Drawings_CG105_Amendment_0003.pdf

PDF 666 KB Posted May 5, 2015

Attached to: FY15 PIKE RIVER AQUATIC ECOSYSTEM RESTORATION
Solicitation number: W911XK-15-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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SHEET CG105

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File	Type	Posted
Bid_Abstract.pdf	PDF	May 15, 2015
Specification_01_32_03_Amendment_03.pdf	PDF	May 5, 2015
W911XK-15-B-0001-0003.pdf	PDF	May 5, 2015
Specification_31_00_00.10_Amendment_03.pdf	PDF	May 5, 2015
Drawings_CG501_Amendment_0003.pdf	PDF	May 5, 2015
Specification_01_45_00.00_10.pdf	PDF	Apr 24, 2015
W911XK-15-B-0001-0002.pdf	PDF	Apr 24, 2015
Pike_River_Ecosystem_Restoration_Project_Hydrology.pdf	PDF	Apr 24, 2015
Drawings_-Pike_River_Final_Surface.xml	XML file	Apr 3, 2015
Drawings_-Pike_River_Existing_Surface.xml	XML file	Apr 3, 2015
Drawings_-Pike_River_Existing_Surface.dtm	—	Apr 3, 2015
W911XK-15-B-0001_Amend_0001.pdf	PDF	Apr 3, 2015
Drawings_-__Plans.pdf	PDF	Mar 25, 2015
W911XK-15-B-0001.pdf	PDF	Mar 25, 2015
Drawings_-__DTM.dtm	—	Mar 25, 2015
Drawings_-__Specification.pdf	PDF	Mar 25, 2015

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L A

M P A R E

C H

TO THE VILLAGE

DELIVER STEEL BEAMS

REMOVE, SALVAGE &

B R I

D G

B E

A M

S T

O W

EXISTING GRADE

AREA TO MATCH

CG105

G R

A D

G P

L A

80’0 40’

SCALE:1"=40’

GRADING PLAN

MATCHLINE SHEET 25

MATCHLINE SHEET 23

EXISTING GRADE

AREA TO MATCH

670670670

690690

680 680

680680

22 23

PROJECT LIMIT

BY CLEARING & GRINDING

BE REMOVED FROM CHANNEL

3. TREES & OVERGROWTH SHALL

UNLESS NOTED OTHERWISE.

FABRIC AT ALL DISCHARGES

MEDIUM FIELDSTONE WITH GEOTEXTILE

12-INCHES AND GREATER, AND PLACE

APRON ENDWALL WITH GRATE ON PIPES

OF PIPES LESS THAN 12-INCHES, AN

INSTALL A RODENT GUARD AT THE END

PIPE MATCHES THE PROPOSED GRADING,

THE POINT WHERE THE INVERT OF THE

ENCOUNTERED DURING CONSTRUCTION TO

PIPES (DRAIN TILES, CULVERTS, ETC.)

2. REMOVE OR EXTEND EXISTING STORM WATER

CHANNEL.

JAMS IN NEWLY CONSTRUCTED

CONJUNCTION WITH LOG

EXCAVATE DEEP POOLS IN

IN EXISTING CHANNEL.

1. DO NOT EXCAVATE DEEP POOLS

NOTES:

EASTING NORTHING#

PROPOSED CHANNEL CENTERLINE CONTROL POINTS

53522.751972342.4517

53414.336872314.9068

53377.507772300.7645

53262.011672268.6495

53217.522172259.5159

53134.730372246.5520

53097.311972239.4808

RIVER BENCH ELEVATION TABLE

RIVER STATION BENCH ELEVATION

649.80

649.45

649.10

31+00

31+50

32+00

32+50

33+00

33+50

34+00

34+50

35+00

35+50

649.10

DETAILS SHEET 56)

CROSSING (SEE

REQ’D TEMP STREAM

DETAILS SHEET 56)

CROSSING (SEE

DIA TEMP CMP STREAM

REQ’D (2) 50’, 72"

REQ’D STONE RIFFLES (TYP)

REQ’D LOG JAM (TYP)

(TYP)

REQ’D BOULDER CLUSTERS

STA CHANNEL BOTTOM ELEV SLOPE BETWEEN (%)

CHANNEL BOTTOM SLOPE

650.0 0%

0+00 TO 3+00

3+00 TO 4+00 650.0 TO 649.0

4+00 TO 16+00 649.0 TO 649.0 0%

16+00 TO 16+10 649.0 TO 648.0

648.0 TO 648.0 0%16+10 TO 22+00

22+00 TO 23+60

23+60 TO 45+00 EXISTING CHANNEL

45+00 to 45+25

45+25 TO 54+40 0%647.0 TO 647.0

54+40 TO 55+40

EXISTING CHANNEL55+40 TO EOP NO CHANGE

NO CHANGE

TRANSITION ZONE, 647.0 TO EXISTING

TRANSITION ZONE, EXISTING TO 647.0

TRANSITION ZONE, 648.0 TO EXISTING

10%

SANITARY SEWER

EXISTING 15" PVC

COORDINATION WITH OTHERS.

ADJUSTMENTS. SEE SPEC SECTION 01 35 13.10,

DAMAGED PRIOR TO COMPLETION OF MANHOLES

SHALL ENSURE THAT THE MANHOLES ARE NOT

BE COMPLETED BY OTHERS. CONTRACTOR

HOLES ALONG 60" RCP SANITARY SEWER TO

6. ALL REQUIRED ADJUSTMENTS TO MAN

REQUIRED FOR CONSTRUCTION

THE SLOPE INTERCEPT EXCEPT AS

5. DO NOT DISTURB WETLANDS BEYOND

LOG JAM AND BOULDER CLUSTER DETAILS.

4. SEE SHEET 54 FOR STONE RIFFLE,

M E

N D

M E

N T

M A

P I2

A M

D .d g n

C L

STA 31+00

STA 32+00

STA 33+00

STA 34+00

STA 35+00

65065

A AF

P S

C O

R P

O F

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a lu e n g in e e r in g

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N Z

X K -1

-B -0

L A

G E O

F M

O U

N T P

L E

A S

A N

E R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

G E

R K

E N

B M

L O

C O

N S

T R

U C

N P

H A

S E

P H

O S

A N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

E A

Y S

T U

D Y

A U

D P

R A

T R B

A C

K C

H E

C K

M A

R C

C O

E S

E P

N O

C O

E S B

A C

K C

H E

C K

N O

C O

E S /A

T R

D E

C O

E S /A

T R B

A C

K C

H E

C K

C E

R T

D F

A L

A N

R E

A D

Y T

O A

D V

E R

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