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Home My WebLink About1933-112001 GENERAL NOTES, I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS., GREENBOOK AND THE CITY OF FONTANA PUS'LIC WORKS DEPARTMENT. STANDARD SPECIFICATIONS IN EFFECT AS OF THE APPROVAL DATE :OF THESE PLANS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED BY THE CONTRACTOR FROM SOUTHERN PACIFIC RAILROADp CALTRANS, THE FONTANA PUBLIC WORKS DEPARTMENT AND COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT PRIOR TO A START OF ANY WORK WITHIN THE CITY LIMITS OR THE COUNTY OF SAN BERNARDINO. 3. ADEQUATE STAKES SHALL BE SET BY THE CITY ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE LOCATION AND GRADES AS SHOWN ON THESE PLANS. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES., WATER METERSI VALVES,, HYDRANTS, IRRIGATION STRUCTURES ETC., SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPRO - VED1# AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR., UNLESS OTHERWISE NOTED. 6. ALL STATIONING IS ALONG SEWER CENTERLINE. 7. ALL INSPECTIONS ARE TO BE CALLED FOR THROUGH THE CITY OF FONTANA AT LEAST "24" HOURS PRIOR TO THE START OF ANY WORK (714) 350-7610. 8. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY. 9. ALL UTILIT IES SHALL BE CONSTRUCTED., TESTED., APPROVED AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED TO BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 10'. THE CONTRACTOR SHALL SUBMIT ALL AS -BUILT INFORMATION TO ENGINEER OF RECORD. THE ENGINEER OF RECORD WILL REVISE RECORD DRAWINGS AS REQUIRED AND WILL SUBMIT THEM TO CITY FOR CITY ENGINEER'S, APPROVAL BEFORE CITY ACCEPTANCE OF THE IMPROVEMENT. 11. MATERIALS., INSTALLATION AND BACKFILL SHALL CONFORM TO THE STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION IN THE CITY OF FONTANA AND GREENBOOK. 12. EXISTING MANHOLES WHICH ARE TO BE ADJUSTED TO A NEW GRADE SHALL BE DONE WITH MATERIALS SIMILAR IN QUALITY TO THOSE IN THE ORIGINAL STRUCTURE. THE CONTRACTOR MAY RAISE MANHOLES TO, GRADE PRIOR TO PAVING BY THE USE OF METAL RINGS WHICH MEET WITH THE APPROVAL OF THE CITY ENGINEER. 13. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED IN THE SPECIFICATIONS OR ON THE PLANS OR FOUND DURING CONSTRUCTION1 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. MONUMENT REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH RCE NUMBER 33965 OR LOWER, OR A LICENSED LAND SURVEYOR ONLY. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ONE (1) WEEK PRIOR TO CONSTRUCTION SO THAT TIES -TO MONUMENTS CAN BE ESTABLISHED. NOTICE TO CONTRACTORS. THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. THE CONTRACTOR IS,REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR -STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTORtS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTI-NG WORK. THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECT*.. CITY OF FONTANA PACIFIC BELL ENGINEERING SERVICES DEPT. 3073 ADAMS ST. RM 120 8353 SIERRA AVENUE RIVERSIDE, CA 92509 FONTANA., CA 92335 (714) 359-2524 (714) 350-7610 SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS CO. 7951 REDWOOD AVENUE P.O. BOX 3003 FONTANA ., CA 92336 REDLANDS, CA 92373 (714) 357-6231 (714) 335-7769 (714) 335-7744 FONTANA WATER CO. FONTANA UNION'WATER CO. P.O. BOX 6010 16779 SPRING STREET EL MONTE., CA 91734 FONTANA, CA 92335 (818) 448-6138 (714) 8.22-9190 COMCAST CABLE T.V. 1265 WEST BROOKS ONTARIOI CA 91762 (714) 988-2999 (PG4 (714) 399-7969) UNDERGROUND ALERT 1-800-422-4133 EMENT OF PLANS FOR THE IMPROV SA.NITARY EWER s IN CYPRESS AVENUE IN THE CITY (:)F FONTANA BER FROM SAN NA'RDINO AVENUE TO VALLEY SEWER CONSTRUCTION NOTE&, 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE -PUBLIC WORKS DEPARTMENT. 2.. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800-42,2-4133. CONSTRUCTION 30 ALL EXCAVATION SHALL BE MADE., PROTECTED., AND SUPPORTED AS REQUIRED FOR SAFETY AND IN THE MANNER SET FORTH IN 'THE OPERATI S RULES RDERS A r) DPr-HIATTO C D1)C:Crr) T b NOTES BOULEVARD OUANTITIFA THE CALIFORNIA DI'VISION OF INDUSTRIAL SAFETY. 4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY- A SOILS 10, IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE GENERAL NOTES, I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS., GREENBOOK AND THE CITY OF FONTANA PUS'LIC WORKS DEPARTMENT. STANDARD SPECIFICATIONS IN EFFECT AS OF THE APPROVAL DATE :OF THESE PLANS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED BY THE CONTRACTOR FROM SOUTHERN PACIFIC RAILROADp CALTRANS, THE FONTANA PUBLIC WORKS DEPARTMENT AND COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT PRIOR TO A START OF ANY WORK WITHIN THE CITY LIMITS OR THE COUNTY OF SAN BERNARDINO. 3. ADEQUATE STAKES SHALL BE SET BY THE CITY ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE LOCATION AND GRADES AS SHOWN ON THESE PLANS. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES., WATER METERSI VALVES,, HYDRANTS, IRRIGATION STRUCTURES ETC., SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPRO - VED1# AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR., UNLESS OTHERWISE NOTED. 6. ALL STATIONING IS ALONG SEWER CENTERLINE. 7. ALL INSPECTIONS ARE TO BE CALLED FOR THROUGH THE CITY OF FONTANA AT LEAST "24" HOURS PRIOR TO THE START OF ANY WORK (714) 350-7610. 8. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY. 9. ALL UTILIT IES SHALL BE CONSTRUCTED., TESTED., APPROVED AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED TO BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 10'. THE CONTRACTOR SHALL SUBMIT ALL AS -BUILT INFORMATION TO ENGINEER OF RECORD. THE ENGINEER OF RECORD WILL REVISE RECORD DRAWINGS AS REQUIRED AND WILL SUBMIT THEM TO CITY FOR CITY ENGINEER'S, APPROVAL BEFORE CITY ACCEPTANCE OF THE IMPROVEMENT. 11. MATERIALS., INSTALLATION AND BACKFILL SHALL CONFORM TO THE STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION IN THE CITY OF FONTANA AND GREENBOOK. 12. EXISTING MANHOLES WHICH ARE TO BE ADJUSTED TO A NEW GRADE SHALL BE DONE WITH MATERIALS SIMILAR IN QUALITY TO THOSE IN THE ORIGINAL STRUCTURE. THE CONTRACTOR MAY RAISE MANHOLES TO, GRADE PRIOR TO PAVING BY THE USE OF METAL RINGS WHICH MEET WITH THE APPROVAL OF THE CITY ENGINEER. 13. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED IN THE SPECIFICATIONS OR ON THE PLANS OR FOUND DURING CONSTRUCTION1 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. MONUMENT REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH RCE NUMBER 33965 OR LOWER, OR A LICENSED LAND SURVEYOR ONLY. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ONE (1) WEEK PRIOR TO CONSTRUCTION SO THAT TIES -TO MONUMENTS CAN BE ESTABLISHED. NOTICE TO CONTRACTORS. THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. THE CONTRACTOR IS,REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR -STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTORtS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTI-NG WORK. THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECT*.. CITY OF FONTANA PACIFIC BELL ENGINEERING SERVICES DEPT. 3073 ADAMS ST. RM 120 8353 SIERRA AVENUE RIVERSIDE, CA 92509 FONTANA., CA 92335 (714) 359-2524 (714) 350-7610 SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS CO. 7951 REDWOOD AVENUE P.O. BOX 3003 FONTANA ., CA 92336 REDLANDS, CA 92373 (714) 357-6231 (714) 335-7769 (714) 335-7744 FONTANA WATER CO. FONTANA UNION'WATER CO. P.O. BOX 6010 16779 SPRING STREET EL MONTE., CA 91734 FONTANA, CA 92335 (818) 448-6138 (714) 8.22-9190 COMCAST CABLE T.V. 1265 WEST BROOKS ONTARIOI CA 91762 (714) 988-2999 (PG4 (714) 399-7969) UNDERGROUND ALERT 1-800-422-4133 EMENT OF PLANS FOR THE IMPROV SA.NITARY EWER s IN CYPRESS AVENUE IN THE CITY (:)F FONTANA BER FROM SAN NA'RDINO AVENUE TO VALLEY SEWER CONSTRUCTION NOTE&, 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE -PUBLIC WORKS DEPARTMENT. 2.. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800-42,2-4133. CONSTRUCTION 30 ALL EXCAVATION SHALL BE MADE., PROTECTED., AND SUPPORTED AS REQUIRED FOR SAFETY AND IN THE MANNER SET FORTH IN 'THE OPERATI S RULES RDERS A r) DPr-HIATTO C D1)C:Crr) T b NOTES BOULEVARD OUANTITIFA THE CALIFORNIA DI'VISION OF INDUSTRIAL SAFETY. 4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY- A SOILS 10, IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE ENGINEER AND APPROVED BY THE CITY ENGINEER. OR DESIGNER NOTIFIED OF SUCH DEFICIENCIES. TRENCH FAILURES SHALL BE 2411 VCP SEWER EXTRA STRENGTH PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT. SHEET DESCRIPTION 5. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF NOT USED POWER POLE 1 EXCAVATION. A MINIMUM 2 -INCH THICKNESS OF TEMPORARY SHEET STANDARD PRE -CAST M.H. (SEE SHT. 2) 7 EA. INDEX, VICINITYMAP ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA 11* BEDDING MATERIAL SHALL BE SANDA GRAVEL., CRUSHED SEWER SERVICE. UNTIL PERMANENT REPAIR IS COMPLETED. THE TEMPORARY 2 DIVERSION MANHOLE B-1 (SEE SHT. 2) 1 EA. HAVING A SAND EQUIVALENT OF NOT LESS THAN 30,s AND SHALL PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS STREET LIGHT HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS- TO 3 TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PERMITTEE 00. 00 SAWCUT REMOVE AND REPLACE EXISTING A.C. CENTERLINE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND PAVEMENT. 4 1/21'A'..C. MINIMUM ON CYPRESS STA. 19 + 00.00 - STA. 29 + 00.00 SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE6 TRENCH LIMITS�, AVENUE AND 5 1/210 A.C. MINIMUM ON CROSSING 6.: PRIOR TO PLACEMENT OF PERMANENT PAVING EXISTING PAVEMENT STA. 29 + 00.00 - STA. 36 + OF SAN BERNARDINO AVENUE AND ON CROSSING OF VALLEY BOULEVARD THE ENGINEER. SHALL BE SAW CUT TO A NEAT STRAIGHT* LINE. PAVEMENT FIRE -HYDRANT F H'f CRACKED ADJACENT TO THE TRENCH SHALL BE SAW CU.T AND A.C. PAVING STORM DRAIN S.D. REMOVED. POWER POLE' P.P. 7. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE SAWCUT AND REMOVE A.C. PAVEMENT BEING OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT INSTALL 411 SEWER LATERAL 17 EA. EMULSION. NOTE: ADDITIONAL BID ITEMS IN SPECIFICATIONS. 8. TRENCHES OF 300 FEET OR MORE TO BE PAVED WITH A SELF- PROPELLED PAVING MACHINE. 9. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS WHERE THE TRENCH EXTENDS FROM THE CURB MORE THAN, 7 FEET OR IS IN A TRAVELED LANE,. WILL REQUIRE AN OVERLAY 25 FEET IN BOTH DIRECTIONS. FROM THE CENfERLINE OF TRENCH* OVERLAYS S All R F7 P A V P r) W T T A C V I C 0 mVF"1_1_"u r VIN MACHINE. DRAWING INDEX 10, IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE NOTIFIED OF SUCH DEFICIENCIES. TRENCH FAILURES SHALL BE REMEDIED., REMOVED., AND REPLACED AT CONTRACTOR'S SOLE SHEET DESCRIPTION EXPENSE AND TO THE SATISFACTION OF THE CITY ENGINEER. POWER POLE 1 TITLE SHEET, GENERAL NOTES, SHEET INDEX, VICINITYMAP Do," 11* BEDDING MATERIAL SHALL BE SANDA GRAVEL., CRUSHED SEWER SERVICE. AGGREGATE., OR NATIVE FREE -DRAINING GRANULAR MATERIAL 2 DETAILS TREE HAVING A SAND EQUIVALENT OF NOT LESS THAN 30,s AND SHALL STREET LIGHT HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS- TO 3 STA. 10 + 00.60 - STA. 19 + 00. 00 THE FOLLOWING GRADING: CENTERLINE 4 STA. 19 + 00.00 - STA. 29 + 00.00 120 INTERRUPTtON OR DIVERSION OF SEWAGE FLOWS TO FACILITATE TRENCH LIMITS�, MANHOLE CONSTRUCTION OR MODIFICATION MUST BE APPROVED BY 5 STA. 29 + 00.00 - STA. 36 + 28.00 THE ENGINEER. 90-100 NO. 4 . . . . . . . . . . . . 35-100 13. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' PAST EDGE OF PAVEMENT OR BACK OF CURB WITH A PLUG, ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 14. CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF AS -BUILT C NDITIONS INCI UDTN)r, I rATTnNjq ANM Pf F:VATTn q AT THP i=t6r) OF HOUSE LATERALS. .15. CONTRACTOR SH�LL ADJUST ALL MANHOLE RIMS TO FI-NSIHED GRADE ELEVATION. NO SEPARATE PAYMENT WILL BE MADE. A WARNING: EXISTING PAVEMENT ACROSS VALLEY BOULEVARD MAY BE ENGINEER9S STATEMENT UNDERLAID BY CONCRETE. CONTRACROR SHALL VERIFY PRIOR TO CONSTRUCTION. LEGE-N-1) SAN SEWER -WATERLINE GAS LINE tELEPHONE POWER POLE GATE VALVE HYDRANT Do," SEWER SERVICE. WATER SERVICIE- GAS SERVICE TREE 10, STREET LIGHT RIGHT-OF-WAY CENTERLINE PROPERTY LINE". TRENCH LIMITS�, FIRE -HYDRANT F H'f MANHOLE M.H. STORM DRAIN S.D. POWER POLE' P.P. CABLE CAB;., - TELEPHONE TEL. ELECTRIC ELEC. SHEE 51MET INDEX MAP & VICINITY MAP-' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR okOFESS K j ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK 'HEREON. < <,� IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION1 THE PRIVATE ENGINEER SHALL BE RESPONSIqLE FOR DETERMINING AN U. rn 0 z ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY No. 041654 rn 'THE C I TY. Exp. THE PRIVATE ENGINEER IS NOT RESPONSIBLE FOR ANY CHANGES MADE Ivi DURING THE CONSTRUCTION PHASE WITHOUT PRIOR APPROVAL FROM OF CAO THE�RRIVATE ENGINEER. APPED RIEC.ORC) -DA-rAll I CITY OF FONTANA, ABErNCHMARK CALIFORNIA ENGIN,EERS & PLANNERS HOLE ON TOP OF SOUTHEAST HEADWALL PUBLIC WORKS." DEPARTMr..NT AT CYPRESS AVENUE AND VALLEY 10920 Via Frontera PO. Box 28100 San Diego, CA 92128-0100 (619) 485-1500 BOULEVARD. ELEVATION: 1115.80 Drawn By: Scale . : Approved: E. J. G. CYPRESS AVENUE SEWER ;NO SCALE ,PK NAIL IN 'POWER POLE NUMBER DesIgned By FROM SAN BERNARDINO AVENUE Dots 202401 AT. NORTHWEST CORNER OF A (16,. /"0 7 ca"' NZSCA CYPRESS AVENUE AND' SAN BERNARDINO 41654 E.S.W. , R.T St TO VALLEY BOULEVARD Frede Chocked By s PATE CITY D . ATE I AVENUE, ELEV4TION: 11486,46 ENGR ) 1 IAL r i J. Spoor R. C. E. Date 2 a--eeteek� -7 9 - 9 T_ Dw9 No. .REVISIONS APProved ja��- 1APPROVAL APPROVAL F.M./YP lz�� - CITY ENGINEER R.C. E. 25/9 (6 E 9-020-001 r_ V, T"� u i.-_ L fri 0 n Lj n E I f V %of 6 &--- f C_ I f I , - . . , ,