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HomeMy WebLinkAbout3703-1a STREET IMPROVEMENT GENERAL NOTES' .clT' OF- FONTANA,* 1. ALL WORK SHALL 'BE 114 ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE. STANDARD SPECIFICATIONS STREET IMPROVEMENT �S ��� FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION) .- .. -Service Alert i iJZA? ,FREE r :11 Y� .00 TWO WORKING DAYS BEFORE YOU DIG THE BEARINGS SHOWN- HEREON AS N00011'30' IS BASED ON. THE CENTERLINE OF EAST AVE BETWEEN BASELINE RD AND FOOTHILL BLVD PER TRACT MAP 13213. (SHEET 3. OF 12) BENCH MARK CITY OF FONTANA BENCHMARK NO, 366 USGS BM #H9 1933 22' W INTERSECTION EAST AVE. & BASELINE ELEVATION = 1240.04 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF'APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGEN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH THE STANDARDS. IN EFFECT. REVISIONS EAST, AVE. STREET WIDENING UTILITY CONTACTS: ALL - REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON-' UNLESS OTHERWISE NOTED. . .7951 REDWOOD AVE. 3939 E. CORONADO ST. 2.. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN ' THE CONTRACT DOCUMENTS (909) 357-6240 c~"al ATTN: DAVID QUEZADA THAT CAN NOT*. BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE NOTE: CONTACT 1 MONTH BEFORE Lt CNAIEALt �. CONSTRUCTION; SCE TO ADJUST VAULTS. "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY' REPORT SAID CONFLICT TO WILL ADJUST MANHOLES. GAS THE CITY 'ENGINEER FOR RESOLUTION. SOUTHERN CALIFORNIA GAS CO. WATER 3: ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. REDLANDS, CA 92374 pF PROJECT (909) 335-7508 FONTANA, CA 92335 (909).335-7734 PLANNER (909) 822-2201 4. CONSTRUCTION PERMITS SHALL BE OBTAINED. FROM THE CITY OF FONTANA COMMUNITY EMERGENCIES: (800) 427-2200 . .. LOCATION DEVELOPMENT,. ENGINEERING DIVISION PRIOR TO START. OF ANY WORK. INSPECTION STORM DRAIN. 10440 ASHFORD ST. CITY OF' FONTANA SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY 8353 SIERRA AVE. MSELINE i:[i„,•,� � FONTANA, CA 92335 WORK WITHIN PUBLIC RIGHT-OF=WAY WITHIN THE CITY LIMITS. CALL 909.350:7610. (909) 350-6731 " 5. THE CONTRACTOR 'SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS NOTE: NON -FEE PERMIT REQ'D r BEFORE CONSTRUCTION. AND PROCEDURES. DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC ONTARIO, CA 91761 VERIZON CONTROLS, LATEST NON -METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY 1400• E. PHILLIPS BLVD. POMONA, CA 91766 TRAFFIC ENGINEER.s (909) 469-6343 6. IT SHALL . BE THE --`RESPONSIBILITY OF THE • CONTRACTOR TO -MAINTAIN BARRICADES, DELINEATORS O.R • OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. L Y tsA1�r 13R 7. THE CONTRACTOR SHALL OBTAIN A. PERMIT TO PERFORM- EXCAVATION OR TRENCH WORK ud000aRp,cm CT Q - 3TJP11ER ST 1 FOR- TRENCHES. 5:: FEET OR GREATER IN DEPTH FROM -THE' CALIFORNIA STATE DIVISION OF ,,` it INDUSTRIAL SAFETY.- AFETY:8. I-_ 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 � -9 PURSUANT TO THE' REQUIREMENTS OF THE DIVISION. OF INDUSTRIAL SAFETY .OF THE STATE � -9 s OF CALIFORNIA.' TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE ' .1 O POTENTIAL EXISTS FOR. GROUND MOVEMENT. 9. NO MATERIAL OR .EQUIPMENT SHALL BE STORED !N' THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT' FOR THAT' PURPOSE. 10. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM VICINITY MAP AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE. LOCATION AND.. ELEVATION, IN- THE FIELD OF NTS ANY EXISTING- UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO.'' .CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTORS) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY :. COMPANIES INCLUDING; BUT • NOT LIMITED T0; GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN,' FLOOD 'CONTROL AND CALTRANS... AH UTILITY COMPANIES ' SHALL BE GIVEN TWO WORKING DAYS 'WORK 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALT BE APPROVED AT NOTICE PRIOR TOAROUND THEIR FACILITIES: THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD 12. THE CONTRACTOR• SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN DETAILS. VALVES WITHOUT :APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL 26. ALL EXPOSED CONCRETE . SURFACES SHALL CONFORM IN GRADE COLOR AND COORDINATE WITH" .THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. - AND WATER REQUIREMENTS. 27. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER 13, CURVE DATA REFERS TO THE FACE OF CURB. LATERAL, IF CURB REMOVED AND REPLACED AT. THAT -LOCATION. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL 14. STATIONING REFERS TO THE CENTERLINE ' OFSTREETS EXCEPT WHERE OTHERWISE HAVE BEEN PLACED, INSPECTED AND APPROVED. NOTED. 29. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO TO PAVING OF STREETS. ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 30.' APPROVED' SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS PLACEMENT. AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, TIES OR BENCH 31 • PAVEMENT STRUCTURAL SECTIONS SHWON ARE MINIMUM AND SUBJECT TO REVISION AND MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. APPROVAL OF THE CITY ENGINEER AS' DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY .MONUMENTS, 32, ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL TIES OR BENCHMARKES, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE AS A RESULT OF THIS STREET SECTIONS SHAH BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED • STREET• .DESTROYED CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR 'SHALL NOTIFY THE ENGINEER ONE THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR 33. All MANHOLES, CLEANOUT FRAMES, COVERS, VAULTS, AND VALVE COVERS . SHALL BE LATER REPLACEMENT OF THE MONUMENT. RAISED TO -FINISHED GRADE BY THE PAVING CONTRACTOR AND/OR' UTILITY COMPANY 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES UPON COMPLETION OF 'PAVING. AT ALL TIMES.' A- MINIMUM 12 FOOT LINE SHALL BE .MAINTAINED AT ALL TIMES IN THE 34. UPON COMPLETION OF. CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING.. CO NSTRUCTION'AREA FOR RESIDENTS AND EMERGENCY VEHICLES. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION - 19. THE CONTRACTOR .SHALL PROVIDE.AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, OF THE CITY TRAFFIC ENGINEER. INCLUDING ADEQUATE WATERING, AT AH TIMES. 35. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED"WHEN SUSTAINED WIND VELOCITIES AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY EXCEED 25 MILES PER HOUR. ENGINEER. 21. THE CONTRACTOR SHALL NOT- CAUSE' ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY .ENGINEER. DURING CONSTRUCTION WITHOUT PRIOR APPROVAL. .37. ENCROACHMENT AND LANE CLOSURE PERMITS ARE REQUIRED BY THE CITY OF RANCHO 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CUCAMONGA, THERE WILL BE NO CHARGE FOR THE LANE CLOSURE PERMIT. THE CITY'S INSPECTOR. ENCROACHMENT- PERMIT FEE IS BASED ON THE AMOUNT OF WORK IN THE CITY AND INSPECTION. TIME. REQUIRED' TO REVIEW SUCH WORK. INSPECTION CONTACTS WILL BE 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY- ALL BACKFILL COMPACTION. FAILURE TO OBTAIN ON. THE PERMITS. THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL. 38. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA TRAFFIC DEPARTMENT. THE ,SPECIFIED DENSITY IS OBTAINED, PRIOR TO START OF TRAFFIC SIGNAL MODIFICATIONS. CONTACT PAT GALLAGHER AT: 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, .AND SWAL.ES FROM CITY OF RANCHO CUCAMONGA CITY YARD, 9153 9TH ST., RANCHO CUCAMONGA, CA 91730, (909) 477-2740 EXT. 4109 UNDERMINING STREET IMPROVEMENTS. • UPON INSPECTION- OF THE- SITE, THE CITY ENGINEER -MAY REQUIRE TEMPORARY NON=-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. .- .. -Service Alert i iJZA? ,FREE r :11 Y� .00 TWO WORKING DAYS BEFORE YOU DIG THE BEARINGS SHOWN- HEREON AS N00011'30' IS BASED ON. THE CENTERLINE OF EAST AVE BETWEEN BASELINE RD AND FOOTHILL BLVD PER TRACT MAP 13213. (SHEET 3. OF 12) BENCH MARK CITY OF FONTANA BENCHMARK NO, 366 USGS BM #H9 1933 22' W INTERSECTION EAST AVE. & BASELINE ELEVATION = 1240.04 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF'APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGEN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH THE STANDARDS. IN EFFECT. REVISIONS EAST, AVE. STREET WIDENING 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: DAVID QUEZADA ATTN: JANE BLASINGHAM NOTE: CONTACT 1 MONTH BEFORE NOTE: CONTACT 2 WEEKS PRIOR CONSTRUCTION; SCE TO ADJUST VAULTS. TO CONSTRUCTION. PACIFIC BELL WILL ADJUST MANHOLES. GAS SOUTHERN CALIFORNIA GAS CO. WATER 1918 LUGONIA AVE. FONTANA WATER COMPANY REDLANDS, CA 92374 8440 NUEVO AVE. (909) 335-7508 FONTANA, CA 92335 (909).335-7734 PLANNER (909) 822-2201 ATTN: MIKE FISHER ATTN: JIM CHAPMAN EMERGENCIES: (800) 427-2200 CUCAMONGA VALLEY WATER DISTRI STORM DRAIN. 10440 ASHFORD ST. CITY OF' FONTANA RANCHO CUCAMONGA, CA 91729' (909) 987-2591 8353 SIERRA AVE. ATTN: RAYMOND ABEYTA FONTANA, CA 92335 (909) 350-6731 " ATTN: KIM CHITWOOD CABLE CO. NOTE: NON -FEE PERMIT REQ'D ADELPHIA. COMMUNICATIONS BEFORE CONSTRUCTION. 1260 DUPONT ST. ONTARIO, CA 91761 VERIZON (909) 975-3342 1400• E. PHILLIPS BLVD. POMONA, CA 91766 (909) 469-6343 ATTN: JERRY RUIZ SHEET INDEX SHEET 1: TITLE SHEET SHEET 2: TYPICAL SECTIONS, NOTES & DETAILS SHEET 3: EAST AVE. STREET IMPROVEMENTS SHEET 4: EAST AVE. SIGNING AND STRIPING ENGR'S CITY APPROVAL DATE APPROVAL DATE 4D 'eRpFESS/pN\ CHAD L. ti y COSTELLO `= z tj No. 60256 m Exp. 06/30/06 CIVIL q�F CF CAI.%�Ra\ CONSTRUCTION NOTES QUANTITY.. D --PROTECT IN PLACE - D- REMOVE PER PLAN - 3a -REMOVE EXISTING AC MATERIALS 80 CY RELOCATE EXISTING IMPROVEMENTS (AS NOTED BY THE ENGINEER) .'5a-SAWCUT EXISTING PAVEMENT 500 LF ©-ADJUST TO GRADE (AS NOTED) (Z) -CONSTRUCT 5" AC OVER 12" COMPACTED NATIVE SOIL COMPACTED TO 95% 100 TONS (D -CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003, CF=8" 500.LF. Q• -CONSTRUCT 4" PCC SIDEWALK PER •CITY OF FONTANA STD. PLAN NO. 1015 3000 SF 10 SAWCUT AND REMOVE EXISTING PCC SLOPE PAVING AND 53 LF REINFORCEMENT FOR WALL AND ROCK CONSTRUCTION AS SHOWN . 11 CONSTRUCT REINFORCED CONCRETE RETAINING WALL .PER CALTRANS 53 LF STD. PLAN -63-11, TYPE 6 (SEE DETAIL ON SHEET 3) 12 CONSTRUCT GROUTED. RIVER ROCK BAND TREATMENT ALONG TOP OF WALL 110 SF AS SHOWN PER CITY OF.FONTANA STD. PLAN NO. 1.45. 13 GRIND 0.10' MIN. EXISTING AC PAVEMENT AND OVERLAY 0.10' MIN.. 2500 SF, 20 TONS . SIGNING & STRIPING NOTES: 0 -APPLY' WHITE LANE LINE PER CALTRANS STD. PLAN A2OA; DETAIL 12 2M --APPLY TWO-WAY TURN PER CALTRANS STD. PLAN A209, DETAIL 32 M -APPLY 8" CHANNELIZING LINE.PER CALTRANS STD. PLAN A20D, DETA-IL'38 M --SEE CIVIL PLAN, SHEET 3. 5M -APPLY PAVEMENT MARKING: AkOWS PER CALTRANS .STD. PLAN A24A, TYPE IV (R). Q -APPLY PAVEMENT' MARKING ARROWS.PER'CALTRANS STD. PLAN A24A, TYPE. IV (L) [}7 -APPLY -4" • SOLID WHITE LATE LINE AMID/OR' ED(WLINE 8M-FURNI8H AND' INSTALL SIGNS) AND POST (.IF APPLICABLE) ABBREVIA11ONS/LEGEND g. APPLY LANE DROP STRIPING PER CALTRANS STD. PLAN A20C DETAIL 37B D- A . . CT AC ASPHALT CONCRETE 10 REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING•, MARKING OR ARROW AS NOTED AVE AVENUE BCR BEGIN CURB RETURN fit REMOVE AND SALVAGE SIGN AND -POST TO CITY YARD OR AS DIRECTED BY INSPECTOR BW BACK OF WALK ELEVATION CL CENTER LINE 12 FURNISH AND .INSTALL TYPE H MARKERS PER CALTRANS STD. PLAN A2OB; DETAIL 26 (MODIFIED) CONST CONSTRUCT CF CURB FACE i3 APPLY 12" WHITE CROSSWALK STRIPING C & G CURB & GUTTER DWG DRAWING N4 SEE CIVIL PLAN, SHEET 3. DWY DRIVEWAY DR' DRIVE 15 APPLY DOUBLE YELLOW LINE PER CALTRANS STD. A20A•, DETAIL 22 ECR END CURB RETURN N6 APPLY YELLOW REFLECTIVE PAINT ON CURB RADIUS ALONG SOUTH MEDIAN NOSE EP EDGE OF PAVEMENT EXIST EXISTING 17 APPLY MEDIAN DOUBLE YELLOW LINE PER CALTRANS STD. A209, DETAIL 29 FH FIRE HYDRANT FL .FLOW LINE ELEVATION 18 APPLY 12" REFLECTIVE YELLOW STRIPING • • FS FINISH SURFACE ELEVATION NOTK:E TO CONTRACTORS GB GRADE BREAK HP HIGH POINT CONSTRUCTION, CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED IEUA INLAND EMPIRE UTILITIES AGENCY CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME LIP LIP OF GUTTER SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS. DURING THE COURSE ' LP LOW POINT OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THATTHIS ' REQUIREMENT SHALL. BE MADE. TO APPLY .CONTINUOUSLY• AND NOT BE UMf1ED TO LT LEFT NORMAL. WORKING. HOURS, AND - CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, MOD. MODIFIED INDEMNIFY. AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON' THIS PROJECT, PVMT PAVEMENT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.. ALL R RADIUS CONTRACTORS AND SUBCONTRACTORS ..PERFORMING WORK SHOWN. ON. OR RELATED TO THESE RT RIGHT PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS •PROTECTED. ALL CONTRACTORS. AND SUBCONTRACTORS R/W RIGHT OF WAY SHALL COMPLY WITH THE • "OCCUPATIONAL SAFETY" AND HEALTH. REGULATIONS" OF THE ' US STD STANDARD DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL ST STREET RELATIONS 'CONSTRUCTION SAFETY ORDERS'. THE CML ENGINEER -SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS STA STATION AND ORDERS. S/W SIDEWALK PB PULLBOX i lNATE ENGINEERS NOTICE -TO CONWCTM TC TOP OF CURB ELEVATION TB TOP OF BERM ELEVATION THE EXISTENCE AND APPROXIMATE LOCATION OF ANY. UNDERGROUND UTILITIES OR - EXISTING RIGHT-OF-WAY STRUCTURES• SHOWN ON THESE PLANS ARE OBTAINED BY. A SEARCH "OF AVAILABLE RECORDS. -TO - THE BEST. OF OUR KNOWLEDGE,. THERE ARE NO EXISTING 'UTNTIES EXISTING CENTERLINE OR STRUCTURES EXCEPT AS SHOWN. ON THESE. PLANS.'. THE ENGINEER. ASSUMES NO .0 EXISTING SEWER MANHOLE 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 . 0- EXISTING STORMDRAIN MANHOLE FOR NO11F1fINGALL UTILITY AND IRRIGATION COMPANIES .PRIOR*TO: WORK ON. EXCAVATION TO DETERMINE EXACT LOCATION :OF ALL ONES AFFECTING THIS WORK'. WHETHER. OR :NOT - ��-���_Y=: SHOWN- HERON, AND FORANY•: DAMAGE. OR PROTECTION OF THESE UNES. THE CONTRACTOR ' SHALL CALL IN A LOCATION' REQUEST TO, UNDERGROUND SERVICE ALERT (U.SA.) PROPOSED ASPHALT CONCRETE PHONE 1=800' 227-2600 TWO. (2) WORKING DAYS. PRIOR TO DIGGING: N0. CONS. RUCTION . PERMIT ISSUED BY. PUBLIC WORKS DEPARTMENT. SfiALL BE VAUD INVOLVING UNDERGROUND; FACILITIES . UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION- NUMBER ISSUED BY U.SA. ' REMOVE EXISTING ASPHALT CONCRETE CALTRANS PERMIT #:'08_04-N Pt,ANNINO ■ DESIOr 0 CONSTRUCTION COSUM nO CITY OF FONTANA, CALIFORNIA oNT'ARIo, cmr-oRMA 91764-5992 fWF ON68LON FAX 909bBt0% rtww.RBF.com DRAWN BYE EAST AVENUE scALE� N $ U LTI N G DESIGNED BYI STREET DENING PROJECT V RIZI AS NOTED WI CLC EAST AVENUE FROM E AVENUE. TOAPPOO)MATELY ERTI AS NOTED CHECKED BYI W f LY OF %#ELI E AVENUE DATEi 12/.29/04. . f2 -2q- oq-wn#.sH PROJECT MANAGER DATE: P65 ND. APPR�V :: DR. '. NE.. SHEET . NO. REGISTERED CIVIL. ENGINEER 100112 ' � I CITY EN ER . RCE . Q. 51152. .3703 1 oF 4