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Home My WebLink About5714-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. 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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. .BENCH MARK: p THE BENCHMARK FOR THIS PROJECT IS BASED ON THE O NATIONAL GEODETIC SURVEY (NGS) VERTICAL CONTROL NETWORK. BENCHMARK NUMBER PID EV9267 DESIGNATION OF -628, ELEVATION 1006.35' (NAVD88). BASIS OF BEARING: DIAL TWO WORKING BEFORE DAYS BEFORE SEE TITLE SHEET YOU DIG YOU DIG ABBREVIATIONS VC ....................... VERTICAL CURVE TP ....................... TOP OF PAVEMENT TC ....................... TOP OF CURB EL ......................... ELEVATION FL ......................... FLOWLINE FG ....................... FINISH GRADE FS ....................... FINISH SURFACE CF ....................... CURB FACE GB ....................... GRADE BREAK HP ....................... HIGH POINT INV ....................... INVERT ELEVATION TG ....................... TOP OF GRATE CB ....................... CATCH BASIN RD ....................... ROOF DRAIN LD ......................... LOCAL DEPRESSION EP ........................... EDGE OF PAVEMENT COTG .............. CLEANOUT TOP OF GRATE SMH...................... SEWER MANHOLE R ......_._._...._.._....... RIDGE LINE P. I. P. ............... PROTECT IN PLACE CL ......................... CENTERLINE DWY.................... DRIVEWAY C&G.................... CURB AND GUTTER TB .................... TOP OF BERM TC................. TOP OF CURB TW .................... TOP OF WALL FL .................... FLOWLIN E EP .................... EDGE OF PAVEMENT FS .................... FINISHED SURFACE EG .................... EXISTING GROUND TG .................... TOP OF GRATE INV .................. INVERT GB .................... GRADE BREAK R RIDGE LINE CB .................... CATCH BASIN PP .................... POWER POLE TOLL FREE -qqmmmp'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LEGEND RIGHT OF WAY LOT LINE EASEMENT EXISTING SEWER EXISTING WATER EXISTING ELECTRICAL EXISTING GAS UTILITY PROVIDERS ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6203 WATER FONTANA WATER CO. 15966 ARROW ROUTE FONTANA, CALIFORNIA 92335 (909) 822-2201 GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (800) 427-2200 AT&T 3939 E CORONADO STREET ANAHEIM, CA 92807 (714) 237-6155 SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 CABLE SPECTRUM 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (800) 892-2253 m REVISION DESCRIPTION 1. wmll 1,1149 EM44IN411 i V .12fliMl. EIN�INYO- STREET CONSTRUCTION NOTES QUANTITIES (D CONSTRUCT 8" CONCRETE CURB AND 18" GUTTER PER CITY OF FONTANA STD. NO. 1000 . .......................... .1,160 LF Q CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 ............................................ .7,140 SF (E6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 ....................................................... 2 EA D CONSTRUCT BUS TURNOUT PER CITY OF FONTANA STD. NO. 1005 ........................................................ 1 EA *0 CONSTRUCT 5" PCC CONCRETE PAVEMENT............................................................................... 42 SF *0 CONSTRUCT 5.5" MIN. AC PAVEMENT OVER 12" MIN 95% COMPACTED 1 EA 73 NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400. ....; ................ ; ..................................... 33,035 SF *8 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN. 95% COMPACTED 1 EA 7s NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 ................... .................................... .....13,036 SF 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002 . ............................................ .2 EA 16 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002 (MODIFIED) SEE SHEET 2 . ................... . 1 EA 2a COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING ................................ 6,616 SF 22 0 CONSTRUCT 8" MOUNTABLE CONCRETE CURB & GUTTER PER SPPWC STD 121-2 TYPE B2-(8) ON SHT 5 . ........... . 30 LF 28 ADJUST GATE VALVE COVER TO GRADE PER CITY OF FONTANA STD. NO. 6000 ........................................... 1 LS 2s ADJUST MANHOLE RIM TO GRADE PER CITY OF FONTANA STD. NO. 2000 ................................................. 1 EA 44 INSTALL 3" PVC (SCH. 40) TRAFFIC SIGNAL SLEEVE.................................................................. 192 LF 4s CONSTRUCT 4" AC LOCAL DEPRESSION PER DETAIL ON SHEET 4 ......................................................... 1 EA 5o CONSTRUCT LOCAL DEPRESSION FOR CURB INLET STRUCTURE PER CITY OF FONTANA ) STD. NO. 3003 (CASE AND DETAIL AS INDICATED ON SHEET 2) ......................................................... 4 EA so PROTECT IN PLACE (ITEM AS INDICATED ON PLAN)....................................................................... - - 1oa RIGHT OF ENTRY PERMISSION REQUIRED PRIOR TO START OF CONSTRUCTION ............................................ - - THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. * THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL SECTIONS AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF R -VALUE TESTS. OWNER/DEVELOPER IDI GAZELEY C/O IDIG LIVE OAK, LLC 8 CORPORATE PARK, SUITE 300-34 IRVINE, CA 92606 PH: (949) 351-7243 CONTACT: STEVE HOLLIS CIVIL ENGINEER HUITT-ZOLLARS, INC 3990 CONCOURS, #330 ONTARIO, CA 91764 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: JOHNNY MURAD BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) EWPP AND RTHS BEING S 84' 19'29.60" E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING A COMBINATION FACTOR OF 0.99995585. DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION 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 STANDARDS IN EFFECT. oQRp Ess/ a SS/ONg MU�,9 FZ 1 O m NO. 675 2 EXPIRATION 6-30-2019 *t9r CIVIC ��\* OF CpOEo -o LIVE OAK AVE SHEET 4 � w ' Q. w � SHEET INDEX MAP SCALE. 1"=200' SHEETINDEX REMOVAL NOTES DESCRIPTION 1 so SAWCUT AND REMOVE EXISTING AC PAVING......................................................................... 17,200 SF 61 SAWCUT AND REMOVE CONFLICTING PORTION OF EXISTING PCC CURB & GUTTER ......................................... 30 LF 63 REMOVE EXISTING AC CURB............................................................................................ 126 LF G REMOVE EXISTING CONCRETE HEADWALL.................................................................................. 1 EA 72 REMOVE CATV PEDESTAL PER DRY UTIL PLANS........................................................................... 1 EA 73 REMOVE EXISTING BRICK COLUMN PILLAR ............................................................................. .6 EA 76 REMOVE & SALVAGE EXISTING SIGN AND POST ........................................................................... 1 EA 7s RELOCATE EXIST. MAILBOX PER USPS STANDARDS........................................................................ 1 EA s3RELOCATE EXISTING PULLBOX............................................................................................. 1 EA s4 EXIST. JURUPA OVERHEAD LINES TO BE UNDERGROUNDED & POLES REMOVED BY SCE ................................... 3 EA $5 RELOCATE EXISTING WATER METER BY OTHERS........................................................................... 3 EA s7 REMOVE EXISTING GUY POLE (COORDINATE W/SCE)................................................................... 1 EA s2 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE ............................... 4 EA 93 REMOVE CONFLICTING PORTION OF EXISTING WALL TO STREET RIGHT OF WAY ............................................ - - s6 SAWCUT & REMOVE CONFLICTING PORTION OF EXISTING DRIVEWAY .................................................... 282 SF 97 RELOCATE EXISTING WATER RISER (BLOW -OFF) .............. ...............................................................1 DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL EA THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. * THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL SECTIONS AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF R -VALUE TESTS. OWNER/DEVELOPER IDI GAZELEY C/O IDIG LIVE OAK, LLC 8 CORPORATE PARK, SUITE 300-34 IRVINE, CA 92606 PH: (949) 351-7243 CONTACT: STEVE HOLLIS CIVIL ENGINEER HUITT-ZOLLARS, INC 3990 CONCOURS, #330 ONTARIO, CA 91764 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: JOHNNY MURAD BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) EWPP AND RTHS BEING S 84' 19'29.60" E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING A COMBINATION FACTOR OF 0.99995585. DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION 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 STANDARDS IN EFFECT. oQRp Ess/ a SS/ONg MU�,9 FZ 1 O m NO. 675 2 EXPIRATION 6-30-2019 *t9r CIVIC ��\* OF CpOEo -o LIVE OAK AVE SHEET 4 � w ' Q. w � SHEET INDEX MAP SCALE. 1"=200' SHEETINDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3-4 STREET IMPROVEMENT PLANS AND PROFILES 5 DETAILES UNAUTHORIZED CHANGES AND USES NOTES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CITY ENGINEER FOR REVIEW. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DRAWN BY: PARCEL. MAP 19834 CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 1 E COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF J'URUPA AVENUE �[ LIVE OAK AVENUE HEET.CO S, R TION NOTES & QUANTITY ESTIMATE o THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT DESIGNED BY: M.G. DATE: 06 /2018 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CHECKED BY: J M _: 00 CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN 1 PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH N THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE o NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR o KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE 0 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. 3 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO 0 ry THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. w DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL bi RELATIONS' "CONSTRUCTION SAFETY ORDERS". ) _3 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" ° OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". a c CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Z7 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY o 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 ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. _ o CITY OF FONTANAt CALIFORNIA 37REIE7 pLaH Q Hunt-ZollaC'S, Inc. Ontario DRAWN BY: PARCEL. MAP 19834 SCALE: 1 3990 CONCOURS, SUITE 330 *ONTARIO, CALIFORNIA 91764 * (909) 941-7799 HZ STAFF J'URUPA AVENUE �[ LIVE OAK AVENUE HEET.CO S, R TION NOTES & QUANTITY ESTIMATE AS SHOWN o 0 C. DESIGNED BY: M.G. DATE: 06 /2018 PREPARED UNDER THE SUPERVISION OF: JOHNNY M U RAD i 67512 6-30-19 CD'O.-� o ZS i8 CHECKED BY: J M _: APPRO D B 3 , 7'1_ DWG. NO.: 1 0 EXPIRES DATE CV ENGINEER R.C.E. 51152 DATE: 5714 _