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Home My WebLink About5735-2GENERAL 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 ENGINEER 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 START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN THE 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 OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFTY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT 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. LOCATIONS OF PUBLIC 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 IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFOR EXCAVATION. 11. THE CONTRACTOR 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, STROM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY 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 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 CONTRUCTION 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 CONTRUCTION 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 NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURNING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 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 STANDARDS 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. Know what's below. Call before you dig. JOB $: 101-1 GENERAL NOTES CONT.): 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITES 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 TESTED 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. WILY R/W 60, 12' IMPROVEMENTS OCCUR AT STA. 24+84 TO 27+60 REVISION. .- N' LY R/W I_ RIGHT -OF -WA 36'OR4', CURB AND GUTTER 34' OR 45' PROPOSED EDGE OF PAVEM 2' OR 13' 2', 1 11' 5=0.003 Z_ - LEGEND: EXISTING SIDEWALK �/7 EXISTING AC PAVEMENT 0 PROPOSED SIDEWALK PROPOSED CURB PROPOSED AC 6.5" PAVEMENT ® PROPOSED AC 2" OVERLAY gNM PROPOSED LANDSCAPING S'LY 41.25'-65' R1 IGHT-OF-WAY 7' EXISTING CURB AND GUTTER 45' EXISTING EDGE OF PAVEMENT 4' 12'I 11' 1 PER LANDSCAPE IMPROVEMENTS 10n - 0.0445 111ZZ7 TYPICAL SECTION - NORTH TURN POCKET N.T.S. 41.25' TO 60' 60'-70' S' LY R/W RIGHT-OF-WAY RIGHT-OF-WAY 36' 47' 12' EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSEC I 34.5' OR 36' 45' SIDEWALK EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT 10' 2' 14' 2' 11' 2° 7' 7' 7' V I S_O.0034 - 10•pa•+� % /I v S10.0131 _ 0.0445 L::[1z _Z 1 Li 2 PER LANDSCAPE IMPROVEMENTS TYPICAL SECTION - FULL MEDIAN N.T.S. N' LY R/W I 50' OR 60' RIGHT-OF-WAY 36' EXISTING CURB AND GUTTER 34.5' OR 36' EXISTING EDGE OF PAVEMENT in, !- 5=10.0034 - 0.0447 60' RIGHT-OF-WAY 47' CURB AND GUTTER 45' EXISTING EDGE OF PAVEMENT 11' 5=0.0131 - 0 044.5 T11Z12 PER LANDSCAPE IMPROVEMENTS TYPICAL SECTION - SOUTH TURN POCKET N.T.S. TKE ENGINEERING, INC. e 2305 CHICAGO AVENUE _y y RIVERSIDE, CA 92507 z (951) 680-0440 Exp.9-3.9-30-98 1EIIIN FAX (951) 680-0490 / CIVIv CAL%f TERR`Y M. RE14NER R.C.E. No. 69984 EXPIRES: 9-30-18 12' IMPROVEMENTS OCCUR AT STA. 31+23 TO 34+19t STA. 39+00 TO 44+20t S' LY R/W I IMPROVEMENTS OCCUR AT STA. 34+49f TO 37+01t STREET IMPROVEMENTS FOOTHILL BOULEVARD OLEANDER AVENUE TO 600' EAST OF CYPRESS AVENUE STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES: �1 CONSTRUCT 8" CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000. . . . . . . . . . . 3,674 LF 2O CONSTRUCT 6.5" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' MINIMUM OF 95% COMPACTED NATIVE SUBGRADE.. . . . . . . . . . . . . . . . . . . . . . 1,103 TONS O3 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY. . . . . . . . . . . . . . . . .836 TONS 4O CONSTRUCT ELECTRICAL AND IRRIGATION CONTROL PIPE SLEEVE FROM MEDIAN ISLAND TO MEDIAN ISLAND OR BEHIND CURB FACE. SEE ELECTRICAL PLANS FOR PIPE DIAMETER, CABLE GAUGES AND LOCATION OF ELECTRICAL METER.. . . . . . . . . . . . . . . . . . . . . . .700 LF 5O CONSTRUCT 6" SCH.40 PVC CONDUIT FROM MEDIAN ISLAND TO MEDIAN ISLAND OR BEHIND CURB FACE .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .700 LF O6 CONSTRUCT 4" CURB ADJACENT SIDEWALK WIDTH AS NOTED PER CITY OF FONTANA STANDARD PLAN NO. 1006.. . . . . . . . . . . . . . . . . . . . . . . . 13,680 SF O7 CONSTRUCT 18" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D-LOAD.. 94 LF O8 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010.. . . _ . . . 1 EA O9 CONSTRUCT 7' CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA STANDARD PLAN NO.'S 3003, CASE B, AND 3004.. . . . . . . . . . . . . . . 1 EA 10 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000. 224 LF 11 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000, MODIFY GUTTER WIDTH TO 2.0... . . . . . . . . . . . . . . . . . . . . . . . 786 LF 12 ADJUST TO GRADE AND OR RELOCATE PER PLAN EXISTING WATER METER BY FONTANA WATER COMPANY. CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR ADJUSTMENTS.. . . . . . . 4 EA 13 CONSTRUCT PCC DRIVE APPROACH PER CITY OF FONTANA STANDARD PLAN NO. 1002. . . . . 1,007 SF 14 CONSTRUCT PCC CURB RETURN ACCESS PER CITY OF FONTANA STANDARD PLAN NO. 1003 . . . . Z436 SF 15 CONSTRUCT PCC CURB RETURN ACCESS PER CITY OF FONTANA STANDARD PLAN NO. 1004, MODIFY RAMP TO ONE DIRECTION ONLY.. . . . . . . . . . . . . . . . . . . . .378 SF 16 INSTALL "GOLETA" DECORATIVE LED STREET LIGHT POLE (165 WATT, ACTUAL) AND TEARDROP FIXTURE PER FOOTHILL COORIDOR PLAN AND CITY STANDARD #404 (CASE 3), INCLUDING UNDERGROUNDING EXISTING ELECTRICAL FACILITIES. CONTRACTOR TO COORDINATE WITH SOUTHERN CALIFORNIA EDISON FOR REMOVALS AND CONSTRUCTION.. . . . . . . . . . . . . . . . . . . . . . . .7 EA 17 CONSTRUCT GUY WIRE EXTENSION ARM (QUEEN POLE) FOR PEDESTRIAN ADA ACCESSIBILITY CONTRACTOR TO COORDINATE WITH SOUTHERN CALIFORNIA EDISON FOR CONSTRUCTION.. (BY. OTHERS). . . . . . .1 EA 18 RELOCATE NEWS PAPER BOX . . . . . . . . . . . . . . . . . . . . . . . . .1 EA 19 CONSTRUCT 3" OF ASPHALT CONCRETE PAVEMENT OVER 6"' MINIMUM OF 95% COMPACTED NATIVE SUBGRADE.. . . . . . . . . . . . . . . . . . . . . . . .321 SF 20 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000.. . . . . . .20 LF 21 CONSTRUCT 8" TO 6" CURB AND GUTTER TRANSITION PER CITY OF FONTANA STANDARD PLAN NO. 1000.. . . . . . . . . . . . . . . . . . . . . . . . . .10 LF 22 FONTANA WATER COMPANY TO CONSTRUCT WATER METER AND HOT TAP.. . . . . . . . . . . 1 EA 23 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022.. . . . . . . . . 2 EA DEMOLITION NOTES: O1 REMOVE ASPHALT CONCRETE PAVEMENT AND SUBGRADE AS REQUIRED. . . . . . . . . . .7,285 SF 22 REMOVE EXISTING STREET LIGHT AND/OR POLE (BY OTHERS), AND UNDERGROUND EXISTING ELECTRICAL .9 EA SERVICE. 33 REMOVE AND RELOCATE STREET SIGN PER SIGNING AND STRIPING SHEET.. . . . . . . . . . .4 EA 44 REMOVE AND RELOCATE NEWS PAPER BOX .. . . . . . . . . . . . . . . . . . . . .1 EA 55 RELOCATE OR ADJUST EXISTING WATER METER .. . . . . . . . . . . . . . . . . . . .4 EA OMODIFY EXISTING GUY WIRE AND ANCHOR TO PROVIDE ADA ACCESSIBILITY AROUND POWER . . .1 EA POLE (BY OTHERS). CONTRACTOR TO COORDINATE ADJUSTMENTS WITH SOUTHERN CALIFORNIA EDISON. 77 REMOVE AND RELOCATE TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN.. . . . . . . . . . .1 EA 88 REMOVE EXISTING BUILDING FOUNDATION AS NEEDED TO CONSTRUCT PROPOSED IMPROVEMNTS_ 820 SF 99 REMOVE TREE STUMP .. . . . . . . . . . . . . . . . . . . . . . . . . . . .1 EA 10 REMOVE EXISTING PALM TREE .. . . . . . . . . . . . . . . . . . . . . . . . .2 EA 11 REMOVE EXISTING CURB AND/OR GUTTER .. . . . . . . . . . . . . . . . . . . . 617 SF 12 REMOVE EXISTING HEADWALL AND CULVERT STRUCTURE (PLUG .AND ABANDON). AS NEEDED . . . . . .1 LS TO CONSTRUCT PROPOSED IMPROVEMENTS. 13 REMOVE AND REPLACE EXISTING LANDSCAPE AND IRRIGATION AS NEEDED TO CONSTRUCT.. .1 LS 0 14 REMOVE EXISTING CATCH BASIN AND LATERAL (PLUG AND ABANDON) AS NEEDED TO CONSTRUCT. . . .1 LS PROPOSED IMPROVEMENTS. 15 REMOVE EXISTING PCC SIDEWALK.. . . . . . . . . . . . . . . . . . . . . 1,802 SF 16 REMOVE EXISTING PCC OR AC DRIVEWAY .. . . . . . . . . . . . . . . . . . . . 936 SF 17 REMOVE EXISTING PCC CURB RAMP.. . . . . . . . . . . . . . . . . . . . . 1,514 SF O 18 PROTECT IN PLACE AS NOTED .. . . . . . . . . . . . . . . . . . . . . . . . .1 LS 19 COLD PLANE EXISTING ASPHALT. CONCRETE PAVEMENT. 2". DEEP .MINIMUM, . . . . . . . . . .41,083 SF WIDTH/LIMITS PER PLAN. 20 ADJUST EXISTING ELECTRIC BOX. (BY OTHERS). . . . . . . . . . . . . . . . . . . 1 EA 21 SAWCUT AND REMOVE EXISTING CULVERT AND/OR DOWN DRAIN STRUCTURE AS NEEDED . . . . . . 1 LS TO CONSTRUCT PROPOSED IMPROVEMENTS. CAP/PLUG EACH OPEN END OF EXISTING INLET/OUTLET AND SLURRY FILL INSIDE STORM DRAIN PIPE. 22 REMOVE AND REPLACE TRAFFIC SIGNAL LOOPS.. . . . . . . . . . . . . . . . . . .12 EA 23 REMOVE ASPHALT CONCRETE PAVEMENT, UNDERLYING PCC CONCRETE PAVEMENT AND. .33,918 SF SUBGRADE AS REQUIRED. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED DRAYNN BY SCALE: FORTH IN A DILIGENT MANNER, THE CITY SAF FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS AS SHOWN ENGINEER MAY REQUIRE REVISIONS TO DESGM By NOTES AND SECTIONS DATE THE PLANS TO BRING THEM INTO TMR - SEP. 2018 CONFORMANCE WITH CONDITIONS AND CHEOU BY; APPROVED , - DATE RA NO.: 2/ STANDARDS IN EFFECT. TMR /* • /,S 5735 8 CRY FNGINFFR o r c u.. as l me