A02._SOW_-_Appendix_A_-_Drawing_Set_Reduced.pdf

PDF 23 MB Posted Jul 29, 2019

Attached to: Lake Shelbyville West Wall Automation, Removal and Replacement of Conduit System
Solicitation number: W912P919T0045
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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Appendix A - Drawings

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N O

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E-101

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NOT TO SCALEA1

GENERAL SHEET NOTES

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SHEET KEYNOTES

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OVERALL SITE PLAN IN

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A L L S

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E-102

KEY LOCKED GATE TO SPILLWAY4.

KEY LOCKED GATE TO ACCESS ROAD3.

KEY LOCKED GATE TO GALLERY2.

KEY LOCKED GATE TO CONTRACTOR STAGING AREA1.

SEE DRAWING E-102 AND E-103 FOR DETAILED SITE PLAN.2.

GOVERNMENT.

DISCONNECTED FROM THE POWER SOURCE BY THE

SPECIFICATIONS. ALL CABLING WILL BE PREVIOUSLY

THIS DRAWING SET AND AS DETAILED IN THE

SYSTEM, JUNCTION BOXES, AND CABLING AS SHOWN IN

REMOVE AND DISPOSE OF THE EXISTING CONDUIT

AND ACCESS CONTROL POINTS. CONTRACTOR SHALL

OVERALL SITE PLAN SHOWS CONTRACTOR STAGING AREA 1.

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IDENTIFICATION

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®of Engineers

US Army Corps

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DETAILED SITE PLAN IN

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ON THE SPILLWAY WALL.

CONDUITS THAT SPAN ACROSS CONSTRUCTION JOINTS

6. NEW EXPANSION FITTINGS SHALL BE INSTALLED ON ANY

PROVIDE EARTH GROUND TO EACH LAB-3 MODULE.

AS SHOWN ON THIS DRAWING. #4 AWG GROUND SHALL

SHALL BE LOCATED AT THE PAD MOUNTED ENCLOSURE

MULTIPLEXER JUNCTION BOX. ANOTHER GROUND ROD

TO A 3/4”X 10’ COPPER GROUND ROD LOCATED AT THE

A #4 AWG BARE COPPER GROUND SHALL BE CONNECTED 5.

MULTIPLEXER JUNCTION BOX.

MODULE BUT LEAVE UNTERMINATED AT THE

CONTRACTOR SHALL TERMINATE CABLES AT EACH LAB-3

MULTIPLEXER JUNCTION BOX TO EACH LAB-3 MODULE.

EQUAL. CABLES SHALL BE CONTINUOUS FROM THE

4-CONDUCTOR, 2 TWISTED PAIR, #22 AWG, OR APPROVED

TO EACH PIEZOMETER SHALL BE GEOKON 02-250V6

NEW CABLING FROM THE MULTIPLEXER JUNCTION BOX 4.

ON THIS DRAWING.

MOUNTED INSIDE A NEMA 4X JUNCTION BOX AS SHOWN

ENCLOSURE AND GROUND LUG. LAB-3 MODULE SHALL BE

AND INSTALL A GEOKON LAB-3 LIGHTING ARRESTOR WITH

FOR EACH PIEZOMETER, CONTRACTOR SHALL SUPPLY 3.

WATERTIGHT.

ALL CONDUIT FITTINGS AND CONNECTIONS SHALL BE

SCHEDULE 40 AND BURIED A MINIMUM OF 18 INCHES DEEP.

CONDUIT TO BE TRENCHED UNDERGROUND SHALL BE PVC

THE PIEZOMETER. CAP SHALL BE PROVIDED ON T-FITTING.

TO PERMIT UNOBSTRUCTED STRAIGHT DOWN ACCESS TO

FOR CONNECTION TO THE EXISTING PIEZOMETER CONDUIT

THE PIEZOMETER RISER PIPE. A T-FITTING SHALL BE USED

CONDUIT SHALL BE USED FROM THE JUNCTION BOX TO

MINIMUM PERMITTED. LIQUID TIGHT FLEXIBLE METAL

SIZED AS SHOWN ON THIS DRAWING. SIZE SHOWN IS THE

NEW CONDUIT SHALL BE RIGID GALVANIZED STEEL (RGS), 2.

ON THIS DRAWING FOR DETAILS AT EACH LOCATION.

POWER SOURCE BY THE GOVERNMENT. SEE KEYNOTES

WILL BE PREVIOUSLY DISCONNECTED FROM THE

DESCRIBED IN THE SPECIFICATIONS. ALL CABLING

CABLING AS SHOWN ON THESE DRAWINGS AND

EXISTING CONDUIT SYSTEM, JUNCTION BOXES, AND

CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1.

SHALL BE INSTALLED IN THIS JUNCTION BOX.

DWG E-501 FOR CONFIGURATION. TWO LAB-3 MODULES

WITH CONTINUOUS HINGES. REFER TO DETAILS ON

APPROVED EQUAL 12”L X 10”W X 6”D NEMA 4X ENCLOSURE

AND REPLACE WITH A HOFFMAN A12106CHNFSS OR

EXISTING JUNCTION BOXES AND ASSOCIATED CONDUIT

TWO PIEZOMETERS AT THIS LOCATION. DEMO TWO 7.

BOX.

LAB-3 MODULES SHALL BE INSTALLED IN THIS JUNCTION

DETAILS ON DWG E-501 FOR CONFIGURATION. TWO

ENCLOSURE WITH CONTINUOUS HINGES. REFER TO

APPROVED EQUAL 12”L X10” W X 6”D NEMA 4X

AND REPLACE WITH A HOFFMAN A12106CHNFSS OR

EXISTING JUNCTION BOX AND ASSOCIATED CONDUIT

TWO PIEZOMETERS AT THIS LOCATION. DEMO ONE 6.

INSTALLED IN THIS JUNCTION BOX.

CONFIGURATION. ONE LAB-3 MODULE SHALL BE

REFER TO DETAILS ON DWG E-501 FOR

NEMA 4X ENCLOSURE WITH CONTINUOUS HINGES.

A1008CHNFSS OR APPROVED EQUAL 10”L X 8”W X 4”D

PIEZOMETER. PROVIDE AND INSTALL A HOFFMAN

BE LEFT AS-IS AND REMAIN A MANUAL-READ ONLY

TWO PIEZOMETERS AT THIS LOCATION, BUT PS7 SHALL 5.

INSTALLED IN THIS JUNCTION BOX.

CONFIGURATION. ONE LAB-3 MODULE SHALL BE

HINGES. REFER TO DETAILS ON DWG E-501 FOR

10”L X 8”W X 4”D NEMA 4X ENCLOSURE WITH CONTINUOUS

INSTALL A HOFFMAN A1008CHNFSS OR APPROVED EQUAL

ONE PIEZOMETER AT THIS LOCATION. PROVIDE AND 4.

“ELECTRIC” NAMEPLATE.

LEAST A TIER 15 RATING. COVER SHALL HAVE AN

PRECAST POLYMER CONCRETE HANDHOLE WITH AT

HANDHOLE. PROVIDE AND INSTALL A 17”W X 30”L X 24”D 3.

INSTALLED INSIDE THE ENCLOSURE.

ENCLOSURE. FOUR (4) LAB-3 MODULES SHALL BE

AND THE NEW PVC CONDUIT SHALL STUB UP 12" INTO THE

ENCLOSURE. FOUR (4) EXISTING PIEZOMETER CONDUITS

EQUAL 30"H X 30"W X 18"D MUNSELL GREEN MILD STEEL

ENCLOSURE SHALL BE A TRINETICS CW63388006 OR

ENCLOSURE SHALL BE INSTALLED. PAD MOUNTED

BE DEMOLISHED AND NEW CONCRETE PAD AND

PAD MOUNTED ENCLOSURE. EXISTING PEDESTAL SHALL 2.

FEET ABOVE GROUND LINE.

CONTINUOUS HINGES. TOP OF ENCLOSURE SHALL BE 5

16”H X 14” W X 6”D NEMA 4X ENCLOSURE WITH

HOFFMAN A1614CHNFSS OR APPROVED EQUAL

MULTIPLEXER JUNCTION BOX. JUNCTION BOX SHALL BE A 1.

1-1/C #4

2-4/C #22

1" RGS

1-1/C #4

4-4/C #22

1" RGS

1-1/C #4

19-4/C #22

2" PVC

1-1/C #4

4-4/C #22

1" PVC

1-1/C #4

6-4/C #22

1.5" RGS

1-1/C #4

8-4/C #22

1.5" RGS

6 6 7 7 764 4 5

1-1/C #4

15-4/C #22

2" PVC/RGS

1-1/C #4

14-4/C #22

2" RGS

1-1/C #4

13-4/C #22

2" RGS

1-1/C #4

10-4/C #22

1.5" RGS

1-1/C #4

12-4/C #22

1.5" RGS

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C O

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IDENTIFICATION

SHEET

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P R

®of Engineers

US Army Corps

M V

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R O J E

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E-103

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R Y

UPPER WEST GALLERY

DOOR TO UPPER WEST GALLERY.3.

MULTIPLEXER ENCLOSURE.

NEW 1” RGS CONDUIT FROM GALLERY DOOR TO 2.

EXISTING DATALOGGER ENCLOSURE.1.

REPLACED WITH 1” RGS CONDUIT.

THE MULTIPLEXER ENCLOSURE SHALL BE REMOVED AND

CONDUIT FROM THE UPPER WEST GALLERY DOOR TO 2.

APPROVED EQUAL.

SHALL BE CAMPBELL SCIENTIFIC CABLE5CBL-L, OR

SOURCE BY THE GOVERNMENT. TWO (2) NEW CABLES

PREVIOUSLY DISCONNECTED FROM THE POWER

DRAWINGS E-102 AND E-301. ALL CABLING WILL BE

ENCLOSURE AT GROUND LEVEL AS SHOWN ON

FROM THIS ENCLOSURE TO THE MULTIPLEXER

CONTRACTOR SHALL REMOVE AND REPLACE CABLES

IN AN ENCLOSURE AS SHOWN BY KEYNOTE 1.

FOR THE INSTRUMENTATION IS EXISTING AND MOUNTED

UPPER WEST GALLERY OF THE DAM. THE DATA LOGGER

LOCATION SHOWN ON THIS DRAWING IS THE 1.

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IDENTIFICATION

SHEET

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P R

®of Engineers

US Army Corps

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E-301

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RIGHT ABUTMENT

ELEVATION VIEW OF THE SPILLWAY WALL.

SEE DRAWINGS E-302 AND E-303 FOR CONTINUATION OF3.

INSTALLATION DETAILS.

SEE DRAWING E-102 FOR PLAN VIEW AND MORE2.

DRAWING FOR DETAILS AT EACH LOCATION.

POWER SOURCE BY THE GOVERNMENT. SEE KEYNOTES ON THIS

ALL CABLING WILL BE PREVIOUSLY DISCONNECTED FROM THE

THESE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.

SYSTEM, JUNCTION BOXES, AND CABLING AS SHOWN ON

SHALL REMOVE AND DISPOSE OF THE EXISTING CONDUIT

ELEVATION OF RIGHT ABUTMENT PIER SHOWN. CONTRACTOR1.

CONCRETE HANDHOLE WITH AT LEAST A TIER 15 RATING.

NEW 17"W X 30"L X 24"D PRECAST POLYMER4.

NEW 2" PVC SCHEDULE 40 CONDUIT.3.

NEW 16"H X 14"W X 6"D MULTIPLEXER JUNCTION BOX.2.

NEW 1" RGS CONDUIT.1.

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M V

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R O J E

C T S E

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E-302

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A Y W

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P E

R H

A L F

SPILLWAY WALL (UPPER HALF)

FOR INSTALLATION INSTRUCTIONS AT EACH LOCATION.

LOCATIONS OF EACH PIEZOMETER. REFER TO DRAWING E-102

THIS DRAWING IS FOR REFERENCE ONLY WITH APPROXIMATE1.

LOCATION OF TWO PIEZOMETERS.3.

INSTRUMENTATION AUTOMATION. PS-7 SHALL BE LEFT AS-IS.

ONLY PIEZOMETER PD-7 IS INCLUDED IN THE2.

THIS DRAWING.

APPROXIMATE LOCATION OF PIEZOMETER NOT SHOWN ON1.

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C A

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P L

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A T

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M A

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D E

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C O

N T

R A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M V

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O C

U M

E N

T S P

R O J E

C T S E

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E-303

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A Y W

A L L

L O

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A L F

SPILLWAY WALL (LOWER HALF)

FOR INSTALLATION INSTRUCTIONS AT EACH LOCATION.

LOCATIONS OF EACH PIEZOMETER. REFER TO DRAWING E-102

THIS DRAWING IS FOR REFERENCE ONLY WITH APPROXIMATE1.

LOCATION OF TWO PIEZOMETERS.1.

1 1 1

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C A

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M A

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D E

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M V

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U M

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R O J E

C T S E

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E-501

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ONE PIEZOMETER CONFIGURATION - FRONT VIEW

SCALE 3" = 1' - 0"

B1 SCALE 3" = 1' - 0"

ONE PIEZOMETER CONFIGURATION - 3D VIEW

B3 SCALE 3" = 1' - 0"

TWO PIEZOMETER CONFIGURATION - 3D VIEW

TWO PIEZOMETER CONFIGURATION - FRONT VIEW

SCALE 3" = 1' - 0"

T A

OF THE ENCLOSURE.

CONDUIT FITTINGS SHALL MAINTAIN THE NEMA 4X RATING

CONFIGURATIONS SHOWN ARE APPROXIMATE. ALL1.

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12" 0

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

S O

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C K

D B

D E

N E

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D E

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4 5

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A P

P R

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B E

S U

B M

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D B

P L

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C A

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P L

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A T

D A

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M A

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D E

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M V

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O C

U M

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R O J E

C T S E

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A L M

A N

A G

E M

E N

T P

R O

G R

A M C

L A

R E

N C

E C

A N

N O

N N

W R I

M P

L E

M E

N T

A T

N P

U M

P S

T A

A N

S I

B-501

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

S H

E L

B Y C

O U

N T

B -5

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L A

K E S

H E

L B

Y V

L E

L A

K E S

H E

L B

Y V

L E

T J

D M

C M

O D

D P

E R A

M E

N D

M E

N T

T R

U M

E N

T A

N A

U T

O M

A T

C1 C3

3'-0"

EXISTING PIEZOMETERS

NEW 1" PVC PIPE

2.5

3'-0"

2.5

EXISTING GROUND EXISTING GROUND

PAD MOUNTED ENCLOSURE

TO EXTEND 1' ABOVE CONCRETE FLOOR

EXISTING PIEZOMETERS WITH STEEL PIPE ADDED

ANCHOR TO FLOOR WITH SEAL

A1 A3

PLAN- HEADWALL PLAN- HEADWALL WITH INSTRUMENTATION LAYOUT

SECTION- HEADWALL SECTION- HEADWALL WITH INSTRUMENTATION LAYOUT

SCALE: 1 1/2" = 1'

SCALE: 1 1/2" = 1' 1' 2'0 6" 1' 2'0 6"

1' 2'0 6"1' 2'0 6"

G E

O T

E C

H N

A L

Z O

M E

T E

R H

E A

D W

A L L D

E T

C A

S A

K R

U M

D E P .E

ACCORDING TO SPECIFICATIONS.

REBAR LAYOUT TO BE APPROVED BY GOVERNMENT1.

1 1/4" PVC PIPE SPACER

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

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M A

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D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M V

S D

O C

U M

E N

T S P

R O J E

C T S E

N V

O N

M E

N T

A L M

A N

A G

E M

E N

T P

R O

G R

A M C

L A

R E

N C

E C

A N

N O

N N

W R I

M P

L E

M E

N T

A T

N P

U M

P S

T A

A N

S I

R-501

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

S H

E L

B Y C

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R -5

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L A

K E S

H E

L B

Y V

L E

L A

K E S

H E

L B

Y V

L E

T J

D M

C M

O D

D P

E R A

M E

N D

M E

N T

T R

U M

E N

T A

N A

U T

O M

A T

O T

E C

H N

A L

P A

D E

N C

L O

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R E R

E F

E R

E N

C A

S A

K R

U M

D E P .E

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

®of Engineers

US Army Corps

M V

S D

O C

U M

E N

T S P

R O J E

C T S E

N V

O N

M E

N T

A L M

A N

A G

E M

E N

T P

R O

G R

A M C

L A

R E

N C

E C

A N

N O

N N

W R I

M P

L E

M E

N T

A T

N P

U M

P S

T A

E-101

E-102

E-103

E-301

E-302

E-303

E-501

File details come from the government source that posted it.