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HomeMy WebLinkAbout5009-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND 77-15 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 Sl -TALL 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 MI5 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 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 PERFORNI EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM Tl -IE 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 SAFETY. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY INWOUT .':TAINING 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 CAL TRANS. 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. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMEN T.S. 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 8E 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 NO TI FI CA TION TO THE CITY ENGINEER. 17. 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. 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 CLOSURE 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 SI -TALL 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 OTI-IER 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 IE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRA WINGS TO THE CITY ENGINEER. 37. CONTRACTOR SHALL ENSURE THAT EXISTING IRRIGTATION SYSTEMS WITHIN PARKWAYS ARE PROTECTED IN PLACE AND REMAIN OPERATIONAL DURING CONSTRUCTION. E_12 071160 SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 GAS SOUTHERN CALIFORNIA GAS CO. SAN DIMAS CA 91773 (800)427-2000 WATER WEST VALLEY WATER DISTRICT 855 WEST BASELINE, P.O. BOX 920 RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 TELEPHONE AT&T LYDIA CANDIA 3939 E CORONADO STREET ANAHEIM, CA 92807 714-237-6155 ELECTRIC SOUTHERN CALIFORNIA EDISON PABLO IBARRA 7951 REDWOOD AVENUE FONTANA, CA 92336 909-357-6203 CABLE - TV TIME WARNER EDDIE WALKER 90,-32i-082 CONSTRUCT 0.45' HMA OVER 0.35' AB. AB IS CLASS 2 BASE. HMA IS 3/4" TYPE A, PG 70-10. TOP LAYER OF 1/2" AGGREGATE SIZE IS ACCEPTABLE. COLD PLANE EXISTING AC MINIMUM 0.15DEPTH & AC OVERLAY TO MATCH EXISTING DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG 1-500-227-2600 l A PUBLIC SERVICE BY J \ UNDERGROUND SERVICE ALERT COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND CPS STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE OF SAID COUNTY SURVEYOR. BENCHMAR LOCAMN: CON: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. I= Vo 1077.40 NOTE: 0 0 2A 0 5A 0 11 15 19 20 25' 29 0 60 61 62 72 83 85 90 396 368 458 460 1' MIN. SAWCUT AND REMOVE EXISTING PAVEMENT REMOVE EXISTING AC CURB OR CURB & GUTTER WHERE APPLICABLE NEW PA VEMEN T AZ f' ,1 S%7) r 7� /4\ 11 t. C(. r 1-0,0 )alra),D) rIO ru\ STI'REET asCL-Iii-VOR1 AO Tr ES 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. CONSTRUCY80E6 IIS ©J CONSTRUCT CONCRETE CURB PER CITY OE FONTANA STD. NO. 1003 (6" CURB) CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 (8" CURB AND GUTTER) CONSTRUCT CONCRETE CURB AND GUTTER PER COUNTY OF SAN BERNARDINO STD. 115 (8" CURB AND GUTTER) CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006. CONSTRUCT CONCRETE SIDEWALK PER COUNTY OE SAN BERNARDINO STD. 109, TYPE C CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1004 CONSTRUCT 0.45' HMA OVER 0.35' AB. AB IS CLASS 2 BASE. HMA IS 3/4" TYPE A, PG LAYER OF 1/2" AGGREGATE SIZE IS ACCEPTABLE. CONSTRUCT FULL DEPTH AC WITHIN PAVE OUT TRENCH AS DIRECTED BY CITY ENGINEER.. CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 INSTALL REDWOOD HEADER PER DETAIL ON SHEET 1 CONSTRUCT 8" AC DIKE PER CITY STD. 1007. CONSTRUCT 0" TO 6" CURB TRANSITION (L=2' OR AS OTHERWISE NOTED) ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED SAWCUT AND REMOVE EXISTING AC PAVING. .175 LF 21 LE 55 LE 339 SE 269 SF 2 EA 70-10. TOP 6 720 SF 91 SE 1 EA 50 LE 147 LE . 2 EA . 2 EA 2250 SE 40 LE 750 SF 180 LE N/A 1 EA N/A SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER SAWCUT AND REMOVE EXISTING PCC SIDEWALK SAWCUT AND REMOVE EXISTING PCC CURB RELOCATE EXISTING METER, SERVICE AND APPURTENANCES (COORDINATE WITH WATER COMPANY). RELOCATE EXISTING TRAFFIC SIGN AS INDICATED PROTECT IN PLACE (ITEM AS INDICATED ON PLAN) COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING EXISTING GUY, POLE AND APPURTENANCES TO BE REMOVED OR RELOCATED BY EDISON COMPANY RELOCATE EXISTING MONUMENT SIGN. COORDINATE LOCATION WITH PROPERTY OWNER.. INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. NO. 1004. .54105 SF 1 EA 1 EA 1 EA .135 LE 1 EA 1 LS 1 EA 1 EA RELOCATE EXISTING CHAIN LINK FENCE (LIMITS AS INDICATED) . RELOCATE OR REMOVE EXISTING POWER POLE/STREET LIGHT BY SOUTHERN CALIFORNIA EDISON REPLACE EXISTING STRIPING IN KIND (SEE SIGNING & STRIPING PLA -N).. ADJUST EXISTING WATER VALVE COVER TO PROPOSED GRADE RELOCATE EXISTING LIGHT POLE AND APPURTENANCES REMOVE & REPLACE EXISTING LANDSCAPING & IRRIGATION SYSTEM & INSTALL NEVA LANDSCAPING & IRRIGATION 1 (MATCH EXISTING). CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING RESULTING FROM NON OPERATION OF IRRIGATION SYSTEM. (CONTRACTOR TO DISPOSE OF REMOVED LANDSCAPING IN A LEGAL MANNER) RELOCATE EXISTING MAIL BOX 1 REMOVE EXISTING TRAFFIC SIGN & SALVAGE FOR CITY.. 1 REMOVE EXISTING DELINEATOR POST . 6 CONSTRUCT 3' CHAIN LINK GA TE. COORDINATE LOCATION WITH PROPERTY OWNER. LS EA EA EA 1 EA FURNISH AND PLACE 3/4 TON LANDSCAPE BOULDER AT 10' ON CENTER. COORDINATE LOCATION WITH PROPERTY OWNER. 5 THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL SECTIONS AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER AT THE COMPLETION OE THE ROUGH GRADING OPERA TION AND UPON COMPLETION OF R- VALUE TESTS. GRIND 0.15' MIN. EXISTING PAVEMENT AND OVERLAY 0.15' MIN. REMOVE EXISTING REDWOOD HEADER WHERE APPLICABLE c2BOM MOSITIL4 Lp Zl NOT TO SCALE EXISTING PAVEMENT ENSU DETAIN, 77 79 2 X 4 REDWOOD HEADER TP ELEVATION SHOWN ON PLANS NOT TO SCALE AC PAVING EA �kw LEEN SANTA ANA 61-34, TECHNOLOGY STREET PRODUCTION AVENUE SLOVER AVENUE SLOVE SANTA ANA AVENUE JURUPA AVENUE �fl fl ov WR,P NOT TO SCALE AVON J 1 11 TECHN OLOGY sT 7 =T 9 Il® 112 W -4 117 1141 / 1 / / / 2.5 / / sA\TAN'V \lUE 11:6 z LJ m OAC VC VERTICAL CURVE TP . . TOP OF PA VEMEN T TC . . TOP OF CURB EL . . ELEVATION FL . FLOWLINE FG FINISH GRADE ES 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 PA VEMEN T CO TG .... CLEANOUT TOP OF GRATE SMH SEWER MANHOLE R . RIDGE LINE P.I.P. PROTECT IN PLACE CL . . CENTERLINE D ►WY. . DRIVEWAY COUNTY OF SAN BE DE FA RTM►FN T OF" FL1BL NARDNO C WORKS MOHAMMAD SIDDIQUI ENGINEER, TRAFFIC DIVISION MOHAMMAD QURESHI TRAFFIC DIVISION CHIEF DATE DATE RECOMMENDED BY: APPJ?OVED BY: MOHAMMAD ALI, P.E. PERMIT ENGINEER OPERATIONS SUPPORT DIVISION da DATE SWEET WWI( NOT TO SCALE 1 LITH'ES USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. GLIi Z -o 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. MAT ,EER' TICE'COMTRACTORS RACTOR 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 8E 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. NO REVISION DESCRIPTION DATE EN GR. CITY 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. �Q �,ESSI01 ° N O. 33366 ° r c( , EXPIRATION ° 6-30 201 °zi':,,c,, �� / CIU11� °�\� Doo j 1 HM =Zoiar , Inco n'Luroo 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES 33366 6-30-14 DATE 4/hit3 1 NPROVMAEhT IELa DRAWN BY: H -Z STAFF DESIGNED BY: M.H.M. CHECKED BY: M.H.M. 3LOVIEN r f A BIM AVE PARK 1UOVLG ONEET-comernrcirm pone s QUA 4OTT EST TE CITY ENGINEER SCALE: AS SHOWN DATE: 4/2013 R.C.E. 51 152 DATE: SHEET NO, DESCRIPTION 1 TITLE SHEET 2 SLOVER AVENUE AT TAMARIND AVENUE �kw LEEN SANTA ANA 61-34, TECHNOLOGY STREET PRODUCTION AVENUE SLOVER AVENUE SLOVE SANTA ANA AVENUE JURUPA AVENUE �fl fl ov WR,P NOT TO SCALE AVON J 1 11 TECHN OLOGY sT 7 =T 9 Il® 112 W -4 117 1141 / 1 / / / 2.5 / / sA\TAN'V \lUE 11:6 z LJ m OAC VC VERTICAL CURVE TP . . TOP OF PA VEMEN T TC . . TOP OF CURB EL . . ELEVATION FL . FLOWLINE FG FINISH GRADE ES 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 PA VEMEN T CO TG .... CLEANOUT TOP OF GRATE SMH SEWER MANHOLE R . RIDGE LINE P.I.P. PROTECT IN PLACE CL . . CENTERLINE D ►WY. . DRIVEWAY COUNTY OF SAN BE DE FA RTM►FN T OF" FL1BL NARDNO C WORKS MOHAMMAD SIDDIQUI ENGINEER, TRAFFIC DIVISION MOHAMMAD QURESHI TRAFFIC DIVISION CHIEF DATE DATE RECOMMENDED BY: APPJ?OVED BY: MOHAMMAD ALI, P.E. PERMIT ENGINEER OPERATIONS SUPPORT DIVISION da DATE SWEET WWI( NOT TO SCALE 1 LITH'ES USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. GLIi Z -o 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. MAT ,EER' TICE'COMTRACTORS RACTOR 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 8E 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. NO REVISION DESCRIPTION DATE EN GR. CITY 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. �Q �,ESSI01 ° N O. 33366 ° r c( , EXPIRATION ° 6-30 201 °zi':,,c,, �� / CIU11� °�\� Doo j 1 HM =Zoiar , Inco n'Luroo 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES 33366 6-30-14 DATE 4/hit3 1 NPROVMAEhT IELa DRAWN BY: H -Z STAFF DESIGNED BY: M.H.M. CHECKED BY: M.H.M. 3LOVIEN r f A BIM AVE PARK 1UOVLG ONEET-comernrcirm pone s QUA 4OTT EST TE CITY ENGINEER SCALE: AS SHOWN DATE: 4/2013 R.C.E. 51 152 DATE: