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HomeMy WebLinkAbout3348-2EXISTING AC PAVEMENT z r 0 R/W 7' 0.10' OVERLAY 0.48' AC PAVEMENT 4 -SACK ORANGE PEA GRAVEL • BACK FILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) TOP OF CONDUIT ti :'4 6-1.5" SCH 40 HDPE MULTI CELL RACEWAY 6 DUCTS ORANGE, YELLOW, RED, BLACK, LUE, AND GREEN. WITH INTERCONNECT CABLE IN THE ORANGE DUCT. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT OEFOREo CODE REQUIRES A DIG ALERT IDENTIFICATION rG NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Z'tIE'f IT77 ' 7KF AM 4- 1 uu A - ESS TKE ENGINEERING, INC. FN I �4Fp T j� 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 c� g (909) 680-0440 No.44226 $ ERING FAX (909) 680-0490 Exp.6-30-05 cl v 0-�� 0 cAI'_ MICHAEL PATRICK THORNTON R.C.E. No. 44226 REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 6-30-05 A-- I A; NO i! � � � , I Fil. STREET IMPROVEMENTS SIERRA AVENUE i i �Ir EZZ ----_�-- GRAPHIC SCALE 30 0 15 30 60 SCALE: 1 30' "Nam (IN FEET) 1 INCH = 30 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, _ CALIFORNIA REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY GENERAL NOTES: SIERRAAVENUE 1-10 FREE AY TO VALLEY BOULEVARD SIGNING AND STRIPING GENERAL NOTES: I CITY OF FONTANA, UTILITY NOTIFICATION LIST: DATE: 1. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT CITY OF FONTANA SO. CALIF. EDISON GENERAL TELEPHONE COMPANY DRAWING NO.: 3348 DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER AND THE STD. CITY 4 ENGINEER GP- 511 � 2 . : _ l DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION 8353 SIERRA AVENUE 7951 REDWOOD AVENUE ATTN: STEVE HOCK SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC FONTANA, CA 92335 FONTANA, CA 92336 1400 E. PHILLIPS BLVD. RIGHT-OF-WAY WITHIN CITY LIMITS. CALL (909) 350-7610. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT (909) 350-6632 (909) 357-6185 ONTARIO, CA 91766 PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES (909) 469-6336 DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNDERGROUND SERVICE ALERT FONTANA WATER COMPANY 3. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE OTHERWISE NOTED. UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. (800) 227-2600 ATTN: AL KROHN MARYGOLD MUTUAL WATER COMPANY 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC 8440 NUEVO AVENUE ATTN: BILL STAFFORD CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL SO. CALIF. GAS COMPANY FONTANA, CA 92235 9725 ALDER AVENUE 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", 1981 W. LUGONIA AVENUE (909) 822-2201 BLOOMINGTON, CA 92316 "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITIONS. REDLANDS CA 92374 FAX (909) 823-5046 (909) 877-0516 6. PAVEMENT SECTION IS 0.48' AC BASE AND MINIMUM 0.10' AC OVERLAY OVER 1' AB, THICKNESS IS FOR BID 909 335-7547 ( ) FAX 909 877-6609 ( ) PURPOSES ONLY AND WERE DETERMINED USING AN ASSUMED, 11 = 11, R = 50 FOR SIERRA AVENUE. ACTUAL 5. TWO (2) WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE CONTROL POINTS OR CAT -TRACKING PRIOR TO APPLICATION OF PAVEMENT STRIPING. EMERGENCIES: (800) 427-2200 ADELPHIA RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR 1205 DUPONT AVENUE APPROVAL UPON COMPLETION OF ROUGH GRADING. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC SPRINT ONTARIO, CA 91761 ENGINEER. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE EMERGENCIES: (800) 521-0579 (909) 390-4738 CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON PLANS. IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE _ SWALES, ENTERING OR LEAVING IMPROVEMENTS. 8. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 9. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS EXACTLY. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK CONSTRUCTION NOTES: TO THE PLAN GRADES. ALL GRADES LESS THAN 0.5% SHALL BE STAKED 12.5' ON CENTER. 10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OHTERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. 10 CONSTRUCT ELECTRICAL CONDUIT, AS SPECIFIED ON STREET IMPROVEMENT PLAN. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN LOCATED WITHIN AREAS TO BE 11. CROSSWALKS SHALL HAVE 10' 'BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN 17 CONNECT TO EXISTING ELECTRICAL POWER SOURCE PER SC EDISON REQUIREMENTS. IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE ON THE PLANS, PER CITY OF FONTANA STANDARD DETAIL NO. 1006. CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18 INTERCEPT AND CONNECT TO EXISTING CONDUIT PER SC EDISON REQUIREMENTS. 12. AS -BUILT DRAWINGS SHALL BE' PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL 12. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR PROVIDE RECORD DRAWINGS TO THE CITY OF FONTANA. 27 CONSTRUCT SIX 1lh" HIGH DENSITY POLYETHYLENE (HDPE) FIBER OPTIC CONDUITS AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. ' WITH ONE #10 GREEN STRANDED IN EACH CONDUIT FOR FUTURE USE, SEE SHEET 13. ALL CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE ENGINEER. 2 FOR TRENCH DETAIL. 13. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCA11ON STANDARD DETAIL 129. 28 CONSTRUCT FIBER OPTIC SPLICE VAULT WITH SPLIT LID. SPLICE VAULT COVER 14. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS TO BE INSCRIBED "TRAFFIC". INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL CONSTRUCTION NOTES: SYSTEMS, ETC. ❑4 REMOVE AND RELOCATE EXISTING STREET LIGHT BY OTHERS. 15. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY OF FONTANA. 16. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE 11ME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 17. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR --- - ` - - MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. -- -__ / t' ,, t © ,` ► �li r j E 18. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. r 19. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED._41 1 - 20. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. / t 21. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. n 22. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. �--° _. F -__ -� --¢= _-.-�;, _, , r- �__ : ;,._�§,� l y- 23. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR - PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. ---- ---: .---' �� -� �"`�-'�.� - - _ 4::�-=-_-�-`�'___ --�=;- :==- .mss -=�- _�--...�•; _ 24. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS SHOWN ON THE ATTACHED STRIPING PLAN �-�` -_' �_ -- - - ________ to OR AS REQUIRED BY THE CITY ENGINEER. , 25. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. r=--- - -- - - - - - 26. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK JY SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. - -� -- -- -- - i i 27. UNDERGROUND CONDUIT PIPELINE CONSTRUCTION CONTRACTOR SHALL VERIFY LOCATIONS OF FOR ALL - - ----- �\ r + �� - - -- _ __ __ _ INTERFERENCE PRIOR TO BEGINNING CONSTRUCTION. IF INTERFERENCE CONFLICT WITH PROPOSED IMPROVEMENTS, _ _ `-, - D ` {y- CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAID CONFLICT. C• 28. CONTRACTOR SHALL REMOVE AND REPLACE WATER FACILITIES (FIRE HYDRANTS AND WATER SERVICES) AS z SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL REMOVE ALL PIPING, FIRE HYDRANT AND RELATED -- -- ...- ---- -I FACILITIES FROM EXISTING MAINLINE OUTLET VALVE OR CORPORATION STOP. CONTRACTOR SHALL INSTALL NEW Y �- - ---- �____ __- j� FIRE HYDRANTS AND WATER SERVICES PER CITY STANDARD DETAILS. ALL INSTALLED MATERIALS SHALL BE NEW. _ _ -f - i--� - - -- �- EXISTING AC PAVEMENT z r 0 R/W 7' 0.10' OVERLAY 0.48' AC PAVEMENT 4 -SACK ORANGE PEA GRAVEL • BACK FILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) TOP OF CONDUIT ti :'4 6-1.5" SCH 40 HDPE MULTI CELL RACEWAY 6 DUCTS ORANGE, YELLOW, RED, BLACK, LUE, AND GREEN. WITH INTERCONNECT CABLE IN THE ORANGE DUCT. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT OEFOREo CODE REQUIRES A DIG ALERT IDENTIFICATION rG NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Z'tIE'f IT77 ' 7KF AM 4- 1 uu A - ESS TKE ENGINEERING, INC. FN I �4Fp T j� 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 c� g (909) 680-0440 No.44226 $ ERING FAX (909) 680-0490 Exp.6-30-05 cl v 0-�� 0 cAI'_ MICHAEL PATRICK THORNTON R.C.E. No. 44226 REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 6-30-05 A-- I A; NO i! � � � , I Fil. STREET IMPROVEMENTS SIERRA AVENUE i i �Ir EZZ ----_�-- GRAPHIC SCALE 30 0 15 30 60 SCALE: 1 30' "Nam (IN FEET) 1 INCH = 30 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, _ CALIFORNIA REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY DRAWN BY. TMR SIERRAAVENUE 1-10 FREE AY TO VALLEY BOULEVARD SCALE: AS SHOWN DESIGNED BY DATE: REQUIRE REVISIONS TO THE PLANS TO TMR (IN FEET) 1 INCH = 30 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, _ CALIFORNIA REQUIRED IMPROVEMENTS NOT STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY DRAWN BY. TMR SIERRAAVENUE 1-10 FREE AY TO VALLEY BOULEVARD SCALE: AS SHOWN DESIGNED BY DATE: REQUIRE REVISIONS TO THE PLANS TO TMR S, FIB QnC & ELECTRICAL DETAILS MAY 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CHECKED BY: MPT BY: DATE: • ® DRAWING NO.: 3348 A CITY 4 ENGINEER GP- 511 � 2 . : _ l