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HomeMy WebLinkAboutR-374905LO O Z 0 I 0 POSTG POST 12 0 TYP I POST I PASPOST Q POST 3 z Z u 3 m 36'-0" O.C. I ` z a SEE DUMM', 1/2" PREMOLDED 3/4" CHAMFER 12'-0" O.C. 12'-0" O.C. JOINT DET IL I n JOINT FILLER -o o Z '1 ^ GROUND LINE 2 BEHIND CURB 0 N ; FOUNDATION O TOP OF L- SIDEWALK r SO OF y J�L J�l I I I IDIEWALItQ J-- #4 REINFORCEMENT mQII$N P 1 AP EO EQ COM. iu 3" #4 STIRRUP - 8 EQ SPA 3° C591 -1E I O m AP DUMMY 11'-0' 6' DO 7'-6' I o C ® V-6" MAX = 1 V-6' (9)JOINT, TYP TYPICAL REINFORCEMENT Q TYPICAL END SECTION 12' O.C. EXPANSION JOINT $ ' GZ': a 36.0' O.C. Z U IN COMPLIANCE WITH CITY OF RENTON NOTES #4 REINF. x C STANDARDS2'-0" CENTERED 5 s- 1. ALL CURB FOUNDATION REINFORCEMENT SHALL HAVE AN 1 1/2" CLEAR UNLESS NOTED EXPANSION JOINT DETAIL 3 BY: --Date: �s�► WALL ELEVATION OTHERWISE. _ SCALE: N.T.S. I z a BY: Dare: _ SCALE: 1" = 4'-0" 2. ALL CURB FOUNDATION CONCRETE SHALL HAVE A STRENGTH OF 4 KSI. �J a � � IBY: Dare: 3. ALL CURB FOUNDATION REINFORCEMENT LAP SPLICES SHALL BE 2'-0" MIN. 9" 6" 9" BY: Dare: ROW 6' 6" 1 6" #4 BAR (TYP) I 1' SLOPE CLASS 4000 CONCRETE #4 BAR AT 24 -OC o o EASEMENT CL 'DR" LINE PER WSDOT STD SPEC 2 CE 'B' LINE SECTION 6-02 Q 1 m oo p 11'-0° _ M 2'-0" 1'-6"+ 0' - 5'-0" 6'-0" 2 -0" t4'- v o v o0 ' r t PLANTER t SIDEWALK SETBACK /—NEW T o I I MATCH EXIST--\ ------------------ '8' LINE 11'-0" LINE \,�Y- L1,_0" n SECTION SCALE: 1" = 4'-0" �J STA "B" 588+55 TO STA "B" 592+20 STA "B" 592+74 TO STA "B" 593+20 ' EXCEPT AT END SECTIONS 4'-0" 2'-0' V-6" 6'-0" PLANING SIDEWALK GIU7TER I SAWCUT UNE - 1.5% — — SEE TRENCH f'. {• DETAIL 4 �I 3 I I I I I C591 -1E C591 1 E t 4'-3 1/2" t FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 4i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 100 REVISION DRAINAGE GUTTER SCALE: N.T.S. V-6" 1'-6" Ct "DR" LINE WALL FOUNDATION E SAWCUT/ MATCH EXIST GRADE - I z HMA MATCH EXISTING ASPHALT . o - THICKNESS 3" CSBC MIN (TYP) GEOTEXTILE FOR SEPARATION NEW TRENCH BACKFILL MATERIAL PER WSOOT STD. SPEC. 9-03.19 MPLA PS SPECIFIED n DUMMY JOINT DETAIL SCALE: N.T.S. J4 NEW FENCE POST WALL FOUNDATION #4 REINFORCEMENT, TYP O as ym GG) O X z - EXISTING °z 1 o C) = �C)� O �4 !l BUILDING �n W v d 3 y+ z y I' I J SEE BENDING I DIAGRAM ry T I CONSTRUCTION NOTES P I B 2 1/2' HMA CL & INCH PG 61-22 O � SAWCUT UNE SAWCUT LINE COMPACTED DEPTH (WEARING COURSE) i Ti MATCH EXIST 2.D% 1.5% O 3 1/2' FT HMA CL 1( INCH PG 64-22 d ----------------- ------------------ — _ — _ — — COMPACTED DEPTH (LEVEW NG COURSE) m — O 4* THK CRUCHED SURFACING TOP COURSE li_ 1 4 OL 2 5 O 4' THK CEMENT CONCRETE SIDEWALK N N 2' THK CRUSHED SURFACING TOP COURSE © CEMENT CONCRETE CURB AND GUTTER SECTION a SCALE: 1" 3'-0" 7O a' TDP SOIL TYPE c rn _ = STA "B" 592+20 TO 592+74 ® 4' CSBC L t FEDAID: - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 4i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 100 REVISION DRAINAGE GUTTER SCALE: N.T.S. V-6" 1'-6" Ct "DR" LINE WALL FOUNDATION E SAWCUT/ MATCH EXIST GRADE - I z HMA MATCH EXISTING ASPHALT . o - THICKNESS 3" CSBC MIN (TYP) GEOTEXTILE FOR SEPARATION NEW TRENCH BACKFILL MATERIAL PER WSOOT STD. SPEC. 9-03.19 MPLA PS SPECIFIED n DUMMY JOINT DETAIL SCALE: N.T.S. J4 NEW FENCE POST WALL FOUNDATION #4 REINFORCEMENT, TYP O as ym GG) O X z °z 1 o C) = �C)� O �4 • W v d 3 y+ z y #4 STIRRUP J SEE BENDING DIAGRAM P a" NOTES 1. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. IF TRENCH SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. #4 STIRRUP 0 0 Asi- GRAVEL BACKFILL FORPIPE ZONE BEDDING 2" CSBC BAR BENDING DIAGRAM oo SCALE: 1" = 1'-0" 3'-0' WALL DETAIL �- R-374905 SCALE: 1" = 1'-0" � TRENCH DETAIL SCALE: 1 = 7'-0" xnia19m 9/8/14 AS SHOWN BOEING COMMERCIAL AIRPLANES GROUP aa� BEE ® JCR tBOE//VG °XE H°' DATUM PTIf HOf IXpI ME E 1 ROADWAY SECTIONS AND DETAIL GN -5 BY DATE APPR .wrimrAPP 5 a. 1 Com' O ° ym GG) r z °z 1 o C) = �C)� O z m_ 1 W v d 3 y+ z y O GG)