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HomeMy WebLinkAboutSWP2703440.6qt It Cr3 ti N u4r A7r A7 N164485.88 . El 3DD282.20 SOLDIER PILE WALL SCALE: 1 "=5' SOLDIER PILE SCHEDULE PILE N0. PILE SIZE BOTTOM ELEVATION (FT) O TOP FIEVATION (F1') TOTAL LE NGTH (FT) MIN PILE SHAFT OIA (IN) Oj 12X79 125.0 149.7 24.7 18 O2 12X79 125.0 152.3 27.3 18 O 12X79 125.0 154.8 29.8 18 D 12X79 125.0 157.3 32.3 18 O5 12X79 125.0 159.8 34.8 18 6 12X79 125.0 162.1) 37.0 18 7O 12X79 125.1) 163.3 38.3 18 8 12X79 125.1) 165.0 40.0 18 O9 12X79 125.0 163.4 38.4 18 10 12X79 125.0 162.8 37.8 iB 11 12X79 125.0 165.0 40.1) 18 12 12X79 125.0 163.9 38.9 18 13 12X79 125.0 162.1 37.1 18 14 12X79 125.0 158.1 33.1 18 15 12(79 125.0 155.2 30.2 18 16 12X74 725.0 152.4 27.4 18 17 12X79 125.0 149.0 24.0 18 -SOLDIER PILE, TYP OF 17 C4. o� 1 100% SUBMiTTi 0 100% SUBmf T, NO. REVISION �=ffim CONCRETEPIPE W6X20 TEMPORARY BRACE BRACE OUTLINE PIPE EL 158.0CED BRACE 1/4 r, MAIN EXIST CM 'y ,Ail IL_ __A1 I /'mBERLAGQNGT T S3 17 i6 15 14 13RAgNGO� " TRIM PILES TO TOP OF WALL f'l Y EAST SIDE WALL 2 LOCATIONS ONS ONLY SOLDIER PILE T T T T 110 9 B �76 ELEVATION SOLDIER PILE WALL, TEMPORARY CONSTRUCTION CONDITION SCALE: 1•=5, END WALL EL 164.0 EL 163.0 n n TOP WALERI I i i i i n I PIPE BRACE I I 11A& C I I I I II ��T W,,,� -- APPROX EXISTING GROUND LINE W6X2D TEMPORARY BRACE Q CtTOP WALER EL 159.50 W18X143 BOTTOM O � WALER rCONCRETE FACING OUTLINE C C WEST SIDE WALL n C C. BOTTOM WALER EL 151.50 b b am ri NOTES: 1. SEE DWG S2 FOR GENERAL AND KEYED NOTES. 0 IL 0 7 II I I �s I n EXIST CMP � � I I7I 1 aI I � I ° iII I�.... . ....... .. ... II II II EL,wo �I II 1� II u u L'i n n n n n n n n n Y �SIXDIFR FIE � fACNGy y y 7 tiU En D ELEVATION SOLDIER PILE WALL, FINAL CONOITION SCALE: 1 "=5' AS SHOWN ►1d" "�"`` ""° ,'` "" %� C I TY OF ac wcH ! RENTON a nu suc Planning/Building/Public Works Dept uff" �1[ AL�iiY n EL 146.0 A. �� II EL 138.0 y y EL 125.0 5 2.5 D 5 1 D 1 "=5'-0" IT Scale Feet r CARR ROAD - PANTHER CREEK EMERGENCY CULVERT REPAIR PROJECT STRUCTURAL PLAN AND SECTIONS IDI-131414 8/19/08 POM S1 ' 6 'a 01016 m 0 �d 1 �m 1 � O