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Home My WebLink About3859-1V) C) C) 0 11 C) C1 C) Ld 1_� V) n Ld ::E LLJ 0 Ctf D_ :E V) 11� V) LLJ bi V) V) CL LIJ 0 CK 0- :E LLI Ld V) 111� 0 3: C) I -e" C) LLj 0 C) C) C) 14- C) C) C) 0 0 LL_ I---' In E 0 - to C) Lo C) C14 C) STREET 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, ADJ.USTMENTS, 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 fO 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 1-800 227-2600 28. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REPERENCE 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 LANE 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, BARRICADES, 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. IMPROVEMENT OONSTRUCIM NOTES NOT USED Q NOT USED COLD MILL 0.17' EXIST. AC CONSTRUCT 0.17' AC OVERLAY ADJUST EXIST VALVE COVER TO GRADE ADJUST EXIST MANHOLE TO GRADE (D PROTECT IN PLACE NOT USED PULVERIZE 0.25'± EXIST AC @ PLACE 0.25' PULVERIZED MATERIAL COMPACTED TO 95% CONSTRUCT 0.33' AC PAVEMENT N0110E TO OONTRACTORS 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 HEALTH 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. CITY OF FONT- ANA -PLANS STREET 1W,,r7R0VEM"NT SANTA ANA AVENUE PAVEMENT REHABILITATION PROJECT NO. SB�09�016 TO !--15 '-SLOVER A -VE, SWA AVE SA� I A AN'A ;A, E_ . . . . . . . . . WIN! (11A,, U-1 Uj > < _J Lo L*IUA WJ L0 W Of Z11 __ )p, AlE, + CLAR --j 11 "ILM11A VICINITY MAP NTS STREET IMPROVEMENT STRIPING NOTES INSTALL 4" DOUBLE YELLOW THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20A, DETAIL 22. INSTALL 4" DASHED WHITE THERMOPLASTIC LANE STRIPE. PER CALTRANS STD. PLAN NO. A20A, DETAIL 12. INSTALL 4" WIDE SOLID WHITE THERMOPLASTIC STRIPE. INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC STRIPE. INSTALL WHITE THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A AND AS SHOWN. INSTALL WHITE THERMOPLASTIC TYPE I PAVEMENT ARROW PER CALTRANS STD. PLAN NO. A24A. INSTALL WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NO. A24C & A241D. PAINT 4" WIDE- SOLID WHITE EDGE LINE, PER CALTRANS STD. PLAN NO. A20B, DETAIL 27B. INSTALL 81' WHITE THERMOPLASTIC LINE, PER CALTRANS STD. PLAN NO. A20D, DETAIL 38. N__ PROTECT EXIST CITY SIGN AND POST IN PLACE. REMOVE EXIST (N-5 RED REFLECTOR) AND REPLACE IN KIND. INSTALL TWO (2) ADDITIONAL N-5 RED REFLECTOR SIGNS AND POSTS SPACED EVENLY BETWEEN EXIST SIGN AND CURB FACE. CORE SAMPLE DATA FOR SANTA ANA AVENUE CORE # STATION AC THICKNESS (IN.) 1 12+75 3.00 2 21+00 2.75 3 31+00 3.75 4 41+00 3.25 5 51+00 3.75 6 65+50 3.25 SHEETINDEX SHEET 1 TITLE SHEET AVENUE BCR SHEET 2 SANTA ANA AVE. STA. 10+00 TO 32+00 SHEET 3 SANTA ANA AVE. STA. 32+00 TO 56+00 SHEET 4 SANTA ANA AVE. STA. 56+00 TO 66+45 SHEET 5 SANTA ANA AVE. SIGNING AND STRIPING SHEET 6 SANTA ANA AVE. SIGNING AND STRIPING SHEET 7 SANTA ANA AVE. SIGNING AND STRIPING SHEET 8 TYPICAL SECTIONS HP HIGH POINT BENCHMARK: AT SANTA ANA AVE., CITY OF FONTANA #533 RR SPIKE IN PP# 1672536E. ELEV.: 1051.02 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THE CL OF SANTA ANA AVENUE (BETWEEN LIVE OAK AVE. AND POPLAR AVE.) OF N89 -45-33"E PER PARCEL MAP 5094, BOOK 47, PAGES 4 & 5 OF PARCEL MAPS OF COUNTY RECORDER OF SAN BERNARDINO COUNTY, CALIFORNIA. ABBREVIA11ONS/LEGEND: AC ASPHALT CONCRETE AVE. AVENUE BCR BEGIN CURB RETURN 13W 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 LMLITY CONTACTS: ELECTRI 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 REQD BEFORE CONSTRUCTION. MWD WASTEWATER METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA 700 N. ALAMEDA STREET, LOS ANGELES, CA 90012 (909) 776-2664 ATTN: MR. JOE MIRONE OR ISH SINGH AT (213) 217-6679 MH MANHOLE NRW NON -RECLAIMABLE EXIST 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 EXIST SEWER MANHOLE 0 EXIST STORM DRAIN MH 6GV 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 ONETECHNOLOGY 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 PRIVATE ENGINEERS N0110E TO CONTWCT-ORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWI! 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.