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HomeMy WebLinkAbout3057-1GENERAL NOTES x 30 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 29 STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD Z SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). !' ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. ?, P.A. 8B 27 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. (PARK) 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR J 26 / 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. 2s 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 0 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST f 24 NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. i, N 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, j 9 20 21 20�,, SFF OR OTHER TRAFFIC CONTROL AT ALL TIMES. 22. Np dfDELINEATORS 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR Y' TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF 23 INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE - --- SH --`E---____HO d �� 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 f OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. -16 3 J HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE Q FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND 18 14 ti; S FT SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. i 17 �� NO3F 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 13 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 -12 WORK AROUND THEIR FACILITIES. 3 �/ 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. 10 t rrl 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. / a / 69 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 j -- BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL ( 9 y l f r s f; 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 CML 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 } / P.A. 9 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE " CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INDEX MAP INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES NTS EXCEED 25 MILES PER HOUR. CITY OF FONTANA UTILITY NOTIFICATION LIST 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE CITY OF FONTANA PACIFIC BELL CO. DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, (909) 350-6632 (714) 666-5467 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE ATTN: GREG GASPAR ATTN: JACK HAYES WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING (909) 428-8411 (909) 390-4738 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE EMERGENCIES: (800) 427-2200 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. FONTANA, CA. 92335 ONTARIO, CA. 91766 909820-5598 - UNDERGROUND (800) 422-4133 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH 909 875-5100 - TRANSMISSIONS EXISTING CONCRETE. 213 637-1233 - PIPELINES FONTANA WATER COMPANY 909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 800 422-4133 8440 NUEVO AVENUE LOCATION OF THE SEWER LATERAL. FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 INSPECTED AND APPROVED. (619) 868-6040 29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO UNDERGROUND SERVICE ALERT PAVING OF STREETS. (800) 227-2600 30. APPROVED 'SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PRIVATE ENGINEER'S NOTICE TO CONTRACTORS PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; COMPLETION OF ROUGH GRADING. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THE CITY TRAFFIC ENGINEER. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS F CONNECTION WITH THE PERFORMANCE G WORK ON THIS PROJECT, EXCEPTING 35. CONTRACTOR SHALL RELOCATE AND/OR FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. ENGINEER. y 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 135 1% W'LY R/W 5' 10' 5' CONC. SIDEWALK CONC.CURB & GUTTER ­_ E' LY 79' R/W 22' 22' 5' 5' 5' i 2% 2% CONC. CONC. CURB SIDEWALK & GUTTER AUGUSTA DRIVE NTS W' LY E' LY R/W 104' R/W 12' 40' CL 40' 12' 6' 6' 33' 7' 7' 33' 6' 6' � I 29" 2% CONC.CURB - CONC. CO & GUTTER CONC.CURB SIDEWALK SIDEWALK & GUTTER CITRUS AVENUE NTS N'LY R/W 102' 17' 34' CL 34' 17' 30' , 4' 4' , 30' S' LY VICINITY MAP R/W NTS 6' 5' 6' 6' 5' 6' y � 0 29 CONC. CONC.CURB CONC. SIDEWALK & GUTTER CONC.CURB SIDEWALK & GUTTER MUIRFIELD LANE NTS R/W R/W 54' / 50' 7, 20'/18' CL 20'/18' 7' no -as CL M TC P.U.E. -0.01' (54' R/W) 5' +0.03' (50' R/W) P.U.E. LEVEL LINE AC PAVEMENT 10 F - �! 2% 2% - 2% ion CONC. CONC. SIDEWALK 30 OS I DEWALK CONSTRUCTION NOTES Q1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 ) Q2 CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN 1003 Q3 CONSTRUCT 4" P.C.C. SIDEWALKPER CITY STD. PLAN NO. 1015 40 ADJUST MANHOLE PER CITY STD. 109 AND OR GATE VALVE BOX PER CITY STD. 130 TO GRADE. Q5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W=PER PLAN . © INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO.1016(SCE#7) Q7 INSTALL STREET NAME SIGN ® CONSTRUCT LOCAL DEPRESSION (CASE B) PER A.P.W.A. STD. PLAN 313-1 PER DETAIL ON SHEET 4. 90 CONSTRUCT RAMP CURB RETURN PER CITY STD. PLAN NO. 1006 10 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-1. (W=PER PLAN) PER DETAIL ON SHEET 4. 11 CONSTRUCT P.C.C. CROSS -GUTTER PER CITY STD. PLAN NO. 105 W = PER PLAN MODIFIED TO 8'. 12 REMOVE BARRICADE 40 INSTALL 24" RCP - "D" LOAD PER PROFILE. 41 INSTALL 36" RCP - "D" LOAD PER PROFILE. CONSTRUCT JUNCTION STRUCTURE PER APWA STD NO 331-2. ® REMOVE BRICK & MORTAR PLUG AND JOIN EX. RCP. QUANTITIES t No. 62183 i q-30.95' I RECORD DRAWING l, THESE RECORD DRAVANGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE 84QR* ER WILL NOT BE RESPONSWE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN MOOiM'ORAI ED KM THE DOCtRAE RTS AS A RESULT THEFROF. P.C.C. PORTLAND CEMENT CONCRETE CONC. CURB & GUTTER 2Q LEGEND CONC.CURB Q& GUTTER RIGHT OF WAY TAN. TANGENT T.C. TOP OF CURB 54'/50' R/W WIDTH A.C. VERTICAL DEPTH (590.77) TYP I CAL SECTION B.C. B.V.C. ASPHALTIC CONCRETE BEGIN CURVE BEG. VERTICAL CURVE INDICATES SLOPE > 4 : 1 AC PAVEMENT B.W. BACK SIDEWALK NOT TO SCALE (FROM STA.10+77.46 TO MAGNOLIA WAY & C.B. C.L. CATCH BASIN CENTERLINE 50' R/W - COPPERHEAD COURT; FOREST OAKS PLACE FROM ESSEX WAY TO STA.17+82.19 ) E.C. END CURVE 54' R/W - ESSEX WAY; MAGNOLIA WAY; FOREST OAKS PLACE(FROM MAGNOLIA WAY TO ESSEX WAY) E.P. EDGE PAVEMENT E.G. EDGE GRADE T. 1. = 5.5 E.V.C. END VERTICAL CURVE F.L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT O.C. ON CENTER t No. 62183 i q-30.95' I RECORD DRAWING l, THESE RECORD DRAVANGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE 84QR* ER WILL NOT BE RESPONSWE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN MOOiM'ORAI ED KM THE DOCtRAE RTS AS A RESULT THEFROF. P.C.C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WAY TAN. TANGENT T.C. TOP OF CURB W WIDTH V VERTICAL DEPTH (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION INDICATES SLOPE > 4 : 1 AC PAVEMENT 55,300 SF 2,575 LF 10,875 SF 16 EA 3,762 SF 10 EA 5 EA 3 EA 6 SF 3 EA 2,335 SF 2 EA 68 LF 231 LF 2 EA 1 EA SIERRA LAKES SPECIFIC PLAN �a im J:\826-1172\streets\stl.dwg, 02/01/2002 10:22:49 AM, gb