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HomeMy WebLinkAbout3673-1STREET 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 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 1-800 227-2600 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. STORM DRAIN 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"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE SOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREENBOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVISES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. 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 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR BEFORE EXCAVATION. 12. I HE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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 TwFgE 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. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR LOS CEDROS AVE., ALMERIA AVE., JACARANDA AVE., AND CHERIMOYA AVE. PAVEMENT REHABILITATION 0 w Z a w V) z V) S HIGHLAND w Q w m NALN UT AV E ASPHALT CONCRETE MH MANHOLE 2 CONSTRUCT 24" R.C.P. (1350-D) AVE. AVENUE NRW NON -RECLAIMABLE LLJ STORM DRAIN LATERALS SHEET BCR BEGIN CURB RETURN SHEET WASTEWATER 30 REMOVE EXIST. CMP RISER AND CONCRETE COLLECTOR AND CAP EXIST. BW BACK OF WALK ELEV PVMT PAVEMENT SHEET LATERAL. CHERIMOYA AVE. STA. 10+00 TO 21+00 CL CENTER LINT R PROJECT LOCATION BASELINE RD 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 25. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING F,;CILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE ='LANS. 26. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 27. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 28. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 29. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 30. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER. 32. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD HE CIT)�_ENGINE ed HT: f elle w Aw Irs R' s' Mal rl rr n' rs r O V_ Ui a 0 SHEET 11 SHEET 12 LOS CEDROS AVE WALNUT I INDEX MAP NTS STREET IMPROVEMENT CONSTRUCTION NOTES 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT O2 CONSTRUCT 4" AC OVER COMPACTED NATIVE O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1003 ® CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN 121 ("W" AND "V" PER PLAN) O5 REMOVE EXISTING CONCRETE WALK © CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 O7 CONSTRUCT AC RAMP PER DETAIL "B" ON SHEET 2 ® REMOVE EXISTING CURB AND GUTTER O9 REMOVE EXISTING TREE 10 PROTECT IN PLACE 11 RELOCATE EXISTING MAIL BOX PER DETAIL "A" ON SHEET 2. 12 REMOVE EXISTING CONCRETE DRIVEWAY 13 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 102 14 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN NO. 136 15 CONST. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1007 16 ADJUST WATER METER BOX TO GRADE 17 CONSTRUCT 6" RETAINING CURB PER CITY OF FONTANA STD. PLAN 1007 18 CONSTRUCT CROSS GUTTER (STD) PER CITY OF FONTANA STD. PLAN 104 19 REMOVE EXISTING FENCE �0 CONSTRUCT CHAIN LINK FENCE PER APWA STD. PLAN 600-1 21 RELOCATE EXISTING FENCE TO R/W PER STD. PLAN 600-1 ADJUST VALVE COVER TO GRADE �3 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2 ® LOCAL DEPRESSION PER DETAIL ON SHEET 3 AND 4. �5 REMOVE EXISTING WALL IN THE R/W © PROTECT EXISTING WALL IN PLACE SAWCUT AND REMOVE EXISTING PVC DRAIN PIPE. INSTALL 4" PVC DRAIN PIPE INTO CURB AND GUTTER FLOWLINE. ABBREVIATIONS/LEGEND ® CUT, CAP AND REMOVE EXISTING IRRIGATION SYSTEM WITHIN WORK AREA AC ASPHALT CONCRETE MH MANHOLE 2 CONSTRUCT 24" R.C.P. (1350-D) AVE. AVENUE NRW NON -RECLAIMABLE 4 STORM DRAIN LATERALS SHEET BCR BEGIN CURB RETURN SHEET WASTEWATER 30 REMOVE EXIST. CMP RISER AND CONCRETE COLLECTOR AND CAP EXIST. BW BACK OF WALK ELEV PVMT PAVEMENT SHEET LATERAL. CHERIMOYA AVE. STA. 10+00 TO 21+00 CL CENTER LINT R RADIUS 31 CONSTRUCT CMP RISER INLET STRUCTURE PER DETAIL ON SHEET 7. CONST CONSTRUCT RR RAILROAD 30 INSTALL 6" STEEL POST PER CITY OF FONTANA STD. DET. 142. CF CURB FACE RT RIGHT C&G CURB & GUTTER R/W RIGHT OF WAY SIGNING AND STRIPING NOTES: DWG DRAWING STD STANDARD ❑1 INSTALL R1 SIGN PER CITY OF FONTANA STD. PLAN 139. DWY DRIVEWAY ST STREET DR DRIVE STA STATION ❑2 RELOCATE W17 SIGN PER CALTRANS TRAFFIC MANUAL. ECR END CURB RETURN SWK SIDEWALK INSTALL THERMOPLASTIC 4" DOUBLE YELLOW STRIPE PER CALTRANS ELEV ELEVATION TC TOP OF CURB ELEV STD. PLAN A20A, DETAIL 22 (50 LF). EP EDGE OF PAVEMENT TB TOP OF BERM ELEV F4 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS EXIST EXISTING TS TRAFFIC SIGNAL STD. PLAN A24E. FH FIRE HYDRANT VC VERTICAL CURVE APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS FL FLOW LINE ELEVATION SAWCUT & INSTALL LOOP STD. PLAN A24D. FS FINISH SURFACE ELEV SC DETECTORS PER PLAN © RELOCATE EXISTING SIGN PER CITY OF FONTANA STD. PLAN 139. GB GRADE BREAK ---EXIST RIGHT-OF-WAY HP HIGH POINT - EXIST CENTERLINE �j REMOVE EXISTING STRIPING BY SAND BLASTING METHODS AND REPLACE WITH THERMOPLASTIC STRIPING PER LIP LIP OF GUTTER EXIST SEWER MANHOLE CALTRANS STD. PLANS AS NOTED IN ITEMS 3, 4, AND 5. LP LOW POINT EXISTI STORM DRAIN MH ® RELOCATE STREET SIGN PER CITY OF FONTANA STD. PLAN 139. LT MOD. LEFT MODIFIED F9 RELOCATE R36 SIGN PER CALTRANS TRAFFIC MANUAL. UTILITY CONTACTS' ' 33 L AZ_ D,EP,4ESS/OrV PSR 041rA/L z -,K/ l/3 ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON PACIFIC BELL 7951 REDWOOD AVE. 3939 E. CORONADO ST. FONTANA, CA 923:5 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. 1918 LUGONIA AVE. REDLANDS, CA 92374 (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 CONSTRUCTIO-N. SEWER INLAND EMPIRE UTILITIES AGENCY 6075 KIMBALL AVE., BLDG B CHINO, CA, 91710 (909) 993-1693 ATTN: M. TAGHI MONZAVI WATER FONTANA WATER COMPANY 8440 NUEVO AVE. FONTANA, CA 92335 (909) 822-2201 ATTN: JIM CHAPMAN CABLE CO. ADELPHIA COMMUNICATIONS 1260 DUPONT ST. ONTARIO, CA 91761 (909) 975-3342 VERIZON 1400 E. PHILLIPS BLVD. POMONA, CA 91766 (909) 469-6343 ATTN: JERRY RUIZ PWATE 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 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 INQUIFY IDENTIFICATION NUMBER ISSUED BY U.S.A. SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS & DETAIL SHEET SHEET 3 STORM DRAIN LATERALS SHEET 4 STORM DRAIN LATERALS SHEET 5 ALMERIA AVE. STA. 2+76 TO 11 +00 SHEET 6 ALMERIA AVE. STA. 11 +00 TO 21 +00 SHEET 7 ALMERIA AVE. STA. 21+00 TO 25+10 SHEET 8 JACARANDA AVE. STA. 10+00 TO 21+00 SHEET 9 CHERIMOYA AVE. STA. 10+00 TO 21+00 SHFFT 1n JACARANDA AVE. & CHERIMOYA AVE STA. 21+00 TO 25+10 SHEET 11 LOS CEDROS AVE. STA. 11 +00 TO 21 +00 EETF LOS CEDROS AVE. STA. 21 +00 TQ 28+90 SOC L DEP�e S5 O I>Ej/.�/L.s HEET NO. e� 1 OFI' N O 0 z O 0 0 a. U w a a� (/) 0 U w 0 Q U 0 0 0 N 0 0 O 0 O O Z O a_ I E