d. Final Ten Cent Creek Drawings.pdf

TEN CENT LOWER UPPER

ITEM # DESCRIPTION UNIT NOTES

151.01 MOBILIZATION & BONDING LS

CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT IS CLEAN AND WEED FREE PRIOR TO MOBILIZATION

TO SITE.

152.01

CONSTRUCTION SURVEY &

STAKING

LS ALL ALL ALL INCLUDES STAKING ROADWAY STATIONS, STRUCTURE LOCATION, AND STREAM CHANNEL CONSTRUCTION.

157.01

SOIL EROSION &

POLLUTION CONTROL

LS ALL ALL ALL

INCLUDES THE INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL DEWATERING

IMPLEMENTATIONS AND EROSION & POLLUTION CONTROL DEVICES (I.E. SILT FENCE, STRAW BALES, ETC.). SEE GENERAL NOTE #4.

201.01 CLEARING & GRUBBING ACRE 0.50 0.50 0.50

ALL AREAS TO BE CLEARED AND GRUBBED WILL BE IDENTIFIED BY C.O. PRIOR TO CONTRACT

IMPLEMENTATION.

203.01

REMOVAL OF EXISTING

CULVERT

EA 1.00 1.00 1.00

INCLUDES REMOVAL & DISPOSAL OF EXISTING CULVERT FROM GOVERNMENT OWNED LANDS. MATERIAL

BECOMES PROPERTY OF THE CONTRACTOR.

208.01 EXCAVATION CY 900.00 2150.00 1220.00

BACKFILL OF NEW STRUCTURES IS INCLUDED WITH THIS ITEM. BACKFILL ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

251.01

PLACED RIP RAP, CLASS

CY 0.00 20.00 20.00 RIP RAP MATERIAL SHALL BE OBTAINED FROM A COMMERCIAL SOURCE PROVIDED BY THE CONTRACTOR.

322.01

MINOR AGGREGATE

COURSES, COMPACTION

METHOD B (GFP)

CY 100.00 100.00 100.00

AGGREGATE MATERIAL SHALL BE OBTAINED FROM THE 45 ROAD PIT STOCKPILE DESIGNATED BY THE

C.O. INCLUDES BEDDING COURSE FOR STRUCTURE FOOTERS.

603.01-A

INSTALL 19' CLEAR SPAN

X 3' CLEAR HEIGHT X

34' LENGTH 3-SIDED

OPEN BOTTOM BOX

CULVERT INCLUDING

FOOTERS (GFP)

LS ALL - -

INCLUDES INSTALLATION OF PRE-CAST CONCRETE OPEN BOTTOM BOX CULVERT INCLUDING INLET WING

WALLS, FOOTERS, AND ALL APPURTENANCES. ALL MATERIALS, EXCEPT FOR GROUT, WILL BE

FURNISHED BY THE GOVERNMENT.

603.01-B

INSTALL 12' SPAN X 4'-

1" RISE X 72' LENGTH

STRUCTURAL PLATE ARCH

(GFP)

LS - ALL -

INCLUDES INSTALLATION OF PRE-CAST CONCRETE FOOTERS, STRUCTURAL PLATE ARCH, AND ALL

APPURTENANCES. ALL MATERIALS, EXCEPT FOR GROUT, WILL BE FURNISHED BY THE GOVERNMENT.

603.01-C

INSTALL 12' SPAN X 4'-

1" RISE X 65' LENGTH

STRUCTURAL PLATE ARCH

(GFP)

LS - - ALL

INCLUDES INSTALLATION OF PRE-CAST CONCRETE FOOTERS, STRUCTURAL PLATE ARCH, AND ALL

APPURTENANCES. ALL MATERIALS, EXCEPT FOR GROUT, WILL BE FURNISHED BY THE GOVERNMENT.

648.01-A

STREAMBED SIMULATION

(CLASS 2, METHOD A)

CY 30.00 20.00 20.00

648.01-B

STREAMBED SIMULATION

(CLASS 4, METHOD A)

CY 60.00 108.00 108.00

648.02

CHANNEL ROCK (KEY

PIECES)

CY 15.00 12.00 12.00

SEE STREAM SIMULATION SHEET FOR EACH CROSSING FOR KEY PIECE DETAILS. AS STATED ABOVE, IT

IS EXPECTED THAT ALL NEEDED MATERIAL WILL COME FROM EACH SITE EXCAVATION. THE

CONTRACTOR SHALL INFORM THE C.O. IMMEDIATELY IF THEY SUSPECT THERE WILL BE A SHORTAGE OF

KEY PIECE MATERIAL.

CONTRACTOR SHALL STOCKPILE, SORT, AND USE SUITABLE MATERIAL FROM EXCAVATION FOR

STREAMBED SIMULATION TO MEET REQUIRED GRADATION. IT IS ESTIMATED THAT ALL NEEDED

MATERIAL WILL COME FROM EACH SITE EXCAVATION. THE CONTRACTOR SHALL INFORM THE C.O.

IMMEDIATELY IF THEY SUSPECT THERE WILL BE A SHORTAGE OF STREAM SIMULATION MATERIAL.

ALL

QUANTITY

CORNER LENGTH DIRECTION ELEVATION

A 105.379' S 30 °17'45.95" E 4444.456 B 123.855' S 34 °56'42.17" E 4444.456 C 93.704' S 48 °47'27.48" E 4444.456 D 114.087' S 50 °41'37.86" E 4444.456

STRUCTURE CORNERS*

PROPORTION CLASS 2 CLASS 4

1 UNIT 2"-5" 4"-10"

2 UNITS 3/4"-2" 1 3/4"-4"

2 UNITS 1/4"-3/4" 1/2" - 1 3/4"

1 UNIT 0-1/4" 0 - 1/2"

STREAMBED SIMULATION MATERIAL

A 47.518' S 67 °28'01.61" E 4526.022' B 52.813' S 79 °48'26.00" E 4526.022' C 117.767' S 55 °29'25.69" E 4523.504' D 120.002' S 61 °10'30.90" E 4523.504'

2 UNITS 3/4"-2" 1 3/4"-4"

2 UNITS 1/4"-3/4" 1/2" - 1 3/4"

A 71.585' S 21 °05'10.11" E 4742.282' B 83.555' S 21 °42'35.74" E 4742.282' C 100.170' S 19 °07'18.66" E 4739.684' D 109.047' S 14 °41'37.67" E 4739.684'

2 UNITS 3/4"-2" 1 3/4"-4"

2 UNITS 1/4"-3/4" 1/2" - 1 3/4"