AG03K0S150004Drawings.pdf

SPECIFICATION NOTES

151: ALL CONSTRUCTION EQUIPMENT SHALL BE WASHED AND INSPECTED PRIOR TO ENTERING THE PROJECT AREA. EQUIPMENT IS EXPECTED TO PROCEED DIRECTLY TO THE JOB SITE FOLLOWING THE INSPECTION AND TO NOT LEAVE THE DESIGNATED WEED MANAGEMENT DISTRICT WHEREIN THE JOB SITE EXISTS. EQUIPMENT LEAVING THE DESIGNATED WEED MANAGEMENT DISTRICT WILL NEED TO BE RECERTIFIED AS WEED FREE BEFORE BEING ALLOWED TO RETURN TO THE JOB SITE.

156: THE TRAIL MAY BE CLOSED FOR A PERIOD OF UP TO 21 CONSECUTIVE DAYS. FURNISH PROPER CLOSURE DEVICES FOR THE TRAIL

CLOSURE AS APPROVED BY THE CO.

203: UNLESS OTHERWISE SHOWN ON PLANS OR DESIGNATED BY CO, REMOVE ALL DESIGNATED MATERIAL FROM THE PROJECT, DISPOSAL METHOD A.

204: ALL EXCESS EXCAVATION SHALL BE HAULED OFF SITE, USING SECTION 203 DISPOSAL METHOD A.

ALL EXCAVATION MATERIAL INCORPORATED INTO THE PROJECT UNDER THIS SECTION SHALL BE MECHANICALLY TAMPED IN 6

INCH LAYERS.

208: ALL BACKFILL MATERIAL SHALL CONFORM TO SECTION 704.04. ALL EXCAVATION MATERIAL FROM THIS SECTION INCORPERATED INTO THE PROJECT SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY ACCORDING TO AASHTO T 99, METHOD C. MATERIAL

EXCAVATED UNDER THIS PAY ITEM MAY BE USED AS BACKFILL MATERIAL.

619: DISPOSE OF ALL EXCESS MATERIAL USING SECTION 203 DISPOSAL METHOD A.

GENERAL NOTES

1. MATERIALS AND CONSTRUCTION FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2003 STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAYS (FP-03).

2. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING FOR THE PROJECT.

3. THE CONTRACTOR IS RESPONSIBLE FOR MINIMIZING SEDIMENT AND DEBRIS CAUSE BY CONSTRUCTION ACTIVITY FROM ENTERING THE STREAMBED. NO WHEELED OR TRACKED EQUIPMENT SHALL BE USED IN STREAMBEDS WITHOUT PRIOR APPROVAL OF CO.

4. ESTIMATE OF QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL

QUANTITIES, VOLUMES AND LENGTHS.

5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY BURIED UTILITIES PRIOR TO BEGINNING WORK.

6. ACCESS TO THE PROJECT SHALL BE OVER EXISTING TRAILS. COORDINATE ACCESS WITH THE CO AT LEAST 10 DAYS BEFORE THE DESIRED

ACCESS DATE NEED.

ESTIMATE OF QUANTITIES

NOTE - ESTIMATE OF QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL QUANTITIES, VOLUMES AND LENGTHS.

SHEET OF

FILENAME:

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

REVISIONDATE BYU.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REVIEWED: DATE: 82

CLIFFBLUFF.DWG

05/2015 05/2015 05/2015

J. NOLAND

J. NOLAND

S. VANSICKLE

ESTIMATE OF QUANTITIES

PROJECT NOTES &

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT

LEWIS & CLARK NATIONAL FOREST

R. STOVALL 05/2015

ITEM DESCRIPTION

METHOD OF

MEASURE PAY UNIT MEASURE

15101 Mobilization LSQ Lump Sum 1 20304A Asphalt and Fence Removal, Disposal Method A LSQ Lump Sum 1 20474 Excavation, Compaction Method F CQ CY 48 20701 Earthwork Geotextile Type II-A CQ SY 255 20801 Structure Excavation CQ CY 3 32203 Aggregate Base, Grading D, Compaction Method D CQ CY 43 40401 Minor Hot Asphalt Concrete CQ Tons 28 60505 Geocomposite Sheet Drain System CQ SY 124 60551 6 Inch Outlet Pipe AQ LF 32 61906A Remove and Reset Fence, 4' Height AQ LF 35 61906B Remove and Reset Fence, Posts, 2' Height AQ EA 76

BEGIN PROJECT

END PROJECT

PROJECT ACCESS ROAD

SEE NOTES ON SHEET 2

GIANT SPRINGS ROAD

TO RIVER DRIVE

SHEET OF

FILENAME:

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

REVISIONDATE BYU.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REVIEWED: DATE: 83

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J. NOLAND

J. NOLAND

S. VANSICKLE

MAP

AREA

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT

LEWIS & CLARK NATIONAL FOREST

R. STOVALL 05/2015

PROJECT ACCESS ROAD

SHEET OF

FILENAME:

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

REVISIONDATE BYU.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REVIEWED: DATE: 84

CLIFFBLUFF.DWG

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J. NOLAND

J. NOLAND

S. VANSICKLEWORKLIST

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT

LEWIS & CLARK NATIONAL FOREST

R. STOVALL 05/2015

STATION (FEET) PAY ITEM WORK DESCRIPTION

0+00 BEGIN PROJECT

20701 BEGIN EARTHWORK GEOTEXTILE TYPE II-A

20801 BEGIN STRUCURAL EXCAVATION

32203 BEGIN AGGREGATE BASE

40401 BEGIN MINOR HOT ASPHALT CONCRETE

61906A BEGIN REMOVE AND RESET FENCE, 4' HEIGHT

0+02 20474 BEGIN EXCAVATION

0+08 20801 END STRUCTURAL EXCAVATION

20304A BEGIN ASPHALT REMOVAL

0+28 60505 BEGIN GEOCOMPOSITE SHEET DRAIN SYSTEM

0+35 61906A END REMOVE AND RESET FENCE, 4' HEIGHT

20304A BEGIN REMOVAL EXISTING FENCE

61906B BEGIN REMOVE AND RESET FENCE, POSTS, 2' HEIGHT

0+92 PROTECT CONCRETE SURFACE DRAIN

1+13 BEGIN ELIMINATE EXISTING TURNOUT FROM NEW CONSTRUCTION

1+24 PROTECT BENCH.

1+37 END ELIMINATE EXISTING TURNOUT FROM NEW CONSTRUCTION

2+77 60505 END GEOCOMPOSITE SHEET DRAIN SYSTEM

60551 BEGIN 6 INCH OUTLET PIPE

4+41 20304A END REMOVAL ASPHALT

20304A END FENCE REMOVAL

20701 END EARTHWORK GEOTEXTILE TYPE II-A

32203 END AGGREGATE BASE

40401 END MINOR HOT ASPHALT CONCRETE

20474 END EXCAVATION

61906B END REMOVE AND RESET FENCE, POSTS, 2' HEIGHT

END PROJECT

WORKLIST

LEGEND:

EXISTING FENCE

EXISTING EDGE OF TRAIL

GEOCOMPOSITE SHEET DRAIN

00 20' 40'

EXISTING ROCK RETAINING WALL,

DO NOT DISTURB

CONCRETE SURFACE DRAIN,

DO NOT DISTURB

PAY ITEM 61906A

OUTLET PIPE AS

STAKED BY COR

ACCESS ROUTE TO PROJECT

PAY ITEM 61906B

EXISTING BENCH

SHEET OF

FILENAME:

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

REVISIONDATE BYU.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REVIEWED: DATE: 85

CLIFFBLUFF.DWG

05/2015 05/2015 05/2015

J. NOLAND

J. NOLAND

S. VANSICKLE

VIEW

PLAN

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT

LEWIS & CLARK NATIONAL FOREST

CL

TYPICAL TRAIL SECTION

NO SCALE

1.5:1

1.5:1

EXISTING

BACK SLOPE

EXISTING

FILL SLOPE

2% OUTSLOPE

5 FT

6 FT

EXISTING

GROUND

3:1 3:13:1

3:1

40401 MINOR HOT ASPHALT

CONCRETE, 2 INCH DEPTH

32203 AGGREGATE

BASE, 5 INCH DEPTH

2% OUTSLOPE

61906 FENCE

SEE SHEET 6 AND 7 FOR DETAILS

60505 GEOCOMPOSITE SHEET DRAIN SYSTEM,

SEE SHEET 6 FOR DETAILS

AS STAKED

6 FT OC 6 FT OC

2 FT

1 FTEXISTING

GROUND

4" X 4"

POST

TYPICAL 2' FENCE PROFILE

NO SCALE

NOTES:

THIS TYPICAL

CORRESPONDS TO PAY

ITEM 61906B.

A

A

SECTION A-A

NO SCALE

2 FT

1 FT

4" X 4"

POST

4"

FENCE NOTES:

1. ITEMS INCLUDED IN 61906B: MODIFYING EXISTING POSTS TO 3' HEIGHT, TREATING FIELD

CUTS AND ABRASIONS, STAINING, AND SETTING REUSED POSTS.

2. EXISTING POSTS CAN BE REUSED FOR NEW FENCE. ANY CUTS SHALL BE FIELD TREATED AND

STAINED TO MATCH EXISTING STAIN.

3. POST SHALL BE PLACED AND COMPACTED USING SPECIFICATION 619.

SHEET OF

FILENAME:

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

REVISIONDATE BYU.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REVIEWED: DATE: 86

CLIFFBLUFF.DWG

05/2015 05/2015 05/2015

J. NOLAND

J. NOLAND

S. VANSICKLE

FENCE DETAILS

TRAIL DETAILS

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT

5 FT OC

2 FTEXISTING

GROUND

4" X 4"

POST

TYPICAL 4' FENCE PROFILE

NO SCALE

NOTES:

THIS TYPICAL

CORRESPONDS TO PAY

ITEM 61906A.

4 FT

5"

5"

38"

EXISTING METAL

RAIL B

B

SECTION B-B

NO SCALE

4 FT

2 FT

5"

4" X 4"

POST

4"

EXCAVATION DETAILS

NO SCALE

NOTES:

THIS TYPICAL

CORRESPONDS TO PAY

ITEM 20474 AND 20801.

EXISTING

GROUND

EXCAVATION

AND BACKFILL

UNDER ITEM

20801

STATION 0+00

EDGE OF

AGGREGATE BASE

18"

18"

EXCAVATION

AND BACKFILL

UNDER ITEM

20474

STATION 0+10

EXCAVATION

UNDER ITEM

20474

BRIDGE ABUTMENT

FENCE NOTES:

1. ITEMS INCLUDED IN 61906A: FIELD TREATING, STAINING, AND SETTING REUSED POSTS,

PLACING REUSED METAL RAILS, AND ASSOCIATED WORK.

2. EXISTING POSTS CAN BE REUSED FOR NEW FENCE. ANY CUTS SHALL BE FIELD TREATED AND

STAINED TO MATCH EXISTING STAIN.

3. POST SHALL BE PLACED AND COMPACTED USING SPECIFICATION 619.

4. LEG SCREWS SHALL BE REUSED TO ATTACH THE RAILS TO THE POST.

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DATE:

DATE:

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FOREST SERVICE

REVIEWED: DATE: 87

CLIFFBLUFF.DWG

05/2015 05/2015 05/2015

J. NOLAND

J. NOLAND

S. VANSICKLE

EXCAVATION DETAILS

FENCE DETAILS

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT

LEWIS & CLARK NATIONAL FOREST

R. STOVALL 05/2015

EXCAVATION NOTES:

1. FROM STATION 0+00 TO STATION 0+10, EXCAVATE MATERIAL 4 FEET DEEP AND 5 FEET

WIDE. BACKFILL WITH MATERIAL THAT CONFORMS TO THE APPROPRIATE SECTION, 208

AND 204.

2. FROM STATION 0+10 TO THE END OF THE PROJECT, EXCAVATE BASE MATERIAL AND

DISPOSE OF OFF SITE ACCORDING TO SECTION 203.

NOTES:

1. PERFORATED AND NON-PERFORATED PIPE SHALL BE 6-INCH

CORRUGATED POLYETHYLENE

2. ELBOWS, CAPS, AND TEES ARE INCIDENTAL TO ITEM 60505.

3. OUTLET PIPE SHALL BE BURIED TO POINT OF TERMINATION,

AND SLOPED TO DRAIN. THE OUTLET PIPE SHALL BE

NON-PERFORATED CORRUGATED POLYETHYLENE.

4. LOCATION OF THE OUTLET PIPE SHALL BE DESIGNATED BY

ENGINEER.

5. THE CONTRACTOR SHALL EXERCISE CARE TO AVOID

DAMAGING THE PREFABRICATED UNDERDRAIN DURING

CONSTRUCTION.

6" N

0N -P

ER

FO

RA

TE

D

PI

PE

AT

S

TA

TI

O

N

+7

6" P

ER

FO

RA

TE

D

DR

AI

N

P

IP

E W

RA

PP

ED

BY

G

EO

CO

M

PO

SI

TE

0+28

GEOCOMPOSITE SHEET DRAIN

SIDE VIEW

1 FT

OVERLAP OF FABRIC SHALL

NOT BE LESS THAN 1 FOOT

COMPACT TO 85% OF

AASHTO T-99 WITHIN

1 FT OF GEOCOMPOSITE

DRAIN AND PIPE

CONFORMING TO 605.04

PREFABRICATED

GEOCOMPOSITE

DRAIN SYSTEM

WITH FABRIC

ON BOTH SIDES

PERFOREATED PIPE,

TYPE CORRUGATED

POLYETHYLENE

SEE SHEET 6 FOR

ASPHALT AND BASE

TYPICAL

COMPACTED

BACKFILL

BACKFILL AS

SPECIFIED IN

SECTION 605

OF THE

SUPPLEMENTAL

SPECIFICATIONS

4 FT

GEOCOMPOSITE SHEET DRAIN

FRONT VIEW

PLACE PREFABRICATED

GEOCOMPOSITE DRAIN

TO FOLLOW REPLACED

FILL EDGES

PIPE END CAP

PREFABRICATED

DRAIN

SYSTEM

COMPACTED

BACKFILL

GEOCOMPOSITE SHEET DRAIN

TOP VIEW

DRAIN OUTLET,

SEE DETAILS

BACKFILL AS

SPECIFIED IN

SECTION 605

OF THE

SUPPLEMENTAL

SPECIFICATIONS

DRAIN OUTLET

SCREEN

NO SCALE1

" MESH, 19 GAGE

GALVANIZED HARDWARE

CLOTH 12"x12"

CUT

10 GAGE WIRE GALVANIZED

2+77

NO SCALE

NO SCALE

NO SCALE

PIPE CONNECTION

WIDTH AS

NEEDED FOR

INSTALLATION

DRAIN OUTLET

PROFILE VIEW

NO SCALE

EXISTING GROUND

OUTLET PIPE

CLASS 2 RIPRAP

1 FT

4 FT DRAIN OUTLET

PLAN VIEW

NO SCALE

4 FT

3 FT

OUTLET PIPE

CLASS 2 RIPRAP

SHEET OF

FILENAME:

DRAWN:

DESIGNED:

CHECKED:

DATE:

DATE:

DATE:

REVISIONDATE BYU.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REVIEWED: DATE: 88

CLIFFBLUFF.DWG

05/2015 05/2015 05/2015

J. NOLAND

J. NOLAND

S. VANSICKLE

DRAIN DETAILS

GEOCOMPOSITE SHEET

ASPHALT REPLACEMENT

CLIFF BLUFF TRAIL

GREAT FALLS, MT