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HomeMy WebLinkAbout3984-1 NOTES (_ 1TYOF F (:)NTANA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, 7HE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CiTY OF FON-ANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TiME OF CONSTRUCTION AND SHALL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. R 0 TO L 0 ( 1-I EVR OL ET CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, ROUTE210 NOTED. THECOLORED FINISH TO MATCH EXISAIP CONCRETE. STREET It'ii PR 0 VEM EN T PLANS 2. WHEN A TECHNICAL CONFLICT iS FOUND TO EXIST IN THE CONTRACT 27. THE SSEWER CONTRACTOR SHALL STAMMP AN "S` IN THE FACE OF01D SND AVE1rtlE % \/ DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CiTY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING PM 16758 /:/:AENUE FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS. OLD HIGHLAND AVENUESIMRH HOMO 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT. t -I1 � DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT 1 I I WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED 1 INDEX MAP LOCATION RIGHT-OF-WAY WiTHIN THE CITY LIMITS. CALL (909) 350-7610. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. I I ( �/ SCALE: 1"=100' 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIA 1 } IIllit POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA �� y MAP EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. N.T.S. I 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES D BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TiMES. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION _II IIII III OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I - a - I FROM THE CAUFORNIA STATE DMSION OF INDUSTRIAL SAFETY. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC - , _ _ 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. I r --L..._ - -- 11! r _ - - - 4759Wit -- -. - FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, _ • GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AI-I•LCTED BY THE CONSTRUCTION •• - ~- OF THE DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA TO THE SATISFACTION OF THE CiTY ENGINEER. a - * 4 • TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN z I- THE POTENTIA FOR GROUND MOVEMENT EXISTS. 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO _ THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS ,,,,. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. 1 3 LU RIGHT-OF-WAY WiTHOUT OBTAINING A SEPARATE PERMIT FOR ��, FONTANA, ��, NOI1FICi1T10N LIST - r I 1 I > THAT PURPOSE. V I I I L1 I I 1 I ,.Ily �� _ 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM CiTY OF FONTANA S.B.C. INC. n I L- OC AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY 8353 SIERRA AVENUE 3939 E. CORONADO STREET - - _ - - C) 4' OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE FONTANA, CA 92335 ANAHEIM, CA 92807 , - -4 LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO (909) 350-6632 (714) 666-5500 8 , • - -' l EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE ATTN: BRIAN WREN I I I I I I I I - . ad J R/W CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT UNDERGROUND SERVICE ALERT v 4' SIDEWALK `� M f 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. SO. CALIF. GAS COMPANY (800) 422-4133 + -+- T r�1981 W. LUGONIA AVENUE "� ---(�./) _ U11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WiTH ALL REDLANDS, CA 92374 COMCAST ( CABLE TV ) �� - UTiLITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, (909) 335-7547 1205 DUPONT AVE. a' 0" CF TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, EMERGENCIES: (800) 427-2200 ONTARIO, CA 91761 O 1.1 LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) 390-4738 1 ' Dll Or11111111111 I _ STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY S0. CALIF. EDISON COMPANY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 300 N. PEPPER AVENUE VERIZON • 3 Q R= 11.5' .. WORK AROUND THEIR FACILITIES. RIALTO, CA 92376 1400 E. PHILIPS BLVD. \ ' 1 1 IL11 ' I I II II II II I ( I909 820-5598 - UNDERGROUND ONTARIO, CA 91766 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 909 875-5100 - TRANSMISSION (800) 422-4133 PCC 8" CF MAIN VALVES WiTHOUT APPROPRIATE AGENCY AUTHORIZATION. 213 637-1233 - PIPELINESDRIVEWAY CURB FACE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 909 357-6505 - DISTRIBUTIONCOMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 800 422-4133 FONTANA WATER COMPANYATTN: MICHAEL J. McGRAW D�/vL'A 13. CURVE DATA REFERS TO THE FACE OF CURB. 8440 NUEVO AVENUE \ � ? - - „�'^ MODIRID COMMERCIAL DRIVEWAY 1DELPHIA FONTANA CA 92235 SCALE: 1' = 10' 1500 S. AUTO CENTER DRIVE (909) 822-2201 _ 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT ONTARIO, CA 91761 FAX: (909) 823-5046 - - - - - ""`mow' - WHERE OTHERWISE NOTED. (714) 666-5500 SO H HIGHLAND AVENUE SHEET 2 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK LEGEND: TO �_-F,•� THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE :fa ? INDICATES PROPOSED A.C. PAVEMENT FS INDICATES FINISHED SURFACE FOR CONTROL STAKING DURING CONSTRUCTION. INDICATES REMOVE EXISTING AC. PAVEMENT GB INDICATES GRADE BREAK 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, C INDICATES GRIND do OVERLAY EXISTING PI INDICATES POINT OF INTERSECTION > MONUMENT TiES OR BENCHMARKS WiTHOUT PRIOR NOTIFICATION TO AC. PAVEMENT R/W INDICATES RIGHT OF WAY Q THE CITY ENGINEER. N\�y LIMITED USE AREA VC INDICATES VERTICAL CURVE W 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING _-_-- INDICATES CENTERLINE BVC INDICATES BEGIN VERTICAL CURVE CONSTRUCTION NOTES ESTIMATE OF QUANTITIES -SURVEY MONUMENTS, MONUMENT TiES AND BENCHMARKS, SHALL BE DONE - INDICATES RIGHT-OF-WAY LINE CL. BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. - - INDICATES PARCEL MAP BOUNDARY EVC INDICATES END VERTICAL CURVE z SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF - - - - - INDICATES EXISTING IMPROVEMENTS LOC INDICATES LENGTH ON CURB THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL -(1300}- INDICATES EXISTING CONTOUR LINE NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO a- BCR INDICATES BEGIN CURB RETURN 0 CONSTRUCT AC. PAVEMENT OVERLAY FOR EXISTiNG A.G. PAVEMENT (0.10' MIN.) 658 SF THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER STREET LIGHTS ECR INDICATES END CURB RETURN 20 CONSTRUCT 4.5" A.C. PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE REPLACEMENT OF THE MONUMENT. DIRECTION OF FLOW (SEE GENERAL NOTES 31 do 32) 27,528 SF 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS TC INDICATES TOP OF CURB R/W R/W AND BUSINESSES AT ALL TiMES. A MINIMUM 12 FOOT LANE SHALL FL INDICATES FLOW LINE 3O GRIND EXISTING AC. PAVEMENT (MINIMUM THICKNESS 0.10') 248 SF BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR ( ) INDICATES EXISTING ELEVATION ® SAWCUT (TO EAN ) 126 LF RESIDENTS AND EMERGENCY VEHICLES. 5O CONSTRUCTEXISTING 8" PCCA.C.CURB doPAVEMENT GUTTER CLPER CITYSTRAIGHT STD. DWGLINE. NO. 1003. 1,086 LF 74' 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE PRIVATE ENGINEER'S NOME TO CONTRACTOR: I 40' 34' © CONSTRUCT CROSS GUIIER PER CiTY STD. DWG. NO. 105 (MODIFIED TO 8' WIDE) 831 SF ALML TIMES.S OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES 12' 28' 28' _ 6' I 7O CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015 (6' PER PLAN) 3,536 SF SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. - THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 0.5' 6' 5.5' C...--J 8O CONSTRUCT 31' WIDE COMMERCIAL DRIVEWAY APPROACH PER CiTY STD. DWG. NO. 1005A (MODIFIED) 1 EA 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE I WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2X LEVEL UNE 9 CONSTRUCT 40' WIDE COMMERCIAL DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1005^ MODIFIED 1 EA OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE r © 1.: O (MODIFIED) PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 2X gamosagisissam2X 2/ 0 CONSTRUCT CURB ACCESS RAMP PER CiTY STD. DWG. NO. 1006. 2 EA 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. r SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 0 gigatiPSIV -- S `SZOPE. 11 REMOVE EXISTING AC. PAVEMENT 632 SF ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WiTH GENERALLY ACCEPTED PRIOR WRITTEN APPROVAL. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 0 12 REMOVE EXISTING CURB AND GUIItR AND PCC SIDEWALK 127 LF SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 0 O 13 CONSTRUCT TRAFFIC BARRICADE PER CITY STD DWG NO. 118 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND Note: Center Line Equals Top Of Curb. 1 EA OF THE CiTY INSPECTOR. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND 14 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD DWG NO. 1016 7 EA NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AUTO CENTER DRIVE 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF lc- TINTS=7:( G.5 RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED OF THE DESIGN POA ON THIS FESSIONNCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE NOTE DENSITY IS OBTAINED. ANY GRADING/CONSTRUCTiON ON AD_ IACENT PROPERTY 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DiTCHES, AND SWALES UNAUTHORIZED CHANGES AND USES: REQUIRES NOTARIZED APPROVAL FROM THE ADJACENT FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE PROPERTY OWNERS SiTE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE THE ENGINEER PREPARING THESE PLANS Will NOT BE RESPONSIBLE FOR OR LIABLE BASIS OF BEARINGS: SWALES ENTERING OR LEAVING IMPROVEMENTS. FOR, MUST BEINWRITINGES TO OR AND MUST BE APPROVED BY THOF THESE E PRREEP R CHANGES THESE PLANS. ACQUIRE RIGHT OF WAY BEFORE CONSTRUCTION BEARINGS ARE BASED ON THE CENTERLINE OF SIERRA AVENUE AS SHOWN ON TRACT 16572, MAP BOOK 304, PAGES 38-44, BEING : NO0'01'08"W “, Do TREV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: CITY OF FONTANA, CALIFORNIA p L ` Q SHOULD CONSTRUCTION Of REQUIRED ORIGINAL BENCHMARK QRpF ESS ,N PREPARED FOR: CITY OF FONTANA BM-361 o S. Hq ( n IMPROVEMENTS NOT COMMENCE WITHIN ALLARD ENGINEERING ,o ROTOLO CHEVROLET (P.M. 16758) tot- U R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER My F _1 TWO YEARS Of THE DATE OF APPROVAL Civil Engineering Lend S Land OP F �G ROTOLO CHEVROLET OF BASELINE AVENUE AND SULTANA AVENUE. gi 9 Surveying ""g ti DRAWN BY: -� _ \ ���r. SHOWN HEREON AND CARRIED FORTH IN A 16666 FOOTHILL BLVD. ELEVATION: 1365.01, SINCE DESTROYED 8253 Sierra Avenue c� m JHK AUTO CENTER DRIVE SCALE: AS NOTED ��� DILIGENT MANNER, THE CiTY ENGINEER MAY FONTANA, CA, 92335 Fontana, Cal inrnie 92335 No. 43976 A Z DIAL ; , TW❑ WORKING SITE BENCHMARK ui Exp. 6/30/07 DESIGNED BY: DATE: BEFORE (� DAYS BEFORE 909) 356-1815 Fax (909) 3561795 / STREET IMPROVEMENT PLANREQUIRE REVISIONS TO THE PIANS TO *� * LT November, 2005 6-1 YOU DIGyou DIGSW CORNER, SEC. 31, 7.1N., R.5W., S.BM. 2" LP. �� tI-1�1 -OS �' Pa �� BRING THEM INTO CONFORMANCE WITH TEL (909) 822-1111 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF v c I v 1 CHECKED / DRAWING NO.: o TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.G.E. 43976 Hate -it CALF Fofi �/ o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q 13EVATJOPt1395.16 (expires 6/30/2007) n�DSH �� _ _ DATE: OS a i� iRGN TSC 1' r. 4% eb �.A4^ V (/ ' COP 1-� CITY' GINEER R.C.E. 511 2 3984 2 Filename: M:\dwg\22401\FINAL DESIGN\STREET\22401STREETOI.DWG