Loading...
HomeMy WebLinkAboutTED4001782.49TOP OF 5TEEL MEMBER.-",I� J CONOCRET�ENiENT EXIST GRADE j COMMON EXCAVATION � / ' / I I /7 / II 7H 15 PORTION TO 5E EXCAVATED, TH E N BACKF I lLE D PILE 5PL.ICE 1 III SEE DETAIL 9 (� (A5 REQUI RED 54 FOR PILE LENGTH'S EXCEEDING 40) Iff 51' 51 3" LS1 LI FTI NG HOLE CLA55 'A' EXCAVATION 05 REBAR ELEVA7)ON - PI LE I N I71,4LLY SUPERIOR REPROGRAPHICS ELF-VA71ON PLAN 53 DETAI L - PAN E L 54 SCALE: 1/211 : 11- 011 nCI ICC _CGE I CONCRETE FACE IJ ELEV. AT FRONT FACE OF WALL CONCRETE FACE SHALL EXTEND DOWN TO TOP OF ENCA5EMENT CONCRETE. \-5 T IFFENER BEAM SEE DETAIL 4 54 54 -BATTER SLOPE :1*5 REBAR EMBEDDED TO HEIGHT OF BOTTOM PANELS ""ION NO. STATE FWeRAL AID ►ROJWT NO. SHEET No. 10 WASH. B f2 M — 12 $ 8 (2 ) I- 4-U5-3 635 FUTURE FINISH GRADE (N.I.C.) 83W10� NOTES: 1, ALL PANELS LOCATED 12'-0" OR MORE BELOW FUTURE FINISH GRADE, USE 8"" PANEL., 2. FOR OTHER PANELS WHICH WILL BE LOCATED 12'-Q" OR LESS BELOW FUTURE FINISH GRADE, PANEL' THICKNESS MAY BE REDUCED TO 611. 3. AT C©NTRACTOW5 OPTION, FOR PANELS LOCATED 4'-0" OR LESS BELOW FUTURE FINISH GRADE, PANELS MAY BE FURTHER REDUCED TO 5" THICKNESS. 4, FOR PANEL DIMENSIONS AND REINFORCING, SEE SECTION A 5. WALL. ERECTION SEQUENCE: SEE SPECIAL PROVISIONS OF SPECIFICATIONS. 6. PILE TOLERANCE: SEE SPECIAL PROVISIONS OF 5PECIFICATiON5. 7. PILES TO BE BATTERED AT A SLOPE OF 1 IN 100. 1/4u ELEVATION - PI LE AFTER EXCAVATION 9" FOR PILE DESIGNATION "A". N N N 4 4 x 1/4��'IDTr! -6/411 X 5i, STUD WELDED TO L . TYP. e 5OT70M 2" I.D. CLEAR PANELS ONLY O PVC PIPE - EACH END. w LOCATE AT 4ENTER C)F NEL LENGTH DRAIN MODULES �5ACKFACE ONLY �FRONTFACE. L IMP -\I % ED RELIEF LIN ROE ND TEMPORARY LAGG I NG - C SEE SECTION 43 X 2'-011 W ELD TO 5LEEVE VARIES - SEE NOTES 1, 2,3 7 54 DETAIL_ - RELIEF 54 NT5 1y2 1V2" CLEAR E. F. PANEL SETTI N G VARI E5 2 u 2u FACF ETE itFi __1 jj 'ice EXTEND TO 3 SQ.STAI NLE55 IONCASEMENT 54 STEEL SCREEN CONIC. - 5EE DET. a E PDX I E D ONTO CONIC. MESH OPENING SHALL BE 1/511 5Q. M I N. , 1/4115Q. MAX.. 44 S 12 # 4 IS 12 I.F �4"" x 24 X 5'-0" LONG NEOPRENE BEARING 5TR1 P GLUED ON B=0m OF EACH PANEL. NOTE- RAISED RELIEF NOT NECESSARY ON PANELS BELOW GRADE. SECT ION SCALE : 11/2" = 1 "-O" — + 4 @ Co O. R FOR 8" AND ro" PAN EL5. 4 e G ON FOR _ 5'" PANELS. 2-#5 SEE 2 05 REBAR 14 EA. FOR 48"" PIA. 5EE TABLE TH I5 SHEET FOR PILE CONC. FACE to IN 7 11 EA, FOR 3F11 DIA, SIZE AND CONIC. ENCASEMENT MIN_ SQ.MESH WIRE W 8 EA, FOR 30" DIA. DIAMETER. CLOTH 5/4 "' MESH, 1Co GA. TS 3X2x3/16 X LENGTH D TEEL WIRE FULL HEIGHT EQUAL TO PANEL z STEEL PI LE OF CONC, FACE -N `-� TH ICKNES5 ti U" o x I 5H EAR 5TU05 IS G" (.C.= _ 1/4x 2" N EOPRENE 3/ „� x 3�' STUp I G 5ET PAD ARI NG BOVE 6' 0C. STEEL PILE AND BELOW 5LEE\/E- ✓ EMBEDMENT r - LENGTH ON L`f 5a. M E5H W I RE CL07 H 5/41k MESH 1Co GA. STEEL WAE_ 54 DETAI L 8 54 DETAI L B 54 SECT ION 54 NTS 54 NTS 1545CALE: 1 "= 1'-0'" WELDED WIRE FABRIC LAGGING EXPOSED MINIMUM DEPTH STEEL (FT.) R EQ' D. (W W F) 14 TO 18 4X2 W10X W20 2 LAYERS 12 TO 14 4X2 W9 X W18 2 LAYERS 10 TO 12 4X2 W8XW16 2 LAYERS 8 To 10 4 X 2 W16 X W30 1 LAYER 6 TO 8 4 X 2 W 14 X W 28 1 LAYE R 4 TO 6 4X2 W11 X W22 1 LAYER 0 To 4 4X2 W8 x W16 1 LAYER SOLDIER PILE SCHEDULE PILE. DF-51GNA71ON MEMBER 51ZE AUGERED HOLE SIZE EMBEDMENT LENGTH FUTURE FINAL WALL HEIGHT A W33x 201 48 39" 22' B W 21 x 147 C W 18 * 119 5G 32' 14" D W 1rc X 100 3Cc 31 ' 12, E D.o 50" 28' 10 ' F D.O. 50" G W 21 K 147 48 3S' 1 Cb" H W1<o X 100 50`" LAGGING SHALL BE PLACED SO THAT HEAVIER REBAR 15 IN THE HORIZONTAL DIRECTION. F� E F G� H PI LE DESIGNATION S �F B Q �D W16 F-- O i c� +'I C8x13.5 + i (TYP.) 3/4° BOLTS (TYP) cc PANEL 0 } PLAN ~ II F- U' 3/411 BOLTS �,,�"�I 5CAL.E: 1/4°= 1'-011 —SHIMS C8 X 13.5 5CITTO M PANEL L'S M5EDDED\X - -- -- -- II -�GALVI SH I M TO LEVEL ��� '` 3/4" BOLT I'' N '--W21X147 W18X,119 ��—W21X147 W33X201 L CS X 13.5 CS X 13.5 C8 X 13.5 BEVELED WASHER(TYP.) I I iI Ij L 3'""xY1/4 E SECTION F 54 SECTION G 54 SECTION H 54 5ECTION X 4 - WELD TO NT5 NT5 � NTS NTS ENCASEMENT I II STEEL_ PILE CONC BETE PERMANENT LAGGING 2-#5 X 7'-0" DOWELS 2 DETAI L. 3 54 DETAI L 54 SCALE: 1 " = 1'-O'" g4 SCALE' 1/21' - 11-011 STA 29toc> To 29-t�g PANEL e.� aBREAK AWAti` ENCASEMENT CAP DET rp S4 CONC. FACE 2_-*5 1y �� �� c.ca"NQ. wZ �LANN -TS SLEEVE IN PANEL 4'" ea. GAL\. PLATE o , GALV. 5/4"` W LT PILE t — - _ Z' TYP. i BREAW. AWAY VARIE5 -0111 a`� 2 0 s4 DETAI L - CAP 54 SCALE :1 = 1 -0 4 54 DETAIL.- STIFFENING BEAMS 54 NOTE: 5TIFFENING 5EAM5 SHALL BE CONTINUOUS FOR A MINIMUM OF TWO PILE SPACES. SHEAR STUD SEE SECT. G5 C. P. 5ACKFI LL BEH I N Q T F= t/g o to a8 PANEI S 5HALL PSE # 5 REBAR = 45 o DRAINAGE BACKFILL STEEL WIDE FLANGE GFOTEXTIL E FABRIC '—CONC. ENCASEMENT FI LTER LAGGING WWF LAGGING AS 9 54 DETAIL- PILE SPLICE (7YP) 54 SECTION DESIGNATED IN TABLE 54 C 54 SCALE' 11/2"- 1"_011 URS COMPANY RECORD DRAWING Consulting Engineers and Analysts Seattle, Washington ENCASEMENT CONC. ABC V E FINISH GRADE a 11/�' MIN. WIRE CLOTH OVER FLANGE PANEL 2 - 3/4`� 3' SHEAR 5TU05 IS 6O.C. �i SECTION '1 SCALE : 11"= 1 �-O CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S.W. GRADY WAY BRIDGE REPLACEMENT SOLDIER PILE RETAINING WALL CROSS -SECTIONS a DETAILS DESIGNED L JO DATE APR I L , 1982 FILE NO. DRAWN Ww- " REV15ED PER REcoND Da MISIA 9' 1') 3. 1(0� $7 CHECKED 5. K. SCALE AS SHOWN FIELD BOOK PAGE_ NO. REVISION I BY �APPR. DATE APPROVED SHEET 54 ,oF 6__ DIRECTOR OF PUBLIC WORKS MAR 9 S 49P /7/z 0xv