Drawings.pdf

janet.vosberg Text Box

BID

ITEM UNIT QUANTITY

SHEET

NUMBER

WI CONST

SPEC NO.

1 LUMP SUM JOB

Mobilization and Demobilization 7

* R-O-W Fence Removal and Disposal (970 ft) 6, 7, 8

* Construction Site Pollution Control

3, 6, 18, 19, 20 5

* Silt Fence (1,075 ft) 3, 18, 20

* Tracking Pad 6, 19

* Geotextile, Woven, Type 1 (156 sy) 19

* Clean Stone, 3-6 in (26 cy) 19

* Construction Surveys 3, 5, 10 24

* Clearing (Stumps Removal Only) 9 1

2 LIN FT 1,222 6 - 17

Channel Excavation 2

Sta 0+00 to 12+22 (-3,860 cy)

* Berm Earth Fill 3

* Sta 0+00 to 5+00 (+1,550 cy)

* R-O-W Earth Fill 3

* Sta 18+50 to 21+98 (+2,222 cy)

* Channel Bank Earth Fill

* Sta 4+75 to 5+30 (+78 cy)

3 LUMP SUM JOB

* Rock Riprap (57 cy) 3, 7, 11, 15 9

* Geotextile, Nonwoven, Type 1 (187 sy) 3, 7, 11, 15 13

R-O-W Fence Replacement

By Others (WI DOT)

Clearing (Trees / Brush Removal) 9

By Others (US FWS)

Seeding

By Others (US FWS)

* Subsidiary Item

ESTIMATED QUANTITIES- BRWPA Channel Outlet

Mobilization and Demobilization

Excavation

WORK

Culvert Outlet Protection

Work Performed by Others

Quantities are estimated to the neat lines and grades of in-place materials shown on the construction plan unless otherwise stated. Truck yardage, loose fill, shrinkage, etc., must be calculated and compensated for by the contractor preparing a bid or constructing the project.

POINT #

NORTHING

(FEET)

EASTING

(FEET)

ELEVATION

(FEET) DESCRIP STA

540 545739.0286 2104794.7419 784.50 FG 0+00

564 545750.0700 2104790.5500 784.45 FG 0+12

542 545767.9332 2104791.8598 784.39 FG 0+32

543 545781.9393 2104805.5247 784.28 FG 0+50

544 545783.8360 2104810.0804 784.25 FG 0+55

545 545786.7689 2104817.1249 784.22 FG 0+63

546 545807.8400 2104878.0959 783.93 FG 1+27

547 545824.1365 2104949.0434 783.60 FG 2+00

548 545835.2298 2104997.4035 783.38 FG 2+50

549 545846.0688 2105089.4294 782.96 FG 3+42

550 545853.0712 2105152.8630 782.67 FG 4+06

551 545855.2724 2105176.7556 782.57 FG 4+30

552 545875.0857 2105218.6747 782.36 FG 4+76

553 545889.5397 2105238.7484 782.25 FG 5+01

554 545911.6685 2105249.9728 782.13 FG 5+26

555 545936.0952 2105255.8844 782.02 FG 5+52

556 546029.8759 2105275.1526 781.59 FG 6+47

557 546081.8903 2105283.5786 781.35 FG 7+00

558 546180.5967 2105299.5334 780.90 FG 8+00

559 546279.3112 2105315.5048 780.45 FG 9+00

560 546378.0378 2105331.4707 780.00 FG 10+00

561 546476.7533 2105347.4432 779.55 FG 11+00

562 546575.4646 2105363.4075 779.10 FG 12+00

563 546597.6455 2105366.9951 779.00 FG 12+22

534 545923.6376 2105198.9503 N/A FG RAD C2 N/A

541 545757.2900 2104816.7800 N/A FG RAD C1 N/A

535 545559.6902 2104486.9100 787.50 fg 18+50 536 545586.4780 2104509.8250 787.50 fg 18+85 537 545662.2042 2104596.1467 787.50 fg 20+00 538 545732.2201 2104695.4725 787.50 fg 21+17 539 545767.4299 2104763.5513 787.50 fg 21+98

566 545591.5300 2104657.4900 792.40 CMR INT CL N/A

TBM 1 545753.2040 2105266.4570 811.70 TBM N/A

TBM 2 545847.0260 2105260.4050 787.73 TBM N/A

TBM 3 546616.7500 2105421.4000 788.80 TBM N/A

FILL AREA ALONG ROW FENCE

PROPOSED CHANNEL C/L

BENCHMARKS