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Home My WebLink AboutT-343034A 0 N M 3 0 3 0 cn i w i o+ �3 0 i N w 0 i 0 .o z C) F— z w U w C) O i 2" BARK MULCH, SEE LANDSCAPE PLANS 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS - WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 a a VARIES, SEE WALL 4 PROFILE, SHEET 31 ROADWAY MATERIAL VARIES, SEE TYPICAL SECTIONS PLANTER VARIES 8' FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 INSTALL 6" \ — 4" CSBC PERFORATED WALL DRAIN PIPE 7'4" DECORATIVE STAMPED CONCRETE PAVEMENT CONCRETE WALL TYPICAL SECTION A -A WALL 4, STA 30 +79.43 TO 31 +74.94 & 32 +10.94 TO 32 +38.57 NTS CONSTRUCT ADDITIONAL WALL FOOTING WIDTH TO MATCH ADJACENT SECTION B —B WALL FOOTING, THIS SHEET AND CEMENT CONCRETE ROADWAY PANELS, SHEET 92 SEE STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL 'I. 0 ALTERNATE SECTION 1 WALL 4, STA 31 +74.94 TO STA 31 +82.82 & STA 32 +07.83 TO STA 32 +10.94 NTS GRAVEL BORROW FOR WALL BACKFILL EXISTING BNSF BRIDGE COLUMN SEE BRIDGE CLEARANCE DETAIL, SHEET 26 EXISTING BNSF BRIDGE COLUMN CAP FURNISH AND INSTALL 4" CEMENT CONCRETE SIDEWALK WALL 4 ALIGNMENT AND PROFILE PEDESTRIAN HANDRAIL BACK OF WALK 4" CSBC REFERENCE POINT, SEE SHEET 31 PER DETAIL, SHEET 25 ALIGNMENT AND PROFILE VARIES REFERENCE POINT, SEE SHEET 32 CONSTRUCT REINFORCED CONCRETE RETAINING 4" CEMENT / WALL PER STRUCTURAL DETAILS, SHT 36 CONCRETE SIDEWALK �-- CONIC CLASS 4000 FOR RETAINING WALL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS EXISTING GROUND BACK OF WALK ALIGNMENT AND PROFILE n REFERENCE POINT, VARIES, SEE WALL 4 SEE SHEET 32 J PROFILE, SHEET 31 STAPLE CURB, CL SEE DETAIL, SHEET 24 4'4" 2' CSBC 3 HIGH DENSITY POLYSTYRENE CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC. CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE 12" RESEVOIR COURSE PER SPECIAL PROVISIONS 10" CEMENT CONCRETE ROADWAY PANELS PER ALIGNMENT DETAILS, SHEET 92 J 4" CSBC CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON —WOVEN DECORATIVE STAMPED WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 v EXISTING GROUND VARIES, SEE WALL 4 PROFILE, SHEET 31 d- 2 it EXISTING BNSF BRIDGE SLOPE PROTECTION PANEL 'Z' / / /\ /\ %4\ j \ % //� EXISTING BNSF BRIDGE \ PILE CAP, APPROX. EL. 17.3' — CONSTRUCT 6" PERFORATED PAVEMENT WALL DRAIN PIPE COMPACTED SUBGRADE CONCRETE WALL TYPICAL SECTION B -B WALL 4, STA 31 +82.82 TO 32 +07.83 NTS 7'4" FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 4" CEMENT CONCRETE SIDEWALK 4" CSBC ROADWAY MATRIAL VARIES, SEE TYPICAL SECTIONS 4" CSBC CONSTRUCT 6" PERFORATED DECORATIVE STAMPED CONCRETE PA MENT WALL DRAIN PIPE 7'4" CONCRETE WALL TYPICAL SECTION C -C WALL 4, STA 32 +38.57 TO 32 +73.17 NTS CONSTRUCT INTEGRAL CURB PER DETAIL, SHEET 24 BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 t GRAVEL BORROW FOR WALL BACKFILL COMPACTED SUBGRADE GRAVEL BORROW FOR WALL BACKFILL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS �— CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE T- 343034 GIq rr -tar SURVEYED: KPG < RAINIER AVENUES SR 167 DRAWING NO. 34 y06F'4� wn Co�9d DRAWN BV: JLF IMIP� BID ,� CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECTNO. TED403430 o DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department y CHECK BY: NM Seal6e, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. -C NOV 011 �7F 2I S �Qa (206) 286.1640 APPROVED FOR CONSTRUCTION DATE: OV 2011 �$ PROJMGR: JF (253)627 -oi29 REINFORCED CONCRETE WALL DETAILS NUMBER REVISION DESCRIPTION BY APP. DATE '�amnl. tip' FILE: 0655DWALL01.dwg wwwkpgeam BY:�! DATEV "lZ.. SHEET NO. 34 OF 304 'S z �y n a O J ' p n F-k { 'p o W N 2' PLANTER VARIES 8' FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 INSTALL 6" \ — 4" CSBC PERFORATED WALL DRAIN PIPE 7'4" DECORATIVE STAMPED CONCRETE PAVEMENT CONCRETE WALL TYPICAL SECTION A -A WALL 4, STA 30 +79.43 TO 31 +74.94 & 32 +10.94 TO 32 +38.57 NTS CONSTRUCT ADDITIONAL WALL FOOTING WIDTH TO MATCH ADJACENT SECTION B —B WALL FOOTING, THIS SHEET AND CEMENT CONCRETE ROADWAY PANELS, SHEET 92 SEE STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL 'I. 0 ALTERNATE SECTION 1 WALL 4, STA 31 +74.94 TO STA 31 +82.82 & STA 32 +07.83 TO STA 32 +10.94 NTS GRAVEL BORROW FOR WALL BACKFILL EXISTING BNSF BRIDGE COLUMN SEE BRIDGE CLEARANCE DETAIL, SHEET 26 EXISTING BNSF BRIDGE COLUMN CAP FURNISH AND INSTALL 4" CEMENT CONCRETE SIDEWALK WALL 4 ALIGNMENT AND PROFILE PEDESTRIAN HANDRAIL BACK OF WALK 4" CSBC REFERENCE POINT, SEE SHEET 31 PER DETAIL, SHEET 25 ALIGNMENT AND PROFILE VARIES REFERENCE POINT, SEE SHEET 32 CONSTRUCT REINFORCED CONCRETE RETAINING 4" CEMENT / WALL PER STRUCTURAL DETAILS, SHT 36 CONCRETE SIDEWALK �-- CONIC CLASS 4000 FOR RETAINING WALL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS EXISTING GROUND BACK OF WALK ALIGNMENT AND PROFILE n REFERENCE POINT, VARIES, SEE WALL 4 SEE SHEET 32 J PROFILE, SHEET 31 STAPLE CURB, CL SEE DETAIL, SHEET 24 4'4" 2' CSBC 3 HIGH DENSITY POLYSTYRENE CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC. CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE 12" RESEVOIR COURSE PER SPECIAL PROVISIONS 10" CEMENT CONCRETE ROADWAY PANELS PER ALIGNMENT DETAILS, SHEET 92 J 4" CSBC CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON —WOVEN DECORATIVE STAMPED WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 v EXISTING GROUND VARIES, SEE WALL 4 PROFILE, SHEET 31 d- 2 it EXISTING BNSF BRIDGE SLOPE PROTECTION PANEL 'Z' / / /\ /\ %4\ j \ % //� EXISTING BNSF BRIDGE \ PILE CAP, APPROX. EL. 17.3' — CONSTRUCT 6" PERFORATED PAVEMENT WALL DRAIN PIPE COMPACTED SUBGRADE CONCRETE WALL TYPICAL SECTION B -B WALL 4, STA 31 +82.82 TO 32 +07.83 NTS 7'4" FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 4" CEMENT CONCRETE SIDEWALK 4" CSBC ROADWAY MATRIAL VARIES, SEE TYPICAL SECTIONS 4" CSBC CONSTRUCT 6" PERFORATED DECORATIVE STAMPED CONCRETE PA MENT WALL DRAIN PIPE 7'4" CONCRETE WALL TYPICAL SECTION C -C WALL 4, STA 32 +38.57 TO 32 +73.17 NTS CONSTRUCT INTEGRAL CURB PER DETAIL, SHEET 24 BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 t GRAVEL BORROW FOR WALL BACKFILL COMPACTED SUBGRADE GRAVEL BORROW FOR WALL BACKFILL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS �— CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE T- 343034 GIq rr -tar SURVEYED: KPG < RAINIER AVENUES SR 167 DRAWING NO. 34 y06F'4� wn Co�9d DRAWN BV: JLF IMIP� BID ,� CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECTNO. TED403430 o DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department y CHECK BY: NM Seal6e, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. -C NOV 011 �7F 2I S �Qa (206) 286.1640 APPROVED FOR CONSTRUCTION DATE: OV 2011 �$ PROJMGR: JF (253)627 -oi29 REINFORCED CONCRETE WALL DETAILS NUMBER REVISION DESCRIPTION BY APP. DATE '�amnl. tip' FILE: 0655DWALL01.dwg wwwkpgeam BY:�! DATEV "lZ.. SHEET NO. 34 OF 304 'S z �y n a O J ' p n F-k { 'p o W N