7. Asphalt Transition Diagrams and Skid Trail Closures.pdf

PDF 380 KB Posted

Attached to
Crest Switchback DxP IRSC
Solicitation number
12363N26Q4030
Issued by

About this file

These are technical design drawings for the Crest Switchback DxP Stewardship project located on the Sandia District of Cibola National Forest in the Southwestern Region of the U.S. Department of Agriculture Forest Service. The drawings were prepared by the Forest Service and dated November 5, 2025.

Drawing D-01 provides an Asphalt Transition Detail that specifies the construction methodology for blending new asphalt into existing road surfaces. The procedure involves three steps: positioning a roller before the blend area and excavating a trench across the road to a depth of approximately three times the HMAC (Hot Mix Asphalt Concrete) thickness, which is approximately 3 feet in width; placing and compacting a 4-inch depth of aggregate base course into the trench; and immediately placing 2 inches of excavated existing aggregate material back into the trench, compacting it, then adding new surface aggregate and compacting to achieve the required transition depth. Drawing D-02 illustrates Skid Trail and Entry Management procedures, including the construction of earth berms with slopes of 1.5:1 downgrade, incorporating logs, rocks, or other materials placed on berms to discourage vehicular use. The berm locations are based on skid trails utilized during the timber contract operations. Both drawings are marked "Not to Scale" and include standard Forest Service title block information and revision tracking.

View the file

Other files

Show all 19

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

PROFILE VIEW

ASPHALT TRANSITION DETAIL

3'

EXISTING HMAC

BLEND TO

EXISTING

GRADE

EXISTING EDGE OF ROAD

NOT TO SCALE

ASPHALT TRANSITION STEPS:

1. POSITION ROLLER BEFORE BLEND AREA. EXCAVATE TRENCH ACROSS ROAD TO A DEPTH OF APPROXIMATELY 3 TIMES THE HMAC

THICKNESS AND DISPOSE OF EXCESS AT WASTE SITE. THE TRENCH SHALL BE APPROXIMATELY 3' WIDE IN LENGTH. PLACE AND

COMPACT 4" DEPTH AGGREGATE BASE COURSE INTO TRENCH AS SHOWN.

2. ADD AGGREGATE COURSE TO TRENCH

3. IMMEDIATELY PLACE 2" DEPTH EXCAVATED EXISTING AGGREGATE MATERIAL FROM STEP ONE BACK INTO TRENCH AND COMPACT.

ADD NEW SURFACE AGGREGATE AND COMPACT TO GET THE REQUIRED DEPTH FOR TRANSITION.

NEW SURFACE AGGREGATE *BLEND

BACK INTO EXISTING AGGREGATE

EXISTING SURFACE

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

/4/

:0 4 D

EN

AE

GI

ER

SC

H

C:

\U

SE

RS

\D

EN

AE

GI

ER

SC

H\

ON

ED

RI

VE

US

DA

\R

OA

DS

\C

RE

ST

S W

IT

CH

B

AC

K_

TI

MB

ER

\A

SP

HA

LT

T

RA

NS

IT

IO

N.

DW

G;

(R03)

SOUTHWESTERN REGION

CREST

SWITCHBACK DxP

STEWARDSHIP

IRSC

CIBOLA NATIONAL

FOREST

D5

SANDIA DISTRICT

ASPHALT TRANSITION

DETAIL

11/5/2025

GF

DG

GF

D-01 1 2

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 E

SKEW

C

DOWNGRADE

MATERIAL TO BE EXCAVATED

1.5

MATERIAL TO BE EXCAVATEDEXCAVATED MATERIAL

A

B

1.5

D

DOWNGRADE

NOT TO SCALE

PROFILE VIEW

NOT TO SCALE

NOTE:

PLACE LOGS, ROCKS OR OTHER MATERIAL ON

BERM TO DISCOURAGE VEHICULAR NEGOTIATION.

LOCATIONS BASED ON SKID TRAILS USED DURING

CONTRACT.

EARTH BERM

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

/4/

:4 2 D

EN

AE

GI

ER

SC

H

C:

\U

SE

RS

\D

EN

AE

GI

ER

SC

H\

ON

ED

RI

VE

US

DA

\R

OA

DS

\C

RE

ST

S W

IT

CH

B

AC

K_

TI

MB

ER

\D

EC

OM

MI

SS

IO

NI

NG

T

YP

IC

AL

S.

DW

G;

(R03)

SOUTHWESTERN REGION

CREST

SWITCHBACK

DxP STEWARSHIP

IRSC

CIBOLA NATIONAL

FOREST

D5

SANDIA DISTRICT

SKID TRAIL AND ENTRY

MANAGEMENT

11/5/2025

GF

DG

GF

D-02 002 2

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 E

Sheets and Views
ASPHALT TRANSITION-PLOT
OLE1
DECOMMISSIONING TYPICALS-EARTH BERM
OLE1

File details come from the government source that posted it. Updated .