PRELIMINARY_PLANS_MT_BLM_W_2510(1).pdf

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, INDEX TO SHEETS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

MT BLM W 2510(1)

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M e (max)

V

ADT (2035)

ADT (2015)

K. Loftsgaarden

SCALE IN FEET

5 0 5 10

Baldy Mtn

Marmot Mtn

Koch Pk

Pioneer Mtn

Lone Mtn

M A D

IS

O N

R A N

G E

Varney

Ru by C re ek

N

Ennis Lake

U p p e r

R u b y R d

RU

BY

R

IV

E R

Ruby Dam

Virginia City

Alder

Copper Mtn

Ennis

M A

D I S

O N

CameronR

IV

E R roadway reconditioning, and drainage

Asphalt paving, aggregate surfacing, LENGTH 3.644 MILES match existing

25 MPH

See Vicinity Map A.3

PROJECT LOCATION

H. PERMANENT TRAFFIC CONTROL

G. TEMPORARY TRAFFIC CONTROL PLAN

F. EROSION CONTROL

E. BOAT RAMP ROAD/PARKING LOT AND BOAT RAMP

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

H.2

H.1

G.1-5

F.4-6

F.3

F.2

F.1

E.13

E.12

E.11

E.10

E.7-9

E.6

E.4-5

E.3

E.1-2

D.11

D.10

D.9

D.2-8

D.1

C.3

C.2

C.1

B.1-2

A.3

A.2

A.1

LINEAR PAVEMENT MARKINGS

TABULATION OF QUANTITIES

TRAFFIC CONTROL

STANDARD DRAWINGS: TEMPORARY

EROSION CONTROL STANDARDS AND DETAILS

SEDIMENT WATTLE TYPICALS

EROSION AND SEDIMENT CONTROL PLAN

TABULATION OF QUANTITIES

TOPSOIL DETAILS

PARKING DETAILS

WATER SYSTEM DETAILS

VAULT TOILET DETAILS

BOAT RAMP DETAILS

PARKING LOT DETAILS

ENTRANCE ROAD DETAILS

FINISH GRADE DETAILS

EXISTING GROUND DETAILS

STD DRWG. 619-2, CATTLE GUARD

BLM CATTLE GUARD

RIPRAP DETAILS

PLAN SHEETS

TABULATION OF PLAN QUANTITIES

APPROACH ROAD TYPICAL SECTIONS

TYPICAL SECTIONS

TABULATION OF QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

AND DAY USE FACILITY

RUBY CREEK ROAD

MADISON COUNTY, MONTANA

A.1

STATE PROJECT

NUMBER

SHEET

MT

BLM W 2510(1)

P

M

A u g u s t

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m t-b w a a .d g n

S la n in a

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc tio

N

VICINITY MAP

SCALE IN MILES

P r in c ip a l

M e r id ia n o f

M o n ta n a

Creek

Indian

Ruby

C reek

R u b y C r e e k R o a d

Jo hn ny R id ge R oa d

J o h n n y R id g e R o a d

END PROJECT

BEGIN PROJECT

A p p ro x m il e s

T o B o z e m a n

R I V

E R

M A

D

IS

O N

A p p r o x m il e s

Campground Loop A Road

Campground Loop B Road

T o E n is

(Schedule B & C, See Sheet D.8)

(Schedule B & C)

Day Use Facility

(Schedule B & C, See Sheet D.8)

(Schedules A, B & C)

1+12.00

MT BLM W 2510 (1)

RUBY CREEK ROAD

BEGIN ASPHALT PAVING

(Schedules A, B, & C)

153+71.00

MT BLM W 2510 (1)

RUBY CREEK ROAD

END ASPHALT PAVING

A.3

STATE PROJECT

MT BLM W 2510(1)

A

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w a c .d

S la n in a

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

TYPICAL SECTIONS

LC

2%

RUBY CREEK ROAD

FOOTNOTE:

1:

2 1:2

1 1

NO SCALE

C le a r in g l im it s

Existing ground

Profile grade point

C le a r in g l im it s

2% 2%

1:

2 1:2

1 1

Roadway reconditioning

Profile grade point

LC

RUBY CREEK ROAD

8+00.00 to 153+71.00

Existing ground

C le a r in g l im it s

12' Traveled way

TYPICAL SECTION 1

1+12.00 to 8+00.00

TYPICAL SECTION 2

12' Traveled way

2% method 2, 4" compacted depth

Roadway aggregate, 10' Traveled way10' Traveled wayVaries 4' - 5' Varies 4' - 5' method 2, 4" compacted depth

Roadway aggregate, Select borrow Match existing superelevation roadway on curves.

Roadway aggregate may be subsituted for select borrow with the approval of the CO.

See Typical Section Quantities Table, Sheet C.1.

establishment

Turf

3' establishment

Turf

3'

C le a r in g l im it s

Tack coat, grade CSS-1, CSS-1h, SS-1, SS-1h between lifts and aggregate surface

Hot asphalt concrete pavement, placed in 2 equal lifts, 3" total compacted depth between lifts and aggregate surface

Tack coat, grade CSS-1, CSS-1h, SS-1, SS-1h

3" total compacted depth

Hot asphalt concrete pavement, placed in 2 equal lifts, Earthwork geotextile type III-A

C.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w c b .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

Varies 0' - 1'

18" compacted depth

Select borrow, 1:

PRELIM

IN

ARY

Not For

Con str uc

2% Existing groundExisting ground

Proposed asphalt edge

Proposed asphalt edge

CAMPGROUND LOOP B ROAD

CAMPGROUND LOOP A ROAD

1:

1:2

FOOTNOTE:

3%

CAMPGROUND LOOP B ROAD

CAMPGROUND LOOP A ROAD

Profile grade point

NO SCALE

Roadway reconditioning roadway edge

Existing

CAMPGROUND LOOP B ROAD

CAMPGROUND LOOP A ROAD

1:

1:2

3%

CAMPGROUND LOOP B ROAD

CAMPGROUND LOOP A ROAD

Profile grade point

NO SCALE

Existing ground

Roadway reconditioning

C le a r in g l im it s

C le a r in g l im it s roadway edge

Existing

APPROACH ROAD TYPICAL DETAILS TYPICAL SECTIONS

APPROACH ROAD

TYPICAL SECTION 3

LC

LC

LC

LC

Varie s

V a r ie s M in im u m

Hot asphalt concrete pavement

Existing roadway edge

12' Traveled way

' R

R

15'

C.3

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w c c .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

4" compacted depth

Roadway aggregate, method 2, Select borrow

Match existing superelevation roadway on curves.

Roadway aggregate may be subsituted for select borrow with the approval of the CO.

See Typical Section Quantities Table, sheet C.1.

Roadway aggregate, method 2, 4" compacted depth

3" compacted depth

Hot asphalt concrete pavement, PRELIM

IN

ARY

Not For

Con str uc

1+12 TO 9+00

RUBY CREEK ROAD

Match existing super elevation.

Match existing approach road radii.

NOTE:

F lo w

F lo w

N

1+12.00

MT BLM W 2510(1)

RUBY CREEK ROAD

BEGIN PROJECT

1+89.72 =

RUBY CREEK ROAD

DAY USE FACILITY ROAD

0+00.00 =

Existing culvert

Riprap detail, See Sheet D.9

Limits of construction

Existing centerline

See Sheet E.1 - E.12 for details

Centerline of Day Use Facility Road

CUYD

EXC.

CUYD

EMB.

D.2

STATE PROJECT

BLM W 2501(1)

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w fb .d

C h e c k e d b y

D e s ig n e d b y

SCALE IN FEET

0 50 10050

END PROFILE

EL = 5553.30

E = 1409285.4119

N = 301851.2506

EL = 5553.30

8+00.00

MT BLM W 2510(1)

RUBY CREEK ROAD

Low overhead powerline crossing

See Transition Detail this sheet

8+257+75

50'

TRANSITION DETAIL

LC

R

30'-0" R

R

,5

.3

0 3

,5

.9

+0.3191% -0.1100%

60' VC

K = 140

SSD = 2544'

,5

.3

Special ditch profile right

Special ditch profile left & Special ditch profile right

Special ditch profile left &

-0.5556% ,5

.6

,5

.6

+0.5068%

,5

.5

,5

.5

PRELIM

IN

ARY

Not For

Con str uc

9+00 TO 39+00

N

N

See Sheet D.8

Existing culvert

CP

CP00100

15+57.65 =

RUBY CREEK ROAD

LOOP B ROAD

CAMPGROUND

200+00.00 =

Match existing super elevation.

Match existing approach road radii.

2.

1.

Existing centerline

Existing centerline

Limits of construction

Limits of construction

Limits of construction

Limits of construction

SCALE IN FEET

0 50 10050

SCALE IN FEET

0 50 10050

25+00

NOTE:

D.3

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w ff .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

39+00 TO 68+00

N N

Existing culvert

Match existing super elevation.

Match existing approach road radii.

2.

1.

Existing centerline

Existing centerline replace cattle guard Remove and

Limits of construction

Limits of construction

Limits of construction

Limits of construction

SCALE IN FEET

0 50 10050

SCALE IN FEET

0 50 10050

NOTE:

D.4

STATE PROJECT

J u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w fd d .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

68+00 TO 96+00

N N

Existing culvert

Existing culvert

Match existing super elevation.

Match existing approach road radii.

2.

1.

Existing centerline

Existing centerline reset cattle guard

Remove and

Limits of construction

Limits of construction

Limits of construction

Limits of construction

SCALE IN FEET

0 50 10050

SCALE IN FEET

0 50 10050

NOTE:

D.5

STATE PROJECT

u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w fe .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

96+00 TO 126+00

N N

Existing culvert

Match existing super elevation.

Match existing approach road radii.

2.

1.

Existing centerline

Existing centerline

Limits of construction

Limits of construction

Limits of construction

Limits of construction

SCALE IN FEET

0 50 10050

SCALE IN FEET

0 50 10050

NOTE:

D.6

STATE PROJECT

u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w ff f.

d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

153+71.00

MT BLM W 2510(1)

RUBY CREEK ROAD

END PROJECT

126+00 TO 153+71

RUBY CREEK ROAD

N N

Line to be constructed

Line to be constructed

Existing culvert

E = 1410667.1185

N = 315245.6038 da o

R eg di R yn nh oJ

2.

1.

Limits of construction

Limits of construction

Limits of construction

Limits of construction

SCALE IN FEET

0 50 10050

SCALE IN FEET

0 50 10050

NOTE:

R

' R

Match existing super elevation.

Match existing approach road radii.

D.7

STATE PROJECT

u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w fg .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

217+43.51

311+42.07

CAMPGROUND LOOP B ROAD

CAMPGROUND LOOP A ROAD

N

R U

B Y C

R E

E K R

O A

D

B P

O

OL

NU

OR

GP

MAC

Existing culvert

Existing culvert

Existing culvert

Existing culvert

CAMPGROUND LOOP A

CAMPGROUND LOOP B

203+48.87 =

LOOP B ROAD

CAMPGROUND

LOOP A ROAD

CAMPGROUND

300+00.00 =

15+57.65 =

RUBY CREEK ROAD

LOOP B ROAD

CAMPGROUND

200+00.00 =

CAMPGROUND LOOP A ROAD

END

CAMPGROUND LOOP B ROAD

END

Match existing super elevation.

Match existing approach road radii.

2.

1.

Exisiting centerline

Existing centerline

Limits of construction

Limits of construction

Limits of construction

Limits of construction

Limits of construction

Limits of construction Limits of construction

SCALE IN FEET

0 50 10050

15+00

NOTE:

D.8

STATE PROJECT

BLM W 2501(1)

u ly

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w fh .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

Flo w

Limits of construction

Existing 72" x 47" culvert

Limits of construction

Culvert invert type IV-B

Earthwork geotextile, channel bottom

Existing stream

Finished road grade m in

Existing stream bank

Placed riprap, class 4 channel bottom

Existing stream

Flow

Connect to existing riprap

OHW

D.9

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w fi .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

OHW

D

Centerline

6'

EL. = 5554.0

EL. = 5554.0

A

Varies

Varies

RIPRAP DETAILS

RIPRAP PLAN

Existing ground m in

Slope to match existing ground.

Slope to match roadway embankment.2 m in

Placed riprap, class 4

Placed riprap, class 4

24'

A A

A

C

C

B B geotextile, type IV-B

Earthwork

SECTION A-A

SECTION B-B

SECTION C-C

FOOTNOTE:

Integrate existing and placed riprap, class 4

PRELIM

IN

ARY

Not For

Con str uc

DETAILS

EXISTING GROUND

NOTE:

5.

4.

3.

2.

1.

E.2

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g b .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y to ensure personal safety, as well as protect private assets.

Contractor is responsible for securing location of all utilities in order

Utility locations are only approximations and cannot be guaranteed.

Locate line and the tie into it with new water line.

Location of existing waterline is only an approximation.

only.

Use waste areas for excavated material from site grading

All rock removal is incidental to site grading.

than 2-feet in diameter in an area designated by the CO in the field.

do not exceed 2:1 slopes. Separate and stockpile rocks greater

Shape and blend waste material in with the surrounding terrain sections of the subgrade surface at the designated waste areas.

Waste excavated material unsuitable for building up the embankment

PRELIM

IN

ARY

Not For

Con str uc

E.4

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g d .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

SHEET 1 of 2

ENTRANCE ROAD DETAILS

SHEET 1 of 2

ENTRANCE ROAD DETAILS

ENTRANCE ROAD SECTIONS

DITCHES REQUIRED ONLY ON NOTE:

COMPACTED IN PLACE.

INCHES OF AGGREGATE BASE MATERIAL

SURFACE ENTRANCE ROAD WITH 6

IS NOT AVAILABLE.

HARROW OR HAND RAKED IF EQUIPMENT

HARROW TOPSOIL MATERIAL USING ATV

GENERAL CONTOURS OF SUBGRADE.

SHAPE TOPSOIL SHAPED TO MATCH

OF FILL SLOPE, INCLUDING DITCHES.

HINGE TO TOP OF CUT SLOPE OR BOTTOM

PLACE 4 TO 6 INCHES OF TOPSOIL FROM

DRASTIC CHANGES IN WIDTH.

FREE OF MAJOR GRADE BREAKS OR

CREATE ONE CONTINUOUS SURFACE,

CONTOUR ADJOINING ROADWAYS TO

PROPOSED SUBGRADE DAY-USE ROAD.

TIE EXISTING DAY-USE ROAD INTO

ESTIMATED QUANTITIES

Excavation = 800 CUYD

Embankment = 600 CUYD

Waste = 200 CUYD method 2 Roadway aggregate, = 500 CUYDPRELIM

IN

ARY

Not For

Con str uc

PARKING LOT

E.6

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g f.

d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

2.0% GRADE

3:1 FILL

SLOPES - TYP

LC

66.5' 66.5'

2.0% GRADE

3:1 FILL SLOPES WITH

TOPSOIL - TYP

65.0' 65.0'

PARKING LOT C - SUBGRADE SECTION, TYP

(NO SCALE)

PARKING LOT C - FINISH GRADE SECTION, TYP

(NO SCALE)

LC

L

L

3:1 CUT

SLOPE WITH

TOPSOIL - TYP

3:1 CUT

SLOPE WITH

TOPSOIL - TYP

METHOD 2

ROADWAY AGGREGATE,

6" COMPACTED DEPTH,

NO DITCHES ON PARKING LOT SECTIONS

DEPTH OF ROADWAY AGGREGATE BASE MATERIAL.

SURFACE PARKING LOT SHALL WITH 6 INCHES COMPACETE

EXISTING PARKING AREA.

AREA TO BE CAPPED WITH EXCESS SURFACING MATERIAL REMOVED FROM

AREA TO BE ONE CONTINUOUS SURFACE FREE OF MAJOR GRADE BREAKS.

WASTE AREA 2 SHALL SERVE AS AN OVERFLOW PARKING AREA. SHAPE

NEW LOCATION OF VAULT TOILET.

ABANDONED OR WASTED OFFSITE AT THE CONTRACTOR'S EXPENSE.

TIE INTO EXISTING WATERLINE; UNUSED WATERLINE SHALL BE

ESTIMATED QUANTITIES

EXCAVATION = 800 CUYD

EMBANKMENT = 1000 CUYD

WASTE = 0 CUYD

= 1000 CUYD

WASTE =

SILT FENCE = 400 LNFT

PRELIM

IN

ARY

Not For

Con str uc

SHEET 1 of 3

BOAT RAMP DETAILS

E.7

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g g .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

OHW

0+00 0+75

RIVER ELEV = 93.0'

RIVER BOTTOM

FOOTER,

TYP

0+00

CONCRETE

RAMP

0+20 0+40 0+50

RAMP SECTION A-A

(NO SCALE)

SECTION B-B

SEE RAMP

SECTION C-C

SEE RAMP

SEE-SIDE FOOTINGS DETAIL

CUT SLOPES

DAYLIGHT INTO

6" TOPSOIL BETWEEN RAMP SLABS, HYDROSEED AND MAT, SEE SECTIONS

SEE - CUTOFF

FOOTING DETAIL

V-GROOVE

FINISH ON

RAMP PANELS

OVER ENTIRE

AREA - TYP

PANEL - 5 PANEL - 3

PANEL - 2PANEL - 4

PANEL - 1CL

RIPRAP - TYP

CLASS 1

A-A

SECTION

SEE RAMP

SECTION B-B

SEE RAMP

SECTION C-C

SEE RAMP

RAMP PLAN

(NO SCALE)

#4@12" B.W. - TYP

A-A

SECTION

SEE RAMP

EDGE

RIVER'S

4" EDGE FINISH AROUND

ALL RAMP PANELS - TYP

REBAR TO BE CONTINUOUS THRU

ALL RAMP PANELS & FOOTERS - TYP

NOTES:

GROUND

EXISTING

ELEV = 90.0'

SUBGRADE

STA = 50+00

GRADE BREAK

ELEV = 98.0'

FINISH GRADE

STA = 0+00

GRADE BREAK

ELEV. = 96.0'

SUBGRADE

STA = 0+00

GRADE BREAK

MAY VARY

RIVER ELEV = 93'

RIVER ROCK

REMOVE ALL

CUT SLOPES

DAYLIGHT INTO

BOAT RAMP C PROFILEL

0+00

.0

.9

.0

.5

0+50

.0

.6

12.00%

ELEV. = 92.0'

FINISH GRADE

STA = 0+50

GRADE BREAK

SUBGRADE

40'

TYP

60°

20' 20' 10'

VARIES

5' - 12'

5' 8' 5'

CONCRETE

CURB

END OF RAMP

ELEV = 92'

3'

12'

10'

12'

3'

94.0

OHW

94.0

HYDROSEED & MAT - TYP

TOPSOIL, AGGREGATE BASE, & CRUSHED ROCK,

WHEELSTOP - 3 EACH SIDE

PLACE WHEELSTOPS 4 INCHES FROM EDGE OF RAMP SLAB

F lo w

ELEV = 98.0'

WHEEL STOP, CONCRETE (PRECAST) = 6 EACH

EARTHWORK GEOTEXTILE TYPE III-A (WOVEN) = 225 CUYD

CLASS 2 RIPRAP = 5 CUYD

ROADWAY AGGREGATE, METHOD 2 (1" BASE) = 45 CUYD

ROADWAY AGGREGATE, METHOD 2 (3/4" BASE) = 45 CUYD

CONCRETE = 41 CUYD

EXCAVATION = 400 CUYD

ESTIMATED QUANTITIES:

REMOVE COFFER DAM MATERIAL

TO MAINTAIN RIVER BOTTOM ELEV AT END OF

RAMP (ELEV = 92.0').

WASTE COFFER DAM MATERIAL

IN DESIGNATED AREAS.

SWEEP AND OR SCOOP WITH

EXCAVATOR BUCKET, APPROXIMATELY 20' OUT

INTO RIVER TO MOVE RIVER ROCK UP OR DOWN

RIVER OF BOAT RAMP AND TOWARD THE RIVER

BANK AT THE DIRECTION OF THE CO IN THE FIELD.

TYPE III-A (WOVEN)

GEOTEXTILE,

EARTHWORK METHOD 2 (1" BASE)

ROADWAY AGGREGATE,

6" COMPACTED DEPTH

METHOD 2 (3/4" BASE)

ROADWAY AGGREGATE,

6" COMPACTED DEPTH

VIEW FOR RAMP PANELS 1 THROUGH 5 AND SCRS.

PLACE NO MORE THAN ONE CONCRETE RAMP PANEL IN A DAY. SEE PLAN

RAMP CONSTRUCTION SITE.

WORK, STATING THE INTENDED METHOD FOR DEWATERING THE BOAT

SUBMIT IN WRITING 15 DAYS PRIOR TO BEGINNING THIS PHASE OF

AREA IN THE DRY.

ACCOMPLISH ALL CONSTRUCTION IN PROXIMITY TO THE BOAT RAMP

PROCEDURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

ALL METHODS, MATERIALS, EQUIPMENT, INSTALLATION, AND OPERATING

BARRIER AND COFFER DAM MINIMUM REQUIREMENTS.

RESPONSIBILITY OF THE CONTRACTOR. SEE SHEET E.9 FOR SILT

SILT BARRIER, COFFER DAM AND DEWATERING SHALL BE THE SOLE

PRELIM

IN

ARY

Not For

Con str uc

SHEET 2 of 3

E.8

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g h .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

A

12'-0"' 10'-0"' 12'-0"' 3'-0"'

0"-6"

1'-6"'

3'-0"' 3'-0"'

1'-0"-TYP '

1'-6"'

0"-6"

9"

A

3:1 CUT/FILL SLOPE - TYP

4 TO 6 INCHES OF TOPSOIL

PLACED TO TOP OF CUT SLOPE.

BLEND TOPSOIL MATERIAL

INTO NATURAL GROUND,

HYDROSEED, AND MAT - TYP.

6" CONCRETE

SLAB - TYP

6" OF TOPSOIL PLACED

BETWEEN RAMP SLABS,

HYDROSEED & MAT

SUBRGRADE - TYP

6 #5 CONT - TYP

3" CLEAR SPAN - TYP #4@12-TYP

BOTHWAYS - TYP

#4@12

BOTHWAYS - TYP

#4@12

6" CONCRETE

SLAB - TYP

SUBRGRADE - TYP

6 #5 CONT - TYP

3" CLEAR SPAN - TYP #4@12-TYP

3:1 CUT/FILL SLOPE - TYP

4 TO 6 INCHES OF TOPSOIL

PLACED FROM ROCK

TO TOP OF CUT SLOPE,

HYDROSEED & MAT - TYP

RAMP SECTION B-B

(NO SCALE)

RAMP SECTION C-C

(NO SCALE)

6" CONCRETE

SLAB

#4@12

V-GROOVE FINISH

4" EDGE FINISH

AROUND ALL PANELS

6" FILLET - TYP

6 #5 CONT

#4@12

3" CLEAR SPAN - TYP

CUT-OFF/SIDE FOOTINGS

(NO SCALE)

V-GROOVE FINISH

(NO SCALE)

USE 6 - 1 x 1 x

TOP VIEW

SIDE VIEW

SECTION A-A

HANDLE CONNECTION

V-GROOVE FINISHING TOOL

(NO SCALE)

x 4 x 1 4

L: 1 x 4 x 1 4

L: 1

L: 1 x 1 x

" DIA. BOLT2

DRILL HOLE TO RECEIVE

FINISHING PROCEDURE

SEE SPECIFICATIONS FOR V-GROOVE

WELD ALL CONNECTIONS AS REQUIRED,

NOTE:

REQUIRED

SPACING AS

3'-0"'

1'-0"-TYP '

34'-0"'

1'-0"'

2'-0"'

6"'

GRIND SMOOTH.

BOW OF BOAT, THEN

ENDS OF SIMILAR TO

CUT, SHAPE, AND WELD

PIPE FOR HANDLE.

DIA. " 2

BOLT AND TO RECEIVE

" DIA. 2

FINISH TOOL WITH

COUPLING TO CONNECT TO

" DIA. PIPE 2

FABRICATE

2 (1" BASE) - TYP

AGGREGATE, METHOD

DEPTH, ROADWAY

6" COMPACTED

III-A (WOVEN) - TYP

GEOTEXTILE, TYPE

EARTHWORK

(3/4" BASE) - TYP

ROAWAY AGGREGATE, METHOD 2

6" COMPACTED DEPTH,

DAYLIGHT TOPSOIL, AGGREGATE

BASE, & ROADWAY AGGREGATE INTO CUT

SLOPE; HYDROSEED & MAT - TYP

CLASS 2 RIP RAP

4" TO 12" ANGULAR ROCK

DAYLIGHT INTO CUT SLOPE - TYP

III-A (WOVEN) - TYP

GEOTEXTILE, TYPE

EARTHWORK

2 (1" BASE) - TYP

AGGREGATE, METHOD

DEPTH, ROADWAY

6" COMPACTED

(3/4" BASE) - TYP

ROAWAY AGGREGATE, METHOD 2

6" COMPACTED DEPTH,

PRELIM

IN

ARY

Not For

Con str uc

SHEET 3 of 3

E.9

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g i.

d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

CONCRETE

RAMP

40" x 40" x 55" PANEL

BULK BAG - TYP

SAND FILL

2/3 FULL MAX

SAND FILL

1/2 FULL MIN

GEOTEXTILE REQUIRED

ON 3-SIDES, BOTTOM,

OUTSIDE FACE, & TOP

OF BAG(S)

GEOTEXTILE TO BE TIED

OFF OVER TOP OF

BULK BAGS.

GEOTEXTILE TO BE

PLACED ENTIRE LENGTH

OF BULK BAGS.

BULK BAGS TO BE

PLACED ON TOP OF

GEOTEXTILE TO HOLD

IN PLACE

RIVER BOTTOM

CUT SLOPES

DAYLIGHT INTO

CUT SLOPES

DAYLIGHT INTO

SUBGRADE CL

A-A

SECTION

SEE RAMP

40" x 40" x 55" PANEL

BULK BAG - TYP

SILT BARRIER &

EARTHEN COFFER DAM

PROTECTION - TYP

EARTHEN COFFER DAM

SHALL BE INSTALLED

BETWEEN END OF RAMP

CONSTRUCTION & BULK

BAGS. ALLOW ENOUGH

ROOM FOR FORMING OF

END FOOTING OF RAMP.

NUMBER OF BULK BAGS & LOCATION TO

BE DETERMINED BY THE CONTRACTOR.

CONTRACTOR TO ACCOUNT FOR RIVER

ELEVATION AT TIME OF CONSTRUCTION

FOR DETERMINING NUMBER OF ROWS

AND HEIGHT OF BULK BAGS TO BE

INSTALLED. STACKING OF BAGS IN A

PYRAMID SHAPE MAY BE REQUIRED

BASED ON RIVER ELEVATION AND OR

GENERAL SITE CONDITIONS.

TIE BULK BAGS & GEOTEXTILE

FABRIC INTO THE BANK - TYP

RAMP & SILT BARRIER SECTION A-A

(NO SCALE)

RAMP & SILT BARRIER PLAN

(NO SCALE)

A-A

SECTION

SEE RAMP

DISTANCE BETWEEN RIVER AND

EDGE OF RAMP VARIES

(APPROXIMATELY 5 TO

12 FEET). CONTRACTOR MAY

CHOOSE TO USE EARTHEN AREA

BETWEEN RAMP AND RIVER AS A

COFFER DAM. UPON COMPLETION

OF BOAT RAMP, CONTRACTOR SHALL

REMOVE EXCESS EARTHEN MATERIAL

TO AN ELEVATION CONSISTENT WITH

THE ELEVATION OF THE BOTTOM OF

THE RAMP.

12'-0"'

12'-0"'

10'-0"'

3'-0"'

3'-0"'

OHW

EL.=94.0

F lo w

CONSTRUCTION SITE.

OF WORK, STATING HIS INTENDED METHOD FOR DEWATERING THE BOAT RAMP

CONTRACTOR TO SUBMIT IN WRITING 15 DAYS PRIOR TO BEGINNING THIS PHASE

DRY.

ALL CONSTRUCTION ON THE BOAT RAMP AREA SHALL BE ACCOMPLISHED IN THE

BULK BAGS OFF SITE.

WASTE ALL SAND MATERIAL IN THE DESIGNATED WASTE AREAS. REMOVE ALL

THE CONTRACTING OFFICER'S REPRESENTATIVE.

CONSTRUCTION OF ALL BOAT RAMP OPERATIONS UNTIL REMOVAL IS APPROVED BY

SILT BARRIER AND BULK BAGS TO BE CONTINUOUSLY MAINTAINED DURING

REMAIN UNTIL ALL RAMP WORK HAS BEEN COMPLETED.

BARRIER & BULK BAGS HAVE BEEN INSTALLED. SILT BARRIER & BULK BAGS SHALL

NO WORK SHALL BE PERFORMED IN THE BOAT RAMP AREA UNTIL THE SILT

DRAWINGS AND ACCORDINGLY TO RIVER CONDITIONS.

INSTALL SILT BARRIER GEOTEXTILE AND BULK BAGS AS SHOWN ON THE

EXPOSURE, ACCORDING TO ASTM D 4355: 70%

RETAINED STRENGTH AFTER ACCELERATED WEATHERING AND UV

SIEVE NUMBER 20 MINIMUM.

APPARENT OPENING SIZE, ACCORDING TO ASTM D 4751: U.S. STANDARD

HEAD OF 50 mm: 0.02 cm/sec.

PERMEABILITY COEFFICIENT, ACCORDING TO ASTM D 4491: AT A CONSTANT

ELONGATION, ACCORDING TO ASTM D 4632: 15% @45 LBS.

GRAB STRENGTH, ACCORDING TO ASTM D 4632: 90 LBS.

CHARACTERISTICS:

RESISTANCE MATERIAL, SILT-FILM FABRIC HAVING THE FOLLOWING

SILT BARRIER GEOTEXTILE: THE GEOTEXTILE SHALL BE MADE OF ULTRAVIOLET

BULK BAGS TO BE FILLED WITH SAND 1/2 TO 2/3 FULL MAXIMUM

EQUAL (www.minibulk.com).

MANUFACTURER'S INSTRUCTIONS. MANUFACTURED BY MiniBulk OR APPROVED

HANDLES FOR LIFTING AND PLACING BAGS INTO RIVER BY EXCAVATOR PER

HEAVY DUTY, UV TREATED, WOVEN POLYPROPOLENE. BAGS TO HAVE SEWN-IN

RATED FOR 4000-LB MINIMUM WEIGHT CAPACITY. BULK PANEL BAG SHALL BE

BULK PANEL BAGS SHALL BE APPROXIMATELY 40" X 40" X 55" WITH A DUFFEL TOP

SILT BARRIER AND COFFER DAM MINIMUM REQUIREMENTS:

PROCEDURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

ALL METHODS, MATERIALS, EQUIPMENT, INSTALLATION AND OPERATING

CONTRACTOR.

COFFER DAM AND DEWATERING SHALL BE THE SOLE RESPONSIBILITY OF THE

NOTES:

PRELIM

IN

ARY

Not For

Con str uc

VAULT TOILET

E.10

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g j.

d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

MADISON RIVER

SHORE LINE

2''

5''

2'' 6.5''

8" 14' - 7 1/2"

16' - 7 1/2"

4"x12"x8.5' DF

8"

5"

12"' AB

EXISTING

LOT

PROPOSED

ENTRANCE ROAD

EXISTING

VAULT

TOILET

PROPOSED

BOAT RAMP

NEW LOCATION

OF VAULT TOILET

FINISH AROUND TOILET WITH

AGGREGATE BASE AND SPREAD

MATERIAL AROUND TOILET SLAB

AS STAKED IN FIELD.

HAND RAKE FOR FINISHING

AROUND TOILET AND COMPACT

TO 95% MAX DRY DENSITY.

FINISH GRADE

SUBGRADE

CONCRETE VAULT

TIMBER PLANK

CONCRETE VAULT

FINISH GRADE TO BE

DETERMINED IN FIELD

BY GOVERNMENT

GRADE

DEPTH

EXCAVATION

MAXIMUM

4" x 12" x 8.5' DOUG FIR TIMBER PLANK

CONTRACTOR FURNISHED

MOVE EXISTING

VAULT TOILET TO

NEW LOCATION

TOILET SIDE VIEW

(NO SCALE)

WATER HYDRANT

ASSEMBLY

30'

60'

10'

VAULT TOILET LOCATION

(NO SCALE)

SITE PLAN - PARKING AREA

(NO SCALE)

SITE PLAN - VAULT TOILET PAD

(NO SCALE)

15'

CURBSTOP

10'

VAULT

TOILET

WATER HYDRANT

ASSEMBLY

FINISH AROUND TOILET WITH

AGGREGATE BASE AND SPREAD

MATERIAL AROUND TOILET SLAB

AS STAKED IN FIELD.

HAND RAKE FOR FINISHING

AROUND TOILET AND COMPACT

TO 95% MAX DRY DENSITY.

FINISH GRADE

SUBGRADE

VARIES

VARIES

PROPOSED

PARKING LOT

EXCAVATION

LINE

5% MAXIMUM GRADE

TO DOORWAY

12"'

.0

.0

TOILET FRONT VIEW

(NO SCALE)

METHOD 2,

ROADWAY AGGREGATE,

6-INCH LIFTS TO 95% OF THE MAXIMUM DRY DENSITY.

EQUIVALENT EMBANKMENT MATERIAL. BACKFILL AND COMPACT IN

BACKFILL TO GRADE WITH 2" MINUS AGGREAGATE BASE, OR

SCREED LEVEL, COMPACT TO 95% OF THE MAXIMUM DRY DENSITY.

BED WITH ROADWAY AGGREGATE. PLACE TIMBERS TO GRADE AND

PLACING VAULT TOILET IN NEW LOCATION.

COMPACT SUBGRADE TO 95% OF THE MAXIMUM DRY DENSITY BEFORE

CONTRACTOR TO EXCAVATE AND PREP VAULT TOILET PAD.

TOILET PAD.

GOVERNMENT WILL STAKE OUT LOCATION AND GRADE OF VAULT

NOTES

PRELIM

IN

ARY

Not For

Con str uc

WATER SYSTEM

E.11

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g k .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

10'-0"

6'-0"

6"

8"

S L

O P

E

S L

O P

E

3'-0"

POTABLE WATER HYDRANT WITH SUMP-SECTION

(NO SCALE)

CUBIC FT-TYP

DRAIN ROCK-1

TO 1" GALVANIZED

1-1/4" GALVANIZED

REDUCER FROM

POTABLE WATER HYDRANT CONCRETE SLAB

(NO SCALE)

5'

TO WATER HYDRANT

PIPE-TYP

SCH 40 PVC

1-1/4" DIA

IN-LINE CURB STOP AND DRAIN ASSEMBLY

(NO SCALE)

2'-0"

EXISTING SUBGRADE

ELEV

FINISH

5'

2'-6"

REDUCER (1-1/4" TO 1")

FINISH ELEV

BY MONITOR - SEE SPECIFICATION

2' BURY FROST PROOF HYDRANT

1' CHAMFER

4" x 4" x 6' TREATED POST

UNION

DEPTH

PIPE

BE PRE-CASTED

CONCRETE SLAB TO

INSTALLATION

& SLAB AFTER

MORTAR AROUND POST

FOR HYDRANT POST

6" X 8" KNOCK OUT

O.C. BOTH WAYS

#4 REBAR 12"

CORNER - TYP

EYE BOLT - 1 EACH

" x 12" GALVANIZED8

FROM C - TYP

OUTSIDE EDGE

1" SLOPE TO

L

LC

-TYP8"

MIN MIN

UNION - TYP

6"

6"

MAT.

RESEED AND

6" OF TOPSOIL,

MATERIAL COMPACTED-TYP

BACKFILL WITH 6" MINUS EXCAVATED

MIN2'-0" 1'-0"

6"

GROUND ELEV

24" MAX

12" MIN

PIPE BEDDING

PIPE BEDDING

WATER PIPE PAD DETAIL - SECTION

(NO SCALE)

6"

6"

MATERIAL COMPACTED-TYP

BACKFILL WITH 6" MINUS EXCAVATED

MIN2'-0" 1'-0"

6"

PAD ELEV

VAULT TOILET

24" MAX

12" MIN

PIPE BEDDING

PIPE BEDDING

2'-5"

PIPE-TYP

1" DIA SCH 40 GALV

POST W/GALV NAILS-TYP

GALV STRAPS, NAIL TO

ADA SPECIFICATION-TYP

ABOVE FINISHED SLAB ELEVATION TO MEET

POTABLE HYDRANT TO BE 28" MIN TO 36" MAX

PIPE-TYP

40 GALV

1-1/4" DIA SCH

SUMP

1'x1'x1' DRAIN ROCK

PIPE-TYP

40 GALV

1-1/4" DIA SCH

OF SUBBASE

INSTALLATION TO TOP

COMPACT POST DURING

BURY DEPTH - TYP

TO 8" BELOW GRADE

WARNING TAPE PLACED 6"

WATER PIPE NATIVE GROUND DETAIL - SECTION

(NO SCALE)

IS COMPLETED

AFTER TRENCH WORK

MATERIAL AND RESEED

COVER WITH TOPSOIL TO 8" BELOW GRADE

WARNING TAPE PLACED 6"

BASE) -TYP

AGGREGATE, (3/4"

DEPTH, ROADWAY

6" COMPACTED

(3/4" BASE) -TYP

ROADWAY AGGREGATE

6" COMPACTED DEPTH,

ROADWAY AGGREGATE

ON 6 " COMPACTED DEPTH,

6'x6'x6" CONCRETE SLAB SET

PRELIM

IN

ARY

Not For

Con str uc

PARKING

E.12

STATE PROJECT

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b w g l.

d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

ENTRANCE ROAD

MADISON RIVER

SHORE LINE

PARKING AREA

4"7"

10"

1" HOLE CENTERED

8'

8"

PRE-CAST CONCRETE CURB DETAIL

(NO SCALE)

SITE PLAN - PARKING LOT DETAILS

(NO SCALE)

RIGGING AREA

133'60'

VAULT TOILET

WATER HYDRANT

60°

40'

1'

12'

PARKING STALL DETAIL

(NO SCALE)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

AeccDbGeneralLabel (AeccLand80)

CONCRETE

BOAT RAMP

LONG, TYP.

DOWN WITH 2-#5 REBAR, 18-INCHES

PRE-CAST CONCRETE CURB TO BE SPIKED

NOTES:

LOT INCLUDES 29 PARKING SPACES. SPACES ARE DESIGNATED

BY PRE-CAST CONCRETE PINDOWN CURBS.

AN ADDITIONAL SEVEN CONCRETE PINDOWNS SHALL BE USED

TO BORDER THE VEGETATED AREA WITHIN THE INTERIOR OF

THE BOAT RAMP.

STRIPES ARE ONLY SHOWN TO DESIGNATE INDIVIDUAL SPACES

AND HANDICAP PARKING. NO STRIPING WORK SHALL BE DONE

BY CONTRACTOR.

PLACE CONCRETE PINDOWNS AS

DESIGNATED BY THE CO.

PRELIM

IN

ARY

Not For

Con str uc