Attachment 5 - Shirley Creek_Drawing_CS-02.pdf

PDF 237 KB Posted

Attached to
Shirley Creek Campground Improvements
Solicitation number
127EAX26Q0114
Issued by

About this file

This document is a technical design sheet for camping spur construction at Shirley Creek Campground in the Hoosier National Forest, Eastern Region, managed by the USDA Forest Service Brownstown Ranger District.

The sheet provides detailed specifications for constructing single and double camping spurs, including typical spur cross-sections, profiles, and plan views with precise measurements and slope requirements. Key construction requirements include staking centerlines prior to construction, stripping and reusing turf for grading and drainage, establishing subgrade through excavation with on-site soil reuse where needed, and installing compacted crushed aggregate per specifications. Aggregate materials include 6-inch thick INDOT #53 base course material and 3-inch thick INDOT #73 surface course material, with 1-foot shoulders and 2% slope grades. Spur lengths vary from 16 feet for single spurs to 30-32 feet for double spurs, with 50-foot minimum lengths from the road centerline. The contractor must restore disturbed areas with topsoil, seed, and mulch. Social area layouts are provided for Type "A" and Modified Type "A" configurations with specific dimensions for picnic areas, fire rings, and campsite arrangements. The USDA Forest Service will provide and install fire rings, picnic tables, wheelstops, and campsite markers. The sheet is dated April 15, 2024, and is part of a larger campground improvements project.

View the file

Other files

Show all 12

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

NOTES

5' MIN. RADIUS

35' MIN. RADIUS

45-52° APPROX. - VARIES

C

L

SPUR

32' SUBGRADE - DOUBLE SPUR

30' - DOUBLE SPUR

2:1 (C > 3')

3:1 (C = 0'-3')

CUT SLOPE (TYP.)

16' - SINGLE SPUR

ROAD

C

L

SUB GRADE ELEVATION

L

C

FILL SLOPE

SUB GRADE ELEVATION

3:1 (F = 0'- 3')

UNDISTURBED

GRADE

COMPACTED FILL

USING TOP SOIL

DRESS TOP 4"

2:1 (F > 3')

ROAD

EDGE

ON SPUR LAYOUT PLANS

8% SLOPE MAX.

PARKING AREA

LENGTH VARIES

FILL MATERIAL

GROUND

NATIVE

6 FT. WHEEL STOP

COMPACTED

ROAD

3:1 (F=0'-3')

FILL SLOPE

2:1 (F>3')

COMPACTED AGGREGATE

18' SUBGRADE - SINGLE SPUR

5' TYP.

50' MINIMUM LENGTH

SEE SITE PLAN AND SPUR LAYOUT PLAN SHEETS

FOR GRADING

5'

TYP.

TYPICAL SPUR CROSS SECTION

NO SCALE

TYPICAL SPUR PROFILE

NO SCALE

TYPICAL SINGLE SPUR - PLAN VIEW

NO SCALE

50' MINIMUM - SEE NOTE 1

6" THICK COMPACTED AGGREGATE

INDOT #53 BASE COURSE MATERIAL

6" THICK COMPACTED AGGREGATE

INDOT #53 BASE COURSE MATERIAL ON RAMP

1' SHOULDER

1' SHOULDER

TABLE

PICNIC

FIRE RING

20'

20'

NORMAL EDGE OF

GRAVEL ROAD

M

I

N

S

L

O

P

E

T

Y

P

I

C

A

L S

L

O

P

E

O

R

6 FT. WHEELSTOP

28.25'

16'

3" THICK COMPACTED AGGREGATE

INDOT #73 SURFACE COURSE MATERIAL

RAMP TO 2% SLOPE

SLOPE 2% AS SHOWN

1' SHOULDER

3" THICK COMPACTED AGGREGATE

INDOT #73 SURFACE COURSE MATERIAL

INDOT #53 SHOULDER MATERIAL

COMPACTED

AGGREGATE

COMPACTED AGGREGATE

EXISTING SURFACE GRADE

1.

2.

THE CONTRACTOR WILL STAKE THE CENTERLINE OF THE SPUR AT THE

CENTERLINE OF THE ROAD AND BACK OF THE SPUR PRIOR TO CONSTRUCTION.

ACTUAL LENGTH OF THE SPUR MAY VARY FROM THE TYPICAL LENGTH SHOWN.

CONSTRUCT SPURS AS SHOWN ON THIS SHEET AND THE SITE DEVELOPMENT

PLAN SHEETS. FOREST SERVICE CONTRACTING OFFICER'S REPRESENTATIVE

SHALL APPROVE AND MAY ADJUST STAKING PRIOR TO THE START OF WORK.

CONTRACTOR SHALL STRIP TURF FROM THE SPUR AND SOCIAL AREAS AND

USE THIS MATERIAL ONSITE FOR MINOR GRADING TO ENSURE PROPER

DRAINAGE IS ESTABLISHED WITH THE INSTALLATION OF THE CAMPING SPURS.

3. CONTRACTOR SHALL ESTABLISH SUBGRADE BY EXCAVATING SPUR AND SOCIAL

AREAS. EXCAVATED SOIL MATERIALS MAY BE USED AS FILL WHERE NEEDED.

4. CONTRACTOR TO PROVIDE, INSTALL AND COMPACT CRUSHED AGGREGATE AS

DETAILED IN TYPICAL SPUR CROSS SECTION AND PROFILE.

5. CONTRACTOR TO RESTORE AREAS DISTURBED BY CONSTRUCTION WITH

TOPSOIL, SEED AND MULCH.

6. THE USDA FOREST SERVICE WILL PROVIDE AND INSTALL FIRE RINGS, PICNIC

TABLES, WHEELSTOPS AND CAMPSITE MARKERS.

S

L

O

SOCIAL AREA LAYOUTS - SINGLE SPUR CAMPSITE

NO SCALE

20.00'

40.00'

51.50'

20.00'

' 2

TYPE "A" SOCIAL AREA - TYP.

MODIFIED TYPE "A" SOCIAL AREA - WHERE INDICATED ON PLAN (DIMENSIONS MAY VARY TO AVOID TREES

SURFACING PER SPUR

CROSS SECTION

SURFACING PER SPUR

CROSS SECTION

S L O

S L O

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

4/1 5/2

4 1 6:

K

EN

NE

TH

KE

EL

EY

C :\U

SE

RS

\K

EN

NE

TH

KE

EL

EY

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

PR

OJ

EC

TS

\H

OO

SI

ER

N F\

SH

IR

LE

Y

CR

EE

K

CA

MP

GR

OU

ND

\S

HI

RL

EY

C

RE

EK

-C

AM

PS

IT

E

DE

TA

IL

S.

DW

G;

R9

EASTERN REGION

SHIRLEY CREEK

CAMPGROUND

IMPROVEMENTS

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

CAMPING SPUR DETAILS

- SHEET 1

04/15/2024

K.KEELEY

K.KEELEY

X.XXX

CS-02

02 3

AutoCAD SHX Text A

AutoCAD SHX Text

CS-04

AutoCAD SHX Text B

AutoCAD SHX Text

CS-04

AutoCAD SHX Text C

AutoCAD SHX Text

CS-04

AutoCAD SHX Text D

AutoCAD SHX Text

CS-04

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

Sheets and Views
CS-02
OLE1

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