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PVMT. REMOVE PORTION OF EXISTING CONCRETE APRON 2" CRUSHED SURFACING TOP COURSE EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE TRANSVERSE – CONSTRUCTION JOINTS EXISTING CATCH BASIN (TO REMAIN) EXISTING INTEGRAL 4ND GUTTER MAIN) A TO FACE OF EXISTING EXISTING CURB CATCH BASIN (TO REMAIN) REMOVE EXISTING l a ASPHALT CONCRETE Z> EXISTING CURB AND GUTTER A EXISTING CATCH (TO REMAIN) BASIN (TO REMAIN) 3 REMOVE PORTION OF CONCRETE APRON PLA'' C 4 NTS JGVIIVIV V —V NTS REMOVE PORTION OF EXISTING APRON TO FACE OF EXISTING CATCH BASIN EXISTING CATCH — BASIN (TO REMAIN) I SECTION A –A NTS EXISTING CONCRETE SIDEWALK (TO REMAIN) ;AWCUT AND REMOVE 'ORTION OF EXISTING :EMENT CONCRETE ;IDEWALK EXISTING CSTC ` ^IJIIIVV (TO REMAIN) SUBGRADE ASPHALT CONCRETE PAVEMENT PATCH 2" SMA OVERLAY EXISTING AC PVMT. (TO REMAIN) —EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE 5 REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C7 SECTIONS AND DETAILS SHEEP 7OF10 P— STPUL —TA -96 (268) LANDING SHALL BE WITHIN CROSSWALK eQ eQ STATION AND OFFSET TO / CONSTRUCTION CONTROL LINE PER TABLE 1 SHEET C3 CURB RAMP CONTROL POINT DETAIL NTS NEW 9" CEMENT CONCRETE PAVEMENT TRANSITION NON– INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL NEW 10" CEMENT CONCRETE PAVEMENT \, C —( R =54' 6" ASPHALT SHOULDER SAWCUT LINE ASPHALTS R =48' 10K RAMP EXISTING PEDESTRIAN 'SIGNAL STATE R/W 55 ASPHALT SIDEWALK AND SHOULDER NTS NON– INTEGRAL CEMENT EXISTING ASPHALT /--EXISTING INTEGRAL CONC. BARRIER CURB CONCRETE CURB AND GUTTER ASPHALT RAMP 12:1 3 „_ — — as NEW 9” CEMENT EXISTING SUBGRADE NEW 10" CEMENT CONCRETE PAVEMENT (TO REMAIN) CONCRETE PAVEMENT TRANSITION NON— INTEGRAL CEMENT CONCRETE BARRIER CURB NTS EXISTING ASPHALT CONCRETE PAVEMENT (TO REMAIN) EXISTING CSTC (TO REMAIN) 2 1 ASPHALT CONCRE 5 1 NTS 2" SMA OVERLAY EQ— — �i EQ ASPHALT CONCRETE PAVEMENT PATCH EXISTING SUBGRADE (TO REMAIN) FE PATCH SECTION 4 C Z ° y 0 C �a m g° O 2" CRUSHED m D L' DR O SURFACING fry m N �x a TOP COURSE c N G) 00 z° >g Ao C nm uz COLD JOINT m � ,s =7 #3 REBAR – ZZ< x 0 z 0 � z � 3 d K s a a a w a 0 m Y / SAW CUT (TYP) PLACE @ 28" O.C. #3 REBAR X 32" TOP OF CURB ° COLD JOINT U , EXISTING CSTC �I T — i) __1i.. - (TO REMAIN) - - -- l - - -- I -- - EXISTING SUBGRADE I i SECTION (TO REMAIN) =- NTS ELEVATION SECTION NTS NON— INTEGRAL CEMENT CONCRETE BARRIER CURB C 3,C5 NTS \ 6 1/2" 1" RADIUS \ ° VARIES d ° 4 4. ° SECTION B –B NTS a' a. 44 r.� 9" CEMENT CONC. PVMT. REMOVE PORTION OF EXISTING CONCRETE APRON 2" CRUSHED SURFACING TOP COURSE EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE TRANSVERSE – CONSTRUCTION JOINTS EXISTING CATCH BASIN (TO REMAIN) EXISTING INTEGRAL 4ND GUTTER MAIN) A TO FACE OF EXISTING EXISTING CURB CATCH BASIN (TO REMAIN) REMOVE EXISTING l a ASPHALT CONCRETE Z> EXISTING CURB AND GUTTER A EXISTING CATCH (TO REMAIN) BASIN (TO REMAIN) 3 REMOVE PORTION OF CONCRETE APRON PLA'' C 4 NTS JGVIIVIV V —V NTS REMOVE PORTION OF EXISTING APRON TO FACE OF EXISTING CATCH BASIN EXISTING CATCH — BASIN (TO REMAIN) I SECTION A –A NTS EXISTING CONCRETE SIDEWALK (TO REMAIN) ;AWCUT AND REMOVE 'ORTION OF EXISTING :EMENT CONCRETE ;IDEWALK EXISTING CSTC ` ^IJIIIVV (TO REMAIN) SUBGRADE ASPHALT CONCRETE PAVEMENT PATCH 2" SMA OVERLAY EXISTING AC PVMT. (TO REMAIN) —EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE 5 REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C7 SECTIONS AND DETAILS SHEEP 7OF10 P— STPUL —TA -96 (268) LANDING SHALL BE WITHIN CROSSWALK eQ eQ STATION AND OFFSET TO / CONSTRUCTION CONTROL LINE PER TABLE 1 SHEET C3 CURB RAMP CONTROL POINT DETAIL NTS NEW 9" CEMENT CONCRETE PAVEMENT TRANSITION NON– INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL NEW 10" CEMENT CONCRETE PAVEMENT \, C —( R =54' 6" ASPHALT SHOULDER SAWCUT LINE ASPHALTS R =48' 10K RAMP EXISTING PEDESTRIAN 'SIGNAL STATE R/W 55 ASPHALT SIDEWALK AND SHOULDER NTS NON– INTEGRAL CEMENT EXISTING ASPHALT /--EXISTING INTEGRAL CONC. 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