PICWRP1_Combined_DWG_(4-11-17).pdf

PDF 712 KB Posted Apr 12, 2017

Attached to: PICWRP1 WRP Restoration, Presque Isle County, Michigan
Solicitation number: AG-1A23-S-17-0004
Issued by: Department of Agriculture National Resources Conservation Service Northeast Region

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PICWRP1 Combined DWG Note: To be used to print out DWG on 11 X 17 sheets.

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Natural Resources

Conservation Service

United States

Department of

Agriculture

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text 5-14-14

AutoCAD SHX Text

JRN/KMP

AutoCAD SHX Text 10/08

AutoCAD SHX Text

AMP

AutoCAD SHX Text S:\...\NRCS\Engineering\

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 200' on 11x17 sheet

AutoCAD SHX Text

AutoCAD SHX Text Borrow Site, Staked in field by NRCS Approximately 1 acre in size. Depth to clay varies and thickness of clay layer varies

AutoCAD SHX Text Existing Embankment Centerline

AutoCAD SHX Text County Road 638

AutoCAD SHX Text Existing Farm Lane

AutoCAD SHX Text 7-02-14

AutoCAD SHX Text T. Zielinski

AutoCAD SHX Text Presque Isle Co., Michigan Belknap Township, T.34N-R.5E, Sec. 23

AutoCAD SHX Text

PICWRP1

AutoCAD SHX Text Plan View

AutoCAD SHX Text Embankment Repair

AutoCAD SHX Text Work Limits

AutoCAD SHX Text

AutoCAD SHX Text Excavated materials from the embankment are to be placed in the area where the borrow material was removed. Finish grade will be no more than 3 feet above surrounding ground, and side slopes no steeper than 3:1.

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Horizontal (feet)

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text

AutoCAD SHX Text Elevation (feet)

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text S:\...\NRCS\Engineering\

AutoCAD SHX Text

AutoCAD SHX Text Planned Water Level

AutoCAD SHX Text

AutoCAD SHX Text Upstream slope of embankment to be pulled back to 5H:1V. Remove this portion of existing embankment.

AutoCAD SHX Text 13' Rock Armoring; D50= 3" over Class I Nonwoven Geotextile

AutoCAD SHX Text

AutoCAD SHX Text Limit of Planned Excavation

AutoCAD SHX Text Excavate to Mineral Soil

AutoCAD SHX Text Top of Embankment Constructed El. 94.4' Settle El. 94.0'

AutoCAD SHX Text Remove existing embankment to this planned excavation limit

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text 11/11

AutoCAD SHX Text K. Papes

AutoCAD SHX Text 11/11

AutoCAD SHX Text K. Papes

AutoCAD SHX Text Presque Isle Co., Michigan Belknap Township, T.34N-R.5E, Sec. 23

AutoCAD SHX Text

PICWRP1

AutoCAD SHX Text Cross Section A-A'

AutoCAD SHX Text 7/2/14

T. ZielinskiZielinski t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Horizontal (feet)

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+10

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+30

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+70

AutoCAD SHX Text 0+80

AutoCAD SHX Text 0+90

AutoCAD SHX Text

AutoCAD SHX Text Elevation (feet)

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+10

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text S:\...\NRCS\Engineering\

AutoCAD SHX Text

AutoCAD SHX Text Planned Water Level

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text Existing Ground Line below this point is extrapolated.

AutoCAD SHX Text X

AutoCAD SHX Text Existing Ground Line beyond this point is extrapolated.

AutoCAD SHX Text Upstream slope of embankment to be pulled back to 5H:1V. Remove this portion of existing embankment.

AutoCAD SHX Text 13' Rock Armoring; D = 3" over Class I Nonwoven Geotextile50 = 3" over Class I Nonwoven Geotextile

AutoCAD SHX Text Top of Embankment Constructed El. 94.4' Settle El. 94.0'

AutoCAD SHX Text El. 93.6'

AutoCAD SHX Text El. 91.0'

AutoCAD SHX Text Limit of Planned Excavation

AutoCAD SHX Text Existing 12" Inline Water Control Structure to be removed.

AutoCAD SHX Text Excavate to Mineral Soil

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text 11/11

AutoCAD SHX Text K. Papes

AutoCAD SHX Text 11/11

AutoCAD SHX Text K. Papes

AutoCAD SHX Text Presque Isle Co., Michigan Belknap Township, T.34N-R.5E, Sec. 23

AutoCAD SHX Text

PICWRP1

AutoCAD SHX Text Cross Section B-B'

AutoCAD SHX Text 7/2/14

T. ZielinskiZielinski t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text S:\...\NRCS\Engineering\

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (Symmetrical about C )

AutoCAD SHX Text

PROFILE ALONG CENTERLINE

AutoCAD SHX Text

TYPICAL SECTION OF INLET

AutoCAD SHX Text Elev. 92.5

AutoCAD SHX Text

ISOMETRIC VIEW

AutoCAD SHX Text Elev. 91.0

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Inlet Channel 10' Bottom width; Level at 92.5'; Extends upstream from rock chute to where it daylights at pool area.

AutoCAD SHX Text L

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Elev. 92.5

AutoCAD SHX Text Geotextile, Nonwoven Class 1

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text (Symmetrical about C )

AutoCAD SHX Text

TYPICAL SECTION OF CHUTE

AutoCAD SHX Text L

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Geotextile, Nonwoven Class 1

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text (Symmetrical about C )

AutoCAD SHX Text

TYPICAL SECTION OF OUTLET

AutoCAD SHX Text L

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Elev. 91.0

AutoCAD SHX Text Geotextile, Nonwoven Class 1

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Geotextile, Nonwoven Class 1

AutoCAD SHX Text

AutoCAD SHX Text Elev. 91.5

AutoCAD SHX Text

* Weight of rock pieces based on 50% cubical and 50% spherical pieces. Specific gravity = 2.65Specific gravity = 2.65

AutoCAD SHX Text

MATERIAL QUANTITIIES

AutoCAD SHX Text Rock Riprap

AutoCAD SHX Text 30 cu.yds.

AutoCAD SHX Text Geotextile

AutoCAD SHX Text 108 sq. yds.

AutoCAD SHX Text Chute slope not steeper than 3:1

AutoCAD SHX Text Side slopes not steeper than 1.5:1

AutoCAD SHX Text

NOTES

AutoCAD SHX Text Geotextile shall meet the requirements of Construction Specification MI-165.

AutoCAD SHX Text

RIPRAP DATA

AutoCAD SHX Text D Rock Size

AutoCAD SHX Text 6 in.

AutoCAD SHX Text Rock Shape

AutoCAD SHX Text Cubical

AutoCAD SHX Text

ROCK GRADATION

AutoCAD SHX Text Rock Size Inches Lbs.*

AutoCAD SHX Text % Smaller (by weight)

AutoCAD SHX Text 12 125

AutoCAD SHX Text

AutoCAD SHX Text 9 50

AutoCAD SHX Text 60 - 100

AutoCAD SHX Text 6 16

AutoCAD SHX Text 30 - 50

AutoCAD SHX Text

1.5 0.2

AutoCAD SHX Text 5 - 25

AutoCAD SHX Text

NO. 4 SIEVE

AutoCAD SHX Text 0 - 5

AutoCAD SHX Text

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text 11/11

AutoCAD SHX Text K. Papes

AutoCAD SHX Text 11/11

AutoCAD SHX Text K. Papes

AutoCAD SHX Text Presque Isle Co., Michigan Belknap Township, T.34N-R.5E, Sec. 23

AutoCAD SHX Text

PICWRP1

AutoCAD SHX Text Rock Chute Details

AutoCAD SHX Text 7/2/14

T. ZielinskiZielinski

PICWRP1 Combined DWG

PICWRP1

Sheets and Views

PICWRP1-Fed Plan View

OLE1

PICWRP1-Fed Site Layout

OLE1

PICWRP1-Fed Rock Chute

OLE1

PICWRP1-Fed XSec A

Sheets and Views

Fed XSec A

OLE1

PICWRP1-Fed XSec B

Sheets and Views

Fed XSec B

OLE1

PICWRP1-Fed Coversheet

Sheets and Views

Fed Coversheet

OLE1

PICWRP1-Fed Site Layout

Sheets and Views

Fed Site Layout

OLE1

File details come from the government source that posted it. Updated Nov 14, 2017.