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CULVERT SEGMENTS
JOINTS (ABOVE)
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DTH OF CULVERT SECTIONS S
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SUPPLIER IS REQUIRED TO BE M
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SCALE: 1/8'=l'-O'
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PRECAST BOX CULVERT
----------- — - - - - - --
S -2 WANG WALLS
NOT SHOWN
SEWER LINE - - -- - - - --
EL 7,7- 1 I EL 4-44
U12"DIA STEEL
PROFILE PIPE PILE, TYP
SCALE: 1/8 " =1' -0" EL -47.0, TYP (ESTIMATED)
EL -42.0 MINIMUM
3 -SIDED BOX CULVERT INSTALLA110N NOTES
1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3 -SIDED BOX CULVERT
IN ACCORDANCE NTH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS
REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS.
2. BOX CULVERT INSTALLATION INCLUDES:
-LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS.
- FIELD WELDING PLATE CONNECTORS AT DECK JOINT.
- GROUTING DECK; WALL. AND FOOTING JOINTS WITH NON- SHRINK GROUT.
X$MR —z 7 —1 ,207
FINISHED GRADE
SECTION A
SCALE: 1/4' =1' -0" —
PILE NOTES:
1. PILES SHALL BE 12.75'ODx3/8" MIN PIPE WALL THICKNESS
2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2.
3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY
OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN,
WHICHEVER IS GREATER.
4. PILES SHALL BE CONCRETE /CDF FILLED. SEE DETAIL 3, DWG S -2.
5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION
WELD WITH A BACKING RING.
6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE,
3/4" MIN THICKNESS.
PILE N0. I STATION
ODD NO. PILES
1 0+1.5
3 0 +6.5
5 0 +11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL
SEWER LINE CASING PRIOR TO DRIVING PILE.
7-35 -- LOCATED O 5 FT SPACING
37 0 +90.0
EVEN NO. PILES
2 0 +6.9
4 0 +11.0
6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL
SEWER LINE CASING PRIOR TO DRIVING PILE.
8 -36 -- LOCATED O 5 IT SPACING
38 0 +95.3
�,sl$
,o
o4'AL LA 199
6xp 1111100
THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER ?6,1999.
GRAPHIC SCALE:
1 0 5 10
1/4" = l' -0"
5 0 5 10 15 20
1/8" = l' -0"
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424-5555
orreL ,ormL 5 zi_ga
E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O
/d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 /
U12"DIA STEEL
PROFILE PIPE PILE, TYP
SCALE: 1/8 " =1' -0" EL -47.0, TYP (ESTIMATED)
EL -42.0 MINIMUM
3 -SIDED BOX CULVERT INSTALLA110N NOTES
1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3 -SIDED BOX CULVERT
IN ACCORDANCE NTH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS
REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS.
2. BOX CULVERT INSTALLATION INCLUDES:
-LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS.
- FIELD WELDING PLATE CONNECTORS AT DECK JOINT.
- GROUTING DECK; WALL. AND FOOTING JOINTS WITH NON- SHRINK GROUT.
X$MR —z 7 —1 ,207
FINISHED GRADE
SECTION A
SCALE: 1/4' =1' -0" —
PILE NOTES:
1. PILES SHALL BE 12.75'ODx3/8" MIN PIPE WALL THICKNESS
2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2.
3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY
OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN,
WHICHEVER IS GREATER.
4. PILES SHALL BE CONCRETE /CDF FILLED. SEE DETAIL 3, DWG S -2.
5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION
WELD WITH A BACKING RING.
6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE,
3/4" MIN THICKNESS.
PILE N0. I STATION
ODD NO. PILES
1 0+1.5
3 0 +6.5
5 0 +11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL
SEWER LINE CASING PRIOR TO DRIVING PILE.
7-35 -- LOCATED O 5 FT SPACING
37 0 +90.0
EVEN NO. PILES
2 0 +6.9
4 0 +11.0
6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL
SEWER LINE CASING PRIOR TO DRIVING PILE.
8 -36 -- LOCATED O 5 IT SPACING
38 0 +95.3
�,sl$
,o
o4'AL LA 199
6xp 1111100
THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER ?6,1999.
GRAPHIC SCALE:
1 0 5 10
1/4" = l' -0"
5 0 5 10 15 20
1/8" = l' -0"
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424-5555
orreL ,ormL 5 zi_ga
E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O
/d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 /
3 -SIDED BOX CULVERT INSTALLA110N NOTES
1. CONTRACTOR SHALL INSTALL OWNER SUPPLIED 3 -SIDED BOX CULVERT
IN ACCORDANCE NTH BOX CULVERT SUPPLIERS INSTRUCTIONS, AS
REQUIRED IN THE SPECIFICATIONS, AND SHOWN ON THESE DRAWINGS.
2. BOX CULVERT INSTALLATION INCLUDES:
-LIFTING AND PLACING BOX CULVERT SECTIONS ON PILE CAP BEAMS.
- FIELD WELDING PLATE CONNECTORS AT DECK JOINT.
- GROUTING DECK; WALL. AND FOOTING JOINTS WITH NON- SHRINK GROUT.
X$MR —z 7 —1 ,207
FINISHED GRADE
SECTION A
SCALE: 1/4' =1' -0" —
PILE NOTES:
1. PILES SHALL BE 12.75'ODx3/8" MIN PIPE WALL THICKNESS
2. PILES SHALL MEET THE REQUIREMENTS OF ASTM A252, GRADE 2.
3. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING CAPACITY
OF 170 KIPS OR TO THE MINIMUM TIP ELEVATION SHOWN,
WHICHEVER IS GREATER.
4. PILES SHALL BE CONCRETE /CDF FILLED. SEE DETAIL 3, DWG S -2.
5. SPLICE SECTIONS OF STEEL PILES USING A FULL PENETRATION
WELD WITH A BACKING RING.
6. PIPE PILES SHALL INCLUDE A BOTTOM CLOSURE BUTT PLATE,
3/4" MIN THICKNESS.
PILE N0. I STATION
ODD NO. PILES
1 0+1.5
3 0 +6.5
5 0 +11.5 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL
SEWER LINE CASING PRIOR TO DRIVING PILE.
7-35 -- LOCATED O 5 FT SPACING
37 0 +90.0
EVEN NO. PILES
2 0 +6.9
4 0 +11.0
6 0+15.1 EXCAVATE TO EXPOSE SEWER LINE AND INSTALL
SEWER LINE CASING PRIOR TO DRIVING PILE.
8 -36 -- LOCATED O 5 IT SPACING
38 0 +95.3
�,sl$
,o
o4'AL LA 199
6xp 1111100
THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER ?6,1999.
GRAPHIC SCALE:
1 0 5 10
1/4" = l' -0"
5 0 5 10 15 20
1/8" = l' -0"
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424-5555
orreL ,ormL 5 zi_ga
E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O
/d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 /
�,sl$
,o
o4'AL LA 199
6xp 1111100
THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER ?6,1999.
GRAPHIC SCALE:
1 0 5 10
1/4" = l' -0"
5 0 5 10 15 20
1/8" = l' -0"
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424-5555
orreL ,ormL 5 zi_ga
E"m. 12 -04,-00 EIDYRES 8 -24 -00 I I I— % O O
/d-!3 ; ID-2707.-7 SCANNED mA4 3 0 2000 /