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(NO WORK)915441APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETReference Documents:City Standard Specifications - January 2016 EditionCity Engineering Standards - January 2016 Edition1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIALPROVISIONS PREPARED FOR THIS PROJECT AND THE 2016 CITY OF SAN LUIS OBISPOSTANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THESTATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSAND STANDARD PLANS, 2010 EDITION.2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT"UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE BEFORE THE BIDS OPENAND DURING THE ENTIRE LENGTH OF THE CONTRACT.4.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYORSHALL FILE A CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTYSURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THEPOTENTIAL TO BE DISTURBED.5.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OFDAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5)WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY ACALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING ACORNER RECORD WITH SAN LUIS OBISPO COUNTY.6.ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARDPLANS A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOTMARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE.7.CONTRACTOR AGREES UPON SUBMISSION OF HIS/HER BID THAT HE/SHE HAS VISITED THESITE AND IS AWARE OF PROJECT SITE CONDITIONS THAT AFFECT THE PROJECT COST ANDTHAT HIS/HER BID IS SUFFICIENT TO COVER RELEVANT EXPENSES.index to planssheet no.descriptiongeneral notes:san luis obispo county, californiaMatthew A. Horn R.C.E. C63611City EngineerNo. C 63611Approved: MA
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IA 1VICINITY MAP, GENERAL NOTES2FREDERICKS STREET REPAIR AREAAPRIL 2017FREDERICKS STREETPAVEMENT REPAIRRKnow what's below. Call before you dig.PAVEMENT REPAIR AREACITY LIMITSRIGHT-OF-WAYCURB AND GUTTERR/WSYMBOLSEWER MANHOLEUTILITY COVERWATER VALVEFIRE HYDRANTGAS VALVEMONUMENTGVNOTEENG STD REF.63106340, 60409020, 60406610, 6040EXISTING(E)legend:4/18/17PROJECT LOCATION2
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
402001 INCH = 40 FEETGV1 PAVEMENT REPAIR AREAMAXIMUM EXTENTSOF PAVEMENT REPAIR(7081 SQFT). FIELDMARKED WITH PINKPAINT.DETAIL 22(300 LF)8" DEEP GRIND(2" AC OVER 6"AGG BASE)ADJUST MANHOLECOLLAREXISTING, NO ADJUSTMENT67' x 8' OF OVER EX & RECOMPACT FOR18" BELOW CLII BASE. (ALL IMPORTWAS CLII BASE)2" MILL & FILL(NO WORK)NOT TO SCALEPAVEMENT REPAIR1NOTE:1.EXACT AREAS UNKNOWN. VERIFY WITHENGINEERING INSPECTOR DURING WORK.2.REMOVE ALL COLD MIX PATCHES ANDREPLACE WITH MINIMUM 2"AC OVER 4" BASEPER DETAIL 1.(E) MOUNDED OR SETTLED PAVEMENT DUETO WATERLINE RUPTURE. COMPLETELYREMOVE (E) AC PAVEMENT.2" AC OVERLAYRESTORE SUBGRADE VOIDS WITH CLASS IIAGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION. MINIMUM THICKNESS4" UNDER NEW PAVEMENT.COMPACT TOP 6" OF SUBGRADETO 95% RELATIVE COMPACTION.(E) STABLE SUBGRADE2" MILL AND AC OVERLAY4" - 6"(E) ACAREAS DEMONSTRATING UNDERLYINGPAVEMENT VOIDS AND/OR EVIDENCE OFSUBGRADE VOIDS OR FAILURE. SEE NOTE 1.AREAS OF STABLE SUBGRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:2ofSHEET NO.CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONFREDERICKS STREET PAVEMENT REPAIR
JLDAMH915442PLAN and DETAILSFREDERICKSAS NOTEDKENTUCKY
APRIL 2017DESIGNED BY:DRAWN BY:BN4/18/17RECORD DRAWINGDATE:BY:FEB 2018JDLR
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
402001 INCH = 40 FEETGV1 PAVEMENT REPAIR AREAMAXIMUM EXTENTSOF PAVEMENT REPAIR(7081 SQFT). FIELDMARKED WITH PINKPAINT.DETAIL 22(300 LF)ADJUST MANHOLECOLLARNOT TO SCALEPAVEMENT REPAIR1NOTE:1.EXACT AREAS UNKNOWN. VERIFY WITHENGINEERING INSPECTOR DURING WORK.2.REMOVE ALL COLD MIX PATCHES ANDREPLACE WITH MINIMUM 2"AC OVER 4" BASEPER DETAIL 1.(E) MOUNDED OR SETTLED PAVEMENT DUETO WATERLINE RUPTURE. COMPLETELYREMOVE (E) AC PAVEMENT.2" AC OVERLAYRESTORE SUBGRADE VOIDS WITH CLASS IIAGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION. MINIMUM THICKNESS4" UNDER NEW PAVEMENT.COMPACT TOP 6" OF SUBGRADETO 95% RELATIVE COMPACTION.(E) STABLE SUBGRADE2" MILL AND AC OVERLAY4" - 6"(E) ACAREAS DEMONSTRATING UNDERLYINGPAVEMENT VOIDS AND/OR EVIDENCE OFSUBGRADE VOIDS OR FAILURE. SEE NOTE 1.AREAS OF STABLE SUBGRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:2ofSHEET NO.CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONFREDERICKS STREET PAVEMENT REPAIR
JLDAMH915442PLAN and DETAILSFREDERICKSAS NOTEDKENTUCKY
APRIL 2017DESIGNED BY:DRAWN BY:BN4/18/17