDG. 8 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. PAD ELEVA TION PROPERTY LINE V) PROP. 18" RCP COUNTY OF SAN BERNARDINO. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE CONNECTOR PIPE P`C-3A" DWG. NO. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR VICTORVILLE, CA 92392 PRC PER 3803 SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION GRAPHIC SCALE 18 R CP "'��PfjOP. 42: RCP PROPOSED CONTROL STAKING DURING CONSTRUCTION. 150 0 75 150 300 PROP. 18" RCP CONNECTOR PIPE PER DWG. NO. '3803 CONNE PIPE 3D LINE Ppc--30, TELEPHONE (760) 245-0330 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR PER D WG. NO. 3803 PER DWG. NO. 3803 PER DWG. NO. 3803 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. INDEX MAP UTILITY PURVEYORS 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, 1 �p = 150' RIW RIGHT OF WAY MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL. ENGINEER OR 25. NO OPEN TRENCH SHALL BE" ALLOWED AT THE END OF 'THE DAY WITHOUT PRIOR SAN DIMAS, CA 91773 RCP REINFORCED CONCRETE PIPE LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF APPROVAL OT HE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. LEGEND THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEWER LINE ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, WA TER WEST VALLEY WATER DISTRICT fj5D. 00 j INDICATES EXISTING COND17-ION FOR LATER REPLACEMENT OF THE MONUMENT. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF 855 W, BASELINE 450.00 INDICATES PROPOSED CONDITION 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF RIALTO, CA 92377 ATTENTION: LON TSAI A P W—A ac AMERICAN PUBLIC WORKS ASSOCIA TION BEGINNING OF CURVE TIMES. A MINIMUM 12 FOOT LANE SHALL BE' MAINTAINED AT ALL TIMES IN THE CONSTRUCTION ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. TELEPHONE (909) 875-1804 BOT, BOTTOM AREA FOR RESIDENTS AND EMERGENCY VEHICLES. womm�7 CIL OR C. L. OR q� CENTERLINE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF' DUST CONTROL, 27. IF EXISTING UFILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED SEWER CITY OF FONTANA CFS CUBIC FEET PER SECOND INCLUDING ADEQUATE WATERING, AT ALL TIMES. IMPROVEMENTS, THE CONTRACTOR SHALL NOT NOTIFY THE ENGINEER AND ALL 8353 SIERRA AVENUE CP CONNECTOR PIPE TOP OF CURB FONTANA, CA 92335 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO AFFECTED AGENCIES IMMEDIATELY. ATTENTION: BRIAN WREN DIP DUCTILE IRON PIPE BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HA VE TELEPHONE (909) 350-6731 EC ELEV END OF CURVE ELEVA TION DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. BEEN PLACED, INSPECTED AND APPROVED. GAS THE GAS COMPANY EXI S T. EXISTING WATER SURFACE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 16231 VALLEY BOULEVARD GB GRADE BREAK 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. TO PLACEMENT. FONTANA, CA 92335 INT INTERSECTION 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT ATTENTION: STEVE ROBLES INV IN VER T 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO ppinp Tn P1 ACEMENT. TELEPHONE (909) 428-8407 LA T. LATERAL X 111, RN , '', "1 111[" loll"" A, M REVISION DESCRIPTION A101 08 -FAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE 31. ALL MANHOLESCLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO TF�.`L E -PHONE VERIZON M.H. MANHOLE X WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 16071 MOJAVE DRIVE, BLDG. 8 P.E. PIL PAD ELEVA TION PROPERTY LINE V) COUNTY OF SAN BERNARDINO. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 32. UPON COMPLETION OF CONSTRUCTION,CONTRACTOR SHALL RESTORE ALL SIGNING, VICTORVILLE, CA 92392 PRC POINT OF REVERSE CURVATURE STRIPING, BARRICADESAND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION ATTENTION: FRANK ANGUSTAIN PROP. PROPOSED STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE OF THE CITY TRAFFIC ENGINEM TELEPHONE (760) 245-0330 PUE PUBLIC UTIL ITY EASEMENT TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY P VC POLY VINYL CHLORIDE 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 800 W. CIENEGA AVENUE RIW RIGHT OF WAY SAN DIMAS, CA 91773 RCP REINFORCED CONCRETE PIPE TO MATCH EXISTING CONCRETE. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. ATTENTION: JEFF BURT S SEWER LINE TELEPHONE (909) 592-3737 SD STORM DRAIN LINE ST. S TA STREET STATION CABLE ADELPHIA COMMUNICA TIONS S TA STATION co I OC womm�7 BASIS OF BEARINGS: LEGAL DESCRIP110N. SOIL ENGINETEIR ONTARIO, CA 91761 TC TOP OF CURB Centex Homes ALBUS-KEEFE a7nd ASrSOC., INC. ATTENTION: LEWIS MCDONALD W WA TER LINE BEARINGS AW BASED ON 11-9 L_ nA� c �,_ 19Ar. r11^ronck Armandn.Rfraaf n qfre� TELEPHONE (909) 975-3343 WS WATER SURFACE X 111, RN , '', "1 111[" loll"" A, M REVISION DESCRIPTION A101 BEING A SUBDIMSION OF A POR11ON OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 1 NOM, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. X 111, RN , '', "1 111[" loll"" A, M REVISION DESCRIPTION A101