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HomeMy WebLinkAbout5255-1 GENERAL NOTES FOR STREET IMPROVEMENT PLANSEI \ T P LA \ S PROJECT STREETIVP � OUEVI ;SITE 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. FOR 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. 61 5 4 < \ OX AVE \ UE ``,,, CURTIS AVE 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. - a 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA IN THE o W MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. SIERRA LAKES PKWY 0 0 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL NORTH TIMES. C I TY 0 E EO \ ATA \ A X o IFi�'� y 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE Y FOOTHILL FWY �v/ 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 OTENTIAL 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. VICINITY M A P N T S 10. THE CONTRACTORNS TOOF UTILITIES DETERMINE, INWN HAVE THEFIELD, BEEN THE TRUE DETERMINED AND ELEVATION NOFF ANYIOEXISTINGEUTLITIES, AND TO EXERCISE PROPER IT SHALL BE THE RESPONSIBILITY OF THE SHEET INDEX: PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING SHEET 1: GENERAL NOTES, DAYS BEFORE EXCAVATION. VICINITY MAP, TYPICAL SECTION 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTI N WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, SHEET 2: PLAN AND PROFILE LEGEND CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRI ATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GI N TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. APPLICANT: IF F.H. = FIRE HYDRANT 0 ELEC VAULT = ELECTRIC VAULT 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. MR. AND MRS. JOSE ALMEDA O SILT = STREET LIGHT ® WV = WATER VALVE C&G = CURB & GUTTER CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 6154 KNOX AVE * TRFSIG = TRAFFIC SIGNAL 0 SMH = SEWER MANHOLE R.O.W. = RIGHT-OF-WAY FONTANA, CA 92336 TC = TOP OF CURB 13. CURVE DATA REFERS TO THE FACE OF CURB. -a-- = SIGN 0 SDMH = STORM DRAIN MANHOLE FL = FLOW LINE A P N : • PB = PULL BOX 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1105-053-21-0000 I WM = WATER METER O TELMH = TELEPHONE MANHOLE TB = TOP OF BERM 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE • YELPED = TELEPHONE PEDESTAL PP = POWER POLE FS = FINISH SURFACE LEGAL DESCRIPTION : PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING • MB = MAIL BOX S/W = SIDEWALK FG = FINISH GRAGE CONSTRUCTION. LOT 107 OF TRACT NO. 2177 BW = BACK OF WALK 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE MAP BOOK 31 PAGE 51, RECORDS V/////A REMOVE EXIST AC PAVEMENT OF SAN BERNARDINO COUNTY CITY ENGINEER. r''��� �, { ,,�< PROP AC PAVEMENT 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BASIS OF BEARING: BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS THE CENTERLINE OF KNOX AVE BEING CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO N00'04'00""W PER M.B. 31/51 S.B. COUNTY. 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. ENGINEER qULT. Q 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. R.O.W. J L P' A O NI E A 30' 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. Sill ` '' ' NE ` ' ' " 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 1071 W. 9TH ST. ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. UPLAND, CA 91786 20' 10' TEL: (909) 348-7295 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. FAX: (909) 348-8669 EMAIL: ALOMEGA®VERIZON.NET 11.4' 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING 2' r© W OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. i IFI LIST SAWCUT 0.5 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, UTILITY NOTIFICATION ro 2 07, 2O 2.0% SIDEWALK 0 THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CITY OF FONTANA AT&T COMPANY STORE s.- - I - `A Ct FONTANA, CA 92335 16232 FOOTHILL BLVD. SUITE A viiiiiiiiiiii��i� 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO (909) 350-7676 FONTANA CA 92335 111111M1A111 0 CL THE CITY OF FONTANA STANDARD DETAILS. (909) 574-7316 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. S0. CALIFORNIA GAS COMPANY COMCAST CABLE TYPICAL STREET SECTION STA. 2+78.81 TO 4+05.67 KNOX „ 16231 VALLEY BLVD 1205 DUPONT AVE AVENUE (HALF STREET IMPROVEMENTS) 27. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. FONTANA, CA 92335 ONTARIO, CA 91761 NOT TO SCALE W (909)428- 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. EM RGENCI8411(800)427-2200 (909) 390-4738 TYPICAL SECTIONS ECt SO. CALIFORNIA EDISON FONTANA WATER COMPANY 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 1 7951 REDWOOD AVE 8440 NUEVO AVE r 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. FONTANA, CA 92336 FONTANA, CA 92335 v J (909) 820-5598 - UNDERGROUND (909)822-2201 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY (909) 875-5100 - TRANSMISSIONS LLI SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. (213) 637-1233 - PIPELINES CONSTRUCTION NOTES Q N TY (909) 422-4133 - SERVICE n CONSTRUCT 4.5" AC PAVEMENT OVER 12" NATIVE MATERIAL 1,633 SF 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A \--/ COMPACTED TO 95% PER CITY STD PLAN 400 ' . 1 GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. BURRTEC WASTE INDUSTRIES (TRASH COLLECTION) 9820 CHERRY AVE n CONSTRUCT 4" PCC SIDEWALK PER CITY STD PLAN 1006 (W=5') 635 SF 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON FONTANA, CA 923350 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD PLAN 1000 127 LF COMPLETION OF PAVING. (909) 949-0500 n CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN 1002 275 SF 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. 5O SAWCUT AND REMOVE EXISTING AC PAVEMENT 466 SF O 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 d` CITY ENGINEER. CO BENCHMARK 5 p I SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA L \�,RpFESS/p,�, ALPHA OMEGA ENGINEERING ELEVATIONS ON THIS PLAN OBTAINED FROM CITY OF FONTANA IMPROVEMENTS NOT COMMENCE WITHIN TWO ��?``��� R Te�'�pFFy� 1071 W. 9TH ST. STREET IMPROVEMENT PLAN APPROVED STREET IMPROVEMENT PLANS DWG NO. 5772 e� F APPROVAL SHOWN HEREON c� `� s UPLAND, CA 91786 DRAWN BY: SCALE: YEARS OF THE DATE 0 i I C 78892 g TEL: (909) 348-7295 ART 6154 KNOX AVE AS SHOWN DIAL TWD VORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE * EXP-3/i//Ic * FAX: (909) 348-8669 DESIGNED Br: TITLE SHEET DATE BEFORE (<101eI, DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE EMAIL: ALOMEGA®VERIZON.NET ART CONST6tUCTION NOTES do UANTIIY ESTIMATES 03/20/15 YOU DIGY, YOU DIG S'Tq CIVIL ��P REV. PLANS TO BRING THEM INTO CONFORMANCE WITH 4oFCA►.kFo� 4, /� _ Date. //7//5 CHECKED BY: APPROVED DRAWING NO.: TOLL 1-800-227-2600 �' � % / . 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. ALEX R. TORRES, P.E. CI DATE: ' �� 5255 2 EM / CITY ENGINEER R.C.E. 51152