B.08.02 Plans 20R0007.pdf

PDF 37 MB Posted Jun 19, 2020

Attached to: Dworshak Regulating Outlet Valve Upgrade Federal contract opportunity
Solicitation number: W912EF20R0007
Issued by: Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a construction project to upgrade the regulating outlet valves at Dworshak Dam in Idaho. The scope of work includes replacing the hydraulic cylinders and valves that control water releases from the dam, replacing valve bearings and controls, installing rod locks to prevent unintended valve motion, upgrading the valve position indication system, and performing concrete repairs. The contractor will also be required to develop safety, quality control, and fall protection plans. A site visit is scheduled for July 7, 2020 and proposals are due by July 21, 2020. The contract will be a firm fixed-price construction contract between $5-10 million awarded through a best value evaluation. The competition is set aside for small businesses. The selected contractor must use a government quality control software system and assign qualified safety and quality managers to the project.

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Other files for this federal contract opportunity

Other files attached to Dworshak Regulating Outlet Valve Upgrade, newest first.
File	Type	Posted
B.08.03 W912EF20R0007 Amendment 04 Plans.pdf	PDF	Aug 5, 2020
B.08.03 20R0007 Solicitation Amendment 04.pdf	PDF	Aug 5, 2020
B.08.03 W912EF20R0007 Amendment 04 Technical Specifications.pdf	PDF	Aug 5, 2020
B.08.03 W912EF20R0007 Amendment 04 Resource Plans.pdf	PDF	Aug 5, 2020
B.08.03 Amendment 03 Technical Specifications.pdf	PDF	Jul 30, 2020
B.08.03 20R0007 Solicitation Amendment 03.pdf	PDF	Jul 30, 2020
B.08.03 20R0007 Solicitation Amendment 02.pdf	PDF	Jul 23, 2020
B.08.03 W12EF20R0007 Solicitation Amendment 01.pdf	PDF	Jul 10, 2020
B.07.01 W912EF20R0007 Site Visit Attendees.pdf	PDF	Jul 9, 2020
B.08.02 OFFEROR EXPERIENCE FORM.pdf	PDF	Jun 24, 2020
B.08.02 Resource_Plans 20R0007.pdf	PDF	Jun 19, 2020
B.08.02 Technical Specifications 20R0007.pdf	PDF	Jun 19, 2020
B.08.02 Solicitation W912EF20R0007.pdf	PDF	Jun 19, 2020

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U .S

A R

M Y E

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US Army Corps of Engineers

Walla Walla District

$SCALE$

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$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$DESIGN FILE:$$$DATE$$$$$TIME DATE AND TIME PLOTTED:

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LOCATION

PROJECT

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SEE LOCATION

SITE MAP

OROFINO

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LOCATION MAP

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N S

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C L E

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LOCAL GRID NORTH

SPOKANE

OREGON

CLEARWATER R.

EUGENE

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A N

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N S

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N S

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VICINITY MAP

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N ,0

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E 5,000 C.B.L.

E 3,000

N ,7 ,0

E 362,000

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N ,0

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BASIN

STILLING

DAM

DWORSHAK

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

DWORSHAK DAM AND RESERVOIR

WALLA WALLA DISTRICT

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.

SUBMITTED BY:

APPROVED BY:

G-001

H A

U G

E N

U M

B E

M A

R C

U S P

A L

M E

R P

C O

V E

R S

H E

E T A

N D L

O C

A T

N M

A P

NORTH FORK CLEARWATER RIVER, IDAHO

M S

C H

A F F

E R

RO VALVE UPGRADE

W912EF20R0007

WALLA WALLA DISTRICT

CHIEF OF ENGINEERING & CONST DIV.

DWAYNE WESTON, P.E.

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

MARCUS PALMER, P.E.

WALLA WALLA DISTRICT

CHIEF OF MECHANICAL DESIGN SECTION

KEVIN RENSHAW, P.E.

SUBMITTED BY:

WALLA WALLA DISTRICT

CHIEF OF ELECTRICAL DESIGN SECTION

JEFREY LYON, P.E.

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

DANIELLE FICHERA, P.E.

MAY 2020

RO #1 OUTLET

RO #2 OUTLET

N5 0+

+0 8.

+9 1.

+3 6.

N4 8+

U/S EL 1160.0 GALLERY

17 16

+7 2.

N5 0+

T #2

N4 9+

+0 7.

W O

G . G

T N5

E L.

8'- 4"

'-8

'-0

" C .T

O C

'-0

6 EQ.

SPACES

5 EQ.

SPACES

1'-0" 2'-0"

3'-0" SPACING3'-0" SPACING

10 EQ.

SPACES

17'-0"

5'- 0"

'-0

17'-0"

RO #3 OUTLET

SPILLWAY

TRUNNION BRIDGE

N4 7+

DRAINAGE &

INSPECTION GALLERY

D/S EL 1160.0

GALLERY

PIER EXTENSION

WALL

PIER EXTENSION

SPILLWAY

TRAINING WALL

SPILLWAY

TRAINING WALL

EL 1384.38

GALLERY

ELEVATOR SHAFT

TO ELEVATOR

SHAFT

DRAINAGE &

GROUTING GALLERY

MAINTENANCE BULKHEAD

SLOT, TYP OF 3

3'Ø MANHOLE,

TYP OF 3

SPILLWAY BRIDGE

EL 1603.0 SERVICE

GALLERY

CONSTRUCTION

BASE LINE

20 19

U/S BRIDGE

GALLERY ACCESS

N5 0+

N4 9+

EL 1614.04

N4 9+

N4 8+

N4 7+

EL 1603.00

EL 1560.00

EL 1384.38

EL. 1518.28

EL 1379.38

EL. 1278.75

EL 1260.0

EL 1160.00

EL 1103.02

EL. 1152.00

N5 0+

EL 1129.55

1617181920

EL 1573.00

#1O

N5 0+

ELEVATOR

SHAFT

6'-0"X8'-0"

GALLERY

DRAINAGE &

GROUTING GALLERY

TO ELEVATOR

SHAFT

TO ELEVATOR

SHAFT

℄ SPILLWAY

ENTRANCES TO

TAINTER VALVE

MACHINERY ROOMS

EL 1573.0

GALLERY

SERVICE

GALLERY

SOUTH ELEVATOR

TOWERMAINTENANCE PARKING

SPILLWAY BRIDGE

TRUNION BRIDGE

CREST EL 1545.00

6'-0"X8'-0" GALLERY

ASSUMED TOP OF FOUNDATION

GRADE U/S FACE OF DAM.

ASSUMED TOP OF FOUNDATION

GRADE D/S FACE OF DAM.

6" I.D.

DRAIN PIPE

TO ELEVATOR SHAFT

TO D/S EL 1160.0

GALLERY

DRAINAGE &

GROUTING GALLERY

LOW LEVEL OUTLET

6'-0"X8'-0" U/S

EL 1160.0 GALLERY

OVERALL PLAN AT OUTLET WORKSA1 80'40'0"

KEY PLAN

S-101

NOTES:

1. EXISTING OVERALL PLAN AND KEY PLAN FROM DWORSHAK DAM AND

RESERVOIR RECORD DRAWINGS (1975) VOL 1 & 2.

℄ SPILLWAY

RO'S #1, 2, 3 ℄ SPILLWAY

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

GRID NORTH

E 50+00

49 47 45 43 41 39 37 35 33 31 29 25 21 17 15 13 11 9 7 5 50 48 46 44 42 40 38 36 34 32 30 28 22 20 18 16 14 12 10 8 6

POWERHOUSE

SOUTH ELEVATOR

TOWERNORTH ELEVATOR TOWER

C.B.L. 26 24 27 23 19

DOWNSTREAM ELEVATIONA3 80'40'0"

M . M

O O

D-

1- 5-

-4

S-

0-dg n

D . J

S-100

G K

A N

D O

A T

O U

W O

2E F2

June 4, 2020

A1 S103

NOTES:

1. UNLESS NOTED OTHERWISE ALL DRAWINGS IN THIS PACKAGE

USE RO #2 FOR ILLUSTRATION PURPOSES. RO #1 AND RO #3

ARE SIMILAR.

2. FIELD VERIFY ALL DIMENSIONS TO EXISTING ELEMENTS.

SECTIONA1 8'4'0'

RO VALVE

SUPPORT ARMS

MAINTENANCE

GALLERY

MACHINERY

ROOM

AIR SHAFT

MAINTENANCE

BULKHEAD SLOT

RO VALVE

SUPPORT ARMS

MAINTENANCE

BULKHEAD SLOT

SECTION AT VALVE CHAMBER

8'4'0'

SHEET KEY NOTES:

A FOR INSPECTION/REPAIR WORK AT RO #1, RO #2 AND RO #3 VALVE

SEALING SURFACES, SEE SHEET S-104.

RO VALVE SHOWN IN

CLOSED POSITION

OPERATING

CYLINDER SUPPORT

OPERATING

CYLINDER

OBSERVATION HATCH

MANHOLE

LADDER

ECCENTRIC

CYLINDER

PC EL 1350.73±

PC EL 1372.77±

EL 1366.75±

EL 1398.75±

EL 1384.38±

EL 1375.18±

EL 1362.75±

EL 1350.00±

GATE

CHAMBER

REF

S-101

A1 S-106

RO VALVE

GIRDER

FLOW

OPERATING

CYLINDER

ECCENTRIC

CYLINDER

LADDER

RO VALVE

GIRDER

A1 S-104

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . M

O O

D-

1- 5-

-4

S-

2-dg n

D . J

S-102

G G

C H

R G

R R

2E F2

℄ SEAL

-2

FLOW

EXISTING

RO VALVE

NOT

SHOWN

EXISTING STEEL

LINER AT CONDUIT

CEILING

EXISTING STEEL

LINER AT

CONDUIT INVERT

S-105

S-106

WP EL 1350.00±

S-105A3

EXISTING

MAINTENANCE

BULKHEAD

SLOT

9' -0

'-0

-0

1' -0

FLOW

EXISTING

RO VALVE

NOT SHOWN

℄ SEAL

NOTES:

1. FIELD VERIFY ALL DIMENSIONS TO EXISTING ELEMENTS.

SECTIONA3ENLARGED PLAN AT TYPICAL RO VALVE SEALING SURFACE

2'1'0'2'1'0'

SHEET KEY NOTES:

A HORIZONTAL LENGTH OF TOP AND BOTTOM SEALING SURFACE

SUBJECT TO SEQUENCE OF WORK SHOWN ON S-105.

B VERTICAL LENGTH OF EACH SIDE SEALING SURFACE SUBJECT TO

SEQUENCE OF WORK SHOWN ON S-105.

A1REF

S-102

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . M

O O

D-

1- 5-

-4

S-

4-dg n

D . J

S-104

R O

D D

G S

U R

E R

R S

A N

D S

O N

2E F2

SEAL

EXISTING STEEL LINER AT

CONDUIT TOP

25'-0" RADIUS TO

REFERENCE POINT

EXISTING 5 8"Ø COUNTERSUNK,

CORR. RESIST. CAP SCREWS

AT 4" OC HEADS TO

BE 132" BELOW ⅊ SURFACE

8" 2"

1" 1"

47 8"

1" 1"

27 8" 2"

47 8" 47 8"

2°49'53.00"

H O

O N

℄ SEAL

P 93 4"x93

EXISTING KEEPER ⅊ A2

EXISTING KEEPER ⅊A2

EMBEDDED SURFACE

(BEHIND SEAL), TYP

EXISTING SEAL KEEPER ⅊

ASTM A276 TYPE 410 SS ⅊

EXISTING

STEEL LINER

AT CONDUIT

SIDE

25'-0" RADIUS

41 2" 11 2"

31 8"

24'-11 " RADIUS

℄ SEAL

31 8"

EXISTING 5 8 Ø COUNTERSUNK

CORR. RESIST. CAP SCREWS

@ 4" O.C.. HEADS TO BE 132"

BELOW SURFACE

EXISTING LOWER

SIDE BEARING ⅊

EXISTING KEEPER ⅊ A3

EXISTING SEAL KEEPER ⅊

ASTM A276 TYPE 410 SS ⅊

8" 3" 13

3 8"

25 8"

1 2"

8"2"17

CUT ‚" SQUARE SLOTS TO

MATCH HOLES IN MOUNTING

PLATES FOR AIR/WATER

RELIEF PASSAGE, USACE TO

PROVIDE SEALS.

CONTRACTOR TO MAKE CUTS

15 16 "+3

-0

15 16 "+0

-3

R=1 4"

MATERIAL:

CORR. RESISTANT ASTM-A276 TYPE 4/0

32"Ø

16"

3" 115 16"

2" 37

16" 1 16

1 2"

1 4"

R=1 2"

MATERIAL:

CORR. RESISTANT ASTM-A276 TYPE 4/0

16"

1 2"

32"Ø

16" 1"

1 4"

R=1 2"

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

C1 DETAIL - TOP SEALREF

S-104 C3 SECTION - SIDE SEALREF

S-104NTS NTS

EMBEDDED SURFACE

(BEHIND SEAL), TYP

DETAIL - SEAL

2"1"0"

DETAIL - EXISTING LOWER SIDE BEARING PLATE

2"1"0"

DETAIL - EXISTING KEEPER PLATE

2"1"

NOTES:

1. SEE NOTES ON SHEET S-105

A3REF

S-105 S-106

M . M

O O

D-

1- 5-

-4

S-

6-dg n

D . J

S-106

R O

D D

G S

U R

E R

R S

N S

2E F2

2'-0"

EMBEDMENT

DISTANCE

2'-6" DEEP

BLOCKOUT

#6 @ 1-0 E.W. IN BLOCKOUT

W/ #6X3'-9" DOWEL @ 1-0

4'-6" EMBEDMENT

DISTANCE

5'-6" EMBEDMENT DISTANCE

+0 9.

O F

C U

60'-0"

EMBED 2'-0"

BEYOND

BLOCKOUT

#6X3'-9" DOWELS

@ 1-0

-0#8 @ 6

#9 @ 6

#10 @ 6

#11 @

#8 @ 6

#9 @ 6

#10 @ 6

#11 @ 61'-0"

#11 @ 1-0

ANCHORS-3 ROWS-#6X6'-0"

SPACED AT 4'-0" OC E.W.

4'-0"

ANCHORS-3 ROWS-#8X6'-0"

SPACED AT 4-0 OC E.W.

4'-0"

ANCHORS-3 ROWS-#9X6'-0"

SPACED AT 4'-0" O

C, E.W.

4'-0"

ANCHORS-3 ROWS-#11X6'-6"

SPACED AT 4'-0" O

C E.W

2'-0"

7 @ 1-0

#11 @ 1-0

#11 @ 1-0 E.W. WALL REINF

FOR OUTLET WORKS NO. 2

#9 @ 1-0

FOR OUTLET

WORKS 1 AND 3

#6 ANCHORS

-0

#9 @ 1-0

#9 @ 1-0 6"

1'-0" 1'-0"

#11 @ 1-0 #11 @ 1-0 BT. #11 @ 1-0

#8X15'-0" @ 6

FOR

REINFORCEMENT

THIS AREA SEE

SHEET 163

#8X15'-0" @ 6 48 48 24

#10X17'-4" @ 6

#9 @ 1-0

F O

R W

#9 ANCHORS

-0

#9 @ 1-0

#6 @ 1-0 TYP.

#9 @ 1-0

#6 @ 1-0 TYP.2'-0"

#10X17'-4" @ 6

#6X3'-9"

DOWELS TYP.

48 48 24 #10X17'-4" @ 6

#8 ANCHORS

#9 @ 1-0

-0

#9 @ 1-0

#9X16'-0" @ 6

#9X16'-0" @ 6 48 48 24

#6 ANCHORS

#9 @ 1-0

-0

#9 @ 1-0

#8X15'-0" @ 6

48 48 24

VALVE CHAMBER

MAINTENANCE

BULKHEAD

FLOW STEEL CONDUIT LINER

STARTING WORK POINT

USED FOR LOCATING

DEFICIENCIES ALONG

LENGTH OF CONDUIT

NOTES:

1. THIS SHEET ILLUSTRATES EXISTING CONDITIONS OBTAINED FROM

DWORSHAK DAM AND RESERVOIR RECORD DRAWINGS (1976)

2. FOR APPROXIMATE LOCATION; GENERAL DESCRIPTION AND

REQUIRED REPAIRS OF DEFICIENCIES AT CONCRETE CONDUIT

SURFACES, SEE REPAIR SCHEDULES ON SHEET S-108.

ENLARGED SECTION THRU RO #2

(RO #1 AND #3 SIMILAR)A1REF

S-101

SECTIONC5

5±

3±

TRAJECTORY CURVE

0±

APPROXIMATE EXTENT OF EXISTING

EPOXY COATING AT FLOOR

AND WALLS OF RO #1 AND #2

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

32'16' 0'

16'8' 0'

SECTIONC1 16'8' 0'

SECTIONC2 16'8' 0'

SECTIONC3 16'8' 0'

WORK POINT=

COORDINATES FOR FINISHED FLOOR AND CEILING ARE SHOWN AT FIVE FOOT

INCREMENTS. ADDITIONAL COORDINATES AT ONE FOOT INCREMENTS ARE

AVAILABLE FROM THE DISTRICT OFFICE.

NOTE:

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

60.00

65.00

70.00

75.00

80.00

85.00

90.00

95.00

0.00

0.90

1.87

2.89

3.97

5.10

6.28

7.53

8.83

10.18

11.59

13.05

14.57

16.15

17.78

19.47

21.21

23.01

24.86

26.77

100.00

105.00

110.00

115.00

120.00

125.00

130.00

135.00

140.00

145.00

150.00

155.00

160.00

165.00

170.00

175.00

180.00

185.00

190.00

195.00

28.74

30.76

32.83

34.96

37.15

39.39

41.69

44.04

46.45

48.92

51.44

54.01

56.64

59.33

62.07

64.87

67.72

70.63

73.59

76.61

200.00

205.00

210.00

215.00

220.00

225.00

230.00

235.00

240.00

245.00

250.00

255.00

260.00

265.00

270.00

275.00

280.00

285.00

290.00

79.69

82.82

86.01

89.25

92.55

95.90

99.31

102.77

106.29

109.87

113.50

117.18

120.92

124.72

128.57

132.48

136.45

140.47

144.54

CONDUIT FLOOR

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

60.00

65.00

70.00

75.00

80.00

85.00

90.00

95.00

2.95

8.13

13.31

18.49

23.66

28.84

34.01

39.19

44.36

49.53

54.70

59.86

65.03

70.19

75.35

80.51

85.67

90.83

95.99

101.14

-16.74

-15.80

-14.80

-13.74

-12.63

-11.46

-10.23

-8.94

-7.60

-6.20

-4.75

-3.23

-1.66

-0.03

1.65

3.39

5.19

7.04

8.96

10.92

115.00

120.00

125.00

130.00

135.00

140.00

145.00

150.00

155.00

160.00

165.00

170.00

175.00

180.00

185.00

190.00

195.00

200.00

205.00

210.00

121.74

126.88

132.03

137.17

142.31

147.45

152.58

157.72

162.85

167.98

173.11

178.24

183.36

188.49

193.61

198.73

203.85

208.96

214.08

219.19

19.36

21.61

23.92

26.28

28.70

31.17

33.71

36.29

38.94

41.64

44.39

47.20

50.07

53.00

55.98

59.01

62.10

65.25

68.45

71.71

100.00 106.29 12.95 215.00 224.30 75.03

105.00 111.44 15.03 220.00 229.41 78.40

110.00 116.59 17.17

FLOOR

COORD.-X

FLOOR

COORD.-X

CONDUIT CEILING

8±

O F

C Y

O F

C U

W / S

WORK POINT

EL 1350.0

M . M

O O

D-

1- 5-

-4

S-

7-dg n

D . J

S-107

G R

O C

O N

D U

R C

O N

2E F2

NOTES:

1. RO REPAIR SCHEDULES SHOW THE FOLLOWING:

A. LOCATION AND DESCRIPTION OF THE DEFICIENCIES TO BE

ADDRESSED AT THE CONCRETE SURFACES OF EACH RO CONDUIT.

B. THE TYPE AND APPROX SQUARE FOOTAGE OF REPAIR OR

COATING REQUIRED AT EACH LOCATION.

2. FOR REPAIR AND COATING DETAILS SEE SHEETS S-109 AND S-110.

3. TREAT EXPOSED EMBEDDED METALS AND REBAR PER SPECIFICATION

03 01 32 WHERE ENCOUNTERED AT AREAS IDENTIFIED FOR REPAIR.

NOTE THAT EXPOSED EMBEDDED METALS AND REBAR ARE LIKELY TO

OCCUR AT REPAIR DETAIL C1/S-109.

4. THE REPAIR SCHEDULE EXHIBITS DEFICIENCIES THAT HAVE BEEN

IDENTIFIED TO MEET ONE OR MORE OF THE FOLLOWING CRITERIA FOR

REPAIR:

A. SPALL >= 0.5" IN DEPTH WITH TOTAL AREA >_ 5 SQ FT.

B. SPALL >= 2" IN DEPTH.

C. CRACK >= 14" IN WIDTH.

D. EPOXY COATING FAILURE RESULTING IN EXPOSED CONCRETE.

5. IF ADDITIONAL DEFICIENCIES MEETING THE ABOVE CRITERIA ARE

DISCOVERED, CONTRACTOR SHALL REPORT (DOCUMENT LOCATION,

PROVIDE DESCRIPTION, PHOTOS, AND MEASUREMENTS) TO

ENGINEER.

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

RO #1 REPAIR SCHEDULE

DEFICIENCY REPAIR OR COATING

DETAIL

10+00 FLOOR AT OUTLET C1/S-110 10 N/A

10+00 WALL - RIGHT AT OUTLET C1/S-110 25 N/A

10+00 WALL - LEFT AT OUTLET C1/S-110 4 N/A

10+50 - 10+80 FLOOR, BOTH WALLS 5' UP WALLS C3/S-110 660 N/A

10+63 WALL - LEFT C1/S-109 1 N/A

10+70 WALL - LEFT C3/S-109 6 N/A

10+70 WALL - RIGHT C3/S-109 5 N/A

10+80 WALL - LEFT C1/S-109 2 N/A

10+95 WALL - RIGHT A3/S-110 N/A 17

11+35 WALL - LEFT A3/S-110 N/A 8

11+52 WALL - RIGHT A3/S-110 N/A 3

11+64 WALL - LEFT C1/S-109 2 N/A

11+65 WALL - RIGHT A3/S-110 N/A 10

12+60 FLOOR C1/S-109 1 N/A

12+70 WALL - LEFT C1/S-109 1 N/A

12+90 FLOOR C1/S-109 1 N/A

13+03 FLOOR C1/S-109 6 N/A

RO #2 REPAIR SCHEDULE

DEFICIENCY REPAIR OR COATING

10+00 WALLS RIGHT & LEFT ADJACENT TO SEAL EPOXY COATING FAILURE C1/S-110 100 N/A

10+05 WALL - RIGHT 1' FROM FLOOR SPALL IN EPOXY 2' DIAMETER WITH CRACK 4' LONG <1/16" C1/S-110 A4/S-110 4 N/A

10+24 - 10+26 WALL - LEFT ALONG HORIZONTAL LIFT JOINT SPALL IN EXISTING EPOXY COATING ALONG HORIZONTAL

LIFT JOINT. 2' LONG X 2" WIDE X 1/8" DEEP.

C1/S-110 A4/S-110 4 N/A

10+28 - 10+34 WALL - LEFT ALONG HORIZONTAL LIFT JOINT SPALL IN EXISTING EPOXY COATING ALONG HORIZONTAL

LIFT JOINT. 6' LONG X 10" WIDE X 1" TO 2" DEEP.

C1/S-110 A4/S-110 6 N/A

10+37 - 10+39 WALL - LEFT ALONG HORIZONTAL LIFT JOINT SPALL IN EXISTING EPOXY COATING ALONG HORIZONTAL

LIFT JOINT. 2' LONG X 4" WIDE X 3/4" DEEP.

C1/S-110 A4/S-110 1 N/A

10+50 WALL - RIGHT 5' ABOVE FLOOR C1/S-110 1 N/A

10+50 - 10+80 FLOOR, BOTH WALLS 5' UP WALLS C3/S-110 660 N/A

12+88 FLOOR ALONG EXISTING CRACK C1/S-109 2 N/A

DETAIL

10+00 - 10+80 FLOOR, BOTH WALLS 5' UP WALLS NEW EPOXY COATING REQUIRED C3/S-110 1760 N/A

10+22 - 10+44 WALL - LEFT ALONG HORIZONTAL JOINT C1/S-109 3 N/A

11+15 WALL - LEFT VERTICAL C1/S-109 1 N/A

11+50 CEILING / WALL - RIGHT C1/S-109 3 N/A

12+75 WALL - RIGHT FLOOR TO TOP OF TRAINING WALL A1/S-110 N/A 12

APPROX AREA

(SQ. FT.)

APPROX LENGTH

(FT.)

EROSION SPOTS ALONG HORIZONTAL JOINT AT INTERSECTION

WITH OGEE FLOOR. EXISTING PATCH FAILING. 1' X 2" X 2"

DEEP NEAR STA 10+30. 1' X 2" X 2.5" DEEP NEAR STA 10+44.

POP-OUT ALONG BOTTOM 5' OF CRACK. 9" X 1" X 2" DEEP.

SPALL IN CEILING AND INTO WALL APPROX 3' X 1' X 2" DEEP

CRACK IS FULL LENGTH WITH ASSOCIATED SPALLING.

"LOCATION: FLOOR/CEILING

OR WALL-RIGHT/LEFT

(LOOKING DOWNSTREAM)"

APPROX STATION

(FT) SECONDARY LOCATION NOTES

DEFICIENCY REPAIR OR COATING

RO #3 REPAIR SCHEDULE

EPOXY COATING FAILURE

NEW EPOXY COATING REQUIRED

SPALLING 2'X2" DEEP

"LOCATION: FLOOR/CEILING

OR WALL-RIGHT/LEFT

(LOOKING DOWNSTREAM)"

APPROX STATION

(FT)

ALONG HORIZONTAL LIFT LAYER

JOINT NEAR FLOOR

WITHIN BOTTOM 1' OF WALL,

WITHIN PREVIOUS REPAIR

IN REPAIR SECTION

PREVIOUS PATCH LOCATION 8"

ABOVE FLOOR

PREVIOUS REPAIR

ALONG VERTICAL WALL CRACK

PREVIOUS REPAIR

ALONG HORIZONTAL JOINT

NEAR FLOOR

2' FROM LEFT WALL

ALONG HORIZONTAL JOINT

SECONDARY LOCATION NOTES

SURFACE EROSION DUE TO EPOXY COATING FAILURE

EPOXY COATING FAILURE

NEW EPOXY COATING REQUIRED

EROSION 2' LONG X 4" WIDE X 4" DEEP

SPALL 4' LONG BY 18" WIDE

SPALL AND DELAM APPROX 18" DIA WITH DELAM AREA

TOTALING APPROX 30" X 24"

SPALL 24" LONG BY 8" WIDE X 2" DEEP

EPOXY/CEMENTITIOUS REPAIR WITH CRACK. EPOXY

MISSING FROM FIRST 3' OF CRACK. SPALLING AROUND

REPAIR AT 10-12'. CRACK CONTINUES TO APPROX. 17'

EXISTING 5' LONG EPOXY REPAIR WITH CRACK. SOME

SPALLING AND DDETERIORATIONG OF THE EPOXY. 6" WIDE.

APPROX 3' CRACK THROUGH EXISTING EPOXY REPAIR.

SMALL SPALL AT TOP OF CRACK.

FULL HEIGHT CRACK WITH 32" LONG PORTION WITH SPALLS,

18" LONG BY 5" WIDE BY 2" DEEP, REMAINING 14" LENGTH

OF SPALL ABOUT 1" WIDE VARYING IN DEPTH TO 2"

JOINT IN EXISTING EPOXY REPAIR AROUND 10' LONG CRACK.

SPALL IN EXISTING REPAIR APPROX. 6' UP.

SPALLS FROM 4' TO 8' ABOVE FLOOR, 2" TO 3" DIAMETER

BY 2" DEEP

SPALL APPROX. 12"X8"X2" DEEP

SPALL APPROX. 12" LONG X 6" WIDEX 2" DEEP

SPALL FROM APPROX. 6' TO 12' ABOVE FLOOR, APPROX

6" DEEP AND 12" WIDE

APPROX AREA

(SQ. FT.)

APPROX LENGTH

(FT.)

DETAIL

"LOCATION: FLOOR/CEILING

OR WALL-RIGHT/LEFT

(LOOKING DOWNSTREAM)"

APPROX STATION

(FT) SECONDARY LOCATION NOTES

APPROX AREA

(SQ. FT.)

APPROX LENGTH

(FT.)

M . M

O O

D-

1- 5-

-4

S-

8-dg n

D . J

S-108

R O

C O

N D

C O

N C

E R

2E F2

FLOW

OUTLINE OF

SECTION

REPAIRED W/

REPAIR MORTAR

SAWCUT

PERIMETER

EDGES

EXIST CONC

OUTLINE OF

DETERIORATED

AREA

2" MIN DEPTH OF

DETERIORATED AREA

SAWCUT 12"

2" MIN DEPTH OF

DETERIORATED AREA

SAWCUT 12"

2" MIN DEPTH

OF REPAIR

FLOW

OUTLINE OF

SECTION REPAIRED

W/ REPAIR MORTAR

SAWCUT

PERIMETER EDGES

EXIST CONC

OUTLINE OF

DETERIORATED

AREA

5 SQ FT MIN

REPAIR AREA

SHEET KEY NOTES:

A LEADING AND TRAILING EDGES TO BE PERPENDICULAR TO DIRECTION

OF FLOW.

B 90 DEG MINIMUM INSIDE ANGLE AT ADJACENT SAWCUT LINES.

C SAWCUT AND REMOVE CONC 1" MIN BEYOND DETERIORATED AREA OR

UNTIL SOUND CONCRETE IS FOUND.

D PREPARE SURFACE IN ACCORDANCE W/ REPAIR MORTAR

MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.

E APPLY (1) COAT OF BONDING AGENT TO CONCRETE SURFACES TO

RECEIVE REPAIR MORTAR.

F APPLY POLYMER MODIFIED REPAIR MORTAR PER MANUFACTURER'S

INSTRUCTIONS. DO NOT EXCEED MATERIAL MANUFACTURER'S

MAXIMUM LIFT THICKNESS. IF MULTIPLE LIFTS ARE REQUIRED, APPLY IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

G APPLY POLYMER MODIFIED REPAIR MORTAR PER MANUFACTURER'S

INSTRUCTIONS.

H REMOVE CONCRETE AS NEEDED FOR A SMOOTH TRANSITION.

DETAIL - SPALL REPAIR TYPE 1

SECTION - SPALL REPAIR TYPE 1

SECTION AT EXIST

DETERIORATED AREA

SECTION AT REPAIR

TYPE 1

DETAIL - SPALL REPAIR TYPE 2

SECTION - SPALL REPAIR TYPE 2

SECTION AT EXIST

DETERIORATED AREA

SECTION AT REPAIR

TYPE 2

A1 A3

REF

S-108 C1 C3REF

S-108

NOTES:

1. TREAT EXPOSED EMBEDDED METALS AND REBAR WITH (2) COATS OF

BONDING AGENT PER MANUFACTURER'S INSTRUCTIONS, ONLY

WHERE ENCOUNTERED AT AREAS IDENTIFIED FOR REPAIR. NOTE

THAT EXPOSED EMBEDDED METALS ARE LIKELY TO OCCUR AT REPAIR

TYPE 1.

NTS NTS

NTSNTS

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . M

O O

D-

1- 5-

-5

S-

9-dg n

D . J

S-109

R O

C O

N D

C O

N C

E R

R D

O F

2E F2

20 19 18 17MONOLITH MONOLITH MONOLITH MONOLITH

SPILLWAY

SOUTH TOWER EL 1614

SOUTH TOWER EL 1573

20 19 18 17MONOLITH MONOLITH MONOLITH MONOLITH

SPILLWAYN

EL 1573 GALLERY

LADDER SHAFT

ELEVATOR SHAFT

CONSTRUCTION BASE LINE

ROAD CENTERLINE

OUTLET CONDUIT

EMERGENCY GATE SLOT

ELEVATOR SHAFT

ROADWAY

EL 1614.03

OUTLET WORKS EMERGENCY

GATE SLOT

U/S BRIDGE GALLERY

ACCESS

OUTLET WORKS

EMERGENCY GATE SLOT

'-0

" C R

'-8 " R

'-0

TRUNNION BRIDGE

EL 1573

GALLERY

REALIGN RO #3

ACCESS SHAFT

EL. 1548.0

R18'-0"

EL 1572.21

EL 1569.5

ROADWAY EL 1614.04

TRUNION GIRDER

OUTLINE

GALLERY

EL 1573

GALLERY

EL 1603

O U

W O

E M

Y G

N T

O F

N M

O X

'-4

36" OD

STEEL

PIPE, 1/4"

THICK

CONTRACTOR DESIGNED

COVER AT DECK OPENING

CONTRACTOR DESIGNED

COVER AT GALLERY

C O

R U

O N

N E

3'-10"

5'-10"

NEW 36" DIA OPENING IN CEILING

TO MATCH THE FLOOR

OF GALLERY EL 1573

EXIT TO

DOWNSTREAM

FACE

LONG AXIS OF DAM

36" DIA OPENING IN

CEILING.

32'16'0'

PLAN: SPILLWAY DECK - EL 16141

A1 SECTION

DETAIL

4'2'0'2

16'8'0'B4 SECTION

M . M

O O

D-

1- 5-

-5

S-

1-dg n

D . J

S-111

M O

N O

T H

R U

A N

D S

O N

2E F2

, 2

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

INSTRUMENT NUMBER

INSTRUMENT TYPE PER ISA

INSTRUMENT IDENTIFIER

2L1-1,3

NEUTRAL CONDUCTOR

PHASE/SWITCHLEG CONDUCTOR

GROUND CONDUCTOR

HOMERUN/CONDUIT

DETAIL IDENTIFIER

REFERENCE DRAWING NUMBER

DETAIL NUMBER

1TR

RESISTORRESRES

KWH

DEM

KWH

VOICE JACK

DATA JACK

SPECIAL PURPOSE RECEPTACLE, AS NOTED

KWH

POTENTIOMETER

BATTERY, NUMBER INDICATES POTENTIAL

RECTIFIER OR DIODE

GROUND CONNECTION

CONDUCTORS NOT CONNECTED

CONDUCTORS CONNECTED

EQUIPMENT ENCLOSURE/ BOUNDARY

MECHANICAL CONNECTION, INTERLOCKS

+ -12vdc

TRANSFORMER

75KW

AUTOMATIC TRANSFER SWITCH

CARTRIDGE FUSE AND FUSEHOLDER

BUS CONNECTION (N=NEUTRAL, G=GROUND)

HEATER, NUMBER INDICATES KW

MATING CONTACTS (DRAWOUT EQUIPMENT)

THERMAL OVERLOAD HEATER

75KW

CONDUIT CALLOUT. IF USED, SEE CONDUIT SCHEDULE

FLEXIBLE METALLIC CONDUIT

EQUIPMENT CALLOUT. SEE SCHEDULE

# FLAG NOTE

DUCT BANK, CONCRETE ENCASED, STEEL REINFORCED

JUNCTION BOX

THERMOSTAT (T-STAT)

TERMINAL BOX, SIZE AS REQUIRED.

DUCT BANK CONCRETE ENCASED

CONDUIT BENT UP OR TOWARD

LIGHTING FIXTURE, WALL MOUNT

FLOOR RECEPTACLE

ETHERNET COMMUNICATION PORT

480Y/277V a

GROUND ROD AND WELL

LIGHTING FIXTURE, PENDANT MOUNT

LIGHTING FIXTURE, POLE MOUNT

PHOTOELECTRIC CONTROL UNIT. WALL MOUNTEDPC

8'-6"

VOICE/DATA JACK

AUTO

OPEN

HTR

200200/3

FLEXIBLE CORD OR CABLE

LIGHTING FIXTURE IDENTIFIER. "A"-LIGHTING FIXTURE TYPE. SEE

LIGHTING FIXTURE SCHEDULE. 8'6 MOUNTING HEIGHT TO BOTTOM

OF FIXTURE. SURFACE MOUNTED IF NOT SPECIFIED.

LIGHTING FIXTURE, EMERGENCY DUAL HEAD

REMOTE MOUNTED FROM BATTERY PACK

LIGHTING FIXTURE, EMERGENCY DUAL HEAD

WITH INTEGRAL BATTERY PACK.

METER OR SWITCH, LETTER INDICATES:

F-FREQUENCY METER, A-AMMETER, H-HOURMETER,

PF-POWER FACTOR, T-TACHOMETER,

V-VOLTMETER, VR-VARMETER, W-WATTMETER,

VS-VOLTMETER SWITCH, AS-AMMETER SWITCH,

DEM-DEMAND METER, KWH-WATTHOUR METER,

(CIRCLE USED WITH METERS, SQUARE USED WITH

SWITCHES)

CIRCUIT BREAKER: 200A CURRENT SENSOR OR

TRIP SETTING, 3 POLE SHOWN

INDICATING LIGHT, LETTER INDICATES: R-RED,

G-GREEN, A-AMBER, W-WHITE, B-BLUE

COMBINATION MOTOR STARTER (NUMBER

INDICATES NEMA STARTER SIZE)

DISCONNECT SWITCH (NON-FUSED)

MOTOR, NUMBER INSIDE CIRCLE INDICATES

HORSEPOWER. MOTOR NUMBER SHOWN

EXTERNAL

ARROW WITH ANY FIXTURE DENOTES ORIENTATION OF

REFLECTOR OR DIRECTION OF MOUNTING

LIGHTING FIXTURE, FLUORESCENT, LOWER CASE LETTER

REFERS TO SWITCHED CIRCUIT

DUPLEX RECEPTACLE, GROUNDING TYPE

CIRCUIT BREAKER PANELBOARD 208Y/120V OR 120/240V

GROUND WIRE WITH CADWELD CONNECTION

MH-MANHOLE, HH-HANDHOLE, OR PB-PULL BOX (NUMBER

IDENTIFIES MANHOLE, HANDHOLE, OR PULL BOX)

PANEL AND CIRCUIT (EXAMPLE:

PANEL 2L1, CIRCUITS 1 AND 3)

ONE-LINE

DIAGRAM

CONTROL

DIAGRAM

ONE-LINE

DIAGRAM

CONTROL

DIAGRAM

POTENTIAL TRANSFORMER (NUMBERS

INDICATE TRANSFORMER VOLTAGES)

CURRENT TRANSFORMER (NUMBERS

INDICATE TRANSFORMER RATIO)

CEILING RECEPTACLE

WORDABBREVIATIONDESCRIPTIONPLANDESCRIPTIONPLANDESCRIPTIONPLAN

D122DF

LIGHT LINE INDICATED EXISTING ELECTRICAL OR EXISTING

EQUIPMENT. LIGHT LINE MAY ALSO BE USED FOR DETAIL

DRAWING CLARITY.

HEAVY LINE INDICATED NEW WORK

EXISTING WORK TO BE REMOVED

EXIT SIGN, ARROWS AND MOUNTING AS INDICATED

TOGGLE SWITCH, LETTER REFERS TO CONTROLLED

FIXTURES, 3-3 WAY

DISCONNECT SWITCH (FUSED)

400:5

480:120

S MOTOR RATED SWITCH WITH OVERLOAD PROTECTION

GENERATOR

MD MOTION DETECTORMDMD

CONDUIT, CONCEALED IN FINISHED AREAS, EXPOSED IN

UNFINISHED AREAS

CONDUIT BELOW GRADE

TWISTED SHIELDED TRIAD

PHOTOELECTRIC CONTROL UNIT

WEATHER PROOF (NEMA 4)

VOLTS ALTERNATING CURRENT

TERMINAL BLOCK

UNINTERRUPTIBLE POWER SUPPLY

CROSS LINKED POLYETHYLENE

SELECTORSEL

VDC

VAC

XFMR

XLP

W/O

TST

UPS

TYP

TSP

SWGR

STA

SPEC

VOLTS

WITHOUT

TRANSFORMER

VOLTS DIRECT CURRENT

EXPLOSION PROOF

WITH

WIRE

SWITCH

STATION

SWITCH GEAR

SPECIFICATION

TWISTED SHIELDED PAIR

TYPICAL

SEC

RCP

PVC

REF

PNL

NO.

PH. Ø

NTS

N.O.

N.C.

PANEL

SECOND

RECEPTACLE

REFERENCE

POLYVINYL CHLORIDE

STAINLESS STEEL

NUMBER

MILLIVOLTS

OVERLOAD

NAMEPLATE

NOT TO SCALE

NORMALLY CLOSED

NORMALLY OPEN

PHASE

THOUSAND CIRCULAR MILLS

KILOVOLT AMPERES (APPARENT POWER)

KILOVARS (REACTIVE POWER)

KILOWATTS (REAL POWER)

MOTOR CONTROL CENTER

GALVANIZED RIGID STEEL

GROUND-FAULT PROTECTION

GROUND-FAULT CIRCUIT INTERRUPTING

HERTZ (CYCLES PER SECOND)

HAND HOLEHH

KVA

LTG

MCC

mA M

MAN

KVAR

KCMIL

I/O

HTR

INTLK

INST

HOA

LOW VOLTAGE

LIGHTING

MANUAL

MILLIAMPERES

MOTOR

KILOVOLTS

HEATER

HAND-OFF-AUTO

INTERLOCK

JUNCTION BOX

INSTANTANEOUS

INPUT/OUTPUT

GND

GRS

GFCI

GFP

FDR

EQUIP

EMER

DIAG

DISC

DET

CTRL

CKT

CONTD

FEEDER

GROUND

EQUIPMENT

EMERGENCY

CONDUIT

CONTROL

COPPER

DETAIL

DIAGRAM

CIRCUIT

DUCT BANK

DISCONNECT

CONTINUED

ELEVATION

A, AMP

AWG

BLDG

AUX

AUTO

AFF

AMPERE

BUILDING

ALUMINUM

AUXILIARY

CIRCUIT BREAKER

AUTOMATIC

AMERICAN WIRE GAUGE

ABOVE FINISHED FLOOR

IPB ILLUMINATED PUSH BUTTON

CR CONTROL RELAY

UP UTILITY POWER

KILOWATT HOURKWH

AHJ AUTHORITY HAVING JURISDICTION

MAN HOLEMH

VFD VARIABLE FREQUENCY DRIVE

CO CONDUIT ONLY

GROUND-FAULT INTERRUPTIONGFI

GENERATORGEN

DWG(S) DRAWING(S)

CT CURRENT TRANSFORMER

DP DISTRIBUTION PANEL

EV ELECTRICAL VAULT

JCRN JIB CRANE

LP LIGHTING PANEL

MDP MAIN DISTRIBUTION PANEL

PB PULLBOX

PLC PROGRAMMABLE LOGIC CONTROLLER

SDP STANDBY DISTRIBUTION PANEL

YL YARD LIGHT

CP CONTROL PANEL

AHU AIR HANDLING UNIT

AMPERE FRAME SIZE

AMPERE TRIP

LETTERS & NUMBERS DESIGNATE DEVICE

RELAY AND DEVICE CONTACTS

TIME DELAY CONTACTS

LETTERS & NUMBERS DESIGNATE DEVICE

CONTROL PANEL D.C. SIGNALS

CONTROL PANEL A.C. SIGNALS

ENCLOSURE WIRING

MCC A.C. SIGNALS

FIELD WIRING

DEVICE A.C. SIGNALS

DEVICE D.C. SIGNALS

MCC D.C. SIGNALS

SV-SOLENOID VALVE

PUSHBUTTON, N.O. SHOWN, LETTERS

INDICATE: A-AUTO, DN-DOWN,

FWD-FORWARD, H-HAND, LOS-LOCK OUT

STOP, O-OFF, REV-REVERSE, ST-START,

SP-STOP, T-TEST

SELECTOR SWITCH, "A" POSITION SHOWN.

ARROW, WHEN USED, INDICATES SPRING

RETURN, X'S AND O'S TO RIGHT OF CONTACTS,

WHEN USED, INDICATE CONTACT

DEVELOPMENT.

SPEED SWITCH, N.C. SHOWN. CONTACT

CLOSES AT PRESET SPEED.

FLOAT SWITCH, N.C. SHOWN. CONTACT OPENS

ON RISING LEVEL AT PRESET VALUE.

PRESSURE SWITCH, N.O. SHOWN. CONTACT

CLOSES ON RISING PRESSURE AT PRESET VALUE.

TEMPERATURE SWITCH OR THERMOSTAT N.C.

SHOWN. CONTACT OPENS ON RISING

TEMPERATURE AT PRESET VALUE

LIMIT SWITCH, N.O. SHOWN. CONTACT

CLOSES WHEN DEFLECTED

FLOW SWITCH, N.O. SHOWN. CONTACT CLOSES ON

INCREASING FLOW AT PRESET VALUE.

TORQUE SWITCH, N.O. SHOWN. CONTACT CLOSES

ON INCREASING TORQUE AT PRESET VALUE.

CONTROL DEVICE, LETTER INDICATES: CR-CONTROL

RELAY, TR-TIME DELAY RELAY, CC-CLOSING COIL,

TM-TIMER, TC-TRIP COIL. NUMBER IDENTIFIES RELAY

NORMALLY OPEN WHICH CLOSES ON COIL

ENERGIZATION

NORMALLY CLOSED WHICH

OPENS ON COIL ENERGIZATION

M-MAGNETIC MOTOR STARTER, C-GENERAL USE

CONTACTOR (NUMBER INDICATED NEMA SIZE)

NORMALLY OPEN WITH TIME DELAY

CLOSING (ON DELAY)

NORMALLY CLOSED WITH TIME DELAY

OPENING (ON DELAY)

NORMALLY OPEN WITH TIME DELAY

OPENING (OFF DELAY)

NORMALLY CLOSED WITH TIME DELAY

CLOSING (OFF DELAY)

LIGHTNING SURGE ARRESTOR

CONDUIT BENT DOWN OR AWAY

GROUND WIRE WITH CONCRETE EMBEDDED CONNECTION

PLATE

VIDEO CAMERAVC

RMC RIGID METAL CONDUIT

VENDOR CONTROL PANELVCP

N N

D W

N B

C R

O N

2 3

4 5

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D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . L

O O

D-

1- 6-

-1

D W

E-

1-dg n

D . J

E-001

N S

2E F2

MOTOR

STARTER

MOTOR

STARTER

CONTROLLER

2" RMC

CONTROL

TRANSFORMER

SEE NOTE 4

EXIST CABLE TRAY

SEE NOTE 1CONTROL CONDUITS

WALL

PENETRATION

SEE NOTE 11

EXIST

WATER

TIGHT DOOR

EXIST ELECTRICAL

PANEL RO #2 ONLY

SENSOR CONDUIT

SEE NOTE 10

SEE NOTE 2

J-BOX

NOTES:

1. REMOVE CABLE TRAY AS NECESSARY TO ALLOW

INSTALLATION OF RO CONTROLLER CABINET.

2. ANCHOR RO CONTROLLER TO FLOOR AND

SECURE LATERALLY TO WALL AT TOP.

3. MOUNT COMBINATION MOTOR STARTERS AS

INDICATED. ROUTE CONDUIT FROM STARTERS TO

HPU PUMP MOTORS.

4. INSTALL 2.5kVA CONTROL TRANSFORMER IN

NEMA 4X SS ENCLOSURE AND MOUNT AS SHOWN.

5. ALL CONDUIT SHOWN SHALL BE 1" RMC UNLESS

NOTED OTHERWISE.

6. COORDINATE WALL AND FLOOR PENETRATION

WITH ROUTING OF HYDRAULIC PIPING.

7. MOUNT J-BOX AS CLOSE TO HYDRAULIC

CYLINDER AS PRACTICAL. ALL CONDUIT AND

CABLE PENETRATIONS SHALL MAINTAIN NEMA

RATING.

8. TERMINATE HYDRAULIC CYLINDER SENSOR

CABLES TO THEIR RESPECTIVE J-BOX, USING

CONDUIT SEAL TO PREVENT WATER INGRESS.

9. RE-USE LIMIT SWITCH AND CONDUIT LOCATED IN

ECCENTRIC BEARING HOUSING. PULL NEW WIRE

FROM HOUSING TO RO CONTROLLER. USING

EXISTING CONDUIT AND SUPPLEMENT AS

NECESSARY.

10. INSTALL 2 WATER TIGHT DOOR SENSORS

MONITORING DOOR LATCH AT TOP AND BOTTOM

AND WIRE TO PLC IN RO CONTROLLER.

11. SEAL PENETRATION BETWEEN MACHINERY ROOM

AND GATE CHAMBER AFTER INSTALLATION OF

CONDUIT AND HYDRAULIC PIPING. SEE DETAIL A1

ON SHEET M-104.

12. CONTRACTOR TO REPLACE EXISTING ECCENTRIC

TRUNNION BEARING LIMIT SWITCHES LOCATED

WITHIN BEARING HOUSING, WITH NEW LIKE MAKE

AND MODEL CONTACTS, HONEYWELL SERIES

SWITCH BAF1-2RN. CONTRACTOR TO VERIFY

ACTUAL EXISTING PART NUMBER AND

REPLACEMENT.

MACHINERY ROOM ELECTRICAL PLAN AT EL 1384.75

GATE CHAMBER

MACHINE ROOM

EXIST

WATER

TIGHT DOOR

ACCESS

MANHOLE

VIEWING

WINDOW

HPU-200

COMBINATION

MOTOR STARTERS

OPERATING CYLINDER

ACCUMULATOR (1@30

GALLONS)

ECCENTRIC CYLINDER

ACCUMULATOR (1@30

GALLONS)

OPERATING

CYLINDER

SECTIONA3

HPU-200

RO CONTROLLER

OPERATING

CYLINDER NOT

SHOWN FOR

CLARITY

EXISTING ELECTRICAL

PANEL RO #2 ONLY

FOLLOW HYDRAULIC

PIPING PENETRATION

SEE NOTE 6

EL 1366.75

EL 1384.38

EXIST FLEX CONDUIT

SEE NOTE 9

EXIST EMBEDDED

STEEL CONDUIT

SECTIONA1 4'2'0' 4'2'0'

4'2'0'

RO CONTROLLER

FLOOR

PENETRATION

SEE NOTE 11

CONDUIT TO

ECCENTRIC

CYLINDER

EXIST CABLE

TRAY

WALL

PENETRATION

SEE NOTE 11

EXIST CABLE TRAY

J-BOX #1, NEMA 4X SS

10"x10"x6", SEE NOTE 7

CONDUIT

SEAL SEE

NOTE 8

SENSOR

CABLE

OPERATING

CYLINDER

ECCENTRIC

CYLINDER

J-BOX #2, NEMA 4X SS

10"x10"x6", SEE NOTE 7

CONDUIT

SEAL

SENSOR CABLE

SEE NOTE 8

SEE NOTE 3

HMI

(OPTIONAL)

SEE NOTE 12

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O N

2 3

4 5

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D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . L

O O

D-

1- 6-

-2

D W

E-

1-dg n

D . J

E-101

2E F2

EXIST

SWITCHGEAR

EXIST

SWITCHGEAR

EXIST CABLE

TRAY

EXIST

ELECTRICAL

PANEL

EXIST DSPLC1

EXIST DSPLC2

EXIST

TELEPHONE

CABLE SHAFT

EXIST FIBER PANEL

(BELOW CABLE

TRAY)

EXIST CABLE

TRAY

EXIST FIBER PATCH

PANEL (BELOW CABLE

TRAY)

EXIST

SWITCHGEARCABLE SHAFT

#12, 3CC

FROM 120VAC

POWER

FIBER

SEE NOTE 1

NOTES:

CONTROL NETWORK SWITCH BILL OF MATERIALS

ITEM

NUMBER PART NUMBER QTY DESCRIPTION MANUFACTURE

tbd 1 ETHERNET SWITCH, MANAGED, 1GB DISA APP.

2866640 1 UPS, 24VDC PHOENIX

2866417 1 BATTERY STORAGE, L3AH PHOENIX

0801733 A/R DIN RAIL, NS 35/7.5 PHOENIX

7TH FLOOR DAM ELECTRICAL ROOM PLAN

4'2'0'

SECTIONC3 4'2'0'

DETAILB3 8"4"0"

N N

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C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . L

O O

D-

1- 6-

-3

D W

E-

2-dg n

D . J

E-102

R O

O M

2E F2

1. MOUNT ETHERNET SWITCH UPS, AND BATTERY IN EXISTING

DSPLC2 ENCLOSURE AS SHOWN IN DETAIL B3. THE ENCLOSURE

WILL BE EMPTY AND READY FOR NEW EQUIPMENT

INSTALLATION PRIOR TO COMMENCEMENT OF WORK.

2. PULL POWER FROM NEAREST 120VAC SOURCE TO 24VDC UPS

MODULE. WIRE 24VDC POWER SUPPLY TO NETWORK SWITCH.

3. PULL FIBER FROM RO #3 CONTROLLER ENCLOSURE TO

NETWORK SWITCH ROUTING THROUGH EXISTING CABLE SHAFT

AND CABLE TRAY. PROVIDE INNERDUCT WHEN RUNNING

THROUGH CONDUIT AND CABLE TRAY. PROVIDE ALL CABLE

GRIPS AND SUPPORTS AS RECOMMENDED BY FIBER

MANUFACTURER. SEE SHEET E-106.

4. TERMINATE NEWLY PULLED FIBER AT RO #3 NETWORK SWITCH

AND 7TH DAM FLOOR ELECTRICAL FIBER PATCH PANEL.

5. INSTALL FIBER PATCH CORD FROM NETWORK SWITCH (DETAIL

B3) TO EXISTING FIBER PANEL AT FIBER PANEL. USE EXISTING

SPARE FIBERS ROUTED TO EQUIPMENT ROOM IN

POWERHOUSE TO MAKE NETWORK CONNECTION. SEE SHT

E302. COORDINATE WITH CONTRACTING OFFICER.

6. COORDINATE PROGRAMMING AND SETTING OF NETWORK

SWITCH WITH OTHERS TO CREATE A MANAGED ETHERNET

CONTROL NETWORK. SEE SHEETS E-301 AND E-302.

7. DESIGN BASED ON BILL OF MATERIALS SHOWN. CONTRACTOR

MAY SUBSTITUTE WITH APPROVED EQUAL.

8. UPS WITH BATTERY STORAGE MODULE SHOWN ESTIMATED TO

PROVIDE 5.5 HOURS OF OPERATION ON LOSS OF AC POWER.

9. ALL NETWORK SWITCHES SHALL BE MANAGED AND INCLUDED

ON THE APPROVED DISA LIST AT

HTTPS://APLIST.DISA.MI/PROCESSAPLIST.

INSTALL HMI TERMINAL

AT STATION SCC 5

CAT 6 AND #12, 3CC

24VDC POWER, SEE

NOTE 3

ROUTE FIBER CABLE (3-PAIR)

FROM PATCH PANEL TO

NETWORK SWITCH

EXISTING FIBER PATCH

PANEL, SEE NOTE 1

12'-4 1 16"

2'-2"

SCC1

SCC2

SCC3

SCC4

SCC5

SCC6

SCC7 SCC8 SCC9 SCC10

SCC11

SCC12

SCC13

SCC14

SCC15

SCC16

COUNTER

LOCKERS

S C

RTU

CH DTC1RTU2CPU2CPU1

PNL PNL PNL PNL PNLER19 ER20 ER21 ER22 ER23

3'-81 4"

10'-0"

3'-3"

4'-5"

6'-5"

3'-31 2"

12'-11"

2 - 1‚" DIA. AND

1 - 1" DIA. HOLES @

3" CENTERLINE TO

CENTERLINE SPACING.

EXISTING & FILLED

4'-8"

2" DIA.

INSTALL MASTER PLC

AND NETWORK SWITCH

IN CABINET

POWERHOUSE CONTROL AND ELECTRICAL EQUIPMENT ROOM LAYOUT

NOTES:

1. EXISTING SPARE FIBER FROM DAM 7TH FLOOR

ELECTRICAL ROOM TERMINATES IN PANEL ER19.

INSTALL FIBER PATCH CORD (3-PAIR) FROM ER19 TO

RTU 2. CONNECT ONE PAIR TO EXISTING DARK FIBER

GOING TO DAM 7TH FLOOR ELECTRICAL ROOM.

2. INSTALL MASTER PLC AND NETWORK SWITCH (SEE

SHEET E-301) IN RTU 2 CABINET.

3. INSTALL HMI TERMINAL AT CONTROL ROOM STATION

SCC5. RUN CAT 6 AND 24VDC POWER TO HMI TERMINAL

(SEE SHEET E-301).

4. USE EXISTING UNDER FLOOR CABLE RACEWAY TO

ROUTE CABLES BETWEEN EQUIPMENT.

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O N

2 3

4 5

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D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

4'2'0'

M . L

O O

D-

1- 6-

-4

D W

E-

3-dg n

D . J

E-103

O U

2E F2

CONDUIT SCHEDULE

CONDUIT # SIZE (IN) TYPE FROM TO CABLE COMMENTS

RO #1

K0 2 RMC RO CONTROLLER CABINET CABLE TRAY P1

K1 2 RMC RO MOTOR STARTER #1 CABLE TRAY P1

K2 1 RMC RO MOTOR STARTER #1 RO MOTOR STARTER #2 P2

K3 1 RMC RO MOTOR STARTER #1 HPU PUMP #1 P3

K4 1 RMC RO MOTOR STARTER #2 HPU PUMP #2 P4

K5 1 RMC RO MOTOR STARTER #2 CONTROL TRANSFORMER P5

K6 3/4 RMC RO MOTOR STARTER #1 RO CONTROLLER CABINET C4

K7 3/4 RMC RO MOTOR STARTER #2 RO CONTROLLER CABINET C5

K8 1 RMC CONTROL TRANSFORMER RO CONTROLLER CABINET P6

K9 1 RMC RO CONTROLLER CABINET RO J-BOX #1 C2, S1, S4, S5

K10 1 RMC RO CONTROLLER CABINET RO J-BOX #2 C1, C3, S6

K11 1 RMC RO CONTROLLER CABINET HPU C6, C7, S2, S3

HPU SUPPLIED WITH FLEX

CONDUIT TO MOTORS AS

REQUIRED

K12 3/4 RMC WATERTIGHT DOOR CABLE TRAY C8

RO #2

K13 2 RMC RO CONTROLLER CABINET CABLE TRAY P7

K14 2 RMC RO MOTOR STARTER #1 CABLE TRAY P7

K15 1 RMC RO MOTOR STARTER #1 RO MOTOR STARTER #2 P8

K16 1 RMC RO MOTOR STARTER #1 HPU PUMP #1 P9

K17 1 RMC RO MOTOR STARTER #2 HPU PUMP #2 P10

K18 1 RMC RO MOTOR STARTER #2 CONTROL TRANSFORMER P11

K19 3/4 RMC RO MOTOR STARTER #1 RO CONTROLLER CABINET C12

K20 3/4 RMC RO MOTOR STARTER #2 RO CONTROLLER CABINET C13

K21 1 RMC CONTROL TRANSFORMER RO CONTROLLER CABINET P12

K22 1 RMC RO CONTROLLER CABINET RO J-BOX #1 C10, S7, S10, S11

K23 1 RMC RO CONTROLLER CABINET RO J-BOX #2 C9, C11, S12

K24 1 RMC RO CONTROLLER CABINET HPU C14, C15, S8, S9

HPU SUPPLIED WITH FLEX

CONDUIT TO MOTORS AS

REQUIRED

K25 3/4 RMC WATERTIGHT DOOR CABLE TRAY C16

RO #3

K26 2 RMC RO CONTROLLER CABINET CABLE TRAY P13

K27 2 RMC RO MOTOR STARTER #1 CABLE TRAY P13

K28 1 RMC RO MOTOR STARTER #1 RO MOTOR STARTER #2 P14

K29 1 RMC RO MOTOR STARTER #1 HPU PUMP #1 P15

K30 1 RMC RO MOTOR STARTER #2 HPU PUMP #2 P16

K31 1 RMC RO MOTOR STARTER #2 CONTROL TRANSFORMER P17

K32 3/4 RMC RO MOTOR STARTER #1 RO CONTROLLER CABINET C20

K33 3/4 RMC RO MOTOR STARTER #2 RO CONTROLLER CABINET C21

K34 1 RMC CONTROL TRANSFORMER RO CONTROLLER CABINET P18

K35 1 RMC RO CONTROLLER CABINET RO J-BOX #1 C18, S13, S16, S17

K36 1 RMC RO CONTROLLER CABINET RO J-BOX #2 C17, C19, S18

K37 1 RMC RO CONTROLLER CABINET HPU C22, C23, S14, S15

HPU SUPPLIED WITH FLEX

CONDUIT TO MOTORS AS

REQUIRED

K38 3/4 RMC WATERTIGHT DOOR CABLE TRAY C24

COMM

K39 3/4 RMC RO #3 CONTROLLER CABINET RO #1 CONTROLLER CABINET COMM1

K40 3/4 RMC RO #3 CONTROLLER CABINET RO #2 CONTROLLER CABINET COMM2

NOTES:

1. HYDRAULIC CYLINDER SENSOR AND LIMIT

SWITCH CABLE TO BE ARMORED PR PROPERLY

PROTECTED. PROVIDE FLEX CONDUIT IF

REQUIRED.

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . L

O O

D-

1- 6-

-5

D W

E-

4-dg n

D . J

E-104

C O

N D

S C

2E F2

CABLE SCHEDULE

CABLE # SIZE VOLT/INSUL

TYPE TYPE FROM TO RACEWAY COMMENTS

RO #1

P1 3/C #2, #8 GND 600V/FR-XLP POWER DCQ3 MOTOR STARTER #1 K0, K1, EXIST USE EXIST CABLE TRAY

P2 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #1 MOTOR STARTER #2 K2

P3 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #1 HPU PUMP MOTOR #1 K3

P4 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #2 HPU PUMP MOTOR #2 K4

P5 3/C #8, #10 GND 600V/FR-XLP POWER MOTOR STARTER #2 CONTROL TRANSFORMER K5 480VAC TO TRANSFORMER

P6 3/C #8, #10 GND 600V/FR-XLP POWER CONTROL TRANSFORMER CONTROL CABINET UPS K8 120VAC FROM TRANSFORMER

S1 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K9 VALVE POSITION

S2 16 AWG TSP 600V/PVC SIGNAL HPU CONTROLLER CABINET K11 SYSTEM PRESSURE #1

S3 16 AWG TSP 600V/PVC SIGNAL HPU CONTROLLER CABINET K11 SYSTEM PRESSURE #2

S4 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K9 CYLINDER ROD END PRESSURE

S5 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K9 CYLINDER ROD LOCK PRESSURE

S6 16 AWG TSP 600V/PVC SIGNAL ECCENTRIC CYLINDER CONTROLLER CABINET K10 CYLINDER ROD END PRESSURE

C1 4-C, #14 CABLE 600V/XLP CONTROL ECCENTRIC CYLINDER CONTROLLER CABINET K10 POSITION LIMIT SWITCHES

C2 4-C, #14 CABLE 600V/XLP CONTROL OPERATING CYLINDER CONTROLLER CABINET K9 POSITION LIMIT SWITCHES

C3 4-C, #14 CABLE 600V/XLP CONTROL ECCENTRIC BEARING CONTROLLER CABINET K10 POSITION LIMIT SWITCHES

C4 4-C, #14 CABLE 600V/XLP CONTROL MOTOR STARTER #1 CONTROLLER CABINET K6 STARTER CONTACTOR PICKUP AND

49-1 RELAY CIRCUITS

C5 4-C, #14 CABLE 600V/XLP CONTROL MOTOR STARTER #2 CONTROLLER CABINET K7 STARTER CONTACTOR PICKUP AND

49-2 RELAY CIRCUITS

C6 4-C, #14 CABLE 600V/XLP CONTROL HPU CONTROLLER CABINET K11 OIL TEMPERATURE SWITCH

C7 4-C, #14 CABLE 600V/XLP CONTROL HPU CONTROLLER CABINET K11 OIL LEVEL SWITCH

C8 4-C, #14 CABLE 600V/XLP CONTROL WATERTIGHT DOOR CONTROLLER CABINET K12 DOOR CLOSE SWITCHES/SENSOR

RO #2

P7 3/C #2, #8 GND 600V/FR-XLP POWER DCQ3 MOTOR STARTER #1 K13, K14, EXIST USE EXIST CABLE TRAY

P8 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #1 MOTOR STARTER #2 K15

P9 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #1 HPU PUMP MOTOR #1 K16

P10 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #2 HPU PUMP MOTOR #2 K17

P11 3/C #8, #10 GND 600V/FR-XLP POWER MOTOR STARTER #2 CONTROL TRANSFORMER K18 480VAC TO TRANSFORMER

P12 3/C #8, #10 GND 600V/FR-XLP POWER CONTROL TRANSFORMER CONTROL CABINET UPS K21 120VAC FROM TRANSFORMER

S7 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K22 VALVE POSITION

S8 16 AWG TSP 600V/PVC SIGNAL HPU CONTROLLER CABINET K24 SYSTEM PRESSURE #1

S9 16 AWG TSP 600V/PVC SIGNAL HPU CONTROLLER CABINET K24 SYSTEM PRESSURE #2

S10 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K22 CYLINDER ROD END PRESSURE

S11 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K22 CYLINDER ROD LOCK PRESSURE

S12 16 AWG TSP 600V/PVC SIGNAL ECCENTRIC CYLINDER CONTROLLER CABINET K23 CYLINDER ROD END PRESSURE

C9 4-C, #14 CABLE 600V/XLP CONTROL ECCENTRIC CYLINDER CONTROLLER CABINET K23 POSITION LIMIT SWITCHES

C10 4-C, #14 CABLE 600V/XLP CONTROL OPERATING CYLINDER CONTROLLER CABINET K22 POSITION LIMIT SWITCHES

C11 4-C, #14 CABLE 600V/XLP CONTROL ECCENTRIC BEARING CONTROLLER CABINET K23 POSITION LIMIT SWITCHES

C12 4-C, #14 CABLE 600V/XLP CONTROL MOTOR STARTER #1 CONTROLLER CABINET K19 STARTER CONTACTOR PICKUP AND

49-1 RELAY CIRCUITS

C13 4-C, #14 CABLE 600V/XLP CONTROL MOTOR STARTER #2 CONTROLLER CABINET K20 STARTER CONTACTOR PICKUP AND

49-2 RELAY CIRCUITS

C14 4-C, #14 CABLE 600V/XLP CONTROL HPU CONTROLLER CABINET K24 OIL TEMPERATURE SWITCH

C15 4-C, #14 CABLE 600V/XLP CONTROL HPU CONTROLLER CABINET K24 OIL LEVEL SWITCH

C16 4-C, #14 CABLE 600V/XLP CONTROL WATERTIGHT DOOR CONTROLLER CABINET K25 DOOR CLOSE SWITCHES/SENSOR

CABLE SCHEDULE

CABLE # SIZE VOLT/INSUL

TYPE TYPE FROM TO RACEWAY COMMENTS

RO #3

P13 3/C #2, #8 GND 600V/FR-XLP POWER DCQ3 MOTOR STARTER #1 K26, K27, EXIST USE EXIST CABLE TRAY

P14 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #1 MOTOR STARTER #2 K28

P15 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #1 HPU PUMP MOTOR #1 K29

P16 3/C #2, #8 GND 600V/FR-XLP POWER MOTOR STARTER #2 HPU PUMP MOTOR #2 K30

P17 3/C #8, #10 GND 600V/FR-XLP POWER MOTOR STARTER #2 CONTROL TRANSFORMER K31 480VAC TO TRANSFORMER

P18 3/C #8, #10 GND 600V/FR-XLP POWER CONTROL TRANSFORMER CONTROL CABINET UPS K34 120VAC FROM TRANSFORMER

S13 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K35 VALVE POSITION

S14 16 AWG TSP 600V/PVC SIGNAL HPU CONTROLLER CABINET K37 SYSTEM PRESSURE #1

S15 16 AWG TSP 600V/PVC SIGNAL HPU CONTROLLER CABINET K37 SYSTEM PRESSURE #2

S16 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K35 CYLINDER ROD END PRESSURE

S17 16 AWG TSP 600V/PVC SIGNAL OPERATING CYLINDER CONTROLLER CABINET K35 CYLINDER ROD LOCK PRESSURE

S18 16 AWG TSP 600V/PVC SIGNAL ECCENTRIC CYLINDER CONTROLLER CABINET K36 CYLINDER ROD END PRESSURE

C17 4-C, #14 CABLE 600V/XLP CONTROL ECCENTRIC CYLINDER CONTROLLER CABINET K36 POSITION LIMIT SWITCHES

C18 4-C, #14 CABLE 600V/XLP CONTROL OPERATING CYLINDER CONTROLLER CABINET K35 POSITION LIMIT SWITCHES

C19 4-C, #14 CABLE 600V/XLP CONTROL ECCENTRIC BEARING CONTROLLER CABINET K36 POSITION LIMIT SWITCHES

C20 4-C, #14 CABLE 600V/XLP CONTROL MOTOR STARTER #1 CONTROLLER CABINET K32 STARTER CONTACTOR PICKUP AND

49-1 RELAY CIRCUITS

C21 4-C, #14 CABLE 600V/XLP CONTROL MOTOR STARTER #2 CONTROLLER CABINET K33 STARTER CONTACTOR PICKUP AND

49-2 RELAY CIRCUITS

C22 4-C, #14 CABLE 600V/XLP CONTROL HPU CONTROLLER CABINET K37 OIL TEMPERATURE SWITCH

C23 4-C, #14 CABLE 600V/XLP CONTROL HPU CONTROLLER CABINET K37 OIL LEVEL SWITCH

C24 4-C, #14 CABLE 600V/XLP CONTROL WATERTIGHT DOOR CONTROLLER CABINET K38 DOOR CLOSE SWITCHES/SENSOR

C25 2-C, #14 CABLE 600V/XLP CONTROL RTU-02 CABINET EQUIPMENT ROOM UPS EXIST HMI POWER

COMM1 CAT 6 300V/PVC COMM #3 CONTROL CABINET RO #1 CONTROLLER CABINET K39 ETHERNET

COMM2 CAT 6 300V/PVC COMM #3 CONTROL CABINET RO #2 CONTROLLER CABINET K40 OM

COMM3 MULTI-MODE FIBER COMM #3 CONTROL CABINET DAM ELECTRICAL ROOM, 7TH FLOOR EXIST FIBER

COMM4 MULTI-MODE FIBER COMM POWERHOUSE - EQUIPMENT ROOM DAM ELECTRICAL ROOM, 7TH FLOOR EXIST FIBER

COMM5 MULTI-MODE FIBER COMM PANEL ER19 RTU-02 CABINET EXIST POWERHOUSE EQUIPMENT ROOM

COMM6 CAT 6 300V/PVC COMM RTU-02 CABINET STATION SCC5 EXIST COMM CABLE TO HMI

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . L

O O

D-

1- 6-

-6

D W

E-

5-dg n

D . J

E-105

C H

2E F2

DWORSHAK DAM ISOMETRIC - GENERAL CABLE ROUTING

RO #3

CONTROLLER

RO #2

CONTROLLER

RO #1

CONTROLLER

NETWORK SWITCH

AND FIBER PANEL

NOTES:

1. USE EXISTING CABLE TRAY WHERE PRACTICAL.

2. COMMUNICATION CABLE AND FIBER SHALL BE SEPARATED FROM

POWER CIRCUITS IN SAME CABLE TRAY. DO NOT PULL COMMUNICATION

OR FIBER IN CONDUIT CONTAINING POWER CIRCUITS.

3. INSTALL AND SUPPORT FIBER CABLE IN ACCORDANCE WITH FIBER

MANUFACTURER RECOMMENDATIONS.

C B

SHEET KEY NOTES:

A PULL CAT 6 FROM RO #1 CONTROLLER TO RO #3 CONTROLLER

USING EXISTING CABLE TRAY.

B PULL CAT 6 FROM RO #2 CONTROLLER TO RO #3 CONTROLLER

USING EXISTING CABLE TRAY.

C PULL FIBER (6 PAIR) FROM RO #3 TO 7TH FLOOR DAM ELECTRICAL

ROOM (EL 1593). ROUTE FIBER IN EXISTING CABLE TRAY TO CABLE

SHAFT.

D INSTALL FIBER IN INNERDUCT. PULL CABLE THROUGH VERTICAL

SHAFT AND HANG WITH CABLE GRIP.

7TH FLOOR DAM

ELECTRICAL ROOM

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, W

N W

M cM

ILL

D W

O R

G O

O ) V

S U

M . L

O O

D-

1- 6-

-7

D W

E-

6-dg n

D . J

E-106

O U

G P

2E F2

7' -6

3'-0"

R R

PB PB

31 28 26 27

(TYP) (TYP)

29 28

41 41

RO CONTROLLER

LIFT

POSITION

VALVE

CHAMBER

ROD LOCK

OIL

PRESSURE 1

OIL

PRESSURE 2POWER

LIFT CYLINDER

GATE

OPEN

GATE

STOP

EMERGENCY

STOP MAINTENANCE REMOTE LOCAL

LOW OIL

ALARM

LOCK ON

RETRACT REMOTE-OFF-LOCAL

ECCENTRIC

CYLINDER

ON SEAL - OFF SEAL

ECCENTRIC

CYLINDER

GATE ON SEAL

LIFT CYLINDER

GATE FULLY CLOSED

GATE OFF SEAL GATE FULLY OPENED

PUMP 1 STATUS

RTM

PUMP 2 STATUS

RTM

RUNNING

TROUBLE

RUNNING

TROUBLE

NOTES:

1. REFER TO E-202 FOR INTERNAL COMPONENT LAYOUT.

2. MOUNT SWITCHES AND INDICATORS SHOWN ON RO

CONTROLLER ENCLOSURE DOOR IN ORIENTATION DEPICTED.

3. SELECT ENCLOSURE SIZE TO HOUSE REQUIRED CONTROL

COMPONENTS AND WIRING TERMINAL BLOCKS, INCLUDING

REMOTE PLC CHASSIS.

4. CONTROLLER INTERFACE IS TYPICAL FOR RO #1 THRU #3.

5. EACH RO CONTROLLER SHALL HAVE AN INDEPENDENT UPS

EITHER MOUNTED INTERNALLY OR INSTALLED NEXT TO

ENCLOSURE. UPS SHALL BE RATED AS SPECIFIED.

6. SHEETS E-201 AND E-202 DEPICT ONE COMPLETE RO

CONTROLLER. A TOTAL OF 3 RO CONTROLLERS REQUIRED.

7. DESIGN BASED ON BILL OF MATERIAL SHOWN. CONTRACTOR

MAY SUBSTITUTE WITH APPROVED EQUAL.

RO CONTROLLER (PLC) BILL OF MATERIALS

ITEM

NUMBER PART NUMBER QTY DESCRIPTION MANUFACTURE

A903620SSFSN4 1 ENCLOSURE, 90"x36"x20" HOFFMAN

A90P36F1G 1 BACKPANEL HOFFMAN

2866776 2 POWER SUPPLY, 24VDC, AC/DC INPUT PHOENIX

MS30-0802SAAEHH08.0 1 ETHERNET SWITCH, MANAGED, 1GB HIRSCHMAN

MM30-07070707SAHH 1 MODULE, ETHERNET, FIBER, 1GB HIRSCHMAN

MM20-T1T1T1T1SAHH 1 MODULE, ETHERNET, RJ45, 10./100 MB HIRSCHMAN

156-A7 1 CHASSIS, PLC 7-SLOT ALLEN BRADLEY

1756-PA75 1 POWER SUPPLY, PLC ALLEN BRADLEY

1756-ENBT 1 ETHERNET MODULE ALLEN BRADLEY

1756-OB16D 1 OUTPUT, DIGITAL ALLEN BRADLEY

1756-IB16 2 INPUT, DIGITAL ALLEN BRADLEY

1756-IF8I 1 INPUT, ANALOG ALLEN BRADLEY

1492-IFM40F-2 1 INTERFACE MODULE, DIGITAL ALLEN BRADLEY

1492-IFM20F-F24A-2 2 INTERFACE MODULE, DIGITAL ALLEN BRADLEY

1492-AIFM8-F-5 1 INTERFACE MODULE, ANALOG ALLEN BRADLEY

1492-CABLE000Y 1 CABLE ASSEMBLY, DISCRETE OUTPUT ALLEN BRADLEY

1492-CABLE000X 2 CABLE ASSEMBLY, DISCRETE INPUT ALLEN BRADLEY

1492-ACABLE000TB 1 CABLE ASSEMBLY, ANALOG INPUT ALLEN BRADLEY

5SC1500 1 UPS, 120 VAC, WITH BATTERY EATON

700-CF220D 13 RELAYS, 120 VAC, 2 NO, 2 NC ALLEN BRADLEY

700-CF220EJ 8 RELAYS, 24VDC, 2 NO, 2 NC ALLEN BRADLEY

LCVN-51 10 RELAY, ANALOG OMEGA

0801733 A/R DIN RAIL, NS 35/7.5 PHOENIX

F3X3LG6 A/R PANDUIT, 3", W/ COVER PHOENIX

F2X3LG6 A/R PANDUIT, 2", W/ COVER PHOENIX

800L-22C24R 9 INDICATOR LIGHT, RED ALLEN BRADLEY

800L-22C24G 4 INDICATOR LIGHT, GREEN ALLEN BRADLEY

800T-XXX 2 SWITCH, SELECTOR, 3-POSITION…

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File details come from the government source that posted it. Updated Jul 10, 2020.