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Home My WebLink About5013-14MATQH EXIST, PAVEMENT AI' --- THICK InitoixNess SEE NOTE 10 'PIPE PG -64-10, HOT IVIIX A,O. MIN 1 1M° LANE, EINE STRIPIN SEE NOTE 10 TYPE. Hi PG -64-10, HOT , iX IF DISTANCE IS < 2' OR AS DIRECTED SY THE CITY ENGINER OR DESIGNEE, EXISTING *R, M „ SIZE NATIVE EKT SOIL COMPACTED 95% 6' KW,. SIZE NATIVE SOIL, COMPACTED 90% W NT\ MIN, PI OUINTETE DAMETEI Or PIPE wit). EA tr 414,0 1, ALL EXCAVATIONL,KTHIN THE CITY OE FONTANA RIGHT-OF-WAY REOUIRES,AN ',EXCAVATION' FERMI FROM THE ESPNNEERING DIV/PION 2,, UNDERGROUND ,SERVICE ALERT SHALL SE NOTIFIED 2 WORKING DAYS PRIOR TO STAFtT OF VVORK 140090294133 3, ALL PUBLIC WORKS INSPECTION REQUESTS 3ILL BE MADE 2 WORKING DAYS AHEAD OF GCHEDUL,ED WORK tL„ OKIPACTION OF SACK FILE SHALL BE VERIFIED EY REOTTITERED OEOTECHNICAL ENGINEER ANO A COMPACTION REPORT SUBMITTED TO' THE, CITY FOR APPROVAL PRIOR TO THE PLACING 'OF THE PERMANENT PAVEMENT, I.N, LIEU OF DOPPACTION TESTING CONTRACTOR MAY USE 2.6AC POCI SLURRY. IINE3 SHOULD BE IN ACCORDANCE WITP.I NOTE NO, 1:2, PIPE CLASSID-LOADING, 5 ALL EXACAVATIONS SHALL BE MADE, FIROTECTED AND SUPPORTED AS REQUIRED FOFt SAFETY AND IN A MANNER SET FORTH IN OPE- RULES, ORDERS, AND REGU TION PRESCRIBED SY THE CALIFORNIA DIVISION OF 'INDUSTRIAL SAFETY, A COPY OF THE CAL OSHA EXCAVATION PERMIT, IF APPLICABLE, SHALL SE FURNISHED TO TPIE PROJECT INSPECTION PRi0 TO SEG/NNING THE ORK. STEEL PLATE BRIDGING SHALL SE IN ACCORDANCE MATH CITY SID NO /00S 6 PERMANENT PAVEMENT SHALL SE REPLACED WITHIN 30 DAYS OF EXCAVATION A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL SE PLACED WITHIN TFIE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED OR AS DIRECTED BY THE CITY ENS( eR OR DESIGNEE. THE „MPORAHY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH T" TVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TE ()NARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAMING IS IN PLACE ITY C)F F ENGI R DATE No. 51152 MC ROO SANDOVAL * EXP.„0130,109 R V1E1 'ED EY: CiVIL DAT OF LA T EVI81 N: 12/03/07 A.LL EDGES OF EXISTING PAN/BKIENT BEING JOINED AND SLIRFAOE BEING OVERLAID SHALL RECEIVE A TACK PRIOR TO PLACEMENT of PEIIIMANENT PAVING. EXISTING PAVE NT SHALL BE CUT TO A NEAT STRAIGHT LINE, ALL PAVEMENT JOINTS OR CRACKS IIVITHIN 2 FEET OF TTRE140H IN ALL DIRECTIONS, OR AS DIRECTED SY THE ITV ENGINEER OR ETIES1(3NEE, SHALL se REMOVED AND REPLACED. TES : Continued COAT OF A ESILILSION. 9, TRENCHES OF 300 FEET OR mme sHALL as PAVED WITH A SELF.pRoPELLeo PAVING NIACHINE. 10, ANY S T P V „FLAVIN° T G , BoH H TREtit H E :TEL iNG INT THE RAVELED LAN AVE BEL L R ENTIRE LENGTH OF ALA THE TRENCH UP TO THE NEMEST LANE LINE, SE COLD MILLED AND OVERLAID 10 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF TRENCH, 11 11„ IF TRENCH FAILURE SHOULCI CUR, THE PERMITTEVDE LOPER LL DE NOTIFIED OF SUCH DEFICIENCIES AND DIRECTED TO REMOVE, REPLACE, * MEDY THIS WORK. UPON FAILURE OF THE CONTRACTOR To PROMPTLY COMPLY AND DER oHiseR OF THE cirr. Et tNE BENCH SHALL BE REMEDIED, REMOVED, REPLACED AT PERMITTEE/ DEVELOPERS SOLE EXPENSE. 12, wBEIEDI DaHINTG,vi,MHA:c:TtiERciAoLt4FE011:ARLmt,s6:0STANHEDF. :RALL: \o/vvELIN, CGR:::IONGM:IsrELLANEous BA OR NATIVE FREE -DRAINING ULAR MATERIAL HAVING A SAND EQUIVALENT Of NOT LESS THAN 30, .AND. SHALL, HAVE A PERCENTAGE COMPOSITION BY A 1 4 314" - 100 14, FULL STREET CLOSURES REWIRE CITY NAME', INGINItLIR APF,ITOVAL, AND RS TST FOR SUCH CLOSURES OTRACTORMERMITa SHALL BE, REWIRED TO FOLLOW THE WORKAREIA TRAFFIC CONTROL PIKIJII;OCIK 15. THE IIIII3.,tKKING 'HOURS ON AR:TIMM-AND MAJOR STREETS SHALL DE SUBJECT T APIPROVAL BY CITY TRAFAC SHALL, BE SUBMITTED 20 DAYS IN ADVANCE OF CLOSURE. ENGINEERS OFFICE, (NIVATOW MANUAL) OR AS DIRECTED BY THE otry nuffso ENGINEER OR DESIGNEE, -16. ALL. STRIPING AND MARKINGS DAMAGED DURING CONSTRUCTION SHALL SE REPLACED IN KIND AS DIRECTED ay THE orry ENGINEER OR DESIGNEE, 17, ALL POTHOLES/SERVICE CUTS/ETC. SHALL SE SACK FILLED WITH A 2 -SACK SLURRY OR AS SPECIFIED BY THE CP ENGINEER OR DESIGNEE, ie. SOIMSTERILANT IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT NICAR,NA -SANDOVAL BY: DATE OF LAST REMIT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WIT -IN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGE\T MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO TI -E PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under The Supervision Of CC)NSULTING CIVIL ENGI ERS TOLL F A PU:i IC SERVICE BY UNKRGR E ICE ALERT 870 T STREET, SUIrIE 1278 SAN 9 NCISCO, CA 94102 (415) 433 4848 REVISION DESCRIPTION BE AMIN SHICK R.C.E. 68813 DRAWN BY: GMA DESIGNED BY: GA CHECKED BY: BLS APPROVED BY: CITY ENGINEER R.C.E. 51152 SCALE: AS SHOWN DATE: 04/12/13 DRAWING NO.: 9 I