Rd_1107_Drawings.pdf

Sheet Number Description

1 Title

2 Location Map

3 Summary of Quantaties

4 General Notes

5 Work List

6 Work List and Culvert Listing

7‐8 Gabion Installation

9 MP 5.3 Culvert Installation

10 MP 5.45 Culvert Reconditioning

11 MP 5.92 Culvert Installation

12 Culvert Typicals

Pay Item Description Unit Qty

15101 Mobilization LS 1

20301 Removal of culverts EA 11

*20419 Drainage Excavation, Select Ditching Mile 5

20950 Pipe Bedding ‐ 6" Min Depth ‐ Under Pipe CY 46

20951 Pipe Backfill ‐ Method C ‐ Borrow Material CY 240

*25101 A Placed Riprap, Class 4, Government Furnished ‐ Headwalls CY 29

*25101 B Placed Riprap, Class 5, Government Furnished ‐ Outlets CY 77

*25101 C Placed riprap, class 7, Government Furnished ‐ Retaining CY 55

25313 Gabion Baskets ‐ 108 Facial Sq Ft ‐ 6' H x 18' L LS 1

30113 Aggregate surface course, grading C, compaction method C, Government Furnished CY 95

60201 36" Galvanized Pipe, 12 gauge with Coupling Bands, Compaction Method B LF 50

60275A 18" HDPE Pipe, compaction method B LF 422

60275B 36" HDPE Pipe, compaction method B LF 40

60275C 48" HDPE Pipe, compaction method B LF 53

62201A Equipment Rental, Excavator 150 hp/ with thumb Hour 16

62201B Equipment Rental, Dump Truck, 10 C.Y. Capacity Hour 16

62529 Seeding C‐1 and Mulching Acre 0.5

SHEET

MILE PAY PAY ESTIMATED

POST ITEM UNIT QUANTITY

SUB-PROJECT:

ROAD #1107

ANDERSON CREEK

FSR 1107 Repairs and Upgrades

WORK DESCRIPTION Milepost 0.00 to 5.92

LOCATION AND DESCRIPTION OF WORK

1.550 Remove existing 18" steel Culvert. 20301 Each 1

Install 18"x 34' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 34 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing 30113 C.Y. 6

1.600 Remove existing 18" steel Culvert. 20301 Each 1

Install 18"x 33' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 33 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing 30113 C.Y. 6

3.350 Remove existing 18" steel Culvert. 20301 Each 1

Install 18"x 40' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 40 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing. 30113 C.Y. 6

3.400 Remove existing 18" steel Culvert 20301 Each 1

Install 18"x 40' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 40 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing. 30113 C.Y. 6

3.500 Remove existing 18" steel Culvert 20301 Each 1

Install 18"x 43' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 43 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing. 30113 C.Y. 6

SHEET

MILE PAY PAY ESTIMATED

POST ITEM UNIT QUANTITY

0.00 Begin Project Start Drainage Excavation, Select Ditching

0.01 Remove existing 36" steel Culvert 20301 Each 1

Install 48"x53' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275C Foot 53 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing). 20950 C.Y. 5 Place 20 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 20 Place 5 C.Y. of class 5 riprap for culvert headwall. 25101B C.Y. 5 Place 10 C.Y. of class 7 riprap to armor culvert outlet. 25101C C.Y. 10 Place 10 C.Y. of surfacing 30113 C.Y. 10

1.250 Remove existing 18" steel Culvert. 20301 Each 1

Install 18"x36' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 36 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing 30113 C.Y. 6

1.400 Remove existing 18" steel Culvert. 20301 Each 1

Install 18" x 40' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 40 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing 30113 C.Y. 6

1.450 Remove existing 18" steel Culvert. 20301 Each 1

Install 18" x 33' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 33 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing 30113 C.Y. 6

1.500 Spur Road to the Left

SUB-PROJECT:

ROAD #1107

ANDERSON CREEK

FSR 1107 Repairs and Upgrades

WORK DESCRIPTION Milepost 0.00 to 5.92

LOCATION AND DESCRIPTION OF WORK

SHEET

MILE PAY PAY ESTIMATED

POST ITEM UNIT QUANTITY

SUB-PROJECT:

ROAD #1107

ANDERSON CREEK

FSR 1107 Repairs and Upgrades

WORK DESCRIPTION Milepost 0.00 to 5.92

LOCATION AND DESCRIPTION OF WORK

3.700 Remove existing 18" steel Culvert 20301 Each 1

Install 18"x 33' HDPE (includes hauling of pipe,placement of pipe, and backfill 60275A Foot 33 of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 2 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 2 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing. 30113 C.Y. 6

3.924 Shoulder Washout on the Left

Install Gabion Baskets 25313 S.Y. 12

4.300 Remove existing 18" steel Culvert. 20301 Each 1

Install 18" x 40' HDPE (includes hauling of pipe, placement of pipe, and backfill 60275A Foot 40 Place 4 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 4 Place 6 C.Y. of surfacing. 30113 C.Y. 6

5.300 No Existing Structure

Install 36"x 40' HDPE with 20' Flume,skew 90°,10% grade (includes hauling of 20301B Each 1 pipe, placement of pipe, and backfill of salvaged suitable existing material from excavation) Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 4 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 5 C.Y. of class 5 riprap for culvert headwall. 25101B C.Y. 6 Place 8 C.Y. of class 7 riprap for culvert outlet 25101C C.Y. 8 Place 8 C.Y. of surfacing. 30113 C.Y. 8

5.400 Single Lane Bridge

5.550 Existing 36" steel Culvert.

Construct 3' wide flat bottom ditch for 20' leading to culvert inlet 20419 L.F. 20 Place 6 C.Y. of class 4 riprap to armor ditch and road 25101A C.Y. 6 Place 3 C.Y. of class 5 riprap for ditchdam . 25101B C.Y. 3 Add 10 C.Y. of class 7 riprap to the outlet of the pipe. 25101C C.Y. 10

5.850 No existing structure

Install 18" x 30' HDPE, skew 120°, 5% grade. 60275A Foot 30 Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 3 Place 10 C.Y. of unclassified borrow for backfill (to be used if needed) 20951 C.Y. 10 Place 3 C.Y. of class 4 riprap for culvert headwall. 25101A C.Y. 3 Place 5 C.Y. of class 5 riprap to armor culvert outlet. 25101B C.Y. 5 Place 6 C.Y. of surfacing. 30113 C.Y. 6

5.920 Galvanized Culvert installation

Install 36" x 50' Galvanized Pipe 60275C Foot 50 Place Bedding material for culvert (conserved from existing surfacing) 20950 C.Y. 4 Place 100 C.Y. of Unclassified Borrow for backfill 20404 C.Y. 100 Place 20 C.Y. of Class 5 riprap for culvert headwall 25101B C.Y. 20 Place 7 C.Y. of class 7 riprap to armor culvert outlet 25101C C.Y. 7 Place 19 C.Y. of road surfacing 30113 C.Y. 19 Place 20 C.Y. of class 7 riprap for riprap wall 25101C C.Y. 20 END OF PROJECT End Drainage Excavation, Select Ditching

MP Existing Type New Type X‐Slope % Skew

0.010 36"x49' CMP 36"x 53' HDPE See Typicals M.E.

1.250 18"x36' CMP 18"x36' HDPE See Typicals M.E.

1.400 18"x40' CMP 18"x55' HDPE See Typicals M.E.

1.450 18"x33' CMP 18"x43' HDPE See Typicals M.E.

1.550 18"x34' CMP 18"x34' HDPE See Typicals M.E.

1.600 18"x33' CMP 18"x40' HDPE See Typicals M.E.

3.350 18"x40' CMP 18"x40' HDPE See Typicals M.E.

3.400 18"x40' CMP 18"x40' HDPE See Typicals M.E.

3.500 18"x38' CMP 18"x43' HDPE See Typicals M.E.

3.700 18"x28' CMP 18"x33' HDPE See Typicals M.E.

4.300 18"x38' CMP 18"x40' HDPE See Typicals M.E.

5.300 None 36"x30' HDPE See Typicals 90°

5.850 None 18"x30' HDPE See Typicals 120°

5.920 None 36"x 50' Metal See Typicals 90°