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Home My WebLink About3792-11. 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 OTHFRMSE 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 REQUIREMENT S. 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 SERWCE 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 T14EIR FACILITIES. D. AS -BUILT ORAKqNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, 10EN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS 77 -IAT 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 F11,41SH TO MATCH EXISTING CONCRETE. 12A, ALL REINFORCED CONCRETE -SHALL BE 3,250 PSL AT 28 DAYS, PORTLAND CEMENT TYPE IV 13, NO CONCRETE SHALL BE PLACED UNTIL T14E 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 77 -IE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY, 15. THE CON'TRACTOR SHALL OBTAIN A PLRMIT 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, I& 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 METI-IODS ARE SUBJECT TO THE APPROVAL OF 77-1E 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 PRESF-RVA77ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 22. CARE SHOULD BE TAKEN TO PREVENT GRADE -3, 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, A40NUMENT TIES OR BENCH MARKS WITHOUT PRIOR NO TIFICA TION 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 RIG14T 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. JO, THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "WA.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 S/qALL 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 MTHOUT 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. THECONCRETE 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 DU1RA77ON OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. A PUBLIC �SERMCE BY PUBUC ,UNDERGROUNOSMER'Ag ALERI BASIS OF BEARINGS THE BASIS OF BEARINGS FOR IHS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS STA11ON 20377 FILED IN BOOK 004-015 PAGE 001548 ON FILE IQ IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS STAT10N 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE OF SAID COUNTY SURVEYOR. IS TRANSITION .STRUCTURE TC TOP OF CURB EL ELEVATION FL FLOKI-INE FG FINISH GRADE FS FINISH SURFACE CF CURR FACE GO GRADE BREAK HP HIGH POINT INV INVERT FLEVA77ON TO TOP OF GRA TE CR CATCH BASIN JS JUNCTION STRUCTURE SMH SEVVER MANHOLE CMP CORRUGATED METAL PIPE MH MANHOLE TP TOP OF PAVEMENT GA GAUGE GALV. GAL VANIZEO CONN, CONNECT CSP CORRUGATED STEEL PIPE WS EL WATER SURFACE ELEVATION CA GAUGE GALV, GALVANIZED CONN. CONNECT CL PLANS). ........... 1243 CENTERLINE S SEWER W WA TF - R 51111i'll : 11 ...... . . .... .. .... CONSTRUCTION NOTES & QUANTITY ESTIMATES SOUTHERN CALIFORNIA 0150N GO. 4025 LA PALMA 57REET QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS MUST PREPARE OF SYMBOLSX27 UNDERGROUND (909) 357-6233 THE -IR OWN QUAN77TIES AND BID A COMPLETE JOB. DESCRfPT70N SEWER EXISTING PROPOSED NOTES: 1. ALL STORM D RAIN QUANTITIES SHObNON PLANS ARE BASED ON HORIZONTAL PROJECTION. 4 EA GAS IT IS THE RESPONS1131LITY OF THE CONTRACTOR TO DETERMINE TRUE LENGTHS OF PIPE. SOUTHERN CALIFORNIA EDISON CO. FONTANA, CA 92.335 2. CONTRACTOR TO ADJUST ALL MANHOLE RIMS AND VALVE COVERS TO GRADE AFTER FINAL CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2 ATTN. CARLOS NAVARRO PAV7NG HAS BEEN INSTALLED. EMERGENCIES. (800) 427-2200 ADELPHIA CABLE CENTERLINE CONSTRUCTION NOTES ONTARIO, CA 91761 33366 (909) 390-4738 WEST VALLEY WATER DISTRICT (WIDTH & V -DEPTH PER PLAN) .... .................... ................ 0 INSTALL 18" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) .......... .220 LF 09 INSTALL 24"' RCP (D -LOAD AND PROFILFE AS SHOWN ON PLANS). ........... 1243 LF INSTALL 30" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS)., . - - . - . ............. ...... ...... __ 411 LF INSTALL. 36- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS). ................. ....... ............. 760 LF (92 INSTALL 42- RCP (D -LOAD AND PR,OFILE AS SHOWN ON PLAWS), ...... ...... ...... ....... . 1703 LF - @4 INSTALL 48- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ....... ...... ......... ...... ....... 67 LF 05 INSTALL 54"' RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS). . . ....... .2718 LF (9 INSTALL 60- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ...... ........ ...........141 LF 0 INSTALL 66- RCP (O -WAD AND PROFILE AS SHOWN ON PLANS)_ ...... .995 LF T1s nis INSTALL 722- RCP (D -LOAD ANIS PROFILE AS SHOWN ON PLANS ) 2102 LF Commu-m CAxff-xA or Cov" En ineers Land Surve ors CONSTRUCTION CONTRACTOR AGREES T14AT IN ACCORDANCE WTH GENERALLY ACCEPTED CONSTRUC77ON PRACTICES CONSTRUCTION CONTRACTOR WILL 6E REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING 774E COURSE OF CONSTRUG77ON OF' 774E PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMFENT 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 PROFESSIONAI AND IIIE aTY HARMLESS FROM ANY AND ALL LIABILITY; REAL OR ALLEGE) IN CONNEC770M WTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNONCEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LITIES 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 OPF-RA77ONS 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 M77q THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE C114L ENGINEER S14ALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE KITH 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. UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUT14ORIZED CHANCES TO OR USES OF THESE PLANS. NWARK ELEV. 1077.40 LOCA110N: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT, 500' SOUTH OF SLOVER AVENUE, m lmmEffim�� SHEET INDEX MAP SCALE. 1 "=500' UTILITY CONTACTS ELEMICITY PACIFIC BELL SOUTHERN CALIFORNIA 0150N GO. 4025 LA PALMA 57REET 300 N. PEPPER A VE. ANAHEIM, CA 92807 LEGEND OF SYMBOLSX27 UNDERGROUND (909) 357-6233 ATTN: DEL IA LFERMA INSTALL 39- RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ......... 38 LF DESCRfPT70N SEWER EXISTING PROPOSED DESIGNED BY:7 S CONSTRUCT CMP INLET ICER DETAIL ON SHF -ET I . ...... 4 EA GAS P. 0. BOX 518 SOUTHERN CALIFORNIA EDISON CO. FONTANA, CA 92.335 1981 LUGONIA AVE. (909) 350-6632 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2 ATTN. CARLOS NAVARRO W LINEDo EMERGENCIES. (800) 427-2200 ADELPHIA CABLE CENTERLINE WA TER ONTARIO, CA 91761 33366 (909) 390-4738 WEST VALLEY WATER DISTRICT (WIDTH & V -DEPTH PER PLAN) .... .................... ................ 9 EA -SEWER LINE RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 Q7 CONSTRUCT MANHOLE PIPE TO PIPE PER AIWA STD, PLAN 320-1 . ............... ............. ...... 20 EA GAS LINE D CONSTRUCT MANHOL-E PIPE TO PIPE PER APWA STD, PLAN 3,21-1 - ........ ...... 3 EA WA TER LINEOM TELF-PHONE LINE- D09 CONSTRUCT MANHOLE PIPE TO PIPE PFER ARBA STD. PLAN X22-1 . ............ ....... .......... 13 EA TOR 77', 7_-1,7:'1�17 SM DRAIN WATER VALVA.: 61 S CONSTRUCT JUNCTION PIPE' TO PIPE PER APWA ST`0. PLAN 331-2.. ............ ............... 11 CA REDUCER ......... JUNCTION PIPE TO PIPE PER APPA STD, PLAN 332- 1. . ....................... ......... 6 EA THRUST BLOCKCONSTRUCT __7CATCH BASIN CONSTRUCT CONCRETE COLLAR FOR RCP PER APWA STD. PLAN .369-2 ........ ............... ........ 6 EA MANHOLE (D 41"111"""�� AIR RELIEF VAL.�ff_ IS CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1 ............... ....... ............... 34 EA 13LOWOFF VALVE JOIN EXISTING PIPE. .............. ...... ........ 7 EA FIRE HYDRANT ) (DIW IIF MOVE EXISTING MANHOLE STRUCTURE............. ... ..... ............. ....... 1 EA STREET LIGHT STORM DRAIN MANHOLE--- E2)6 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED__ ... ...... ............. 35 EA POWER POLE ---- --- --METERE 27 RAISE EXISTING ELECTRICAL CONDUITS TO CLEAR PROPOSED STORM DRAIN .......... ....... ........ ...... 1 E'A FENCE TRAFFIC SIGNAL PROTECT EXISTING UTILITY' IN PLACE (TYPE AS INDICATED ON PLANS)_ .... .......... 4 EA DIRECTfON OF DRAINAGE _Ik- REMOVE EXISTING CATCH BASIN. ............. ........ .......... I EA - - - - - - - - - - - CONSTRUCT LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS ....... ........ 9 EA NOTES CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONS161UTY FOR THE1087 REMOVE EXISTING PIPE' PLUG. ..................... ... ...... .......... 3 EA CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF 71 -IE CITY INSPECTOR, 77-4E REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 639 REMOVE PORTIONS OF EXISTING PIPE (LENGTH AS INDICATED ON PLANS)_, . .................. 47 L.F TO THE CITY ENGINEER FOR REVIEW. @ REMOVE EXISTING CMP INLET ..... .......... ...... ...... ............ __ ........................ ........... 4 EA Commu-m CAxff-xA or Cov" En ineers Land Surve ors CONSTRUCTION CONTRACTOR AGREES T14AT IN ACCORDANCE WTH GENERALLY ACCEPTED CONSTRUC77ON PRACTICES CONSTRUCTION CONTRACTOR WILL 6E REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING 774E COURSE OF CONSTRUG77ON OF' 774E PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMFENT 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 PROFESSIONAI AND IIIE aTY HARMLESS FROM ANY AND ALL LIABILITY; REAL OR ALLEGE) IN CONNEC770M WTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNONCEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LITIES 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 OPF-RA77ONS 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 M77q THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE C114L ENGINEER S14ALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE KITH 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. UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUT14ORIZED CHANCES TO OR USES OF THESE PLANS. NWARK ELEV. 1077.40 LOCA110N: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT, 500' SOUTH OF SLOVER AVENUE, m lmmEffim�� SHEET INDEX MAP SCALE. 1 "=500' UTILITY CONTACTS ELEMICITY PACIFIC BELL SOUTHERN CALIFORNIA 0150N GO. 4025 LA PALMA 57REET 300 N. PEPPER A VE. ANAHEIM, CA 92807 RIALTO, CA. 92,376 (714) 237-6146 UNDERGROUND (909) 357-6233 ATTN: DEL IA LFERMA TRANSMISSIONS: (909) 875-5100 PIPELINES, (21 a3) 657-1233 SEWER DISTRIBUTION: (909) 357-6233 - DESIGNED BY:7 CITY OF FONTANA 8353 SIERRA AVENUE GAS P. 0. BOX 518 SOUTHERN CALIFORNIA EDISON CO. FONTANA, CA 92.335 1981 LUGONIA AVE. (909) 350-6632 RFEDLANDS, CA. 92,374 ATTN. CARLOS NAVARRO ATTN. JOHN OA TES EMERGENCIES. (800) 427-2200 ADELPHIA CABLE 1205 DUPONT AVE WA TER ONTARIO, CA 91761 33366 (909) 390-4738 WEST VALLEY WATER DISTRICT 855 WEST BASELINE, P.O. BOX 920 CONTACT: JACK HAYE,5 RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 #4 RFEBAR @ 6" 0. C. WFELDED (TYP,)--., I FELEV. 'Y ,SEE FLAN & PROFILE FOR D2 AND ELEVA TIONS A & 6 D1=1.5x02 (OR AS 3HOWN) D2 -D.3 FINISHED GRADE ll�'REMQVABLE STD. GALY,,,' CMR' AW CONN. BAND hfIN 1" CEMENT GROI, CAPPING AT ENI OF PIPE -INSIDE EDGE OF RCP GROOVE OR END OF PIPE (IF BROKEN) BRICK & MORTAR CLOSURE 3LE COCIRSE OF 8 BRICK & MORTAR NOTE: FOR ALL PV(,- PIPES (0<15") USE PVC, PLUG FOR CLOSURE, ICK AND MORTAR PLUG NOT TO SCALE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (T' MAX '31ZE). 1, TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE, ALd--A 2, TRENCH DEPTHS OF GREATER 774AN 5' Hr 12 SHALL HAVE ADEQUATE SHORING. 3, CLASS It AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH 4. COMPACTION SHALL BE 907 IN ALL ZONE UNLESS OTHERWISE SPECIFIEI). TRENCH STABILITY SHALL CONFORM TOP OF STRCICTURAL PAVEMENT SUBGRADE STORM DRAIN PIPE m BEDDING Ff?OM SELEC 7 T SIDE MATERIAL FOR PIPE 10' OR GREATER W DEPTH tJSE 1122" CRUSHED STONE BEE)DING. TO CAL --OSHA REQUIREMENT. NOT TO SCALE m Huitt-Zollara, Inc. Ontario DRAWN BY: SIERRA BUSINESS PARK SCALE: 1101 S. Ml�LIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 - (909) 390--8400 H---Z STAFF AS SHOWN - DESIGNED BY:7 TITLE SHEET DATE: 0 APPROVED BY MAURICE H. MURAD EXPIRES DATE m M.H.W / P 264 / / v ll�� 4-2005 0 0 CHECKED BY: '0� E I R 7 OVE y: _F 0- NO - 33366 6-30-06 4. . M. H M.H.M. CTY ENGliNE_ R�C.E� 51152 DATE: