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Home My WebLink About3128-1n n U-) 0 Ln 0 011 0 0 Nt 0 o� 75 0 I- U) S m 75 0 0 0 0 i 0 n Q _U n 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, 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 CITE 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 AVAILI�RLE 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, CLEANOUT 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 DRIVEWK 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 ON i 0 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 RE -WORKING 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. ACTUAL THICKNESS OF A.C. PAVEMENT AND/ OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 24. 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. 25. 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. 26. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 27. 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. 28. 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. 29. 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. 30. 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. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR OLEANDER AVE. /CITRUS AVE. PAVEMENT REHABILITATION PROJECT NO. SB -32-02 BASELINE AVE. CURB FACE TC TOP OF CURB ELEVATION FL FLOW LINE ELEVATION FS FINISH SURFACE ELEVATION HP LLi LP LOW POINT TB TOP OF BERM ELEVATION GB GRADE BREAK BCR BEGIN CURVE RETURN Q END CURVE RETURN BW BACK OF WALK ELEVATION EP EDGE OF PAVEMENT AC ASPHALT CONCRETE LIP LIP OF GUTTER - - EXISTING RIGHT-OF-WAY - EXISTING CENTERLINE MILLER AVE. CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 34. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 6 Cn TO STA. 19+50 EXCEED 25 MILES PER HOUR. 35. THE CONTRACTOR SHALL REPLACE THE °S" IN THE FACE OF THE CURB AT ANY SEWER 7 OLEANDER AVE. STA. 19+50 TO STA. 45+00 LATERAL, IF CURB REMOVED AND REPLACED AT THAT LOCATION. 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADE'S, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION g OLEANDER AVE. STA. 45+00 TO STA. FOOTHILL BLVD 13 OF THE CIN TRAFFIC ENGINEER. REPLACE ALL EXISTING STRIPE AND PAVEMENT MARKINGS WITH THERMOPLASTIC UNLESS OTHERWISE DIRECTED. "RR°`" B`"°. PROJECT 9 OLEANDER AVE. STA. 70+50 TO STA. 89+18 37. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS LOCATION AIUWUNK RNUKMW AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY MERRIL AVE. 10 OLEANDER AVE. STA. 100+00 TO s-rA. 113+99 RANDALL AVE. Ic Lj Li Li Q a a SAN BERNARDINO AVE. 0 VALLEY BLVD. �o COUNTY OF SAN BERNARDINO VICINITY MAP NTS LEGEND: CF CURB FACE TC TOP OF CURB ELEVATION FL FLOW LINE ELEVATION FS FINISH SURFACE ELEVATION HP HIGH POINT LP LOW POINT TB TOP OF BERM ELEVATION GB GRADE BREAK BCR BEGIN CURVE RETURN ECR END CURVE RETURN BW BACK OF WALK ELEVATION EP EDGE OF PAVEMENT AC ASPHALT CONCRETE LIP LIP OF GUTTER - - EXISTING RIGHT-OF-WAY - EXISTING CENTERLINE UTUTY CONTACTS: ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA. 92335 (909) 357-6106 ATTN: RENEE CASTNER NOTE: CONTACT 1 MONTH BEFORE CONSTRUCTION; SCE TO ADJUST VAULTS. HIM SOUTHERN CALIFORNIA GAS CO. 1918 LUGONIA AVE. REDLANDS, CA. 92374 (909) 335-7508 (909) 335-7948 PLANNER EMERGENCIES: (800) 427-2200 WATER FONTANA WATER COMPANY 8440 NUEVO AVE. FONTANA, CA. 92335 (909) 822-2201 ATTN: JIM CHAPMAN SHEET INDEX 1 TITLE SHEET 2 TYPICAL SECTIONS TELEPHONE PACIFIC BELL 3939 E. CORONADO ST. ANAHEIM, CA. 92807 (714) 666-5500 ATTN: LARRY SIGNAIGO NOTE: CONTACT 2 WEEKS PRIOR TO CONSTRUCTION. PACIFIC BELL WILL ADJUST MANHOLES. SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92335 (909) 350-6731 ATTN: KIM CHITWOOD NOTE: NON -FEE PERMIT REQ'D BEFOREE CONSTRUCTION. CABLE CO. ADELPHIA COMMUNICATIONS 1260 DUPONT ST. ONTARIO, CA. 91761 (909) 975-3342 31. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 3 CITRUS AVE. STA. 10+00 TO 32+50 WITHOUT OBTAINING A SEPERATE PERMIT FOR THAT PURPOSE. 32 THE CONTRACTORMARKSSHALL NUMEMENGMN ERME� 4 SURVEY M�E NOT DISTURB ENO 4 CITRUS AVE. STA. 32+50 TO 56+50 IES OR BENCH WITHOUT PRIOR FICATIOCI 33. THE TARACCESS LOCAL RESIDENTS AND BMESESNETTHE SHALL M12 5 CITRUS AVE. STA. 56+50 TO 63+05 BEBE MAINTAINED ATOR FOOT UNE SHALLAINTAIN AT ALL TIMES. MINIMUM ALL CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 34. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 6 OLEANDER AVE. STA. 10+00 TO STA. 19+50 EXCEED 25 MILES PER HOUR. 35. THE CONTRACTOR SHALL REPLACE THE °S" IN THE FACE OF THE CURB AT ANY SEWER 7 OLEANDER AVE. STA. 19+50 TO STA. 45+00 LATERAL, IF CURB REMOVED AND REPLACED AT THAT LOCATION. 36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADE'S, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION g OLEANDER AVE. STA. 45+00 TO STA. 70+50 OF THE CIN TRAFFIC ENGINEER. REPLACE ALL EXISTING STRIPE AND PAVEMENT MARKINGS WITH THERMOPLASTIC UNLESS OTHERWISE DIRECTED. 9 OLEANDER AVE. STA. 70+50 TO STA. 89+18 37. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 10 OLEANDER AVE. STA. 100+00 TO s-rA. 113+99 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 REVISIONS ENGR'SI DATE APPROVAL ''[Ty DA 17L APFROVAL I KARL R! IPP 1� No. 42868 t\ %414!\ r SIGNINC, STRIPING, + LOOP REPLACEMENT GENERAL NOTES: 1. ALL WORK MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING, STRIPING, AND LOOP REPLACEMENT SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA, AND THE 1999 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE REPLACED BY THE CONTRACTOR, EXCEPT AS NOTED ON THESE PLANS. 3. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYO THERMOPLASTIC. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL ATALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER DETAIL "A" SHOWN HEREON. 10. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY WET SANDBLASTING METHOD. 11. ALL PROPOSED SCHOOL SIGNS SHALL BE LIME -GREEN COLOR. 12. AS SHOWN ON PLANS, CENTERLINE STRIPING SHALL CONSIST OF DETAIL 2 STRIPING BETWEEN INTERSECTIONS AND SHALL END AT INTERSECTIONS WITH 50' OF DETAIL 22 STRIPING PER DETAIL "A" SHOWN HEREON. 13. INSTALL BLUE TWO-WAY REFLECTIVE PAVEMENT MARKERS AT EACH FIRE HYDRANT. 14. TRAFFIC SIGNAL LOOPS SHALL BE TYPE E AND SHALL BE CENTERED IN THE TRAVEL LANE. LIMIT LINE LOOPS SHALL BE INSTALLED TWO(2) FEET INTO THE LIMIT LINE. TRAFFIC STRIPING SHALL BE INSTALLED AND LOCATION OF PROPOSED TRAFFIC LOOPS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. DAVID E VA N S ® AND ASSOCIATES 1.NC. 800 North Haven 'venue, Suite 300 Ontario Califr-nia 91764 Phone: Pr .j.481.5750 ml, !,U I k_1 I :�l Z-1 1 imm a 1 1"Jiginj z- OATS: U 50' NOTICE TO CONTRACTORS 10' D ETI L "A" NOT TO SCALE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSABILITY 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 LIABILTY 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 U.S. 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. 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 SHOEN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 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 FACILTIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. ILK 'n1 IT CITY OF FONTANA, CALIFORNIA DRAWN BY: SCALE: MMS OLEANDER AVE/CITRUS AVE HORI7: NO SCALE DFSiGNED BY: FAVEMENT REHABILITATION VERT: No SCALE cxco IrHECKED BY: TITL EET DATE: JKR 04/15/02 JOB N0. DR. N0. SHEET N0. FONT0006 a'PROV'cD NG CIN ENGINEER RCE N0. 51152 3128 1 OF 10