Sol_S-11-0033_Plans_and_Drawings_Part1.pdf

SHEET DESCRIPTION

1 TITLE

2 PROJECT LOCATION MAP

3 ‐ 4 GENERAL NOTES

5 SUMMARY OF QUANTITIES & CULVERT LISTING

6 4131 WORKLIST "OPTION ITEM A"

7 ‐ 8 4130 WORKLIST "OPTION ITEM B"

9 4120 WORKLIST "OPTION ITEM C"

10 4100035 WORKLIST "OPTION ITEM D"

11 UNDERDRAIN SYSTEM

12 GABION BASKET BRIDGE APPROACH REPAIR

13 FSR 41, MP 10.60 REPAIRS

14 CULVERT INTALLATION TYPICALS

15 ROCK DIP DETAILS

16 ROAD CLOSURE BERM DETAIL

Pay Item Description Unit Common To

All

FSR 41 OPTION A

FSR 4131

OPTION B

FSR 4130

OPTION C

FSR 4120

OPTION D

FSR 4100035

15101 Mobilization LS 1 1 1 1 1

20301 Removal, culverts EA 17 42 61 66 26

*20404 Unclassified borrow Ton 2587

20413 Furrow Ditches LS 1 1 1

20419 Drainage Excavation, Select

Ditching

Mile 5

20420(A) Drainage excavation, type_1 EA 38 49 51 23

20420(B) Drainage excavation, type_2 EA 8 6 8 9

20420(C) Drainage excavation, type_3 EA 5 13 18 3

20427 Earth Berm EA 1

20470 Roadway Excavation, outsloping CY 266 247 301

*25101A Placed Riprap, Class 4, Commercial

Source

Ton 27

*25101B Placed Riprap, Class 5, Commercial

Source

Ton 100

*25101C Placed Riprap, Class 7, Commercial

Source

Ton 281

25313 Gabion Basket Bridge Approach

Repair

SY 45

30329 Road Reconditioning LS 1 1 1

*32209 Aggregate surface course, Grading: F, Compaction method: C, commercial source

Ton 71

60211A 60 Inch Corrugated steel pipe, 5" x 1" corrugations, 12 gauge

LF 140

60211B 72 Inch Corrugated steel pipe, 5" x 1" corrugations, 12 gauge

LF 120

60275 18 inch HDPE pipe with smooth interior and annular exterior, Compaction Method B

LF 40

60275B 24 inch HDPE pipe with smooth interior and annular exterior, Compaction Method B

LF 212

60275C 36inch HDPE pipe with smooth interior and annular exterior, Compaction Method B

LF 190

60275D 48 inch HDPE pipe with smooth interior and annular exterior, Compaction Method B

LF 110

60403 Clean Inlet Debis LS 1

60501 UNDERDRAIN SYSTEM LF 155

60710 Reconditon Drainage Structures

(MP 10.60)

Each 1

62201(A) Equipment, Excavator HR 40

62201(B) Equipment, 10 CY dump truck HR 40

62201(C) Equipment, Grader HR 24

Milepost Remove Install Slope % Skew ° Length

Riprap

Class 4

(Tons)

Riprap

Class 7

(Tons)

1 1/4"

Aggregate

Surfacing (Tons)

4.211 18" CMP 24" HDPE 10 M.E. 32 0 10 2.30

4.504 48" PE 72" CMP M.E. 90 65 0 15 4.00

5.427 18" PE 24" HDPE 5 110 50 5 10 2.30

5.445 18" CMP 24" HDPE 7 M.E. 40 5 10 2.40

5.485 24" CMP 48" HDPE M.E. M.E. 60 0 38 6.00

6.42 24" CMP 36" HDPE M.E. M.E. 50 8 15 4.00

8.788 24" CMP 36" HDPE M.E. M.E. 60 0 30 7.00

8.928 48" CMP 60" CMP M.E. M.E. 50 0 15 5.00

9.213 36" CMP 60" CMP M.E. M.E. 90 0 15 12.00

9.246 18" CMP 24" HDPE 5 45 50 5 18 3.00

9.363 24" CMP 36" HDPE M.E. M.E. 40 0 10 3.00

9.402 30" CMP 36" HDPE M.E. M.E. 40 0 10 3.00

9.435 36" PE 72" CMP 12 45 55 0 20 5.00

9.555 18" PE 24" HDPE 10 85 40 0 10 3.00

9.655 18" CMP 18" HDPE M.E. M.E. 40 4 10 2.00

9.702 24" CMP 48" HDPE M.E. M.E. 50 0 45 5.00

MP CULVERT REMOVAL

INSTALL

DIP TYPE:

ROAD

GRADE %

WORK DESCRIPTIONMP CULVERT REMOVAL

INSTALL

DIP TYPE:

ROAD

GRADE %

WORK DESCRIPTION

2.435 Begin Spur Storage Work

2.421 18" x 36' cmp 1 4

2.370 2 5 Existing Waterbar, Convert to Type 2 dip

2.332 18" x 32' cmp 1 3

2.308 2 4 Existing Waterbar, Convert to Type 2 dip

2.250 18" x 33' cmp 1 6

2.177 18" x 32' cmp 1 6

2.140 2 5 Existing Waterbar, Convert to Type 2 dip

2.090 24" x 32' cmp 1 6

2.036 18" x 28' cmp 1 5

1.953 18" x 26' cmp 1 6

1.901 2 6 Existing Waterbar, Convert to Type 2 dip

1.882 24" x 28' cmp 1 6

1.807 18" x 34' cmp w/downpipe 1 6

1.784 48" x 36' cmp 1 6

1.695 48" x 40' cmp 1 6

1.648 30" x 40' cmp 1 9

1.607 Rock Ford

1.529 18" x 28' cmp 1 8

1.473 24" x 30' cmp 1 3

1.461 36" x 34' cmp 1 3

1.442 18" x 26' cmp 1 2

1.364 18" x 24' cmp 1 5

1.330 18" x 26' cmp 1 5

1.276 18" x 29' cmp 1 6

1.195 24" x 38' cmp 1 6

1.178 2 7

1.164 18" x 20' cmp 1 10

1.145 24" x 44' cmp 1 10

1.129 48" x 44' cmp 3 12

1.050 18" x 38' cmp w/downpipe 1 8

0.985 2 6

0.957 18" x 40' cmp 1 3

0.885 Borrow Pit on Rt. Class 2 Riprap. Borrow/Waste Area

0.845 18" x 37' cmp 1 2

0.813 Borrow Pit on Rt. Borrow/Waste Area

0.781 18" x 34' cmp 1 1

0.750 3 Construct type 3 dip in area of fill slope failure, haul waste to waste area.

0.668 Fill Slope Failure, 60'. Pull back Road 10' in x 15' down

0.643 18" x 22' cmp 1 6

0.596 2 5

0.574 48" x 68' cmp 3 7

0.559 Waste Area on Lt.

0.541 18" x 33' cmp 1 6

0.521 96" x 90' Multi‐plate 3 Dip Steel Grate on Inlet to be removed also

0.485

Cut bank failure, remove trees and approximately 100

Cy of material

0.449 18" x 35' cmp 1 4

0.446 3 Fill Slope Failure, 35' ahead. Pull back 10' in , 15' down

0.415 18" x 36' cmp 1 2

0.341 18" x 50' cmp 3 2

0.308 18" x 36' cmp 1 2

0.282 18" x 36' cmp 1 4

0.227 Existing Waterbar

0.210 18" x 44' cmp 1 3

0.167 18" x 44' cmp 1 5

0.142 2 5 Existing Waterbar, Convert to Type 2 dip

0.129 18" x 58' cmp 1 5

0.101 18" x 42' cmp 1 4

0.083 18" x 42' cmp 1

0.058 18" x 43' cmp 1 5

0.021 18" x 40' cmp 1 5

0.000 End Spur Storage Work

DIP TYPE:

WORK DESCRIPTION

3.108 End of Road Begin Spur Storage Work

3.105 48" cmp End of Road. Remove 48" culvert in stream channel.

3.070 18" x 38' cmp 1

3.045 2 Existing waterbar, convert to type 2 dip

2.993 18" x 38' cmp 1

2.936 24" x 34' cmp 1

2.865 24" x 66' cmp 3

2.817 18" x 38' cmp 1

2.737 18" x 44' cmp 1

2.697 18" x 36' cmp 1

2.643 Waste area on Lt.

2.590 18" x 48' cmp 1

2.550 18" x 40' cmp 1

2.509 36" x 48' cmp 3

2.495 Borrow pit on Rt.

2.453 18" x 30' cmp 1

2.412 18" x 36' cmp 1

2.379 2

2.351 2

2.334 24" x 36' cmp 1

2.278 24" x 30' cmp 1

2.257 18" x 36' cmp 1

2.223 2 Existing waterbar, convert to type 2 dip

2.177 18" x 34' cmp 1

2.149 2 Existing waterbar, convert to type 2 dip

2.070 Borrow pit on Rt. Borrow/Waste Area

2.017 108" x 75' Multi‐plate 3

1.977 Fill slope failure. Pull back 5' in 10' down to MP 2.00

1.965 18" x 28' cmp 1

1.912 18" x 48' cmp 1

1.879 18" x 40' cmp 1

1.857 Spur Rd Lt. Waste Area

1.845 18" x 30' cmp 1

1.813 24" x 40' cmp 1

1.777 18" x 32' cmp 1

1.744 18" x 52' cmp 3

1.715 Junction FSR 4131 on Rt.

1.686 18" x 42' cmp 1

1.656 18" x 38' cmp 1

1.640 Wide Road, Rock Cut on Rt. Waste Area

1.629 72" x 100' Steel Culvert 3

1.614 Borrow pit on Rt. Borrow/Waste Area

1.582 18" x 32' cmp 1

1.561 Waste area on Lt.

1.545 18" x 40' cmp 1

1.481 18" x 40' cmp 1

1.451 18" x 38' cmp 1

1.439 18" x 46' cmp 1

1.403 18" x 64' cmp 1

1.384 Waste area on Lt.

1.367 18" x 46' cmp 1

1.318 36" x 32' cmp 1

1.302 24" x 72' cmp 3

1.268 18" x 30' cmp w/downpipe 1

1.224 18" x 36' cmp w/downpipe 1

1.180 24" x 64' cmp 1

1.134 18" x 60' cmp 1

1.119 36" x 80' cmp 3 End pull back of fill slope

1.106 Pull back fill slope for 68' ahead, 5' deep x 15' out

1.083 36" x 74' cmp 3

1.027 24" x 60' cmp 1

1.000 Waste area on Lt.

0.957 36" x 80' cmp 3

0.873 18" x 36' cmp 1

0.829 24" x 74' cmp 3

0.798 36" x 90' cmp 3

0.755 2‐36" x 32' cmp 3 Removal of 2 culverts and dip construction

0.720 Waste area on Lt.

0.692 18" x 42' cmp 1

0.671 24" x 48' cmp 1

0.656 Waste area on Rt.

0.583 18" x 34' cmp 1

0.542 18" x 34' cmp 1

0.474 24" x 52' cmp 1

0.448 36" x 32' cmp 1 Salvage riprap for project use

0.402 24" x 76' cmp 3

0.365 Existing Waterbar

0.340 18" x 36' 1

MP CULVERT REMOVAL

INSTALL

DIP TYPE:

WORK DESCRIPTION

DIP TYPE:

WORK DESCRIPTION

0.331 Waste area on Rt.

0.311 24" x 36' cmp 1

0.232 18" x 40' cmp 1

0.224 2 End pull back of fill slope

0.195 Pull back fill slope for 150' ahead, 5' deep x 10' out

0.170 Borrow pit on Rt. Borrow/Waste Area

0.156 Existing Waterbar

0.144 36" x 104' cmp 3

0.056 18" x 46' cmp 1

0.052 Existing Waterbar

0.016 Existing Waterbar

0.010 18" x 34" cmp 1

0.000 End Road Storage Work