B.08_20R0007_Info Only Drawings_Final.pdf

PDF 3 MB Posted Aug 5, 2020

Attached to: John Day Drainage Gallery Repairs
Solicitation number: W9127N20R0007
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation notice is for a competitive firm-fixed price proposal for drainage gallery repairs at the John Day Dam Powerhouse. The U.S. Army Corps of Engineers Portland District will award a contract to implement corrective measures, design, install, and repair works to address water flow into generator floors and galleries. The scope of work involves reviewing the entire powerhouse drainage system and identifying solutions to mitigate water ingress, collect drainage, and dispose of water. Proposed repairs may include upgrades to water stop technologies. The project aims to improve worker safety and equipment protection by reducing water presence in work areas. The acquisition will utilize best value tradeoff source selection and include options. The estimated value is between $1 million to $5 million. This is a total small business set-aside for NAICS 238110 - Poured Concrete Foundation and Structure Contractors. The contracting office is the point of contact and prefers email responses. The government reserves the right to cancel before or after the closing date.

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Other files

File	Type	Posted
B.04_W9127N20R0007 - Sol Amd 03 - Conform - JD Monolith Drainage Repair.pdf	PDF	Sep 1, 2020
B.04_W9127N20R0007 - Sol Amd 03 - JD Monolith Drainage Repair.pdf	PDF	Sep 1, 2020
Site Visit Roster.pdf	PDF	Aug 25, 2020
B.04_W9127N20R0007 - Sol Amd 02 - JD Monolith Drainage Repair.pdf	PDF	Aug 25, 2020
B.08_20R0007_ADV1.pdf	PDF	Aug 7, 2020
B.04_W9127N20R0007 - Sol Amd 01 - JD Monolith Drainage Repair.pdf	PDF	Aug 7, 2020
JDMJDR20_ADV.PDF	PDF	Aug 5, 2020
B.08_20R0007_Drawings_Advertise_Final.pdf	PDF	Aug 5, 2020

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FOR INFORMATION ONLY

6'-0"

2'-0"

A T

H E

W D

H A

N S

O N P .E

G E

C D

A C

K E

H A

C E P .E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

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L A

N D D

T R

PORTLAND DISTRICT

S E

C T

N D

E T

S-306

J O

H N D

A Y L

O C

K A

N D D

A M

D R

A G

E G

A L L E

R Y

UPSTREAMDOWNSTREAM

SURFACE MOUNTED REPAIR DETAIL

SCALE: 6"= 1'-0"

TYPICAL SECTION THROUGH GROUT GALLERY

8" DEEP

G E

C D

T L

" = 1'-0"4

3SCALE:

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

A N

S I

J D

P .1

S -3

X X

X .d g n

1'-0" CHAMFER

DENOTES CONCRETE

W A

T E

R S

T O

P R

E P

S P

O W

E R

H O

U S

E W

N -1

-R -0

CHAMFER SEAL P'SL

ROOF SEAL P'SL

WALL SEAL P'SL

CHAMFER SEAL P'SL

WALL SEAL P'SL

NOTE 11

DRILLED HOLE REF

" 1

REF NOTE 12, TYP.

30° TYP.

1'-0" TYP.

K J

H M

O D

D S

E A

L /3

A -1

M B

E D

1'-2"

MOLD 8348 OR SIM.

SEALS UNLIMITED

PLATE. NO SEAL PLATE SHALL BE ANCHORED WITH LESS THAN 2 ANCHORS.

PLATES SHALL BUTT AGAINST ADJACENT PLATES WHERE POSSIBLE WITH A MAXIMUM GAP OF 1/2". MINIMUM 2 ANCHORS ARE REQUIRED PER

12. SEAL SHALL BE CONTINUOUS AS INDICATED IN NOTE 4. SEAL PLATES NEED NOT BE CONTINUOUS AND WELDED TO ADJACENT PLATES.

GASKET IN THE DRILLED HOLE TO PREVENT WATER FROM PASSING THE JOINT AND REACHING THE FLOOR.

POLYURETHANE CHEMICAL GROUT SIMILAR TO DE NEEF FLEX LV. A SIMILARLY SELECTED PRODUCT SHOULD BE ABLE TO FORM A FLEXIBLE

AS SHOWN IN THE DRAWING ABOVE. INTO THE DRILLED HOLE, THE CONTRACTOR SHALL INJECT A SINGLE COMPONENT HYDROPHOBIC

PRIOR TO INSTALLATION OF THE SEAL, AS LOCATED ON THE DRAWINGS, DRILL A 1" DIAMETER HOLE AT A DOWNWARD ANGLE TO A DEPTH 11.

THE TIME OF CONSTRUCTION, CONTRACTOR WILL PLAN TO DIVERT EXCESS WATER TO WORK IN A DRY ENVIRONMENT.

DRIER DURING THIS TIME PERIOD. REFER TO THE SPECIFICATION FOR INTERIM COMPLETION DATES FOR ALL WORK. IF NECESSARY DURING

10. WORK SHOWN ON THIS PAGE IS TO BE PERFORMED BETWEEN JULY AND SEPTEMBER 2014 AS THE GALLERY IS MUCH

MANUAL TABLE J3.3M. AT CONTRACTORS OPTION, USE OVERSIZED HOLES AND GALVANIZED PLATE WASHERS.

9. GALVANIZED PLATES WILL HAVE STANDARD SIZED HOLES AS SHOWN IN THE 13th ED. OF THE STEEL CONSTRUCTION

RECOMMENDED BY THE GALVANIZER.

8. AFTER INSTALL, CONTRACTOR WILL REPAIR ALL HOLIDAYS IN GALVANIZED COATING WITH A COLD GALVANIZING PRODUCT AS

7. SEAL TO BE MATCH DRILLED WITH THE GALVANIZED BACKER BARS.

BACKER BARS NOT TO EXCEED 1/2". REFERENCE E/S-307 FOR DISTANCE FOR FIRST ANCHOR FROM ANY SEAL PLATE TERMINATIONS.

6. SEAL TO BE CONTINUOUS AROUND THE GALLERY, NOT INCLUDING GUTTERS AND FLOOR. MAXIMUM ALLOWED SPACE TO ADJACENT STEEL

MANNER AS PREVIOUSLY INSTALLED. TEMPORARILY REROUTE THESE AS NEEDED TO INSTALL SEAL AND PLATES SHOWN ON THIS PAGE.

CONDUITS. CONDUIT BRACKETS TO BE REINSTALLED AFTER SEAL IS INSTALLED. ALL CONDUITS TO BE REINSTALLED LEVEL AND IN A SIMILAR

CONDUIT BRACKETS TO BE ABLE TO MOVE CONDUITS AWAY FROM THE WALL TO FACILITATE INSTALLATION OF SEAL AND PLATES BEHIND THE

5. (3) 1" DIAMETER ELECTRICAL CONDUITS ARE MOUNTED TO THE UPSTREAM GALLERY WALL. CONTRACTOR MAY NEED TO REMOVE SEVERAL

HOWEVER, SEAL DOES NOT NEED TO EXTEND INTO THE GUTTER AND ACROSS THE GALLERY FLOOR.

PROPERTIES OF RUBBER. SEAL TO BE CUT AND VULCANIZED TO MAKE A CONTINUOUS SEAL AROUND THE PERIMETER OF THE GROUT GALLERY.

SHOWN ON THIS SHEET IS THE MINIMUM THICKNESS THAT WILL BE ACCEPTED. REFERENCE SPECIFICATION FOR WITH ADDITIONAL MECHANICAL

4. RUBBER SEAL TO BE MOLDED RUBBER SEAL WITH A GENERAL PROFILE THAT MATCHES WHAT IS SHOWN ON THIS SHEET. THE SEAL THICKNESS

CURRENT ICC REPORT SHOWING THE ANCHORS HAVE BEEN APPROVED FOR USE IN CRACKED CONCRETE.

TO BE FULLY TORQUED PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO SUBMIT FOR EVALUATION, PRODUCT INFORMATION AND A

GALVANIZED PLATE. ANCHORS SUBMITTED FOR EVALUATION NEED TO BE OF A SIMILAR SIZE AND TYPE OF THOSE SHOWN ABOVE. ANCHORS

3. ANCHORS TO BE GALVANIZED HILTI HDA-T M125/30 CONCRETE EXPANSION ANCHORS, OR APPROVED EQUAL. ANCORS TO BE CENTERED IN

FROM WHAT IS SHOWN ABOVE.

JOINT STATION SERVICE/1 TO BE FIELD VERIFIED BY THE CONTRACTOR. THE SHAPE OF THE GALLERY IS DIFFERENT AT JOINT STATION SERVICE/1

2. THE FOLLOWING JOINTS TO RECEIVE THIS REPAIR: STATION SERVICE/1, 4/5, 6/7, 7/8, 9/10, 11/12, 15/16, 18/19, AND 19/20. SHAPE OF

1. ALL STEEL SHOWN ON THIS PAGE TO BE GALVANIZED.

NOTES:

1/8" UHMW-PE

5" GALV. STEEL PLATE TYP.

DENOTES STEEL

DENOTES UHMW-PE

DENOTES RUBBER

ANCHOR @ 18" O.C.

UNDERCUT

HDA-T M 125/30

K J

H M

O D

D A

N C

H O

R S

P A

G /2

A -2

S O

A T

N N

E N

A M

D W

N B

C K

D B

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N E

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D B

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D A

T E

W D

E S

N F

BORDER VERSION UPDATE [09-2012]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

NOTE:

1. For General Notes and Legend see Dwg. JDP-1.1-6-1A01.

LWP

LOF

LWP

LOF

PS-1

PS-2

1PA1

PA 1PA2

BUS 2

BUS 1

R a i l r o a d

D o o r

L t h e

O u t l e t s r i l

G i n d e r

M i

S m a t h e u r f a c i n d e r

D r i

P e s s

K V

7• 2 5

E r e c t i o n

B y m p

R c e p t a c l e

C r a

H c k w t h

T m e m a s t e r

1 2

3 4

20 20

50 50

5 6

7 8

11 12

13 14

50 20

1 1 1

C Q

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505070

1UC4

52552

4 REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: CHECKED:

SHEETDATE:

COLUMBIA RIVER WASHINGTON-OREGON

U.S. ARMY ENGINEER DISTRICT, PORTLAND

DGN. NUMBER:

1234 U.S. ARMYCORPS OF ENGINEERS

CHIEF, TECHNICAL SECTION

APPROVED:

JOHN DAY LOCK & DAM

POWERHOUSE

ONE LINE DIAGRAM

4 9 JAN 87 MINOR REVISION DRL

RAMAS CONSTRUCTED PER M.O. 5542226 JAN 895

6 21 MAY 94 ADD SS AIR COMP #3 DLB

INV. NO. CIVENG 45-164-66-28

T R g h t i g a n s

JDP-1.1-6-1D21/2

7 DRAINAGE SUMP LIMITORQUE WIRING DD

ADD INVERTER, OIL/WATER SEP. &

PJL

5 JAN 1966

Raymond E.Hols

JRK JY

15 OCT 75

7 FEB 83

28 AUG 86

AS CONSTRUCTED, GENERAL REVISIONS RCM

ADDED CQ09-STA. AIR COMP. SUPPLY DRL

ADDED SURFACE GRINDER TO CQ04 PER WO 55285 RB

15 30

S E

P A

R A

T O

O I

W A

T E

V A

L V

L I

M I

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R Q

U E

I N

V E

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C Q

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M C

M C s p s p

1HY

M P

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S S

G O

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C Q

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C Q

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C Q

4 JUN 07

DLB

CAR

400400250

20 60 100

250 250

CQO1, CQO2, CQO4 & CQO9

8 CQ01,CQ02,CQ09 (SC)

WIREING AND CONDUCTOR CHANGES

75HP

20HP

12 JUN 12

88 8 8

8 88 8

R C

O M

R C

O M

2. Starters are internal of compressor assembly8

CQO4

CQO9

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A R

9 03 JAN 13 OIL FILTER ROOM

SPARE q1(CQO1) TO EMBEDDED BOX IN

CAR

g2ecdjwp Information Only

DESCRIPTION BYREVISION DATE

SHEET

DATE

SUBMITTED:

AS SHOWN

CHECKED BY

DRAWN BY

HEAD, ELECTRICAL SECTION

CHIEF, ENGINEERING DIVISION

SPEC. NO.

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

PREPARED:

SCALE

DFR

JRK

U.S. ARMYCORPS OF ENGINEERS

APPROVED:FOR DIV. ENGINEER

PORTLAND, OREGON

U.S. ARMY ENGINEER DIVISION, N.P.

DATE BY

HYDRO ELECTRIC DESIGN BRANCH, NPD

AS CONSTRUCTED

COLUMBIA RIVER, WASHINGTON AND OREGON

5 JAN 1966

TLS

JOHN DAY LOCK AND DAM

POWERHOUSE

INV. NO. -CIVENG 45-164-66-28

OCT 15 1975

D P

CQO5

JDP-1.1-6-1D21/3

4 OCT 85

ONE LINE DIAGRAM

NOTE:

FOR GENERAL NOTES & LEGEND

CQO3

CQO6

CQO11

4 TLS

DRL

5 2 MAR 89

16 JAN 87

16 JUN 87 ADDED WIRE SIZE ON TEST BENCH, CQO11

ADDED CQO11

ADDED CQO3.1 PER W.O. 55220

MINOR REVISIONS TO CQO3

CQO3, CQO5, CQO6, & CQO11

SEE DWG. JDP-1.1-6-1A0/1.

6 CAR14 JUL 15 REVISED PER FIELD CHECK. ADDED CRO6.2 & BOOM CRANE/DRILL PRESS

1IL2

1EF1

70 30

1UC1

8KW

20 30

FAN 1 COMPR

50 50

5 1

20 70

1IL1

70 20

50 50

17 18

1AA2

50 70

50 50

50 30

T38

1RF

225A. FRAME

NON-AUTO

TIME

CLOCK

400A. FRAME

NON-AUTO

400 AMP FRAME

15KVA7KW

K V

S Q

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C Q

L I

G H

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2 3

C Q

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30KVA 45KVA 30KVA

I N

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K V

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6 6 C

Q O

DESCRIPTION BYREVISION DATE

SHEET

DATE

SUBMITTED:

AS SHOWN

CHECKED BY

DRAWN BY

HEAD, ELECTRICAL SECTION

CHIEF, ENGINEERING DIVISION

SPEC. NO.

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

PREPARED:

SCALE

DFR

U.S. ARMYCORPS OF ENGINEERS

APPROVED:FOR DIV. ENGINEER

PORTLAND, OREGON

U.S. ARMY ENGINEER DIVISION, N.P.

JDP-1.1-6-2A21/1DATE BY

HYDRO ELECTRIC DESIGN BRANCH, NPD

AS CONSTRUCTED

COLUMBIA RIVER, WASHINGTON AND OREGON

5 JAN 1966

DRL

D P

JOHN DAY LOCK AND DAM

POWERHOUSE

16 JAN 87

NOTES

1. ALL TRANSFORMERS ARE THREE PHASE 480-208Y/120

VOLTS DRY TYPE AND WALL MOUNTED NEAR THE

LIGHTING PANELBOARDS.

2. THIS DRAWING IS ISSUED FOR GENERAL INFORMATION ONLY

AND INDICATES THE DISTRIBUTION SYSTEM FOR THE

COMPLETE 20 MAIN UNIT POWERHOUSE. SEE NOTE 4.

3. THE MAJOR PORTION OF THE LIGHTING SYSTEM WILL BE

CONTRACT. THE INSTALLATION CONTRACTOR SHALL COMPLETE

THE SYSTEM AS SHOWN ON THE LIGHTING DRAWINGS AND

AS SPECIFIED.

4. A SINGLE POWER SUPPLY FOR TR171 THRU TR201 AND

A SINGLE POWER SUPPLY FOR TR172 THRU TR202

WILL TEMPORARILY BE OBTAINED FROM SU16 UNTIL

FUTURE SU BOARDS ARE ADDED. A SINGLE POWER

SUPPLY FOR HIGH BAY LIGHTS IN BAYS 17 THRU 20

WILL BE OBTAINED FROM 480 VOLT SUBSTATION SQ4

UNTIL FUTURE SU BOARDS ARE ADDED.

ASSENBLY BAY

ADDED CQO11 & CRO11

RTO

LIGHTING SYSTEM

RISER DIAGRAM

15 OCT 1975

INV. NO.-CIVENG 45-164-66-28

INSTALLED BY OTHERS IN THE POWERHOUSE STRUCTURE

2 14 JUL 15 CARADDED CRO6.2

CQO6

BAY 10

CRO10

BAY 11

INTAKE DECK

BAY 11 THRU 20

480V

68KW

PIER NOSE

BAY 11 THRU 20

INTAKE SERVICE GALLERY

BAY 11 THRU 20

INTAKE DRAINAGE GALLERY

BAY 11 THRU 20

TRO10

15KVA

CR12

TR12

15KVA

(TR32, TR52, ETC)

HIGH BAY 480V

ROOF

CKT BKR GALLERY

CONTROL CABLE GALLERY

(CR32, CR52, ETC)CR22

TR22

15KVA

(TR42, TR62, ETC)

HIGH BAY 480V

13.2KW

CKT BKR GALLERY

CONTROL CABLE GALLERY

(CR42, CR62, ETC)

SU2 (SU4, SU6, ETC)CR21

TR21

30KVA

(TR41, TR61, ETC)

(CR41, CR61, ETC)

TURBINE FLOOR

EQUIPMENT GALLERY

STORAGE GALLERY

PIPE GALLERY

FCQ2CRA5CRA7FCQ3

TRA7

9KVA

TRA5

9KVA

BAY 10BAY 14BAY 20

FISHWAY

GALLERY

FISHWAY

GALLERY

CRA3

TRA3

9KVA

BAY 8

FISHWAY

GALLERY

CRA1

TRA1

9KVA

BAY 2

FISHWAY

GALLERY

TO FCQ1

CRA6

TRA6

9KVA

BAY 17

FISHWAY

GALLERY

CRA4

TRA4

9KVA

BAY 11

FISHWAY

GALLERY

INTAKE DECK

BAY 10 THRU 20

480V

20.3KW

SU1 (SU3, SU5, ETC)CR11

TR11

30KVA

(TR31, TR51, ETC)

(CR31, CR51, ETC)

TURBINE FLOOR

EQUIPMENT GALLERY

STORAGE GALLERY

PIPE GALLERY

DRAFT TUBE GALLERY

CRA2

TRA2

9KVA

BAY 5

FISHWAY

GALLERY

TO FCQ1

CQO5

CRO9

TRO9

30KVA

VISITORS' AREA

CRO8

TRO8

45KVA

OFFICES EL. 265

CRO7

TRO7

30KVA

INTAKE DECK

ASSEMBLY BAY THRU BAY 10

PIER NOSE

INTAKE SERVICE GALLERY

STA SERV & ASSY BAY

INTAKE SERVICE GALLERY

BAY 1 THRU BAY 10

480V

7.7KW

TO CRO8.1

TO CQO6 AND

FCQ2 VIA CQO6

TO CQO2

TELEPHONE RM

INST RM

CQO3

CRO5

CABLE SPREADING RM

VENT. EQUIP. RM

GATE STORAGE PIT

GATE REPAIR PIT

TRO5

30KVA

HIGH BAY 480V

9.7KW

HIGH BAY 480V

12.9KW

FCQ1

CRA0

ASSY BAY EL 132

STA SERVICE BAY FISHWAY GALLERY

SOUTH SHORE

TRA0

15KVA

TO TRA1

TO TRA2

CRO4

TRO4

15KVA

CQO4

MAINT SHOP

TOOL RM

CRO11

TRO11

15KVA

CRO11

ASSY. BAY EL. 168.5

ELECTRIC SHOP

CRO2

BATTERY RM

CHARGER RM

STATION SERVICE &

TRO2

30KVA

ASSEMBLY BAY EL 168.5

CRO3

HALLWAY

TRANS RM

FIRST AID RM

TRO3

30KVA

LUNCH RM

CQO2

TRO1

30KVA

CRO1

INTAKE DRAINAGE GALLERY

BAY 1 THRU 10

ASSY BAY EL 130 & EL 154

AIR COMPR RM

OIL STORAGE RM

OIL PURIFICATION RM

TAILRACE DECK

ASSEMBLY BAY THRU BAY 9

480V

20.3KW

BAY 1 THRU 10

STATION SERVICE BAYMAIN UNIT BAY-ODD NO.MAIN UNIT BAY-EVEN NO.

16.5KV

45KVA

ER ROOM

MECH BREAK ROOM

CAL LAB

CRO6.2

TRO6.2

#7 HEAT PUMP

CRO6

CONTROL RM

CONFERENCE RM

ELEC EQUIPMENT RM

FAN & PRECIPITATOR RM

TRO6

30KVA

STRUCTURAL INFORMATIONAL DRAWINGS

INFORMATIONAL DRAWINGS

JDP-1-4-4_28

JDP-1-4-4_60-61

S-306

ElectricalInformationDrawings

JDP-1.1-6-1D21_2

JDP-1.1-6-1D21_3

JDP-1.1-6-2A21_1

A1-INFORMATIONAL

Detail_15-16

JDP-9-3-9_1B

JDD-1-4-2_59

File details come from the government source that posted it. Updated Aug 5, 2020.