The URL can be used to link to this page

Home My WebLink AboutTRO4103430.34EXISTING BNSF BRIDGE COLUMN SEE BRIDGE CLEARANCE DETAIL, SHEET 26 0 N N 0 J J Q 0 LO Q0 0 x Cn 0 0 / z Ln w 0 / > a 2" BARK MULCH, SEE LANDSCAPE PLANS 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS - WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 cn VARIES, SEE WALL 4 J >- PROFILE SHEET 31 �I ROADWAY MATERIAL VARIES, SEE TYPICAL SECTIONS PLANTER VARIES 8' FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 • ►\��i��i31110 !.��1 �i-r. MOMS WN wo �1/.�/"��.,fib►®®.�/��'��.��i��1.s��J.% INSTALL 6" - 4" CSBC PERFORATED WALL DRAIN PIPE 7, 4,> EXISTING BNSF BRIDGE COLUMN CAP 4" CEMENT CONCRETE SIDEWALK WALL 4 ALIGNMENT AND PROFILE 4" CSBC REFERENCE POINT, SEE SHEET 31 / CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONIC CLASS 4000 FOR RETAINING WALL_ EXISTING GROUND GRAVEL BORROW FOR WALL BACKFILL BACK OF WALK .:< ALIGNMENT AND PROFILE Cn REFERENCE POINT, VARIES, SEE WALL 4 CONSTRUCT TEMPORARY SHORING SEE SHEET 32 PROFILE, SHEET 31 STAPLE CURB, TO MINIMIZE CONSTRUCTION SEE DETAIL, SHEET 24 4'4" EXCAVATION 2' 12" WIDE GRAVEL BACKFILL FOR DRAINS , CONSTRUCT REINFORCED CONCRETE RETAINING �i WALL PER STRUCTURAL DETAILS, SHT 36 CONC. CLASS 4000 FOR RETAINING WALL 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 REVISION DESCRIPTION ALTERNATE SECTION 1 WALL 4, STA 31+74.94 TO STA 31+82.82 & STA 32+07.83 TO STA 32+10.94 NTS BY I APP.I DATE COMPACTED SUBGRADE SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DWALL01.dwg 12" RESEVOIR COURSE PER SPECIAL PROVISIONS 10" CEMENT CONCRETE ROADWAY PANELS PER ALIGNMENT DETAILS, SHEET 92 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON -WOVEN - DECORATIVE WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 C, EXISTING GROUND VARIES, SEE WALL 4 PROFILE, SHEET 31 Q KPG 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma; WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com ROADWAY MATERIAL VARIES, SEE TYPICAL SECTIONS 4" CSBC DECORATIVE STAMPED CONCRETE PA BID DOCUMENTS I 4" CSBC STAMPED 54 i\ VARIES FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 4" CEMEN CONCRETE SIDEWALK BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 is CAP CSBC HIGH DENSITY POLYSTYRENE CONSTRUCT 6" PERFORATED WALL DRAIN PIPE CONCRETE PAVEMENT -� 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 CONSTRUCT 6" PERFORATED ENT WALL DRAIN PIPE 7'4" CONCRETE WALL TYPICAL SECTION C-C WALL 4, STA 32+38.57 TO 32+73.17 -� NTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: PROTECTION PANEL EXISTING BNSF BRIDGE PILE CAP, APPROX. EL. 17.3' �- CONSTRUCT INTEGRAL CUURB PER DETAIL, SHEET 24 BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 GRAVEL BORROW FOR WALL BACKFILL "go] IMIN 12M11dr&lNlI 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 CONIC CLASS 4500 FOR RETAINING WALL COMPACTED SUBGRADE RAINIER. AVENUE S (SR 167) S G RA DY WAY TO S 2N D ST REINFORCED CONCRETE WALL. DETAILS T-343034 CAP CSBC HIGH DENSITY POLYSTYRENE CONSTRUCT 6" PERFORATED WALL DRAIN PIPE CONCRETE PAVEMENT -� 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 CONSTRUCT 6" PERFORATED ENT WALL DRAIN PIPE 7'4" CONCRETE WALL TYPICAL SECTION C-C WALL 4, STA 32+38.57 TO 32+73.17 -� NTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: PROTECTION PANEL EXISTING BNSF BRIDGE PILE CAP, APPROX. EL. 17.3' �- CONSTRUCT INTEGRAL CUURB PER DETAIL, SHEET 24 BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 GRAVEL BORROW FOR WALL BACKFILL "go] IMIN 12M11dr&lNlI 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 CONIC CLASS 4500 FOR RETAINING WALL COMPACTED SUBGRADE RAINIER. AVENUE S (SR 167) S G RA DY WAY TO S 2N D ST REINFORCED CONCRETE WALL. DETAILS T-343034 34' DRAWING NO. PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011. SHEET NO. 34 OF 304