SUPPLEMENTAL FINAL
ENVIRONMENTAL IMPACT STATEMENT for the Tri-Lakes
Reliability Project
ATTACHMENT 6. Table and Diagrams
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TRI-LAKES RELIABILITY PROJECT
UNDERGROUND COST ESTIMATE ALONG |
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Attachment
6Sheet 1 of 3 |
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LOCATION ALONG SR 56 ** DESCRIPTION
|
TYPE OF CONSTRUCTION |
LENGTH |
DIST. TO SHOULDER |
COST/FT. |
COST |
COMMENTS |
||
|
|
500 |
FILL,
DRY AT TOE OF SLOPE |
TRENCH *** |
500 |
6 |
$845 |
$422,500 |
SHEET
PILING REQUIRED |
|
0 |
400 |
FILL,
DRY AT TOE OF SLOPE |
TRENCH *** |
400 |
6 |
$845 |
$338,000 |
SHEET
PILING REQUIRED |
|
400 |
500 |
CUT,
LOCATE IN DITCH NEXT TO ROAD, SANDY |
TRENCH *** |
100 |
6 |
$845 |
$84,500 |
SHEET
PILING REQUIRED |
|
500 |
1000 |
FILL, WET
AT TOE OF SLOPE, STREAM, 25' TO TOE |
HDD |
550 |
15 |
$1,350 |
$742,500 |
CROSS
15' UNDER CULVERT |
|
1000 |
2000 |
CUT,
LOCATE IN DITCH NEXT TO ROAD, SANDY |
TRENCH *** |
1,000 |
6 |
$845 |
$845,000 |
SHEET
PILING REQUIRED |
|
2000 |
3000 |
GRASSY
SHOULDER WITH 500' WETLAND |
TRENCH *** |
500 |
10 |
$522 |
$261,000 |
MIDDLE
OF GRASSY STRIP WETLAND IN MIDDLE OF SEGMENT |
|
2000 |
3000 |
GRASSY
SHOULDER WITH 500' WETLAND, FLAT |
HDD |
500 |
15 |
$1,350 |
$675,000 |
|
|
3000 |
3400 |
CUT,
LOCATE IN DITCH NEXT TO ROAD, SANDY |
TRENCH *** |
400 |
6 |
$845 |
$338,000 |
SHEET
PILING REQUIRED |
|
3400 |
4000 |
WETLAND
NEXT TO EDGE OF SHOULDER, FLAT |
HDD |
630 |
15 |
$1,350 |
$850,500 |
|
|
4000 |
5000 |
GRASSY SHOULDER
|
TRENCH *** |
1,000 |
10 |
$522 |
$522,000 |
MIDDLE
OF GRASSY STRIP |
|
5000 |
5500 |
FILL,
WET AT TOE OF SLOPE, STREAM, 25' TO TOE |
HDD |
550 |
15 |
$1,350 |
$742,500 |
CROSS
15' UNDER CULVERT |
|
5500 |
7000 |
GRASSY
SHOULDER |
TRENCH *** |
1,500 |
10 |
$522 |
$783,000 |
MIDDLE
OF GRASSY STRIP |
|
7000 |
7500 |
CUT,
LOCATE NEXT TO ROAD, SANDY |
TRENCH *** |
500 |
6 |
$845 |
$422,500 |
SHEET
PILING REQUIRED |
|
7500 |
8000 |
GRASSY
SHOULDER |
TRENCH *** |
500 |
10 |
$522 |
$261,000 |
MIDDLE
OF GRASSY STRIP |
|
8000 |
8500 |
FILL,
WET AT TOE OF SLOPE, STREAM, 25' TO TOE |
HDD |
550 |
15 |
$1,350 |
$742,500 |
CROSS
15' UNDER CULVERT |
|
8500 |
9000 |
CUT,
LOCATE NEXT TO ROAD, SANDY |
TRENCH *** |
500 |
6 |
$845 |
$422,500 |
SHEET
PILING REQUIRED |
|
9000 |
10000 |
FILL,
DRY AT TOE OF SLOPE, 75'+ TO TOE, LOCATE IN FLAT AREA NEXT TO SHOULDER |
TRENCH *** |
1,000 |
6 |
$845 |
$845,000 |
SHEET
PILING REQUIRED |
|
10000 |
11000 |
GRASSY SHOULDER
|
TRENCH *** |
1,000 |
10 |
$522 |
$522,000 |
MIDDLE
OF GRASSY STRIP |
|
|
|
|
|
11,680 |
|
|
$9,800,000 |
|
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** STARTING AT THE SOUTH END, ROUTE
IS LOCATED ON THE EAST SIDE, ALL THE WAY BY: PEB *** TRENCH IS 3'-6" WIDE
X 7' DEEP 10/17/2005 |
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