Drawing_CD101_Amendment_0002.pdf

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Attached to
FY16 Underwood Creek Ecosystem Restoration
Solicitation number
W911XK-16-B-0012
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Drawing CD101 Amendment 0002

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REQUIRED DEMOLITION PLAN LEGEND

EXISTING CONCRETE CHANNEL LINING

TO BE DEMOLISHED AND DISPOSED OFF SITE.

W. FISHER PARKWAY

STA. 50+45

UPSTREAM END

END PROJECT &

CONCRETE REMOVAL

CANADIAN PACIFIC RAILWAY

HIGH-VOLTAGE / FIBER-OPTICS

CONCRETE CHANNEL

POWER LINE

OVERHEAD

STA. 10+67

48" MIS (SEWER)

INVERT EL. 652.07

BEGIN CONCRETE

REMOVAL

DOWNSTREAM END

TRANSFORMERS

INVERT EL. 653.63

48" MIS (SEWER)

EXISTING 48"x96"

INVERT EL. 677.74'

CONCRETE OUTFALL

TO BE REMOVED

DROP STRUCTURE @ STA 49+90

EXISTING 1.90' HIGH SHEET PILE

SCALE: 1"=150'

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ABANDONED 39"X30"

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TO BE REMOVED

DROP STRUCTURE @ STA 49+90

EXISTING 1.90' HIGH SHEET PILE

STA. 50+45

UPSTREAM END

END PROJECT &

CONCRETE REMOVAL

SUNDAY & HOLIDAYS

EXCLUDING SATURDAY,

TO DIGGING,

3 WORKING DAYS PRIOR

(TOLL FREE)

800-242-8511

CALL DIGGERS HOTLINE

THE CONTRACTOR SHALL

PRIOR TO ANY EXCAVATION

TO BE REMOVED

DROP STRUCTURE @ STA 20+20

EXISTING 3.5' HIGH CONCRETE

SSP WALL REMOVAL

SECTION LOOKING UPSTREAM

8' 8'32'32' 6'-8" 6'-8"30'

8' LONG 16' LONG 12' LONG 8' LONG 12' LONG 16' LONG 8' LONG

88.71' TO REMAIN

SEE DETAIL 2 ON SHEET

REMOVE SSP DROP STRUCTURE

MOVED BY OTHERS

CROSSING 3" STEEL PIPE TO BE

CAUTION EXISTING GASLINE

ABANDONED USGS METERING STATION

REMOVE & DISPOSE OF

TO BE REMOVED

DROP STRUCTURE @ STA 43+45

EXISTING 4.0' HIGH SSP

TO BE REMOVED

DROP STRUCTURE @ STA 40+90

EXISTING 1.75' HIGH SSP

TO BE REMOVED

DROP STRUCTURE @ STA 33+70

EXISTING 0.5' HIGH CONCRETE & SSP

HWY 45 BRIDGE PIERS

INVERT EL. 663.14

MIS (SEWER)

ABANDONED 39"X30"

BEGIN REMOVAL OF

TO REMAIN

TO REMAIN

TO REMAIN

APPROX 10'X3"X200'

CART PATH

REPLACE ASPHALT

REMOVE AND

DETAIL 1

CD101NOT TO SCALE

DETAIL

CD101NOT TO SCALE

CD101NOT TO SCALE

SEE DETAIL

PER COR

REMOVED AND RELOCATED

EXISTING FENCE TO BE

B

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SCALE:1"=50'

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FINISHED GRADE ELEVATION. FULL EXTRACTION OF THE SSP IS NOT REQUIRED.

11. SHEET PILE DROP STRUCTURE REMOVAL IS REQUIRED UP TO 3 FEET BELOW

AS STATED IN SPECIFICATIONS SECTION 31 00 00 PART 3.5 EXCAVATION PLAN.

10. THE CONTRACTOR SHALL TAKE PRECAUTIONS WHEN WORKING ABOVE THE 48" MIS

APPROXIMATELY 12 FEET LONG.

REFERENCE DRAWINGS CORRECTLY. STRUCTURE ARE ASSUMED TO BE SSP

9. DROP STRUCTURE SHOWN AT 40+90 AND 43+45 ARE NOT SHOWN ON PROVIDED

DETAILS

8. SEE REFERENCE DRAWINGS IN SPEC SECTION 01 99 90 FOR DROP STRUCTURE

NOTED.

7. ALL CONCRETE CHANNEL BOTTOM AND BANKS ARE TO BE REMOVED EXCEPT AS

WITH CONTRACTING OFFICER REPRESENTATIVE.

6. TWENTY FIVE (25) TREES SHALL REMAIN. CONTRACTOR SHALL VERIFY LOCATIONS

LIMITS AS SHOWN. IT HAS BEEN FILLED WITH FLOWABLE FILL.

5. THE ABANDONED 39" X 30" MIS SEWER SHALL BE REMOVED WITHIN THE PROJECT

4. SEE SHEETS RC301 THROUGH RC304 FOR EXISTING/DEMO TYPICAL SECTIONS.

BE DISPOSED AT THE APPROPRIATE SITE.

3. ALL EXCAVATED MATERIAL ABOVE THE EXCAVATION LIMIT FOR THE PROJECT SHALL

2. ALL EXISTING OUTFALLS AND PIPES TO REMAIN ACTIVE DURING CONSTRUCTION.

1. A MAXIMUM OF 200' OF STREAM CHANNEL MAY BE EXPOSED AT A GIVEN TIME.

A U

G

A M

E N

D M

E N

T

TO BE REMOVED

EXISTING 2-24" HDPE

104 TH ST CULVERT

MANHOLE STRUCTURE

60' NORTH OF EXISTING

MIS (SEWER)

ABANDONED 39"X30"

END REMOVAL OF

TO BE REMOVED

INVERT EL. 665.04'

STRUCTURE.

EXISTING MANHOLE

TO BE REMOVED

INVERT EL. 664.12'

STRUCTURE.

EXISTING MANHOLE

A M

E N

D M

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T

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6-12IN_X2

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6-12IN6-12IN

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6-12IN_X26-12IN

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6-12IN_X2

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6-12IN

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6-12IN_X2

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6-12IN_X2

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18-24IN

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6-12IN

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6-12IN6-12IN

6-12IN_X5

6-12IN

6-12IN

6-12IN

12-18IN_X5

6-12IN

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6-12IN_X2

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6-12IN

6-12IN12-18IN

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6-12IN

6-12IN

6-12IN_X2

6-12IN

6-12IN

12-18IN

6-12IN

6-12IN

6-12IN6-12IN

12-18IN_X3

6-12IN

6-12IN

6-12IN

18-24IN6-12IN6-12IN

12-18IN

12-18IN

12-18IN

12-18IN

18-24IN_X2

6-12IN_X2

6-12IN

6-12IN

6-12IN

6-12IN

6-12IN

6-12IN6-12IN

6-12IN

6-12IN6-12IN6-12IN

12-18IN

12-18IN_X2

6-12IN

6-12IN

6-12IN

12-18IN

6-12IN_X2

6-12IN_X218-24IN

6-12IN

6-12IN

6-12IN

6-12IN6-12IN

6-12IN

12-18IN

12-18IN

6-12IN

>24IN

12-18IN

6-12IN

6-12IN6-12IN

6-12IN

6-12IN6-12IN12-18IN

6-12IN

12-18IN

12-18IN6-12IN

6-12IN

6-12IN

6-12IN

6-12IN 6-12IN_X2

6-12IN_X2

6-12IN12-18IN

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6-12IN

6-12IN

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6-12IN

6-12IN

6-12IN

6-12IN

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12-18IN6-12IN

6-12IN6-12IN18-24IN

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6-12IN

12-18IN_X26-12IN

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6-12IN_X26-12IN

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6-12IN6-12IN_X2

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18-24IN

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TMPCP

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12-18IN

12-18IN

155+00

CREEK

UNDERWOOD

CREEK

MENOMONEE

G

G

G

G

G

G

G

G

G

G

G

G

G

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