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2' (TYP) <br />CONSTRUCTION CENTERLINE, <br />PROFILE GRADE dt PIVOT POINT <br />to <br />DOWEL BARS <br />1" DIAM. <br />x18" ON 12' <br />o <br />CENTERS <br />.. <br />(TYP) <br />C <br />6" (TYP) <br />10 <br />/T.E-BARS <br />#5 BARx30" <br />ON 36' <br />i, <br />CENTERS <br />NEW TYPE 410C CURB <br />PER DETAIL 2, DWG. NO. MD3 <br />TRANSVERSE CONTRACTION OR <br />CONSTRUCTION JOINT (TYP) <br />NEW TYPE 410C CURB <br />PER DETAIL, DWG. NO. MD3 <br />PF <br />EXISTING CURB do GUTTER <br />EXISTING GUTTER LINE, } TO REMAIN PER DWG. NO. SP3 <br />REMOVE EXISTING HMA AT FACE ` <br />OF GUTTER, PER DWG. NO. SP3 \ <br />PAINTED LINE — <br />LONGITUDINAL CONTRACTI01 <br />OR CONSTRUCTION JOINT <br />PAINTED LANE LINE <br />— <br />HOW AVENUE <br />LONGITUDINAL CONTRACTI01 <br />OR CONSTRUCTION JOINT <br />—PAINTED LANE LINE - <br />ONGITUDINAL CONTRACTI01 <br />OR CONSTRUCTION JOINT <br />NEW TYPE 410C CURB -J <br />PER DETAIL 2, DWG. NO. MD3 <br />TRANSVERSE CONTRACTION OR <br />CONSTRUCTION JOINT (TYP) <br />— r-6" (TYP) — — — — <br />DOWEL 8 <br />1" DIAM. <br />x18" ON <br />CENTERS <br />(TYP) <br />JZE BARS — — <br />#5 BARx30" <br />ON 36" <br />CENTERS <br />GENERAL NOTES: <br />1. THE TYPICAL JOINTING PLAN PROVIDES TYPICAL. JOINT SPACING <br />AND LOCATIONS AND JOINTING RELATIVE TO EXISTING CURBS, <br />GUTTERS AND PCC PANELS TO REMAIN. THE CONTRACTOR <br />SHALL PROVIDE A DETAILED JOINTING PLAN, PER SPECIAL <br />PROVISIONS DIVISION 5-05.3. <br />2. WHERE DOWELS AND TIES ARE USED, PLACEMENT DEPTH SHALL <br />BE AT ONE HALF THE DEPTH OF THE CONCRETE. <br />3. CONTRACTION, CONSTRUCTION, AND ISOLATION JOINTS SHALL BE <br />CONSTRUCTED PER THE SPECIFICATIONS AND PER WSDOT STD. <br />PLAN NO. A-40.10-01. <br />4. ISOLATION JOINTS AROUND STRUCTURES SHALL BE PER WSDOT <br />STD. PLAN NO. A-40.15-00. THE CONDITION USED IS <br />DEPENDENT ON THE JOINT LOCATIONS AND SHALL BE IDENTIFIED <br />BY THE CONTRACTOR IN THE JOINTING PLAN AND APPROVED BY <br />THE ENGINEER. <br />5. DOWEL BARS SHALL BE EPDXY COATED PER WSDOT STD. <br />SPECIFICATIONS DIVISION 9-07.51'1). TIE BARS SHALL BE PER <br />WSDOT STD. SPECIFICATIONS DM$$IbON 9-07.6. <br />REMOVE EXISTING PCC PANEL <br />AT NEAREST TRANSVERSE JOINT <br />OR AS DETERMINED BY THE ENGINEER <br />EXISTING PCC PANELS <br />ISOLATION JOINTS BETWEEN EXISTING do NEW PCC PANELS <br />TO REMAIN, SEE <br />DWG. <br />AT 1.0' FROM FACE OF CURB OR AS DIRECTED BY THE ENGINEER <br />N0. SP3-SP5 <br />SAWCUT LONGITUDINALLY AT 1.0' FROM FACE OF <br />SAWCUT LONGITUDINALLY AT 1.0' FROM FACE OF <br />CURB OR AS DIRECTED BY THE ENGINEER <br />EXISTING PCC PANELS <br />CURB OR AS DIRECTED BY THE ENGINEER <br />TO <br />REMAIN, SEE DWG. <br />NO. SP3-SP5 <br />EXISTING CURB TO REMAIN-1 <br />EXISTING CURB TO REMAIN <br />PER DWG. NO. SP3-SP5 8' (1YP) <br />-TRANSVERSE CONTRACTION OR <br />CONSTRUCTION JOINT (TYP) <br />PER DWG. NO. SP3-SP5 � <br />— <br />— <br />— — <br />PAINTED PARKING LANE LINE <br />z W <br />LONGITUDINAL CONTRACTION <br />and <br />OR CONSTRUCTION JOINT <br />v — — — — — <br />— — <br />— — — — <br />PAINTED LANE LINE <br />—LONGITUDINAL CONTRACTION7 <br />0 <br />OR CONSTRUCTION JOINT <br />g <br />CALIFORNIA STREET <br />o <br />CONSTRUCTION CENTERLINE, <br />,r <br />LONGITUDINAL CONTRACTION <br />OR CONSTRUCTION JOINT <br />PROFILE GRADE h PIVOT POINT _ <br />Q <br />Q <br />T> <br />Z <br />0s a <br />LONGITUDINAL CONTRACTION <br />OR CONSTRUCTION JOINT <br />— — — <br />— — — <br />— — <br />PAINTED LANE LINE <br />x z <br />ms v <br />Qn <br />ELT <br />LONGITUDINAL CONTRACTION <br />r� <br />OR CONSTRUCTION JOINT <br />a <br />au <br />ww <br />RECORD DRAWING <br />� <br />8' ( ) <br />ISOLATION JOINT <br />EXISTING CURB TO REMAIN <br />PER DWG. NO. SP3-SP5 <br />oo 471.1dtDrawi 9 has provided by of to part based <br />provided M other. Though <br />EXISTING PCC PANELS TO REMAIN <br />the as -bunt information and this drawing are based on <br />the best available Information. no presumpttun should <br />PER DWG. N0. SP3-SP5 <br />be made regarding the drawing's uoouracy. <br />NEW TYPE 410C CURB <br />PER DETAIL 2, DWG. N0. MD3 <br />REMOVE EXISTING PCC <br />PANELS AT NEAREST JOINT <br />��^ I Z seu <br />rI1V �'`—� <br />TRANSVERSE CONTRACTION OR <br />CONSTRUCTION JOINT (TYP) <br />CALIFORNIA STREET TYPICAL PCC PAVEMENT JOINTING PLAN <br />SI`gne y a a <br />Sc-T,- g,anA,,, <br />MD5 <br />N.T.S. <br />Print Name do Tills <br />31168 <br />�O1e <br />�= NONE <br />Verb NONEVlk <br />TT <br />CITY OF EVERETT <br />PUBLIC WORKS <br />ENGINEERING & PUBLIC <br />DEPARTMENT <br />HOYT <br />AVENUE STREETSCAPE IMPROVEMENTS <br />WO# PW3353 <br />MISCELLANEOUS ROADWAY DETAILS <br />TYPICAL JOINTING PLAN <br />°rowing <br />MD5 <br />4S-BUILT <br />REVISED LONGITUDINAL AND TRANSVERSE JOINT SPACING <br />assigned By: <br />RP <br />REVISED LONGITUDINAL JOINT SPACING <br />REVISION <br />ln.pB0f0d Sr. <br />Perteet, <br />`� "°°'t�°"S'°a° <br />2rar%W-% -suss Boo <br />exm <br />Sheet N. <br />49 122 <br />PLANS ISSUED FOR: <br />W.O. No.: <br />PW3353SERVICES <br />07/22/10 <br />RP <br />CONST <br />AS-BL <br />)N: <br />DATE <br />PRVD <br />ACTION: <br />DATE <br />APRVD <br />ACTION: <br />Datr. <br />O6 04 2010.xwe+N�oee <br />