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HomeMy WebLinkAboutR-282830R a a 18 Is U �M °a STATION* OFFSET* DEMOLITION O 22 +14 26'RT F- 03.1 /CURB RAMP 6 -2 AND CONSTRUCTION F- 03.1 /CURB RAMP J 20 +69 1'RT LLJ NOTES 31 +48 76'LT F- N N W 4VA+S ° z 16.5 � 0 O N Z O 1Q PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER 8 . 0 Q J REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" m THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1® 2 LLI 00 o.b wz O Q of E-4 3a �z aW a ma �E �E E \c,F4 c rn om a0 i a W o J 0 ce a 0 z 0 N K z 11'1 1 515' TYP. TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -CL1.1 AND A -01.2. (TYPICAL FOR ALL JOINTS WITHIN 10" 01 CEMENT CONC. PVMT.) r � f/ MATCH EXISTING. APPROX ELEV. AT GUTTER IS,23.1 LONGITUDINAL CONTRACTION OR t 8 CONSTRUCTION JOINTS PER COR�; DETAIL A -01.1 AND A -01.2 CONSTRUCT AT CONSTANT SLO r GUTTER MATCH APPROX. ELEV GUTTER IS 2 7 (LOW POINT /OF GUTTER) / d/ /f f J l 5' / / N SEE 4 FACE OF CURB= P EAST VALLEY ROAD CONSTRUCTION 27 6 / ti�J G�`f / CONTROL LINE / _E / TRANSVERSE CONSTRUCTION CO /// OR CONTRACTION JOINTS D I PER COR DETAIL A -01.1 AND A -01.2 (TYP.) 4 V 6 -, 43 r o° 4 SEE DETAIL 5 x 4 Go 8 --` CONC. WALK ■mA ukMINE ,yqY C NC, WICK DRIYcWAY _ SEE 1 DETAIL FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE 11' REHABILITATION OF EAST VALLEY ROAD DWG NO. AND SW 43rd STREET C3 PAVEMENT AND OVERLAY PLAN SHEET 3 OF 10 P— STPUL —TA -96 (268) N 20 10 0 20 40 60 SCALE IN FEET CURB RAMP TABLE 1 RAMP NO. STATION* OFFSET* DEMOLITION 6 -1 22 +14 26'RT F- 03.1 /CURB RAMP 6 -2 AND CONSTRUCTION F- 03.1 /CURB RAMP 6 -3 20 +69 1'RT F- 03.1 /CURB RAMP NOTES 31 +48 76'LT F- 03.1 /CURB RAMP ALT. W 4VA+S ° 1 16.5 1Q PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER 8 . 20 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1® J 7)RVEWAY — END 9" CONCRE 3O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" w A wmrRAIL PAVEMENT THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e. ® SAWCUT ALONG LINE. - - - - TT I 50 CONSTRUCT NEW 4" CEMENT CONCRETE SIDEWALK PER CDR FR -02. REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1. 72) REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND C NSTRUCT NEW NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT CONCRETE BARRIER CURB AND GUTTER PER CDR DETAIL F -01. 90 REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON PER DETAIL ®. ® ADJUST RIM ELEVATION TO MATCH FINISHED GRADE. 11 REMOVE DETERIORATED PORTION OF CEMENT CONCRETE DRIVEWAY AND CONSTRUCT CEMENT CONCRETE DRIVEWAY PATCH. © REMOVE EXISTING TRAFFIC ISLAND. CONSTRUCT NEW TRAFFIC ISLAND PER DETAIL WITH NEW NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1e W/ ASPHALT AREA. © REMOVE EXISTING TRAFFIC CURB AND CONSTRUCT NEW TYPE C BLOCK TRAFFIC CURB PER COR DETAIL F -02. ® REMOVE EXISTING CEMENT CONCRETE SIDEWALK AND CONSTRUCT f NEW 4" CEMENT CONCRETE SIDEWALK PER INDICATED DETAIL. f ® EXISTING CURB AND GUTTER TO REMAIN. f ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST -TOP" CIIVEIZ- / TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 4 ® 6.35' ' ® PLANE ASPHALT PAVEMENT 3" AND CONSTRUCT NEW 3" 0 SMA OVERLAY IN 2 -1 1/2" LIFTS PER e . CONC WALK ® REMOVE EXISTING CATCH BASIN TYPE I. EXISTING PLUG CONNECTOR PIPE WITH CONCRETE.„ .–.M 11 5' ® REMOVE EXISTING CATCH BASIN TYPE II AND lw �j_, BEG N TO REPLACE WITH CATCH BASIN TYPE II 1 +00 w SEE DETAIL/_l AND COR DETAIL B -027- , 11'1 1 515' TYP. TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -CL1.1 AND A -01.2. (TYPICAL FOR ALL JOINTS WITHIN 10" 01 CEMENT CONC. PVMT.) r � f/ MATCH EXISTING. APPROX ELEV. AT GUTTER IS,23.1 LONGITUDINAL CONTRACTION OR t 8 CONSTRUCTION JOINTS PER COR�; DETAIL A -01.1 AND A -01.2 CONSTRUCT AT CONSTANT SLO r GUTTER MATCH APPROX. ELEV GUTTER IS 2 7 (LOW POINT /OF GUTTER) / d/ /f f J l 5' / / N SEE 4 FACE OF CURB= P EAST VALLEY ROAD CONSTRUCTION 27 6 / ti�J G�`f / CONTROL LINE / _E / TRANSVERSE CONSTRUCTION CO /// OR CONTRACTION JOINTS D I PER COR DETAIL A -01.1 AND A -01.2 (TYP.) 4 V 6 -, 43 r o° 4 SEE DETAIL 5 x 4 Go 8 --` CONC. WALK ■mA ukMINE ,yqY C NC, WICK DRIYcWAY _ SEE 1 DETAIL FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE 11' REHABILITATION OF EAST VALLEY ROAD DWG NO. AND SW 43rd STREET C3 PAVEMENT AND OVERLAY PLAN SHEET 3 OF 10 P— STPUL —TA -96 (268) N 20 10 0 20 40 60 SCALE IN FEET CURB RAMP TABLE 1 RAMP NO. STATION* OFFSET* CDR DETAIL NO. 6 -1 22 +14 26'RT F- 03.1 /CURB RAMP 6 -2 20 +90 10'RT F- 03.1 /CURB RAMP 6 -3 20 +69 1'RT F- 03.1 /CURB RAMP 6 -4 j 31 +48 76'LT F- 03.1 /CURB RAMP ALT. T * SEE DETAIL e FOR STATION & OFFSET, REFERENCE POINT 5.5' TVH WALK __-- T___ - - - -- T- \. - --j TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 (TYP.) DR"AY ONC. WALK 5LV DRIVEWAY 09ASS D 1 STA 3 +67� 6'— RT I cn 4f W z x P TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 (TYP.) SEE DETAIL R- 182830 LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 Z END TYPE C I z `"TRAFFIC CURB to 4 °` ° "` "v` TRAFFC C CURB 00 4 43rd S STREET 4 4 +00 W W 4VA+S ° 1 16.5 BLOCK TRAFFIC CURB J 7)RVEWAY — END 9" CONCRE A wmrRAIL PAVEMENT 4 r r4 T TT I I I I I ZqZ � Z P 0 3 °m m n 0 m 0 D z 0 z = C H 3 m D �y a �r A w 1 G p n 0 O w o os ova 0 W A Q yz N C a C! N o� O a m °o D z m 0 0 m 0 D z 0 z = C H 3 m D �y a �r A w 1 G p n 0 O w o os ova 0 W A Q yz N C a C! N o� O a m °o D z m 0 �y a �r A w 1 G p n 0 O w o os ova 0 W A Q yz N C a C! N o� O a m °o D z m 0 O a m °o D z m 0