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Home My WebLink About5716-1GENERAL 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. 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. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. 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. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. 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. 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 12A. ALL REINFORCED CONCRETE SHALL BE 3,250 PSI, AT 28 DAYS, PORTLAND CEMENT TYPE IV. 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. 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 SAFETY. 15. 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. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. 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. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 19. 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. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. 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. 22. 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. 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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. 26. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 30. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP STORM DRAIN PIPE IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=5000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND Fc=6000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. NOTE: 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. 91761 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: JOHNNY MURAD UTILITY CONTACTS 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 DIGII,vtR, DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE: 811 WWW.DIGALERT.ORG A PUBLIC SERVICE =ALERT UNDERGROUND SERVICE BASIS OF BEARINGS: BENCHMARK: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, THE BENCHMARK FOR THIS NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL PROJECT IS BASED ON THE POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) NATIONAL GEODETIC SURVEY (NGS) EWPP AND RTHS BEING S 84° 19'29.60" E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY VERTICAL CONTROL NETWORK. THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), BENCHMARK NUMBER PID EV9267 RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED DESIGNATION OF -628, ELEVATION BY MULTIPLYING A COMBINATION FACTOR OF 0.99995585. 1006.35' (NAVD88). 10111_=[8mik 0 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 REVISION DESCRIPTION 4k IT _Nby M4 P Im FmAd F A00 1 IL STORM DRAIN CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. e /s« d FUTURE DEVELOPMENT SD MH##1 DATE I ENGR. I CITY I DATE SHEET INDEX MAP SCALE: 1"=100' 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. � Q�OFESS/Q�q� NO. 67512 EXPIRATION 6-30-2019 *T CIVIL 9TF OF CWE�� SHEET INDEX SHT NO. QUANTITIES D7 INSTALL 18" RCP (D -LOAD AS SHOWN ON PLANS)............................................................................... 80 LF D9 INSTALL 24" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS)............................................................. 174 LF D,0 INSTALL 30" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) .................................. I.......................... 39 LF D14 INSTALL 48" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS)............................................................ 696 LF X27 CONSTRUCT 6'X2' RCB PER SPPWC STD. 390-1 (MODIFIED TO CAST -IN-PLACE) ........................................ 89 LF STD ......... AND USE A 6'X3'X7" STRUCTURAL CALCS AND SPECS. SEW .... ;..... SEWER D48 INSTALL 36" CMP INLET PER DETAIL ON SHEET 4............................................................................... 1 EA D50 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004 DWG ......... DRAWING EXIST.......... (WIDTH & V -DEPTH PER PLAN)....................................................................................................... 3 EA D51 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN CASE I PER SPPWC STD. UT ......... UTILITY MH ......... PLAN 314-3, Y=3.5', SEE DETAIL ON SHEET 4................................................................................... 1 EA D58 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012............................................................... 1 EA D60 CONSTRUCT JUNCTION PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3009 ............................................ 1 EA D61 CONSTRUCT JUNCTION PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3010 ............................................ 2 EA D64 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3011 ............................................. 2 EA os7 CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER SPPWC STD. PLAN 342-2 EXISTING ELECTRICAL _..... _ ___ .. _ _ EASEMENT SEEDETAIL ON SHEET 4............................................................................................................... 2 EA D68 CONSTRUCT CONCRETE COLLAR FOR RCP PER FONTANA STD. PLAN 3022 ................................................ 1 EA D70 CONSTRUCT PIPE BRICK AND MORTAR PLUG PER DETAIL ON SHEET 4 ...................................................... 2 EA D82 REMOVE EXIST. CONCRETE HEADWALL............................................................................................... 1 EA D83 REMOVE PORTION OF EXISTING RCP (LIMITS AS INDICATED ON PLAN) ....................................................... 39 LF D84 INSTALL END CAP TO EXISTING STORM DRAIN..................................................................................... 1 EA Di26 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED .......................................... 3 EA 0 SAWCUT AND REMOVE EXISTING AC/AB, LIMITS AND TRENCH PER CITY OF FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN...................................................................... 2,570 SF D132 REMOVE EXISTING AC BERM & SOIL MATERIAL AND REPLACE IN KIND WITH TRENCH PER CITY OF FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN ........................................... 280 SF D13s CONSTRUCT CONCRETE BLANKET PROTECTION PER SPPWC STD. PLAN225-2 ON SHEET 4.............................................................................................................. 6 EA e /s« d FUTURE DEVELOPMENT SD MH##1 DATE I ENGR. I CITY I DATE SHEET INDEX MAP SCALE: 1"=100' 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. � Q�OFESS/Q�q� NO. 67512 EXPIRATION 6-30-2019 *T CIVIL 9TF OF CWE�� SHEET INDEX SHT NO. DESCRIPTION 1 TITLE SHEET 2 LIVE OAK AVE. STORM DRAIN PLAN AND PROFILE 3 JURUPA AVE. STORM DRAIN PLAN 4 STANDARD DETAILS 5 STANDARD DETAILS LEGEND - - EXISTING R/W - - PROPOSED R/W LOT LINE - CENTER LINE AK FIRE HYDRANT ......... PROPERTY LINE R/W .......... RIGHT OF WAY C ......... CENTERLINE BOT. ....... BOTTOM SD ....... STORM DRAIN SMH ......... SEWER MANHOLE STD ......... STANDARD SEW .... ;..... SEWER TYP........... TYPICAL IMP........... IMPROVEMENT P.I.P.......... PROTECT IN PLACE DWG ......... DRAWING EXIST.......... EXISTING RW .......... RECYCLED WATER INV ......... INVERT OF PIPE UT ......... UTILITY MH ......... MANHOLE SPPWC......... STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROPOSED STORM DRAIN - -- ---- - EXISTING SEWER - - - W- - --- EXISTING WATER ____-- --- EXISTING RECYCLED WATER EXISTING STORM DRAIN -� EXISTING GAS --- EXISTING TELEPHONE EXISTING ELECTRICAL _..... _ ___ .. _ _ EASEMENT TRENCH REPAIR UNAUTHORIZED CHANGES AND USES NOTESm CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 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 CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO 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, INDEMNIFY 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 DESIGN PROFESSIONAL. PRIVATE ENGINEER'S NOTICE TOCONTRACTORS 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 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO 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. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 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". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 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 ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ELPC17-00045 / TPM#17-001 / DRP#17-004 lul Amw y IARS I Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: 3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 R. P. TITLE SHEET AS SHOWN A PREPARED UNDER THE SUPERVISION OF: JOHNNY M U RAD 6.7512 . . i. 018 �CHECKED Y: `PPR# D • ,. - i - 11 -../ EXPIRES D.CITYENGINEER DATE: •