Appendix 2 Typical Culvert.pdf

PDF 343 KB Posted

Attached to
KMRD Fire Cove Road Maintenance Federal contract opportunity
Solicitation number
1240BF23Q0030
Issued by
Department of Agriculture Forest Service

View the file

Other files for this federal contract opportunity

Other files attached to KMRD Fire Cove Road Maintenance, newest first.
File Type Posted
1240BF23Q0030 amend1.pdf PDF
Attachment 1 PWS KMRD Fire Cove.pdf PDF
Attachment 3 Schedule of Items Offer Sheet.xlsx XLSX spreadsheet
Appendix 4 Typical Brushing.pdf PDF
Appendix 7 Fire Cove photos.pdf PDF
Appendix 8 Campsites Campgrounds.pdf PDF
1240BF23Q0030 KMRD Fire Cove RdMaint.pdf PDF
Appendix 1 FSSS.pdf PDF
Appendix 6 SW Neets Map.pdf PDF
Appendix 9 PBS 800-861.pdf PDF
Attachment 2 SCA WD 2015-5685 R19 12.27.22 Tongass.pdf PDF
Appendix 3 Typical Overlay.pdf PDF
Appendix 5 Fire Cove Map.pdf PDF
Show all 13

On GovTribe

Work with this file on GovTribe

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

Text version

TYPICAL CULVERT INSTALLATION AT LIVE STREAMS

SELECT BACKFILL MATERIAL AND DEPTH FOR

BEDDING REFER TO FP-14 SECTIONS 602 AND 209.09

PIPE Ø

SUBGRADE

GRADE OF CMP SHALL BE SAME AS EXISTING

STREAM CHANNEL UNLESS OTHERWISE SHOWN

ON DRAWINGS

EXISTING

STREAMBED

1' MIN

4" MIN

1.25

RIP RAP

SEE NOTE 7

TYPICAL CULVERT INSTALLATION FOR DITCH RELIEF

SELECT BACKFILL MATERIAL AND DEPTH FOR

BEDDING REFER TO FP-14 SECTIONS 602 AND 209.09

PIPE Ø

SUBGRADE

GRADE OF CMP SHALL BE SAME AS EXISTING

STREAM CHANNEL UNLESS OTHERWISE SHOWN

ON DRAWINGS

1' MIN

1.25

EXISTING GROUND

VARIABLE SLOPE

2' MIN DEPTH

MINIMUM WIDTH OF

APRON IS 2 PIPE Ø

NOTES

1. PLACE CULVERT IN ALIGNMENT WITH THE NATURAL STREAM

CHANNEL. WHERE NO CHANNEL IS APPARENT, INSTALL CULVERTS

AT SKEWS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE CO.

2. MINIMUM CULVERT GRADES SHALL BE 5% OR

OF THE TRIBUTARY

DITCH GRADE.

3. CAMBER WILL DEPEND ON SITE CONDITIONS. MAXIMUM CAMBER IS

2% (STEEL OR ALUMINUM CULVERTS) OR 1% (POLYETHYLENE

CULVERTS) OF CULVERT LENGTH BY NO MORE THAN 2.5" AT

CENTER.

4. CATCH BASIN CONSTRUCTION IS REQUIRED WHEN SHOWN ON THE

DRAWINGS AND AT ALL INSTALLATIONS WHERE THE INLET IS LOWER

THAN NATURAL GROUND.

5. CULVERT INLETS AND OUTLETS SHALL EXTEND 24" BEYOND THE

TOE OF THE FILL UNLESS AGREED TO BY THE CO.

6. MINIMUM COVER OVER CULVERTS UNLESS OTHERWISE SHOWN ON

THE DRAWINGS IS 12".

7. PLACE RIPRAP AT SITES SHOWN ON THE DRAWINGS OR AS

DIRECTED BY THE CO. MINIMUM WIDTH OF RIPRAP IS 1.5 PIPE Ø.

MINIMUM RIPRAP SIZE IS CLASS 4.

8. THE CONTRACTOR SHALL PROVIDE THE CO A LIST OF AS-SLOPE

STAKED CULVERT LENGTHS AND LOCATIONS.

CULVERT SKEW DIAGRAM

BEGIN PROJECT ℄ END PROJECT

TYPICAL CATCH BASIN WITH DITCH BLOCK

CONSTRUCT DITCH BLOCK OF ROCK

WITH 12" MAX AVERAGE DIAMETER.

HEIGHT OF DITCH BLOCK SHALL BE NO

GREATER THAN THE TOP OF THE CULVERT

25' TAPER EACH SIDE

ALUMINUM & STEEL CULVERT CORRUGATIONS

SHALL CONFORM TO THE FOLLOWING:

PIPE SIZE MINIMUM (IN./GAGE) CORRUGATIONS

(IN) STEEL ALUMINUM

18 TO 36 0.064"/16 0.060" / 16 2

" X 0.5"

48 0.079" / 14 0.075" / 14 2

" X 0.5"

60 0.079" / 14 0.075" / 14 5" X 1"

72 0.109" / 12 0.105" / 12 5" X 1"

POLYETHYLENE (PE) CULVERT

PER ASTM D 3350

CORRUGATED

PIPE SIZE MIN COVER CELL CLASS CELL CLASS

Ø NO. 315412C NO. 324420C

MAX FILL HEIGHT IN FEET

18" 12" 12' 10'

24" 12" 12' 10'

30" 12" 12' 10'

36" 12" 11' 10'

POLYETHYLENE (PE) CULVERT

PER ASTM D 3350

RIBBED

PIPE SIZE MIN COVER CELL CLASS CELL CLASS

Ø NO. 334433C NO. 335434C

MAX FILL HEIGHT IN FEET

18" 12" 18' 24'

24" 12" 22' 28'

30" 12" 22' 28'

36" 12" 25' 31'

40" 12" 21' 27'

48" 12" 21' 26'

DIRECTION

OF FLOW

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/18

:5 3 K

CH

ER

RY

C

:\F

OR

ES

T

SE

RV

IC

E\

AU

TO

CA

D\

TO

NG

AS

S

RO

AD

A

ND

B

RI

DG

E

ST

AN

DA

RD

D

RA

W

IN

GS

\N

EW

R

OA

D

ST

AN

DA

RD

D

RA

W

IN

GS

S

EP

T2

8\R

T

ON

GA

SS

ST

AN

DA

RD

R

OA

DS

D

RA

W

IN

GS

.D W

G;

R10

ALASKA REGION

KMRD Fire Cove Road Maintenance

TONGASS NATIONAL

FOREST

KM Ranger District

TYPICAL CULVERT

DETAILS

XX/XX/XXXX

FS090523_R102013_L1-002.dwg

TNF

K. CHERRY

TNF ENG

C-03

100002

AutoCAD SHX Text

PROJECT NAME

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
R10 TONGASS - STANDARD ROADS DRAWINGS-COVERSHEET
R10 TONGASS - STANDARD ROADS DRAWINGS-EST QTY
R10 TONGASS - STANDARD ROADS DRAWINGS-TYP X-SECT
R10 TONGASS - STANDARD ROADS DRAWINGS-OVERLAY
R10 TONGASS - STANDARD ROADS DRAWINGS-CULVERT
R10 TONGASS - STANDARD ROADS DRAWINGS-STAKING
R10 TONGASS - STANDARD ROADS DRAWINGS-LINEAR GRADING 1
R10 TONGASS - STANDARD ROADS DRAWINGS-LINEAR GRADING 2
R10 TONGASS - STANDARD ROADS DRAWINGS-EROSION CONTROL
R10 TONGASS - STANDARD ROADS DRAWINGS-DEWATERING
R10 TONGASS - STANDARD ROADS DRAWINGS-PIT & QUARRY

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