A.01.13_HCR_OSPS_ADVERTISE_DRAWINGS.pdf
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DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
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C K
D B
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D E
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IG
N E
D B
Y
D A
T E
F
IL
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U M
B E
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S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 10:27:39 AM
SHEET OF
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
0 0
H L P .1
G -0
X X
X .d g n
B R
IA
N P
B E
L L P .E
A N
S I F
/2
/2
G E
C D J R
L
A L
A N M S
T O
K K
E P .E
G E
C D J
M D
D R
A W
IN
G I
N D
E X
G-001
:1
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IL
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N S
Y S
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M P
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H O
U S
E
H
IL
L S C
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E K D
A M A
N D R
S V
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NOTES:
TO BE PRINTED IN COLOR.
3.) ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED
2.) FIO DENOTES "FOR INFORMATION ONLY"
FIO DRAWING IS FOR REFERENCE ONLYDENOTES5
FOLLOWING CONTRACT DRAWINGS
FIO DRAWING WAS REFERENCED BY THEDENOTES4
OF THIS CONTRACT
FOLLOWING DRAWINGS AT THE COMPLETION
FIO DRAWING WILL BE SUPERCEDED BY THEDENOTES3
THIS CONTRACT BY THE CONTRACTOR
DRAWING SHALL BE UPDATED AT THE COMPLETION OFDENOTES2
OF THIS CONTRACT
FIO DRAWING IS OBSOLETE AT THE COMPLETIONDENOTES1
1.) SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:
W
N
R
A D
V E
R T
IS
E
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
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F
IL
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U M
B E
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S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
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IP
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N M
A R
K D
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E A
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R of Engineers
US Army Corps
/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 10:25:02 AM
SHEET OF
G-110
GENERAL NOTES:
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
SYMBOL
IDENTIFICATION
SECTION
SECTION
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
APPEARS
WHICH DETAIL
SHEET NUMBER ON
SYMBOL
IDENTIFICATION
DETAIL
DETAIL
LEGEND:
MECHANICAL GENERAL NOTES:
= 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.
= BOLT CENTERSB.C.
= ATTRACTION WATER SUPPLYAWS
= AIR RELEASE VALVEARV
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ASPHALT CONCRETEAC
= ANCHOR BOLTA.B.
= ANCHORANCH.
THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME
UNDERSCORE SYMBOL, "_"
(ASSIGNED BY CADD MANAGEMENT)
SERIES CODE
(P = POWERHOUSE)
MAJOR PROJECT FEATURE
(HL = HILLS CREEK)
PROJECT CODE
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION*
*APPEARS
WHICH SECTION
SHEET NUMBER ON
*WAS TAKEN
WHERE SECTION
SHEET NUMBER
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL*
*WAS TAKEN
WHERE DETAIL
SHEET NUMBER
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
HLP1.101_G-102XXX.DGN
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
B R
IA
N P
B E
L L P .E
A N
S I F
H L P .1
G -0
X X
X .d g n
G E
C D J R
L
A L
A N M S
T O
K K
E P .E
G E
C D J
M
A
N D L
E G
E N
D
G E
N E
R A
L N
O T
E S
A B
B R
E V
IA
T
IO
N S
G-002 0 0
:1
O
IL
S
P
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L P
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N S
Y S
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M P
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H O
U S
L S C
R E
E K D
A M A
N D R
S V
R /2
/2
DISCIPLINE
AREA FEATURE (SEE NOTES 6 )
SHEET TYPE DESIGNATOR
SEQUENCE NUMBER (00 THRU 99)
USE "X" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
FILE EXTENSION
EXISTING SUMPDENOTESG
DEMODENOTESD
GENERAL FEATURESDENOTES-
6. AREA FEATURE DESIGNATOR FOR ALL SHEETS SHALL BE AS SHOWN BELOW:
W
N
R
X-1XX
X-1XX
X-1XX
X-1XX
X
X
X
X
SUPPLIED.
ADJUSTMENTS MAY BE REQUIRED DEPENDING ON EQUIPMENT
7. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT.
ANGULAR, UNLESS OTHERWISE SHOWN.
6. DIMENSIONAL TOLERANCES SHALL BE ±1/32" LINEAR AND 0.5°
APPROVED ANTI-GALLING COMPOUND.
OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN
5. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8
4. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES.
REQUIREMENTS OF AWS D1.1.
3. WELDING OF STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE
2. BREAK ALL CORNERS AND EDGES.
1. MECHANICAL NOTES APPLY TO ALL MECHANICAL SHEETS.
DATUM AND NAVD88 IS: NAVD88 = PROJECT DATUM + 3.82 FEET.
5. PROJECT ELEVATION DATUM IS NGVD 29-47. THE CONVERSION BETWEEN PROJECT
4. SEE SHEET E-001 FOR ELECTRICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
3. SEE SHEET G-003 FOR OVERALL PROJECT SITE BOUNDARY AND VICINITY MAP.
2. SEE THIS SHEET FOR MECHANICAL GENERAL NOTES.
1. SEE THIS SHEET G-001 FOR DRAWING INDEX.
A D
V E
R T
HILLS CREEK DAM
PROJECT LOCATION
LOCAL VICINITY MAP
DISTRICT MAP
T O E
U G E N E
ACCESS
DAM CREST
OAKRIDGE
SITE ACCESS PLAN
PROJECT PHOTO
WORK AREA
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
S I F
H L P .1
G -0
X X
X .d g n
G-003
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
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H O
U
IA
N P
B E
L L P .E
G E
C D J R
L
A L
A N M S
T O
K K
E P .E
G E
C D J
M D
A N
D V
IC
IN
IT
Y M
A P
P R
O J E
C T B
O U
N D
A R
Y S
IT
E :1
H
IL
L S C
R E
E K D
A M A
N D R
S V
R /2
/2
W
N
R
A D
V E
R T
IS
E
HILLS CREEK PROJECT SITE MAP
N. T. S.
01 MILE 1 MILE
SCALE: 1"= 1 MILE
PROJECT SITE MAP
LOCATION
PROJECT
MILES
0 5 10 15 20 25
M
ID
D
LE
FK
W
ILLA
M E
TTE
R
GROVE
COTTAGE
JUNCTION CITY
SPRINGFIELD
EUGENE
OAKRIDGE
m i
APPROX. 115 MILES
TO PORTLAND, OR
FROM EUGENE, OR
BLUE RIVER
S O
U T H F
K
M C
K E
N Z
IE
R
MCKENZIE R.
W
IL
L A
M E
T T
E R
ROW R.
W
IL
L A
M E
T T
E
C O
A S
T F
K
FALL CK.
LOOKOUT POINT DAM
DAM
DEXTER
DORENA DAM
GROVE DAM
COTTAGE DORENA
99W 99E
DAM
FALL CREEK
COUGAR DAM
DAM
HILLS CREEK
LAKE
COUGAR
TO OAKRIDGE
COUNTY ROAD NO. 360
SPILLWAY
STRUCTURE
INTAKE
TOP OF DAM
PENSTOCK
PROJECT
LOCATION
POWER HOUSE
TOE OF SLOPE
EMBANKMENT
T A
IL
R
A C E
A N
D D
IV
ER
SI
O N C
H A N
N
EL
RIVER
WILLAMETTE
TO THE
STAGING AREA
PARKING AND
DRAWING PLOT SIZE: $BORDER$
D
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D B
Y
P L
O T S
C A
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P L
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A T
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
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D E
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N M
A R
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A T
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P P
R of Engineers
US Army Corps
D A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
C
A
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D A
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F
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S U
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D B
Y
P L
O T S
C A
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P L
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/5 /2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 4/5/2019 5:04:59 PM
SHEET OF
4" AC WEARING COURSE
"D" "D" "D"
18" MIN
C O
M P
A C
T E
D C
L A
S
84" MAX
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 D
IS
T R
IC
/2
/2
A N
S I F
G E
C D J
N S
B-501
:1
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A M A
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H L P .1
B -5
X X
X .d
FINISH GRADE
X
C A
V A
T
IO
N A
N D T
R E
N C
H D
E T
A
IL
S
MANUFACTURER'S SPECIFICATION
DEADMAN ANCHOR PER
NOTES:
SEE NOTE 2
TANK BACKFILL
COMPACTED APPROVED
SEE NOTE 2
TANK BACKFILL
COMPACTED APPROVED
10' DIAMETER OWS TANK
EXISTING SUBGRADE
EXISTING SUBGRADE
OIL/WATER SEPARATOR DETAIL TRENCH BACKFILL, BEDDING, AND PIPE ZONE DETAIL
SEE NOTE 1
NEEDED FOR STABILITY
SLOPE OR SHORE AS
EXCAVATION LINE
SEE DETAIL 6/C-501
FINISHED SURFACE
INSTALLATION INSTRUCTIONS.
INSTALLATION INSTRUCTRUCTIONS. PLACE TANK AND BACKFILL IN ACCORDANCE WITH METHODS DESCRIBED IN THE MANUFACTURERS
2. BACKFILL WITH APPROVED MATERIAL AS DESCRIBED IN SPECIFICATIONS SECTION 31 23 00 AND TANK MANUFACTURER
SPECIFICATIONS SECTION 31 23 00.
1. CONTRACTOR TO PROVIDE SHORING AND SHEETING PLAN AS NEEDED PER
DIAMETER, "D"
INNER PIPE
G E
C D J P
B
N A
T A
L
IE
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H R
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W
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P P
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NTS NTS
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D W
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C K
D B
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D B
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D A
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D B
Y
P L
O T S
C A
L E
P L
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A T
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C O
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R A
C T N
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IDENTIFICATION
SHEET
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US Army Corps
/5 /2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 4/5/2019 4:20:34 PM
SHEET OF
EXISTING CONDITIONSNEW OWS TANK
4'-0" 6'-6"
4'-0"
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
P .1
C -1
X X
X .d g n
/2
/2
180 170 160 150 140 130 120 110 100 90 80 70 0
MANHOLE
EXISTING UPSTREAM
IE 1242.31
PROFILE
A N
S I F
G E
C D J
N S
:1
O
IL
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
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H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R
C-103
PIPE @ .3% SLOPE
10"� PVC
MAX TAILRACE ELEVATION
AVG. TAILRACE ELEVATION
PIPE @ 0.5% SLOPE
10"� PVC
PIPE 0.3% SLOPE
EXISTING 12"� D.I.
NOZZLE (OUTLET)
10" FLGD PLATE GUSSET
NOZZLE (INLET)
10" FLDG PLATE GUSSET
SCREEN INSERT
FOR DETAILS
SEE ELECTRICAL SHEETS
EXISTING ELECTRIC DUCT BANK
PER MANUFACTURER
DEADMAN ANCHORS
@ 1% SLOPE
33 LF 12"� CMP
EXISTING
APRON
EXISTING RIPRAP
26 LF 12" CMP
EXISTING
STRENGTH MATERIAL
EXISTING CONTROLLED LOW
IE 1244.48
60...
TO BE REMOVED
EXISTING MANHOLE
GRADE - EL 1249.0
EXISTING FINISHED
FINISHED GRADE
FINISH GRADE
N E
W O
W S P
R O
F
IL
E
NOTES:
INLET
OUTLET
OWS TANK
OWS TANK
MINUS4
3COMPACTED
A
C-103
(4) VENT/ OIL GAUGE
w/ BLANK COVER
29" OVAL FLGD MANWAY
w/ BLANK COVER
30" FLGD. MANWAY
CONCRETE UTILITY VAULT
4'-0"x6'-6" OPEN BOTTOM
COUPLING ADAPTER
12"� D.I. TO PVC
OWS TANK - PLAN VIEW
OWS TANK - ELEVATION
INTERFACE/GAUGE
4" FULL NPT FTG. - OIL
SPARE/GAUGE
4" FULL NPT FTG -
OILDRAW w/ PIPE
4" FULL NPT FTG -
4" FULL NPT FTG - VENT
10" PVC PIPE10" PVC PIPE
w/ BLANK COVER
29" OVAL FLGD MANWAY
PER MANUFACTURER (TYP)
DEADMAN ANCHORS
SEPARATOR TANK
10'� OIL/WATER
NEW 10'� OIL/WATER SEPARATOR
4" ANNULAR SPACE
4" FRP ANNULAR SPACE FTG
RIM EL: 1249.07
w/ ALUMINUM, SPRING ASSIST COVER
CONCRETE UTILITY VAULT
4'-0"x6'-6" OPEN BOTTOM
EXTENSION 2" BELOW FINISHED GRADE
ADD EXTENSIONS AS NEEDED. CUT
w/ BLANK COVER
30" FLGD MANWAY
1247.0
RIM ELEVATION
TO 8" REDUCER
8" VENT w/ 10"
TO 8" REDUCER
8" VENT w/ 10"
10" PVC TEE FITTING
10" PVC TEE FITTING
TANK SUMP
42" WATERTIGHT LID
SEE DETAIL 2/C-501
OVER 8" OUTLET VENT
10" VENTED MANHOLE
SEE DETAIL 1/C-501
RIM EL: 1249.07
48" MANHOLE
SEE DETAIL 2/C-501
OVER 8" VENTED INLET
10" VENTED MANHOLE
SEE DETAIL 3/C-501
CONCRETE UTILITY VAULT
4'-0" x 6'-6" OPEN BOTTOM
SEE DETAIL 5/C-501
CENTER AT STA 131+00
8'x10' PRE-CAST CONCRETE VAULT
G E
C D J P
B
T E
S S
A D S
C H
A F F
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J E
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M Y S
A P
P T P .E
RIM EL: 1249.07
48" MANHOLE COVER
SEE DETAIL 4/C-501
RIM EL: 1249.07
10" VENT GRATE AND FRAME
SEE DETAIL 4/C-501
RIM EL: 1249.07
10" VENT GRATE AND FRAME
W
N
R
SOLID BUILDUP IN THE PIPE.
ECCENTRIC REDUCER TO PREVENT
FLAT SHOULD BE DOWN ON THIS
12"Ø TO 10"Ø PVC ECCENTRIC REDUCER.
A D
V E
R T
IS
E
OF THIS INFORMATION. THE CONTRACTOR IS TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
RECORDS AND OR FIELD SURVEYS. THE GOVERNMENT DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS
3. THE LOCATIONS, ELEVATIONS, AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE
THE CONVERSION BETWEEN PROJECT DATUM AND NAVD88 IS: NAVD88 = PROJECT DATUM + 3.82 FEET
2. ALL ELEVATIONS SHOWN ON THIS SHEET ARE IN THE PROJECT DATUM. THE PROJECT DATUM IS NGVD 29-47.
MAXIMUM TAILRACE ELEVATIONS. ACTUAL GROUNDWATER LEVEL MAY BE HIGHER OR LOWER.
1. GROUNDWATER LEVEL EXPECTED TO FLUCTUATE WITH TAILRACE ELEVATION. LEVELS SHOWN REPRESENT 10-YEAR AVERAGE AND
200 190
12"0 5' 10'
12" 0 1' 2' 3' 4'
12" 0 1' 2' 3' 4'
12" 0 1' 2' 3' 4'
A OWS TANK - SECTION
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SHEET OF
"8
9"
7"
6"
4"
4'-6"
"2 14'-2
4'-0"
"2 14'-1
1"
6"
1'-0"
3'-0"
7'-4"
6'-6"
4" AC WEARING COURSE
4'-10"
4'-0"
7'-4"
6'-6"
4'-0"
10'-8"
12" MIN.
(TYP)
" MIN.2
8'-8"
12" MIN.
(TYP)
3" MIN.
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(41 TOTAL)
" � HOLE4
OVERSIZED RECESSED PADLOCK HASP
w/ STANDARD HARDWARE &
ALUMINUM, SPRING ASSIST COVER
4'-0" x 6'-6" OPEN BOTTOM PARKWAY TPD
PLAN VIEW
TOP VIEW
FINISH GRADE
w/ FLUSH FRAME
12" TOP SECTION
TOP VIEW
DOORS w/ LOCKING LATCH
SPRING ASSISTED GALVANIZED STEEL PLATE
CONTRACTOR TO USE THIS MODEL OR APPROVED EQUIVALENT.
DETAIL SHOWN REFLECTS MODEL R-6099 FROM NEEHAH FOUNDRY.
CONTRACTOR TO USE THIS MODEL OR APPROVED EQUIVALENT.
DETAIL SHOWN REFLECTS MODEL A-2130 FROM ALHAMBRA FOUNDRY.
OR APPROVED EQUIVALENT.
FROM J&R CONCRETE PRODUCTS INC. CONTRACTOR TO USE THIS MODEL
DETAIL SHOWN REFLECTS MODEL 4'-0"x6'-6" OPEN BOTTOM UTILITY VAULT
CONTRACTOR TO USE THIS MODEL OR APPROVED EQUIVALENT.
DETAIL SHOWN REFLECTS MODEL 810-LA FROM OLDCASTLE PRECAST.
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S V
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EXISTING 12" CMP
NEW 10" PVC PIPE
ELECTRICAL CONDUIT
VAULT
36" LOWER SECTION
WEARING COURSE
ASPHALT CONCRETE
FINISH GRADE
BASE COURSE
ASPHALT CONCRETE
C U
T L
IN
E
C U
T L
IN
E
& FRAME
MANHOLE COVER
#4 BAR OR HOOP#4 BAR OR HOOP
(MIN. 12" THCKN.)
PORTLAND CEMENT CONCRETE
BACKFILL w/ EARLY STRENGTH
SPECIFICATION SECTION 31 23 00.
NOTE: PREPARE EXISTING BASEROCK PER
PREPARED EXISTING BASEROCK
BOLTDOWN TRAFFIC COVER
CAST IN CONCRETE w/ 3pc. STEEL
STEEL GALVANIZED FRAME
EXTENSION CAPS
VALVE HANDLE
*DISTANCE VARIES WITH 10" VENTED MANHOLE
C-110
SCALE: NTS
PAVEMENT DETAIL
C-103
SCALE: NTS
MANHOLE FRAME ADJUSTMENT
C-103
SCALE: NTS
48" MANHOLE COVER
C-103
SCALE: NTS
4'-0" x 6'-6" OPEN BOTTOM UTILITY VAULT
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C-103
SCALE: NTS
10" VENT GRATE AND FRAME
W
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M-601
"= 1'-0"4
3SCALE:
8'-0" x 10'-0" UTILITY VAULT
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12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
H
IL
L S C
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A M A
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S V
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UNWATERING SIDE
EXISTING CEILING EL: 1222.00'
EXISTING SUMP FLOOR EL: 1202.00'
DRAINAGE SIDE
ACCESS LADDER
EXISTING LOWER
EXISTING FLOOR EL: 1224.00'
ACCESS HATCH
NEW UNWATERING SIDE
ACCESS HATCH
NEW UNWATERING SIDE
ACCESS LADDER
NEW UNWATERING SIDE
NEW CONCRETE SEPARATION WALL
DRAINAGE SIDE
EXISTING SUMP PIT EL: 1200.50'
IS
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"= 1'-0"2
1SCALE:
SUMP ISOMETRIC - LOOKING EAST
"= 1'-0"2
1SCALE:
SUMP ISOMETRIC - LOOKING SOUTH
GUARDRAIL
NEW REMOVABLE
GUARDRAIL
NEW REMOVABLE
DRAINAGE PIT
NEW 4' X 2' X 2' DEEP
S.S. GRATING AT EL: 1202.00'
NEW DRAINAGE PIT
S.S GRATING AT EL:1202.00'
NEW UNWATERING PIT
DRAINAGE PIT
NEW 4' X 2' X 2' DEEP
S.S. GRATING AT EL: 1202.00'
NEW DRAINAGE PIT
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SG002
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S V
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12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
C H
R
IS
M
A N
L E
Y
"= 1'-0"2
1SCALE:
SUMP ISOMETRIC - LOOKING NORTH
EXISTING CEILING EL: 1222.00'
ACCESS LADDER
EXISTING LOWER
ACCESS LADDER
NEW UNWATERING SIDE
ACCESS HATCH
NEW UNWATERING SIDE
EXISTING FLOOR EL: 1224.00'
NEW CONCRETE SEPARATION WALL
EXISTING PIT EL: 1200.50'
G E
C D
M R
S U
M P S
E P
A R
A T
IO
N W
A L L
G E
C X J L
M
"= 1'-0"2
1SCALE:
SUMP ISOMETRIC - LOOKING WEST
GUARDRAIL
NEW REMOVABLE
UNWATERING SIDE
EXISTING FLOOR EL: 1224.00'
S.S GRATING AT EL:1202.00'
NEW DRAINAGE PIT
EXISTING PIT EL: 1200.50'
DRAINAGE PIT
NEW 4' X 2' X 2' DEEP
S.S. GRATING AT EL: 1202.00'
NEW UNWATERING PIT
S.S GRATING AT EL:1202.00'
NEW UNWATERING PIT
UNWATERING SIDE
DRAINAGE SIDE
ACCESS LADDER
NEW UNWATERING SIDE
ACCESS HATCH
NEW UNWATERING SIDE
GUARDRAIL
NEW REMOVABLE
T T
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SHEET OF
FIELD VERIFY DIMENSIONS OF THE EXISTING UNWATERING SUMP PRIOR TO FABRICATION WORK.28.
LU-1 OR APPROVED EQUAL.
PROVIDE STEEL LADDER SAFETY POST FOR THE NEW ACCESS LADDER. THE STEEL LADDER SAFETY POST IS TO BE BILCO 27.
CENTERED ABOVE THE NEW ACCESS HATCH.
PROVIDE TWO PERMANENT D-RING ANCHORS, RATED AT A MINIMUM OF 5,000 LBS. THESE ARE TO BE INSTALLED 26.
COMPRESSION STRENGTH OF THE BAR, WHICH IS DEFINED AS 150% OF THE SPECIFIED YIELD STRENGTH.
ALL MECHANICAL REINFORCING STEEL CONNECTIONS AND SPLICES MUST DEVELOP THE FULL TENSION AND 25.
REINFORCEMENT OR EMBEDDED REINFORCEMENT.
ALL LAP SPLICES ARE TO BE CLASS "B" SPLICES. PROVIDE A MINIMUM OF 25" LAP LENGTH WHEN SPLICING 24.
MANUFACTURER'S RECOMMENDATIONS.
THE NEW ACCESS HATCH MUST BE NEENAH FOUNDRY ITEM R-1883-G4 OR APPROVED EQUAL. INSTALL PER 23.
SUBMIT A RFI TO RESOLVE THE DISCREPANCY.
REINFORCEMENT CONFLICTS WITH THE PROPOSED LOCATION OF THE NEW REINFORCEMENT, THE CONTRACTOR SHALL
SEPARATION WALL BY AVOIDING EXISTING REINFORCEMENT BARS. IF THE LOCATION OF THE EXISTING
03 30 53.00 PRIOR TO THE COMMENCEMENT OF WORK. THE INTENT OF THE SCAN IS TO VERIFY THE LOCATION OF THE
PERFORM A REBAR LOCATION SCAN IN THE UNWATERING SUMP AREA IN ACCORDANCE WITH SPECIFICATION SECTION 22.
AVOID EXISTING REINFORCEMENT BARS WHEN INSTALLING ALL NEW EMBEDDED REINFORCEMENT BARS.21.
CONCRETE COVER SHALL BE 3" MINIMUM FOR ALL REINFORCEMENT. 20.
DIMENSIONAL TOLERANCES SHALL BE ±1/32" PER 5 FEET LINEAR AND 0.5° ANGULAR, UNLESS OTHERWISE SHOWN. 19.
BE LIMITED TO 2' - 6" WIDE.
PLACE WITH A REMOVABLE FASTENER AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. PANEL WIDTHS MUST
GRATING MUST MEET MINIMUM STANDARDS OF NAAMM PUBLICATION 531. THE SS GRATING SHALL BE FASTENED IN
THE STAINLESS STEEL (SS) GRATING TO BE INSTALLED SHALL HAVE A MINIMUM LIVE LOAD RATING OF 125 PSF. THE 18.
THE MAXIMUM EXPECTED OPERATING WATER LEVEL IS NEAR THE UPPER SURFACE AT ELEVATION 1221.50'. 17.
SURFACES WHEN COMPLETELY INSTALLED. SEE SPECIFICATIONS FOR COMMISSIONING INFORMATION.
IT IS THE INTENT THAT THIS CONCRETE SEPARATION WALL WILL BE WATERTIGHT ON THE FLOOR AND BOTH WALL 16.
SPECIFICATIONS FOR FIELD VULCANIZING REQUIREMENTS.
SPECIFICATIONS. ALL SPLICES AND CORNERS SHOULD BE MADE BY THE MANUFACTURER OR BE FIELD VULCANIZED. SEE
OF THE CONCRETE WALL WHERE IT IS IN CONTACT WITH THE EXISTING CONCRETE. INSTALL PER MANUFACTURERS
THE THERMOPLASTIC ELASTOMERIC WATERSTOP SEAL DETAIL SHALL BE CONTINUOUS AROUND THE ENTIRE PERIMETER 15.
REINFORCING BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTER OF BARS. 14.
BAR REINFORCEMENT SHALL BE GRADE 60 DEFORMED STEEL BARS CONFORMING TO ASTM A 615-15.13.
AN AMPLITUDE OF 1/4" BEFORE PLACING CONCRETE.
ALL EXISTING CONCRETE SURFACES TO WHERE NEW CONCRETE WILL BE POURED AGAINST, MUST BE ROUGHENED TO 12.
CONCRETE.
PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH STANDARDS OF ACI 318-14 CODE FOR STRUCTURAL 11.
ADDITIONAL INFORMATION.
AIR ENTRAINMENT IN THE RANGE OF 5 TO 7 PERCENT. MAXIMUM SLUMP SHALL BE 4 INCHES. SEE SPECIFICATIONS FOR
THE REQUIREMENTS OF OPTION 'A'. THE CONCRETE SHALL BE MADE WITH AGGREGATE USING 3/4 NOMINAL SIZE WITH
CONCRETE USED TO CONSTRUCT THE WALL SHALL MEET ASTM C 94 STANDARDS FOR READY MIXED CONCRETE USING
ALL CONCRETE FOR THE SEPARATION WALL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI. 10.
INSTALL THE CONCRETE ANCHORS IN ACCORDANCE WITH STANDARD RECOMMENDATIONS OF THE MANUFACTURER. 9.
SIZES AS SHOWN ON THE DRAWINGS OR APPROVED EQUALS.
UNLESS NOTED OTHERWISE, CONCRETE ANCHORS SHALL BE HILTI KB-TZ 316 SS HILTI ANCHORS IN THE DIAMETERS AND 8.
SALIENT CHARACTERISTICS APPLIED AS RECOMMENDED BY THE MANUFACTURERS WRITTEN RECOMMENDATIONS.
MARINERS CHOICE ANTI-SEIZE OR SAF-T-EZE MARINE GRADE ANTI-SEIZE OR OTHER APPROVED EQUAL WITH SIMILAR
THE S.S. FASTENERS SHALL BE INSTALLED USING A MARINE GRADE ANTI-SEIZING COMPOUND SUCH AS BOSTICK 7.
D. LOCK WASHERS - FABRICATE FROM TYPES 304 OR 316 S.S. MATERIALS.
C. PLAIN WASHERS - FABRICATE FROM TYPES 304 OR 316 S.S. MATERIALS.
B. NUTS-ASTM A594, GROUP 1, COLD WORKED S.S.
A. BOLTS-ASTM A593, GROUP 1, COLD WORKED S.S.
STRUCTURAL BOLTS (S.B.) SHALL BE MADE OF MATERIALS, CLASS, AND STYLE AS FOLLOWS :6.
USE AN APPROVED VENTILATION SYSTEM FOR ALL WORK PERFORMED INSIDE THE UNWATERING SUMP. 5.
NOTED IN THE SPECIFICATIONS. FIELD WELDING SHALL BE DONE ONLY AS SHOWN ON THE DRAWINGS.
WELDING OF THE CARBON STEEL SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWS D1.1 WELDING CODE AND AS 4.
INCHES INSTALLED USING A TWO RAIL SYSTEM SIMILAR TO EXISTING HANDRAIL.
OF SAME STEEL MATERIAL, ASTM A53 GR. B, FY= 35 KSI. HANDRAIL SYSTEM SHALL HAVE HEIGHT OF 39 INCHES TO 45
THE HANDRAIL SYSTEM SHALL BE OF WELDED CONSTRUCTION USING APPROPRIATELY SIZED ELBOWS AND TEES MADE 3.
RAILING SHALL BE SCHEDULE 80.
THE POSTS AND HORIZONTAL PIPE RAILS SHALL MEET STANDARDS OF ASTM A53, GRADE B. THE 1.5 INCH POSTS AND 2.
MINIMUM FY = 30 KSI. SEE SPEC SECTION 05 50 14.00 FOR ALL REQUIREMENTS.
MEET THE REQUIREMENTS FOR TYPE 304 STAINLESS STEEL MEETING THE STANDARDS OF ASTM A276 OR A240 WITH A
THE ANGLES, BEAMS, CHANNELS, BARS AND PLATES USED IN THE SUMP AREA MUST BE STAINLESS STEEL AND MUST 1.
GENERAL NOTES PERTAINING TO THE SEPARATION WALL AND IMPROVED ACCESS DRAWINGS:
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SHEET OF
102'-6"
5'-4"
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L A
N
G E
C X J L
M
WORK AREA
EXISTING GENERATOR UNIT NO. 1 EXISTING GENERATOR UNIT NO. 2
EXISTING STAIRS @ ELEV: 1243.63'
EXISTING STAIRS
12"0 5' 10'
"= 1'-0"16
3SCALE:
C O
N S
T R
U C
T
IO
N J
O
IN
T
D O
W N
HANDRAIL
EL: 1250.00'
HANDRAIL
GRATING
TAILRACE DECK EL: 1250.00'
D O
W N
ROTOR RECESS
4'-0" X 4'-0"
UPSTREAM SIDE
DOWNSTREAM SIDE
FLOOR ELEV: 1250.00'
FLOOR ELEV: 1235.00'
C O
N C
R E
T E S
E P
A R
A T
IO
N W
A
E
C D
M R
"= 1'-0"16
3SCALE:
STRUCTURAL WORK AREA PLAN
POWERHOUSE EL. 1250.00'
M A
T T
H E
W H
A N
S O
N P .E
W
N
R
30" X 30" AT EL. 1224.00'
EXISTING SUMP ACCESS HATCH
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 12:55:55 PM
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 D
IS
T R
IC
S I F
/2
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G E
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M
SD001
:1
O
IL
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
SD002
A
"= 1'-0"2
SCALE:
SECTION VIEW
EL. 1224.00'
EL. 1222.00'
EL. 1200.50'
EL. 1202.00'
EL. 1200.00'
H L P .1
S
D .d g n
N.T.S.
SUMP AREA ISOMETRIC VIEW
ACCESS IMPROVEMENTS
UNWATERING SIDE SUMP
C H
R
IS
T O
P H
E R M
A N
L
Y
1. BOLD LINES INDICATE REMOVAL AREA.
NOTES:
D E
M O
L
IT
IO
N V
IE
S-001 FOR LOCATION
DRAINAGE PIT SEE SHEET
NEW 4' X 2' X 2' DEEP
S-001 FOR LOCATION
DRAINAGE PIT SEE SHEET
NEW 4' X 2' X 2' DEEP
G E
C D
M R
SEE SD002 FOR LOCATION
FLOOR AT EXISTING PIPE PENETRATION
ENLARGED ACCESS OPENING THROUGH
M A
T T
H E
W H
A N
S O
N P .E
W
N
R
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
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D E
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 1:02:30 PM
SHEET OF
AREA TO SAWCUT
ACCESS WALL
SUMP PUMP AREA
11"
2' - 4"
SQUARE
2'-0" x 2'-0"
2'-4""
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
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IS
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S I F
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SD002
:1
O
IL
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
C H
R
IS
T O
P H
E R M
A N
L E
Y
H L P .1
S
D .d
M O
L
IT
IO
N P
L A
N A
N D D
E T
A
IL
S
SD001
A
UNWATERING SIDE SUMP ACCESS IMPROVEMENTS
EXISTING PENETRATION
SCALE: 1 1/2" = 1'-0"
DETAIL
"= 1'-0"2
SCALE:
AT ELEVATION 1232.00'
PLAN VIEW OF SUMP AREA
G E
C D
M R
EXISTING CONTROL JOINT
EL: 1224.00
SUMP AREA WALL
A
SCALE: 1 1/2" = 1'-0"
SECTION
SYSTEM. TYP
NEW REMOVABLE GUARDRAIL
MOUNTING BRACKETS FOR
EL. 1224.00'
EXISTING FLOOR
EL. 1222.00'
EXISTING CEILING
PENETRATION
EXISTING
28" X 28" SEE SECTION A
NEW SAW CUT EXTENTS
ACCESS HATCH
NEW SUMP AREA
A
M A
T T
H E
W H
A N
S O
N P .E
N
R
TO GOVERNMENT PRIOR TO ANY DEMOLITION.
LOCATION OF EXISTING REBAR. SUBMIT RESULTS
SCAN ALL AREAS TO BE SAW CUT TO DETERMINE 4.
CUT SURFACES PRIOR TO GROUT PLACEMENT.
APPLY COMPATIBLE CONCRETE BONDING AGENT TO ALL SAW 3.
WATER JETTING TO A 1/4" AMPLITUDE.
POURED AGAINST BY ABRASIVE BLASTING OR HIGH PRESSURE
ROUGHEN SAW CUT SURFACES WHERE NEW GROUT WILL BE 2.
OBJECTS.
SURFACE AND CLEAN TO REMOVE ANY FOREIGN
REMOVE ANY CONTAMINANTS FROM SAW CUT1.
NOTES:
REF
R E F
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 1:18:44 PM
SHEET OF
8'-0"
6"2'-0"
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 D
IS
T R
IC
P .1
S -0
.d g n0 /2
/2
A N
S I F
S-001
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R C
H R
IS
M
A N
L E
Y
E
L E
V
.0
G E
C X J L
M
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
STAINLESS STEEL GRATING NOT SHOWN FOR CLARITY
NEW 14" CONCRETE SEPARATION WALL
FLOOR EL: 1200.50'
UNWATERING SUMP PIT
FLOOR EL: 1202.00'
DRAINAGE SUMP PUMP
SIDE SUMP AREA
8'-0"X13'-6" UNWATERING
OUTLINE OF EXISTING
"= 1'-0"2
1SCALE: 1
AT ELEVATION 1202.00'
PLAN VIEW OF SUMP AREA
P L
A N V
IE
W O
F S
U M
P
G E
C D
M R
FLOOR EL: 1202.00'
UNWATERING SUMP PIT
CONCRETE SEPARATION WALL
OUTLINE OF NEW
NOT SHOWN FOR CLARITY
WATERSTOP AND REBAR
CLARITY
NOT SHOWN FOR
SIDE PIT GRATING
NEW DRAINAGE
M A
T T
H E
W H
A N
S O
N P .E
W
N
R
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
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IO
N M
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E A
P P
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/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 1:16:56 PM
SHEET OF
4'-0"
2'-0"
2'-3"
8"
C L E
A R
"8
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 D
IS
T R
IC
P .1
S -0
.d g n0 /2
/2
A N
S I F
S-002
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R C
H R
IS
M
A N
L E
Y
G E
C X J L
M
E L E
V A
T
IO
N V
IE
W O
F S
U M
P
EXISTING FLOOR EL: 1224.00'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
AT ELEVATION 1202.00'
SITS ON TOP OF SUMP FLOOR
NEW CONCRETE SEPARATION WALL
EXISTING CEILING EL: 1222.00'
EL: 1202.00'
SUMP PIT FLOOR
SHOWN FOR CLARITY
GRATING NOT
STAINLESS STEEL
PIT ELEVATION 1200.50'
UNWATERING SIDE
PIT ELEVATION 1200.00'
DRAINAGE SIDE
"= 1'-0"4
3SCALE:
ELEVATION VIEW OF SUMP - LOOKING UPSTREAM
L O
O K
IN
G U
P S
T R
E A
M
G E
C D
M R
M A
T T
H E
W H
A N
S O
N P .E
W
N
R
THROUGH SEPARATION WALL
FOR PENETRATIONS
DIAMETER WITH MECHANICAL
COORDINATE FINAL
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
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/2
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 12:41:34 PM
SHEET OF
6" TYP
8'-0"
3" CLR, TYP
6"
2'-0"
C L
R T
Y P
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 D
IS
T R
IC
P .1
S -0
.d g n0 /2
/2
A N
S I F
S-003
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R C
H R
IS
M
A N
L E
Y
G E
C X J L
M
SCALE: 1 1/2"= 1'-0"
TOP VIEW OF SUMP PIT SEPARATION WALL
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
S E
P A
R A
T
IO
N W
A L L R
E
IN
F O
R C
M E
N T
P L
A N V
IE
W O
F
O .C T
Y P
NEW 4' X 2' X 2' DEEP DRAINAGE PIT
FLOOR EL: 1200.50'
UNWATERING SUMP PIT
FLOOR EL: 1202.00'
UNWATERING SUMP
FLOOR EL: 1202.00'
DRAINAGE SUMP
FLOOR EL: 1200.00'
DRAINAGE PIT
8' X 13'-6" SUMP AREA
OUTLINE OF EXISTING
G E
C D
M
T T
H E
W H
A N
S O
N P .E
W
N
R
REINFORCEMENT DETAILS
WALL,SEE S-004 & S-006 FOR
NEW CONCRETE SEPARATION
SHOWN FOR CLARITY
WATER STOP NOT
#4 BARS SPACED AS SHOWN
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
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N M
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US Army Corps
/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 12:43:23 PM
SHEET OF
C L
R T
Y P
S
P A
C E
S
S
P A
C E
S
" TYP2
" CLR TYP2
" CLR TYP2
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 D
IS
T R
IC
P .1
S -0
.d g n0 /2
/2
A N
S I F
S-004
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R C
H R
IS
M
A N
L E
Y
G E
C X J L
M
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
EL: 1202.00'
SUMP PIT FLOOR EL: 1210.27'
EL: 1224.00'
EXISTING FLOOR
EL: 1222.00'
EXISTING CEILING
NOTE: STIRRUPS NOT SHOWN FOR CLARITY. NOTE: STIRRUPS NOT SHOWN FOR CLARITY.
#4 @ 4" O.C.
APPROVED EQUAL
WATERSTOP OR
JP325T RETROFIT
UNWATERING SIDE UNWATERING SIDE
E L E
V A
T
IO
N V
IE
W O
F
S E
P A
R A
T
IO
N W
A L L R
E
IN
F O
R C
M E
N T
DRAINAGE SIDE DRAINAGE SIDE
APPROVED EQUAL
WATERSTOP OR
JP325T RETROFIT
SCALE: 1 1/2"= 1'-0"
SIDE VIEW FROM EL: 1202.00' TO 1210.44'
SCALE: 1 1/2"= 1'-0"
SIDE VIEW FROM EL: 1210.27' TO 1224.00'
OUTLINE OF NEW SEPARATION WALL
WALL
SEPARATION
OF NEW
OUTLINE
EL: 1221.50'
TOP OF WALL
G E
C D
M R
EL: 1210.27'
M A
T T
H E
W H
A N
S O
N P
N
R
#4 @ 6" O.C. TYP
AT 84 LOCATIONS
AT 12" ON CENTER. TYPICAL
APPROVED EQUAL, #4 BARS
WITH HILTI-HT 200 EPOXY OR
#4 REBAR EMBEDED MIN OF 6"
A D
V E
R T
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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US Army Corps
/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 12:44:20 PM
SHEET OF
7"7"
1'-2"
6" MAX, TYP
M A
X T
Y P T
A P
C O
N A
N C
H O
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 D
IS
T R
IC
P .1
S -0
.d g n0 /2
/2
A N
S I F
S-005
S
P
IL
L P
R E
V E
N T
IO
N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R C
H R
IS
M
A N
L E
Y
G E
C X J L
M
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
DETAIL 2
SCALE: 3"= 1'-0"
DETAIL 1
SCALE: 1"= 1'-0"
WATERSTOP PLAN VIEW
SCALE: 1"= 1'-0"
WATERSTOP ELEVATION VIEW
SCALE: 3/4"= 1'-0"
WATERSTOP SIDE VIEW
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 3/4"= 1'-0"
WATERSTOP ISOMETRIC VIEW
UNWATERING SIDE
S E
P A
R A
T
IO
N W
A L L
W A
T E
R S
T O
P D
E T
A
IL
S
DRAINAGE SIDE
ON JP636 WATERSTOP
CENTERED
IN SEPARATION WALL
CONSTRUCTION JOINT
SCALE: 3"=1'-0"
WATERSTOP FOR CONSTRUCTION JOINT
ELEVATION VIEW OF APPROVED
SCALE: NTS
FOR WATERSTOP OPTION ISO
APPROVED CONSTRUCTION JOINT
SEPARATING WALL
NEW CONCRETE
VULCANIZE REQUIREMENTS
SPECIFICATIONS FOR FIELD
INTO ONE CONTINUOUS PIECE SEE
OR FIELD VULCANIZE ALL CORNERS
PROVIDE MANUFACTURED CORNERS
WATERSTOP
A CONTINUOUS
SECTION TO ACHIEVE
MANUFACTURED TEE
PROVIDE
G E
C D
M R
O F W
A T
E R
S T
O P
C E
N T
E R L
IN
E
JOINT DETAIL AT ALL CONSTRUCTION JOINTS
3. IF THE WALL IS NOT POURED MONOLITHICALLY, PROVIDE APPROVED WATERSTOP
ONE CONTINUOUS PIECE
2. PROVIDE MANUFACTURED CORNERS OR FIELD VULCANIZE ALL CORNERS INTO
ANY SPLICES IF REQUIRED
1. WATERSTOP IS TO BE CONTINUOUS ALONG IT'S LENGTH. FIELD VULCANIZE
NOTES:
M A
T T
H E
W H
A N
S O
N P
N
R
OR APPROVED EQUAL
WATERSTOP
JP325T
OR APPROVED EQUAL
JP325T WATERSTOP
APPROVED EQUAL
WATERSTOP OR
JP325 RETROFIT
APPROVED EQUAL
JP636 WATERSTOP OR
APPROVED EQUAL
JP636 WATERSTOP OR APPROVED EQUAL
WATERSTOP OR
JP325 RETROFIT
BOTH SIDES
@ 6" O.C. TYP
ANCHOR 1-1/4"X1/4" �
APPROVED EQUAL
TAPCON CONCRETE OR
@ 6" O.C. TYP
ANCHOR 1-1/4"X1/4" �
APPROVED EQUAL
TAPCON CONCRETE OR
APPROVED EQUAL
JP325T WATERSTOP OR
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SHEET OF
TYP BOTH FACES
#4 HOOP"2
11'-4�
S
P A
C E
S
O .C
C L
R T
Y P
C L
R T
Y P
4'-0"
3" CLR TYP
C L
R T
Y P
3" CLR TYP
3" CLR TYP
8'-0"
TYP BOTH FACES
#4 HOOP"2
11'-2�
TYP
BOTH
FACES
�7" #4
HOOP
8"
2'-3"
2'-0"
S
P A
C E
S
1'-2"
"2
"2
"2
(1 T
Y P S
T
IR
R U
P S S
E E D
E T
A
IL
(7 T
Y P S
T
IR
R U
P S S
E E D
E T
A
E D
E T
A
(1 T
Y P S
T
IR
R U
P
A R
M Y C
O R
P S O
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IN
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P O
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IS
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P .1
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.d g n0 /2
/2
A N
S I F
S-006
S
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T E
M P
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E K D
A M A
N D R
S V
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H R
IS
M
A N
L E
Y
G E
C X J L
M
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
NOTE: STIRRUPS NOT SHOWN FOR CLARITY.
R E
IN
F O
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M E
N T D
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SCALE : 1 1/2" = 1'-0"
STIRRUP TYP 1 DETAIL
SCALE : 1 1/2" = 1'-0"
STIRRUP TYP 2 DETAIL
SCALE: 1 1/2"= 1'-0"
ELEVATION VIEW OF SUMP PIT SEPARATION WALL REINFORCEMENT
G E
C D
M R
A
O .C T
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O T
H F
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H
O R
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O N
T A
L
O.C. BOTH FACES, TYP.
#4 VERTICAL @ 6"
EL: 1221.50'
TOP OF WALL
EL: 1202.00'
SUMP PIT FLOOR
STD #4 135° STIRRUP HOOKS
STD #4 135° STIRRUP HOOKS
RADIUS TO FACILITATE
CONTINOUS, TYP BEND BARS TO HOOP
ALL HORIZONTAL BARS ARE TO BE
M A
T T
H E
W H
A N
S O
N P
N
R
STD #4 135° STIRRUP HOOKS
SCALE : 1 1/2" = 1'-0"
STIRRUP TYP 3 DETAIL
TYP BOTH FACES
#4 BAR X 34" LG
TYP BOTH FACES
" #4 HOOP8
1� 4
A
SCALE: 1 1/2"= 1'-0"
SECTION VIEW
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T A
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EACH WALL END, 10 EA REQUIRED
#4 @ 5" O.C. TYP FOR FIRST 25" AT
EACH WALL END, 56 EA REQUIRED
#4 @ 5" O.C. TYP FOR FIRST 20" AT
EACH WALL END, 44 EA REQUIRED
#4 @ 5" O.C. TYP FOR FIRST 10" AT
CONTROL JOINT
C
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M Y C
O R
P S O
F E
N G
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L S C
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A M A
N D R
S V
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S-007
N E
W A
C C
E S
S L
A D
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N D
P L
A N A
N D E
L E
V A
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IO
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U N
W A
T E
R
IN
G O
P E
N
IN
G
G E
C X J L
M G
E
C D
M R
SIDE ACCESS LADDER
NEW UNWATERING
SCALE: 3"= 1'-0"
PLAN VIEW - NEW UNWATERING SIDE ACCESS LADDER
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
CONCRETE WALL
UNWATERING SIDE
EXISTING FLOOR EL: 1224.00'
EXISTING FLOOR EL: 1222.00'
WIDENING OPENING OF ACCESS
OPENING. SEE SD002 FOR
EXISTING 18" DIAMETER
SCALE: 1 1/2"= 1'-0"
NEW UNWATERING SIDE ACCESS LADDER
ELEVATION VIEW
SCALE: 1 1/2"= 1'-0"
PLAN VIEW - NEW ACCESS HATCH
CONCRETE WALL
SIDE AREA
SUMP UNWATERING
LADDER EL: 1223.00'
TOP OF NEW ACCESS
SPECIFICATIONS.
INSTALL PER MANUFACTURER'S
OR APPROVED EQUAL.
ITEM NO. R-1883-G4
NEENAH FOUNDRY
UNWATERING SIDE.
AND COVER TO
NEW ACCESS HATCH
NOT SHOWN FOR CLARITY
EL: 1202.00' GRATING
EXISTING SUMP FLOOR
OR APPROVED EQUAL
PROVIDE STEEL LADDER SAFETY POST, BILCO LU-1
CONCRETE WALL
UNWATERING SIDE
REMOVABLE GUARDRAIL
CONTRACTOR DESIGN
UNWATERING SIDE ACCESS LADDER
NEW CONTRACTOR DESIGN
C H
R
IS
M
A N
L E
Y
M A
T T
H E
W H
A N
S O
N P
N
R
AT ELEVATION 1224.00'
SIDE TO BE INSTALLED FLUSH
NEW ACCESS HATCH TO UNWATERING
PRIOR TO FABRICATION AND INSTALLATION.
SUBMIT ALL RELATED FABRICATION DRAWINGS FOR APPROVAL
SIDE ACCESS LADDER PER EM-385-1-1 AND OSHA REQUIREMENTS.
2. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW UNWATERING
AND INSTALLATION.
FABRICATION DRAWINGS FOR APPROVAL PRIOR TO FABRICATION
REMOVABLE GUARDRAIL PER EM-385-1-1. SUBMIT ALL RELATED
1. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW
NOTES:
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SHEET OF
1'-0" C.C. 1'-0" C.C. 6"
8'-0"
"32
"8
3"
4'-0"
9"
3""2 110"2
110"2 110"2
1103"
2'-0"
3"
"16 11'-
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P S O
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W/ BAR GRATING SUPPORTS
L 3 1/2" X3" X 3/8" TYP
SUMP AREA
8'-0" X 13'-6"
EXISTING
OUTLINE OF
1" X 1/8" OR APPROVED EQUAL TYP.
BAR GRATING TYPE 19-WS-4
GRATING PACIFIC STAINLESS STEEL
DIRECTION
SPAN
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
B
SECTION VIEW
SCALE: 1 1/2" = 1'-0"
"= 1'-0"2
1SCALE: 1
SUMP PIT AREA
OUTLINE OF 8'-0"X13'-6"
1" X 1/8" OR APPROVED EQUAL TYP.
BAR GRATING TYPE 19-WS-4
GRATING PACIFIC STAINLESS STEEL
1/8" CLR TYP.
1" X 1/8" OR APPROVED EQUAL
BAR GRATING TYPE 19-WS-4
GRATING PACIFIC STAINLESS STEEL
B
A
B
SUMP FLOOR
FLUSH WITH
BE INSTALLED
BAR GRATING TO
A
SECTION VIEW
SCALE: 1 1/2" = 1'-0"
L 3 1/2" X 3" X 3/8"
SUPPORT
BAR GRATING
PER MFG SPECS
AT GRATING EDGES
PROVIDE 1/8" CLR TYP
NEW ACCESS LADDER
EL: 1200.50'
SUMP PIT FLOOR
FLOOR EL: 1202.00'
UNWATRING SUMP PUMP
EL: 1202.00'
SUMP FLOOR
EL: 1200.50'
UNWATERING PIT FLOOR
UNWATERING PIT FLOOR
OUTLINE OF 2'-6" X 8'-0"
SUMP UNWATERING FLOOR AREA
PIT FLOOR
UNWATERING
2'-6" X 8'-0"
OUTLINE OF
EL: 1200.50'
UNWATERING PIT FLOOR
1/8" CLR TYP. AT ENDS
G E
C D
M R
C
SECTION VIEW
SCALE: 1 1/2" = 1'-0"
D
SECTION VIEW
SCALE: 1 1/2" = 1'-0"
C L 3 1/2" X 3" X 3/8"
SPAN DIRECTION
EL: 1202.00'
1" X 1/8" OR APPROVED EQUAL TYP.
BAR GRATING TYPE 19-WS-4
GRATING PACIFIC STAINLESS STEEL
L 3 1/2" X 3" X 3/8"
"= 1'-0"2
1SCALE: 1
DRAINAGE PIT FLOOR AREA
ANCHOR WITH 6" EMBEDMENT, TYP.
11/16" HOLES FOR 5/8" SS CONCRETE
D
EL: 1202.25'
BOTTOM OF LADDER
AROUND THE PERIMITER OF ALL PENETRATIONS
2. BAND ALL EDGES OF BAR GRATING AND BAND
FOR TYPE 304 STAINLESS STEEL
STAINLESS STEEL AND MEET THE REQUIREMENTS
1. ALL STEEL USED IN THE SUMP AREA MUST BE
NOTES:
6" EMBEDMENT, TYP.
CONCRETE ANCHOR WITH
11/16" HOLES FOR 5/8" SS
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SHEET OF
2'-6"
"2 13'-4 12'-3"
STRUCTURE, EL.1222.00
FILLING CONTROL
PENSTOCK DRAIN AND
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
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M -0
X X
X .d g n
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C D J R
L
A L
A N M S
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M-001
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A N V
IE
W
12"0 5' 10'
"= 1'-0"16
3SCALE:
"= 1'-0"16
3SCALE:
� UNITS STA. 16+24.00
U
N
IT
N o
U
N
IT
N o
S T
A .0
C O
N T
R J T
S T
A .0
C O
N T
R J T
FLOOR EL. 1235.00 FLOOR EL. 1250.00
E L .1
L A
N D
IN
G D
O W
N
UNWATERING PUMPS
ACCESS HATCH FOR
DOWN TO EL.1224.00
D O
W N
E L .0
" 2
APPROX. 16'-11
ROLL UP DOOR HEIGHT
EL. 1221.33
FROM INTAKE STRUCTURE,
� EXISTING 4" DISCHARGE
EL. 1221.33
DRAIN LINE FROM INTAKE TOWER,
EXISTING 4" INTAKE STRUCTURE
N
EL. 1224.00
30"x30" HATCH
SUMP ACCESS
EL. 1235.00
5'-0"x5'-0" HATCH
GALLERY ACCESS
DOWNSTREAM
TO EL. 1222.00
LADDER ACCESS
EL. 1235.00
3'-6"x3'-6" HATCH
ROOM ACCESS
PENSTOCK VALVE
DOORWAY
6.
5.
4.
3.
2.
1.
NOTES:
FOR SUMP MODIFICATIONS.
DETAILS. SEE SHEET M-101
MECHANICAL DEMOLITION
EL 1224. SEE SHEET MD001 FOR
POWERHOUSE SUMP AREA ON
MODIFICATIONS.
SEE CIVIL SHEET C-102 FOR PROPOSED GRAVITY OIL/WATER SEPARATOR
AID GRAVITY DRAINAGE.
DRAIN PIPES ARE A GRAVITY DRIVEN PIPING SYSTEM. INSTALL PIPING AND EQUIPMENT TO
ALL PIPE LENGTHS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR.
OTHERWISE SPECIFIED.
ALL ELBOWS SHALL BE TRADITIONALLY DEFINED LONG RADIUS 90° ELBOWS UNLESS
ELECTRICALLY ISOLATE THE TWO DIFFERENT PIPE MATERIALS.
WHERE TRANSITIONS IN PIPE MATERIAL OCCUR, INSTALL DIELECTRIC PIPE FITTINGS TO
FITTINGS, AND INSTALLATION REQUIREMENTS.
SEE SPEC SECTION 22 25 00.00 25 FOR DETAILS REGARDING PIPING MATERIALS,
M E
C H
A N
IC
A L
M-109.
RELIEF DEVICE. SEE SHEET
TRANSFORMER PRESSURE
STANDPIPE AND PIPING MODIFICATIONS.
SEE SHEET M-105 FOR NEW
MECHANICAL DEMOLITION DETAILS.
SEE SHEET MD002 FOR
INTAKE TOWER DRAIN LINE,
MECHANICAL PIPING PLAN
POWERHOUSE EL. 1250
PER SPEC SECTION 22 25 00.00 25.
DRAINAGE BASIN WITH NEW KNIFE GATE
REPLACE CANAL GATE IN TRANSFORMER
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6'-0"
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 D
IS
T R
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IA
N P
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L L P .E
A N
S I F
/2
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C D J R
L
A L
A N M S
T O
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M D
MD001
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IL
S
P
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L P
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V E
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N S
Y S
T E
M P
O W
E R
H O
U S
E
H
IL
L S C
R E
E K D
A M A
N D R
S V
R
"= 1'-0"4
SCALE:
SUMP PIPING EL. 1229
MECHANICAL DEMOLITION PLAN
"= 1'-0"2
SCALE:
SUMP PIPING EL. 1202
MECHANICAL DEMOLITION PLAN
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
H L P .1
M D
X X
X .d g n
A
12"0 5'
"= 1'-0"4
1SCALE:
A
"= 1'-0"4
SCALE:
SECTION VIEW
TURN OVER TO THE GOVERNMENT.
REMOVE PUMP,
P L
A N V
IE
W
S U
M P P
IP
IN
G D
E M
O L
IT
IO
N
TURN OVER TO THE GOVERNMENT
REMOVE EXISTING PNEUMATIC PUMP AND CONTROL PIPING,
REMOVE EXISTING PUMP SUPPORT FRAMING AND RAIL SYSTEM
EXISTING PUMP
REMOVE INTAKE PIPING OF
EXISTING PUMP
REMOVE DISCHARGE PIPING OF
CONNECTION
FOR NEW DISCHARGE PIPING
PIPING AND INSTALL 3"Ø FLANGE
REMOVE EXISTING DISCHARGE
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
TURN OVER TO THE GOVERNMENT
REMOVE EXISTING PNEUMATIC PUMP AND CONTROL PIPING,
GOVERNMENT.
THE GOVERNMENT. TURN OVER PUMP AND PANEL TO THE
SUBMERSIBLE DRAINAGE PUMP AND CONTROL PANEL WITH
1. COORDINATE REMOVAL OF THE EXISTING TEMPORARY
NOTES:
CHECK VALVE IN NEW SUMP PIPING
REUSE EXISTING 3"� DUAL DISC
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H O
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H
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L S C
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A M A
N D R
S V
R
12"0 5'
"= 1'-0"4
1SCALE:
H L P .1
M D
X X
X .d g n
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"4
SCALE:
DEMOLITION DETAIL
WALL FLANGE
FROM FLANGE JOINT TO
REMOVE PIPE SECTION
P L
A N V
IE
W
IN
T
A K
E T
O W
E R D
R A
IN
D
E M
O L
IT
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N
MODIFICATIONS
STANDPIPE AND PIPING
SEE SHEET M-105 FOR NEW
FROM INTAKE STRUCTURE.
INTAKE TOWER DRAIN LINE
"= 1'-0"4
SCALE:
DEMOLITION PLAN VIEW
INTAKE TOWER DRAIN
W
N
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D A
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F
IL
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D B
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IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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R of Engineers
US Army Corps
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 11:20:38 AM
SHEET OF
"2 13'-11
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P S O
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H L P .1
M -1
X X
X .d g n
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A
M-102
B
"= 1'-0"2
SCALE:
PLAN VIEW
SUMP PIPING MODIFICATION
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
A
"= 1'-0"2
SCALE:
SECTION VIEW
EL. 1224.00
EL. 1222.00
EL. 1232.00
EL. 1202.00
DRAINAGE PIPING
TO EXISTING 3"Ø
CONNECTIONS MADE
NEW DRAINAGE PUMP
AT EL. 1224.00
ACCESSED FROM MANHOLE
STEM EXTENTION, HANDLE
2"Ø BALL VALVE WITH
NEW BELT OIL SKIMMER
PUMP
SUBMERSIBLE DRAINAGE
NEW LOW LEVEL
SEPARATION WALL EL. 1221.5
TOP OF NEW CONCRETE
BELT SKIMMER
EL. 1200
DRAINAGE PIPING
TO EXISTING 3"Ø
CONNECTIONS MADE
NEW DRAINAGE PUMP
DISCHARGE PIPING TO BE REUSED
EXISTING 3"Ø DRAINAGE PUMP
DRAINAGE PUMP ON SKID
NEW PRIMARY
PUMP PRESSURE GAUGE
PRIMARY/LOW LEVEL
S U
M P P
IP
IN
G
AS REQUIRED.
GREASLESS BUSHINGS
ADD SUPPORTS WITH
GUIDES NOT SHOWN.
STEM EXTENSION
NEW DRAINAGE PIT DETAILS
PIT, SEE STRUCTURAL SHEETS FOR
NEW 2' x 2' x 4' DRAINAGE
C
C
"= 1'-0"2
SCALE:
VIEW AT 1221.00
SUMP PIPING MODIFICATION
NEW HYDROCARBON DETECTOR
NEW PRESSURE TRANSDUCER
RESTORE SMOOTH SUMP WALLS. TYP, BOTH SIDES.
REMOVE REMAINING PIPE. GROUT AND REPAIR CONCRETE TO
FLEXIBLE COUPLINGS AND REROUTE TO DRAINAGE SIDE OF SUMP.
MODIFY DRAIN PIPING WITH SAME DIAMETER ELBOWS, PIPE, AND
EXISTING HYDROCARBON DETECTOR
TYP, BOTH SUMPS.
INSTALL NEW HIGH/LOW LIQUID LEVEL SENSORS ON THIS WALL.
FLOOR DRAIN
EXISTING GALLERY
FLOOR DRAIN
EXISTING GALLERY
FLOOR DRAIN
EXISTING GALLERY
FLOOR DRAIN
EXISTING GALLERY
FLOOR DRAIN PIPE
EXISTING GALLERY
FLOOR DRAIN PIPE
EXISTING GALLERY
REPLACE WITH NEW SENSOR.
EXISTING PRESSURE TRANSDUCER IN WET WELL.
SECTION 23 07 00.00 25.
INSULATED TO MATCH EXISTING PIPE PER SPEC
WITHIN THE EL. 1224 PUMP ROOM SPACE SHALL BE
3. ALL DRAINAGE SUMP PUMP DISCHARGE PIPING LOCATED
EXISTING PIPE.
STAINLESS STEEL PIPE WITH WELDED FLANGES TO MATCH
2. ALL SUMP PUMP DISCHARGE PIPING SHALL BE SCHEDULE 10S
IF CONFLICTS ARISE, NOTIFY COR PRIOR TO CORING.
CORINGS TO AVOID DAMAGE TO EXISTING REBAR AND CONDUIT.
1. X-RAY ALL FLOORS AND WALLS PRIOR TO CUTTING CONCRETE FOR
NOTES:
SEE NOTE 7
W
N
R
SEE STRUCTURAL SHEETS FOR DETAILS
NEW CONCRETE SEPARATION WALL,
BETWEEN RINGS AND OTHER FEATURES IN WALL.
WEEP RINGS TO MAINTAIN A MINIMUM OF 1" CLEARANCE
RINGS INSTALLED, ONE AT EITHER END OF THE PIPE. POSITION
CROSSOVER PIPE SHALL HAVE A PAIR OF 2" BY 3/16" WEEP
RINGS ON ALL PIPES LARGER THAN 2" DIAMETER. THE 2"
BE CAST IN WALL. WELD 4" WIDE BY 3/16" THICK ANNULAR WEEP
7. ALL PIPES PENETRATING CONCRETE SEPARATION WALL SHALL
6. ALL PIPE LENGTHS ARE APPROXIMATE. FIELD VERIFY.
90° ELBOWS UNLESS OTHERWISE SPECIFIED.
5. ALL ELBOWS SHALL BE TRADITIONALLY DEFINED LONG RADIUS
4. SUPPORT PIPE PER SPEC SECTION 22 25 00.00 25.
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D B
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P L
O T S
C A
L E
P L
O T D
A T
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/2
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2ecdjrl BY USERNAME:DATE AND TIME PLOTTED: 3/26/2019 11:23:43 AM
SHEET OF
")4 1(2'-8
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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G E
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A N M S
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G E
C D J
M D
M-102
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P
IL
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N T
IO
N S
Y S
T E
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IL
L S C
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A M A
N D R
S V
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H L P .1
M -1
X X
X .d g n
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
S E
C T
IO
N V
IE
W
M-101
B
"= 1'-0"2
SCALE:
SECTION VIEW
N.T.S.
ISOMETRIC VIEW
SUMP PIPING MODIFICATION
PUMP
SUBMERSIBLE DRAINAGE
NEW STANDARD ELECTRIC
DRAINAGE PUMP ON SKID
NEW POSITIVE DISPLACEMENT
NEW OIL SKIMMER
EXISTING 3"Ø DRAINAGE PIPING TO BE RE-USED
VALVES, TYP OF 4
EXTENDENDED BACKWATER
EXISTING UNWATERING PUMPS
DRAIN VALVE
EXISTING 10" DRAFT TUBE
EXISTING 8" FLOATWELL
DRAINAGE PUMP ON SKID
NEW POSITIVE DISPLACEMENT
EL. 1224.00
EL. 1222.00
EL. 1200.50
PIPING
DRAINAGE PUMP
CURB AND NEW
ACCESS BETWEEN
MADE TO EXISTING 3"Ø DRAINAGE PIPING
NEW DRAINAGE PUMP CONNECTIONS
2" GLOBE VALVE
REUSE EXISTING 3"Ø BALL VALVES
LEVEL SUMP OVERFLOW EMBEDDED SPOOL PIECE
NEW 10" BACKWATER FLAP VALVE ATTACHED TO HIGH
NEW 10" HIGH LEVEL OVERFLOW AT EL. 1203.00
SUMP FLOOR EL. 1202.00
NEW DRAINAGE PIT EL. 1200.00
SEE NOTE 7
VALVE USING 1.5"x2" REDUCER.
CONNECT TO 2"Ø FLANGE AND DUAL DISC CHECK
1.5"Ø…
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