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HomeMy WebLinkAbout5059-13 - IL RML - I t- 3 GITEET WR 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 THELATEST 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 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. ITS 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 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. .. ♦ +. I -- 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 UTIUTiES 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.rA:S=BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. I �u�ji4 b _ FI 1 J 'Q SHEET 2 OF STREET RDW 1.� T , i 1 n •.mow..,. �wia.w, i s .. i UN/ON A t/E UE fammLw SCALE 1 " - 200' 825 E. THIRD STREET. ROOM 140 SAN BERNARDINO. CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WIWAMS FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER 1981 W. LUGONIA AVE. REDLANDS, CA PHONE: (909) 335-7965 ATTN: ED SANTiLLAN AT&T 1265 VAN BUREN ST. #180 ANAHEIM, CA 92807 PHONE: (714) 666-5614 ATTN: LEE QUEST SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: (909) 549-5345 ATTN: JEFF HUDSON TiME WARNER 17777 CENTER COURT DR. 8TH FLOOR CERRITOS, CA 90703 PHONE: (562) 677-0263 ATTN: JOHN CHRISTiANSEN FONTANA UNITED SCHOOL DISTRICT 9680 CITRUS AVENUE FONTANA, CA 92335 PHONE: (909) 357-5000 X 29455 ATTN: SHERRI WHITTEN INLAND EMPIRE UTILITY AGENCY (FOR SEWER) 6075 KIMBALL AVENUE CHINO, CA 91708 PHONE: (909) 993-1696 ATTN: UZA MUNOZ I A.B. RIM -AGGREGATE BASE A.C. -ASPHALT CONCRETE B.C.R. -BEGINNING OF CURVE BLDG -BUILDING B.O.W. -BOTTOM OF WALL B.W. -BACK OF WALK C.L.F. -CHAIN LINK FENCE CONC. -CONCRETE C.F. -CURB FACE C.B. -CATCH BASIN Ck -CENTERLINE E.C.R. -END OF CURVE EXIST. -EXISTING E.P. -EDGE OF PAVEMENT F.G. -FINISH GRADE F.F. -FINISH FLOOR F.L. -FLOW UNE F.S. -FINISH SURFACE F.H. -FIRE HYDRANT G.B. -GRADE BREAK H.C. -HANDICAP H.P. -HIGH POINT INV. -INVERT M.H. -MANHOLE N.G. -NATURAL GRADE IL -PROPERTY UNE PB -PULL BOX P.P. -POWER POLE R/W -RIGHT OF WAY R.D. -ROOF DRAIN TRANS PAD -TRANSFORMER PAD T.B. -TOP OF BERM S = -SLOPE S.D. -STORM DRAIN S.L -SIGHT LINE ST.LT. -STREET LIGHT T.G. -TOP OF GRATE T.C. -TOP OF CURB TOP -TOP OF SLOPE TOE -TOE OF SLOPE WM -WATER METER WV -WATER VALVE EXIST. WLY rLy UNION AVENUE TYPICAL SECTION N.T.S. T.1. =7-9 c Wj I =0 coxfwo" •;i THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOU) THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MAW: SAN BERNARDINO CO. BENCHMARK NO. 'BM A' CHISEIM SQUARE ON TOP OF NORTHUST CURB - EAST CURB RETURN NORTHEAST CORNER PIMUMM OF ETIWANOA AVENUE AND MARLAY AVEIM PER C.S.F9 4015/851. ELEVATION - 877.42' (NGVD '29) OF THE BEARINGS SHOWN HEREON ARE BASED ON THE CAUFORNIA STATE -PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE UNE BETWEEN CSRC CORS STATIONS 'SPMS' AND 'MSOB', BOTH PUBLISHED ON CSRC DATA SHEETS, BEING N 65'34'50.8925' E (2007.0 EPOCH). A 0SHOULD CONSTRUCTION OF THE REQUIRED ���pFESS,gy,� Prepared Under The Supervision Of IMPROVEMENTS NOT COMMENCE WITHIN TWO �� S Fye, Thienes E17ginee67g Inc. + • o/ CML ENG/NEER/NG • L 4AV SURVEYING CRE YEARS OF THE DATE OF APPROVAL SHOWN HEREON yam,, 14.149 f7RESTONE eoucEuaRo LA A//RAA , C4UfWNi4 90638 E. DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE R.C.No. 56155 ;10px(71f)521-4811 FAtM4)521-417a BEFORE DAYS BEFOREs Exp. 12-31-14 Q7 YOU DIG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE ' n TOLL FREE 1-800-227-2600 1 RECORD DRAWING i h y' s PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F�F (V��-\COQ? � A1C Date A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT may. RMal D�p110N DATE q DATE STANDARDS IN EFFECT. CAL REINHARD STENZEL RCE N0. 56155 VICNiY 11AP N.T.S. SAW -CUT & REMOVE EXISTING CONCRErE CURB & GUTTE1;L 703 LF �© aCULVERT. AVENUE O SNE DOTING TREES/SHIM 3 EAINDUSTRY O REMOVE EXISTING CONCRETE ORiVEWAY. 1,138 SF 5O REMOVE DOSTWG SIGN. 1 EA O ADJUST EXIST. WATER VALVE TO GRADE 1 EA. 7O REMOVE DUSTING CONCRETE CURB RERAK 32 LF O PAVE CONCRETE FORM SLOT PER DETAIL 8 (SEE SHEET 4) 25 TONS 90 � iN. A.C. OVER 12' MIN. OF 95% COMPACTED 26.6 TONS/60 TONS 10 REMOVE/RE ATE EXISTING STREET SIGN PER CITY OF FST 10 EA 11 PROTECT EXISTING FIRE HYDRANT IN PLACE 3 EA t 2 ADJUST EXISTING UTILITY MANHOLE TO GRADE. 1 EA 13 CONSTRUCT 6' CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000• 172 LF 14 CONSTRUCT 6' TO 8' CURB & GUTTER TIiIUNS(TION PER m OF FONTANA STD. PLAN 1000. 30 LF 15 CONSTRUCT 8' CURB & GUTTER PER CiTY OF FONTANA STD. PLAN 1000• 166 LF 16 C04 RUCT SIDEWAU(_PER FONTANA STD. PLAN 1006 (LIFTED TO FULL 6.00' PARKWAY WIDTH). 7008 SF 17 CONSTRUCT COMMERCIAL DRIVEWAY PER CiTY OF FONTANA STD. PLAN 1002 (MODIFIED PER DETAIL ON SHEET 2). 2 EA 18 CONSTRUCT COMMERCIAL DRIVEWAY PER CiTY OF FONTANA STD. PLAN 1002 (MODIFIED PER DETAIL ON SHEET 4). 1 EA 19 CONSTRUCT CURB RETURN ACCESS RAMP PER CiTY OF FONTANA STD. PLAN 1003. 1 EA ©0 REMOVE DUSTING CROSS GUTTER SPANDREL. AND RECONSTRUCT PER CITY OF FONTANA STD. PLAN 403. 1 EA 21PLANE & OVERLAY EXISTING AC PAVEMENT. MIN. DEPTH 1.5' (WIDTH PER PUH) SEF DETAIL ON SHE7 4. 41 LF ©2 PROPOSED STREET LIGHT (SEE ST. UGHTWG PLANS). 23 EXIST. 8' FIRE CONNECTION TO BE REMOVED BY FONTANA WATER DEPT. 1 EA STORM DRAIN NOTE 30 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3000 (W=3.00', ANGLE=30') 3 EA rl 4z'30.1 Fy No. 56155 Y m Exp. 12-31-t(0 m a * n CIVIL ;:C O 1 , �; ►Z !IIS %fEI' 1DEX 1 TITLE SHEET 2 PLAN AND PROFILE 3 ___ PLAN AND PROFILE 4 DETAILS b n g8 -sr" so IND/0# 8 360366879 DR 12-024 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN 'y" BY: UNION AND INDUSTRY AVENUES AS SHM 040 BY. TITM SHMI oATE: QIaANw ESTiwATES 'C XED BY- APP DRAWING NO.: 1 illy IN DATE: 2 • 4