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Home My WebLink AboutR-2828250 n S 0 4 s s 8 n a 0 a' x 0 0 :U 00 CB TYPE 2 48" - REMOVE AND REPLACE - SEE SPECIAL PROVISIONS a (SALVAGE FRAME AND GRATE - REPLACE WITH ROUND LOCKING LID). CUT EXISTING 24" GONG. PIPES - GROUT FLUSH WITH INSIDE FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 L INV. E & W 24" CONC, PIPES. MATCH EXISTING INV. ELEV. OF 16.56 < °' INV. SW 18" CONC. PIPE. MATCH EXISTING INV. ELEV. OF 17.43 CD CD w EXISTING STRUCTURE IS SADDLED OVER 24" GONG. PIPE. J J Li 20 +57 w BEGIN NON- INTEGRAL CURB MATCH EXISTING H- o j _0 EXISTING CATCH QQ N BASIN. SEE NOTES O9 Z W rj AND 10 ON Q w SHEET C3 OO (/7 \a� _ U O 0 } \��J� /� R 45 Z V) �i LLJ rlK Z 0 w I \ \ SAWCUT EXISTING CURB AND - GUTTER (TO REMAIN) CONSTRUCT CEMENT CONC. BARRIER CURB AND GUTTER PER COR F -01. REMOVE EXISTING CURB AND GUTTER�O 1 I EXISTING CURB AND GUTTER TO REMAIN 5 MATCH EXISTING CURB AND SIDEWALK ELEVATION EXISTING SIDEWALK L(TO REMAIN) SAWCUT REMOVE EXISTING CURB AND GUTTER STA 19 +93 END NON- INTEGRAL CURB. MATCH EXISTING 24" CONC. STORM DRAIN NC. 24" CONC.�', STORM DRAIN 5 I I I � I I EXISTING DRIVEWAY ACCESS (TO REMAIN) EAST VALLEY ROAD \ • EXISTING CATCH SAWCUT BASIN (TO REMAIN) EXISTING TRAFFIC VAULT (TO REMAIN EXISTING TRAFFIC LOCATE RAMP TO AVOID SIGNAL (TO REMAIN) EXISTING UTILITIES AS DIRECTED BY ENGINEER REMOVE EXISTING CEMENT GONG. STA 21 +64.38, 0.03'RT R =2.5 SIDEWALK AND CONSTRUCT 4" EAST VALLEY ROAD CEMENT CONC, SIDEWALK EXISTING TRAFFIC BOXES TO REMAIN. PROTECT AS DIRECTED BY ENGINEER. EXISTING TRAFFIC VAULT TO REMAIN. PROTECT AND ADJUST TO MATCH FINISH GRADE AS DIRECTED BY ENGINEER. CONSTRUCT 4" CEMENT CONCRETE SIDEWALK 1:) SIDEWALK DETAIL —S.E. CORNER OF INTE C3 OF 43rd ST. AND EAST VALLEY ROAD NTS CONSTRUCT 4" CEMENT 318" EXPANSION JOINT S (Type CONC. SIDEWALK 2" CLASS "B" ASPHALT N / \ CRUSHED \ SURFACING TOP COURSE SAWCUT _ EXISTING TRAFFIC VAULT \ TO'\.,REMAIN. PROTECT AND T TEA ADJUST AS DIRECTED BY ENGINEER. EXISTING SIDEWALK (TO REMAIN) SIDEWALK DETAIL —N.E. CORNER OF INTERSECTION 3 OF 43rd ST. AND EAST VALLEY ROAD NTS ON EXISTING TRAFFIC SIGNAL (TO REMAIN) R =3.5' STA 0 +70.03, 28.75'LT CL 43rd STREET NON- INTEGRAL CEMENT 6 1/2" CONC. BARRIER CURB 5_ 121 CEMENT CONCRETE -�1 PAVEMENT �o o.. X �o oN LL- -Z 6" 00 3¢ 0 a D CC U . I _ w j '., a U \ c K �o c a £ G Z mE 0 z U'N C z om C �q U4 �e ei: 4 a �o� Z it s d 9 Z 0 w I \ \ SAWCUT EXISTING CURB AND - GUTTER (TO REMAIN) CONSTRUCT CEMENT CONC. BARRIER CURB AND GUTTER PER COR F -01. REMOVE EXISTING CURB AND GUTTER�O 1 I EXISTING CURB AND GUTTER TO REMAIN 5 MATCH EXISTING CURB AND SIDEWALK ELEVATION EXISTING SIDEWALK L(TO REMAIN) SAWCUT REMOVE EXISTING CURB AND GUTTER STA 19 +93 END NON- INTEGRAL CURB. MATCH EXISTING 24" CONC. STORM DRAIN NC. 24" CONC.�', STORM DRAIN 5 I I I � I I EXISTING DRIVEWAY ACCESS (TO REMAIN) EAST VALLEY ROAD \ • EXISTING CATCH SAWCUT BASIN (TO REMAIN) EXISTING TRAFFIC VAULT (TO REMAIN EXISTING TRAFFIC LOCATE RAMP TO AVOID SIGNAL (TO REMAIN) EXISTING UTILITIES AS DIRECTED BY ENGINEER REMOVE EXISTING CEMENT GONG. STA 21 +64.38, 0.03'RT R =2.5 SIDEWALK AND CONSTRUCT 4" EAST VALLEY ROAD CEMENT CONC, SIDEWALK EXISTING TRAFFIC BOXES TO REMAIN. PROTECT AS DIRECTED BY ENGINEER. EXISTING TRAFFIC VAULT TO REMAIN. PROTECT AND ADJUST TO MATCH FINISH GRADE AS DIRECTED BY ENGINEER. CONSTRUCT 4" CEMENT CONCRETE SIDEWALK 1:) SIDEWALK DETAIL —S.E. CORNER OF INTE C3 OF 43rd ST. AND EAST VALLEY ROAD NTS CONSTRUCT 4" CEMENT 318" EXPANSION JOINT S (Type CONC. SIDEWALK 2" CLASS "B" ASPHALT N / \ CRUSHED \ SURFACING TOP COURSE SAWCUT _ EXISTING TRAFFIC VAULT \ TO'\.,REMAIN. PROTECT AND T TEA ADJUST AS DIRECTED BY ENGINEER. EXISTING SIDEWALK (TO REMAIN) SIDEWALK DETAIL —N.E. CORNER OF INTERSECTION 3 OF 43rd ST. AND EAST VALLEY ROAD NTS ON EXISTING TRAFFIC SIGNAL (TO REMAIN) R =3.5' STA 0 +70.03, 28.75'LT CL 43rd STREET NON- INTEGRAL CEMENT 6 1/2" CONC. BARRIER CURB 5_ 121 CEMENT CONCRETE -�1 PAVEMENT Z X z 3 6" °o 0 0 a D CC J mN K Z G Z 0 z z C v m U4 4 a � it s d a a O' D 0 m Z 0 w I \ \ SAWCUT EXISTING CURB AND - GUTTER (TO REMAIN) CONSTRUCT CEMENT CONC. BARRIER CURB AND GUTTER PER COR F -01. REMOVE EXISTING CURB AND GUTTER�O 1 I EXISTING CURB AND GUTTER TO REMAIN 5 MATCH EXISTING CURB AND SIDEWALK ELEVATION EXISTING SIDEWALK L(TO REMAIN) SAWCUT REMOVE EXISTING CURB AND GUTTER STA 19 +93 END NON- INTEGRAL CURB. MATCH EXISTING 24" CONC. STORM DRAIN NC. 24" CONC.�', STORM DRAIN 5 I I I � I I EXISTING DRIVEWAY ACCESS (TO REMAIN) EAST VALLEY ROAD \ • EXISTING CATCH SAWCUT BASIN (TO REMAIN) EXISTING TRAFFIC VAULT (TO REMAIN EXISTING TRAFFIC LOCATE RAMP TO AVOID SIGNAL (TO REMAIN) EXISTING UTILITIES AS DIRECTED BY ENGINEER REMOVE EXISTING CEMENT GONG. STA 21 +64.38, 0.03'RT R =2.5 SIDEWALK AND CONSTRUCT 4" EAST VALLEY ROAD CEMENT CONC, SIDEWALK EXISTING TRAFFIC BOXES TO REMAIN. PROTECT AS DIRECTED BY ENGINEER. EXISTING TRAFFIC VAULT TO REMAIN. PROTECT AND ADJUST TO MATCH FINISH GRADE AS DIRECTED BY ENGINEER. CONSTRUCT 4" CEMENT CONCRETE SIDEWALK 1:) SIDEWALK DETAIL —S.E. CORNER OF INTE C3 OF 43rd ST. AND EAST VALLEY ROAD NTS CONSTRUCT 4" CEMENT 318" EXPANSION JOINT S (Type CONC. SIDEWALK 2" CLASS "B" ASPHALT N / \ CRUSHED \ SURFACING TOP COURSE SAWCUT _ EXISTING TRAFFIC VAULT \ TO'\.,REMAIN. PROTECT AND T TEA ADJUST AS DIRECTED BY ENGINEER. EXISTING SIDEWALK (TO REMAIN) SIDEWALK DETAIL —N.E. CORNER OF INTERSECTION 3 OF 43rd ST. AND EAST VALLEY ROAD NTS ON EXISTING TRAFFIC SIGNAL (TO REMAIN) R =3.5' STA 0 +70.03, 28.75'LT CL 43rd STREET NON- INTEGRAL CEMENT 6 1/2" CONC. BARRIER CURB 5_ 121 CEMENT CONCRETE -�1 PAVEMENT SECTION A —A NTS I DWG NO. REHABILITATION OF EAST VALLEY ROAD C8 AND SW 43rd STREET SECTIONS AND DETAILS SHEET 80F10 P— STPUL —TA -96 (268) EXISTING 12" CONCRETE 1\ STORM PIPE i/ 7' EXISTING 6" PIPE. r // PLUG W/ CONCRETE REMOVE EXISTING CATCH BASIN ~ r / STA 21 +97.86, 2.54'RT EAST VALLEY ROAD STA 21 +81.08, 9.97'RT R =13' A � RAL59 i ' 25 R=1.5' (TYP.) UNLESS \ NOTED OTHERWISE i 2 TRAFFIC ISLAND C3 NTS � 43rd STREET —EXISTING EMH R =2.5' (TO REMAIN) STA 1+00. 86 OL 43rd STREET STA 21 +75.37, 8.58'RT EAST VALLEY ROAD 3/8" EXPANSION JOINT NON— INTEGRAL CEMENT 6 112" GONG. BARRIER CURB 2" CLASS "B" ASPHALT 5 1/2'j 4" CEMENT CONCRETE SIDEWALK a � 6" 0 a a a 4 a CRUSHED — SURFACING TOP COURSE 1 EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE SECTION B —B NTS R- 282825 P\-r� a - ac EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE � Z O C 3 6" °o m m a D CC mN T N m Z G Z 0 z C v m U4 4 d' d O' D L Q a SECTION A —A NTS I DWG NO. REHABILITATION OF EAST VALLEY ROAD C8 AND SW 43rd STREET SECTIONS AND DETAILS SHEET 80F10 P— STPUL —TA -96 (268) EXISTING 12" CONCRETE 1\ STORM PIPE i/ 7' EXISTING 6" PIPE. r // PLUG W/ CONCRETE REMOVE EXISTING CATCH BASIN ~ r / STA 21 +97.86, 2.54'RT EAST VALLEY ROAD STA 21 +81.08, 9.97'RT R =13' A � RAL59 i ' 25 R=1.5' (TYP.) UNLESS \ NOTED OTHERWISE i 2 TRAFFIC ISLAND C3 NTS � 43rd STREET —EXISTING EMH R =2.5' (TO REMAIN) STA 1+00. 86 OL 43rd STREET STA 21 +75.37, 8.58'RT EAST VALLEY ROAD 3/8" EXPANSION JOINT NON— INTEGRAL CEMENT 6 112" GONG. BARRIER CURB 2" CLASS "B" ASPHALT 5 1/2'j 4" CEMENT CONCRETE SIDEWALK a � 6" 0 a a a 4 a CRUSHED — SURFACING TOP COURSE 1 EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE SECTION B —B NTS R- 282825 P\-r� a - ac EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE � Z O C 3 m °o m m a y a A { w EL o �sv Oo rn a W A Q H z N ^a f] N 0 O �o m °o D D CC mN T N m Z G Z 0 z C v m y a A { w EL o �sv Oo rn a W A Q H z N ^a f] N 0 C3 jg 0 0 D CC T N m G Z