Old_Cascade_2014_Revised_Map_Drawings.pdf

AG-0261-S-14-0109

Attachment 2

50285

50199

50165

50900

50165

50198

50487

50165

50183

51851

51848

50150

51680

51854

51677

51850

51682 51679

51599

51849

51678

50997

353433

20 24

32 36

16 15 1417 13±

T 17 N

R 1 E

OLD CASCADE ROAD - 2014

Revised Vicinity Map Sheet 2

Co ld Spring

Creek

Mi ll Creek

Cold Spring Summit

Shingle Flat Pit Disposal Area

Closure Point Road 50150

Pit Run Source

<== HWY 95 - 4 mi

Begin Project 282+30

End Project 348+00

STATION ITEM NO QUANTITY UNIT DESCRIPTION OF WORK REMARKS

282+30 start of project

Junction with roads 51849 and road 50150 which is also called Cutoff Saddle

282+30 - 348+00 303 (26) 1.24 mi Roadbed reconditioning

282+30 - 348+00 201 (03) 1.24 mi Brushing, moderate/light

282+30 - 296+00 204 (01a)

52 CY

see note at end of table

Average road width is 13 feet, road grade varies from

8% to 13%.

282+30 - 314+00 303 (26)

About 65 large rocks need to be removed or covered.

See note at end of table.

283+30 204 (67a) 1 ea reshape existing dip

287+50 204 (67a) 1 ea

292+80 204 (67a) 1 ea

Construct earthen dip Construct earthen dip Construct earthen dip

296+00 - 323+00 20401a) 600 CY Average road width is 11.4 feet, road grade varies from 8% to 13%.

296+35 -296+75 204 (01a) 23 CY existing width is about 12'.

297+50 204 (67a) 1 ea

298+80 204 (67a) 1 ea

299+00 - 299+40 204 (01a) 23 CY existing width is about 11'.

302+00 204 (67a) 1 ea

303+70 - 304+10 204 (01a) 23 CY see note at end of table

Construct turnout, widen to 20' with 10' tapers, see note at end of table.

Construct earthen dip

Construct earthen dip

Construct turnout, widen to 20' with 10' tapers, see note at end of table

Construct earthen dip

Construct turnout, widen to 20' with 10' tapers, see note at end of table existing width is about 10'

305+30 204 (67a) 1 ea Construct earthen dip

307+30 204 (67a) 1 ea Construct earthen dip

309+20 204 (67a) 1 ea Construct earthen dip

311+00 204 (67a) 1 ea Construct earthen dip

314+00 - 348+00 303 (26) About 55 large rocks need to be removed or covered.

See note at end of table.

314+00 204 (67a) 1 ea Construct earthen dip

317+80 204 (67a) 1 ea Construct earthen dip

318+90 - 319+30 204 (01a) 23 CY Construct turnout, widen to 20' with 10' tapers, see note at end of table.

existing width is about 13'.

321+30 204 (67a) 1 ea Construct earthen dip

322+80 204 (67a) 1 ea Construct earthen dip

Old Cascade Road 2014

SHEET 4

STATION ITEM NO QUANTITY UNIT DESCRIPTION OF WORK REMARKS

Old Cascade Road 2014

323+00 - 348+00 204(01a) 52 CY see note at end of table Average road width is 13.8 feet, road grade varies from -2% to +10%

323+50 - 324+00 204(01a)

Existing turnout, bedrock in road bed. Import 24 CY of borrow from excavation for turnout at 327+00 to

327+40, or import pit run with fines.

325+80 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

327+00 - 327+40 204 (01a) 24 CY Construct turnout, (widen to 20' with 10 ' tapers ) use excavated material for road bed at 323+50 to

324+00 ( 24 CY)

328+00 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

332+00 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

336+00 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

337+20 - 337+60 204 (01a) 24 CY Construct turnout, (widen to 20' with 10' tapers ) spread material to fill gullies and reshape road

340+30 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

343+50 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

345+85 204 (67c) 1 ea Construct armored grade dip, (24 CY pit run)

348+00 end of project This point is called Cold Springs Summit. This point is the end of Old Cascade project of 2013.

Classification is a visual estimate shown for informational purposes. Pay items are bid and payed for at one rate and to not vary by classification. Conttractor is responsible for verifing ground conditions prior to bidding.

Notes for 204(01). Widen road to 12' Minimum, remove berms as needed, outslope to 2 - 4%. Material generated by widening and by turnout construction shall be incorporated into the road surface and will be used to fill gullies and cover large rocks in the roadbed. See FSSS 204 and FSSS 303. Cutslopes shall be 3/4 : 1 and fill slopes shall be 1 1/3 :1

SHEET 5