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Home My WebLink AboutR-3847129R a 6 co Z CO C U r 0 f� 3.5" ASPHALT - (2) LIFTS n 8" COMPACTED DEPTH CRUSHED SURFACING TOOLJOINT 40 BASE COURSE (I 1/4")00 HI 20 e. 000 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 - MAX. DRY DENSITY PER SOILS Is ENGINEER RECOMMENDATIONS. �^ �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom I . X. 0 8. BIKE RACKS/� I Y D °p° p0 THICKENED x °pmo 0p 0 0 � catNEW 0° o o CONCRETE0 PAVEMENTp0 I/4'tgWrtryryle op Do d° EDGE (TYP.) USE PREMOUDED o p00o o06 m r 0 f� 3.5" ASPHALT - (2) LIFTS n 8" COMPACTED DEPTH CRUSHED SURFACING TOOLJOINT 40 BASE COURSE (I 1/4")00 HI 20 e. 000 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 - MAX. DRY DENSITY PER SOILS a ENGINEER RECOMMENDATIONS. �^ Ip 0 °0 0 po 4.5" ASPHALI'' PLACED IN (2) LIFTS 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (1 1/41 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. TYPICAL PAVEMENT SECTION E N.T.S. REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, O2014 WN FOR PAVEMENT AND SUBGRA. PREPARATION AND GEODESIGN REPS. PAVEMENT DATED SHOWN HERE FOR REFERENCE ONLY. REFERENCE ENT SECT INC.ENL. REPORT ADDENDUM DATED FEBRUARY 3, 2015 FOR ALTERNATE LIGHT DITTY PAVEMENT SECTION (3" ADEAC/12*P PARA ALLOWED ADJACENT TO POROUS PAVEMENT FOR CONVENIENCE OF UNIFORM SUBGRADE PREPARATION. 4' CEMENT CONCRETE — 4" COMPACTED SURFACING OP COURSE COMPACTED SUBGRADE TO MAX. DRY DENSITY 25 SLOPE D, A A' DETAIL 91A91 11' n " TOOLJOINT O E.J. DETAIL "B" =10' SIDEWALK/PLAZA SCORING/JOINT DETAILS NOT TO SCALE PAVEMENT WIDTH iklu I1 i \lam CONTRACTOR SHALL COORDINATE THE SELECTION OF ON-SITE PRIVATE CURBS WITH THE OWNER AND ENGINEER. CURBS SHALL BE AS SHOWN ON EITHER DETAIL 9. CEMENT CONCRETE VERTICAL CURBS AND/OR DETAIL 8 CEMENT CONCRETE VERTICAL CURB C2.1. CONTRACTOR SHALL PROVIDE A UNIT COST FOR CEMENT CONCRETE VERTICAL CURBS AND CEMENT CONCRETE VERTICAL CURBS WITHIN THE BID PROPOSAL g ° opo CONC. CURB W/ LIGHT BROOM O op p° p O o000 p FINISH A o U- 5 1/2" TOOLED EXPANSION JOINT TJ 0 0 0 o o SIDEWALK WITH LIGHT BROOM FINISH CONCRETE SIDEWALK DETAIL N.T.S. REFERENCE GEOTECHI ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND SUBGRADE PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. STANDARD DUTY 6" CEMENT CONCRETE — 10' COMPACTED AGGREGATE BASE 12" STRUCTURAL FILL (NATIVE L IMPORTED) COMPACTED TO 955 MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS 6x6 42 LEI. WELDED WIRE FABRIC REINFORCEMENT HEAVY EXr Y 7' CEMENT CONCRETE 10" COMPACTED AGGREGATE BASE 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 MAX. DRY DE14SV PER SOILS ENGINEER RECOMMENDATIONS. RIGID CONCRETE PAVING SECTION V N.T.S. (APPROVED FOR TRASH ENCLOSURE PAD)(APPROVED FOR TRASH ENCLOSURE PAD) REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2. 2014 FOR PAVEMENT AND SUBGRADE PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. SEE SHEET S 501 FOR CONSTRUCTION JOINTS 1/2" PADIUS TOOLED OF WALK (TYP.) SIDEWALK SECTION AS PER DETAIL 2 SHEET C2.1 <a o z\ - `SUBBASE b 4° c .T rcr3o" 0. NOTE: COORDINATEEXPANSION a � m 7biNR S WITH SIDEWALKS 6 CONCRETE CURB (AT STORE FRONT SIDEWALK) NOT TO SCALE CONIC. CURB W/ LIGHT BROOM FINISH TOOLED EXPANSION JOINT CURB5 1/2 SIDEWALK WITH LIGHT BROOM FINISH 4' NEW PAVEMENT o 5' BPH CONCRETE SIDEWALK SEE PLANS ^'� ry ° - 0 IIIIIIIIIIIII FLUSH CURB DETAIL NOT TO SCALE ASPHALT PAVING - " TOOLJOINT RADIUS IS 1/8"(TYP) EXCEPT O CURBS WHERE TYPE PER PIANS HI 20 e. 1/4 2" 2' CONTRACTION JOINT 1020" "" J HIQO] a I"R �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom TO DIM. DEPTH . X. 0 8. BIKE RACKS/� 8 ° °O Y D °p° p0 THICKENED BUTT CONST. JOINT W/ °pmo 0p 0 0 � catNEW 0° o o CONCRETE0 PAVEMENTp0 I/4'tgWrtryryle op Do d° EDGE (TYP.) USE PREMOUDED o p00o o06 NOTE: SEEGRAOMG PUN FOR FINISH PAVEMENT GRADE COMPACTED SUBCRAOE (TYPICAL) REFER TO SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. OINTEGRAL CURB AT SIDEWALK NOi TO SCALE R ALTERNATE CURB PROFILES MAYBE SUBMITTED FOR REVIEW AND APPROVAL EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB (PRIVATE ONSITE) O NOT TO SCALE CBA3R CONCRETE VERTICAL CUB AND GUTTER NOTE: 1. SLOPE GUTTER TO MATCH SLOPE OF ADJACENT PAVEMENT, 2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. MAX. OCURB AND GUTTER NOT TO SCALE AS -BUILT IKEA PROPERTY INC .1 5. Cqv 420 ALAN WOOD ROAD AS-BWLT DATED: 12-15-2017 AS CONSHOHOCKEN. PA 19428 ASNOTE: �((CA( DI CHECKED FOR `� 0 Nay CONTACT: DWIGHT E. %ATON THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 TO CITY STA DAFDB CONSTRUCTION MANAGER CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM m P; (610) 834-0180; au 303-6179-4827 CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Approved by. Dole / E: D Trr TMOKEe RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 0017. A BENCHMARK, FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved by: Dote 27 O ,Q, EBCdNFFR BEFORE YOU DIG HE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRWA E WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD f '0 C/ TEREGa�t`1 18221517 2NO AVENUE SOUTH KENT, Z WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approved by. Dote NA( EN' Aq WA 90032 811 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) Approved b .ro DMe CONTACT: JAY GRUBS. PE (425)251-6222 SIDEWALK JOINT DETAILS TO SCALE " TOOLJOINT RADIUS IS 1/8"(TYP) EXCEPT O CURBS WHERE 1 /8Ti HI RADIUS IS 1/2' 1/4 2" 2' CONTRACTION JOINT 1020" "" J HIQO] a SAW CONC. OR TOOL JOINT �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom TO DIM. DEPTH BIKE RACKS/� Y D DER COATED. CONSTRUCTION JOINT BUTT CONST. JOINT W/ exnream ruk.Ia CSJ 1/8" RADIUS (TYP.) 2 2" EXPANSION JOINT I/4'tgWrtryryle EJ mo,mWg ppuaanE USE PREMOUDED EXPANSION JOINT FILLER SIDEWALK JOINT DETAILS TO SCALE BIKE RACK DETAIL LT NOT TO SCALE ('ROLLING RACK BRPNO, OR APPROVED EQUAL) CITY OF RENTON �G"AV� DEPARTMENT OF PUBLIC WORKS mQ FZ CML ONSITE DETAILS IKEA REDEVELOPMENT, RENTON, WA. - = oEs� cpe DATE 6/I 1/2015 Ia.ENo. U15001266 01 P% DAWN GXrYNG ENG\NES CI£q(® JSG SCALE N/A FBD BOOK PAC£_ ^^DREGIUR OF mfien WmKs C2.1 p42 R-3847129 04 N 41- w CL z m O W U m " Square. Flznge moun[on9 Note Fol A HI IuveaL 0 Rack 1&Me 1020" "" Park Bike HIQO] a Bean cache : sma"sOkdiws �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom BIKE RACKS/� Y D DER COATED. INSTALL AS PER exnream ruk.Ia MANUFACTURES INSTRUCTIONS oomeJmaoxaeae; agagv IKta06'x&Ea I/4'tgWrtryryle mo,mWg ppuaanE BIKE RACK DETAIL LT NOT TO SCALE ('ROLLING RACK BRPNO, OR APPROVED EQUAL) CITY OF RENTON �G"AV� DEPARTMENT OF PUBLIC WORKS mQ FZ CML ONSITE DETAILS IKEA REDEVELOPMENT, RENTON, WA. - = oEs� cpe DATE 6/I 1/2015 Ia.ENo. U15001266 01 P% DAWN GXrYNG ENG\NES CI£q(® JSG SCALE N/A FBD BOOK PAC£_ ^^DREGIUR OF mfien WmKs C2.1 p42 R-3847129 04 N 41- w CL z m O W U m