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Home My WebLink About3774-1STREET IMPROVEMENT GENERAL 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 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 �O 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 dITY 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 BAIL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR. FAILURE T s bTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION Or ---TSE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. NO BACKFILL SHALL OCCUR WITHOt 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 ID EXCAVATE WILL BE VALID lilt FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 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. •_'T •• • l • O1 REMOVE EXIST ASPHALT CONCRETE PAVEMENT O2 CONSTRUCT 0.25 AC PAVEMENT O3 COLD MILL EXIST 0.17' AC O4 CONSTRUCT 0.17' AC OVERLAY O5 ADJUST EXIST VALVE COVER TO GRADE O ADJUST EXIST MANHOLE TO GRADE O7 PROTECT IN PLACE NOTICE TO CONTRACTORS I 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. REVISIONS CITY OF FONTANA STREET IMPROVEMENT PLANS _f_ C) A VICINITY MAP I:fl--INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20A, DETAIL 22. 121__INSTALL 4" DASHED WHITE THERMOPLASTIC LANE STRIPE. PER CALTRANS STD. PLAN NO. A20A, DETAIL 12. 131__INSTALL 4" WIDE SOLID WHITE THERMOPLASTIC STRIPE. EI -INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC STRIPE. EY- INSTALL WHITE THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A AND AS SHOWN. 6 INSTALL WHITE THERMOPLASTIC TYPE I PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A. 0- INSTALL WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NO. A24C & A24D. $ INSTALL 8" WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A201), DETAIL 38. 9 INSTALL 8" WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20C, DETAIL 37B. A PPRO AL I DaTE I APPROVAL I DATE NTS JEFFREY KARL RUPP NO. 42868 Exp. 3/31/2006 ., civ%L/ 8 SHEET 1 .. �F CORE # STATION SHEET SA�ti1 s`� `:3 is4� E. MULBERRY AVE. STA. 200+00 TO 222+00 SHEET f t t I pLE STA. 222+00 TO 246+00 # j 4 MULBERRRY AVE. STA. 246+00 TO 252+96.47 SHEET 5 MULBERRY AVE. SIGNING AND STRIPING SHEET 6 MULBERRY AVE. SIGNING AND STRIPING {'y I 4 ,. #�/ ° ro SIGNING AND STRIPING SHEET 8 TYPICAL SECTIONS gsg LAj GRADE BREAK HP HIGH POINT LIP LIP OF GUTTER LP LOW POINT LT LEFT MOD. MODIFIED CLARK f0iE , � i � � d•+- f, VICINITY MAP I:fl--INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20A, DETAIL 22. 121__INSTALL 4" DASHED WHITE THERMOPLASTIC LANE STRIPE. PER CALTRANS STD. PLAN NO. A20A, DETAIL 12. 131__INSTALL 4" WIDE SOLID WHITE THERMOPLASTIC STRIPE. EI -INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC STRIPE. EY- INSTALL WHITE THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A AND AS SHOWN. 6 INSTALL WHITE THERMOPLASTIC TYPE I PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A. 0- INSTALL WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NO. A24C & A24D. $ INSTALL 8" WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A201), DETAIL 38. 9 INSTALL 8" WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20C, DETAIL 37B. A PPRO AL I DaTE I APPROVAL I DATE NTS JEFFREY KARL RUPP NO. 42868 Exp. 3/31/2006 ., civ%L/ 8 SHEET 1 TITLE SHEET CORE # STATION SHEET 2 MULBERRY AVE. STA. 200+00 TO 222+00 SHEET 3 MULBERRY AVE. STA. 222+00 TO 246+00 SHEET 4 MULBERRRY AVE. STA. 246+00 TO 252+96.47 SHEET 5 MULBERRY AVE. SIGNING AND STRIPING SHEET 6 MULBERRY AVE. SIGNING AND STRIPING SHEET 7 MULBERRY AVE. SIGNING AND STRIPING SHEET 8 TYPICAL SECTIONS GB BENCHMARK= AT MULBERRY AVE., CITY OF FONTANA' #541 "X ON TOP OF FIRE HYDRANT AT NW CORNER OF SLOVER AND CALABASH. ELEV.: 993.76 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THE CL OF MULBERRY AVE. OF N00034'39"E PER MAP IN BOOK 34 PAGE 25 OF RECORDS OF SURVEY OF THE COUNTY RECOERDER OF SAN BERNARDINO COUNTY, CALIFORNIA. CORE SAMPLE DATA FOR MULBERRY AVENUE CORE # STATION AC THICKNESS (IN.) 1 214+50 3.75 2 230+00 5.00 3 240+00 5.50 4 250+00 5.00 L� DAVID EVANS ANDASSOCIATESINJ 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 >4 V PROD _ NAGER DATE: REGISTERED CML ENGINEER AC ASPHALT CONCRETE AVE. AVENUE BCR BEGIN CURB RETURN BW BACK OF WALK ELEV CL CENTER LINE CONST CONSTRUCT CF CURB FACE C&G CURB & GUTTER DWG DRAWING DWY DRIVEWAY DR DRIVE ECR END CURB RETURN ELEV ELEVATION EP EDGE OF PAVEMENT EXIST) EXISTING FH FIRE HYDRANT FL FLOW LINE ELEVATION FS FINISH SURFACE ELEV GB GRADE BREAK HP HIGH POINT LIP LIP OF GUTTER LP LOW POINT LT LEFT MOD. MODIFIED 0 UTILITY CONTACTS: ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 357-6240 ATTN: RON CARDENAS NOTE: CONTACT 1 MONTH BEFORE CONSTRUCTION; SCE TO ADJUST VAULTS. GAS SOUTHERN CALIFORNIA GAS CO. 1918 LUGONIA AVE. REDLANDS, CA 92374-9796 (909) 335-7508 (909) 335-7734 PLANNER ATTN: MIKE FISHER EMERGENCIES: (800) 427-2200 STORM DRAIN CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6731 ATTN: KIM CHITWOOD NOTE: NON -FEE PERMIT REQ'D BEFORE CONSTRUCTION. MH MANHOLE NRW NON -RECLAIMABLE TELEPHONE PACIFIC BELL 3939 E. CORONADO ST. ANAHEIM, CA 92807 (714) 666-5500 ATTN: JANE BLASINGHAM NOTE: CONTACT 2 WEEKS PRIOR TO CONSTRUCTION. PACIFIC BELL WILL ADJUST MANHOLES. WATER FONTANA WATER COMPANY 8440 NUEVO AVE. FONTANA, CA 92335 (909) 822-2201 ATTN: L.F. MONTENEGRO CABLE CO. ADELPHIA COMMUNICATIONS 1500 AUTO CENTER DR. ONTARIO, CA 91761 (909) 975-3408 OR DANIEL MONTECINO (909) 975-3408 WILTEL ONE TECHNOLOGY CENTER 100 S CINCINNATI AVE TULSA, OK 74103 (951) 258-6628 ATTN: JIM SILVIA OR BART VANWEY (909) 456-3693 CALL DIG ALERT PRIOR TO CONST. 1-800-227-6000 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 DETERMINE 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 FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. DRAWN BY: FUP DESIGNED BY: FUP CHECKED BY: JGRH JOB NO. FONTOOOO-0032 I I �� Ino a "m I I; Nj to T kw, MULBERRY AVENUE SCALE: - HORIZ: - STREET IMPROVEMENTS VERT: - DATE:. 02/11/05 RO '. DR. N0. SHEET N0. ENG ER RCE N0. 1152 3774 1 OF WASTEWATER PVMT PAVEMENT R RADIUS RR RAILROAD RT RIGHT R/W RIGHT OF WAY STD STANDARD ST STREET STA STATION SWK SIDEWALK TC TOP OF CURB ELEV TB TOP OF BERM ELEV TS � TRAFFIC SIGNAL VC VERTICAL CURVE EXIST RIGHT-OF-WAY - EXIST CENTERLINE Q EXIST SEWER MANHOLE ® EXIST STORM DRAIN MH (&GV EXIST GAS VALVE EXIST FIRE HYDRANT ® EXIST WATER VALVE TELEPHONE PACIFIC BELL 3939 E. CORONADO ST. ANAHEIM, CA 92807 (714) 666-5500 ATTN: JANE BLASINGHAM NOTE: CONTACT 2 WEEKS PRIOR TO CONSTRUCTION. PACIFIC BELL WILL ADJUST MANHOLES. WATER FONTANA WATER COMPANY 8440 NUEVO AVE. FONTANA, CA 92335 (909) 822-2201 ATTN: L.F. MONTENEGRO CABLE CO. ADELPHIA COMMUNICATIONS 1500 AUTO CENTER DR. ONTARIO, CA 91761 (909) 975-3408 OR DANIEL MONTECINO (909) 975-3408 WILTEL ONE TECHNOLOGY CENTER 100 S CINCINNATI AVE TULSA, OK 74103 (951) 258-6628 ATTN: JIM SILVIA OR BART VANWEY (909) 456-3693 CALL DIG ALERT PRIOR TO CONST. 1-800-227-6000 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 DETERMINE 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 FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. DRAWN BY: FUP DESIGNED BY: FUP CHECKED BY: JGRH JOB NO. FONTOOOO-0032 I I �� Ino a "m I I; Nj to T kw, MULBERRY AVENUE SCALE: - HORIZ: - STREET IMPROVEMENTS VERT: - DATE:. 02/11/05 RO '. DR. N0. SHEET N0. ENG ER RCE N0. 1152 3774 1 OF