S01 Attachment 2 Amendment 001 12FPC321Q0032-rev.pdf

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VICINITY MAP

Pat

E n7 erg ency

Eubanks Site

Watershed Protection

George County, Mississippi

U.S. Department of Agriculture Natural Resources Conservation Service

ITEM

Protective Cover Earthfill, Class C (offsite) Rock Riorao Geotextile Concrete Grout

Mobilization & Demobilization

L.S. = Lump Sum

PAGE

NO.

QUANTITIES

CONTRACT FINAL PAY

ESTIMATE UNIT UNIT

PRICE

AMOUNT AMOUNT $

1 L.S.

1.500 C.Y.

350 Tons 600 S.Y.

55 C.Y.

1 L.S.

TOTAL

INDEX OF DRAWINGS

DESCRIPTION

Cover Sheet

Pat Eubanks Road Plan

REVISIONS

DOLLARS

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Install 24" CMP (30' Section) 1 L.S.

Notes:

Alignment, Ii m its and placement of rock riprop bank stabilization and CMP will be as directed in the field by the C0R.

Work Limits shall be 100 LF upstream and downstream of rock placement limits and 75 ft left and rig ht of centerline excluding buildings.

:JIJ2NOVII

FENCE

42" RCP

ROCK RIPRAP GRADATION CHART

"'-- GRADATION NO. 1 / GRADATION NO. 2

STONE CUMULATIVE STON�

WEIGHT

c�

�ERCENT GHTER WEIGHT PERCENT LIGHTER

POUNDS

2o/

/5

BY EIGHT POUNDS BY WEIGHT

/'---... 100 200 100

/ 5 O'----- 85 80 50 - 85

15 - 5Q. 40 15 - 50

0 - 15 "'-- 10 0 - 15 Note: Spoils and rock dust that will pass a

3" sieve shall consist of not more than 5% by weight.

POWER

POLE

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PAT EUBANKS ROAD

25' DEEP

GULLY

FLOW

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--1 --1 --1

--1 --1 --1

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EXISTING 24" CMP

TO BE REMOVED

10'

CONCRETE

POWER

LINE

DESCRIPTION OF WORK

PROTECT ROAD AND POWER

POLE WITH EARTHFILL AND

GROUTED ROCK RIPRAP ON

SOUTH BANK. REPLACE 30'

OF 24" CMP (CMP FURNISHED

BY THE COUNTY)

ESTIMATED OU AN Tl Tl ES

EXCAVATION 300 CY

EARTHFILL 1500 CY ROCK

RIPRAP 350 TONS

GEOTEXTILE 600 SY

CONCRETE GROUT 55 CY

SITE LOCATION

N=30-59-03.39 W= 88-28-15. 60

DSR#28-04-20-5294-317

REVISIONS

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