Plans.pdf

PDF 2 MB Posted Jul 8, 2011

Attached to: PAYCO Road 1700 North Pavement Repair
Solicitation number: AG-04T0-S-11-0023
Issued by: Department of Agriculture Forest Service R6-Pacific Northwest Region

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Plans

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Other files

File	Type	Posted
AmendedWageRates.pdf	PDF	Aug 8, 2011
amend1.pdf	PDF	Aug 8, 2011
RevisedSchedule.pdf	PDF	Aug 8, 2011
CompleteSolicitation.pdf	PDF	Jul 8, 2011
SpecificationList.pdf	PDF	Jul 8, 2011
Specifications.pdf	PDF	Jul 8, 2011
WageRates.pdf	PDF	Jul 8, 2011
BidBond.pdf	PDF	Jul 8, 2011
PacketToCompleteAndReturn.pdf	PDF	Jul 8, 2011

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123456

7 8 9 10 11 12

1314151617

19 20 21 22 23 24

2627282930

31 32 33 34 35 36

161718

19 20 21

282930

31 32 33

7 8 9

161718

19 20 21

282930

31 32 33

7 8 9

161718

19 20 21

7 8 9

11 12

131415161718

19 20 21 22 23 24

11 12

23 24

11 12

23 24

35 36

131415161718

19 20 21 22 23 24

252627282930

31 32 33 34 35 36

23 24

35 36

CUTLER

CITY

KERNVILLE

109 1700

SILETZ RIVER

DRIFT

CREEK

O C

1700111

SALMON RIVER

LINCOLN

CITY

BEAR CREEK ROAD 106

SCHOONER CREEK

ROAD 106

0 1 2 3

MILES

OTIS

R 10 W R 9 WR 11 W

T 6 S T 7 S

T 8 S

MINSKI QUARRY

DISPOSAL AREA

BORROW SOURCE

BEGINNING OF PROJECT

MP 10.35

END OF PROJECT

MP 15.89

DRIFT CREEK FALLS

TRAIL HEAD

DRAINAGE LISTING

MILEPOST

PLASTIC PIPE

LENGTH

(FOOT)

PLASTIC PIPE

DIAMETER

(INCH)

PLASTIC

OUTLET

PIPE

LENGTH

(FOOT)

PLASTIC

OUTLET PIPE

DIAMETER

(INCH)

METAL PIPE

LENGTH

(FOOT)

METAL PIPE

DIAMETER

(FOOT) GRADE SKEW

ANCHOR

ASSEMBLY

FLEX

ELBOW TYPE

RIPRAP

DISSIAPATOR DEWATER

OUTLET

DITCH

(FOOT)

11.138 32 24 EX EX 3 15

11.681 34 24 EX EX 3

11.924 44 18 EX EX 3 X

12.124 38 36 EX EX 1 3 X

12.396 26 24 EX EX 3

12.854 32 24 20 24 EX EX 2 X 2

12.99 3

13.077 28 18 EX EX 3 X 20

13.14 26 24 20 24 10 60 2 X 2 X

13.323 38 24 20 24 EX EX 2 X 2

13.797 38 18 EX EX X 2

13.855 32 18 EX EX X 2

13.973 4 15 EX EX 3

14.175 40 24 EX EX 3

14.267 4 18 EX EX 3

14.395 38 24 20 24 EX EX 2 X 2

14.5 28 24 EX EX 3 5

14.7 10

14.727 40 24 EX EX 3

1-0" Min.

1'-0" Min.

CMP DOWNDRAIN

1 ft 3D

1 ft

VARIABLE

D D

60Á 120Á

3" ASPHALT 8" CRUSHED AGGREGATE

RECONSTRUCTION SUMMARY

Mile Post

Pay Item Reference Point or Work Required

10.350 20420B, 60403 Begin reconstruction, end of Drift Creek Trailhead Parking Lot. Jack open, clean and remove material from culvert inlet.

10.457 Reference: Spur road right.

10.528 43007 Skin patch.

10.603 Reference: Spur road right.

10.725 Reference: Spur road right .

10.757 20420C Clean and remove material from culvert inlet, outlet.

10.780 Reference: Spur road left.

10.831 43007 Skin patch.

10.885

15256, 20357, 209A02,209A03 A,209A04,209A

05, 32203, 40401

Method C1 fill repair.

10.948 20420B Clean and remove material from culvert inlet.

43007 Skin patch.

11.020 20420B Clean and remove material from culvert inlet.

11.138 20357, 20358, 32201, 40401, 60252B

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 32'X24" polyethylene pipe. Construct 15-feet ditchout.

11.149 Reference: BLM Road right.

11.196 Reference: Road 116 left.

11.205 20420B Clean and remove material from culvert inlet.

11.343 43004 Full Depth Patch. Saw cut and remove existing asphalt surfacing. Excavate 14'WX47'LX6"D area as marked by CO.

11.385 43007 Skin patch.

11.415 20420F Clean and remove material from culvert inlet, catchbasin.

11.476 Reference: Start aggregate roadway.

11.614 20420F Clean and remove material from culvert inlet and catch basin.

11.681 20357, 20358, 32201, 40401, 60252B

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 34'X24" polyethylene pipe.

11.714 Reference: End aggregate roadway.

11.727 43007 Two skin patch areas with reinforcement matting.

11.764 43007 Skin patch with reinforcement matting.

11.817 Reference: "Leaving National Forest Land" sign.

11.924 15757, 20357, 20358, 32201, 40401, 60252A

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 44'X18" polyethylene pipe. Dewater site prior to installation, Reference: Spur road right.

11.960 Reference: Spur road left.

11.996 60403 Jack open culvert inlet.

12.008 Reference: M.P. 18 marker.

12.028 20420E Clean and remove material from culvert inlet, outlet, and catchbasin.

12.124 15757, 20357, 20358, 32201, 40401, 60252C

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 38'X36" polyethylene pipe. Dewater site prior to installation., 25101 Place 3 cubic yard outlet dissipator.

12.154 43007 Skin patch.

12.169 20420C Clean and remove material from culvert inlet and outlet.

12.200 Reference: Property boundary sign left.

12.221 43004 Full Depth Patch. Saw cut and remove existing asphalt surfacing. Excavate 6'WX100'LX6"D area as marked by CO.

12.396 20357, 20358, 32201, 40401, 60252B

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 26'X24" polyethylene pipe.

12.435 20420C Clean and remove material from culvert inlet and outlet.

12.481 20420B Clean and remove material from culvert inlet.

12.586 Reference: Property boundary carsonite right.

12.660 Reference: Spur road left.

12.629 43007 Two level skin patch. Low level skin patch 6'WX150'L with reinforcement matting overlaid by 14'WX150'LX2"D skin patch.

12.668 43007 Two skin patch areas.

12.725 43007 Skin patch.

12.754 20420E Clean and remove material from culvert catchbasin, inlet, and outlet.

12.854 20357, 20358, 32201, 40401, 60252B, 60654

Reference: "Leaving National Forest" sign left. Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 32'X24" polyethylene pipe with 20'X 24" outlet pipe.

12.924 20420B Clean and remove material from culvert inlet.

12.952 43007 Skin patch.

12.961 20420A Clean and remove material from culvert catchbasin.

12.990 20420D, 25101 Clean and remove material from culvert catchbasin and outlet. Place 3 cubic yard outlet dissipator.

43007 Skin patch two areas.

13.068 Reference: Spur road left.

13.077 15757, 20357, 20358, 32201, 40401, 60252A

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 28'X18" polyethylene pipe. Construct 20-feet outlet ditch. Dewater site prior to installation.

13.130 43007 Skin patch.

43004 Full Depth Patch. Saw cut and remove existing asphalt surfacing. Excavate 8'WX16'LX6"D area as marked by CO.

13.140 15757, 20357, 20358, 32201, 40401, 60252B, 60654

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 26'X24" polyethylene pipe with 20'X 24" outlet pipe. Dewater site prior to installation.

13.162 43007 Skin patch.

13.323 20357, 20358, 32201, 40401, 60252B, 60654

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 38'X24" polyethylene pipe with 20'X 24" outlet pipe.

13.379 20420F Clean and remove material from culvert catchbasin and inlet.

13.456 43007 Skin patch.

13.468 20420A Clean and remove material from culvert catch basin.

13.502 60403 Jack open culvert inlet.

13.564 20420A Clean and remove material from culvert catch basin.

13.571 Reference: Yellow marker on metal post left.

13.602 43007 Skin patch two areas.

13.633 20420E Clean and remove material from culvert catchbasin, inlet, and outlet.

13.638 43007 Skin patch .

13.664 15256, 20357, 209A02,209A03 A,209A04,209A

05, 32203, 40401

Method C2 fill repair.

13.731 43007 Skin patch.

13.797 20357, 20358, 32201, 40401, 60250B

Saw cut and remove existing asphalt surfacing. Cut connection between existing culvert and downpipe. Remove existing culvert. Install 38'X18" metal pipe. Connect new culvert to existing downpipe with flex elbow.

13.832 43004 Full Depth Patch. Saw cut and remove existing asphalt surfacing over culvert.

Excavate 17'WX3'LX6"D area as marked by CO.

13.851 15256, 20357, 209A02,209A03 A,209A04,209A

05, 32203, 40401

Method C2 fill repair.

13.855 20357, 20358, 32201, 40401, 60250B

Saw cut and remove existing asphalt surfacing. Cut conncection between existing culvert and downpipe. Remove existing culvert. Install 32'X18" metal pipe. Connect new culvert to existing downpipe with flex elbow.

13.197 43007 Skin patch.

13.926 20420B Clean and remove material from culvert inlet.

13.940 20420F Clean and remove material from culvert catchbasin and inlet.

43007 Skin patch.

13.965 43007 Skin patch.

13.973 20357, 20358, 20407, 20420E, 32201, 40401, 60250A, 25101

Clean and remove material from culvert catchbasin, inlet, and outlet. Install 4'X15" metal pipe to outlet. Place 5 cubic yards borrow at outlet to repair eroded fill material.

13.995 20420F Clean and remove material from culvert catchbasin and inlet.

14.025 43007 Skin patch.

14.060 20420F Clean and remove material from culvert catchbasin and inlet.

14.126 20420A Clean and remove material from culvert catchbasin.

14.175 20357, 20358, 32201, 40401, 60252B

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 40'X24" polyethylene pipe.

14.210 20420E Clean and remove material from culvert catchbasin, inlet, and outlet.

14.244 15256, 20357, 209A02,209A03 A,209A04,209A

05, 32203, 40401

Method C1 fill repair.

14.258 Reference: Road 1772 left.

14.267 20357, 20358, 20407, 20420E, 32201, 40401, 60250B

Clean and remove material from catchbasin , inlet, and outlet. Install 4'X18" metal pipe to outlet. Place 5 cubic yards borrow at outlet to repair eroded fill material.

Place 5 cubic yards borrow at outlet to replace eroded fill material.

14.268 209A03B, 32203, 43004

Full Depth Patch. Saw cut and remove existing asphalt surfacing . Excavate 14'WX72'LX11"D area as marked by CO. Replace with Type III Geotextile, 8" Aggregate, and 3" Asphalt.

14.395 20357, 20358, 32201, 40401, 60252B, 60654

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 38'X24" polyethylene pipe with 20'X 24" outlet pipe.

14.413 15256, 20357, 209A02,209A03 A,209A04,209A

05, 32203, 40401

Method C1 fill repair.

14.438 20420E Clean and remove material from culvert catchbasin, inlet, and outlet.

43007 Skin Patch.

14.500 20357, 20358, 32201, 40401, 60252B, 60654

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 28'X24" polyethylene pipe with 20'X 24" outlet pipe.

25101 Place 5 cubic yards riprap outlet dissipator.

14.516 43007 Skin patch with 2 layers of reinforcement matting.

14.573 20420E Clean and remove material from culvert catchbasin, inlet, and outlet.

14.700 20420C Clean and remove material from culvert inlet and outlet.

14.727 Reference: Hwy 18-5 Sign left.

20357, 20358, 32201, 40401, 60252B

Saw cut and remove existing asphalt surfacing. Remove existing culvert. Install 40'X24" polyethylene pipe. Construct 10-feet outlet ditch.

14.739 Reference: Road 1782 right.

14.759 Reference: Road 17011 right.

14.827 Reference: Entering National Forest sign left.

14.920 Reference: M.P. 15.0 marker right.

14.966 20420C Clean and remove material from culvert inlet and outlet.

15.041 20420E Clean and remove material from culvert catchbasin, inlet, and outlet.

15.133 Reference: Private drive to #4059.

15.149 Reference: Private drive right.

15.430 Reference: "Leaving National Forest" sign right.

15.441 43004 Full Depth Patch. Saw cut and remove existing asphalt surfacing . Excavate 4'WX17'LX6"D area as marked by CO.

15.558 43004 Full Depth Patch. Saw cut and remove existing asphalt surfacing . Excavate 3'WX5' LX6"D area as marked by CO.

15.642 Reference: Spur left.

15.749 20420F Clean and remove material from culvert catchbasin and inlet.

15.788 Reference: Private drive right to #3391.

15.890 Schooner Creek Road left. End Reconstrction.

EXCAVATION WIDTH

NEAT LINE 12-IN. NOMINAL

BEYOND EXCAVATION LIMIT.

IF REMAINING WIDTH OF EXISTING A.C. IS

LESS THAN 6-FT., REMOVE FULL WIDTH.

SHOULDER WIDTH 36-IN.*

1.5H* 1.0V

3" HOT A.C

PLANT MIX

EXISTING

GROUND

EXCAVATION DEPTH

STRUCTURAL BACKFILL

GEOGRID REINFORCEMENT 2 LAYERS

1 FT SPACING

8" CRUSHED AGGREGATE

COMMERCIAL SOURCE

AGGREGATE DEPTH

2-IN. NOMINAL

LEVELING COURSE

1V 3H*

(SUBGRADE)

A.C. WIDTH EXISTING

SLOPE TO DRAIN 3%

NOMINAL

3H* 1V

METHOD B

SUBGRADE REPLACEMENT WITH GEOGRID

(NOT TO SCALE)

DITCH BOTTOM

12-IN.* NOMINAL BELOW SUBGRADE

ASPHALT THICKNESS

1) DIMENSIONS ARE GIVEN ON ATTACHED ASPHALT SCHEDULES, SHEETS 13 AND 14.

2) DIMENSIONS MARKED WITH AN (*) ASTERISK MAY BE ADJUSTED

BY THE C.O. IN ORDER TO FIT THE EXISTING SITE GEOMETRY.

3) METHOD "C" INCLUDES ALL ITEMS SHOWN FOR METHOD "B"

4) DAYLIGHT ALL EXCAVATED AREAS UNLESS OTHERWISE SHOWN.

5) SAWCUT OR MILL NEAT LINE VERTICAL.

6) BEND OR CUT WELDED WIRE FORM TO FIT FIELD CONDITIONS.

W3.5xW3.5 4x4

(NOT TO SCALE)

OVERLAP END OF FORMS 6-IN.

SUPPORT STRUTS SPACED 24-IN. C-C

OR AS NEEDED

P A

R A

R O

A D

W A

GEOTEXTILE, TYPE I-D

8-FT.

24-IN.

GEOGRID

GEOGRID & FACING DETAILS

GEOGRID

SUPPORT STRUTS, NO.4 WIRE

24-IN. C-C ALONG FACE OF WALL

GEOGRID

WALL FACE

24-IN.

WELDED WIRE FORM

W3.5x3.5 4x4

BATTER FACE 1H:12V

GEOTEXTILE

12-IN. RETURN

BUTT GEOGRID

(NO OVERLAP)

SECURE WITH

HOG RINGS OR

OTHER APPROVED

METHOD

METHOD C DETAIL

DOUBLE-LAYER REINFORCEMENT/WRAPPED FACE

(NOT TO SCALE)

NOTE: REINFORCEMENT LAYER MUST BE

SUPPORTED AT FACE DURING BACKFILLING TO

ACHIEVE VERTICAL SLOPE AT FACE.

24-IN.

FOR DOUBLE LAYER,

4-FT. RETURN FOR

TOP OF BOTTOM LAYER

12 TO 1

BATTER

GEOGRID LENGTHS VARY SEE

ATTACHED SCHEDULE

24-IN.

BENCH VARIES*

2ft. MIN.

EXISTING GROUND

CRUSHED AGGREGATE

COMMERCIAL SOURCE

NOTES:

A.C.

GEOGRID REINFORCEMENT ARE

CONTINUOUS AND EXTEND TO

BACK OF EXCAVATION.

GEOGRID REINFORCEMENT CONTINUOUS,

EXTEND TO BACK OF EXCAVATION BOTH

ENDS

METHOD C DETAIL

SINGLE-LAYER REINFORCEMENT/WRAPPED

FACE (NOT TO SCALE)

NOTE: REINFORCEMENT LAYER MUST BE

SUPPORTED AT FACE DURING BACKFILLING TO

ACHIEVE VERTICAL SLOPE AT FACE.

BENCH VARIES*

2ft. MIN.

24-IN.

EXISTING GROUND

NOTES:

2) Crushed aggregate quantities include base course, leveling course on Method B & C Fill Repairs and shoulder rock on Method A, Method B and Method C Fill Repairs.

1) Begin measurement from the downhill edge of A.C..

1 Included in 43004.

ASPHALT SCHEDULE

MILE POST FILL REPAIR METHOD

EXCAVATION

LENGTH (FOOT)

EXCAVATION

WIDTH (FOOT)

EXCAVATION

DEPTH (FOOT)

EXCAVATION

QUANTITY

(CUBIC YARD)

REINFORCE-MENT

MATTING (SQUARE

FOOT)

AREA OF

GEOGRID

(SQUARE FOOT)

LENGTH OF

WELDED WIRE

FORM (FOOT)

AREA OF TYPE 1-D

GEOTEXTILE

(SQUARE FOOT)

GEOGRID WIDTH

BOTTOM LAYER

(FOOT)

GEOGRID

LENGTH (FOOT)

ASPHALT

REMOVAL (SF)

CRUSHED

AGGREGATE

(CY) 2)

H.M.A.C.

QUANTITY

(TONS)

H.M.A.C.

(INCHES)

MILE

POST

10.528 Skin Patch (75LX5W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4.53 2 10.528

10.831 Skin Patch (155LX8W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 29.97 4 10.831

10.885 Method C1 Fill Repair 140 15 3.1 140 N/A 5320 149 560 38 140 2130 69 38.61 3 10.885

10.948 Skin Patch (115LX6W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 8.34 2 10.948

11.343 Full Depth Patch 47 14 0.5 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 0 23.85 6 11.343

11.385 Skin Patch (30LX6W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.26 3 11.385

11.727 Skin Patch (35LX14W) N/A N/A N/A N/A 490 N/A N/A N/A N/A N/A N/A N/A 8.88 3 11.727 Skin Patch (25LX7W) N/A N/A N/A N/A 175 N/A N/A N/A N/A N/A N/A N/A 2.11 2

11.764 Skin Patch (90LX24W) N/A N/A N/A N/A 2160 N/A N/A N/A N/A N/A N/A N/A 26.1 2 11.764

12.154 Skin Patch (25LX3W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1.36 3 12.154

12.221 Full Depth Patch 100 6 0.5 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 0 21.75 6

12.629 Skin Patch (150LX14W) N/A N/A N/A N/A 900 N/A N/A N/A N/A N/A N/A N/A 36.25 2 12.629

12.668 Skin Patch (60LX8W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 8.7 3 12.668 Skin Patch (65LX8W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 9.43 3

12.725 Skin Patch (115LX15W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20.84 2 12.725

12.952 Skin Patch (50LX13W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 7.85 2 12.952

12.99 Skin Patch (195LX7W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 16.49 2 12.99 Skin Patch (25LX6W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1.81 2

NOTES:

2) Crushed aggregate quantities include base course, leveling course on Method B & C Fill Repairs and shoulder rock on Method A, Method B and Method C Fill Repairs.

1) Begin measurement from the downhill edge of A.C..

1 Included in 43004.

ASPHALT SCHEDULE

MILEPOST FILL REPAIR METHOD

EXCAVATION

LENGTH (FOOT)

EXCAVATION

WIDTH (FOOT)

EXCAVATION

DEPTH (FOOT)

EXCAVATION

QUANTITY

(CUBIC YARD)

REINFORCE-MENT

MATTING (SQUARE

FOOT)

AREA OF

GEOGRID

(SQUARE FOOT)

LENGTH OF

WELDED WIRE

FORM (FOOT)

AREA OF TYPE 1-D

GEOTEXTILE

(SQUARE FOOT)

GEOGRID WIDTH

BOTTOM LAYER

(FOOT)

GEOGRID

LENGTH (FOOT)

ASPHALT

REMOVAL (SF)

CRUSHED

AGGREGATE

(CY) 2)

H.M.A.C.

QUANTITY

(TONS)

H.M.A.C.

(INCHES)

MILE

POST

13.13 Skin Patch (90LX16W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 17.4 2 13.13 Full Depth Patch 8 16 0.5 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 0 4.64 6

13.162 Skin Patch (65LX15W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 17.67 3 13.162

13.456 Skin Patch (80LX13W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12.57 2 13.456

13.602 Skin Patch (18LX5W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1.35 2.5 13.602 Skin Patch(6LX5W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.55 3

13.638 Skin Patch (60LX4W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.9 2 13.638

13.664 Method C2 Fill Repair 80 16 5.1 140 N/A 5200 85 640 25 80 1312 40 23.78 3 13.664

13.731 Skin Patch (55LX9W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.98 2 13.731

13.832 Full Depth Patch 3 17 0.5 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 0 1.23 6 13.832

13.851 Method C2 Fill Repair 70 15 5.1 116 N/A 4340 75 560 24 70 1080 34 19.58 3 13.851

13.197 Skin Patch (20LX7W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.54 3 13.197

13.94 Skin Patch (35LX8W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.38 2 13.94

13.965 Skin Patch (215LX6.5W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 25.33 3 13.965

14.025 Skin Patch (115LX7W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 9.73 2 14.025

14.244 Method C1 Fill Repair 57 10 3.1 41 N/A 1596 61 228 28 57 649 20 11.76 3 14.244

14.268 Full Depth Patch 72 14 0.91 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 25 18.27 3 14.268

14.413 Method C1 Fill Repair 90 15 3.1 90 N/A 3420 96 360 38 90 1380 44 25.01 3 14.413

14.438 Skin Patch (70LX6W) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.08 2 14.438

14.516 Skin Patch (130LX13W) N/A N/A N/A N/A 3,380 N/A N/A N/A N/A N/A N/A N/A 40.84 4 14.516

15.441 Full Depth Patch 4 17 0.5 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 0 2.47 6 15.441

15.558 Full Depth Patch 3 5 0.5 0 1/ N/A N/A N/A N/A N/A N/A 0 1/ 0 0.54 6 15.558

OUTSLOPE -5% MIN.

AWAY FROM ROADWAY

MAX DEPTH 8'

5' MIN. FROM SLOPE ON ALL SIDES

1V:1 12 H SLOPE

DISPOSAL SITE TYPICAL

NOTES:

1) SCATTER SLASH OVER DISPOSAL

MATERIAL.

2) DISPOSAL AREA LIMITS TO BE

MARKED BY THE CO.

1V:1 12 H SLOPE

TO 1700 RD

GENERAL NOTES

Saw cut or mill vertical neat lines at all areas requiring asphalt removal.

Pay item 43007 - Fill cracks designated by the C.O. with material meeting subsection 703.01 or 703.13 up to within 2" of the surface.

All culverts with flowing water are considered stream channels. Submit a Dewatering Plan for the Contracting officers approval 10 days prior to starting work in stream. Dewater sites prior to starting work.

Salvage existing aggregate and other suitable excavated materials. Utilize as suitable backfill material.

See FSSS 107 Protection and Restoration of Property and Landscape for seasonal restrictions.

Pay items 40401, 43004, and 43007: apply emulsified asphalt at the rate of 0.15 gal/S.Y.

Water source designation, use and access, including all rights and responsibilities is the responsibility of the contractor.

Pay item 43007 - Includes asphalt needed to level road template at specified widths prior to placing the 2" uniform skin patch.

8) to all asphalt surfaces prior to paving.

123456

7 8 9 10 11 12

1314151617

19 20 21 22 23 24

2627282930

31 32 33 34 35 36

161718

19 20 21

282930

31 32 33

7 8 9

161718

19 20 21

282930

31 32 33

7 8 9

161718

19 20 21

7 8 9

11 12

131415161718

19 20 21 22 23 24

11 12

23 24

11 12

23 24

35 36

131415161718

19 20 21 22 23 24

252627282930

31 32 33 34 35 36

23 24

35 36

CUTLER

CITY

KERNVILLE

109 1700

SILETZ RIVER

DRIFT

CREEK

O C

1700111

SALMON RIVER

LINCOLN

CITY

BEAR CREEK ROAD

SCHOONER

CREEK ROAD

0 1 2 3

MILES

OTIS

R 10 W R 9 WR 11 W

T 6 S T 7 S

T 8 S

MINSKI QUARRY

DISPOSAL AREA

BORROW SOURCE

BEGINNING OF PROJECT

MP 10.35

SIGN LOCATION #1

END OF PROJECT

MP 15.89

SIGN LOCATION #2

DRIFT CREEK FALLS TRAIL HEAD

ROAD 1700

RECONSTRUCTION

AHEAD

XX / XX TO XX / XX

EXPECT DELAYS

TOTAL CLOSURE

MP XX TO XX

XX / XX TO XX / XX

ROAD 1700

RECONSTRUCTION

X MILES AHEAD

XX / XX TO XX / XX

EXPECT DELAYS

TOTAL CLOSURE

MP XX TO XX

XX / XX TO XX / XX

1-A

AND

2-A

1-B

AND

2-B

3-A

3-B

SIGN LOCATION #3

SIGN LOCATION #4

ROAD

NOT OPEN TO

HWY 18

SIGN LOCATIONS #1 AND #2SIGN LOCATION #3SIGN LOCATION #4

ROAD

CLOSED

TYPE III BARRICADE & ROAD

CLOSED SIGN

File details come from the government source that posted it. Updated Nov 14, 2017.