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SW WING WALL
rA
S-3
SEWER LINE
2'—O" f AT HORIZ q PILE
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A
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® /I I / ® 10 11 12 14 16 18 20 22
1 /
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SPRINGBROOK
CREEK
SEWER LINE
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A
S-3 OPP HAND /
SE WING WALL
SE'
EL
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0
0
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rn
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cn
TYP rA
S-3
24 26 28 30 32 34 / 36
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07 09 11 13 15 17 19 21 [2-3]25 27 29 31 33 35 37
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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"
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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