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HomeMy WebLinkAbout2029-1UTILITY NOTIFICATION TELEPHONE: GENERAL TELEPHONE EXISTING UNDERGROUND STRUCTURES: LT 12 3D LT 1228 LT 1224 LT 1220 1228 t 1224 t 1220 S- THE EXISTENCE AND LOCATION OF THE ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. ITS SHALL BE THE' CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING THE UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THE DRAWINGS. HOLD HARMLESS AND IDENTIFICATION CLAUSE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAL ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL REQUIRED THE ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL. BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNITY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. R 9000 HELLMAN AVENUE 32 RANCHO CUCAMONGA, CA 91730 (714) 945-3562 30 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA. 92807 � (714) 999-5639 WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA. 91734 (213) 448-6183 SEWER: CITY OF FONTANA N + 00 8353 SIERRA AVENUE (q,�r �,A �`" FONTANA, CA. 92335 V) (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET L� O RIALTO, CA. 92376 (714) 820-5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. I � I FONTANA, CA. 92335 MR. LOU WESTFALL (714) 889-9711 SOUTHERN -.CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 (714) 529-2889 EXISTING UNDERGROUND STRUCTURES: LT 12 3D LT 1228 LT 1224 LT 1220 1228 t 1224 t 1220 S- THE EXISTENCE AND LOCATION OF THE ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. ITS SHALL BE THE' CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING THE UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THE DRAWINGS. HOLD HARMLESS AND IDENTIFICATION CLAUSE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAL ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL REQUIRED THE ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL. BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNITY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. R ERt � N°aN15 "w 7 EXISTING CURB & GUTTER EXISTING R/V ;��i L;' OL -AND R/W R/W 12' 2G' 18' 12' + TYPI CAL SECTION N.T.§. i OPE FR Nn- 32 30 a t � LL o CL vN ti., . .�, ......... �. _. x � N + 00 1 a (q,�r �,A �`" m W V) 0 a ui U_ W L� O o 0)0 N EXISTING R/W H I � I Uj W ERt � N°aN15 "w 7 EXISTING CURB & GUTTER EXISTING R/V ;��i L;' OL -AND R/W R/W 12' 2G' 18' 12' + TYPI CAL SECTION N.T.§. i OPE FR LT 1224 LT 1220 t 1228 t 1224 t 1220 •..:�:.. ,y1 r Y OLEANDER AVE, STA 10+00.56- � 62 062'06) itil CERES AVE. STA -10+51.86= R.66. -�3, FD 2X2 WITH NAIL I PER CITY TIES ESTI M ATE OF QUAN'T T! Mw* 0.5' 8" CURB & GUTTER 14 (a. L PCC SIDEWALK ? y 4' $Q AC PAVING �� (� 14 r 4 CONC. DRIVEWAY , 110. REVISIONS SCALE: 1 "=40' GPM CONSTRUCTION NOT S 1Q CONSTRUCT 8" CURB & GUTTER PER PITY OF FONTANA STD. 101. 20 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 105-A. 30 CONSTRUCT ONE RESIDENTIAL DRIVEWAY PER STD 102. . 4Q CONSTRUCT 4-1/2" A.C. OVER 12" COMPACTED NATIVE MATERIAL. Q SAW CUT TO NEAT STRAIGHT EDGE PER GENERAL NOTES. © CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. 104A :07 nYaaLAy r, I' APPROVALIDATE APPROVAL DATE 00F E SS/01v � 0/ t�� tj y_ V pF C A�11;0 BENCHMARK: BM# 67-8 TOP OF SOUTH SIDE RIM TEL. MH NW CORNER CERES & OLEANDER ELEVATION: 1230.82 VICINITY MAP N.T.S. , PROJECT SITE GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3. MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED TO 6" BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR, AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR, AT THE COMPLETION- OF PAVING. 4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER. 7. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC, SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 8. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 9.0 A LL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 10. ALL MATERIALS AND METHODS TO BE SUBJECT TO THS APPROVAL OF THE, CITY ENGINEER. 11. BACKFILL MATERIALS TO HAVE A S.E, OF 30 (MIN) AND A MIN COMPACTION OF 90x . 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 14. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY, 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEERING AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL OR REINSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 16. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 17. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 18, PROTECTIVE MEASURES SHELL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR )EBRIS TO BE DEPOSITED, ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRU TION. ANY MUD OR D BRIS ON,` PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND CON: TRUCTION OPERATIONS. 1 19. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 20. STERILANT REQUIRED UNDER. ALL AC PAVEMENT PAVEMENT NOTA.: 1. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE A; HIS/HER OWN DESCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVELENTS FOR THE VERIFICATION OF A PROPER PAVEMENT THICKNESS. �. pwizi;m = 4r �, �'tc�hl 5Howtl 4 .4pY-P= Vic- 'rUG IrV Aev �./4y Pie HERNANDEZ, KROONE & ASSOCIATES CITY OF FONTANA, CALIFORNIA -aiennins - o..ian - sur.evine_ % 435 Orange Show Lan.. Suite 203 PUBLIC WORKS DEPARTMENT Son Bernardino, ca sxaoa (716) 980-3322 I__..._.. _..�- o�-�j i. z4ou� RICHARD R. HERNANDEZ. R.:.E. 422'4'! DRAWN BY STREET PLAN SCAI_� V. M. CERES & OLEANDER f VE. I 1 1 "= 40' DESIGNED BY FROM 110' WEST OF OLEANDER AVE. ON CERES DAT R. H. TO 162' SOLIIL CERES ON OLEANDER AVE �O CH&CArlb BY A.PPROVED -- DRWG SHEET D TE / ,CITY ENGINEER 4. R.C.E. 1 of 1 Nn- 32 30 a t � o CL vN 0 0IIIA �I I` 0 W Z N (n _' W o 0)0 W LT 1224 LT 1220 t 1228 t 1224 t 1220 •..:�:.. ,y1 r Y OLEANDER AVE, STA 10+00.56- � 62 062'06) itil CERES AVE. STA -10+51.86= R.66. -�3, FD 2X2 WITH NAIL I PER CITY TIES ESTI M ATE OF QUAN'T T! Mw* 0.5' 8" CURB & GUTTER 14 (a. L PCC SIDEWALK ? y 4' $Q AC PAVING �� (� 14 r 4 CONC. DRIVEWAY , 110. REVISIONS SCALE: 1 "=40' GPM CONSTRUCTION NOT S 1Q CONSTRUCT 8" CURB & GUTTER PER PITY OF FONTANA STD. 101. 20 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 105-A. 30 CONSTRUCT ONE RESIDENTIAL DRIVEWAY PER STD 102. . 4Q CONSTRUCT 4-1/2" A.C. OVER 12" COMPACTED NATIVE MATERIAL. Q SAW CUT TO NEAT STRAIGHT EDGE PER GENERAL NOTES. © CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. 104A :07 nYaaLAy r, I' APPROVALIDATE APPROVAL DATE 00F E SS/01v � 0/ t�� tj y_ V pF C A�11;0 BENCHMARK: BM# 67-8 TOP OF SOUTH SIDE RIM TEL. MH NW CORNER CERES & OLEANDER ELEVATION: 1230.82 VICINITY MAP N.T.S. , PROJECT SITE GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3. MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED TO 6" BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR, AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR, AT THE COMPLETION- OF PAVING. 4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER. 7. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC, SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 8. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 9.0 A LL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 10. ALL MATERIALS AND METHODS TO BE SUBJECT TO THS APPROVAL OF THE, CITY ENGINEER. 11. BACKFILL MATERIALS TO HAVE A S.E, OF 30 (MIN) AND A MIN COMPACTION OF 90x . 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 14. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY, 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEERING AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL OR REINSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 16. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 17. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 18, PROTECTIVE MEASURES SHELL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR )EBRIS TO BE DEPOSITED, ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRU TION. ANY MUD OR D BRIS ON,` PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND CON: TRUCTION OPERATIONS. 1 19. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 20. STERILANT REQUIRED UNDER. ALL AC PAVEMENT PAVEMENT NOTA.: 1. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE A; HIS/HER OWN DESCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVELENTS FOR THE VERIFICATION OF A PROPER PAVEMENT THICKNESS. �. pwizi;m = 4r �, �'tc�hl 5Howtl 4 .4pY-P= Vic- 'rUG IrV Aev �./4y Pie HERNANDEZ, KROONE & ASSOCIATES CITY OF FONTANA, CALIFORNIA -aiennins - o..ian - sur.evine_ % 435 Orange Show Lan.. Suite 203 PUBLIC WORKS DEPARTMENT Son Bernardino, ca sxaoa (716) 980-3322 I__..._.. _..�- o�-�j i. z4ou� RICHARD R. HERNANDEZ. R.:.E. 422'4'! DRAWN BY STREET PLAN SCAI_� V. M. CERES & OLEANDER f VE. I 1 1 "= 40' DESIGNED BY FROM 110' WEST OF OLEANDER AVE. ON CERES DAT R. H. TO 162' SOLIIL CERES ON OLEANDER AVE �O CH&CArlb BY A.PPROVED -- DRWG SHEET D TE / ,CITY ENGINEER 4. R.C.E. 1 of 1