Standard Trail Drawings.pdf

NOTES:

Cr

C

I /I

J

C r

T

CLEARING

HEIGHT

f------------------ CLEARING WIDTH _______ '..__ ________ ---1

::J

,, >;: � f---------------- TRAILWAY -----------;------ , '0"/½( w •

CATCH POINT

'\:7'50 EXISTING � GROUND

SHOULDER

BACKS LOPE

DITCH

--..__ WIDTH

,___ TREAD WIDTH

BAS

COURS SUITABL

MATERIA

SHOULDER

WIDTH

HINGE POINT

L SLOPE

TRAILBED _____ ___,

CATCH POINT

z

C)

);:,7A'7A"',.,.__:

1/«:(«;(�

EXISTING GROUND

/, 1/,/ )// ALL SLOPES ARE SHOWN AS

VERTICAL-TO-HORIZONTAL DISTANCE (V:H), TRAIL CORRIDOR

ALL UNITS SHOWN ARE US CUSTOMARY UNITS IN

INCHES UNLESS OTHERWISE NOTED,

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

PROJECT NAME & LOCATION

OR -------------------1

TRAIL EASEMENT

DRAWING NAME

STANDARD TRAIL TERMS

SECTION TYPICAL ID

910 -TRAILWAY STT

REVISION DATE

XX/XX/XX

NOTTO SCALE

DRAWING NO,

STD 910-01

SHEET

OF

Page 1 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 1 of 17

TYPICAL TRAIL CROSS SECTIONS

ABOVE_%

SIDESLOPE

SLOPE ROUNDING

IN COMMON MATERIAL

8 INCHES

SHOULDER

WIDTH

<t

I

,___TREAD _ __,

WIDTH

@ FULL BENCH SECTION

% TO_%

SIDESLOPE

SLOPE ROUNDING

IN COMMON MATERIAL

SHOULDER

WIDTH

8�

<t

I

TREAD

WIDTH

I I

I

BACKFILL WITH

SUITABLE MATERIAL

@ BALANCED SECTION

_%T0_%7

SIDESLOPE

SHOULDER ----j

WIDTH

I

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

I

TR�AD

WIDTH

I

FLAT SECTION

PROJECT NAME & LOCATION

SHOULDER

WIDTH

SHOULDER

WIDTH

r INCHES

SHOULDER

WIDTH

SEE SECTION 912

CLEARING LIMITS

FOR DISPOSAL TYPE

TYPICAL TRAIL TREAD AND SHOULDER WIDTH

TYPICAL SECTION TREAD TREAD SHOULDER WIDTH

COMMENTSID TYPE FINISH WIDTH UPHILL DOWNHILL

TSF-1 T

TREAD CROSS SLOPE

TYPICAL OUTSLOPE INSLOPE CROWNED COMMENTSID SECTION

SLOPE AND TRAILBED FINISH

TREAD ROOTS LOOSE EMBEDDED COMMENTSFINISH ROCK ROCK

T1 T2 T3 T4 T5 T6

TRAILBED AND SLOPE FINISH

SLOPE FINISH TRAILBED FINISH

REMOVE ROOTS THAT PROTRUDE FROM THE

BACKSLOPE WITH DIAMETERS GREATER

THAN SHOWN IN THE SLOPE AND TRAILBED

FINISH TABLE.

NOTES:

REMOVE LOOSE ROCK ON THE TRAILBED WITH

A DIMENSION GREATER THAN SHOWN IN THE

SLOPE AND TRAILBED FINISH TABLE.

REMOVE OR REDUCE EMBEDDED ROCK THAT

PROTRUDES MORE THAN THE DIMENSIONS

SHOWN IN THE SLOPE AND TRAILBED FINISH

TABLE.

1. SLASH CONSISTS OF LOGS, LIMBS, BRUSH, AND ROCKS PLACED

RANDOMLY IN A WAY TO CATCH SEDIMENT MOVEMENT.

2. LIMB ALL TREES AND SHRUBS AND TAMP SLASH INTO GROUND SO

THAT 80% OF SLASH IS IN CONTACT WITH THE GROUND.

DRAWING NAME L REVISION DATE � DRAWING NO.

CROSS SECTION & SLOPE FINISH XX/XX/XX STD 911-01

SECTION

911 - TREAD AND PRISM

1YPICAL ID

TSF/TCS NO SCALE

SHEET I

OF

I

A

Page 2 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 2 of 17

CLEARING LIMITS - TREES AND LOGS

CLEARING LIMITS * LEAVE TREES CLEAR ZONE STUMPS HAZARD TREE

TYPICAL

ID

CLT-1

CLEARING DOWNHILL

W

{A) H

METHOD

C

HAZARD TREE

REMOVAL

WIDTH

CD

CLEARING LIMIT

DOWNHILL

WIDTH

TRIM

BRANCHES

FLUSH WITH

TRUNK

* LEAVE TREES

UPHILL CLEARING

Wre)H H

rc) T

CLEARING

HEIGHT

I

I

DISTANCE DIAMETER

cm) (INCHES)

HAZARD TREE

REMOVAL

WIDTH

CD

CLEARING LIMIT

UPHILL

WIDTH

DOWNHILL

W

H

* LEAVE TREES

UPHILL

W

H

,___ DISTANCE __ _____,.,__,I

@ DOWNHILL

CLEAR ZONE

WIDTH

I

UPHILL

CLEAR ZONE

WIDTH

r DISTANCE ,-++-___, MAXIMUM

OBSTRUCTION

HEIGHT

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

____ ✓,7--:::::,-

PROJECT NAME & LOCATION

MAXIMUM

STUMP

HEIGHT

MAXIMUM MAXIMUM REMOVAL DISPOSAL OBSTRUC

@N

HEIGHT H

T W(l)H

METHOD COMMENTS

CLEARING

TYPE

C1 C2 C3 C4 C5 C6 C7

DISPOSAL

TYPE

D1 D2 D3 D4 D5 D6

DRAWING NAME

D

CLEARING METHOD

CLEARING COMMENTS METHOD

NEW CONSTRUCTION TREES, PRUNING, & BRUSH

CLEARING LIMIT RESTORATION TREES, PRUNING, LOGS, BRUSH & MAINTENANCE

TRAIL OPENING LOGGING OUT, LOOSE ROCK & DRAINAGE CLEARING

HAZARD TREE REMOVAL ALONG TRAIL CORRIDOR

HAZARD TREE REMOVAL INDIVIDUAL (AS MARKED)

LOOSE ROCK & ROOT REMOVAL

LEAVE TREES: LEAVE TREES SHOULD BE LIVE, SOUND & UNDAMAGED WITH

UNCOMPROMISED ROOT SYSTEMS.

HAZARD TREES: HAZARD TREES ARE TREES THAT ARE STANDING OR LEANING DEAD

TREES LARGER THAN 8 INCHES IN DIAMETER AND GREATER THAN 90

FEET IN HEIGHT.

DISPOSAL METHOD

DISPOSAL

METHOD

LOP AND SCATTER OUTSIDE TRAILWAY

LOP AND SCATTER ON FILL SLOPE

PILE AND BURN

CHIP

HAUL TO DISPOSAL SITE

COMMENTS

'l" REVISION DATE � DRAWING NO.

CLEARING LIMITS-TREES AND LOGS XX/XX/XX STD 912-01

SECTION TYPICAL ID SHEET

912 - CLEARING LIMITS CLT NO SCALE OF

� A

Page 3 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 3 of 17

CLEARING LIMITS - BRUSHING

BRUSHING LIMITS MOWING LIMITS

TYPICAL CLEARING UPHILL DOWNHILL CLEARING UPHILL DOWNHILL DISPOSALWIDTH

ID METHOD (J)

CLB-1 C

<t

I

BRUSHING LIMITS

UPHILL

WIDTH T

BRUSHING LIMITS

DOWNHILL

WIDTH

BRUSHING

LIMIT

CLEARING

HEIGHT

CLEAR ZONE

UPHILL

LIMITS

CLEAR ZONE

DOWNHILL

LIMITS

MOWING I MOWING

LIMITS

T

LIMITS

UPHILL DOWNHILL

WIDTH WIDTH

I

NOTE:

SEE SHEET STD_912-01 FOR

CLEAR ZONE LIMITS

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PROJECT NAME & LOCATION

STANDARD TRAIL PLAN

wea r H

T W

OO

H W

H

METHOD COMMENTS

D

CLEARING METHOD

CLEARING CLEARING COMMENTS TYPE METHOD

C9 BRUSHING

C10 MOWING

C11

DISPOSAL METHOD

DISPOSAL DISPOSAL COMMENTS TYPE METHOD

D1 LOP AND SCATTER OUTSIDE TRAILWAY

D2 LOP AND SCATTER ON FILL SLOPE

D3 PILE AND BURN

D4 CHIP

D5 HAUL TO DISPOSAL SITE

D6

DRAWING NAME REVISION DATE

CLEARING LIMITS - BRUSHING XX/XX/XX

SECTION TYPICAL ID

912 -CLEARING LIMITS CLB NO SCALE

DRAWING NO.

STD 912-02

SHEET

Page 4 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 4 of 17

BASE COURSE

DEPTH

EXISTING

GROUND

COMPACTED

BASE COURSE

SHOULDER

WIDTH

SURFACING SECTIONS

BASE COURSE SURFACE COURSE

TYPICAL SECTION TREAD SHOULDER WIDTH GEOTEXTILE TYPE ID TYPE WIDTH UPHILL DOWNHILL TYPE

TSS 1 B

N/A WHEN NOT APPLICABLE

SURFACE COURSE

DEPTH

GEOTEXTILE

WHEN SPECIFIED

@ OUTSLOPED SECTION

SURFACE

COURSE

SHOULDERTREAD WIDTH ------,--i---i---- WIDTH

SURFACE COURSE

OUTSLOPE DEPTH

GEOTEXTILE

WHEN SPECIFIED

COMPACTED

SURFACE

COURSE NOTE:

DEPTH TYPE

s

EXISTING

GROUND

@ EXCAVATED SECTION

1. REMOVE AND DISPOSE OF DUFF AND TOP

ORGANIC LAYERS DOWN TO MINERAL SOIL.

2. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO

VISUAL DISPLACEMENT.

DEPTH COMMENTS

BASE COURSE MATERIAL TYPE

TYPE MATERIAL GRADATION COMMENTS

B1 PITRUN

B2 AGGREGATE

B3

SURFACE COURSE MATERIAL TYPE

TYPE MATERIAL GRADATION

S1 PITRUN

S2 AGGREGATE

S3 CLAY

S4 WOODCHIPS

S5

COMPACTED

BASE COURSE GEOTEXTILE

WHEN SPECIFIED

© RAISED SECTION

COMMENTS

SURFACE COURSE

L DEPTH

COMPACTED

SURFACE

COURSE

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PROJECT NAME & LOCATION DRAWING NAME

TYPICAL SURFACING SECTIONS

REVISION DATE DRAWING NO.

XX/XX/XX STD_913-01

STANDARD TRAIL PLAN

SECTION

913 - SURFACING

1YPICAL ID

TSS NO SCALE

SHEET

Page 5 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 5 of 17

CONSTRUCTED FORD-ROCKSTRUCTURE

APPROACHES RETAINERS*

TYPICAL FORD % GRADE

ID LENGTH TYPE LENGTH

NEAR FAR

RF1-1 % % R

N/A WHEN NOT REQUIRED

*FOR TYPICAL RETAINERS SEE SHEET STD_911-03

**FOR FOUNDATIONS SEE SECTION STD_918

SEE SECTION 911

TYPICAL SECTIONS

BEGIN/END

FULL FORD WIDTH

HAND-PLACE ROCKS

ACROSS FULL WIDTH.

KEY IN SMALLER ROCKS

RETAINER ----1---...-.

LENGTH

(TYP)

STREAM

BANK

A----

PLAN VIEW

TYPE

F

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PROJECT NAME & LOCATION

STANDARD TRAIL PLAN

FOUNDATION**

DEPTH LENGTH

EMBED ROCK DAM

INTO EACH BANK A

MINIMUM

OF 12

GEOTEXTILE

TYPE

G

SURFACE COURSE

TYPE DEPTH

s

SEE SECTION 911

TYPICAL SECTIONS

LENGTH

ROCK DAM

MINIMUM MINIMUM STEPPING

ROCK

LENGTH FACE ROCK MINl�UM

COMMENTS

SIZE (LBS) SIZE LBS

GEOTEXTILE TYPE

TYPE MATERIAL COMMENTS

G1 NON-WOVEN

G2 WOVEN

G3 GEOGRID

G4 G5 G6

FOUNDATION MATERIAL TYPE

TYPE MATERIAL COMMENTS

C F1 GRAVEL SMALL ROCKS LESS THAN 3 INCHES

F2 PAVING BLOCK

BEGIN/END F3 GEOCELL

FULL FORD WIDTH

F4

BACKSLOPE

TYPICAL RETAINER SURFACE COURSE MATERIAL TYPE

AS SPECIFIED

INSTALL STEPPING ROCKS

ON UPSTREAM

TYPE MATERIAL GRADATION

EDGE OF TREAD

HIGH

WATER

MARK

STREAM

BANK

NOTES:

1. THE TRANSITION AND GRADE SHALL BE

THE AVERAGE OF THE APPROACH GRADE

AND THE TRAIL GRADE TO CREATE A

SMOOTH TRANSITION.

2. TRANSITION TREAD WIDTH FROM FORD

WIDTH TO TYPICAL TREAD WIDTH TO

ACCOMMODATE GRADE TRANSITION.

S1 S2 S3 S4 S5

PITRUN

AGGREGATE

CLAY

WOODCHIPS

DRAWING NAME CONSTRUCTED FORD

ROCK STRUCTURE

SECTION 1YPICAL ID

917 - FORDS Rf 1

COMMENTS

REVISION DATE

XX/XX/XX

NO SCALE

SHEET 1 OF 2

IY DRAWING NO. '-:

STD 917-20-01

SHEET I

OF

I

Page 6 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 6 of 17

BEGIN/END

TRANSITION

AS STAKED

ROCK DAM LENGTH------

FACE ROCKS

HAND-PLACED

ROCK DAM

FORD WIDTH --

8 INCH

MAXIMUM

INSTALL STEPPING ROCKS,

EMBED 1/3 OF ROCK DEPTH

oWNSTREAM

./ /'-'0

'-, ��>-._» GEOTEXTILE

'- '\ V '0(</'. ,«-(/d// /

TYPICAL SURFACE FOUNDATION

STREAM BED COURSE DEPTH

DEPTH

SECTION A-A

SECTION B-B

TRANSITION ---ii------------- SURFACE COURSE LENGTH TRANSITION

AREA

AREA

f-.--- APPROACH -----1--i

,__ ___ 2X BACKFULL HEIGHT __ ____.__,

GEOTEXTILE

STREAM

q_

APPROACH

TYPICAL FOUNDATION

WHEN SPECIFIED

TREAD

------------------------ FORD LENGTH -------------------------'

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

PROJECT NAME & LOCATION

SECTION C-C

SHEET 2 OF 2

� DRAWING NAME CONSTRUCTED FORD � � REVISION DATE " DRAWING NO.

ROCK STRUCTURE XX/XX/XX STD 917-20-02

SECTION TYPICAL ID SHEET

917 - FORDS RF2 NO SCALE OF

�""'========================,,,-A �'======='A

Page 7 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 7 of 17

TREAD

TYPE

C1 C2 C3 C4 C5 C6

I

12 INCH ----1-_ __._,

MINIMUM

STANDARD CULVERT

BEDDING CULVERT

TYPICAL GEOTEXTILE MITERING

ID TYPE TYPE TYPE

SCV-1 B C

N/ A WHEN NOT APPLICABLE

*FOR TYPICAL RETAINERS SEE SHEET STD_911-03

CULVERT LOCATION

WHERE STAKED

RETAINER TYPE

AS SPECTIFIED

RETAINER*

TYPE

R

COMMENTS

SHOULDER

WIDTH

RETAINER TYPE

AS SPECIFIED

ct_ I

,__ __ TREAD WIDTH ------<- SHOULDER

WIDTH

I

12 INC

MINIMU

12 INCH

MINIMUM FLOW----

PIPE BEDDING

6 INCH MINIMUM

WHEN SPECIFIED

I MINIMUM BEDDING WIDTH I r EQUALS 1.5X DIAMETER OF PIPE --1

END VIEW

CULVERT TYPE

MATERIAL COMMENTS

CMP - GALV

HOPE

BACKFILL

WITH

SUITABLE

MATERIAL

GEOTEXTILE

WHEN SPECIFIED

NOTE:

BEDDING

MATERIAL

WHEN SPECIFIED

1. COMPACT BACKFILL IN 6 INCH LIFTS

UNTIL NO VISUAL DISPLACEMENT.

.__ _________ CULVERT LENGTH ----------

ELEVATION VIEW

BEDDING MATERIAL TYPE

MITERING

WHEN

SPECIFIED

2. NO ROCKS LARGER THAN 1 1 /2 INCHES WITHIN

12 INCHES OF PIPE.

TYPE MATERIAL GRADATION COMMENTS

PLASTIC

ALUMINUM

CONCRETE

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

PROJECT NAME & LOCATION

B1 PITRUN

B2 AGGREGATE

B3

DRAWING NAME

STANDARD CULVERT

SECTION 1YPICAL ID

921 - CULVERTS SCV

REVISION DATE

XX/XX/XX

NO SCALE

IY DRAWING NO. '-:

STD 921-10-01

SHEET I

OF

Page 8 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 8 of 17

SKEW

TRAIL SKEW

GRADE ANGLE

<5% 45" MAX

>5% 30" MIN

ROCK WATERBAR

TYPICAL MINIMUM Cf. ROCK*** ROCK SIZE OUTSLOPE ID (LBS) LENGTH SPILLWAY

RWB-1

N/A WHEN NOT APPLICABLE

***FOR ROCK SPILLWAY SEE SHEET STD_923-10-01

� LENGTH

10 FOOT MINIMUM

TOE OF BANK

COMMENTS

11 I J }1/;f �;11 I I J1!7! 11 I I ;I y/J1J1i)Yi7JI I'

B

12 INCH

EMBEDMENT

MINIMUM

DOWN GRADE

L ________ _

ROCK LENGTH EQUALS

1.5 X WIDTH

OVERLAP

1/3 OF

EXTEND 12 INCH MINIMUM

BEYOND TRAIL TREAD

I I

I I

I

I

I I -··-··-··j

DOWN GRADE

--- - -- - -------I- - -- t

SKEW 1

ROCK SPILLWAY

AS SPECIFIED

30"-45" /

I

I I

I

1 __ _

EXCAVATE FOR

OUTSLOPE

BACKFILL WITH

SUITABLE MATERIAL

PERSPECTIVE VIEW

NOTE:

PROJECT NAME & LOCATION

1. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL

DISPLACEMENT.

2. ALL EXCAVATED SECTIONS FOR WATERBARS SHALL

BE OUTSLOPED TO DAYLIGHT.

DRAWING NAME

q_

EXISTING

I

==t-�

{ I T-

WATERBAR LENGT

SECTION A-A

SECTION B-B

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ROCK WATERBAR

STANDARD TRAIL PLAN

SECTION

922 -WATERBARS

1YPICAL ID

RWB

FINISHED GROUND

REVISION DATE

XX/XX/XX

NO SCALE

� DRAWING NO.

STD 922-10-01

SHEET I

OF

Page 9 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 9 of 17

TYPICAL DITCH SECTIONS

DITCH LINING DITCH BLOCK

DIMENSIONS (INCHES) MATERIAL SPACING DITCH TYPICAL DITCH GEOTEXTILE MATERIAL BLOCK COMMENTS ID TYPE TYPE @ ® ® @ ® Q) TYPE (FEET) LT RT

TDS 1 DL

N/ A WHEN NOT APPLICABLE

DITCH LINING OR CHECK DAM MATERIAL oTig� ]' l-

""'xcAvArrn ' , -

/ SEE SHEET

STD_921-10-01

STANDARD CULVERTS

TYPE MATERIAL GRADATION COMMENTS

LEAD OFF DITCH/

CHECK DAM SPACING

DRAINAGE DRAINAGE

SPACING GRADE

DITCH "-- DL 1 GRAVEL

BLOCK DL2 ROCK

t © LEADOFF DITCH

I � WITH DITCH BLOCK

(f-Tr,-�,_/

UN EXCAVATED

'>--->,� DITCH

, BLOCK

DL3

CHECK DAM

MATERIAL

I

IB�

\,\\ 1 3

�\1/ PERSPECTIVE VIEW GEOTEXTILE ,,:,,,-,_y, ··

2/3 OF@ WHEN SPECIFIED

"'- "-._ f EXISTING

GROUND

SHOULDER

1®

4-i---- TREAD ------i

SEE SECTION 913

TYPICAL SE

r lONS

SHOULDER

EXISTING

GROUND

------@-------.1

TYPICAL DITCH CHECK DAM SECTION

DISPOSE OF

UNSUITABLE

MATERIAL LINING

MATERIAL '\ GROUND

r EXISTING

GEOTEXTILE

WHEN SPECIFIED

TYPICAL LINED DITCH SECTION

@ "V" DITCH SECTION @ FLAT BOTTOM DITCH SECTION

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PROJECT NAME & LOCATION DRAWING NAME

TYPICAL DITCH SECTIONS

<3 3-7

8-12 >12

(FEET)

OCCASIONAL

DITCH BLOCK

MATERIAL TREAD

, , , 1/, . . GEOTEXTI LE

WHEN SPECIFIED

TYPICAL DITCH BLOCK SECTION

NOTES:

1. LEAD-OFF DITCHES SHALL UTILIZE AS MUCH

NATURAL DRAINAGE AS POSSIBLE.

2. LEAD-OFF DITCH SHALL DRAIN TO DAYLIGHT.

REVISION DATE DRAWING NO.

XX/XX/XX STD_925-01

SECTION 1YPICAL ID SHEET

STANDARD TRAIL PLAN 925 - DITCHES TDS NO SCALE OF

Page 10 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 10 of 17

DRAIN DIP SECTION

SURFACE COURSE

TYPICAL DRAIN DIP GEOTEXTILE SKEW TYPE DEPTH ROCK

ID TYPE TYPE SPILLWAY***

D01-1 DD G s

N/A WHEN NOT APPLICABLE

***FOR ROCK SPILLWAY SEE SHEET STD_923-10-01

NOTES:

1. DRAIN DIPS WILL BE STAKED IN THE FIELD.

2. ROCK SPILLWAY SLOPE SHALL BE THE SAME AS THE

CONSTRUCTED FILL SLOPE.

nl'I\S��D � SURFACE COURSE G'?.J,,D'2\ \

\i \ WHEN SPECIFIED

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

TOE OF FILL

PROJECT NAME & LOCATION

ROCK SPILLWAY

AS SPECIFIED

DRAWING NAME

SECTION

COMMENTS

A

GEOTEXTILE TYPE

_ _j

TYPE

G1 G2 G3

MATERIAL COMMENTS

NON-WOVEN

WOVEN

SURFACE COURSE MATERIAL TYPE

TYPE

S1 S2 S3

MATERIAL GRADATION

PITRUN

AGGREGATE

COMMENTS

2 FOOT

MINIMUM DRAIN DIP CONSTRUCTION DIMENSIONS

DRAIN

DIP PROFILE L1

TYPE GRADE

DD1 0 TO 4

DD2 5 TO 6

DD3 7 TO 8

DD4 9 TO 10

DD5

OVER 10% NOT RECOMMENDED

H = q_ OF TREAD

DRAIN DIP

1YPICAL ID

927 - DRAIN DIPS DD1

L2 L3

REVISION DATE

XX/XX/XX

NO SCALE

(H) (E)

SHEET 1 OF 2

� DRAWING NO. �

STD 927-10-01

SHEET I

OF

� I

Page 11 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 11 of 17

FLOOD LINE

i------- L2 ---------i i--------- L1 --------i

FINISHED GRADE

- 12 INCH MINIMUM

SURFACE COURSE

WHEN SPECIFIED

SECTION A-A

UNSUITABLE MATERIAL TO

BE DISPOSED AT A LOCATION

DESIGNATED ON THE GROUND

EE SECTION 911

PICAL SECTIONS

E X%---

1// 1// 1// Y> 1//,/> 1//Y/Y/, /, j:;yj;yj;y� '>0

SECTION B-B

TYPICAL CUT SECTION

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

PROJECT NAME & LOCATION

ROCK SPILLWAY

AS SPECIFIED

CUT SLOPE

DRAWING NAME

GEOTEXTILE

WHEN SPECIFIED

CUT

SEE SECTION 911

TYPICAL SECTIONS

OUTSLOPE X % ---

DRAIN DIP DETAILS

SECTION 1YPICAL ID

927 - DRAIN DIPS DD2

SHEET 2 OF 2

REVISION DATE DRAWING NO,

XX/XX/XX STD_ 927-10-02

SHEET

NO SCALE OF

Page 12 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 12 of 17

BACKFILL

WITH SUITABLE

MATERIAL

SIDE

DITCH

'\y\''

GEOTEXTILE PLAN VIEW

TYPE 1 - STANDARD TURNPIKE

RETAINER* DITCH

LOCATION DIMENSIONS (INCHES)

TYPICAL GEOTEXTILE

TYPE TYPE

@ ® ® ID TYPE LT RT

TPK-1 G R

N/ A WHEN NOT APPLICABLE

*FOR TYPICAL RETAINERS SEE SHEET STD_911-03

NOTES:

1. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO

VISUAL DISPLACEMENT.

2. REMOVE AND DISPOSE OF DUFF AND TOP

ORGANIC LAYERS DOWN TO MINERAL SOIL.

3. LEADOFF DITCH TO BE CONSTRUCTED THE

SAME AS SIDE DITCHES./

\ /( 4. LEAD-OFF DITCH TO DRAIN TO DAYLIGHT.

/ I!�\-'!\\ -_

I �II I I

/ © LEADOFF DITCH AS

STAKED ON THE GROUND SHOULDER

WIDTH -= /

1/-(/ '/:\\x---✓

DISPOSE OF

UNSUITABLE

MATERIAL

12 INCH

MINIMUM (TYP)

D

_:z®

@ "V" DITCH SECTION

TYPE

G1

G2

G3

COMMENTS

MATERIAL

NON-WOVEN

WOVEN

I

TREAD I

WIDTH -----j

SEE SECTION 913

TYPICAL SECTIONS

GEOTEXTILE TYPE

SHOULDER

WIDTH

COMMENTS

2 INCH

MINIMUM DISPOSE OF

UNSUITABLE

MATERIAL

EXISTING

GROU

® FLAT BOTTOM DITCH SECTION

TYPICAL CROSS SECTION

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PROJECT NAME & LOCATION DRAWING NAME REVISION DATE DRAWING NO.

TYPE 1 - STANDARD TURNPIKE XX/XX/XX STD_932-10-01

STANDARD TRAIL PLAN

SECTION

932 - TURNPIKES

1YPICAL ID

TPK NO SCALE

SHEET

Page 13 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 13 of 17

CARRIAGE

EMBED �

6 INCH SILL

EAD

IDTH

MINIMUM

(4) 20d GALVANIZED

NAILS PER STEP AND

SILL

STAIR�

�WIDTH

TWO CARRIAGE OPTION

FOR 3 FOOT OR LESS

STEP WIDTH

(6) 20d GALVANIZED

NAILS PER STEP AND

SILL

1/�

1/�STAIR

�STAIR WIDTH

WIDTH

THREE CARRIAGE OPTION

FOR 3 TO 6

FOOT STEP WIDTH

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

TYPICAL SPAN ID

STC-1

-I

STAIRCASE

CARRIAGE SILL STEP

NO. OF MATERIAL MATERIAL MATERIAL RUN RISE DIMENSION WIDTH DIMENSIONCARRIAGES DIMENSION

X X X

,__ __ _,__ STEP RUN

9 INCH MINIMUM, SHALL NOT

DEVIATE FROM ONE ANOTHER

BY MORE THAN 3/8 INCH

STEP RISE

MAXIMUM 8 INCH, SHALL

NOT DEVIATE FROM ONE

ANOTHER BY MORE THAN

,__ _________ +--3/8 INCH

1 INCH

MAXIMUM

WHEN SPECIFIED

SPECIES PRESERV.

TYPE

p

I I 1 I • I I I L"J

COMMENTS

(4) 20d GALVANIZED

NAILS PER SILL

2 INCH

MAXIMUM

,_ _____ STEP WIDTH ------i WHEN SPECIFIED

MAXIMUM SPAN 8 FEET WITH (2) CARRIAGES I

MAXIMUM SPAN 10 FEET WITH (3) CARRIAGES I

CARRIAGE DETAIL

NOTES:

1. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL

DISPLACEMENT.

2. REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS

DOWN TO MINERAL SOIL.

PROJECT NAME & LOCATION DRAWING NAME

SECTION

FRONT VIEW

PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)

PR ES ERVATIVE TREATMENT

TYPE TYPE

P1 WB

P2 WB

P3

TREATMENT TYPE

WB = WATERBORNE

OT = OIL-BORNE

STAIRCASE

936 - STAIRWAYS

USE

CATEGORY

UC4A

UC3B

UC3B

UC4A

UC4B

1YPICAL ID

STC

COMMENTS

USE CATEGORY

= ABOVE GROUND - EXPOSED

GROUND CONTACT - GENERAL USE

GROUND CONTACT - HEAVY DUTY

REVISION DATE DRAWING NO.

XX/XX/XX STD 936-40-01

SHEET

NO SCALE OF

Page 14 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 14 of 17

STANDARD BOARDWALK

FOOTING MATERIAL POST /SILLS/BACKWALLS

POST POST TYPICAL SECTION OVERALL SURFACE TYPE DEPTH WIDTH EMBEDMENT SPECIESID TYPE WIDTH WIDTH HEIGHT DEPTH

SB1-1 F

N/A WHEN NOT APPLICABLE

2 X 8

\CAP RAIL

T',..,.1 -

5/8 INCH BOLT, NUT

& FENDER WASHER

(2 PER SCUPPER BLOCK)

6 X 6

CONTINUOUS CURB

3 X 6 X 24 INCH

SCUPPER BLOCK

5·

30"

(TYP) 2 X 4

CURB RETAINER

42 INCH

(TYP) BLOCKING

DECK

STRINGER

POST

I I

HEADER BEAM

RAIL SYSTEM DETAIL

TYPE

FT1

FT2

FT3

FOOTING MATERIAL

MATERIAL GRADATION

CONCRETE

AGGREGATE

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

LAG BOLTS

SILL

BACKWALL NOT SHOWN FOR CLARITY

6 X 6

CONTINUOUS CURB

5/8 INCH BOLT, NUT

& FENDER WASHER

BACKWALL

CURB DETAILS

24 INCH

I

(TYP)

L 4 INCH

I (TYP)

(2 PER SCUPPER BLOCK)

CURB SPLICING DETAIL

COMMENTS

PROJECT NAME & LOCATION

HEADER BEAM/STRINGERS/

PRESERV.

DECK/CURB/RAILING SYSTEM

DECK PRESERV. COMMENTS TYPE SIZE SPECIES TYPE

p

24 INCH

(TYP)

4 INCH

(TYP)

r CONTINUOUS

CURB

p

NOTES:

1. DESIGN LOAD: 100 PSF PEDESTRIAN LOAD.

2. ALL MATERIAL TYPE SHALL BE DOUGLAS FIR OR

SOUTHERN PINE NO. 2 OR BETTER AS SPECIFIED IN

THE ABOVE TABLE.

3. ALL FASTENERS SHALL BE GALVANIZED.

4. FASTENERS:

DECKING:

SCUPPER

BLOCK

60d 6 INCH RING SHANK NAILS OR

DECK SCREWS 2 PER DECK

STRINGER CONNECTION.

SILL

BRACKET

CURB

RETAINER

STRINGER

(TYP) _j [_ 1 1/4

I (TYP)

�I------, ¢11/16

(TYP)

RAILING: NO. 10 X 4 INCH LONG WOOD

SCREWS 2 PER RAIL POST

CONNECTION.

STRINGERS & 40d 5 INCH LONG RING SHANK

BACKWALLS: NAILS.

5. ALERNATIVE FOR 7 /8 BOLTS FOR HEADER BEAM IS

BRACKET WITH AN ALLOWABLE LOAD OF 1100 LBS EACH

SIDE.

_l_

-LL

y 4

1-

BRACKET DETAIL

3 X 6 X 24

INCH

SCUPPER

BLOCK

PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)

PRESERVATIVE TREATMENT

TYPE TYPE

P1 WB

P2 WB

P3

TREATMENT TYPE

WB = WATERBORNE

OT = OIL-BORNE

USE

CATEGORY

UC4A

UC3B

COMMENTS

USE CATEGORY SHEET 1 OF 3

UC3B = ABOVE GROUND - EXPOSED

UC4A = GROUND CONTACT - GENERAL USE

UC4B = GROUND CONTACT - HEAVY DUTY

DRAWING NAME I/ REVISION DATE � I/ DRAWING NO.

STANDARD BOARDWALK

SECTION TYPICAL ID

938 - BOARDWALKS S81

XX/XX/XX STD 938-10-01

SHEET I

� NO SCALE A

� �F A

Page 15 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 15 of 17

BACKWALL

OVERALL WIDTH

6 FOOT MAXIMUM

SURFACE WIDTH

i------ 5 FOOT MAXIMUM __ ___.

1 2 I NCH --,-----...;,a

(TYP)

1 2 INCH _____... ___ ____.

(TYP)

3 FOOT MINIMUM

2 X 8 DECK FOR

PEDESTRIAN

3 X 8 DECK FOR

EQUESTRIAN OR ATV

MINIMUM

EMBED 1/3 J

MINIMUM

@ TYPICAL GROUND SECTION

BLOCKING REQUIRED AT EVERY

SUPPORT NOT SHOWN FOR CLARITY

STRINGER

HEADER BEAM

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

/POST

BOLT DETAIL

INCHES

4 1/2

INCHES

2 3 4

INCHES

PROJECT NAME & LOCATION

SEE CURB DETAILS

SHEET STD_938-10-01

5/8 X 2 1/2 LONG

LAG BOLT

SEE BRACKET DETAIL

SHEET STD_938-10-01

5/8 X 9 LONG

LAG BOLT

12 X 12 SILL

OVERALL WIDTH

6 FOOT MAXIMUM

SURFACE WIDTH

_,__ __ 5 FOOT MAXIMUM

3 FOOT MINIMUM

SEE RAIL SYSTEM DETAIL

SHEET STD_938-10-01

SEE CURB DETAILS

SHEET STD_938-10-01

3 X 12

STRINGER

3 X 12

HEADER BEAM

7 /8 BOLT,

NUT & WASHER

(TYP)

6 X 6

POST

2 X 8 DECK FOR

PEDESTRIAN

3 X 8 DECK FOR

EQUESTRIAN OR ATV

MINIMUM

8 INCH

MINIMUM

BACKFILL WITH

SUITABLE MATERIAL

FOOTING

WHEN SPECIFIED

3 FOOT

MAXIMUM

EMBEDMENT

DEPTH

3 FOOT

MINIMUM

@ TYPICAL ELEVATED

SECTION

© TYPICAL ELEVATED

SECTION

LESS THAN 3 FEET WITH CURB LESS THAN 3 FEET WITH CURB

BLOCKING REQUIRED AT EVERY SUPPORT BLOCKING REQUIRED AT EVERY SUPPORT

NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY

DRAWING NAME

STANDARD BOARDWALK

SECTION 1YPICAL ID

938 - BOARDWALKS 582

REVISION DATE

XX/XX/XX

NO SCALE

SHEET 2 OF 3

DRAWING NO.

STD 938-10-02

SHEET

Page 16 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 16 of 17

CURB

SEE STD_928-10-01

3 X 12 - 2 SPAN

CONTINUOUS

MINIMUM

,½���

SEE TYPICAL

SECTIONS

srn_g 38-1 o-o

2 __ �r1;;�----

----------- 5 FOOT MAXIMUM (TYP) ---./\;�------------- I

2 X 12

BLOCKING

ABUTMENT PROFILE VIEW

0 0

1-T--1'---+------,f------------------

1-r----+--+-----------------

DECKING

SEE TYPICAL SECTIONS

STD_938-1 0-02

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

STANDARD TRAIL PLAN

ABUTMENT PLAN VIEW

PROJECT NAME & LOCATION

TYPICAL STRINGER

DETAIL

STRINGER LAP JOINT

DETAIL

PIER PROFILE VIEW

STRINGER BLOCKING

DETAIL

BLOCKING, CROSS BRACING, DECKING AND RAIL SYSTEM NOT SHOWN FOR CLARITY

HURRICANE

TIE

;-- -----; ------r---t-i-----t-1�--�..,.

HURRICANE

TIE

--......--------l.-+-¼---+-,____.l

TYPICAL STRINGER

DETAIL

STRINGER LAP JOINT

DETAIL

PIER PLAN VIEW

STRINGER BLOCKING

DETAIL

3 X 12 X 12 LONG

BLOCKING (TYP)

BLOCKING, CROSS BRACING, DECKING AND RAIL SYSTEM NOT SHOWN FOR CLARITY SHEET 3 OF 3

DRAWING NAME

STANDARD BOARDWALK

SECTION 1YPICAL ID

938 - BOARDWALKS 583

REVISION DATE

XX/XX/XX

NO SCALE

� DRAWING NO. �

STD 938-10-03

SHEET I

OF

� I

Page 17 of 17 R10 MATOC IDIQ ROADS & TRAILS CONSTRUCTION & MAINTENANCEPage 17 of 17