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HomeMy WebLinkAbout5413-14 MATCH EXIST. PAVEMENT 4. 1" GENERAL. NOTES : Continued 4"THICK MINIMUM THICKNESS SEE NOTE 10TYPE III PG-64-10, HOT MIX AC. MIN 1 1/4" 7, PRIOR TO PLACEMENT OF PERMANENT PAVING,EXISTING PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE, TYPE III PG-64-10, HOT MIX A.C. ALL PAVEMENT JOINTS OR CRACKS WITHIN 2 FEET OF TRENCH IN ALL DIRECTIONS,OR AS DIRECTED BY THE LANE LIME STRIPING —, 77- CITY ENGINEER OR DESIGNEE,SHALL BE REMOVED AND REPLACED. SEE NOTE 10 'IF DISTANCE IS< pFY AS DIRECTEifl BY THE 8. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK W - CITY ENGINER OR DESIGNEE. COAT OF ASPHALT EMULSION. r •A.C.TO BE REMOVED EXISTING A.G. MENMIN ' / . I AND REPLACED9. TRENCHES OF 300 FEET OR MORE SHALL BE PAVED WITH A SELF-PROPELLED PAVING MACHINE. .;:.; 10, ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS SHALL BE SUBJECT TO SPECIAL PAVING REQUIREMENTS. ANY TRENCH EXTENDING FROM THE CURB INTO THE PARKING LANE,SHALL REQUIRE 4-.�~ \•,'• .. • .'• ••',` •.' `• A COMPLETE GRIND AND OVERLAY OF THE PARKING LANE. ALL TRENCHES EXTENDING LONGITUDINALLY E `,`` `` ','* �. 4 `'' 12" -'r ,, `.\ '�``ti 'ti •^ '., ••;`,\�'' IN THE DRIVING LANE SHALL REQUIRE THAT THE ENTIRE LANE BE COLD MILLED AND OVERLAID. ALL `:E`` n S'' «F :., E, ,: `•, , TRENCHES EXTENDING INTO THE TRAVELED LANE TRANSVERSELY WILL REQUIRE THE ENTIRE LENGTH OF a .fiICE� 'tom 3"MAX SIZE NATIVE �• ;*r ,. THE TRENCH UP TO THE NEAREST LANE LINE BE COLD MILLED AND OVERLAID 10 FEET IN BOTH DIRECTIONS SOIL,COMPACTED 95% t > r: ~ i�';.'s FROM THE CENTERLINE OF THE TRENCH, C . .�;� ', , '', t�"iz,... ,."o 1 �;r1.' 11, IF TRENCH FAILURE SHOULD OCCUR,THE PERKSETEE1DEVELOPER WILL BE NOTIFIED OF SUCH DEFICIENCIES AND �.,/ t c.�' stJ IC ,, C • ' 8"MAX.SIZE NATIVE SOIL, DIRECTED TO REMOVE,REPLACE,REMEDY THIS WORK.UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY \y` 0� ,c`a isi 4- \<,/ COMPACTED 90% AND UNDER ORDER OF THE CITY ENGINEER,TRENCH SHALL BE REMEDIED,REMOVED,REPLACED AT PERMITTEE/ '';?.°� p C s A r. `r ' -. .06 ., ''r DEVELOPERS SOLE EXPENSE, �,\,/��. `�l'u fti 12. BEDDING MATERIAL SHALL BE SAND GRAVEL,CRUSHED MISCELLANEOUS BASE OR NATIVE FREE DR ININ;GRANULAR r �.; �/ MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30,AND SHALL HAVE A PERCENTAGE COMPOSITION BY ' ` .`,t2" BEDDING MATERIAL SHALL MEET OR WEIGHT WHICH CONFORMS TO THE FOLLOWING GRADING; EXCEED SECTION 306-1 2.1, STANDARD SIEVE SIZES % PASSING SIEVES SPECIFICATIONS FOR PUBLIC WORKS ICONSTRUCTION,LATEST EDITION ` `� ` I LOCALLY EXCAVATED NATIVE MATERIALS 1 1I1 M- -- - --- --- - - - - - - - - - LEGEND : ,-` ','� MAY BE BLENDED TO THE REQUIRED - -- --- -- -- -- ------- - - 314„ EE E /. ., SAND EQUIVALENCY OF 30 OR GREATER. - - - - _ 100 W= TRENCH WIDTH ,TH '\/ � / :\//\/ ,/ A"M IN. O.D. =OUTSIDE DIAMETER \1•'.' ,,:\\`, \,,, - \ s 112"- - X00 , � 3/8" -- - ---- ------- ----- - 20 - 60 OF PIPE W.:a 7 *12"MU-4, BEDDING SHOULD BE IN ACCORDANCE NO. 4 ------ - -- -- - -- - - -- - © - 15 O.D,.24-MAX- WITH NOTE NO. 12,PIPE CEASS/D-LOADING. GENERAL NOTES : No. B -___ -_._ 0-5 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY REQUIRES AN EXCAVATION PERMIT FROM THE 13. THE CONTRACTORlPE12MITEE SHALL BE REQUIRED TO FOLLOW THE WORK AREA TRAFFIC CONTROLHANDBOOK ENGINEERING DIVISION. (-WATCH'MANUAL)OR A5 DIRECTED BY THE CITY TRAFFIC ENGINEER OR DESIGNEE. ` 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800-422-4133 14, FULL STREET CLOSURES REQUIRE CITY TRAFFIC ENGINEER APPROVAL AND REQUEST FOR SUCH CLOSURES 3. ALL PUBLIC WORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF SCHEDULED WORK. SHALL BE SUBMITTED 20 DAYS IN ADVANCE OF CLOSURE. 4. COMPACTION OF BACK FILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER AND A COMPACTION IS. THE WORKING HOURS ON ARTERIAL AND MAJOR STREETS SHALL BE SUBJECT TO APPROVAL BY CITY TRAFFIC . REPORT SUBMIT TED TO THE CITY FOR APPROVAL PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT. ENGINEER'S OFFICE. IN IJEU OF COMPACTION TESTING CONTRACTOR MAY USE 2-SAC PCC SLURRY. 5. ALVEXACAVATIONS SHALL BE MADE,PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN A MANNER 16. ALL STRIPING AND MARKINGS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AS DIRECTED SET FORTH IN OPERATIONS, RULES;ORDERS,AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF BY THE CITY ENGINEER OR DES/ E INDUSTRIAL SAFETY A COPY OF THE CAL OSHA EXCAVATION PERMIT,IF APPLICABLE,SHALL SE FURNISHED 17. ALL POTHOLES/SERVICE CUTS/ETC.SHALL BE BACK FILLED WITH A 2-SACK SLURRY OR AS SPECIFIED BY TO THE PROJECT INSPECTION PRIOR TO BEGINNING THE WORK.STEEL PLATE BRIDGING SHALL BE IN ACCORDANCE THE CITY ENGINEER OR DESIGNEE. WITH CITY STD NO. 1009, 18. SOIL-STERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT, 6. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION A MINIMUM 2-INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED OR AS DIRECTED BY THE CITY ENGINEER OR DESIGNEE. THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE, PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE. QROIESSIo , ..ROVED CITY OF FONTANA ItocESs/o d �� - Ay ROVED Y; CITY OF FONTANA 4- 0 so() 4 / itior c I rr. ,�. . ,m_._ 2 •' STANDARD fes , / /0-e STANDARD No.51152 CITY ENGINEER DATE `�` No 51152 '" CITY ENGINEER DATE RICARDO SANDOVAL TRENCH REPAIR RICARDO SANw�t. TRENCH REPAIR * EXP MOM * * EXP.9l30149 REVIEWED BY: REVIEWED BY; I.� CIVIL J'l�T ��R E OF CAL14' DATE OF LAST REVISION: 1'2103/Q7 510.PLAN NO, 1008 SW 1 OF 2 ' 4)' Of CAtt�flR�a DATE OF LAST REVISION: 12/03/07 STD.PLAN N©. 1008 !SHT 2 OF+12 - RECORD DRAWING BASED ON FIELD INFORMATION PROVIDED BY HPS MECHANICAL, INC. SHOULD CONSTRUCTION OF THE REQUIRED Du Q Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QpAF -' DNq IMPROVEMENTS NOT COMMENCE WITHIN Two Schaaf ,Wheeler �Q�° ,i IN c. �� SANITARY SEWER PUMP STATION REPAIRS r� G, YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� CONSULTING CIVIL ENGINEERS �/ m? DRAWN BY: SCALE: AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL ��� TWp MORK I NG 870 MARKET STREET, SUITE 1278 * o.68813 * DESIGNED BY: DATE: AS SHOWN CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE I DAYS BEFORE DETAILS YOU DIG YOU DIG SAN FRANCISCO, CA 94102 �� �IVI�. ' GMA 04/12/13 PLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE ��1-800-227-2600 REV. 1 RECORD DRAWINGS 5/6/15 BLS (415 433-4848 9T4-p CPO Date CHECKED BY: APPROV B • ,/ DRAWING NO.: l / STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE / F GAL BENJAMIN L. SHICK R.C.E. 68 13 _ _ t DATE: ( Z ' rT• 11 C14 14 BLS CITY ENGINEER R.C.E. 51152 3 54/3