Plans_16R0006.pdf
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- JOHN DAY DAM DRILLED WATERSTOP REPAIR
- Solicitation number
- W9127N-16-R-0006
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O
IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
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B E
R of Engineers
US Army Corps
P L
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54321
D
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SHEET OF
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BORDER VERSION UPDATE [08-2013]
G-001SHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:15:51 PM
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G-002
SYMBOL
IDENTIFICATION
DETAIL
SYMBOL
IDENTIFICATION
SECTION
DETAIL5
A SECTION
S-003
S-002
S-022
DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW: 1.
SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW: 2.
MATERIAL PATTERNS SHALL BE AS SHOWN BELOW: 3.
7. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(LEGEND NOTES 5 AND 6)
TYPE DESIGNATOR (0 THRU 9)AREA FEATURE
SEQUENCE NUMBER (00 THRU 99)DISCIPLINE
GENERAL FEATURESDENOTES -
6. AREA FEATURE DESIGNATOR FOR ALL SHEET IDENTIFICATION SHALL BE AS SHOWN BELOW:
ELECTRICALDENOTESE
MECHANICALDENOTESM
STRUCTURALDENOTESS
CIVILDENOTESC
GENERALDENOTESG
5. DISCIPLINE DESIGNATOR FOR ALL SHEET IDENTIFICATION SHALL BE AS SHOWN BELOW:
UNDEFINED (PLACE HOLDERS)DENOTES XXX
8. USER DEFINABLE CODE FOR ALL SHEET FILE NAMES SHALL BE AS SHOWN BELOW:
= FLAT WASHERF.W.
= FEETFT.
= FLAT HEADF.H.
= FAR FACEF.F
= FLOOR DRAINF.D.
= FLAT BARF.B.
= EXISTINGEXIST.
= EXAMINATIONEXAM.
= EACH WAYE.W.
= EQUALLY SPACEDEQ. SP.
= ELEVATIONELEV
= EACH LAYERE.L.
= EXPANSION JOINTE.J.
= EACH FACEEF
= EACHEA.
= DOWELSDWL'S
= DRAWINGDWG
= DOWNSTREAMD/S
= DIAMETERDIA.
= DRILL AND GROUTD&G
= DETAILDET.
= COUNTERSINKCSK
= CORNER SUPPORT PIECECSP
= CORROSION RESISTING STEELCRES
= COMPLETE PENETRATIONCP
= CORRUGATED METAL PIPEC.M.P.
= CONTRACTION JOINTCONT. JT.
= CONNECTIONCONN
= CONCRETECONC.
= CLEARCLR
= CENTERLINEC/L
= CONSTRUCTION JOINTC.J.
= CENTER TO CENTERC TO C
= CHANNELC
= BACK TO BACKB TO B
= BEARINGBRG
= BUILDINGBLDG.
= BOTTOM LAYERB.L.
= BOTTOM FACEB.F.
= BOLT CENTERSB.C.
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ANCHOR BOLTA.B.
= ANCHORANCH.
THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME.
= POUNDS PER LINEAR FOOTPLF
= PLATEPL
= PERFORATEDPERF.
= POUNDS PER CUBIC FOOTPCF
= OUT TO OUTO TO O
= OUTSIDEOS
= OPPOSITEOPP
= OUTSIDE LAYERO.L.
= OUTSIDE FACEOF
= OUTSIDE DIAMETERO.D.
= ON CENTERO.C.
= OVER ALL LENGTHO.A.L.
= NOT TO SCALENTS
= NATIONAL PIPE THREADNPT
= NOMINAL PIPE SIZENPS
= NOMINALNOM
= NUMBERNO.
= NEAR FACENF
= NO CHAMFERN.C.
= NATURALNAT.
= MARKMK
= MECHANICALMECH.
= MACHINE BOLTM.B.
= MINIMUMMIN.
= MAXIMUMMAX.
= LOW POINTL.P.
= LONGITUDINALLONG.
= LENGTHLTH
= LONGLG.
= LINEAR FEETLF.
= ANGLEL
= KIPS PER SQUARE INCHKSI
= JOINTJT.
= INSIDEIS
= INFORMATIONINFO
= INSIDE LAYERI.L.
= INSIDE FACEIF
= INVERT ELEVATIONI.E.
= INSIDE DIAMETERID
= HORIZONTALHOR.
= HOLLOW METALH.M.
= HEAVY DUTYH.D.
= GALVANIZEDGALV.
= GAUGEGA.
= WELDED WIRE FABRICWWF
= WALL CONSTRUCTION JOINTWCJ
= WATERSTOPW.S.
= WORK POINTW.P.
= WELD PLATEWP
= VERTICALVERT.
= VERTICAL BARRIER SCREENVBS
= UPSTREAMU/S
= UNLESS NOTED OTHERWISEUNO
= TYPICALTYP.
= TUBULAR STEELT.S.
= TOP OF WALLTOW
= TOP OF SLABTOS
= TOP OF FOOTINGTOF
= TOP OF CONCRETETOC
= TOP OFT.O.
= TOP LAYERT.L.
= TROWELED JOINTT.J.
= TOP FACET.F.
= TO BE DETERMINEDT.B.D.
= TOP AND BOTTOMT & B
= SYMMETRICALSYM
= STEEL TROWELED CONCRETESTC
= STATIONSTA.
= STAINLESS STEELS.S.
= SQUARE FOOTS.F.
= STEELSTL.
= STIRRUPSTIR.
= STANDARDSTD
= STAGGER SPLICESTAG. SPL.
= SIMILARSIM
= SHEETSHT
= SCHEDULESCH
= ROUGH OPENINGR.O.
= REQUIREDREQ'D
= REINFORCEMENTREINF.
= REFERENCEREF
= ROUND HEADR.H.
= RADIUSRAD.
= POLYVINYL CHLORIDEPVC
= POINTPT.
= POUNDS PER SQUARE INCHPSI
= POUNDS PER SQUARE FOOTPSF
LEGEND:
THE GOVERNMENT
CONSTRUCTION. ALL CHANGES AND VARIANCES SHALL BE DOCUMENTED FOR REVIEW AND APPROVAL BY
FIELD VERIFY ALL DIMENSIONS, DISTANCES, AND ANGLES PRIOR TO BEGINNING FABRICATION AND
4.)THE CONTRACT DRAWINGS SHOW THE BASIC SHAPE OF THE POWERHOUSE. THE CONTRACTOR SHALL
3.) ESTIMATED STRENGTH OF REINFORCING IS Fy = 33 KSI.
2.) ESTIMATED STRENGTH OF CONCRETE IS F'C = 6000 PSI.
1.) SEE SHEET G-001 FOR DRAWING INDEX.
GENERAL NOTES:
DENOTES STEEL
DENOTES GROUT
DENOTES CONCRETE
APPEARS
WHICH DETAIL
SHEET NUMBER ON
WAS TAKEN
WHERE DETAIL
SHEET NUMBER
APPEARS
WHICH SECTION
SHEET NUMBER ON
WAS TAKEN
WHERE SECTION
SHEET NUMBER
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL
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JDD1.106_G-002XXX.DGN
S-027
PROJECT CODE FILE EXTENSION
PROJECT FEATURE CODE USER DEFINABLE CODE (LEGEND NOTE 8)
SEQUENCE NUMBER (LEGEND NOTES 4,5 AND 6)SERIES CODE
TYPE DESIGNATOR (LEGEND NOTES 4,5 AND 6)SEPARATOR SYMBOL
AREA FEATURE CODE (LEGEND NOTES 4,5 AND 6)
DISCIPLINE CODE (LEGEND NOTES 4,5 AND 6)
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IDENTIFICATION
SHEET
D A
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A P
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D R
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IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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54321
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:18:40 PM
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CONCRETE MONOLITHS
POWERHOUSE
RESTRICTED TO
ALL WORK TO BE
EXIT
JOHN DAY DAM L
ANE
JOHN
DAY
DAM
ROAD
W
S
H I
N G T
O N
S T
A
E
W
Y
INTERSTATE
DISTRICT BOUNDARY MAP
LOCAL VICINITY MAP
PROJECT SITE MAP
SCALE: NONE
PROJECT PHOTO LOOKING EASTERLY
CONTRACTOR STAGING AREA
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NOTES:
CONTRACTOR STAGING AREA TO BE COORDINATED WITH PROJECT
DURING PRE-CONSTRUCTION MEETING.
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SHEET
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US Army Corps
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SHEET OF
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D E
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:19:20 PM
D R
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C H
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K E
D B
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+0
RUFUS
COLUM
BI
A
RI
VER
FL
OW
NAVIGATION LOCK
JOHN DAY DAM
POWERHOUSE
U.P.R .R.
B.
N.
R.
R.
(S .P S
KLIC
KIT
AT C
O.
SHERMAN C
O.
STATE BOUNDARY
W A S H I N G T O N
O R E G O N
OREGON
WASHINGTON
LONGVIEW
VANCOUVER
ASTORIA
PORTLAND
SALEM
P A C I F I C
O C E A N
INTERSTATE
INTERSTATE
INTERSTATE
W I L
L A
M E
T T
E
REV
I
R
HOOD RIVER
THE DALLES
COLUMBIA RIVER
L O
C K A
N D D
A M
J O
H N D
A Y
L O
C K A
N D D
A M
T H
E D
A L
L E
S
L O
C K A
N D D
A M
B O
N N
E V
IL
L E
MILES
0 10 20 30 40 50
CHAMBER
DIFFUSION
EL. 111.50
EL. 109.00
EL. 69.00
S T
O P
L O
G S
L O
T
EL. 201.50
EL. 125.78
SCALE: N.T.S.
GENERAL DAM SECTION SHOWING REPAIR AREAS
EL. 168.50
EL. 150.00
EL. 146.00
EL. 281.00
DENOTES CONCRETE
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DRILLED MONOLITH JOINT REPAIR AREA REF
S-302 AND S-303
UP TO 18 REQUIRED REPAIR LOCATIONS.
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IDENTIFICATION
SHEET
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US Army Corps
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SHEET OF
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D E
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BORDER VERSION UPDATE [08-2013]
S-201SHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:21:39 PM
D R
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C H
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K E
D B
BAY 8
BAY 1BAY 2BAY 3BAY 4BAY 5BAY 6BAY 7
BAY 9BAY 10BAY 11BAY 12BAY 13BAY 14BAY 15
BAY 16BAY 17BAY 18BAY 19BAY 20
SCALE: 1" = 30'-0"
POWERHOUSE MONOLITH JOINT 15/16
ROADWAY
EL. 281.00
CRANE RAIL
CRANE RAILS
GANTRY
SLOTS
INTAKE GATE
CRANE RAILS
TRASH RAKE
STEEL RAILS
PLAN-POWERHOUSE JOINTS FOR DRILLED REPAIR
POWERHOUSE MONOLITH JOINT 20/CNO (CENTRAL NON-OVERFLOW)
SERVICE
STATION
W A
S H
IN
G T
O N
O R
E G
O N
SCALE: 1"= 30'
30' 0 30'
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S-302
:1
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STATE BOUNDARY
SLOT
INTAKE BULKHEAD
S-304
A S
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W D H
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P L
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A L L P
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- DENOTES APPROXIMATE LOCATION OF NEW WATERSTOPS
TYP.
JOINT: STATION SERVICE/1
POWERHOUSE MONOLITH
S-303 FOR MORE INFORMATION.
NEW WATERSTOP, TYP. SEE SHEET
EXISTING WATERSTOPS (3 PLACES).
APPROXIMATE LOCATION OF
EXISTING WATERSTOPS (3 PLACES).
APPROXIMATE LOCATION OF
SEE NOTE 1 FOR JOINTS 2/3 AND 5/6.
CLEANING OF DRILLED HOLES.
PROTECT ELECTRICAL AND POWERHOUSE EQUIPMENT DURING HIGH-PRESSURE WASHING AND 9.
AS SHOWN ON S-304.
AFTER INSTALLATION OF THE REMEDIAL WATERSTOPS, CAP THE DRILLED HOLE WITH A COVER PLATE 8.
WATERSTOP PROPERTIES.
DO NOT NEED TO BE INSTALLED ABOVE ELEVATION 278'. REFERENCE SPECIFICATION FOR REMEDIAL
THAT EXTEND FROM BOTTOM OF THE DRILLED HOLE UP TO ELEVATION 278'. REMEDIAL WATERSTOPS
AFTER THE HOLE HAS BEEN DRILLED, CLEANED, AND INSPECTED, INSTALL REMEDIAL WATERSTOPS 7.
PRIOR TO CLEANING ACTIVITIES, INSTALL PROTECTIVE PIPE SLEEVE FOR COLLAR AS SHOWN ON S-304.6.
FULL OF WATER DURING VIDEO INSPECTION AND DRILLING ACTIVITIES.
FOR REVIEW AND APPROVAL. THE CONTRACTOR SHOULD EXPECT THAT THIS DRILLED HOLE WILL BE
THAT THE HOLE STRADDLES THE JOINT. SUBMIT A VIDEO OF THE DRILLED HOLE TO THE GOVERNMENT
THE DRILLED HOLE WILL BE CHECKED WITH A DOWN-HOLE CAMERA TO SHOW TO THE GOVERNMENT 5.
REINSTALLED AFTER THIS FEATURE OF WORK IS COMPLETED.
TO LOCATE THE DRILL RIG TO ACCOMMODATE DRILLING ACTIVITIES. THE BARRIER MUST BE
WITH GOVERNMENT APPROVAL, THE CONTRACTOR MAY REMOVE THE UPSTREAM VEHICLE BARRIER 4.
OPERATIONS.
REFERENCE SPECIFICATION FOR WORK DAY AND TIME RESTRICTIONS ASSOCIATED WITH DRILLING 3.
QUARTZITE COMPOSITION, 30,000 PSI.
DURING DRILLING, THE CONTRACTOR SHOULD ANTICIPATE ENCOUNTERING 6-9"� AGGREGATE OF
MONOLITHS. REFERENCE SPECIFICATION FOR DRILLING PROCESS INSPECTION REQUIREMENTS.
MONITOR THE DRILLED HOLE, PERIODICALLY, TO ENSURE THAT THE DRILLED HOLE STRADDLES THE
BELOW THE CONCRETE MONOLITH; APPROXIMATE ELEVATIONS SHOWN ON S-303. DURING DRILLING, THE DRILLED HOLE IS APPROXIMATELY 6” DIAMETER AND EXTENDS AT LEAST 10' INTO THE ROCK 2.
ADDITONAL REQUIREMENTS.
CONTINUATION OF DRILLING OPERATIONS. REFERENCE SPECIFICATIONS 03 15 13.23 25 FOR
MUST BE COMPLETED, INSPECTED, AND ACCEPTED BY THE GOVERNMENT PRIOR TO THE
SHOWN ON THIS PLAN (UP TO 18 JOINTS TO RECEIVE REPAIRS). WATERSTOPS AT JOINTS 2/3 AND 5/6
NOTES ON THIS SHEET APPLY TO ALL MONOLITH JOINT WATERSTOP REPAIRS AT THE LOCATIONS 1.
NOTES:
- DENOTES APPROXIMATE LOCATION OF EXISTING WATERSTOPS
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SHEET
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P R
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US Army Corps
P L
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54321
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BORDER VERSION UPDATE [08-2013]
S-302SHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:23:44 PM
D R
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C H
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K E
D B
" = 1'-0"4
1SCALE:
DETAIL
SERVICE GALLERY
10'-0"
FINGERLING BYPASS
GALLERY
BREAKER
CIRCUIT
GALLERY
PIPE
CABLE &
CONTROL
GALLERY
PIPE
CABLE &
CONTROL
FISH COLLECTION CHANNEL
DIFFUSION CHAMBER
FISHWAY CONTROL GALLERY
1" = 20'-0"SCALE:
DRILLING PROFILE
APPROX. EL. 104.24
STRAINER GALLERY
AWS CONDUIT
5'-8" APPROX
SCALE: 1"= 20'
20' 0 20'
12"0 5'
"= 1'-0"4
1SCALE:
EL. 185.00
EL. 146.00
EL. 150.00
EL. 168.50
EL. 111.50
"8 777'-5
EL. 278.00
DENOTES CONCRETE
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P S O
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S-303
:1
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10'-0"
S-304
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HOLE
� OF
ALL DIMENSIONS ON THIS SHEET ARE APPROXIMATE.
INSTALLATION.
REMEDIAL WATERSTOP
6"� DRILLED HOLE FOR
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IO
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IDENTIFICATION
SHEET
D A
T E
A P
P R
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A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
D
C
B
A
SHEET OF
/3 /2
BORDER VERSION UPDATE [08-2013]
S-303SHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:24:41 PM
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SCALE: 12"= 1'-0"
0 1" 2" 3"
SCALE: 1"= 10'
10' 0 10'
DENOTES CONCRETE
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
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IN
E E
R S
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O R
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S-304
:1
/0
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L
EXISTING CONC.
1GALV. P 10 X 10 X
S-303
S-302
SCALE: 3" = 1'-0"
DETAIL
A
2'-0"
10"
6"
7/8" � GROUT HOLE, TYP
HOLE CUT OUT FOR 6" id PIPE SLEEVE
10" X 10" X 3/8" STEEL PLATE WITH
8" � DRILLED COLLAR HOLE
A
8" � DRILLED COLLAR HOLE
6" � DRILLED HOLE
ADHESIVE OR APPROVED EQUAL.
SEAL BOTTOM USING 3M 5200
P H
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IT
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MONOLITH JOINT �
MONOLITH JOINT �
LIFT JOINT, WHICHEVER IS GREATER.
THE ROADWAY DECK OR 4" BEYOND SURFACE DECK
COLLAR SLEEVE TO EXTEND AT LEAST 24" BELOW 1.
NOTES:
3/16
LONG, GALVANIZED
PIPE 5 STD. (5.56" OD), 6"
" = 1'-0"3SCALE:
CAP DETAIL
SCALE: 3" = 1'-0"
COLLAR SLEEVE SECTION
THIS SHEET, FOR DETAILS.
8"� COLLAR HOLE. SEE SECTION A,
PATCHER OR APPROVED EQUAL. SEE NOTE 1.
GROUT IN PLACE. USE QUICKRETE VINYL CONCRETE
PIPE 6 STD. (6.07" ID) STEEL PIPE SLEEVE, GALVANIZED.
1/8"
3/16"
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IT
A T
IO
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N E
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D E
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IP
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N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/3 /2
BORDER VERSION UPDATE [08-2013]
S-304SHEET NAME:g2ecdshk BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/3/2015 4:26:15 PM
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D B
| JDP1.114_G-001-G-001-000 |
| JDP1.114_G-002-Sheet Name-000 |
| JDP1.114_G-103-Sheet Name-000 |
| JDP1.114_S-201-S-201-000 |
| JDP1.114_S-302-S-302-000 |
| JDP1.114_S-303-S-303-000 |
| JDP1.114_S-304-S-304-000 |
File details come from the government source that posted it. Updated .