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HomeMy WebLinkAbout3247-20 v v w D GENERAL NOTES CONSTRUCTION NOTES LIST OF ABBREVIATIONS SYMBOLS LEGEND 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, ANDO SAWCUT EXISTING PAVEMENT. AB AGGREGATE BASE STANDARD PLANS, THE CONTRACT PROVISIONS, AND THE STANDARD SPECIFICATIONS FINISH TO MATCH EXISTING CONCRETE. '^' =�• AC ASPHALT CONCRETE FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONSAPWA AMERICAN PUBLIC WORKS ASSOCIATION ' ' ''. • • • • • • • • AC PAVEMENT AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB O CONSTRUCT MIN. 6.5" AC PAVEMENT OVER 12" MIN. AT THE LOCATION OF THE SEWER LATERAL. OF 957. COMPACTED NATIVE SUBGRADE. AVE AVENUE • 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS BC BEGIN CURVE • . . . . . . . PCC PAVEMENT THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL O CONSTRUCT BUS BAY, CF=8", WITH 60' STORAGE BCR BEGIN CURB RETURN BEG. BEGIN "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO HAVE BEEN PLACED, INSPECTED, AND APPROVED. LENGTH PER CITY OF FONTANA STD. PLAN NO. 1014. BLVD BOULEVARD 95% COMPACTED NATIVE SUBGRADE THE CITY ENGINEER FOR RESOLUTION. OCONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF BM BENCHMARK 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED, AND APPROVED BACK OF WALK 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. PRIOR TO PAVING OF STREETS. FONTANA STD. PLAN NO. 1003. BW BW CURB AND GUTTER 90% COMPACTED NATIVE SUBGRADE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT O CONSTRUCT 8" PCC CURB PER CITY OF FONTANA STD. CB CATCH BASIN DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION, PRIOR TO THE START OF ANY PRIOR TO PLACEMENT. PLAN NO. 1003. CF CURB FACE DIA. DIAMETER . . . . . . . . RIVER ROCK WORK. INSPECTION COORD;:•1ATION SHALL BE REQUESTED AT LEAS' TWO (2) WORKING DWY DRIVEWAY DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO 6O CONSTRUCT MEDIAN OR BAY TAPER PER APWA STD. E EAST . . . . . . . . 95% COMPACTED CRUSHED AB LIMITS. CALL (909) 350-7610. REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS PLAN 140-2. SEE DETAIL 2 ON SHEET 7. PLY EASTERLY OVER 12" MIN. 95% COMPACTED TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. CONSTRUCT MEDIAN FLARE PER APWA STD. PLAN EC END CURVE NATIVE SUBGRADE 7O 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, AND ECR END CURB RETURN PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 32. ACTUAL THICKNESS OF AC PAVEMENT ELEV. ELEVATION OR BASE COURSE MATERIAL FOR AND/ 141-1. SEE DETAIL 3 ON SHEET 7. . . . . COLD PLANE AND OVERLAY LATEST NON-METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICALEP EDGE OF PAVEMENT EXISTING PAVEMENT ENGINEER. REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON 8� CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF EVC END VERTICAL CURVE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, COMPLETION OF ROUGH GRADING. FONTANA STD. PLAN NO. 1015, AND PER THE PLANS. EXIST. EXISTING O . . . . . . . . CONSTRUCTION NOTE DELINEATORS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP FS FINISHED SURFACE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION PER CITY OF FONTANA STD. PLAN NO. 1006. FT. FEET O CURVE DATA NOTE GB GRADE BREAK 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK OF PAVING. HP HIGH POINT . . . . . . . .DETAIL REFERENCE NOTE FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE 10 ADJUST MANHOLE AND VAULT TO GRADE (BY OTHERS). HPSV HIGH PRESSURE SODIUM VAPOR 1 . • • . . DETAIL NUMBER DIVISION OF INDUSTRIAL SAFETY. 34. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL INT. INTERSECTION SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO 11 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA INV. INVERT XX . . . . . . . . SHEET WHERE DETAIL IS LOCATED 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. STD. DETAIL 109. L LENGTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND, OR OTHER APPROVED LAT LATERAL . . . . . . . . CENTERLINE SYMBOL MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, 12 NOT USED. LD LOCAL DEPRESSION OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF L.F. LINEAL FEET .... • • • • • • . . SAWCUT/COLD PLANE LINE BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. THE CITY ENGINEER. 13 CONSTRUCT PCC MEDIAN NOSE PER DETAIL 2 ON LP LOW POINT SHEET 6. LT LEFT • • • • • . . . PROP. CURB LINE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE MED. MEDIAN . PROP. GUTTER LINE WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE 14 CONSTRUCT 8" THICK PCC CROSS GUTTER OVER 6" M.H. MANHOLE CITY ENGINEER. CLASS II AGGREGATE BASE PER CITY OF FONTANA MIN. MINIMUM . CENTERLINE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE STD. DETAIL 104, MODIFIED PER PLAN. N NORTH INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 37. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION TI THE PROJECT NO. NUMBER . . . . . . . . EXIST. CURB/GUTTER/PAVEMENT LINE TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING SHALL BE IN PLACE ONE (1) WEEK PRIOR TO IMPLEMENTING DETOURS. 15 CONSTRUCT MIN. 4.5" AC PAVEMENT OVER 12" MIN. PB PULLBOX _n __.� UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE OF 95% COMPACTED NATIVE SUBGRADE. PCC PORTLAND CEMENT CONCRETE _ _ . . . • . • . . R/W LINE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PKWY PARKWAY TWO (2) WORKING DAYS BEFORE EXCAVATION. PRIOR APPROVAL OF THE CITY ENGINEER. 16 CONSTRUCT 8" TYPE B ASPHALT CONCRETE DIKE PER P.P POWER POLE x . . . . . . . . CHAIN LINK FENCE CITY OF FONTANA STD. DETAIL 136. PRC POINT OF REVERSE CURVE 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 39. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING PROP. PROPOSED INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. 17 COLD PLANE EXISTING AC PAVEMENT 0.10' MIN. DEPTH PT. POINT • • • • • • . . STREET LIGHT/TRAFFIC SIGNAL LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT AND CONSTRUCT VARIABLE THICKNESS (0.10' MIN.) AC PVC POLYVINYL CHLORIDE STORM DRAIN, FLOOD CONTROL, AND CALTRANS. ALL UTILITY COMPANIES SHALL BE IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE OVERLAY FOR SMOOTH JOIN. SEE DETAIL 4 ON SHEET 6. PVMT. PAVEMENT �-- • • • . . . . . STREET LIGHT GIVEN TWO (2) WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. PLANS. R/ RATE OF GRADE, RADIUS 18 CONSTRUCT 4" THICK FULL-DEPTH AC PAVEMENT OVER 12" R W RIGHT-OF-WAY . . . . . . . . LIGHT POLE 40. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE RAD. RADIUS 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES COMPACTED NATIVE SUBGRADE (95% MIN. COMPACTION). PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE RCB REINFORCED CONCRETE BOX .STREET SIGN WITHOUT APPROPRIATE AGENCY AUTHORIZATION. THE CONTRACTOR SHALL COORDINATE O ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. RCP REINFORCED CONCRETE PIPE . WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER 19 CONSTRUCT LOCAL DEPRESSION, CASE A, PER APWA RD ROAD REQUIREMENTS. 41. THE CITY WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY STD. PLAN 313-1. SEE DETAILS 1 ON SHEETS 7 AND 8. RDWY ROADWAY +(> . . . . . . . . . FIRE HYDRANT 13. CURVE DATA REFERS TO THE FACE OF CURB. CONSTRUCTION EASEMENTS (TCE). RT RIGHT ©0 REMOVE EXIST. CONCRETE/STEEL PIPE S/ SLOPE. . . . . S W SIDEWALK . • GUY WIRE 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. CONSTRUCT LOCAL DEPRESSION, CASE B, PER APWA SD STORM DRAIN STD. PLAN 313-1. SEE DETAILS 1 ON SHEETS 7 AND 8. SDH SEWER MANHOLE m • • • • • • . . UTILITY BOX 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE (�2 CONSTRUCT TYPE A3-8 PCC CURB AND GUTTER, W=1.5, ST STREET O . . . . . . . . METERS, VALVES, PULLBOXES CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND PER APWA STD. PLAN 120-1. SEE DETAIL 2 ON SHEET 9. STD. STANSTA DARD MAILBOX CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. UNAUTHORIZED CHANGES AND USES ® TC TOP OF CURB 3 CONSTRUCT COMMERCIAL DRIVEWAY, PARKWAY TYPE, TD TOP OF DIKE O • • • • . . . . POSTS, VENTS, VALVE COVERS 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES, PER CITY OF FONTANA STD. DETAIL 102-B, WIDTH TRANS. TRANSITION OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CAUTION: PER PLAN. TS TRANSITION STRUCTURE • • • • • • . . MANHOLE THE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF Q CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF VAR VARIES V.C.P. VITRIFIED CLAY PIPE •� .POWER POLE MONUMENTS, MONUMENT TIES, AND BENCHMARKS, SHALL BE DONE BY A REGISTERED DISCREPANCIES ARISING DURING CONSTRUCTION, THE ENGINEER SHALL BE FONTANA STD. DETAIL 102, WIDTH PER PLAN. WWIDTH, WEST CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING W.L. WATER LINE --- DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE ®4 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF • . . . . . . . TREE/SHRUB CONTRACTOR SHALL NOTIFY THE ENGINEER ONE (1) WEEK PRIOR TO CONSTRUCTION THE PLANS FOR APPROVAL BY THE CITY OF FONTANA. FONTANA STD. DETAIL 102, WIDTH PER PLAN, WILY WESTERLY SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR MODIFIED PER DETAIL 3 ON SHEET 37 THE MONUMENT. UNAUTHORIZED CHANGES TO, OR USE OF THESE PLANS. ALL CHANGES TO CONSTRUCTION NOTES HQ CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF .22,000 LUMEN HPSV STREET LIGHT THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES FONTANA STD. DETAIL 103, WIDTH PER PLAN. (CONTINUED . . .) LIGHT (200 WATT #20) 30 FT. EPARER OF THESE PLANS. AT ALL TIMES. A MINIMUM 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN CONSTRUCT PCC C&G TRANSITION FROM <-a"7_0<-a"7_0 8'x,06'0 CeG LUMINAIRE HEIGHT, 8 FT. MAST ARM 35 THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 2�6 CONSTRUCT SPLIT-FACE MASONRY BLOCK WALL WITH WROUGHT PER CITY OF FONTANA STD. PLAN NO. 1003 . + IRON FENCE PER DETAIL 1 ON SHEET 37, ANGELUS BLOCK OR EQUAL. S+owC0r, REMOVE > NA61 E.r/ST. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, CONTRACTOR SHALL INSTALL PER MANUFACTURER'S 42 Co�vC DW>! 4PPPOAC!-1 INCLUDING ADEQUATE WATERING, AT ALL TIMES. SPECIFICATIONS. SUBMIT COLOR SAMPLE TO THE CITY OF FONTANA 36 CONSTRUCT CURB OPENING CATCH BASIN PER APWA Go2E DRILL �° WSTALL 4" PVC UNDERGROUND SERVICE ALERT FOR APPROVAL PRIOR TO ANY INSTALLATION OR CONSTRUCTION STD. PLAN 300-2. SEE DETAIL 1 ON SHEET 9. z ¢3 un/oe,e SidewACK o,e,4lnV 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES PER EXCEED 25 MILES PER HOUR. CALL UNDERGROUND SERVICE ALERT Q RELOCATED EXISTING MAILBOX BY CONTRACTOR. CITY STD. Mo_ 3002 NEW STREET LIGHT PER STREET LIGHT PLAN. 37 o 1r CONSTRUCT MIN45" PCC OVER 12" MINOF 95% C7417`7-6 Fe THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT, 9CC01,197`RUCT PARKW,4Y W/TN 8 OR DEBRIS (U.S.A.) 1-800-227-2600 AT LEAST 28 . .. INSTALL NEW WROUGHT IRON SLIDING GATE AND PCC CURB f � PEP_ C17-K 9-rD , 38 TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY 48 HOURS PRIOR TO EXCAVATION COMPACTED NATIVE SUBGRADE. M0. /000 � 4 "PCC 6' AlIDE DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 3-FT WIDE PEDESTRIAN SWING GATE PER MANUFACTURER'S 610eWaGK PE/? C/TY STD- N0. /0 CONSTRUCT CHAIN LINK FENCE AND GATE PER APWA SPECIFICATIONS. CONTRACTOR SHALL SUBMIT DRAWING FOR 29 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY STD. PLAN 600-1. SEE DETAIL 1 ON SHEET 10. APPROVAL. REFER TO TYP. DETAIL 2 ON SHEET 37 AS REFERENCE. INSPECTOR.39 INSTALL NEW WROUGHT IRON SLIDING GATE PER ��gFESSiONq 30 ADJUST TO GRADE BY OTHERS. MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO d l ks`�Qf''R o ``� O SUBMIT DRAWING FOR APPROVAL. REFER TO TYP. DETAIL 2 ON OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE 31 REPLACE EXISTING MAILBOX BY CONTRACTOR. SHEET 37 AS REFERENCE. 3:1WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. r+ i �NQ. 680682C 32 CONSTRUCT AC MEDIAN NOSE PER DETAIL 2 ON 40 INSTALL NEW WROUGHT IRON MOTORIZED SOLAR-POWERED 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ,k Exp. 6/30/01 * SHEET 11. SLIDING GATE PER MANUFACTURER'S SPECIFICATIONS. 0 STREET IMPROVEMENTS. UFON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE �qt C/V 1v app F p�• CONTRACTOR SHALL SUBMIT DRAWING FOR APPROVAL. �[�'��� ����� � �' TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. OF CA�.1E 33 CONSTRUCT PARKWAY DRAIN, S=6', PER APWA STD. REFER TO DETAIL 2 ON SHEET 37 AS REFERENCE. PLAN 151-1. SEE DETAIL 1 ON SHEET 11. 6/07 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 41 CONSTRUCT SEWER PIPE AND LATERALS PER CITY OF AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD RA)"-34 CONSTRUCT 6" SCH. 40 PVC SLEEVING. FOR DETAILS, FONTANA SEWER IMPROVEMENT PLAN, DWG N0. 3762 '° DETAILS. SEE LANDSCAPING PLANS. DATED 12/22/04, AND APPROVED ON 05/26/05. z x