Amendment 001 Corrected Page C-04.pdf

E L

E V

A T

I O

N

F

E E

T

STATION (FEET)

Boat Ramp CL Profile

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50

-2 .0

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 3/2

0 1 2:

Z

HI

ED

EM

AN

C :\U

SE

RS

\Z

HI

ED

EM

AN

\B

OX

\01

. Z

AC

HA

RY

.H

IE

DE

MA

N W

OR

KS

PA

CE

\20

_R

AI

NB

OW

PO

IN

TR

AM

P\

RA

IN

BO

W

RA

MP

-0 8-

.D

W G;

REGION 1

NORTHERN REGION

RAINBOW POINT

BOAT RAMP

CUSTER GALLATIN

NATIONAL FOREST

HEBGEN LAKE

RANGER DISTRICT

PROFILE VIEW AND

SECTIONAL DETAILS

01/08/2020

Z.HIEDEMAN

C.DAVIS

J.KEMPFF

C-04 4 6 correct End Ramp station add Geotextile under ramp gravel 1/23/2020

1/23/2020

PROPOSED

CL GRADE

EXISTING CL GRADE

(SURVEYED)

S T

A

E L

V

B E

G I N

B

S

E L

E N

D

R

A M

P

EXISTING CL GRADE

(PROJECTED)

2 FT

S

E L

G B

S

E L

E N

D

C

A S

T I N

P

L A

C E

B E

G

R M

O R

F L

E X

SECTION A: TYPICAL RAMP CROSS-SECTION

(NOT TO SCALE)

2 FT20 FT

H 1"=10'

V 1"=2.5'

F

T

F

T

FILL SLOPE AT 2H:1V

(TYP BOTH SIDES)

8"

GROOVED SURFACE

POURED CONCRETE RAMP

THICKENED EDGE PER

DETAIL THIS SHEET.

SITE-SPECIFIC GEOTEXTILE

CONTINUOUS UNDER RIPRAP

(TYP BOTH SIDES)

CLASS 1 RIPRAP

(PROTECT RAMP EDGES

AND SURFACE DURING

PLACEMENT)

GRADE, SMOOTH, AND COMPACT APPROVED

BEDDING MATERIAL IN ACCORDANCE WITH

SECTION 209

EXPANSION JOINT DETAIL

(NOT TO SCALE)

" EXPANSION JOINT FILLER.

EXTEND JOINT FILLER FROM BOTTOM

OF SLAB TO WITHIN

" OF FINISHED

SLAB SURFACE.

" x 18" DOWELS

AT 12" SPACING

4" 2"

1"

EXPANSION CAP

REBAR

LUBRICATE PORTION OF DOWEL IN

THIS SLAB TO PREVENT BOND

BETWEEN CONCRETE AND STEEL

SEALANT & BOND BREAKER

" RADIUS ALL CORNERS

THICKENED EDGE DETAIL

(NOT TO SCALE)

4"

8"

18"6"

3"-4"

2 FT

GRADE 60 #4 @ 12" MAX EACH DIRECTION

PROVIDE 18" STAGGERED SPLICE

GRADE 60 #4 @ 12" MAX EACH DIRECTION

PROVIDE 18" STAGGERED SPLICE

RAMP SURFACE GROOVE DETAIL

(NOT TO SCALE)

RAMP SURFACE

TRACTION / DRAINAGE GROOVE,

1" x 1" V PATTERN

Y

P

90 TYP.

1' TYP.

6"

S

E L

B E

G

R

P

R A

P

F L

A N

K

A

R M

O R

S

E L

O H

W M

CHAMFER

EDGE

" TYP.

SITE-SPECIFIC GEOTEXTILE

CONTINUOUS UNDER

AGGREGATE (TYP)

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text