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HomeMy WebLinkAboutSWP2702707.7� CD I � N Z � 0 v W w Z CL Q g Ld �- Z W O (n �LLI E_ = U LW (n N :z ,Ld W 0 F- LLI a In � Of � Ix W U a Ua Of U) W o a.� � v o� a r � M-r,••1 c � �c 00 0E 3� Q U W � cl- � \` a' a c �E a —C \ E o'N alI a � a_ a x �il m Ir (V U) M N 0 co 0 0 Q 0 0 Q N `v 0 a� 0 c� z 0 > UU (A SW WING WALL rA S-3 SEWER LINE 2'—O" f AT HORIZ q PILE I I A �r - ® /I I / ® 10 11 12 14 16 18 20 22 1 / I SPRINGBROOK CREEK SEWER LINE I A S-3 OPP HAND / SE WING WALL SE' EL 0 0 0 H N 00 so rn 0 cn TYP rA S-3 24 26 28 30 32 34 / 36 f-j 07 09 11 13 15 17 19 21 [2-3]25 27 29 31 33 35 37 I I / WIDTH OF CULVERT SECTIONS TO BE DETERMINED BY CULVERT SUPPLIER, IS REQUIRED TO BE 0)-0" to 5' AND 10' "� I I 2'—O"f SEWER LINE AT HORIZ � PILE FOOTING PLAN SCALE: 1 /8"=1'-0" z 0 V) W 0 3—SIDED BOX CULVERT INSTALLATION NOTES 00 1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3-SIDED BOX CULVERT 0 IN ACCORDANCE WITH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS. 0 L,J 2. BOX CULVERT INSTALLATION INCLUDES: V) - LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS. V) - FIELD WELDING PLATE CONNECTORS AT DECK JOINT. - GROUTING DECK, WALL, AND FOOTING JOINTS WITH NON -SHRINK GROUT. o zo -I /--1JO,' PROFILE SCALE: 1 /8"=1'-0" rn 0 N --7,- NW WING WALL _� BOX CULVERT CULVERT SEGMENTS JOINTS (ABOVE) WING WALLS NOT SHOWN EL 7-of)7.4 7 B S-3 I 0 M PILES B OPP HAND S-3 PILES --- NE WING WALL SHEET PILE WING WALL, TYP 14 UII1 a I GGL PIPE PILE, TYP EL -47.0, TYP ESTIMATED EL -42.0 MINIMUM '�G ••'L 'C BOO �!1� 32507 `�lo Grsr�4, •g� �d L LAND P gs 11/1IECG FINISHED GRADE PILE NOTES: 1. PILES SHALL BE 12.75"ODx3/8" MIN PIPE WALL THICKNESS 2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2. 3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN, WHICHEVER IS GREATER. 4. PILES SHALL BE CONCRETE/CDF FILLED. SEE DETAIL 3, DWG S-2. 5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION WELD WITH A BACKING RING. 6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE, 3/4" MIN THICKNESS. PILE NO. I STATION ODD NO. PILES 1 0+1.5 3 0+6.5 5 0+11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 7-35 -- LOCATED A 5 FT SPACING 37 0+90.0 EVEN NO. PILES 2 0+6.9 4 0+11.0 6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL SEWER LINE CASING PRIOR TO DRIVING PILE. 8-36 -- LOCATED A 5 FT SPACING 38 0+95.3 0 4116 2 7r�,; 7 r;P II'�t-11 1E CHANGES NOTED ON THIS SHEET ARE ETERMINED FROM AN AS -BUILT SURVEY ?RFORMED BY ME ON OCTOBER 26. 1999. GRAPHIC SCALE: 1 0 5 10 Dill i i I i I I i i i I 1 /4" = 1'-0" 5 0 5 10 15 20 CALL 48 HOURS BEFORE YOU DIG 7 I��1849 1-800-424-5555 tONAt NAL " 2't-Rat 5 EXPIRES: 12-04-00 EXPIRES 8— 24— O C FiE /a-/3 ,. /`J -? 7-0 70 -7 SCANNED id►aQ 3 0 2000