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Home My WebLink About3773-1STREET IMPROVEMENT GENERAL NOTE& 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 LATEST EDITION). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR WATER VALVE OPERATIONS, ADJUSTMENTS, AND WATER SYSTEM REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS, SIGNS, AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 7• ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 8. THE 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 DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-227-2600. 9. ALL MANHOLES, CLEAN OUT FRAMES, VAULTS, AND VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AND/OR UTILITY COMPANY UPON COMPLETION OF PAVING. 10. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 11. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 12. AS BUILD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 13. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH ,APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 14. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 15. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 17. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 18. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 19. THE CONTRACTOR SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. NO BACKFILL SHALL OCCUR WITHOUT PRIOR APPROVAL BY CITY INSPECTOR. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. ADEQUATE CONTROL STAKES SHALL BE SET TO ENABLE THE CONTRACTOR TO CONSTRUCT THE ,WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 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 GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING AT ALL TIMES. 25. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 27. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 l'-2600 28. 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. 29. THE CONTRACTOR SHALL CONFIRM 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. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 31. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LINE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 32. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 33. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURB REMOVED AND REPLACED AT THAT LOCATION. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADE'S, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. REPLACE ALL EXISTING STRIPE AND PAVEMENT MARKINGS WITH THERMOPLASTIC UNLESS OTHERWISE DIRECTED. 35. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. THE STRUCTURAL SECTIONS FOR THESE CITY STREETS WERE SELECTED USING EXISTING ASBUILT INFORMATION GATHERED BY THE FONTANA PUBLIC SERVICES DEPT. AND APPROVED BY THE CITY ENGINEER. DEA UTILIZED THESE STRUCTURAL SECTIONS UNDER THE DIRECTION OF THE CITY ENGINEER. 37. THE CONTRACTOR SHALL CONTACT THE CITY OF FONTANA TRAFFIC ENGINEER PRIOR TO ANY ROADWAY CONSTRUCTION WHICH DISTURBS TRAFFIC LOOPS, IN ORDER TO COORDINATE INSTALLATION OF NEW LOOPS. NT CITY OF FO ANA STREET IMPROVEMENT PLANS "°i Mfr R 1" SANTA AVE GX DAHLIA ~` ,p 1 'PA !! AVE s� "LARK F ' 3 .AN T.A � 4 i IJ ANA I AI I AVE. VICINITY MAP NTS Uj LJ UJ BCR BEGIN CURB RETURN WASTEWATER (D REMOVE EXIST. ASPHALT CONCRETE PAVEMENT CL CENTER LINE R RADIUS CONST CONSTRUCT RR RAILROAD O2 Uj C&G CURB & GUTTER M Of STD STANDARD 3O COLDMILL EXIST. 2" AC DR DRIVE STA STATION ECR END CURB RETURN SWK SIDEWALK O4 Li d I-)_1 0 �- '.,d.f .4'G... D O 0_. SHEET _ FS FINISH SURFACE ELEV O6 ADJUST EXIST. MANHOLE TO GRADE - EXIST CENTERLINE HP HIGH POINT 0 EXIST SEWER MANHOLE VICINITY MAP NTS STREET IMPROVEMENT STRIPING NOTES Fil INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20A, DETAIL 22. F INSTALL 4" DASHED WHITE THERMOPLASTIC LANE STRIPE. PER CALTRANS STD. PLAN NO. A20A, DETAIL 12. F3 INSTALL 4" WIDE SOLID WHITE THERMOPLASTIC STRIPE. F 4] INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC STRIPE. 5 INSTALL WHITE THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A AND AS SHOWN. 61 INSTALL WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NO. A24C & A24D. f7 INSTALL 8" WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A201), DETAIL 38. ® REPLACE TRAFFIC DETECTOR LOOPS. 1-91 INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A2013, DETAIL 32. BENCHMARK= SE COR. INT. DAHLIA AND ETIWANDA AVES. TOP OF FIRE HYDRANT. ASSUMED ELEV.: 100.00 BASIS OF BEARINGS -- THE BASIS OF BEARING FOR THE CL OF ETIWANDA AVENUE OF N0934'39"E PER PARCEL MAP 15560, BOOK 194, PAGES 47 TO 50 OF PARCEL MAPS OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. NOTICE TO CONTRACTORS 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. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHR REGULATIONS" OF THE US 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 CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ABBREVIATIONS/LEGEND AC ASPHALT CONCRETE STREET IMPROVEMENT CONSTRUCTION NOTES AVE. AVENUE NRW NON -RECLAIMABLE BCR BEGIN CURB RETURN WASTEWATER (D REMOVE EXIST. ASPHALT CONCRETE PAVEMENT CL CENTER LINE R RADIUS CONST CONSTRUCT RR RAILROAD O2 CONSTRUCT 4.5" AC PAVEMENT C&G CURB & GUTTER R/W Eii��OF WAY DWG DRAWING STD STANDARD 3O COLDMILL EXIST. 2" AC DR DRIVE STA STATION ECR END CURB RETURN SWK SIDEWALK O4 CONSTRUCT 2° AC OVERLAY EP EDGE OF PAVEMENT TB TOP OF BERM ELEV EXIST EXISTING TS TRAFFIC SIGNAL O ADJUST EXIST. VALVE COVER TO GRADE SHEET INDEX FS FINISH SURFACE ELEV O6 ADJUST EXIST. MANHOLE TO GRADE - EXIST CENTERLINE HP HIGH POINT 0 EXIST SEWER MANHOLE LIP LIP OF GUTTER 0 EXIST STORM DRAIN MH LP LOW POINT SHEET 1 TITLE SHEET MOD. MODIFIED O PROTECT IN PLACE SHEET 2 ETIWANDA AVE. STA. 10+00 TO 32+00 PACIFIC BELL 7951 REDWOOD AVE. SHEET 3 ETIWANDA AVE. STA. 32+00 TO 56+00SHEET OS CONSTRUCT AC DIKE PER FONTANA STD. PLAN 136 ATTN: JANE BLASINGHAM 4 ETIWANDA AVE. STA. 56+00 TO 79+16.40 O REMOVE EXISTING AC DIKE SHEET 5 ETIWANDA AVE. SIGNING &STRIPING WATER SOUTHERN CALIFORNIA GAS . CO. SHEET 6 ETIWANDA AVE. SIGNING &STRIPING FONTANA, CA 92335 (909) 335-7508 SHEET 7 ETIWANDA AVE. SIGNING &STRIPING OR L.F. MONTENEGRO EMERGENCIES: (800) 427-2200 SHEET 8 TYPICAL SECTIONS STORM DRAIN ADELPHIA COMMUNICATIONS SHEET 9 DETAILS ONTARIO, CA 91761 STREET IMPROVEMENT STRIPING NOTES Fil INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20A, DETAIL 22. F INSTALL 4" DASHED WHITE THERMOPLASTIC LANE STRIPE. PER CALTRANS STD. PLAN NO. A20A, DETAIL 12. F3 INSTALL 4" WIDE SOLID WHITE THERMOPLASTIC STRIPE. F 4] INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC STRIPE. 5 INSTALL WHITE THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A AND AS SHOWN. 61 INSTALL WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NO. A24C & A24D. f7 INSTALL 8" WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A201), DETAIL 38. ® REPLACE TRAFFIC DETECTOR LOOPS. 1-91 INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A2013, DETAIL 32. BENCHMARK= SE COR. INT. DAHLIA AND ETIWANDA AVES. TOP OF FIRE HYDRANT. ASSUMED ELEV.: 100.00 BASIS OF BEARINGS -- THE BASIS OF BEARING FOR THE CL OF ETIWANDA AVENUE OF N0934'39"E PER PARCEL MAP 15560, BOOK 194, PAGES 47 TO 50 OF PARCEL MAPS OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. NOTICE TO CONTRACTORS 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. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHR REGULATIONS" OF THE US 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 CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ABBREVIATIONS/LEGEND AC ASPHALT CONCRETE MH MANHOLE AVE. AVENUE NRW NON -RECLAIMABLE BCR BEGIN CURB RETURN WASTEWATER BW BACK OF WALK ELEV PVMT PAVEMENT CL CENTER LINE R RADIUS CONST CONSTRUCT RR RAILROAD CF CURB FACE RT RIGHT C&G CURB & GUTTER R/W Eii��OF WAY DWG DRAWING STD STANDARD DWY DRIVEWAY ST STREET DR DRIVE STA STATION ECR END CURB RETURN SWK SIDEWALK ELEV ELEVATION TC TOP OF CURB ELEV EP EDGE OF PAVEMENT TB TOP OF BERM ELEV EXIST EXISTING TS TRAFFIC SIGNAL FH FIRE HYDRANT VC VERTICAL CURVE FL FLOW LINE ELEVATION 6.00 FS FINISH SURFACE ELEV EXIST RIGHT-OF-WAY G8 GRADE BREAK - EXIST CENTERLINE HP HIGH POINT 0 EXIST SEWER MANHOLE LIP LIP OF GUTTER 0 EXIST STORM DRAIN MH LP LOW POINT ®GV EXIST GAS VALVE LT LEFT JQ EXIST FIRE HYDRANT MOD. MODIFIED g EXIST WATER VALVE UTILITY CONTACTS - ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON PACIFIC BELL 7951 REDWOOD AVE. 3939 E. CORONADO ST. FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 357-6240 _ (714) 666-5500 ATTN: RON CARDENAS ATTN: JANE BLASINGHAM NOTE: CONTACT 1 MONTH NOTE: CONTACT 2 WEEKS PRIOR BEFORE TO CONSTRUCTION. PACIFIC CONSTRUCTION; SCE TO ADJUST BELL VAULTS. WILL ADJUST MANHOLES. GAS WATER SOUTHERN CALIFORNIA GAS . CO. FONTANA WATER COMPANY 1918 LUGONIA AVE. 8440 NUEVO AVE. REDLANDS, CA 92374 FONTANA, CA 92335 (909) 335-7508 (909) 822-2201 (909) 335-7734 PLANNER ATTN: JIM CHAPMAN ATTN: MIKE FISHER OR L.F. MONTENEGRO EMERGENCIES: (800) 427-2200 CABLE CO. STORM DRAIN ADELPHIA COMMUNICATIONS CITY OF FONTANA x260 DUPONT ST. 8353 SIERRA AVE. ONTARIO, CA 91761 FONTANA, CA 92335 (909) 975-3342 (909) 350-6731 ATTN: KIM CH11WOOD VERIZON NOTE: NON -FEE PERMIT REQ'D 1400 E. PHILLIPS BLVD. BEFORE CONSTRUCTION. POMONA, CA 91766 (909) 469-6343 SEWER ATTN: JERRY RUIZ INLAND EMPIRE UTILITIES AGENCY 6075 KIMBALL AVE., BLDG B WILTEL CHINO, CA 91710 ONE TECHNOLOGY CENTER (909) 993-1693 100 S. CINCINNATI AVE. ATTN: M. TAGHI MONZAVI TULSA, OK 74103 (951) 258-6628 ATTN: JIM SILVA OR BART VANWEY (909) 456-3693 CALL DIG ALERT PRIOR TO CONST. 1-800-227--6000 PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES 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 OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERIVIW EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON; AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIE UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CORE SAMPLE DATA' FOR ETIWANDA AVENUE CORE # STATION AC THICKNESS (IN.) 1 12+00 6.25 2 17+00 6.00 3 24+00 6.75 4 30+00 4.50 5 38+00 6.50 6 45+00 5.25 7 52+00 6.00 8 57+00 5.25 9 62+00 5.25 10 71+00 6.00 11 76+00 6.75 DATE: 02/11/05 .'NO. SHEET NO. 3,773 1 OF 9