6_Plans_EFCharlieCreekCulvert.pdf

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

SUMMARY OF QUANTITIES &

GENERAL NOTES

3 TYPICAL SECTION & POINTS

4 ROAD PLAN & PROFILE

5 CULVERT GENERAL LAYOUT

6 CULVERT DETAILS

7 FOUNDATION DETAILS

8 PRECAST FOOTING DETAILS

9 STREAM DETAILS

STREAM DEWATERING

REQUIREMENTS

XS1 ·XS2 ROADWAY CROSS SECTIONS

MATERIAL SOURCES

GOVERNMENT FURNISHED

WASTE SITE

BACKFILL

CONTRACTOR FURNISHED

RIP RAP

CRUSHED AGGREGATE

COARSE GRANULAR BACKFILL

(FOR GEOCELL)

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

CONSTRUCTION PLANS FOR:

EAST FORK CHARLIE CREEK

CULVERT REPLACEMENT

NFSR #299 MP 6.10

IDAHO PANHANDLE NATIONAL FORESTS

ST. JOE RANGER DISTRICT

BENEWAH COUNTY, IDAHO

T43N

T42N

I s ..

t;

VICINITY MAP

LOCATION MAP

~~D:• -

DISTRICT RANGER

ST.JOE RANGER DISTRiCT

REVI~WEb:}

~::!~'fro\•;

6123.03

USDA FOREST SERVICE

EAST FORK CHARLIE CREEK CULVERT

SUMMARY OF QUANTITIES

& GENERAL NOTES

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GENERAL NOTES

SUMMARY OF ESTIMATED QUANTITIES

CQ= Contract Quantity (See SECTION 109.02(b) of the STANDARD SPECIFICATIONS)

AQ= Actual Quantity; LSQ = Lump Sum Quantity

MOBILIZATION15101 Lump SumLSQ

SEEDING WITH MULCH, DRY METHOD62503 Lump SumLSQ

DEWATERING

EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB62201 HourAQ 8

15730 1Lump SumLSQ

CONSTRUCTION SURVEY AND STAKING15221 Lump SumLSQ 1

PRECAST CONCRETE MEMBER, CULVERT FOOTING553A02 AQ

GRADE CONTROL, ROCK WEIR (CONTRACTOR FURNISHED)25150 EachAQ

STRUCTURE EXCAVATION20806 Lump SumLSQ

EQUIPMENT RENTAL, LARGE DUMP TRUCK62202 HourAQ 8

SOIL EROSION & POLLUTION CONTROL15713 Lump SumLSQ 1

PLACED RIPRAP, CLASS 4, MACHINE PLACED (CONTRACTOR FURNISHED)25101 Cubic YardCQ

CRUSHED AGGREGATE, SURFACING, GRADING F, COMPACTION METHOD E (CONTRACTOR FURNISHED)30809 TonCQ

Linear Foot

REMOVAL OF EXISTING 95" X 67" PIPE-ARCH CULVERT20301 1EachAQ

GEOCELL ABUTMENT STABILIZATION27201 Square YardCQ 62.3

14' SPAN, 5'-7" RISE STRUCTURAL PLATE ARCH, 0.111" THICKNESS60304 AQ Linear Foot 48

21" SPAN, 15" RISE CORRUGATED STEEL PIPE ARCH, 0.064" THICKNESS60201 AQ Linear Foot 52

IMPORTED BACKFILL (GOVERNMENT FURNISHED)20811 Cubic YardCQ 40

CONTROL POINT TABLE CENTERLINE POINTS

USDA FOREST SERVICE

EAST FORK CHARLIE CREEK CULVERT

TYPICAL SECTION

& POINTS

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TYPICAL ROAD SECTION

SECTION

6123.03

USDA FOREST SERVICE

EAST FORK CHARLIE CREEK CULVERT

ROAD PLAN & PROFILE

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LEGEND

PLAN

SCALE IN FEET

0 15 30

E F

C H

A R L I E

C R E E K

PROFILE

LAYOUT POINTS

PLAN

SCALE IN FEET

0 10 20

E

F

C

H

A

R

L

I

E

C

R

E

E

K

SECTION THRU CENTERLINE CULVERT

TYPICAL SECTION

6123.03

USDA FOREST SERVICE

EAST FORK CHARLIE CREEK CULVERT

CULVERT GENERAL LAYOUT

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EAST FORK CHARLIE CREEK CULVERT

CULVERT DETAILS

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ESTIMATED QUANTITIES

CULVERT END BEVEL

RIPRAP DETAIL

STRUCTURAL EXCAVATION & BACKFILL

EAST FORK CHARLIE CREEK CULVERT

FOUNDATION DETAILS

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STREAM SIDE

FILL SIDE

FOOTING DETAIL

INSTALLATION DETAIL

DETAIL A

FOUNDATION NOTES

INFORMATIONAL QUANTITIES

EAST FORK CHARLIE CREEK CULVERT

PRECAST FOOTINGS DETAILS

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PLAN SECTION

ELEVATION

BOLTED ALTERNATE

ELEVATION

PLAN SECTION

WELDED ALTERNATE

ELEVATION

POST-INSTALLED ANCHORS ALTERNATE

MECHANICAL SPLICE DETAIL

PRECAST FOUNDATION ELEVATION

TYPICAL PRECAST SEGMENT

EAST FORK CHARLIE CREEK CULVERT

STREAM DETAILS

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ROCK WEIR PLAN

STREAM PROFILE

SECTION

ROCK WEIR DETAIL

6123.03

USDA FOREST SERVICE

EAST FORK CHARLIE CREEK CULVERT

STREAM DEWATERING

REQUIREMENTS

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PUMP

PUMP

PUMP

SCALE IN FEET

0 5 10

PUMP

PLAN

E F C

H A R L

IE

C R E E K