The URL can be used to link to this page

Home My WebLink AboutR-365735w 1.9 a] 0 E F G m J 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 A PORTION OF SW 14, NW 14 SEC. 19, TWP. 23 N., RGE. 5 E., W.M. 1 1/4' CRUSHED SURFACING CITY OF RENTON, KING COUNTY, WASHINGTON BASE COURSE CONFORMING TO NOTES: WIDTH - SEE PLANS WSDOT 9-03(9)3 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. R1/2" (TYP.) ASPHALT CONCRETE PAVEMENT, 2. ALL ASPHALT BASE COURSES INCLUDING HMA CLASS 1/2' PG 64-22 PER SUBGRADE AND BASE MATERIAL) SHALL BE WSDOT 9-03.8(6) AND 5-04 iv COMPACTED TO 95% MAXIMUM DRY DENSITY TACK COATPERASTMD-1557. IF COMPACTION IS NOT MET, EXCAVATE AND REPLACE WITH 6'GRAVEL BASE 4-02. GRAVEL a BASES SHALL BE PER INCREAS DT AS REQUIRED ASPHALT \ 4 • \ \\/\ r TO ACHIEVE A FIRMRM AND UNYIELDINGCONCRETE SUBGRADE. \ /\ ` e h \\j CONCRETE SIDEWALK000003. ASPHALT CONCRETE PAVEMENT SHALL BE ,\ \ r CRUSHD SURFACING TOP w COMPACTED TO AT LEAST 92% OF THE RICE COURSE PER WSDOT 9-03.9(3) 0 0 0 4. CONTRACTOR MAY SUBMIT SUBGRADE ATB CRUSHED SURFACING TOP g" COURSE PER WSDOT OPTIONS FOR REWEW PER ON -SETT 9.03.9(3) COMPACT SUBGRADE GEOTECH ENGINEERS RECOMMENDATIONS. TO 95% OF MAXIMUM GEOTEJOILE FABRIC DRY nENsrrr STABILIZED WMWE GRANULAR FILL SUBBASE ASPHALT PAVEMENT -STANDARD DUTY n INTEGRAL CURB n 4 1 r_ • SCALE: NTS 2 CONCRETE, PER WSDOT 8-14 Y CRUSHED SURFACING TO COURSE PER WSDOT '' 9-03.9(3) e. •• a hm. 1. DEPTHS SHOWN ARE COMPACTED THICKNESS. 2. SUBBASE SHALL BE COMPACTED TO AT LEAST 95% MAX DRY DENSITY. ON-SITE CONCRETE SIDEWALK SCALE: NTS MATCH SLOPE OF ROADWAY CEMENT CONCRETE CURB PER WSDOT 8-04 1?1 0.4' Lj 0t V-6' CURB AND GUTTER n T SCALE: NES TACK COAT PAVEMENT SECTION PER PLANS SCALE: NTS 1/2,. •.Itis vJ r r r r ERnua'" C ///i//i /i PER PLAN ee D e CEMENT CONCRETE v/- CURB PER WSDOT 8-04 ADJACENT TO LANDSCAPE VERTICAL CURB SCALE: NTS 3/8' SAWED OR HAND TOOLED KERF CEMENT ONCRETE SIDEWALK e 4" MIN. CONCRETE FLARED SIDE - NOTE: CURB AND GUTTER TO BE POURED SEPARATE FROM ADA RAMP TYP..SPECIFICATIONS\i IiIBACKOFCURB50 6.61 25 CUNIT SIZE 1 1 1 I FRONT OF CURB rwWHEREz M=(9 - OF 4 AVAILABLE IN 9 STANDARD ROLL SIZES 1 SHOWN ON PLANSF1•MMMMMMM • ' PSI 3/8' EXPANSION JOINT, .. Qj1..j Qj1Qj.1j1Q .Ij STRENGTH FULL DEPTH . j,j.i.j.j ,i, it DETECTABLE, RAMP, 12H:1V MAX SLOPE, FULL 1 rte. Ij ij ii ij i. :` '`GRASSFAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOWI111BELOW RING jL it •s r RINGS FILLED WITH CONCRETE1 CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL•II BASE 1/2- EXPANSION JOINT,• J ,y• 1-• J it f. MODIFIED PROCTOR DENSITY FULL DEPTH If – 6 INCHES COMPACTED 1 SECTION 1• / \ ••I\ 6 MMACCESSIBLECURBRAMPWITHFLARESABOVETOPOFRING i• WSDOT STANDARD PLAN 1 1 n i i ib LANDSCAPING, REFER BACK OF CURB n —&EMB TO FILL TO LANDSCAPING PLANS ffl11• ,,,—FRONT OF CURB 3d.:...-0c•tl.v::.::.n41 it SANDY GRAVEL COURSEPLANTINGINFO. -N ENLARGEMENT BASE r NOTE -1 LANDSCAPE PLANS FOR - CEMENT SIDEWALK • CONCRETE... • • • VARIES REFER TYPICAL GRASSPAVE2 DETAIL MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING Li Q NK01 Q. 6 SIDE 5' MAX. w (6'H DO OC BOLLARD L 7 1 SCALE: NTS _ SEAL WITH AN APPROVED SEALANT. A BOND BREAKING MATERIAL IS TO BE PROVIDED BETWEEN THE JOINT FILLER ANDSEAL PROVIDE EXPANSION JOINT 10MM EXPANSION WHERE PAVEMENT ADJOINS BUILDING, CURB, OR OTHER JOINT (TYP•) STRUCTURE JOIM FILLER SEE PAVEMENT) SECTION ON-SITE SIDEWALK EXPANSION JOINT Date Plotted: 4/18/2013 12:13:07 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C601-02 By: SCALE: NTS TO PIAN 2 t CHOOSE THIS PRODUCT FOR REWORDING GRASS •rumG SMACES NhsibTle SCALE SCALE: NTS L 1 1/4" CRUSHED SURFACING by: Date: _ BASE COURSE CONFORMING TO 1600 Jackson St., Ste. 310 T WSDOT 9-03(9)3 by: NOTES: Structures Inc. GPDET.DWGt GOLDEN, COLORADO 80401 1. DEPTHS INDICATED ARE COMPACTED ASPHALT CONCRETE PAVEMENTTHICKNESS. 7• DETECTABLE WARNING PATTERN HMA CLASS 1/2' PG 64-22 Pb;R 800-233-1510 OR 303-233-8383 2. ALL ASPHALT BASE COURSES INCLUDING WSDOT 9-03.8(6) AND 5-04 SUBGRADE AND BASE MATERIAL) SHALL BE FAX: 800-233-1522 OR 303-233-828 wwwQctures.co170/05 m COMPACTED TO 95% MAXIMUM DRY DENSITY LQ r W PER ASTM D-1557. IF COMPACTION IS NOT MET, EXCAVATE AND REPLACE WITH 0 6"GRAVEL BASE PER WSDOT 4-02. GRAVEL rev. BASE SHALT. BE INCREASED AS REQUIRED wACCESSIBLECURBRAMP TO ACHIEVE A FIRM AND UNYIELDING 0 0 0 0 o SUBGRADE. Z Z S PER WSDOT STANDARD PLAN F-40.16-01 tw 3. ASPHALT CONCRETE PAVEMENT SHALL BE 1 O w COMPACTED TO AT LEAST 92% OF THE RICE 0 0 0 o DENSITY. 4. CONTRACTOR MAY SUBMIT SUBGRADE ATB RAMP, 12H:1V MAX SLOPE, OPTIONS FOR REVIEW PER ON-SITE GEOTECH ENGINEERS RECOMMENDATIONS. SCALE; NTS 6'H) GEOTEXBLE FABRIC STABILIZED SUBGRADE li GRANULAR FILL SUBBASE ASPHALT PAVEMENT - HEAVY DUTY SCALE: NTS 2 CONCRETE, PER WSDOT 8-14 Y CRUSHED SURFACING TO COURSE PER WSDOT '' 9-03.9(3) e. •• a hm. 1. DEPTHS SHOWN ARE COMPACTED THICKNESS. 2. SUBBASE SHALL BE COMPACTED TO AT LEAST 95% MAX DRY DENSITY. ON-SITE CONCRETE SIDEWALK SCALE: NTS MATCH SLOPE OF ROADWAY CEMENT CONCRETE CURB PER WSDOT 8-04 1?1 0.4' Lj 0t V-6' CURB AND GUTTER n T SCALE: NES TACK COAT PAVEMENT SECTION PER PLANS SCALE: NTS 1/2,. •.Itis vJ r r r r ERnua'" C ///i//i /i PER PLAN ee D e CEMENT CONCRETE v/- CURB PER WSDOT 8-04 ADJACENT TO LANDSCAPE VERTICAL CURB SCALE: NTS 3/8' SAWED OR HAND TOOLED KERF CEMENT ONCRETE SIDEWALK e 4" MIN. CONCRETE FLARED SIDE - NOTE: CURB AND GUTTER TO BE POURED SEPARATE FROM ADA RAMP TYP..SPECIFICATIONS\i IiIBACKOFCURB50 6.61 25 CUNIT SIZE 1 1 1 I FRONT OF CURB rwWHEREz M=(9 - OF 4 AVAILABLE IN 9 STANDARD ROLL SIZES 1 SHOWN ON PLANSF1•MMMMMMM • ' PSI 3/8' EXPANSION JOINT, .. Qj1..j Qj1Qj.1j1Q .Ij STRENGTH FULL DEPTH . j,j.i.j.j ,i, it DETECTABLE, RAMP, 12H:1V MAX SLOPE, FULL 1 rte. Ij ij ii ij i. :` '`GRASSFAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOWI111BELOW RING jL it •s r RINGS FILLED WITH CONCRETE1 CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL•II BASE 1/2- EXPANSION JOINT,• J ,y• 1-• J it f. MODIFIED PROCTOR DENSITY FULL DEPTH If – 6 INCHES COMPACTED 1 SECTION 1• / \ ••I\ 6 MMACCESSIBLECURBRAMPWITHFLARESABOVETOPOFRING i• WSDOT STANDARD PLAN 1 1 n i i ib LANDSCAPING, REFER BACK OF CURB n —&EMB TO FILL TO LANDSCAPING PLANS ffl11• ,,,—FRONT OF CURB 3d.:...-0c•tl.v::.::.n41 it SANDY GRAVEL COURSEPLANTINGINFO. -N ENLARGEMENT BASE r NOTE -1 LANDSCAPE PLANS FOR - CEMENT SIDEWALK • CONCRETE... • • • VARIES REFER TYPICAL GRASSPAVE2 DETAIL MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING Li Q NK01 Q. 6 SIDE 5' MAX. w (6'H DO OC BOLLARD L 7 1 SCALE: NTS _ SEAL WITH AN APPROVED SEALANT. A BOND BREAKING MATERIAL IS TO BE PROVIDED BETWEEN THE JOINT FILLER ANDSEAL PROVIDE EXPANSION JOINT 10MM EXPANSION WHERE PAVEMENT ADJOINS BUILDING, CURB, OR OTHER JOINT (TYP•) STRUCTURE JOIM FILLER SEE PAVEMENT) SECTION ON-SITE SIDEWALK EXPANSION JOINT Date Plotted: 4/18/2013 12:13:07 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C601-02 By: SCALE: NTS TO PIAN 2 t CHOOSE THIS PRODUCT FOR REWORDING GRASS •rumG SMACES NhsibTle SCALE T l__ CITY OF RENTON by: Date: _ by: 1600 Jackson St., Ste. 310 T Date: _ by: RAMP, 12H:1V MAX SLOPE, Structures Inc. GPDET.DWGt GOLDEN, COLORADO 80401 N W 7• DETECTABLE WARNING PATTERN 800-233-1510 OR 303-233-8383 FULL WIDTH OF SIDEWALK FAX: 800-233-1522 OR 303-233-828 wwwQctures.co170/05 m N LQ r W rev. w wACCESSIBLECURBRAMPGRASSPAVE2DETAIL0 Z Z S PER WSDOT STANDARD PLAN F-40.16-01 1 O w p SIDEWALK ORAMP, 12H:1V MAX SLOPE, SCALE; NTS 6'H) UP DETECTABLE WARNING PATTERN FULL WIDTH OF SIDEWALK 4.5' li QMAINTAINFULLCURBHEIGHTDWHEREADJACENTTOLANDSCAPINGQ MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING E2 1 FLUSH WITH ROADWAY I SURFACE DEPRESSED SIDEWALK PER WSDOT STANDARD PIAN F-40.12-01 ADA CURB RAMP SCALE: NTS CITY OF RENTON by: Date: _ by: Date: _ by: Date: _ by: Date: _ N LQ r W Z Z S WALK w p SIDEWALK 3000 6'H) UP li UP w 0 1.5' 1.5' 1.5' OQ 0 0 z K0_ Q K ANDING LEVEL VARIES " 7' I, I, 11TH PARKING LOT MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING E2 1 FLUSH WITH ROADWAY I SURFACE DEPRESSED SIDEWALK PER WSDOT STANDARD PIAN F-40.12-01 ADA CURB RAMP SECTION A CURB CUT R-365135 SCALE: NTS OMAN. .Ml/JFR DESIGN GGED: IUFR 2-4' RIVER ROCK NN ON PLANS. REVIEWED: .JG onre o.os.lz acRnxo. 'NP cADO TLE: 1477 6 1-0 An SHEET TIRE SITE AND SURFACING 11 DETAILS Know wbats below. Call before you I ffi3: 12- S7 S 0-`b 3 s7 Q BCM SHEET 06.01 PERMIT SET O y y0 z0z> za mh O q a ' a0 W nM v` a SCALE: NTS CITY OF RENTON by: Date: _ by: Date: _ by: Date: _ by: Date: _ SECTION A CURB CUT R-365135 SCALE: NTS OMAN. .Ml/JFR DESIGN GGED: IUFR 2-4' RIVER ROCK NN ON PLANS. REVIEWED: .JG onre o.os.lz acRnxo. 'NP cADO TLE: 1477 6 1-0 An SHEET TIRE SITE AND SURFACING 11 DETAILS Know wbats below. Call before you I ffi3: 12- S7 S 0-`b 3 s7 Q BCM SHEET 06.01 PERMIT SET O y y0 z0z> za mh O q a ' a0 W nM v` a LU 0 0 N LQ r W Z Z S 3000 0 1.5' 1.5' 1.5' OQ 0 0 z K0_ Q K SECTION A CURB CUT R-365135 SCALE: NTS OMAN. .Ml/JFR DESIGN GGED: IUFR 2-4' RIVER ROCK NN ON PLANS. REVIEWED: .JG onre o.os.lz acRnxo. 'NP cADO TLE: 1477 6 1-0 An SHEET TIRE SITE AND SURFACING 11 DETAILS Know wbats below. Call before you I ffi3: 12- S7 S 0-`b 3 s7 Q BCM SHEET 06.01 PERMIT SET O y y0 z0z> za mh O q a ' a0 W nM v` a