A.07.23_W9127N-16-B-0001_PLANS.pdf
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- Bonneville Bradford Fish Ladder Erosion Repair
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- W9127N-17-B-0001
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W9127N-17-B-0001 Bradford Island Ladder Erosion Repair Plans
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| File | Type | Posted |
|---|---|---|
| A.07.23_specs_Amend_0002.pdf | ||
| W9127N-17-B-0001-0001.pdf | ||
| A.07.23_W9127N-16-B-0001_SPECS.pdf |
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SF401
THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME
GENERAL NOTES:
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
A N
S I
D
G E
C D J
N S
J E
R E
M Y S
A P
P T P .E
G-003 0 0
:1
A N
D L
E G
E N
D
D R
A W
IN
G I
N D
E X
G E
N E
R A
L N
O T
E S
J E
R E
M Y P
B R
IT
T O
N P .E
B D
F .1
G -0
X X
X .d g n
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
B N
B -B
R A
N C
H B
R A
D F
O R
D E
R O
S
IO
N R
E P
A
IR
W
N -1
-B -0
/0
/2
G
E
C D
S T S
DISCIPLINE (SEE NOTE 7)
AREA FEATURE (SEE NOTES 8 THRU 11)
SHEET TYPE (SEE NOTE 6)
SEQUENCE NUMBER (00 THRU 99)
USE "X" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
FILE EXTENSION
UNDERSCORE SYMBOL, "_"
(ASSIGNED BY CADD MANAGEMENT)
SERIES CODE
(F = FISH PASSAGE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE DAM)
PROJECT CODE
BDF1.101_G-102XXX.DGN
SYMBOL
IDENTIFICATION
SECTION
SYMBOL
IDENTIFICATION
DETAIL
XX
X-4XX
X-4XX
XX
DETAIL
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(SEE LEGEND NOTE 6)
TYPE DESIGNATOR (0 THRU 9)AREA FEATURE
SEQUENCE NUMBER (00 THRU 99)DISCIPLINE
LEGEND:
= WELDED WIRE FABRIC WWF
= WALL CONSTRUCTION JOINTWCJ
= WATERSTOPW.S.
= WORK POINTW.P.
= WELD PLATEWP
= WATERLINEWL
= WITHW/
= VERTICALVERT.
=VERTICAL CURVEVC
= VERTICAL BARRIER SCREENVBS
= VERTICALV
= UPSTREAMU/S
= UNLESS NOTED OTHERWISEU.N.O.
= 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.
= SQUARESQ
=SHOULDERSHLDR
= SQUARE FOOTS.F.
= STEELSTL.
= STIRRUPSTIR.
= STANDARDSTD
= STAGGER SPLICESTAG. SPL.
= SIMILARSIM
= SHEETSHT
= SCHEDULESCH
=RIGHTRT
= ROUGH OPENINGR.O.
= REQUIREDREQ'D
= REINFORCEMENTREINF.
= REFERENCEREF
= ROUND HEADR.H.
= RADIUSRAD.
=POINT OF VERTICAL INTERSECTIONPVI
= POLYVINYL CHLORIDEPVC
= POLYTETRAFLOURIDETHYLENE (TEFLON)PTFE
= POINTPT.
=POINT OF TANGENCY (CIVIL SHEETS)PT
=POST SORT POOL DRAINPSPD
= POUNDS PER SQUARE INCHPSI
= POUNDS PER SQUARE FOOTPSF
= PREVIOUSLY FABRICATEDPRE-FAB
= POUNDS PER LINEAR FOOTPLF
= PLATEPL
= PERFORATEDPERF.
= POUNDS PER CUBIC FOOTPCF
=POINT OF CURVATUREPC
= OUT TO OUTO TO O
= OUTSIDE STEM AND YOKE (VALVES)OSAY
= 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.
= MECHANICALLY STABLILIZED EARTHMSE
= MARKMK
= MECHANICALMECH.
= MACHINE BOLTM.B.
= MINIMUMMIN.
= MAXIMUMMAX.
= LOW POINTL.P.
= LONGITUDINALLONG.
= LENGTHLTH
= LEFTLT
= LONGLG.
= LINEAR FEETLF.
= ANGLEL
= KIPS PER SQUARE INCHKSI
= JOINTJT.
=JUVENILE FISH RETURNJFR
= INDEPENDENT WIRE ROPE COREIWRC
= ISOLATION JOINTISO JT
= INSIDEIS
= INFORMATIONINFO
= INCH, INCHESIN.
= INSIDE LAYERI.L.
= INSIDE FACEIF
= INVERT ELEVATIONI.E.
= INSIDE DIAMETERID
= HORIZONTALHOR.
= HOLLOW METALH.M.
= HEAVY DUTYH.D.
= HORIZONTALH
= GATE VALVEGV
= GALVANIZEDGALV.
= GRANULAR ACTIVATED CARBONGAC
= GAUGEGA.
= FACILITY WATER SUPPLYFWS
= FLAT WASHERF.W.
= FOOT, FEETFT.
= FLANGEFLG
= FLAT HEADF.H.
= FINISH GRADEFG
= FAR FACEF.F.
= FLOOR DRAINF.D.
= FLAT BARF.B.
= EXISTINGEXIST.
= EACH WAYE.W.
= EXAMINATIONEXAM.
= EACH WAYE.W.
= EQUALLY SPACEDEQ.SP.
= EXPANSION JOINTE.J.
= ELEVATIONELEV
= EACH LAYERE.L.
= EACH FACEEF
= EACHEA.
= DOWELSDWL'S
= DRAWINGDWG
= DOWNSTREAMD/S
= DUCTILE IRON PIPEDIP
= DUCTILE IRONDI
= DIAMETERDIA.
= DRILL & GROUTD&G
= DETAILDET.
= COPPERCU
= COUNTERSINKCSK
= CORNER SUPPORT PIECECSP
= CORROSION RESISTING STEELCRES
= COMPLETE PENETRATIONCP
= CORRUGATED METAL PIPEC.M.P.
= CONTRACTION JOINTCONT. JT.
= CONTINUOUSCONT
= CONNECTIONCONN
= CONCRETECONC.
= CLEARCLR
= CHLORINECL2
= CENTERLINEC/L
= COMPLETE JOINT PENETRATIONCJP
= CONSTRUCTION JOINTC.J.
= CAST IRONCI
= CUBIC FEETCF
= CONTRACTION JOINT/EXPANSION JOINTC/E JT
= CENTER TO CENTERC TO C
= CHANNELC
= BACK TO BACKB TO B
= BEARINGBRG
= BUILDINGBLDG.
= BOTTOM LAYERB.L.
= BACK GOUGEBG
= BOTTOM FACEB.F.
= BANK CUBIC YARDSB.C.Y.
= BOLT CENTERSB.C.
= ATTRACTION WATER SUPPLYAWS
= AIR RELEASE VALVEARV
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ASPHALT CONCRETEAC
= ANCHOR BOLTA.B.
= ANCHORANCH.
ADVANCE OF CRANE OPERATIONS AND REQUEST REMOVAL OF WIRES.
PERSONNEL WILL REMOVE AND THEN REPLACE THE WIRES UPON REQUEST. NOTIFY THE CONTRACTING OFFICER 7 DAYS IN
10.) LOW TENSION WIRES HANG OVER THE SITE AND WILL INTERFERE WITH ANY CRANE OPERATION. GOVERNMENT PROJECT
AND/OR RADIO MARINE BAND #14.
9.) FOR THE WATER SURFACE ELEVATIONS CONTACT THE BONNEVILLE CONTROL ROOM AT (541) 374-8338
POWERHOUSE 1 ON THE OREGON SHORE, 50 FEET UPSTREAM OF TANNER CREEK AT RIVER MILE 144.5.
8.) THE OFFICIAL PROJECT TAILWATER ELEVATION GAUGE IS LOCATED 0.9 MILES DOWNSTREAM OF BONNEVILLE DAM'S
7.) FOR QUESTIONS REGARDING DATUMS AND CONTROLS CONTACT CLIFF BONDURANT AT (503) 808-4361.
f?p=493:1:0::NO:::6.) USACE CONTROL DATABASE AVAILABLE AT HTTPS://RSGISAS.CRREL.USACE.ARMY.MIL/APEX/
5.) MSL MINUS 8.9 FEET EQUALS CRD.
4.) MSL PLUS 3.4 FEET EQUALS NAVD88.
STAFF GAUGES TYPICALLY USE COLUMBIA RIVER DATUM (CRD).
3.) RECORD DRAWINGS FOR THE PROJECT USE ELEVATION DATUM NGVD29, A.K.A. MEAN SEA LEVEL (MSL).
2.) ELEVATION DATUM FOR CONTRACT DRAWINGS IS NAVD88.
NORTH FIPS 3601 FEET INTL.
1.) HORIZONTAL COORDINATE SYSTEM FOR CONTRACT DRAWINGS IS NAD 1983 HARN STATE PLANE OREGON
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION*
*APPEARS
WHICH SECTION
SHEET NUMBER ON
*WAS TAKEN
WHERE SECTION
SHEET NUMBER
APPEARS
WHICH DETAIL
SHEET NUMBER ON
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL*
*WAS TAKEN
WHERE DETAIL
SHEET NUMBER
X-4XX
X-4XX
XX SECTION
XX
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BORDER VERSION UPDATE [08-2013]
G-002SHEET NAME:G2ECDJT9 BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/12/2016 1:10:14 PM
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0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30
Station
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Station
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SCALE: 1:10C-103
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SCALE: 1:10C-103
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EXISTING GRADE
FINISHED GRADE OF RIP-RAP (TYP)
SEDIMENT EXCAVATION AT
BOTTOM OF SLOPE (TYP)
15'
DEMOLITION
GROUTED
RIP-RAP AT TOP
OF SLOPE (TYP)
15'
RIP-RAP TOE
BERM (TYP)
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FINISHED GRADE OF RIP-RAP (TYP)
SEDIMENT EXCAVATION AT
BOTTOM OF SLOPE (TYP)
15'
DEMOLITION
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OF SLOPE (TYP)
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P T, P .E
/1
0/
G 2E
C D
JN
S
G 2E
C D
ST
S
W
N
-1 7-
B -0
JE
R
E M
Y P
. B R
IT
TO
N , P
.E
1:
A N
S I D
B D
F1 .1
_C
-3
X
XX
.d w g
PORTLAND DISTRICT
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N A
M E:
D R
A W
N B
Y:
C
H E
C K
ED
B
Y:
D E
S
IG
N E
D B
Y:
D
ES
C R
IP
TI
O N
M A
R K
D
AT
E:
S
IZ
E:
S U
B M
IT
TE
D B
Y:
P
LO
T S
C
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E A
P P
R
D R
A W
IN
G
N U
M
BE
R
US Army Corps of Engineers ®
P
LO
T D
AT
E:
54321
D
C
B
A
/1
0/
SECTION
SCALE: 1:10C-103
L
SECTION
SCALE: 1:10C-103
M
EXISTING GRADE
FINISHED GRADE OF RIP-RAP (TYP)
SEDIMENT EXCAVATION AT
BOTTOM OF SLOPE (TYP)
15'
DEMOLITION
GROUTED
RIP-RAP AT TOP
OF SLOPE (TYP)
15'
-35
-30
-25
-20
-15
-10
-5
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60
E
LE
V A
TI
O
N (N
A V
D
Station
-35
-30
-25
-20
-15
-10
-5
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60
E
LE
V A
TI
O
N (N
A V
D
G 2E
C D
JT
Fi le
L as t S av ed B y:
C-305
B O
N N
E V
IL
LE
L O
C K
A N
D D
A M
B N
B
-B R
A N
C H
B R
A D
FO
R
D E
R O
S
IO
N R
E P
A
IR
S E
C
TI
O N
S N
O
JE
R
E M
Y S
. A P
P T, P .E
/1
0/
G 2E
C D
JN
S
G 2E
C D
ST
S
W
N
-1 7-
B -0
JE
R
E M
Y P
. B R
IT
TO
N , P
.E
1:
A N
S I D
B D
F1 .1
_C
-3
X
XX
.d w g
PORTLAND DISTRICT
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N A
M E:
D R
A W
N B
Y:
C
H E
C K
ED
B
Y:
D E
S
IG
N E
D B
Y:
D
ES
C R
IP
TI
O N
M A
R K
D
AT
E:
S
IZ
E:
S U
B M
IT
TE
D B
Y:
P
LO
T S
C
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E A
P P
R
D R
A W
IN
G
N U
M
BE
R
US Army Corps of Engineers ®
P
LO
T D
AT
E:
54321
D
C
B
A
/1
0/
SECTION
SCALE: 1:10C-103
N
SECTION
SCALE: 1:10C-103
O
EXISTING GRADE
FINISHED GRADE OF RIP-RAP (TYP)
SEDIMENT EXCAVATION AT
BOTTOM OF SLOPE (TYP)
15'
DEMOLITION
GROUTED
RIP-RAP AT TOP
OF SLOPE (TYP)
15'
-35
-30
-25
-20
-15
-10
-5
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60
E
LE
V A
TI
O
N (N
A V
D
Station
-35
-30
-25
-20
-15
-10
-5
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60
E
LE
V A
TI
O
N (N
A V
D
G 2E
C D
JT
Fi le
L as t S av ed B y:
C-306
B O
N N
E V
IL
LE
L O
C K
A N
D D
A M
B N
B
-B R
A N
C H
B R
A D
FO
R
D E
R O
S
IO
N R
E P
A
IR
S E
C
TI
O N
S P
Q
JE
R
E M
Y S
. A P
P T, P .E
/1
0/
G 2E
C D
JN
S
G 2E
C D
ST
S
W
N
-1 7-
B -0
JE
R
E M
Y P
. B R
IT
TO
N , P
.E
1:
A N
S I D
B D
F1 .1
_C
-3
X
XX
.d w g
PORTLAND DISTRICT
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N A
M E:
D R
A W
N B
Y:
C
H E
C K
ED
B
Y:
D E
S
IG
N E
D B
Y:
D
ES
C R
IP
TI
O N
M A
R K
D
AT
E:
S
IZ
E:
S U
B M
IT
TE
D B
Y:
P
LO
T S
C
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E A
P P
R
D R
A W
IN
G
N U
M
BE
R
US Army Corps of Engineers ®
P
LO
T D
AT
E:
54321
D
C
B
A
/1
0/
SECTION
SCALE: 1:10C-103
P
SECTION
SCALE: 1:10C-103
Q
EXISTING GRADE
FINISHED GRADE OF RIP-RAP (TYP)
SEDIMENT EXCAVATION AT
BOTTOM OF SLOPE (TYP)
15'
DEMOLITION
GROUTED
RIP-RAP AT TOP
OF SLOPE (TYP)
15'
| G-001 |
| G-002 |
| G-003 |
| G-004 |
| G-005 |
| C-001 |
| C-101 |
| C-102 |
| C-103 |
| C-301 |
| C-302 |
| C-303 |
| C-304 |
| C-305 |
| C-306 |
File details come from the government source that posted it. Updated .