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Home My WebLink About5518-1GENERAL 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 RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. 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. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 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 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 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. 12. 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. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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. 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE 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 NEITHER ASSUMES ANY 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 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. CITY OF FONTANA STREET IMPROVEMENT PLANS DUNCAN CANYON ROAD - PHASE 2 GENERAL NOTES CONT. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. 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. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 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. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. L L ------- --------------- I I` ---------------- INDEX MAP SCALE -.l"=200' WILY S'LY R/W R/W I FUTURE IMPROVEMENTS CONSTRUCTION NOTES 0 CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 401. O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). O CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000. O CONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. PLAN 403. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O CONSTRUCT 8" TO 6" CURB FACE P.C.C. CURB TRANSITION. O INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (165 WATTS) PER CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. 10 CONSTRUCT 4"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 400. 11 REMOVE EXISTING BARRICADE. 12 PAVE AROUND MANHOLE RIM AND COVER. 13 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. AND DETAIL ON THIS SHEET. 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001. 15 ADJUST WATER VALVE TO GRADE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.), PHONE NUMBER 1-800-227-2600 TWO WORKING DESCRIPTION 1 STREET IMPROVEMENT TITLE SHEET 2-3 DUNCAN CANYON ROAD PLAN AND PROFILE R/W RIGHT OF WAY DAYS BEFORE DIGGING. NO CONSTRUCTION PERMIT, ISSUED BY THE PUBLIC WORKS DEPARTMENT, SHALL BE VALID BEG. VERTICAL CURVE TAN. 108' B.W. BACK SIDEWALK T.C. TOP OF CURB INVOLVING UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY THE LANDSCAPE LOT W WIDTH C.L. CENTERLINE V U.S.A. AT ARBORETUM S.P. 1 0' 12' 42' CL E.P. 42' 13' 12' 10' THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS 590.69 INDICATES PROPOSED ELEVATION 8 6 8 20 13 9'_ INDICATES FUTURE ELEVATION 9 13 20 y y 8 6 , 8 FINISH SURFACE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT PROP. AC PAVEMENT G.B. GRADE BREAK D AC PAVEMENT H.P. HIGH POINT REMOVAL INV. INVERT O.C. ON CURVE ® GRIND P.C.C. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL 2:1 MAX. 2% MIN. EDGE OF PAVEMENT COMPANY 11464 TELEGRAPH ROAD COMPANY 2% MIN. 16231 VALLEY BLVD. SANTA FE SPRINGS, CA 90670 30' FONTANA, CA 92335 PHONE: 714.666.5415 DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR _-::C2:1 MAX. FUTURE PHONE: 909.428.8411 EXIST. MED. CURB ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 2:1 MAX. --\", 27. _ _ _GROUND _ 2:1 MAX _ 2% THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7 _ - _ , 6 � CONC. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER FUT. SIDEWALK FUT. AC J PAVEMENT FUTURE PROP. AC SIDEWALK PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER MED. CUPT PAVEMENT 3 O OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR FUT. CURB 1' DEEP & GUTTER DIRT CONC. CURB SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. SWALE SHOULDERO & GUTTER 0 CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. TYPICAL SECTION THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO DUNCAN CANYON ROAD ORE SES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE REQUESTED IN WRITING AND MUST BE APPROVED BY ENG T.I. = 10.0 QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES. 0 0 N I I w Q U cn 6" WIDE NATI CONCRETE NATURAL CO 3/16 PAVING DEPTH REBAR PER CITY STANDARD .DEC M NO SCALE PROVIDE 24" SQUARE SAW -CUT GRID PER DETAIL BELOW 13 ENHANCED HC RAMP DETAIL SCALE :1' - 20' QUANTITIES 30,200 S.F. 1,227 TONS 935 L.F. 6,600 S.F. 150 L.F. 1,278 S.F. 3 EA. 110 L.F. 2 EA. 1 EA. 1,230 S.F. 31 TONS 35 L.F. 32 S.F. 1 EA. 1 EA. 1 EA. VICINITY MAP NOT TO SCALE SHEET INDEX SHEET NO. DESCRIPTION 1 STREET IMPROVEMENT TITLE SHEET 2-3 DUNCAN CANYON ROAD PLAN AND PROFILE R/W RIGHT OF WAY lR*f_ :Q j A.C. ASPHALTIC CONCRETE (R) RIDGE LINE B.C. BEGIN CURVE R/W RIGHT OF WAY B.V.C. BEG. VERTICAL CURVE TAN. TANGENT B.W. BACK SIDEWALK T.C. TOP OF CURB C.B. CATCH BASIN W WIDTH C.L. CENTERLINE V VERTICAL DEPTH E.C. END CURVE (590.69) INDICATES EXISTING ELEVATION E.P. EDGE PAVEMENT 13' E.G. EDGE GRADE 590.69 INDICATES PROPOSED ELEVATION E.V.C. END VERTICAL CURVE [590.69] INDICATES FUTURE ELEVATION F.L. FLOW LINE y y INDICATES SLOPE 2:1 F.S. FINISH SURFACE PROP. AC PAVEMENT G.B. GRADE BREAK D AC PAVEMENT H.P. HIGH POINT REMOVAL INV. INVERT O.C. ON CURVE ® GRIND P.C.C. PORTLAND CEMENT CONCRETE 1 % - EDGE OF PAVEMENT 1z PAVING AROUND MANHOLE RIM +COVER NTS a - Lo >_ LIST FUTURE LLLL SEWER: CABLE: WATER - LLLLLL LLLLLL LLLLLL LLLLL MANHOLE WEST VALLEY WATER DISTRICT (TYP) COVER 1 1z PAVING AROUND MANHOLE RIM +COVER NTS DUNCAN CANYON ROAD TYPICAL SECTION (N.T.S.) AT MEDIAN LEFT TURN LANE ENGINEER: MADOLE AND ASSOCIATES, INC. CONSULTING a& E"EE IS AND LAND PLANNERS 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA 91730 PHONE: 909.481.6322 CONTACT. MARK BERTONE OWNER/DEVELOPER NORTH FONTANA INVESTMENT CO., LLC 1156 N. MOUNTAIN AVE. UPLAND, CA 91786-0670 PHONE: 909.985.0971 CONTACT- STACEY SASSAMAN i CITY OF FONTANA UTILITY NOTIFICATION LIST FUTURE SEWER: CABLE: WATER - CITY OF FONTANA TIME WARNER CABLE WEST VALLEY WATER DISTRICT 30' CL 8353 SIERRA AVENUE 1205 DUPONT AVENUE 855 W. BASELINE ROAD LANDSCAPE 13' VARIES FONTANA, CA 92335 ONTARIO, CA. 91761 RIALTO, CA 92377 LOT 4 -12'. PHONE: 909.350.6632 PHONE: 909.390.4738 PHONE: 909.875.1361 PROP. AC PAVEMENT p' -g' FU T. AC PAVEMENT GAS- TELEPHONE: ELECTRIC ?% SOUTHERN CALIFORNIA GAS AT&T SOUTHERN CALIFORNIA EDISON 2:1 MAX. � 2% 1 % - COMPANY 11464 TELEGRAPH ROAD COMPANY 2% MIN. 16231 VALLEY BLVD. SANTA FE SPRINGS, CA 90670 7951 REDWOOD AVE. FONTANA, CA 92335 PHONE: 714.666.5415 FONTANA, CA. 92336 _-::C2:1 MAX. FUTURE PHONE: 909.428.8411 PHONE: 909.357.6221 MED. CURB DUNCAN CANYON ROAD TYPICAL SECTION (N.T.S.) AT MEDIAN LEFT TURN LANE ENGINEER: MADOLE AND ASSOCIATES, INC. CONSULTING a& E"EE IS AND LAND PLANNERS 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA 91730 PHONE: 909.481.6322 CONTACT. MARK BERTONE OWNER/DEVELOPER NORTH FONTANA INVESTMENT CO., LLC 1156 N. MOUNTAIN AVE. UPLAND, CA 91786-0670 PHONE: 909.985.0971 CONTACT- STACEY SASSAMAN i