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HomeMy WebLinkAboutzR-2828Seti R w A aY N 2 a d a i � 0 N a� r � & U C L N 0 0> � 3 a z v LEI DW a' a STREET LIGHT VAULT o STORM DRAIN LINE 0) CATCH BASIN Q STORM DRAIN MANHOLE w SANITARY SEWER LINE o SANITARY SEWER MANHOLE — — — RIGHT OF WAY LINE — -- CENTERLINE MIC ® MONUMENT IN rCASE S SIGN LT — LEFT I J NB — NORTHBOUND j W NTH — NOT TO SCALE 0.5 CURB PVMT. — PAVEMENT W 1'GUTTER P8•LP 0 ---3,E POWER AND LIGH"i POLE 0)1 -LIGHT POLE TRAF VLT TRAFFIC VAULT TRAF CAB N (3 CONSTRUCTION NOTES REFERLIdCE RT — RIGHT INTERSECTION W SEE SPECIAL SB — SOUTHBOUND 0 SMA — STONE MATRIX ASPHi,1 T ST — STREET 0 STA — STATION oN az Q W /J_� Q 2 W �Eg am a� fill r z a� U 3 mo � I N 0 0> � 3 a z v LEI DW a' a STREET LIGHT VAULT 12 "CONC SD STORM DRAIN LINE �o CATCH BASIN =m �Eg am a� fill r z SHEET U 3 C1 COVER SHEET C2 TYPICAL ROADWAY SECTIONS C� -05 a a S. 0 z 0 D K 1 REHQ►BILITATION OF EAST VALLEY ROAD SW 41st STREET TO SW 43rd STREET AND SW 43rd STREET WEST OF OAKSDALE TO SR 167 CITY OF RENTON PANNING /BUILDING /PUBIC WORKS DEPARTMENT P— STPUL —TA- 96(268) INDEX SHEET DESCRIPTION C1 COVER SHEET C2 TYPICAL ROADWAY SECTIONS C� -05 PAVEMENT AND OVERLAY PLAN C6 CHANNELIZATION PLAN C7 -C10 SECTIONS AND DETAILS LEGEND WMH WATER MANHOLE WM G WATER METER WV 0 WATER VALVE FH C2 FIRE HYDRANT GV ® GAS VALVE POW VLT POWER VAULT LV ❑ STREET LIGHT VAULT 12 "CONC SD STORM DRAIN LINE CB CATCH BASIN SDMH STORM DRAIN MANHOLE 8 "PVC SS SANITARY SEWER LINE SSMH SANITARY SEWER MANHOLE — — — RIGHT OF WAY LINE — -- CENTERLINE MIC ® MONUMENT IN rCASE S SIGN LT — LEFT I DROP CURB NB — NORTHBOUND TRANSITION NTH — NOT TO SCALE 0.5 CURB PVMT. — PAVEMENT I� 1'GUTTER P8•LP 0 ---3,E POWER AND LIGH"i POLE 0)1 -LIGHT POLE TRAF VLT TRAFFIC VAULT TRAF CAB TRAFFIC CABINET (3 CONSTRUCTION NOTES REFERLIdCE BEGIN SW 43r CONSTRUCTION CONSTRU SB DETOUR ROUTE SEE SPECIAL PROVISIONS �i � ��I �� II R SW 41st ST O ABBREVIATIONS ''°°° +'- 8 o SW _43r n 181st SD AC — ASPHALT CONCRETE Z G7 ALT. — ALTERNATIVE z APPRJX. — APPROXIMATE 182nd C 3 CONC. — CONCRETE m COR — CITY OF RENTON CSTC — CRUSHED SURFACING TOP .COURSE I y EMH — ELECTRICAL MANHOLE < EVR — EAST VALLEY ROAD LT — LEFT NB — NORTHBOUND 188th ST J� NTH — NOT TO SCALE PVMT. — PAVEMENT I� R — RADIUS RPM — RAISED PAVEMENT MARKERS RR — RAILROAD LIMITS AT RT — RIGHT INTERSECTION R/W — RIGHT —OF —WAY SEE SPECIAL SB — SOUTHBOUND PROVISIONS SMA — STONE MATRIX ASPHi,1 T ST — STREET STA — STATION TYP. — TYPICAL ST 7 � � VICINITY �, /IAP NTS 45th PL 1 m PROJECT LOCATION END EAST VALLEY ROAD CONSTRUCTION END SW 41 st STREE_ CONSTRUCTION END SW 43rd STREET u )NSTRUCTION BEGIN EAST VALLEY ROAD CONSI RUCTION R- 282811 - �'�V > 8 o n SD < Z G7 �9z 2 z o m N3N C 3 az m m n 9n > 8 o o SD < Z G7 �9z 2 z o m N3N C 3 az m m n > 8 w{ ao Q � � D .p D �m z N3N � o 0� 8 8n m e y C D �m z 0 "s 0 a 4 5 s 8 s a O �R (% O QC/7 W � s � o � � O 0 ly- Z U) O ' 5:3- Q L MATCH EXISTING } J_ I— m ELEVATION (TYP.) Q LL] < c CD w EXISTING CURB AND GUTTER (TYP.) TO REMAIN UNLESS 0 J w OTHERWISE NOTED 0 j rlK IN PLANS ao v o o; LL O O �� F a _w W as 1 rno �E by �E m C N y C C 6 y a� �a \� o E >z o V1 W j�Y w 0 0 3 � b � e 3 a a a a 0 m m z O w 6 z 0 CROWN VARIES 0 TO FULL -WIDTH (SEE PLANS) VARIES B 11' -0" C 11' -O" SLOPE VARIES SLOPE BC* SLOPE CD* EXISTING CSTC NEW 9" OR 10" (SEE PLANS FOR LOCATIONS) CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 MATCH EXISTING ELEVATION (TYP.) EXISTING CURB AND GUTTER (TYP.) TO REMAIN UNLESS OTHERWISE NOTED IN PLANS EXISTING CURB AND GUTTER (TYP.) TO REMAIN UNLESS OTHERWISE NOTED IN PLANS EXISTING AC PAVEMENT FACE OF CURB= CONSTRUCTION CONTROL LINE FOR VARIES MATCH EXISTING EAST VALLEY ROAD VARIES 0 TO FULL -WIDTH (SEE PLANS) D 11' -0" E 11' -6" F 2" SMA OVERLAY SLOPE DE* SLOPE EF* EXISTING SUBGRADE COLD PLANE EXISTING AC TO DEPTH PAVEMENT INDICATED IE TYPICAL ROADWAY SECTION — EAST VALLEY ROAD C3,C4, VARIES 0 TO FULL -WIDTH (SEE PLANS) SCALE: 1 /4 " =1 ' -0" 43rd STREET I VARIES 11' -0" 1 5' -6" 5' -6" SLOPE VARIES 2" SMA OVERLAY * SEE SUPERELEVATION DETAIL C10 CROWN AND PROFILE ELEVATION SEE 43rd STREET PROFILE DETAIL BO VARIES MATCH EXISTING VARIES — SEE PLANS 1 1' -0" VARIES SLOPE VARIES LANE LOCATIONS SAWCUT NEW 10" CEMENT CONCRETE PAVEMENT REHABILITATION OF EAST VALLEY ROAD DWG No. AND SW 43rd STREET C2 SHEET TYPICAL ROADWAY SECTIONS 2 OF 10 P— STPUL —TA -96 (268) PROJECT LIMITS MATCH EXISTING ELEVATION -EXISTING AC PAVEMENT (TO REMAIN) EXISTING SUBGRADE—j 'EXISTING CSTC (TO REMAIN) (TO REMAIN) 4 � PROJECT LIMITS -10" CONCRETE PAVEMENT J,L SCALE: 3/8 " =1' -0" EXISTING : ,- Ss.l`.lii.d.Il-o d)E,11:it.311'_W tll�li a ,,.. _. ._......_ _... ._— ..�... -_ COLD PLANE TO DEPTH INDICATED PROJECT LIMITS CSTC EXISTING SUBGRADE MATCH EXISTING EXISTING AC NEW 9" CEMENT CONCRETE ELEVATION PAVEMENT PAVEMENT PER COR DETAIL 2" SMA OVERLAY EXISTING AC PAVEMENT COLD PLANE A -01.1 (TO REMAIN) TO DEPTH 2 TYPICAL ROADWAY SECTION — 43rd STREET INDICATED f'.ri r{ �t% ✓T�' > C3 SCALE: 1 /4 "= 1'- 0 "�yry ' �:2 CL 43rd STREET VARIES MATCH EXISTING EXISTING SUBGRADE EXISTING CSTC (TO REMAIN) (TO REMAIN) EXISTING CROWN LOCATION MAY VARYi CONTRACTOR SHALL FIELD LOCATE PROJECT LIMITS —SMA OVERLAY Cj SCALE: 3/8 " =1' -0" EMATCH EXISTING ELEVATION (TYP.) 3" SMA SLOPE VARIES OVERLAY SLOPE VARIES _• -- , —� �> i �m�..� EXISTING CSTC EXISTING SUBGRADE COLD PLANE EXISTING AC SAWCUT 2" SMA OVERLAY PAVEMENT TO DEPTH TYPICAL ROADWAY SECTION — 43rd STREET INDICATED COLD PLANE TO NEW CEMENT DEPTH INDICATED C3 SCALE: 1/4 " =1' -0" CONCRETE PAVEMENT 41st STREET ✓ > EXISTING SURFACING EXISTING SURFACING TO REMAIN 11' -0" I TO REMAIN r �i � R' �' 'T'��1 F. �� w I MATCH EXISTING 5'- 6" EXISTING SUBGRADE EXISTING CSTC ELEVATION (TYP.) (TO REMAIN) (TO REMAIN) 2" SMA OVERLAY I rl7 / 1T . /uf r.,/ /�% '1I 7i„� �� C3,C4,CJ TRANSITION BETWEEN CONCRETE PAVEMENT ��,i irL:dz dJ �u =rt ail T i� =. :LTf I!ll0 I I�'1 Y,.7 aT.)L �T 'uLrdir �Jt d v? 1 }+ - SCALE: 3/8 " =1' -0" EXISTING CSTC EXISTING SUBGRADE COLD PLANE TO DEPTH INDICATED Rm282818 4 TYPICAL ROADWAY SECTION — 41 st STREET CJ SCALE: 1/4"=l'-O" 3 n � 3 v� m ( (% QC/7 W � � o � � O 0 ly- Z U) O 0 5:3- Q } J_ I— m Q LL] Elf ao v o o; LL O O �� F a _w W as 1 rno �E by �E m C N y C C 6 y a� �a \� o E >z o V1 W j�Y w 0 0 3 � b � e 3 a a a a 0 m m z O w 6 z 0 CROWN VARIES 0 TO FULL -WIDTH (SEE PLANS) VARIES B 11' -0" C 11' -O" SLOPE VARIES SLOPE BC* SLOPE CD* EXISTING CSTC NEW 9" OR 10" (SEE PLANS FOR LOCATIONS) CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 MATCH EXISTING ELEVATION (TYP.) EXISTING CURB AND GUTTER (TYP.) TO REMAIN UNLESS OTHERWISE NOTED IN PLANS EXISTING CURB AND GUTTER (TYP.) TO REMAIN UNLESS OTHERWISE NOTED IN PLANS EXISTING AC PAVEMENT FACE OF CURB= CONSTRUCTION CONTROL LINE FOR VARIES MATCH EXISTING EAST VALLEY ROAD VARIES 0 TO FULL -WIDTH (SEE PLANS) D 11' -0" E 11' -6" F 2" SMA OVERLAY SLOPE DE* SLOPE EF* EXISTING SUBGRADE COLD PLANE EXISTING AC TO DEPTH PAVEMENT INDICATED IE TYPICAL ROADWAY SECTION — EAST VALLEY ROAD C3,C4, VARIES 0 TO FULL -WIDTH (SEE PLANS) SCALE: 1 /4 " =1 ' -0" 43rd STREET I VARIES 11' -0" 1 5' -6" 5' -6" SLOPE VARIES 2" SMA OVERLAY * SEE SUPERELEVATION DETAIL C10 CROWN AND PROFILE ELEVATION SEE 43rd STREET PROFILE DETAIL BO VARIES MATCH EXISTING VARIES — SEE PLANS 1 1' -0" VARIES SLOPE VARIES LANE LOCATIONS SAWCUT NEW 10" CEMENT CONCRETE PAVEMENT REHABILITATION OF EAST VALLEY ROAD DWG No. AND SW 43rd STREET C2 SHEET TYPICAL ROADWAY SECTIONS 2 OF 10 P— STPUL —TA -96 (268) PROJECT LIMITS MATCH EXISTING ELEVATION -EXISTING AC PAVEMENT (TO REMAIN) EXISTING SUBGRADE—j 'EXISTING CSTC (TO REMAIN) (TO REMAIN) 4 � PROJECT LIMITS -10" CONCRETE PAVEMENT J,L SCALE: 3/8 " =1' -0" EXISTING : ,- Ss.l`.lii.d.Il-o d)E,11:it.311'_W tll�li a ,,.. _. ._......_ _... ._— ..�... -_ COLD PLANE TO DEPTH INDICATED PROJECT LIMITS CSTC EXISTING SUBGRADE MATCH EXISTING EXISTING AC NEW 9" CEMENT CONCRETE ELEVATION PAVEMENT PAVEMENT PER COR DETAIL 2" SMA OVERLAY EXISTING AC PAVEMENT COLD PLANE A -01.1 (TO REMAIN) TO DEPTH 2 TYPICAL ROADWAY SECTION — 43rd STREET INDICATED f'.ri r{ �t% ✓T�' > C3 SCALE: 1 /4 "= 1'- 0 "�yry ' �:2 CL 43rd STREET VARIES MATCH EXISTING EXISTING SUBGRADE EXISTING CSTC (TO REMAIN) (TO REMAIN) EXISTING CROWN LOCATION MAY VARYi CONTRACTOR SHALL FIELD LOCATE PROJECT LIMITS —SMA OVERLAY Cj SCALE: 3/8 " =1' -0" EMATCH EXISTING ELEVATION (TYP.) 3" SMA SLOPE VARIES OVERLAY SLOPE VARIES _• -- , —� �> i �m�..� EXISTING CSTC EXISTING SUBGRADE COLD PLANE EXISTING AC SAWCUT 2" SMA OVERLAY PAVEMENT TO DEPTH TYPICAL ROADWAY SECTION — 43rd STREET INDICATED COLD PLANE TO NEW CEMENT DEPTH INDICATED C3 SCALE: 1/4 " =1' -0" CONCRETE PAVEMENT 41st STREET ✓ > EXISTING SURFACING EXISTING SURFACING TO REMAIN 11' -0" I TO REMAIN r �i � R' �' 'T'��1 F. �� w I MATCH EXISTING 5'- 6" EXISTING SUBGRADE EXISTING CSTC ELEVATION (TYP.) (TO REMAIN) (TO REMAIN) 2" SMA OVERLAY I rl7 / 1T . /uf r.,/ /�% '1I 7i„� �� C3,C4,CJ TRANSITION BETWEEN CONCRETE PAVEMENT ��,i irL:dz dJ �u =rt ail T i� =. :LTf I!ll0 I I�'1 Y,.7 aT.)L �T 'uLrdir �Jt d v? 1 }+ - SCALE: 3/8 " =1' -0" EXISTING CSTC EXISTING SUBGRADE COLD PLANE TO DEPTH INDICATED Rm282818 4 TYPICAL ROADWAY SECTION — 41 st STREET CJ SCALE: 1/4"=l'-O" 3 n � 3 v� m 0 0 a 0 8 a x a 3 N STATION* (/) 8 DEMOLITION AND CONSTRUCTION NOTES: DETAIL NO. g 22 +14 6 C 1O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER (EAST VALLEY ROAD) OR C (43rd STREET) j 03.1 e RAMP I.L O2 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" AND CONSTRUCT NEW CEMENT THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND (EAST VALLEY ROAD) OR (43rd STREET) STA 23 +38 C C Q c END OF CURB AND GUTTEI CD O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" MATCH EXISTING. APPRF3X w THICK CEMENT CONCRETE PAVEMENT PER COP DETAIL A -01.1 AND C2 }} ELEV. AT GUTTER IS 23.16 gJ ® SAWCUT ALONG LINE. - - - - LONGITUDINAL CONTRACTION OR ' 7�' J w CONSTRUCTION JOINTS PER COR�c j � CONSTRUCT NEW 4" CEMENT CONCRETE SIDEWALK PER COB FR -02. DETAIL A -01.1 AND A -01.2 w O STATION* (/) 8 COR DETAIL NO. 6 -1 22 +14 26'RT j 03.1 /CURB RAMP REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT 0 O /CURB { 6 -3 0 CONCRETE CURB RAMP PER TABLE 1. F- J CONSTRUCT AT zz Q g V 31 +48 Z F- 03.1 /CURB RAMP ALT. CONSTANT SLO a- O Fx REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND STRUCT NEW z NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL C7 w Z C!l w O ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT > Q CONCRETE BARRIER CURB AND GUTTER PER COB DETAIL F -01. i z Q STA 22 +54 REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON BEGIN OF CURB--, GUTTER MATCH E: Q PER DETAIL C4 APPROX. ELEV,AT w 10 ADJUST RIM ELEVATION TO MATCH FINISHED GRADE. GUTTER IS 22:86. (LOW POINT %OF 11 REMOVE DETERIORATED PORTION OF CEMENT CONCRETE DRIVEWAY AND CONSTRUCT GUTTER) CEMENT CONCRETE DRIVEWAY PATCH. j Q 2 ao � REMOVE EXISTING TRAFFIC ISLAND. CONSTRUCT NEW TRAFFIC ISLAND PER DETAIL C8 o° WITH NEW NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAILrl­�W/ ASPHALT AREA. wZ 1r= C7 O Q of 13 REMOVE EXISTING TRAFFIC CURB AND CONSTRUCT NEW TYPE C BLOCK E- �< TRAFFIC CURB PER COB DETAIL F -02. NZ as f15 O c W a 14 REMOVE EXISTING CEMENT CONCRETE SIDEWALK AND CONSTRUCT �+ NEW 4" CEMENT CONCRETE SIDEWALK PER INDICATED DETAIL. f g \E 15 EXISTING CURB AND GUTTER TO REMAIN. ,! EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP'COVEP - ` a� TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 4 @ 6.35' 6 2 PLANE ASPHALT PAVEMENT 3" AND CONSTRUCT NEW 3" C• % x __ Qa SMA OVERLAY IN, TWO(2) 1 1/2" LIFTS PER S)' 2 %_ n �1 !� - g 6 6 € o REMOVE EXISTING CATCH BASIN TYPE 1. .,C'j l 1 g PLUG CONNECTOR PIPE WITH CONCRETE. ,;:; 5TA Oi 6 REMOVE AND REPLACE CATCH BASIN TYPE 2 1 L'__ AEG N 10, SEE DETAIL C8 AND COB DETAIL B -027._ 1+00 z 0 w O z 1 1'1 o-G >EE DETAI 6�TYP. C n TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS / PER COB DETAIL A -0-1.1 AND A -01.2. (TYRICAL FOR / ALL JOINTS WITHIN 10" CEMENT CONC. PVMT.) ` hY, f f G' io ^' 0 11' ioo x Diiw ll6l' _j _ 0 },C__-- - 4 @ 8.37' SEE 1 DETAIL C8 FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE FA SEE 4 D ETAI L 6 �.t FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION �OJ %" CONTROL LINE / ® TRANSVERSE CONSTRUCTION ��ff SE OR CONTRACTION JOINTS \D 'C2 PER COB DETAIL A -01.1 AND A -01.2 (TYP.) 16 j I. li V 6 -1� NEWI 9" CONCREITE P tI `J SEE DETAIL 3 C8 IM 13 21177 11 ES 2+ 0 5 2 .5' 11' IES D°Nn"'Ay __ V SwF :AY _._ V) SEE DETAIL\ = 6 F- O 00 5r 5 W L = 11' 13 VARI S REHABILITATION OF EAST VALLEY ROAD DwG No. AND SW 43rd STREET C3 PAVEMENT AND OVERLAY PLAN SHEET 3 OF 10 CURB RAMP TABLE 1 P- STPUL -TA -96 (268) 20 40 60 SCALE IN FEET RAMP NO. STATION* OFFSET* 8 COR DETAIL NO. 6 -1 22 +14 26'RT F- 03.1 /CURB RAMP 6 -2 20 +90 1O'RT 0 O /CURB { 6 -3 0 1'RT F- J /CURB RAMP LW 31 +48 Z F- 03.1 /CURB RAMP ALT. A Fx -s d K a a a 0 m z 0 w O z 1 1'1 o-G >EE DETAI 6�TYP. C n TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS / PER COB DETAIL A -0-1.1 AND A -01.2. (TYRICAL FOR / ALL JOINTS WITHIN 10" CEMENT CONC. PVMT.) ` hY, f f G' io ^' 0 11' ioo x Diiw ll6l' _j _ 0 },C__-- - 4 @ 8.37' SEE 1 DETAIL C8 FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE FA SEE 4 D ETAI L 6 �.t FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION �OJ %" CONTROL LINE / ® TRANSVERSE CONSTRUCTION ��ff SE OR CONTRACTION JOINTS \D 'C2 PER COB DETAIL A -01.1 AND A -01.2 (TYP.) 16 j I. li V 6 -1� NEWI 9" CONCREITE P tI `J SEE DETAIL 3 C8 IM 13 21177 11 ES 2+ 0 5 2 .5' 11' IES D°Nn"'Ay __ V SwF :AY _._ V) SEE DETAIL\ = 6 F- O 00 5r 5 W L = 11' 13 VARI S REHABILITATION OF EAST VALLEY ROAD DwG No. AND SW 43rd STREET C3 PAVEMENT AND OVERLAY PLAN SHEET 3 OF 10 CURB RAMP TABLE 1 P- STPUL -TA -96 (268) 20 40 60 SCALE IN FEET RAMP NO. STATION* OFFSET* 8 COR DETAIL NO. 6 -1 22 +14 26'RT F- 03.1 /CURB RAMP 6 -2 20 +90 1O'RT F- 03.1 /CURB RAMP 6 -3 20 +69 1'RT F- 03.1 /CURB RAMP 6 -4 31 +48 1 761T F- 03.1 /CURB RAMP ALT. * SEE DETAIL C7 FOR STATION & OFFSET, REFERENCE POINT 15 -- — — 5.5 -_ -- — ` _ TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COB DETAIL A -01.1 AND A -01.2 DkPnV4A" 1 STA TRAFFIC CURB 43rd STREET 4+00 w 3 N H O w z J 2 F TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COB DETAIL A -01.1 AND A -01.2 (TYP.) SEE DETAIL 6 R- 282819 LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 STA 4 +74. 251T STA 4 +69, 3'LT END TYPE C BLOCK 1RAFFIC CURB 6.5 t - J H +too. c Ri ." I END TYPE C BLOCK TRAFFIC CURB STA 4 +65 — END 9" CONCRETE n,.'l_`tIMIDRCJL PAVEMENT < l J a l J �r A W 1 m ° 0 D oya AFB 1 Wh° NM..N r. C N 0 go 8 O a �o Nz � y a I m z gm n < l J a l J �r A W 1 m ° 0 D oya AFB 1 Wh° NM..N r. C N 0 go 8 O a �o D � y a I gm � Z m� '= mm C 3 z m m A < l J a l J �r A W 1 m ° 0 D oya AFB 1 Wh° NM..N r. C N 0 go 8 O a �o D a m m gm � 0 0 N i 0 g 0 a 0 x L: 0 a , L < O ° Elf w r Q a.� mo oS W y c OO U �O 71- a 2 J L LI O � rlK U c a€ D ti D O (l O N N � �z W M 0 � Z 0 � Ti-01-1 O w J � Z � LLI O 3 � � �Z 3 Q J m m Q 2 N w O ry D r Q a.� mo oS W y c OO U �O 71- a 2 p W 3a w N � �o U c a€ D ti �£ m �, E O'N o w Q �t o a r. c. Q 0 z 0 w 0 z DEMOLITION AND CONSTRUCTION NOTES: O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND C ® SAWCUT ALONG LINE. - - - - ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F -01. gO REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON PER DETAIL 1 REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT CONCRETE DRIVEWAY PATCH. 5 EXISTING CURB AND GUTTER TO REMAIN. 16 EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 18 SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL . C7 9 PROTECT EXISTING MONUMENT AND CASE. STA 24 +91 BEGIN CURB co ,z VARIES _T MATCH EXISTING M z 2 a �o 71- a 2 „ Nz N � s�� U m D ti D c N O N N 0 � Z 0 � Ti-01-1 J C 0 3 m 3 3 a r. c. Q 0 z 0 w 0 z DEMOLITION AND CONSTRUCTION NOTES: O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND C ® SAWCUT ALONG LINE. - - - - ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F -01. gO REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON PER DETAIL 1 REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT CONCRETE DRIVEWAY PATCH. 5 EXISTING CURB AND GUTTER TO REMAIN. 16 EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 18 SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL . C7 9 PROTECT EXISTING MONUMENT AND CASE. STA 24 +91 BEGIN CURB co ,z VARIES _T MATCH EXISTING M LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 4 � 'L SEE DETAIL C STA 25 +02 END CURB MATCH EXISTING TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 (TYP.) /-VARIES DWG N0. REHABILITATION OF EAST VALLEY ROAD C4 AND SW 43rd STREET PAVEMENT AND OVERLAY PLAN SHEET 4OF10 P— STPUL —TA -96 (268) 20 10 0 20 40 60 SCALE IN FEET SEE 6 DETAIL C i—)F) ` 1 1 — _ PA EME�TONCETE1 ► 2" SMA OVERLAY 1 STA 24 +99 SEE STA 26 +52 7 1 4 DETAIL C 4 END CONC. PVMT. Lo 9 M BEGIN SMA � ;a FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE EXISTING CATCH BASIN TO 4 REMAIN CEMENT GONG. CATCH BASIN APRON - -. . -. -._.- - - F-- - -- -, -- — -- - I DETAIL FACE of C3,C4 NTS CURB z 2 a �o 71- a 2 „ Nz J � =] U m D ti D c N O N N 'f � Z z � Z C LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 4 � 'L SEE DETAIL C STA 25 +02 END CURB MATCH EXISTING TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.1 AND A -01.2 (TYP.) /-VARIES DWG N0. REHABILITATION OF EAST VALLEY ROAD C4 AND SW 43rd STREET PAVEMENT AND OVERLAY PLAN SHEET 4OF10 P— STPUL —TA -96 (268) 20 10 0 20 40 60 SCALE IN FEET SEE 6 DETAIL C i—)F) ` 1 1 — _ PA EME�TONCETE1 ► 2" SMA OVERLAY 1 STA 24 +99 SEE STA 26 +52 7 1 4 DETAIL C 4 END CONC. PVMT. Lo 9 M BEGIN SMA � ;a FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE EXISTING CATCH BASIN TO 4 REMAIN CEMENT GONG. CATCH BASIN APRON - -. . -. -._.- - - F-- - -- -, -- — -- - I DETAIL FACE of C3,C4 NTS CURB FOR SURFACING SECTION SEE TYPICAL ROADWAY SECTIONS - SHEET C2 EXISTING CURB TO REMAIN CEMENT CONC.--\ CATCH BASIN APRON. CONSTRUCT SIMILAR TO CEMENT CONC. CURB AND GUTTER 0 Z r Z m 0 0 rn x n to SECTION A- NTS ' 6" Y R- 282820 EXISTING CSTC EXISTING CATCH BASIN TO REMAIN i � z 2 a -- 71- a w '< a� „ FOR SURFACING SECTION SEE TYPICAL ROADWAY SECTIONS - SHEET C2 EXISTING CURB TO REMAIN CEMENT CONC.--\ CATCH BASIN APRON. CONSTRUCT SIMILAR TO CEMENT CONC. CURB AND GUTTER 0 Z r Z m 0 0 rn x n to SECTION A- NTS ' 6" Y R- 282820 EXISTING CSTC EXISTING CATCH BASIN TO REMAIN i � z 2 a B G' a w '< a� 1 Nz a oao to F =] °0 m D Nhz D B N r �m O w '< a� 1 a oao to F =] °0 D A° Nhz D c N O N z � Z z � Z C 0 m 3 3 W m �m] N A O D D N r �m w '< a� 1 0 oao to F OO D A° Nhz c N O m 0 D o N z � 0 6 w i 0 x a N I LCD d =U � $ Y a° � o o: w Z �E0 O O E" < 1� nw U R: 0I � o vE 3E �E C O w d � 1 `s �= o Y < J � J z 3 U � a � a a < w a 0 m z 0 w O Z U 2111 i DEMOLITION AND CONSTRUCTION NOTES: O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER C 2O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND C O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1 C2 ® SAWCUT ALONG LINE. — — — — REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. Oj REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1 . C7 15 EXISTING CURB AND GUTTER TO REMAIN. 16 EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 1 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE PATCH PER DETAIL ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. M C7 19 PROTECT EXISTING MONUMENT AND CASE. REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW TRANSITION NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 5 C7 �1 REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6" ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL . C7 PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER C s r_ z m EAST VALLEY RD. 0 N m n .P wild'_ 2S +-0 cork. _r1r• "� BEGIN CONC. \ PVMT. SEE DETAIL C LOCATION OF ASPHALT CONCRETE PATCH ONC ETE W 9 i= 4 i i SEE DETAIL 4 C \ MATCH EXISTING BEGIN CURB MATCH EXISTING FVR PSfR S,T SEE I DETAIL C P OJ�R� 5M 2 16 j! LYLUIN '110 DUNG NVM I. END 9" CONC. PVMT. END SMA 8 SEE DETAIL 19 6 17 � i 9 OON NW Ian, 1 ro� l% 15 p;rdf - ru'F n.r FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COP DETAIL A -01.2 (TYP.) SEE DETAIL 5 C 11 UN o, N� - i pnFS �6 l� STA 31+34 \ BEGIN CURB MATCH EXISTING STA 31+34 BEGIN AC RAMP MATCH EXISTING STA 31+38 OL "55 P. STA 31 +94, 77.Z END`,SMA BEGIN 0" CONC. PVMT. V '\ �J -j�111 1 6 `1l0 T SEE DETAI'L 4 END AC RAMP SEE DETAIL 5 C7 DWG NO. REHABILITATION OF EAST VALLEY ROAD C5 AND SW 43rd STREET SHEET PAVEMENT AND OVERLAY PLAN 5 OF 10 P— STPUL —TA -96 (268) 2� 20 10 0 20 40 60 SCALE IN FEET STA 33 +57 — SEE DETAIL 4 16 / SEE / r DETAIL 5 6 O�jPLK�y SEE P EXISTING SHOULDER A 3232 +IvEY D 10" INC. / ' . BEGIN SMA / SEE DETAIL (74 0 / V i STATE R/W FACE OF CURB= CONSTRUCTION CONTROL LINE TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COB DETAIL A -01.2 (TYP.) TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COB DETAIL A -01.2 (TYP.) STA 31 +99, 12.5'RT BEGIN 10" CONC. PVMT. R- 282821 i 0 2 no iR so CD N= a a w °o Of z m � J J No L LJ Ld z z L) O � � �m 7 p Q w :1 i ZZ Q3 � m w m z W z (� w p z a_ ¢ ¢ MJ_ W S W tr, a° � o o: w Z �E0 O O E" < 1� nw U R: 0I � o vE 3E �E C O w d � 1 `s �= o Y < J � J z 3 U � a � a a < w a 0 m z 0 w O Z U 2111 i DEMOLITION AND CONSTRUCTION NOTES: O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER C 2O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND C O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1 C2 ® SAWCUT ALONG LINE. — — — — REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. Oj REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1 . C7 15 EXISTING CURB AND GUTTER TO REMAIN. 16 EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 1 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE PATCH PER DETAIL ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. M C7 19 PROTECT EXISTING MONUMENT AND CASE. REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW TRANSITION NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 5 C7 �1 REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6" ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL . C7 PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER C s r_ z m EAST VALLEY RD. 0 N m n .P wild'_ 2S +-0 cork. _r1r• "� BEGIN CONC. \ PVMT. SEE DETAIL C LOCATION OF ASPHALT CONCRETE PATCH ONC ETE W 9 i= 4 i i SEE DETAIL 4 C \ MATCH EXISTING BEGIN CURB MATCH EXISTING FVR PSfR S,T SEE I DETAIL C P OJ�R� 5M 2 16 j! LYLUIN '110 DUNG NVM I. END 9" CONC. PVMT. END SMA 8 SEE DETAIL 19 6 17 � i 9 OON NW Ian, 1 ro� l% 15 p;rdf - ru'F n.r FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COP DETAIL A -01.2 (TYP.) SEE DETAIL 5 C 11 UN o, N� - i pnFS �6 l� STA 31+34 \ BEGIN CURB MATCH EXISTING STA 31+34 BEGIN AC RAMP MATCH EXISTING STA 31+38 OL "55 P. STA 31 +94, 77.Z END`,SMA BEGIN 0" CONC. PVMT. V '\ �J -j�111 1 6 `1l0 T SEE DETAI'L 4 END AC RAMP SEE DETAIL 5 C7 DWG NO. REHABILITATION OF EAST VALLEY ROAD C5 AND SW 43rd STREET SHEET PAVEMENT AND OVERLAY PLAN 5 OF 10 P— STPUL —TA -96 (268) 2� 20 10 0 20 40 60 SCALE IN FEET STA 33 +57 — SEE DETAIL 4 16 / SEE / r DETAIL 5 6 O�jPLK�y SEE P EXISTING SHOULDER A 3232 +IvEY D 10" INC. / ' . BEGIN SMA / SEE DETAIL (74 0 / V i STATE R/W FACE OF CURB= CONSTRUCTION CONTROL LINE TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COB DETAIL A -01.2 (TYP.) TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COB DETAIL A -01.2 (TYP.) STA 31 +99, 12.5'RT BEGIN 10" CONC. PVMT. R- 282821 i Z 2 no iR so 3m- N= a a w °o z m m wc N � No n m `P O0 iR so O a a w °o z D wc N GGC m z z L) Z �m 7 o Nz m m o n ay a �r as 1 O O A Nyz "a n N O O0 iR so m s R 6 0 w s 0 a K iu s K o BEGINNING N 0 V DETAIL N LEFT T CO CJ �� HR - -03 A2 L LEFT T TURN ARROW 2 2 +07 ** H ° -03 A3 L 2 a c HR - -03 A4 L LEFT T TURN ARROW 2 22 +69 H HR - -03 A5 L LEFT T TURN ARROW 2 23 +71 H HR - -03 A6 T THRU & & LEFT TURN 2 21 +74 H HR - -11 A7 T THRU & & LEFT TURN 22 +66 H o -11 c THRU & & LEFT TURN O C) HR - -11 A9 L w TURN ARROW 3 30 +16 H C) -03 A10 L LEFT T TURN ARROW 3 30 +78 H HR - -03 All L LEFT T TURN ARROW 3 31 +14 H HR - -03 Al2 R RIGHT T TURN ARROW 3 J HR - -03 SEE SHEET C6A - z TURN ARROW 3 w HR - FOR 43rd STREET g j w 31 +15 H CHANNELIZATION a Z: O -p N W �+ wv p PROcI�E�C`I. LIMITS z z C/) Q O _ H_ z O ~ Q EXISTING J Y 0p xp\ PAVEMENT MARKINGS., w \ ao , 'o o ° B2 LLz s 00 of W�w a �o �E 91 ` o� €� R o � ZoY zQ x z J < o 0 K J Z m a a w a 0 m z O w BEGINUE B1 .TA 0 +68 3EGIN D Al STA 0 +77 END (D) END (E� PROJECT LIMITS CHANNELIZATION NOTES: A# THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. B# THERMOPLASTIC STOP LINE PER COR DETAIL HR -03 AND STOP LINE SCHEDULE TABLE 2. C# THERMOPLASTIC CROSSWALK PER COR DETAIL HR -13 AND CROSSWALK SCHEDULE TABLE 3. OD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. OE LANE LINE PER COR DETAIL HR -02. OF TWO -WAY LEFT TURN LANE PER COR DETAIL HR -01. © APPROACH LINE PER COR DETAIL HR -02. Of g YE LOW PAINT ON FACE OF CURB. .E D TYrE 1 RAISED PAVEMENT MARKERS PER COR DETAIL HR -08 AND DETAIL. h © WHITE PAINT ON FACE A 0 SFT C B. �2� +47 ° BEGIN G ;i ! STA 21+56 BEGIN © 1p"www z AWNPI Cl 1 OC4 -- >\ 50 25 0 50 100 150 C2 ++ •O' B3 SCALE IN FEET - C3 A6 STA 21 64 11' 16.5 8 A3 BEGINQ STA 21+67 0 0 8 BEGIN EO i 7 \ A7 41 xoo 7 1+ •O r�l � rz, I U). it 1 f I C5� 1 A4 A5 STA 0 +77 END TURN MARKING SCHEDULE TABLE 1 MARKING BEGINNING N STATION* C COR D DETAIL Al L LEFT T TURN ARROW 0 0 +93 ** H HR - -03 A2 L LEFT T TURN ARROW 2 2 +07 ** H HR - -03 A3 L LEFT T TURN ARROW 2 21 +80 H HR - -03 A4 L LEFT T TURN ARROW 2 22 +69 H HR - -03 A5 L LEFT T TURN ARROW 2 23 +71 H HR - -03 A6 T THRU & & LEFT TURN 2 21 +74 H HR - -11 A7 T THRU & & LEFT TURN 22 +66 H HR - -11 A8 T THRU & & LEFT TURN O 23 +67 H HR - -11 A9 L LEFT T TURN ARROW 3 30 +16 H HR - -03 A10 L LEFT T TURN ARROW 3 30 +78 H HR - -03 All L LEFT T TURN ARROW 3 31 +14 H HR - -03 Al2 R RIGHT T TURN ARROW 3 30 +17 H HR - -03 A13 R RIGHT T TURN ARROW 3 30 +17 H HR - -03 A14 R RIGHT T TURN ARROW 3 31 +15 H HR - -03 A15 T THRU & & RIGHT 3 32 +77 H HR - -03 A16 T THRU ARROW 3 32 +79 H HR - -03 A17 L LEFT T TURN ARROW 3 32 +79 H HR - -03 A18 T TWO -WAY LEFT 2 25 +75 H HR - -10 A19 T TWO -WAY LEFT 2 27 +75 H HR - -10 A20 L LEFT T TURN ARROW 3 3 +20 H HR - -03 ENDUD STATION MEASURED FROM BACK OF ARROW BEGIN (1 ) PER DETAIL ** MEASURED ALONG 43rd STREET A18 END BEGIN STA 3 +25 EgSr Vq��e� , 28 END G ROg0 FACE OF CURB= L25+0STA0 EAST VALLEY ROAD ENDQp CONSTRUCTION CONTROL LINE END STA 31 END (D REHABILITATION OF EAST VALLEY ROAD DWG NO. AND SW 43rd STREET C6 CHANNELIZATION PLAN SHEET (SHEET 1) 6 OF 10 P- STPUL -TA -96 (268) STOP LINE SCHEDULE TABLE 2 MARKING NO. BEGINNING END STATION OFFSET STATION OFFSET B1 0 +76 ** 6'LT ** 0 +68 ** 5'RT ** B2 20 +36 331T 21 +59 2'LT B3 21 +38 5 61 21 +64 2 31 B4 31 +33 331T 31 +35 1'LT B5 31 +65 78'LT 32 +OS 78'LT B6 32 +61 61'LT 32 +60 2 21 CROSSWALK SCHEDULE TABLE 3 (MEASUREMENTS TO C OF CROSSWALK) CROSSWALK NO. BEGINNING END STATION OFFSET STATION OFFSET Cl 0 +72 28'LT 0 +38 28'RT C2 20 +31 5 61 20 +73 2'RT C3 0 +24 301T 0 +69 28'RT C4 21 +24 58'LT 21 +69 l'RT C5 21 +95 15'RT 22 +14 27'RT C6 31 +45 66'LT 31 +45 3'RT C7 31 +36 70'LT 32 +48 691T C8 32 +50 68'LT 32 +51 13'RT BEGI STA 31+ END (Ei 11 B4 11' ° . 1 + U ,..r T Al2 A14 A13 R =54 BEGIN (j) END STA END `— STATION PER TABLE 1 2 ARROW LOCATION DETAIL NTS PROJECT LIMITS r� STA 31+ P/END B6 STA 32 +61 BEGIN n `M1! Al A16 IIIIUUO uuuuuI ."- -- -- - - C8 C7 11 , e .............. C 1 J A17 co STATE %W STA 32 AND PROJECT ' BEGIN(( LIMITS STA 31 +62 13•RT STA END QH BEGIN STA 31 +42 1•RT BEGIN (H) END (E� PROJECT LIMITS STA 33 +56 END (Gl END - 2azazz C Z 6 LIM 0 m n C �o m @ D z G) Z fio C 3 a > D ` J v� r �r u { N O N O O A° Nhz c N O O a •D z 62'1 C �o m @ D z G) Z fio C 3 a > D ` J v� r �r u { N O N O O A° Nhz c N O O a •D z 62'1 > D ` J v� r �r u { N O N O O A° Nhz c N O O a •D z 62'1 O a •D z 62'1 F3 R s 0 a n w 0 8 0 a z Z n Z O N Qr N LJ J S Lv v Z Z Q 2 U Elf J w LLJ P- LL d- 0 Z O_ p ~ Z Q J_ m rlKa W ao LEFT TURN MARKING Q U O 00 0 � 3a Z 2 ' © W U rna OD c CENTERLINE PER COR DETAIL HR -01. �E ,E CDR DETAIL HR -02. �N C y 11 C Off+ TURN LANE PER COP Oy © APPROACH LINE PER COR DETAIL HR -02. KO SKIP APPROACH LINE PER HR -02. m m m a n p � O w Z n Z O N Qr N LJ J S Lv v Z Z Q 2 U Elf J w LLJ P- LL d- 0 Z O_ p ~ Z Q J_ m rlKa W 1115-1, iy olzzc�3EL`' a a w 0 f:' Z 0 w 0 Z CHANNELIZATION NOTES: ao LEFT TURN MARKING d o 0.� 9 00 0 � 3a Z 2 ' © W U rna OD c CENTERLINE PER COR DETAIL HR -01. �E ,E CDR DETAIL HR -02. �N C y 11 C Off+ TURN LANE PER COP Oy © APPROACH LINE 1115-1, iy olzzc�3EL`' a a w 0 f:' Z 0 w 0 Z CHANNELIZATION NOTES: THERMOPLASTIC LEFT TURN MARKING ARROWS PER COP DETAIL HR -03. 9 RIGHT TURN MARKING \Y © THERMOPLASTIC a, DETAIL HR -03. © THERMOPLASTIC CROSSWALK PER COP DETAIL HR -13. 1115-1, iy olzzc�3EL`' a a w 0 f:' Z 0 w 0 Z CHANNELIZATION NOTES: * DISTANCE TO BE E ENGINEER REHABILITATION OF EAST VALLEY ROADI DWG N0. AND SW 43rd STREET C6A CHANNELIZATION PLAN SHEET (SHEET 1) 6A OF 10 P— STPUL —TA -96 (268) I 0 25 0 50 100 1: SCALE IN FEET R- 282823 O THERMOPLASTIC LEFT TURN MARKING ARROWS PER COP DETAIL HR -03. THERMOPLASTIC RIGHT TURN MARKING ARROWS PER COP DETAIL HR -03. © THERMOPLASTIC STOP LINE PER COR DETAIL HR -03. © THERMOPLASTIC CROSSWALK PER COP DETAIL HR -13. OD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. �E LANE LINE PER CDR DETAIL HR -02. Z OF TWO -WAY LEFT TURN LANE PER COP DETAIL HR -01. © APPROACH LINE PER COR DETAIL HR -02. KO SKIP APPROACH LINE PER HR -02. m * DISTANCE TO BE E ENGINEER REHABILITATION OF EAST VALLEY ROADI DWG N0. AND SW 43rd STREET C6A CHANNELIZATION PLAN SHEET (SHEET 1) 6A OF 10 P— STPUL —TA -96 (268) I 0 25 0 50 100 1: SCALE IN FEET R- 282823 O = m � �o m a N �y �r m A { W y^1 G d N N ° T O O '�0 1 WA° Nyz N 00 8 O o a a� z z L) �o m a N S YI z c Z 3 a� C 3 Nz m m m a n �y �r m A { W y^1 G d N N ° T O O '�0 1 WA° Nyz N 00 8 O o a a� z z L) 9 0 0 0 V a i 0 8 A O a a 0 x o ao 0 � o o_ �a m g° O N C m D 00 OEo O SURFACING a m z ° 7 TOP COURSE 3 m -w ad G) 00 z° >g Ao C C nm = v uz COLD JOINT m � Q) Q) #3 REBAR – ZZ< x 0 0 � c < z � 3 O d K w s a a a w> C) rK w a 0 H– U) Un 0 Q Z W � O V) 3�: ZZ Z U) O U o Q Z H Q V) J m Q W 3/8" EXPANSION JOINT 6 1/2" 1" RADIUS CONCRETE SIDEWALK 5 1/2" _ NEW CEMENT ° CONCRETE ° 6 °(EXCEPT AT PAVEMENT ° ° CURB RAMPS) 3" a 5 1/2 14 COLD JOINT_____. -) 4 / ° #3 REBAR i v AJ- 7 `J ,., Aft A \E 3/8" EXPANSION JOINT °^' 6" AC PAVEMENT c � RAMP ao 0 � o o_ �a m g° O N C m D 00 OEo O SURFACING a m z ° 7 TOP COURSE H W -w ad G) 00 z° >g Ao C C nm = v 3/8" EXPANSION JOINT 6 1/2" 1" RADIUS CONCRETE SIDEWALK 5 1/2" _ NEW CEMENT ° CONCRETE ° 6 °(EXCEPT AT PAVEMENT ° ° CURB RAMPS) 3" a 5 1/2 14 COLD JOINT_____. -) 4 / ° #3 REBAR i v AJ- 7 `J ,., Aft A \E 3/8" EXPANSION JOINT °^' 6" AC PAVEMENT c � RAMP 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. 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. 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 L 0 C nm m g° O m D 4► a� o 0 O a 0 m m N �x a s c N 8 > N< pm m m g° O m D 4► a� o 0 O a 0 z N �x a Z c N G) 00 z° Z Ao C nm uz m � ,s n m > N< pm m a o 4► a� o 0 O a 0 z N �x a Z c N G) 00 z° m 8 D o m Z 4 z G) 0 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 0 °n "s 0 0 s 0 a °o { J 0 0 J �a ¢ 0 +85 ** 00 O L4 �Q L39 0 +95 ** L :Ba d U L36 _ 21 +65 J MECa = N L10 23 +45 L11 W L12 23 +55 rlK w L14 I — o H— vn 29 +27 C/-) 29 +93 o 1 o Z a r> (D a � zo z cn w O v v Qz J m P 0 2 w { J a° 0 J �a � z 0 +85 ** 00 0+81** L4 �Q L39 0 +95 ** L :Ba d U L36 j 21 +65 L9 MECa = N L10 23 +45 L11 Q'N L12 23 +55 L13 om L14 L37 L38 10' 29 +27 L16 29 +27 L17 29 +93 a 1 o a r> a w v { J w 0 J 0 J 0 +85 ** L3 0+81** L4 0 +89 ** L39 0 +95 ** 10' a � L36 j 21 +65 L9 0 L10 23 +45 L11 23 +38 L12 23 +55 L13 25 +46 L14 L37 L38 10' 29 +27 L16 29 +27 L17 29 +93 a 29 +93 a r> a w v P 0 m z 0 w 0 z LI M 1� Q) c w \1 L41 L42 f 0 0 — I STATION* L1 L40 J 0 +85 ** L3 0+81** L4 0 +89 ** L39 0 +95 ** 10' 1 +05 ** L7 L36 j 21 +65 L9 0 L10 23 +45 L11 23 +38 L12 23 +55 L13 25 +46 L14 L37 L38 10' 29 +27 L16 29 +27 L17 29 +93 L18 29 +93 r> D v P l C� I 1- I I, I� I I= 10�10' 11' m L3 +m 0 a i W m = w �rf I m 0 LOOP DETECTOR SCHEDULE TABLE 1 MARKING NO. STATION* L1 20 +52 L2 0 +85 ** L3 0+81** L4 0 +89 ** L5 0 +95 ** L6 1 +05 ** L7 21+47 j 21 +65 L9 0 10�10' 11' m L3 +m 0 a i W m = w �rf I m 0 LOOP DETECTOR SCHEDULE TABLE 1 MARKING NO. STATION* L1 20 +52 L2 0 +85 ** L3 0+81** L4 0 +89 ** L5 0 +95 ** L6 1 +05 ** L7 21+47 L8 21 +65 L9 21 +69 L10 23 +45 L11 23 +38 L12 23 +55 L13 25 +46 L14 25 +50 L15 29 +27 L16 29 +27 L17 29 +93 L18 29 +93 MARKING NO. STATION* L19 31 +08 L20 31 +08 L21 31 +08 L22 31 +22 L23 31+22 L24 31+22 L25 31+89 L26 31+89 L27 31+89 L28 32 +65 L29 32 +65 L30 32 +65 L31 32 +82 L32 32 +82 L33 32 +82 L34 2 +68 ** L35 2 +68 ** L36 0 +91 (w)** * STATION MEASURED FROM CENTER OF LOOP DETECTOR TO CONSTRUCTION CONTROL LINE. ** MEASURED TO CE OF 43rd STREET > (w) AFTER STATION INDICATES STATION IS ON SW 43rd STREET WEST OF EAST VALLEY ROAD O 7 L80�\ \. ,, OA O (TYP.) x00 V Ida ,1 , m L34 L35 Ij I! I� 00 �I 07 I ;;0 Frl --11 �ryAJ oa ea ea ^N FACE OF CURB— EAST VALLEY ROAD CONSTRUCTION CONTROL LINE F� EAST VALLEY ROAD LOOP DETECTORS — INTERSECTION 43rd ST. AND EAST VALLEY ROAD NTS L150 L 1 60 MARKING NO. STATION* L37 0+89(w)** L38 0 +81 (w) ** L39 0 +91(w) ** L40 1 +01(w )** L41 2 +51 (w) ** L42 JL 2 +51 w) ** 0 \ L 13 OL14 qST O��Fy "?o PROJECT LIMITS I -FACE OF CURB= EAST` VALLEY ROAD CONSTRUCTION CONTROL LINE -P DWG NO. REHABILITATION OF EAST VALLEY ROAD C9 AND SW 43rd STREET SHEET SECTIONS AND DETAILS 9 OF 10 P— STPUL —TA -96 (268) 113' r/ L26 ^ y n 1 16' ED ' ° O L28 L31 ° OL29 L32 11'(TYP.) 83' O t 8 8 8 8 8 8 8 8 t 8 H II 6 H t t t 8 8 II 8 8 8 t 8 ° OL30 L33 11'(Toy P.) I o j o ? 27'(TYP.) 32100 0 / 33 +00 ---------- -tiii� I LOOP DETECTORS — INTERSECTION 41 st ST. AND EAST VALLEY ROAD NTS LEGEND O 6' DIA ROUND LOOP DETECTORS -- EXISTING 6'x6' SQUARE LOOP DETECTOR (TO REMAIN) LOOP DETECTOR NOTES: L #— INDUCTION LOOP VEHICLE DETECTOR PER COP DETAIL JR33 -34 AND SPECIAL PROVISIONS. SEE LOOP DETECTOR SCHEDULE TABLE 1 AND PLAN FOR LOCATION SEE SPECIAL PROVISIONS FOR LOOP VEHICLE DETECTORS ON SW 43rd ST WEST OF EAST VALLEY ROAD. INDUCTION LOOP DETECTORS SHALL BE RECONNECTED AT SPLICE IN EXISTING J— BOXES. R- 282826 1 z s ° I r� 1_19 O ° -° O L22 <� aeeeee T6�'(TYP UL23 3 r .) 0 O L24 I -FACE OF CURB= EAST` VALLEY ROAD CONSTRUCTION CONTROL LINE -P DWG NO. REHABILITATION OF EAST VALLEY ROAD C9 AND SW 43rd STREET SHEET SECTIONS AND DETAILS 9 OF 10 P— STPUL —TA -96 (268) 113' r/ L26 ^ y n 1 16' ED ' ° O L28 L31 ° OL29 L32 11'(TYP.) 83' O t 8 8 8 8 8 8 8 8 t 8 H II 6 H t t t 8 8 II 8 8 8 t 8 ° OL30 L33 11'(Toy P.) I o j o ? 27'(TYP.) 32100 0 / 33 +00 ---------- -tiii� I LOOP DETECTORS — INTERSECTION 41 st ST. AND EAST VALLEY ROAD NTS LEGEND O 6' DIA ROUND LOOP DETECTORS -- EXISTING 6'x6' SQUARE LOOP DETECTOR (TO REMAIN) LOOP DETECTOR NOTES: L #— INDUCTION LOOP VEHICLE DETECTOR PER COP DETAIL JR33 -34 AND SPECIAL PROVISIONS. SEE LOOP DETECTOR SCHEDULE TABLE 1 AND PLAN FOR LOCATION SEE SPECIAL PROVISIONS FOR LOOP VEHICLE DETECTORS ON SW 43rd ST WEST OF EAST VALLEY ROAD. INDUCTION LOOP DETECTORS SHALL BE RECONNECTED AT SPLICE IN EXISTING J— BOXES. R- 282826 1 z >y o <� m D 3 m z z z z A<� w 1 a 0 C 0 >y mD <� �r D m N"O z z 0 A<� w 1 a 0 C 0 c N m 3 m z >y mD <� �r m N"O �s O A<� w 1 a 0 c N 00 mD o z m Q t e 0 a a a 0 V I V) J 0 z Q V) z 0 CC)) w GO CD o c)l° 0 0 J J LLI fcf) M O z cn CD CD ~ z Q Q J m Q S W ckf R �e o J E m U'N o� �3e z a x a r_ W Z O N C) o d 3¢ m U go �o Nz c E 4 R �e o J E m U'N o� �3e z Z x a a� F m v d G7 m � go Nz 4 p o a a w 0 8 z 0 N w 6 z REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C10 SECTIONS AND DETAILS 10 oFE10 .c N P- STPUL -TA -96 (268) w 70 0 �'. J __ . ,__ SLOPE VARIES w ~ I "' " c° o . zo 0 o zo ao so MATCH EXISTING D a <. LLI SCALE IN FEET * CURB ELEV, TYP. 0 a-; I : (EVR .. v) J < o . ELEV 22.86 w,_ w 50 n a W -- STA 22 +46 22.5'LT EVR z doh° ELEV 23.00* ELEV 23.47 U: :: x6. ... cow STA 21 +96.64 22.5'RT EVR / /.q" <�� I "I° / rho' vc ELEV 23.72 ELEV 22.97* nm 50 . VC r�' .. ...... ...... .. ... .. .. .. �... ... 6 ' / c�` ° � � / � SEE SUPERELEVATION 30 ELEV 23.75 AT GUTTER DETAIL C� (. I +0.5i STA 21 +89 22.5'RT EVR ELEV 23.77 F n // . 20 ... - -- ..I... - " -- ..... . �....::::: ELEV 23.40* �h�° ' STA 214 26' ..... 2 + > ! � ELEV 2 1 0 - -- 3.37* N SLOPE VARIES, / / %' sT: `' 7. j MATCH EXISTING / / / f ° op ... ... CURB ELEV, TYP. ./ �y STA 21 +97.86 2.541RT EVR .... ......... ......... ......... .... . 81 0 ELEV 23.83 AT GUTTER " " " 0 ' LEV 3.46 GU R �''' \ - - - -- -- - -- -- -- -- ELEV 24.75* -- -- - STA -21 +65:48 - -2 - .5�F�T ._EVR �4 \ ELEV 23.91 \ ELEV 24.55 AT GUTTER °o °0 00 0° °0 °0 °o °0 00 _ `�� y �2�S °/° + + + + + + + ELEV 23,44* ELEV 23.97* ? %� \° �[1T�e 2 -- 9 -= .EEEV5.24* o N d 0 ��- 5 LT EVR ff- _ WA 25o< � ,w�� + 43rd STREET PROFILE B LEV L24., � --� - + < N M MATCH EXISTING ELEV. - ELEV 23 4 * STA 21 +64.38 0.03'RT EVIR 2'4% 7 N CONTRACTOR TO FIELD STA 0 +64 5.5'RT EVR I - FOR FINISHED GRADE a ELEV 23.95* ELEV 23.73 GUTTER F a SURVEY PRIOR TO aiN ELEV. SEE PLAN DETAIL N r < STA 0 +66.53 8.75'LT 43r ST < DEMOLITION ELEV 23.87 GUTTER ELEV 24.69 AT GUTTER ^° 10 +00 i z j< r _ cn 1 +nn _ v ° ......... .. ......� ......... ...... . ri EVR CONSTRUCTION % CONTROL LINE * EXISTING ELEVATION FIELD VERIFY 43rd /EVR INTERSECTION FINISH GRADING DETAIL i R- 282821 3.0% 2.0% 1.0% 0 "l 0.0% W d O -1 .0% -2.0% -3.0% 1- 20+00 22 +00 24 +00 26 +00 28 +00 30 +00 32 +00 34 +00 36 +00 SUPERELEVATION DIAGRAM C �I CZ Z m � C a� CG m ' z G7 m � m a A W ' D o O Oo+ u, n a 0 ' w a 0 y N a c N o �o pn o D Z �z 'n p pp a Do m D a� CG ' z G7 go Nz m p o m a A W ' D o O Oo+ u, n a 0 ' w a 0 y N a c N o �o pn o D Z �z 'n 0Z 0 U K J _z 3 a. D: w x � m z 0 N w n: I 'u � DESCRIPTION C1 � U Q) TYPICAL ROADWAY SECTIONS C3 —05 da � C6,C6A z N C5 00 of EAST VALLEY ROAD LT 3v NB NORTHBOUND o¢ w zu.. LLI o' R U ry �o 3 RR LLJ J FW - n 6 -J RIGHT —OF —WAY SB W SMA STONE MATRIX ASPHALT F- !Y STREET r w N� TYR. TYPICAL a� Nw� Of L� w C) 0 o� Rz �a a m a LLJ 0Z 0 U K J _z 3 a. D: w x � m z 0 N w n: I 'u SHEET DESCRIPTION C1 COVER SHEET a° TYPICAL ROADWAY SECTIONS C3 —05 da � C6,C6A z N C5 00 of EAST VALLEY ROAD LT 3v NB NORTHBOUND NTS NOT TO SCALE zu.. LLI aw R U ry �o 3 RR aE n RIGHT \ RIGHT —OF —WAY SB E' SMA STONE MATRIX ASPHALT �N STREET r STATION TYR. TYPICAL a� 0Z 0 U K J _z 3 a. D: w x � m z 0 N w n: I 'u SHEET DESCRIPTION C1 COVER SHEET C2 TYPICAL ROADWAY SECTIONS C3 —05 PAVEMENT AND OVERLAY PLAN C6,C6A CHANNELIZATION PLAN C7 —C10 C5 ELECTRICAL MANHOLE EVR EAST VALLEY ROAD LT LEFT NB NORTHBOUND NTS NOT TO SCALE PVMT. PAVEMENT R RADIUS RPM ' Swv. 43rd STREET WES R DWG NO. REHABILITATION OF EAST VALLEY ROAD Cl AND SW 43rd STREET SHEET COVER SHEET 1 of 10 sc (zee) FEAST VALLEY ROAD SW 43rd STREET AND OF OAKSDALE TO SIR 167 CY OF NTON PANNING /BUILDING /RUBLIC WORKS P- STPUL -TA- 96(268) INDEX SHEET DESCRIPTION C1 COVER SHEET C2 TYPICAL ROADWAY SECTIONS C3 —05 PAVEMENT AND OVERLAY PLAN C6,C6A CHANNELIZATION PLAN C7 —C10 SECTIONS AND DETAILS LEGEND WMH WATER MANHOLE WM ❑ WATER METER WV ® WATER VALVE FH Q FIRE HYDRANT GV 0 GAS VALVE POW VLT POWER VAULT LV 0 STREET LIGHT VAULT 12 "CONC SD STORM DRAIN LINE CB CATCH BASIN SDMH STORM DRAIN MANHOLE 8 "PVC SS SANITARY SEWER LINE SSMH SANITARY SEWER MANHOLE — — — RIGHT OF WAY LINE — -- CENTERLINE MIC ® MONUMENT IN CASE S - SIGN j,,,DROP CURB TRANSITION .5 CURB 1'GUTTER P &LP 0----I; POWER AND LIGHT POLE 0 i,LLIGHT POLE TRAF VLT TRAFFIC VAULT TRAF CAB TRAFFIC CABINET O CONSTRUCTION NOTES REFERENCE ABBREVIATIONS AC ASPHALT CONCRETE ALT. ALTERNATIVE APPROX. APPROXIMATE CONC. CONCRETE COR CITY OF RENTON CSTC CRUSHED SURFACING TOP COURSE EMH ELECTRICAL MANHOLE EVR EAST VALLEY ROAD LT LEFT NB NORTHBOUND NTS NOT TO SCALE PVMT. PAVEMENT R RADIUS RPM RAISED PAVEMENT MARKERS RR RAILROAD RT RIGHT RAW RIGHT —OF —WAY SB SOUTHBOUND SMA STONE MATRIX ASPHALT ST STREET STA STATION TYR. TYPICAL BEGIN SW 43rd STREET CONSTRUCTION N LIMITS — INTERSEC TION SEE SPECIAL PROVISIONS SB DETOUR ROUTE SEE SPECIAL PROVISIONS. II II C RR 81st 82nd I i I 38th Ml DEPARTMENT REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TRANSPORTATION SYSTEMS DIRECTOR I 3 RE OR I -v I W SW 39th ST SW 41st ST 0=::S 188th sT—I L is 7F ST ul sws 43re )II $ J� 1,7 VICINITY MAP NTS FOR APPROVAL PROJECT LOCATION R-282828 12 aea--r a g m= C m 3 Nz �o m m o Z n 0 �y �r �o m m o � w Z a�n 0 z N ..a c m 3 u N m m m n �y �r m a{ °O m N ,., o � w a�n �y N ..a n n N gooM O 8 O Dm o D m G� R 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 a N � gg� Z 3 U J a o ao o x a wz C O O Z E-4 �z 3� a aW W } J � �E3 J Lij w m'E ry a N O NQ a Z L�l I.... LL d 0_ w � Z N m Q Q Q J a Q w Of a N � gg� Z 3 U J a o ao o x a wz C D • O Z E-4 �z 3� a aW W as z � �E3 aE m'E a om a� a N � gg� z 0 W Z 3 U J a o o x x C D • C G Z z a a v m z 0 W DWG N0. DEMOLITION AND CONSTRUCTION NOTES REHABILITATION OF EAST VALLEY ROAD C4 o AND SW 43rd STREET AND OVERLAY PLAN SHEET PAVEMENT A 1O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER 4 OF T c 2O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9° P— STPUL —TA -96 (268) THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e. w ® SAWCUT ALONG LINE. - - - - ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F -01. Og REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON PER DETAIL 1e. 11 REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT CONCRETE DRIVEWAY PATCH. ® EXISTING CURB AND GUTTER TO REMAIN. ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. ® SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL e 19 PROTECT EXISTING MONUMENT AND CASE. 20 10 0 20 40 60 SCALE IN FEET STA 24 +91 STA 25 +02 BEGIN CURB END CURB TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS VARIES 4 - MATCH EXISTING MATCH EXISTING PER COR DETAIL A -01.1 C7 1 AND A -01.2 (TYP.) STA 24 +99 11 _ SEE 66 _ tip •� � '�.,, ------ -v. - - - -� - - -- - DETAIL ___---- ---- -- __ 4.� VARIES — — — 2 -- - o -4 4 C NE 9" CONC ETE" 2" SMA OVERLAY m _ PA EMEIIT � Si St � — — — — 24' DETAIL STA 26 +52 m xoo� , 1 STA 24 +99 SEE 4 1 x * END CONIC. 1 5 4 DETAIL 6e PVMT Lo 9 BEGIN SMA n LONGITUDINAL CONTRACTION . W OR CONSTRUCTION JOINTS °n. W _ n ps , c 26 +00) xc. _ _ 27i 60 - g + PER COR DETAIL A -01.1 FACE OF CURB= AND A -01.2 _ CONSTRUCTION -- CONTROL LINE 4, EXISTING CATCH BASIN TO 4' REMAIN CEMENT CONC. CATCH BASIN A APRON LA DETAIL FACE OF C3,C4 NTS CURB FOR SURFACING SECTION SEE TYPICAL ROADWAY SECTIONS - DWG.C2 EXISTING CURB -� TO REMAIN CEMENT CONC. CATCH BASIN APRON. CONSTRUCT SIMILAR TO CEMENT CONC, CURB AND GUTTER SECTION A —A NTS 6" R- 282831 EXISTING CSTC EXISTING CATCH BASIN TO REMAIN lk-e 2- "a0- -,)-F3/ a o o x m N < C D • C G Z z DWG N0. DEMOLITION AND CONSTRUCTION NOTES REHABILITATION OF EAST VALLEY ROAD C4 o AND SW 43rd STREET AND OVERLAY PLAN SHEET PAVEMENT A 1O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER 4 OF T c 2O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9° P— STPUL —TA -96 (268) THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e. w ® SAWCUT ALONG LINE. - - - - ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F -01. Og REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON PER DETAIL 1e. 11 REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT CONCRETE DRIVEWAY PATCH. ® EXISTING CURB AND GUTTER TO REMAIN. ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. ® SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL e 19 PROTECT EXISTING MONUMENT AND CASE. 20 10 0 20 40 60 SCALE IN FEET STA 24 +91 STA 25 +02 BEGIN CURB END CURB TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS VARIES 4 - MATCH EXISTING MATCH EXISTING PER COR DETAIL A -01.1 C7 1 AND A -01.2 (TYP.) STA 24 +99 11 _ SEE 66 _ tip •� � '�.,, ------ -v. - - - -� - - -- - DETAIL ___---- ---- -- __ 4.� VARIES — — — 2 -- - o -4 4 C NE 9" CONC ETE" 2" SMA OVERLAY m _ PA EMEIIT � Si St � — — — — 24' DETAIL STA 26 +52 m xoo� , 1 STA 24 +99 SEE 4 1 x * END CONIC. 1 5 4 DETAIL 6e PVMT Lo 9 BEGIN SMA n LONGITUDINAL CONTRACTION . W OR CONSTRUCTION JOINTS °n. W _ n ps , c 26 +00) xc. _ _ 27i 60 - g + PER COR DETAIL A -01.1 FACE OF CURB= AND A -01.2 _ CONSTRUCTION -- CONTROL LINE 4, EXISTING CATCH BASIN TO 4' REMAIN CEMENT CONC. CATCH BASIN A APRON LA DETAIL FACE OF C3,C4 NTS CURB FOR SURFACING SECTION SEE TYPICAL ROADWAY SECTIONS - DWG.C2 EXISTING CURB -� TO REMAIN CEMENT CONC. CATCH BASIN APRON. CONSTRUCT SIMILAR TO CEMENT CONC, CURB AND GUTTER SECTION A —A NTS 6" R- 282831 EXISTING CSTC EXISTING CATCH BASIN TO REMAIN lk-e 2- "a0- -,)-F3/ a o o x m N < C D • C G Z a x c 0 0 �C of E 3a �z 2 aw a 0. L) a T 00 cE E E E 71 om a� s �p a o g N 4 R ` x ppZ U 0 Z 0! a v z 0 N_ P DEMOLITION AND CONSTRUCTION NOTES 10 PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e 2� REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e 30 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1' . 0 ® SAWCUT ALONG LINE. - - - - REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. O REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL to EXISTING CURB AND GUTTER TO REMAIN. ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. Q REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE PATCH PER DETAIL /-9"'N . ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. Og PROTECT EXISTING MONUMENT AND CASE. ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW TRANSITION NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL ® . ® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6" ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL ® PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e . LOCATION OF ASPHALT CONCRETE PATCH SEE DETAIL 4 1 31+59, 77. E' 'I CURB MAI::'H EXISTING MATCH EXISTING � n SEE DETAIL ✓ ERA SON O`I STA 31+40 S ®DETAIL \ �\ I o. 5 5 1p� 1 \ S.c r� L,a Ur r" STA 31+94, 77.5 IEND,, SMA BEGIN (il0" CONC. PVMT. DWG NO. REHABILITATION OF EAST VALLEY ROAD C5 AND SW 43rd STREET SHEET PAVEMENT AND OVERLAY PLAN 5 OF 10 P- STPUL -TA -96 (268) 2� 20 10 0 20 40 60 SCALE IN FEET STA 33 +57 — S ®DETAIL lJJ l i i y- r •y r- 6» oe b7 BEGIN 10 CONC. PVMT. , ... Y :. END 9' CoNC. PVMT. l-' `'C L'� L_ END SMA - 6 SEE DETAIL 1 C i p0 4 v — r ¢ i v '9TA 31 + 4 1 BEGIN CUR 1 Og T n t MATCH EXISTING x STA 28 +60 C END SMA m BEGIN CONC. MENS BEGIN AC RAMP -4 PVMT. � C �E PA N MATCH EXISTING o ON TRANSVERSE CONSTRUCTION EAST VALLEY RD. = SEE DETAIL ¢ N 9 OR CONTRACTION JOINTS STA 31 +38 ^ 2Qpb0 PER CDR DETAIL A -01.2 (TYP.) END CURB C FACE OF CURB= p CONSTRUCTION -7 CONTROL LINE 28 +0 " SEE DEfAit' \ `---T � A END SH( EXISTING i4 32 +56 � JD 1 NC. / BEGIN SMA SEE DETAIL® STATE R%W n1 1 FACE OF CURB= CONSTRUCTION CONTROL LINE TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.2 (TYP.) SEE DETAIL tv TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.2 (TYP.) STA 31 +99, 12.5'RT CONC. PVMT. A• FE OOjr70} WA. ♦O 17969 R= 282832 2 •�ins� �2 SS10NAL 6aG E)fRIRES- 6/26/2&01 f-&•R- aFaP�Z �I z c g 0 �r z N Y� U ff U m b C C N N z ' 0 � z z .0 C o mm � �L Nz m p z � n a O c W r J fr LLJ jw � O Cn ( 0z n -"o z� Q w a. O z LLI z cn w p CL F Q J m Q w 0 0 �C of E 3a �z 2 aw a 0. L) a T 00 cE E E E 71 om a� s �p a o g N 4 R ` x ppZ U 0 Z 0! a v z 0 N_ P DEMOLITION AND CONSTRUCTION NOTES 10 PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e 2� REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e 30 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1' . 0 ® SAWCUT ALONG LINE. - - - - REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. O REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL to EXISTING CURB AND GUTTER TO REMAIN. ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. Q REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE PATCH PER DETAIL /-9"'N . ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. Og PROTECT EXISTING MONUMENT AND CASE. ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW TRANSITION NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL ® . ® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6" ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL ® PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e . LOCATION OF ASPHALT CONCRETE PATCH SEE DETAIL 4 1 31+59, 77. E' 'I CURB MAI::'H EXISTING MATCH EXISTING � n SEE DETAIL ✓ ERA SON O`I STA 31+40 S ®DETAIL \ �\ I o. 5 5 1p� 1 \ S.c r� L,a Ur r" STA 31+94, 77.5 IEND,, SMA BEGIN (il0" CONC. PVMT. DWG NO. REHABILITATION OF EAST VALLEY ROAD C5 AND SW 43rd STREET SHEET PAVEMENT AND OVERLAY PLAN 5 OF 10 P- STPUL -TA -96 (268) 2� 20 10 0 20 40 60 SCALE IN FEET STA 33 +57 — S ®DETAIL lJJ l i i y- r •y r- 6» oe b7 BEGIN 10 CONC. PVMT. , ... Y :. END 9' CoNC. PVMT. l-' `'C L'� L_ END SMA - 6 SEE DETAIL 1 C i p0 4 v — r ¢ i v '9TA 31 + 4 1 BEGIN CUR 1 Og T n t MATCH EXISTING x STA 28 +60 C END SMA m BEGIN CONC. MENS BEGIN AC RAMP -4 PVMT. � C �E PA N MATCH EXISTING o ON TRANSVERSE CONSTRUCTION EAST VALLEY RD. = SEE DETAIL ¢ N 9 OR CONTRACTION JOINTS STA 31 +38 ^ 2Qpb0 PER CDR DETAIL A -01.2 (TYP.) END CURB C FACE OF CURB= p CONSTRUCTION -7 CONTROL LINE 28 +0 " SEE DEfAit' \ `---T � A END SH( EXISTING i4 32 +56 � JD 1 NC. / BEGIN SMA SEE DETAIL® STATE R%W n1 1 FACE OF CURB= CONSTRUCTION CONTROL LINE TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.2 (TYP.) SEE DETAIL tv TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS PER COR DETAIL A -01.2 (TYP.) STA 31 +99, 12.5'RT CONC. PVMT. A• FE OOjr70} WA. ♦O 17969 R= 282832 2 •�ins� �2 SS10NAL 6aG E)fRIRES- 6/26/2&01 f-&•R- aFaP�Z �I z a c g 3 � �r z A { Y� O �0 D0 a O a � �r z A { Y� O �0 D0 wy °N C N N z ' 0 � z z .0 C o mm � Nz m z n a O a p D �r z A { Y� wy °N C C N a O a �0 0 N p D z 9, R e Y� c3 N r C le pU m I Q) °a c O w SEE SPECIAL PROVISIONS Lu �€ Z > FOR 43rd STREET ¢ CHANNELIZATION c) N W u� rj jai i LL_ z p PROJECT LIMITS U O p ~ Q EXISTING pJ—p Apo PAVEMENT a Q MARKINGS, W \ Of ` g �o LL- O O 3E STA 0 +64 < BEGIN E U ~ Ld a'°L Bl 1 U 0-' '� mo a cE m E STA 0+6§A,,,,--- 1.. F4 BEGIN D Al 71 it FL STA +77 'KE END D ,I ° TRAFFIC ISLAND — STRIPING O PER DETAIL A2 o C CL W 16.5 o F t z STA 4+6A END E PROJECT LIMITS CHANNELIZATION NOTES A# THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. 3 C# THERMOPLASTIC STOP LINE PER COR DETAIL HR -03 AND STOP LINE SCHEDULE TABLE 2. THERMOPLASTIC CROSSWALK PER COR DETAIL HR -13 AND CROSSWALK SCHEDULE TABLE 3. QD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. �E LANE LINE PER COR DETAIL HR -02. TWO -WAY LEFT TURN LANE PER COR DETAIL HR -01. © APPROACH LINE PER CDR DETAIL HR -02. QH EDGE OF ROAD LINE PER CDR DETAIL HR -03. JO TYPE 1 RAISED PAVEMENT MARKERS PER COR DETAIL HR-08 AND DETAIL. i -+ STA 21 +47 0, BEGIN E STA 21 +56 BEGIN G t_,c") ___.. OT C5 fA4 �F STA 4 +72 END E 50 25 0 50 100 150 DB3 SCALE IN FEET A6 STA 21 +64 BEGINQD A5 A7 ` A8 m m Lr, R =45' 1 RPM TRAFFIC ISLAND LAYOUT NTS R =12' END TURN MARKING SCHEDULE TABLE 1 MARKING TYPE STATION' CDR DETAIL Al LEFT TURN ARROW 0 +93 ** HR -03 A2 LEFT TURN ARROW 2 +07 ** HR -03 A3 LEFT TURN ARROW 21 +80 HR -03 A4 LEFT TURN ARROW 22 +69 d A5 LEFT TURN ARROW 23 +71 HR -03 A6 THRU & LEFT TURN ONLY ARROW z HR -11 A7 THRU & LEFT TURN ONLY ARROW 22 +66 HR -11 A8 THRU & LEFT TURN ONLY ARROW CHANNELIZATION NOTES A# THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. 3 C# THERMOPLASTIC STOP LINE PER COR DETAIL HR -03 AND STOP LINE SCHEDULE TABLE 2. THERMOPLASTIC CROSSWALK PER COR DETAIL HR -13 AND CROSSWALK SCHEDULE TABLE 3. QD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. �E LANE LINE PER COR DETAIL HR -02. TWO -WAY LEFT TURN LANE PER COR DETAIL HR -01. © APPROACH LINE PER CDR DETAIL HR -02. QH EDGE OF ROAD LINE PER CDR DETAIL HR -03. JO TYPE 1 RAISED PAVEMENT MARKERS PER COR DETAIL HR-08 AND DETAIL. i -+ STA 21 +47 0, BEGIN E STA 21 +56 BEGIN G t_,c") ___.. OT C5 fA4 �F STA 4 +72 END E 50 25 0 50 100 150 DB3 SCALE IN FEET A6 STA 21 +64 BEGINQD A5 A7 ` A8 m m Lr, R =45' 1 RPM TRAFFIC ISLAND LAYOUT NTS R =12' END TURN MARKING SCHEDULE TABLE 1 MARKING TYPE STATION' CDR DETAIL Al LEFT TURN ARROW 0 +93 ** HR -03 A2 LEFT TURN ARROW 2 +07 ** HR -03 A3 LEFT TURN ARROW 21 +80 HR -03 A4 LEFT TURN ARROW 22 +69 HR -03 A5 LEFT TURN ARROW 23 +71 HR -03 A6 THRU & LEFT TURN ONLY ARROW 21 +74 HR -11 A7 THRU & LEFT TURN ONLY ARROW 22 +66 HR -11 A8 THRU & LEFT TURN ONLY ARROW 23 +67 HR -11 A9 LEFT TURN ARROW 30 +16 HR -03 A10 LEFT TURN ARROW 30 +78 HR -03 All LEFT TURN ARROW 31 +14 HR -03 Al2 RIGHT TURN ARROW 30 +17 HR -03 A13 RIGHT TURN ARROW 30 +17 HR -03 A14 RIGHT TURN ARROW 31 +15 HR -03 A15 THRU & RIGHT TURN ONLY ARROW 32 +77 HR -03 A16 THRU ARROW 32 +79 HR -03 A17 LEFT TURN ARROW 32 +79 HR -03 A18 TWO -WAY LEFT TURN ARROWS 25 +75 HR -10 A19 TWO -WAY LEFT TURN ARROWS 27 +75 HR -10 A20 LEFT TURN ARROW 3 +20 HR -03 REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C6 CHANNELIZATION PLAN SHEET 6 OF 10 P- STPUL -TA -96 (268) STOP LINE SCHEDULE TABLE 2 MARKING NO. BEGINNING END STATION OFFSET STATION OFFSET B1 0 +76 ** 6'LT ** 0 +68 ** 5'RT ** B2 20 +36 33'LT 21 +59 21T B3 21+38 56'LT 21+64 23'LT 84 31 +33 33'LT 31 +35 11 LT B5 31+65 78'LT 32 +05 78'LT B6 32 +61 611T 32 +60 22'LT CROSSWALK SCHEDULE TABLE 3 (MEASUREMENTS TO C OF CROSSWALK) CROSSWALK NO. BEGINNING END STATION OFFSET STATION OFFSET C1 0 +72 281T 0 +38 28'RT C2 20 +31 56'LT 20 +73 2'RT C3 0 +24 301T 0 +69 28'RT C4 21 +24 58'LT 21 +69 1'RT C5 21 +95 15'RT 22 +14 27'RT C6 31+45 66'LT 31+45 3'RT C7 31 +36 70'LT 32 +48 69'LT C8 32 +50 68'LT 32 +51 13'RT PROJECT LIMITS END OD * STATION MEASURED FROM BACK OF ARROW BEGINQF PER DETAIL L ** MEASURED ALONG 43rd STREET 11 A18 STA 31 +83 79'LT y END E STA 28 +62 (n END QF STA 31 +40 m B5 `.. BEGIN 0 .� END E \ \5' 5. �.. A19 1 STA 31 +41 x .... 1 END D All B4 Lu c ......a. JI ". GALLEY R0q0 +6 o FACE OF CURB= 29 +oo EAST VALLEY ROAD - CONSTRUCTION / CONTROL LINE END STATION PER TABLE 1 (MARROW LOCATION DETAIL NTS x END STA END STA 21 +56 BEGIN X2 Am C6 J � Al 4111'1�' I R =54 I 1 STATE R/W STA 32• AND PROJECT BEGIN C LIMITS STA 31 +62 13'RT STA END H BEGIN END U PROJECT LIMITS STA 33 +56 END G STA 31 +42 1'RT BEGIN H r3"�TRAFFIC ISLAND STRIPING BEGIN R =58.5' NTS IZi 9. 282833 ay Z � a c 0 o o ao m n � wo o ova z F0 wjt W o z m c N� o c ay 0 a O 0 o o ao 1 n wo o ova O F0 wjt z o z ONO c N� o c m 3 n ay a O �r n o ao 1 ' N a wo o ova O F0 wjt 1 o "C ONO c N� o O �O g °c n C m Z 4 '>3 a g Z m � � c c Nr a n p L-1 A O n c WA° NHz "a Z O C a w z m z ffi ry J w V l Z Q LLll J tl O� N ZZ Z (/7 o Z C)) L �Q J m Q 2 w 3/8' EXPANSION JOINT 6 1/2" 1" RADIUS CONCRETE SIDEWALK 5 1/2 I NEW CEMENT e CONCRETE ° ° PAVEMENT e e 6 "(EXCEPT AT CURB RAMPS) 3" IF .., ° 5 112" 14, . COLD JOINT ° e e ° a ° d e 4 °... #3 REBAR t EXISTING CSTC I i pub 5 (TO REMAIN) ..._ —I EXISTING SUBGRADE SECTION (TO REMAIN) NTS a« �o v.. LLz _ .20 00 0E � 3< La �_ W U o' a IF EN ME 3/8" EXPANSION JOINT 6" AC PAVEMENT '11 cm RAMP a� 's !? 2" CRUSHED SURFACING o TOP COURSE COLD JOINT T; #3 REBAR x z U J i 0 z 0 En z d z A �/Z_ SAW CUT (TYP) EXISTING CURB AND GUTTER A (TO REMAIN) C4 N��I� SECTION B -B NTS 1 � NON— INTEGRAL CEMENT 3,C5 NTS �/ PLACE 0 28" O.C. #3 REBAR X 32" TOP OF CURB ° COLD JOINT ETE BARRIE 6" AC SHOULDER 9" CEMENT 9" CEMENT - CONC. PVMT. CONC. PVMT. 2" CRUSHED ° �Am SURFACING 4 ` ° TOP COURSE ° ° II! ilia :... > " . EXISTING CSTC (TO REMAIN) SECTION C —C EXISTING SUBGRADE NTS TRANSVERSE — CONSTRUCTION JOINTS EXISTING CATCH BASIN (TO REMAIN) EXISTING INTEGRAL —J CURB AND GUTTER (TO REMAIN) EXISTING CONCRETE SIDEWALK (TO REMAIN) SAWCUT AND REMOVE PORTION OF EXISTING CEMENT CONCRETE SIDEWALK EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE REMOVE PORTION OF EXISTING CONCRETE APRON ASPHALT CONCRETE TO FACE OF EXISTING EXISTING CURB-7 REMOVE PORTION OF PAVEMENT PATCH CATCH BASIN (TO REMAIN) EXISTING APRON TO FACE OF EXISTING CATCH BASIN 2" SMA OVERLAY 4. REMOVE EXISTING ASPHALT CONCRETE EXISTING CATCH BASIN (TO REMAIN) RTION OF CONCRETE APRON PLAN NTS f_ EXISTING AC PVMT. EXISTING CATCH (TO REMAIN) BASIN (TO REMAIN) EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE SECTION A —A NTS REHABILITATION OF EAST VALLEY ROAD DWG N0. AND S'N 43rd STREET C7 SECTIONS AND DETAILS SHEET 7OF10 LANDING SHALL BE P— STPUL —TA -96 (268) WITHIN CROSSWALK Fp fp STATION AND OFFSET TO CONSTRUCTION CONTROL PER TABLE 1 SHEET C3 45 CURB RAMP CONTROL POINT DETAIL C3 NTS \ 12:1 5 -NEW 9" CEMENT CONCRETE PAVEMENT TRANSITION NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL e NEW 10" CEMENT CONCRETE PAVEMENT C -• -'1 R =54' C 6 ASPHALT SHOULDER SAWCUT LINE ASPHALT-/ R =48' r 'l RAMP EXISTING STATE R/W PEDESTRIAN S(G L 5 ASPHALT SIDEWALK AND SHOULDER Crj NTS EXISTING ASPHALT NON- INTEGRAL CEMENT CONCRETE EXISTING INTEGRAL CONC. BARRIER CURB CURB AND GUTTER ASPHALT RAMP 12:1 6" d e I} .ate a d n.eQ e a Tru —7rI a' NEW 9" CEMENT EXISTING SUBGRADE NEW 10" CEMENT CONCRETE PAVEMENT (TO REMAIN) CONCRETE PAVEMENT 6 TRANSITION NON- INTEGRAL CEMENT CONCRETE BARRIER CURB C cj NTS 2" SMA OVERLAY loop U� 4 EXISTING ASPHALT �-��'° CONCRETE PAVEMENT (TO REMAIN) EXISTING CSTC � � � I ASPHALT CONCRETE (TO REMAIN) PAVEMENT PATCH EXISTING SUBGRADE (TO REMAIN) L-2_ 1 ASPHALT CONCRETE PATCH SECTION NTS Rm282834 �5 P - a y z, Z m � Nr a n p L-1 A O n Z O o a D m Z Z* G) Nr a n p W ^ A O O m Z WA° NHz "a Z a C a z m z ffi m O o a D m Z Z* G) Nr A W d 6 a V 1 W ^ A O O pFn 1 WA° NHz "a c N o� O o a D m Z Z* G) ey� S as W c O ai N le 0018 U ao Qo Y Z � C 00 a'> Z U nW Ld a-d U 00 zE E d 71 `m C p om a� i 1g 0 aa °° y W 0 0 z J Z O z 0 N m C5 z LB TYPE 2 48" - REMOVE AND REPLAC REMOVE EXISTING c CURB AND GUTTER (SALVAGE FRAME AND GRATE - REPLACE WITH ROUND LOCKING LID). cc,,:) ^.UT EXISTING 24" CONC. PIPES - GROUT FLUSH WITH INSIDE STA 19 +93 i FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 END NON-INTEGRAL V. E & W 24" CONC. PIPES. MATCH EXISTING INV. ELEV. OF 16.56 CURB. MATCH EXISTING S !"IV. SW 18" CONC. PIPE. MATCH EXISTING INV. ELEV. OF 17.43 0' EXISTING CB BOTTOM ELEV. 18.0. 24" CONC. w EXISTING STRUCTURE IS SADDLED OVER 24" CONC. PIPE. STORM DRAIN �4' --�I SET NEW CB BOTTOM AT ELEV. 15.56 (1' LOWER THAN 24" INVERT). . " BEGIN NON- INTEGRAL p CURB MATCH EXISTING I EXISTING CATCH BASIN. SEE NOTES 924" CONC. AND 10 ON STORM GRAIN SHEET C3 � Q 18 "'" CONC. ... GJ / s SAWCUT EXISTING CURB AND GUTTER (TO REMAIN) CONSTRUCT CEMENT —� CONC. BARRIER CURB AND GUTTER PER COR F -01. REMOVE EXISTING CURB AND GUTTER —�O R =48.5' STORM DR R =45', - 5' MATCH EXISTING CURB AND SIDEWALK ELEVATION EXISTING SIDEWALK (TO REMAIN) — SAWCUT h \ EXISTING DRIVEWAY ACCESS (TO REMAIN) REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C8 SECTIONS AND DETAILS SHEET 8OF10 P— STPUL —TA -96 (268) STA 21+96.6 EXISTING 12" CONCRETE EAST VALLEY ROAD STORM PIPE EXISTING 6" PIPE. ~ PLUG W/ CONCRETE R =1.5' s ,� \�/— REMOVE EXISTING CATCH BASIN 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. CONC. STA 21 +65.48, VRT 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 1E) SIDEWALK DETAIL —S.E. CORNER OF INTE C3 OF 43rd ST. AND EAST VALLEY ROAD NTS CONSTRUCT 4" CEMENT 3/8" EXPANSION JOINT CONC. SIDEWALK 2" CLASS "B„ 6 1/2 ASPHALT 5 1/2" ON 52' EXISTING TRAFFIC SIGNAL (TO REMAIN) R =3.5' STA 21+81.08, 9.8 EAST VALLEY ROAD STA 21 +91.09 Q EAST VALLEY I P R =13' R =59' 2? 4 2 TRAFFIC ISLAND C3 NTS NON- INTEGRAL CEMENT 3/8" EXPANSION JOINT CONC. BARRIER CURB 2" CLASS "B" CEMENT CONCRETE ASPHALT PAVEMENT e T 12' � 6" N dd a d L a a CRUSHED e SURFACING TOP COURSE SAWCUT < �. EXISTING TRAFFIC VAULT TO REMAIN. PROTECT AND ADJUST AS DIRECTED BY ENGINEER. EXISTING CURB AND GUTTER TO REMAIN EXISTING SIDEWALK (TO REMAIN) SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION C3 OF 43rd ST. AND EAST VALLEY ROAD NTS SECTION A —A NTS CRUSHED — SURFACING TOP COURSE EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE R =1.5' (TYP.) UNLESS NOTED OTHERWISE EXISTING EMH (TO REMAIN) L STREET R =2.5' NON- INTEGRAL CEMENT 6 1/2" CONC. BARRIER CURB 5. 12 4" CEMENT CONCRETE SIDEWALK e e 6" 100 .4 a .e 4 �— EXISTING CSTC _ I ( (TO REMAIN) EXISTING SUBGRADE SECTION B —B NTS R- 282835 $ i 0 8 0 m D u 3 O z m 9 z z G) �aO a r j J a J w N o m 0 c/7 Z n Q LL_ (n o� O 00 z J m 2 LLj Qo Y Z � C 00 a'> Z U nW Ld a-d U 00 zE E d 71 `m C p om a� i 1g 0 aa °° y W 0 0 z J Z O z 0 N m C5 z LB TYPE 2 48" - REMOVE AND REPLAC REMOVE EXISTING c CURB AND GUTTER (SALVAGE FRAME AND GRATE - REPLACE WITH ROUND LOCKING LID). cc,,:) ^.UT EXISTING 24" CONC. PIPES - GROUT FLUSH WITH INSIDE STA 19 +93 i FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 END NON-INTEGRAL V. E & W 24" CONC. PIPES. MATCH EXISTING INV. ELEV. OF 16.56 CURB. MATCH EXISTING S !"IV. SW 18" CONC. PIPE. MATCH EXISTING INV. ELEV. OF 17.43 0' EXISTING CB BOTTOM ELEV. 18.0. 24" CONC. w EXISTING STRUCTURE IS SADDLED OVER 24" CONC. PIPE. STORM DRAIN �4' --�I SET NEW CB BOTTOM AT ELEV. 15.56 (1' LOWER THAN 24" INVERT). . " BEGIN NON- INTEGRAL p CURB MATCH EXISTING I EXISTING CATCH BASIN. SEE NOTES 924" CONC. AND 10 ON STORM GRAIN SHEET C3 � Q 18 "'" CONC. ... GJ / s SAWCUT EXISTING CURB AND GUTTER (TO REMAIN) CONSTRUCT CEMENT —� CONC. BARRIER CURB AND GUTTER PER COR F -01. REMOVE EXISTING CURB AND GUTTER —�O R =48.5' STORM DR R =45', - 5' MATCH EXISTING CURB AND SIDEWALK ELEVATION EXISTING SIDEWALK (TO REMAIN) — SAWCUT h \ EXISTING DRIVEWAY ACCESS (TO REMAIN) REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C8 SECTIONS AND DETAILS SHEET 8OF10 P— STPUL —TA -96 (268) STA 21+96.6 EXISTING 12" CONCRETE EAST VALLEY ROAD STORM PIPE EXISTING 6" PIPE. ~ PLUG W/ CONCRETE R =1.5' s ,� \�/— REMOVE EXISTING CATCH BASIN 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. CONC. STA 21 +65.48, VRT 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 1E) SIDEWALK DETAIL —S.E. CORNER OF INTE C3 OF 43rd ST. AND EAST VALLEY ROAD NTS CONSTRUCT 4" CEMENT 3/8" EXPANSION JOINT CONC. SIDEWALK 2" CLASS "B„ 6 1/2 ASPHALT 5 1/2" ON 52' EXISTING TRAFFIC SIGNAL (TO REMAIN) R =3.5' STA 21+81.08, 9.8 EAST VALLEY ROAD STA 21 +91.09 Q EAST VALLEY I P R =13' R =59' 2? 4 2 TRAFFIC ISLAND C3 NTS NON- INTEGRAL CEMENT 3/8" EXPANSION JOINT CONC. BARRIER CURB 2" CLASS "B" CEMENT CONCRETE ASPHALT PAVEMENT e T 12' � 6" N dd a d L a a CRUSHED e SURFACING TOP COURSE SAWCUT < �. EXISTING TRAFFIC VAULT TO REMAIN. PROTECT AND ADJUST AS DIRECTED BY ENGINEER. EXISTING CURB AND GUTTER TO REMAIN EXISTING SIDEWALK (TO REMAIN) SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION C3 OF 43rd ST. AND EAST VALLEY ROAD NTS SECTION A —A NTS CRUSHED — SURFACING TOP COURSE EXISTING CSTC (TO REMAIN) EXISTING SUBGRADE R =1.5' (TYP.) UNLESS NOTED OTHERWISE EXISTING EMH (TO REMAIN) L STREET R =2.5' NON- INTEGRAL CEMENT 6 1/2" CONC. BARRIER CURB 5. 12 4" CEMENT CONCRETE SIDEWALK e e 6" 100 .4 a .e 4 �— EXISTING CSTC _ I ( (TO REMAIN) EXISTING SUBGRADE SECTION B —B NTS R- 282835 $ i Z 8 0 m D u 3 W z m 9 z z G) O 8 0 S° ° D o ��g I p{ w m z z G) �aO a r j I ti� sZ N o m N O D 8 0 a a o ��g I p{ w EEm 3.Z �aO Nyz I ti� N o � 8 0 a �o a o ��g N EEm 3.Z q a a x W G 0 8 g^ c cm c _ W a'a cE 11E a� It a a 8 , 3 x z 3 0 J a 0 m z 0 N z z j I I- Q I I� L41 L42 O0 11', 11' L36 L37 a II h; I t l.. i 10 10' + + 0 0 a Z7 m 10' 10' (TYP. ) LOOP DETECTOR SCHEDULE TABLE 1 MARKING NO. STATION* L1 20 +52 L2 < L3 0 +81 ** a 31 +22 � 31 +22 L5 0 +95 ** w 1+05** L7 21 +47 L8 21+65 } } 21+69 L10 J w 32 +65 23 +38 L12 �J L13 — L14 25 +50 L15 29 +27 L16 29 +27 F- I 29 +93 o 29 +93 NN Q z Z W r� Q d PROJECT O LIMITS Z Z (/7 O p ~Z ~ w Q Fn f Q \ , W .v a° v o \\ O N 00 3� a V U - I DW _ W a'a cE 11E a� It a a 8 , 3 x z 3 0 J a 0 m z 0 N z z j I I- Q I I� L41 L42 O0 11', 11' L36 L37 a II h; I t l.. i 10 10' + + 0 0 a Z7 m 10' 10' (TYP. ) LOOP DETECTOR SCHEDULE TABLE 1 MARKING NO. STATION* L1 20 +52 L2 0 +85 ** L3 0 +81 ** L4 31 +22 0 +89 ** 31 +22 L5 0 +95 ** L6 1+05** L7 21 +47 L8 21+65 L9 21+69 L10 23 +45 L11 32 +65 23 +38 L12 23 +55 L13 25 +46 L14 25 +50 L15 29 +27 L16 29 +27 117 I 29 +93 L18 29 +93 MARKING NO. STATION* 1-19 31 +08 L20 31+08 L21 31+08 L22 31 +22 L23 31 +22 L24 31+22 L25 31+89 L26 31+89 L27 31+89 L28 32 +65 L29 32 +65 L30 32 +65 L31 32 +F2 L32 32 +P" : L33 32 + 2 +6F 2 +6F 0 +91 ` ** L71 Lj6 * STATION MEASURED FROM CENTER OF LOOP DETECTOR TO CONSTRUCTION CONTROL LINE. ** MEASURED TO (� OF 43rd STRE > (w) AFTER STATION INDICATES STATION IS ON SW 43rd STREET WEST OF �v EAST VALLEY ROAD 7 L80 L90 l� r J FACE -OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE MARKING NO. STATION` L37 0+89(w)*: D C L38 0 +81 (W)* I L39 0 +91 w * *j L40 1 +01 (W)*" m L41 2 +51 w *" L42 2 +51 w ** EAST VALLEY ROAD G L1L1 L160 LOOP DETECTORS- INTERSECTION 43rd ST. AND EAST VALLEY ROAD NTS 0114 O L17 OL18 --r- 30+00 L19 0 L22 �.......e......... rr.)r L21 v 6 TYP. O 0 L24 ,... �,31 FACE OF CURB= EAST VALLEY ROAD CONSTRUCTION CONTROL LINE 11?b PROJECT LIMITS DWG N0. REHABILITATION OF EAST VALLEY ROAD C9 AND SW 43rd STREET SHEET SECTIONS AND DETAILS g of 10 P— STPUL —TA -96 (268) -1� UJ I LO ,r+ r- -� L 6 L25 i O 113' f 11' �c) ' - O L28 83' 11'(TYP.) 27'(TYP.) — _ 3200 - -- - 1 I ; 33 +00 LOOP DETECTORS— INTERSECTION 41 st ST. AND EAST VALLEY ROAD NTS 4, LEGEND 0 6' DIA ROUND LOOP DETECTORS EXISTING 6'x6' SQUARE LOOP DETECTOR (TO REMAIN) LOOP DETECTOR NOTES: L #- INDUCTION LOOP VEHICLE DETECTOR PER COR DETAIL JR33 -34 AND SPECIAL PROVISIONS. SEE LOOP DETECTOR SCHEDULE TABLE 1 AND PLAN FOR LOCATION. INDUCTION LOOP DETECTORS SHALL BE RECONNECTED AT SPLICE IN EXISTING J- BOXES. R- 282836 � Z S n D C o Z% D m o ° a N Z c� ego O Z A° m z 07 i m n A z n >y S n D m °o Z% D z o ° a N Z c� ego O Z A° 3 3 07 i m n >y D 0 Nrd�n Z% o ° a N D ego O m A° Nyz c N 00 0 9 a Z% O D m _ G) ti G a T a I s c 0 0 0 J Z Q En Z 0 U w V) 0 0 r� W J W ry N V) CD Z cn 00 ~ Z Q J_ m Q w ry U C �Q c N w 20 E, - i g a L��. n N� " 0 U J as Q 0 9 z 0 Ln 0 z a� ........... ........ . .. ob wz REHABILITATION OF EAST VALLEY ROAD 0 0 0 (~ �z 3 Q 2 0_1 SHEET L) � o �E 10 OF 10 mE 1 c • �� o y m a� U C �Q c N w 20 E, - i g a L��. n N� " 0 U J as Q 0 9 z 0 Ln 0 z I. II I .,•Iir1 << Apo r \I �' • EXISTING ELEVATION FIELD VERIFY / EVR CONSTRUCTION CONTROL LINE r _ 43rd /EVR INTERSECTION FINISH GRADING DETAIL R- 282831 C� Z FR 9 G z ........... ........ . .. DWG N0. ...... REHABILITATION OF EAST VALLEY ROAD C10 AND SW 43rd STREET I + 43rd STREET PROFILE rB + SHEET SECTIONS AND DETAILS N MATCH EXISTING ELEV.- 10 OF 10 5 1 m ELEV. SEE PLAN DETAIL N SUPERELEVATION DIAGRAM N DEMOLITION y y.� > l , e 4.07 . J. I 60 r zz ._i I- . STA 22: 4$ 3:2q : " .... .... '' .._. a 1 I. II I .,•Iir1 << Apo r \I �' • EXISTING ELEVATION FIELD VERIFY / EVR CONSTRUCTION CONTROL LINE r _ 43rd /EVR INTERSECTION FINISH GRADING DETAIL R- 282831 P— STPUL -TA -96 (268) rill C� Z FR 9 G z ........... ........ . .. DWG N0. ...... REHABILITATION OF EAST VALLEY ROAD C10 AND SW 43rd STREET I + 43rd STREET PROFILE rB + SHEET SECTIONS AND DETAILS N MATCH EXISTING ELEV.- 10 OF 10 P— STPUL -TA -96 (268) rill 0 O O O o 0 .. ........... ........ . .. ...... ...... Z .1 .... ......... O .- N t7 -t to (D n' I + 43rd STREET PROFILE rB + N MATCH EXISTING ELEV.- ,`7 N - CONTRACTOR TO FIELD FOR FINISHED GRADE Q rQ SURVEY PRIOR TO m ELEV. SEE PLAN DETAIL N SUPERELEVATION DIAGRAM N DEMOLITION y y.� > l , e 4.07 . 60 �>w0 zz ._i I- . STA 22: 4$ 3:2q : " .... .... '' .._. a 1 BEGIN TRANSYTION .. o o 3.0% r r, TRAJSITION; :. :.: END w:ZE .I < ........ et y N I �c 2.0% w EYR rt 50 E- V) i, ( z .. o w bore n w 1.0% .. ... ... ........�i . .. .. '.. 0.0% -._ SLOPE. .. —1.0% .._ I (0w ......... ....... I. SLOPE ......... ......... .........i......... ...... EF= 1% . —2.0% :SLOPES BC 2 5% ...: ..... SLOPE CD "2 5% E SLOPE. DECD ;= 3 ......... 40 O n � � -- ------ .. 1 1. . Ot:VC ' ... ..... ...... .... a Q ETNTRANS-PION, ��::I:::::::: " .:..... STA 2s +48.. :::: BE 'IN TRANS[ .. ...... ........: :.......: *1:. .:..: :........ ........: 20 +00 22 +00 24 +00 26 +00 28 +00 30 +00 32 +00 34 +00 36 +00 m 1.50 VC ......... ........: 0 30 _; _ 1. N m 20 _._:.__. N .. ..,.. ... ......... m n ± ..:: .....: " . I. 1 10 ".__. (LUJ O L :::::::.: ..... ......... ......... ......... ......... :: ......... : ......... ::::::::: ......... .— 0 O O O o 0 O 0 O O .- N t7 -t to (D n' I + 43rd STREET PROFILE rB + N MATCH EXISTING ELEV.- ,`7 N - CONTRACTOR TO FIELD FOR FINISHED GRADE Q rQ SURVEY PRIOR TO m ELEV. SEE PLAN DETAIL N SUPERELEVATION DIAGRAM N DEMOLITION y y.� > l , e 4.07 SLOPE EF STA 22: 4$ 3:2q : " .... .... '' a 1 BEGIN TRANSYTION .. o o 3.0% r r, TRAJSITION; :. :.: END 1 z .. .. .. y N I �c 2.0% .I ... - Y .. I SCOPE b>= 1 5 1.0% .. ... ... ........�i . .. .. '.. 0.0% -._ SLOPE. .. —1.0% .._ I ......... ....... I. SLOPE ......... ......... .........i......... ...... EF= 1% . —2.0% :SLOPES BC 2 5% ...: ..... SLOPE CD "2 5% E SLOPE. DECD ;= 3 ......... O n —3.0% -- ------ _° QQ ' ... ..... ...... .... a Q ETNTRANS-PION, " " .:..... STA 2s +48.. :::: BE 'IN TRANS[ .... ... -4.0% 20 +00 22 +00 24 +00 26 +00 28 +00 30 +00 32 +00 34 +00 36 +00 L' I I 1 1 i J OR LA INTERCHANGE / wee Oer`orY fx/aw POT s'fq /0 +86.7 /Mont /2" Gole Vr / ✓e /MJ.+M7% I I Sfa 9'• TO I f � 6 "CL Tee /M7,FLJ I � 5 %ro "M!!O. Nyd ant Asscm. I , 1 160, FPT Sfq 3186.7 /Mon) EAST S!a 6 45 /2 ",6 "C/ Tee /✓OTE= /20 LE 20" OD. -5*e/ /, I% ` M/U // /6rcEoes,SJ CosriJq /o Ge bored under {he FreCwoy ram/• %ne eonfrrrc%r " // the not L/rgh- W,7' dent. s :r�eci�i�o>`ions or bor'i,rg os shown in the �ermif. O _Lr051` 0 71 tiwy > 29' ljrM.ca/ �qr of/ Hpdronf% � LL'' Cfo 3 +25 �Yi' 5%y "MVO. yydrgnt Assem. /✓07E' %he water line shot/ be tested and gppro✓ed of the Cify of Rentcri \ \ inspector before Connected {o eristinq wale, Fno/ comrn elioo kr// be done of C {y Fcrce_r of {he \ G<uC /O� S EGJJPn<C l � q Q arc 00 /2 "slob /or C Frees fo \ � `- make Ibe Fino/ cannec {ioo. S'forl /oyino p;oe of fhe "� a�. �� Same e/e'vofron and 9rode ,y ,� \� as eeisf. slob. \ /nsfo// o temp. F /o9 and e 2" E/cw oFF ossem fr Be9(n Project Sto 0166 — lesflno oF:f/a r»dirJ• 9fo 0148 Exirtiny NOTES 22Sf; 0130 Exsh�9 /r posed Gos Ld>e we 5',/ f � in fo_r/ !n//ejr f/w!: Htdo t Ar <cm A// in"lo 110110n a/ p e, // /"/,?,7s, ✓o/vesono hydmn s S-ho // be inslo / %d 10 city ef' .5'enton 2fonda d �seof �ohbns Nydronts con be od >usted 5' -° la stofion rolled oed r{ any rhsfoffofion di/{ecu /lies occur For /orC{er adj✓ctmq torso // wi fh fhe C//y of Renton Enginee,inq Oe/�or /men/, q// 12" 6ofe !/o /✓es sbc // be installed in !ro/ve C /�ombrrs and hove n 2" By pgss. -see S'{dcr�zr/ DefaiL 2 boom' Rasfs Sbo // be insfolled W lb each HVdront nrrr�rafians /'o. s'hodcd o. coo indic'o !�� !'1/1111/1 roouc�mt'nf �e i✓a1e1G�e 9 /a // be rnsfo / %d with 9' -6" Ca✓Pr , %nv' ✓oiiofioq ro /his deP'.5 Shan ba q/J/>mved � /hc c fy o/ fwn /nn, E ,/Jr�cliioq N:o/ Ts{ ha /es shall be doq prior fo fonrinicf�br9 fo ✓er(/y rxocf o'cnth o{ eers / >i�q ofi /'lies fo be C'rorsed by {unne /inq or bar' /r>�. R- 282839 NO. REVISION Sy /2 -/0 -68 v v v \\0 30 "gI I bl I WI ' I I' I' l I� �I ml , II 31 I' �I I I I• 'o t 'F I Jo' 9 of rosi,.q. II � za' h �. \ III I (I ,y0 5' so go• FrcirJ.F �'ol/iccfo 9s buiYf {eb /7- 6 9 �n� CITY OF RENTON ENGINEERING DEPARTMENT W — 304 L.I.D. 260 EAST VALLEY HWY. -SIGNED 6- fa -68 DATE FILE NO LAWN iEOKED • O SOALF "` ��' FlRO eoo�Lwa` DATE I APPROVED SHEET OF 3 AP.-?s -, m1 7 -2 —/3 c C Z Z 3 = 33 8 a 3 O y C' o ° as DC n m "Fn m , n N m D 8 a D O y C' o ° as DC n "Fn 1 „z N G (7 N -3 O 21 z c z D D Nz m m m D 8 a D O y C' w z as 1 "Fn 1 „z N (7 N -3 O 8 a O °o D z ci I I F: l ", ! 4, LiU1L i .r e CITY q:F RENTON ENGINEERING DEPARTMENT S W� ` 43rd ST from ''E. VALLEY. HWY. fo. ", . LIND `-AVE S 46pYNkb aC .c.il�`M1� 25 19� pra dw;�VN�ni�1 � F717TT A.6:}� f"I v CFSOflL 9 7 P- '� 3 8 L-;"" r a O F: l ", ! 4, LiU1L i .r e CITY q:F RENTON ENGINEERING DEPARTMENT S W� ` 43rd ST from ''E. VALLEY. HWY. fo. ", . 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