7995_c3v8.pdf

GENERAL NOTES:

FLUSHED WITH EXISTING LAST STEP.

NEW LANDING MIN 3FT WIDE.

SHALL BE DETERMINED IN FIELD.

NEW STAIRS. EXACT NUMBER OF STEPS

N E

W

S T

A I R C

A S E

A N

D

L

A N

D I

N G S

ROCK

REMOVE EXPOSED TREE ROOTS AND

NEW STAIRCASE AND LANDINGS

RETAINING WALL

RAIL ROAD TIES (5).

30' REMOVE EXISTING

REMOVE LOOSE ROCK,

NATURAL LANDING

A P

P R

D M

A D

E

D I

R E

C T

O R

A T

O F

P U

B L I

C

W

R K

S

F O

R

L

O N

A

D

O

M

S S

O U

R I

D E

S C

R I

P T I

O N

R E

V I

S I

O N

S

D A

T E

G A

Y

B E

R

E D

B

A P

P R

O V

E D

D A

T E

S U

B M I

T T

E D

C H

E C

K E

D

D R

A W

N

D E

S I

G N

E D

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

SCALE

DATE

PROJECT NO:

DRAWING NO:

OFSHEET

AS SHOWN

M.0044085

3 5

E R

O S I

N T

R

R E

P A

L K I

G

A

B

H

S H

S H

J

L E

S

7995.5

08 MAY 15

P O

R T I

O N

U P

P

W

A

V

SEE SHT 1 FOR PROFILE

SEE SHT 2 FOR PROFILE

WITHOUT TRIPPING HAZARDS.

EXPOSED ROCK AND ROOTS FROM THAT PORTION (1 CY) TO PROVIDE UNIFORM SLOPE

BY PART OF TRAIL NOT SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE ANY

THE UPPER AND LOWER SECTION OF THE TRAIL DO NOT CONNECT. THEY ARE SEPARATED

ELEVATIONS PRIOR TO CONSTRUCTION OF STAIRS AND LANDINGS.

SLOPE AND LAYOUT OF THE SITE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS &

DO NOT REFLECT EXACT RIGIDITY OF THE SITE, BUT REPRESENT THE APPROXIMATE

1. THE SHOWN ELEVATION ON SHT. 1 AND 2 AS WELL AS PLAN VIEW ON SHT 3

OTHER APPROVED PRESERVATIVE.

7. WHERE THE TIES ARE CUT SATURATE COMPLETELY THE WHOLE CUT SURFACE WITH CREOSOTE OR

ANTI-SPLITTING DEVICES REGARDLESS IF THE WOOD HAS SHOWN ANY TENDENCY TO SPLIT.

WIDER THAN 1/4" AT EITHER END. EACH END OF INSTALLED TIE SHALL BE EQUIPPED WITH

60/40 CREOSOTE/COAL TAR SOLUTION. SPLITS SHALL NOT BE LONGER THAN 4IN. AND NOT

6. TIES SHELL BE WELL SEASONED AND PRESSURE TREATED BY THE EMPTY CELL PROCESS WITH A

OSHA STANDARD 1910.24 FOR SLIP RESISTANCE. MCNICHOLS OR APPROVED EQUAL.

SIZE OF THE TIE STEP. THE TRACTION TREAD SHALL BE ALUMINUM AND CONFORM TO

5. ALL TIMBER STEPS MADE OF RAILROAD TIES SHALL HAVE TRACTION TREAD ATTACHED TO THEM THE

FROM THE BOTTOM OF THE TIE TO THE TOP OF NEXT ONE.

MINIMUM 3FT WIDE, WITH A MAXIMUM RISER OF 15IN. EACH RISER SHALL BE UNIFORM SLOPE

4. TIMBER TIES SHALL BE MADE OUT OF 8"X8" TREATED RAILROAD TIES. THE STEPS SHALL BE

3. CONTRACTOR CAN USE "READY TO USE" FAST SETTING CONCRETE MIX.

LANDINGS SHALL BE 3 FT WIDE AND 5 FT LONG.

CONSTRUCTION AS LONG AS THE TRAIL STAYS IN VICINITY OF THE SHOWN LAYOUT.

CONTRACTOR CAN ADJUST THE LOCATION OF STAIRS AND LANDINGS FOR EASE OF

2. STAIRWAYS AND LANDINGS SHALL HAVE HANDRAILS AT BOTH SIDES.

(USE IN PLACE)

STAIRS

EXISTING

O

T

I

L R

O

A C

(USE

IN

PLACE)

EXI

STI

NG

STAI

RS

7995_c1v8.dgn Default 3/29/2016 3:05:24 PM