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Home My WebLink About4327-1CONSTRUCTION NOTES LEGEND OF' IMPROVEMENT SYMBOL PROPERTY LINE-__-_- STREETIMPROVEMENT EXISTIAG CONTOUR PROJECT EXISTIW7 SPOT ELEVATION TOP OF WALL EXISTING STRUCTURE ELEVATION ffloPOSED LAAvSCAPE AREA WATER ME 7R A(Eff SPOT ELEVATION 4101, SEWER CLEANOUT DIRECTION OF CATCH BASIN EXISTING WATER EXISTIAG SEWER MAIN ALL RErERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED17ION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CON77?ACT DOCUMENTS THAT CAN NOT BE RESOLVED BY EXISTIAG SENER AEN SENER MAINILATERAL - -s- - - -s- 8 " #ATER 94 IN - -w- - - -w- - FIRE NA TER - -FW- - - -FW- - FIRE HYDRANT - -W- - - -W - -1 1` #A TER SERVICE --------------------------- m BACKFLON PREVEN7& --w- -w- REDXED Pfi M.URE THRUST BLOCK > #A TER VAL VF-.--..- (s) AEN SENER AMNhOLE OSMH#1 SENER CLEAN OUF �l -s- -5 - E) CO#1 SENER STUB -OUT-__ _S_ __s_ STREET L16HT - PER.CITY STD 404 PPOMN LINE CtTY OF' F'ONTA.NA GENERAL NOTES *am FS------- STREETIMPROVEMENT FG____ PROJECT 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC77ON (-GREEN BOOK-). TOP OF WALL IE -__-INVERT ELEVATION WM-,- WATER ME 7R SMH---- SEWER MANHOLE CO____ SEWER CLEANOUT ARROW BOULEVARD TRACT NO. 17456 ALL RErERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED17ION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CON77?ACT DOCUMENTS THAT CAN NOT BE RESOLVED BY rn Ppj7rrnrAlrr 0pnv1VzlnM(Z thl Mr- "rZPPPM PnnW" T14 rnhlTPAPTnP IQNAI I /AlAIM/A TP PPPf)PT (ZA11) FL --FLOW LINE ELEVATION TC______TOP OF CURB FS------- FINISH SURFACE FG____ FINISH GRADE T'W---.---- TOP OF WALL IE -__-INVERT ELEVATION WM-,- WATER ME 7R SMH---- SEWER MANHOLE CO____ SEWER CLEANOUT RIM------ RIM ELEVA TION KEY MAP PROPOSEDSTREET LIGHT PER STD. PLAN NO. 404 CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUMTY DEVELOPMENT DEPARTMENT, 77 E EA WO ENGINEERING DIVISION PRIOR TO THE START OF WORK. INSPECTION COORDINA ON SHALL B. REQUESTED AT L ST T . .. .. .... .. WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. SHALL CONFORM TO ALL TRAFFIC CON7ROL POLICIES, METHODS AND PROCEDURES DESCRIBED 5. THE CONTRACTOR IN THE STATE OF CALIFORNIA MANUAL OF TRAMC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC 011 T L CONTROL DEVICES AT ALL TIMES. 'T OR Z THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEE GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUNG OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMEN7S OF THEDIVISION OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED OF INDUSTRIAL SAFET� WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PU80C RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT 0 FOR THAT PURPOSE. 10. THE LOCATION OF UTIL177ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THEnELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIL177ES, 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, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORMDRAIN, FLOOD CONTROL AND CALSTRAN. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE 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 OPERA77ON AND WA TER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STA710NING REFERS TO 'rHE CENTERLINE Or STREET EXCEPT WHERE OTHERWISE NOTED. LIPHT 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 7`HE WORK TO THE PLAN GRADES. TH, CONTRACTO, SH LL 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 BENCHMARKS WITHOUT SHEET INDEX PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND TITLE SHEET SHEET i BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC77ON SO THAT 77ES TO MONUMENTS CAN BE ESTABLISHED S7REET IMPROVEMENT PLAN SHEET 2 FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 77MES. A MINIMUM 12 FOOT IN FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 1 inch = 50 ft 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUA7E WATERING, AT ALL TIMES. 20. ALL GRADING OPERA77ON SHALL BE DISCONTINUED 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 UN77L THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECRON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77ME OF CONSTRUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS71NG CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMPED "S" IN THE FACE OF THE CURH AT THE LOCATION OF THE SEWER LATERAL. 2& NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOILS 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 ANDIOR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE EXISTING SECTION OF ARROW BLVD. RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA rOR APPROVAL. UPON COMPLETION OF ROUGH GRADING. N TS T1=10.0 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 TRAMC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC77ON TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWING SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROWDE RECORD DRAWINGS TO THE CIT ENGINEER. ENGINEER'S No-rE THE EXISTANCE 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 ISREQUIRED 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 S17E CONDITIONS DURING COURSE OF CONSTRUCTION Or 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, AND HOLD THE CITY OF FONTANA, INDEMNIFY THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OKIVER OR THE ENGINEER. UNAUTHORIZED CHANGES -AND USES THE ENGINEER PREPARING MESE PLANS WILL NOT BE RESPONSIBLE rOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRI77NG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. WARNING.1.11H THE LOCATION AND ELEVATION OF EXISTING PIPELINES SHOWN ON THESE PLANS ARE APPROPRIATE ONLY. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE PIPELINES PRIOR TO ANY GRADING OR CONSTRUCTION NEAR EXISTING PIPELINES. S :7H OLJL Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED �ko E S 9 \ao sto PLANNING * ENGINEERING SURVEYING IMPROVEMENTS NOT COMMENCE WITHIN TWO OFFSITE STREET IMPROVEMENT PLAN -7 77-77 . ......... .... . . ...... morlmlm.. TVCAA0Q r TWr nATr nC' ADDDn\/Al (ZWn\Alxl Lic-017nKi 11 0) .1� 15938 BERNARDO CENTER DRIVE, SAN DIEGO CA 92127 ENGINEERS SURVEYORS PHONE: 858 451- 7918 FAX: 858 451-7920 EMAIL: jbsurvey@sbcglobal.net AC PAVEMENT 'PROPOSED SECTION OF ARROW BLVD. AT EXISTING DRIVEWAY NTS Ti=M0 VICINITY MAP MAL dORKING 8tFORE DAYS BEF'Ok� You blG YOU DIG ..... . . ... LINE OF SIGHT PLOT SCALE: 1 " = 60"