J8 1560G_REVISED Summary of Quantities_Sheet T9A.pdf

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New Road Construction, Forest Service Road 1560G: Monongahela National Forest
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12343420Q0013
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PAGE

T9A

Method

!ADDITIONAL WIDTH (FT

Item No. Description Measure

Unit Quantity TO

FROM STATION

STATION

LEFT RIGHT DESCRIPTION

35+98 36+48 varies 0 Taper Clearing and Grubbing, Slash Treatment Methods

201(01) for Top and Limbs ( 4), Logs ( 4), and stumps ( 4), DQ ac 2.90 36+48 36+98 10' 0 Turnout Left

Utilization of Timber 36+98 37+48 varies 0 Taper

203(01) Excavation, Placement Method 1 DQ yd 3 2358 43+47 43+97 0 varies Taper

203(16) Drainage Excavation, Type Outlet Ditches DQ ft 117 43+97 44+47 0 10' Turnout Right

203(16)A Drainage Excavation, Construct Broad Base Dip DQ Each 5 44+47 44+97 0 varies Taper

54+45 54+95 varies 0 Taper 204(01) Temporary Seeding and Fertlilizing AQ ac 2.20 54+95 55+45 10' 0 Turnout Left

204(05) Straw/Hay Bales AQ Each 16 55+45 55+95 varies 0 Taper

204(07) Silt Fence AQ ft 120 63+93 64+41 varies varies Taper

64+41 64+91 41' 22' Turnaround 251(03)A Placed Riprap, Class II, Method A DQ yd2 16.0 64+91 65+32 varies varies Taper

Crushed Aggregate Base, 1 1/2 Crusher Run 304(11)A

Compaction B

VQ T 584

Crushed Aggregate Base, AASHTO # 2, 304(11)8

Compaction B

VQ T 150 TO COMPACTED DEPTH QUANTITY

FROM STATION GRADING

STATION (INCHES) (TON) LENGTH QUANTITY SIGN 601(01) Mobilization LSQ Is 1

10+00 65+42 4" 1 1/2" CR 584

AS NEEDED FOR BROAD BASE DIPS AASHTO #2 50 6

1 ROUTE MARKER

603B(0l) 18 18 inch HDPE pipe, Type S, Method B SQ ft 126

AS NEEDED FOR ROAD STABLIZATION AASHTO #2 100 4'8" 1 STUB POST

6036(01)24 24 inch HDPE pipe, Type S, Method B SQ ft 86

625(02) Seeding, Hydraulic or Dry Method, with mulch DQ ac 1.10

QUANTIT

633(02) Steel Post DQ ft 12 TYPE SIGN SIGN# SIZE COLOR REFLECTIVITY y

633(16) Route Marker DQ each 1 ROUTE MARKER 1560 G FMl-8 16"X8" BROWN/WHITE H.I.P TYPE III SHEETING 1

H.D.P.E REMARKS

SIZE

THICKN

LENGTH R.F.S. L.F.S.

O.P. O.P. R.R. CONCRETE L.O.D. O.D. Dips

STATION ESS

Outlet Pad Outlet Pad Riprap Inlet Concrete Leadoff Outlet Construct No Skew Reshape Notes

20° Right .luu Left Type II TypeV TypeV Inlet Ditch Ditch New (IN) (IN) (FT) Forward Forward

(YD2) (YD2) (YD2) (YD3) (FT) (FT)

Skew Skew

11+26 18" 26' No Skew 2.0 20'

13+19 18" 26' 20° 2.0 17'

16+99 X

23+50 24" 32' No Skew 2.0 none

27+43 X

29+65 X

32+31 24" 28' No Skew 2.0 7'

37+73 24" 26' No Skew 2.0 20'

43+35 18" 26' 20° 2.0 25'

46+38 18" 24' 20° 2.0 9' USDA FOREST SERVICE

50+98 18" 24' 20° 2.0 19' MONONGAHELA NATIONAL FOREST

60+92 X FOREST ROAD 156OG

63+99 X

SUMMARY OF QUANTITIES

AutoCAD SHX Text USDA FOREST SERVICE MONONGAHELA NATIONAL FOREST FOREST ROAD 1560G SUMMARY OF QUANTITIES

AutoCAD SHX Text T9

AutoCAD SHX Text

PAGE

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