Mac_Lock_Gate_Anchorages_Plans_RTA_Set_1.pdf
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- FY17 MacArthur Lock Embedded Gate Anchorage Replacement Federal contract opportunity
- Solicitation number
- W911XK-17-R-0006
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K of Engineers
US Army Corps
Solicitation: W911XK-17-R-0006
CHIPPEWA COUNTY, MI.
JUNE 2017
ST. MARYS RIVER
GATES 2 & 5
MITER GATE ANCHORAGE REPLACEMENT
M ARTHUR LOCK AC
PHILLIP C. ROSS P.E., CHIEF, ENGINEERING & CONSTRUCTION OFFICE, DETROIT DISTRICT
FREDERICK R. JOERS, P.E., DIRECTOR, INLAND NAVIGATION DESIGN CENTER
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MARIE T. STRUM, P.E., CHIEF, ENGINEERING & TECHNICAL DIVISION, DETROIT DISTRICT
DAVID R. BUSSE, P.E., CHIEF, ENGINEERING DIVISION, ST. LOUIS DISTRICT
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152 AND ER 1110-1-8168.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THE ST. LOUIS DISTRICT, DESIGNED THIS PROJECT FOR THE DETROIT
THE INLAND NAVIGATION DESIGN CENTER, IN COORDINATION WITH
SOO LOCKS COMPLEX
FREDERICK R. JOERS /S/
DAVID R. BUSSE /S/
PHILLIP C. ROSS /S/
MARIE T. STRUM /S/
READY TO ADVERTISE 12 JUNE 2017 S
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TITLESHT
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GI002
GI003
COVER SHEET
PROJECT LOCATION AND VICINITY MAPS
S-001
STRUCTURAL
SD501
SD502
SD101
GI004
SD102
SD103
SD104
SG501
SG502
SG503
SG101
SG102
SG103
SG104
SG301
SG302
SG303
SG304
SG601
M5704
DRAWING/DETAIL LOCATION DESIGNATION
DRAWING/DETAIL TITLE
DRAWING NAME
1/8" = 1' 0"
(DRAWN) SHOWN
DRAWING/DETAIL LIMITS
DETAIL DESIGNATION
DESIGNATION
SECTION/DETAIL LOCATION DESIGNATION
SECTION/DETAIL
DESIGNATION
EXTERIOR ELEVATION
DESIGNATION
INTERIOR ELEVATION### ##
BREAK LINE, MATERIAL
TO CONTINUE
REVISION CLOUD
NORTH ARROW
ELEVATION TARGET
REVISION DESIGNATION
ELEVATION/DETAIL LOCATION DESIGNATION
ELEVATION/DETAIL LOCATION DESIGNATION
DETAIL LOCATION DESIGNATION
MATCH LINE
MATCH LINE
SIMILAR, OR OPPOSITE HAND
SCALE
SHEET NUMBER DESIGNATION WHERE
REF ##/#-###
FOR CONTINUATION
X-XXX
(DRAWN) SHOWN
SHEET NUMBER DESIGNATION WHERE
NOT USED ON SHEET
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
FIRST REFERENCED
SHEET NUMBER DESIGNATION WHERE
LEVEL
GENERAL SYMBOLS
KEYNOTE
KEYNOTE
INDEX OF DRAWINGS ABBREVIATIONS GENERAL NOTES
SD301
SD302
DEMOLITION - GATE 5 SOUTH PLAN
DEMOLITION - GATE 5 NORTH PLAN
SG504
SD303
DEMOLITION - GATE 5 SOUTH SECTION
SD304
DEMOLITION - GATE 5 NORTH SECTIONS
N
SG505
M5703
SG506
SG507 ANCHOR DEMONSTRATION TEST
SURVEY CONTROL POINTS
REFERENCE DRAWING INDEX
M5701
M5702
ABRREVATIONS AND GENERAL NOTES
INDEX OF DRAWINGS, GENERAL SYMBOLS,
EG101
EG102
EG103
ELECTRICAL
RESOURCE
1 2 3 4 5
WORK AND STORAGE AREAS
MACARTHUR LOCK GENERAL LAYOUT -
REPLACEMENT ANCHORAGE GATE 5 SOUTH PLAN
REPLACEMENT ANCHORAGE GATE 5 NORTH PLAN
REPLACEMENT ANCHORAGE GATE 5 SOUTH SECTIONS
REPLACEMENT ANCHORAGE GATE 5 NORTH SECTIONS
PRIMARY ANCHORAGE
CONCRETE & REINFORCING DETAILS
SECONDARY ANCHORAGE
CONCRETE & REINFORCING DETAILS
INSTALLATION DETAILS
ANCHOR ROD & ANCHORAGE FRAME
SHT TITLE
North Wall - Intake and Upper Gate BaysRS-13-1
RS-13-2
RS-13-3
RS-13-4
North Wall - Lower Gate Bays and Discharge
South Wall - Intake and Upper Gate Bays
South Wall - Lower Gate Bays and Discharge
RS-11-6 Lock Wall Sections No. 1
RS-11-8 Lock Wall Sections No. 3
RS-17-1 Upper and Lower Valve Chambers No. 1
RS-46-1
RS-46-2
Electrical Manholes, Upper End
Electrical Manholes, Lower End
RS-13-6 Recesses for Gate and Machinery
RS-14-2 Gate Recesses - Miter and Quoin Ends at Gates 2,3,4 & 5
RS-16-1
RS-16-3 Lock Floor Plan - Upstream Half
Lock Floor Plan - Downstream HalfRS-16-4
RS-31-3
Arrangement of Gates - All Lock Gates
Arrangement of Gates - All Lock Gates
RS-31-4 General Drawing - Gates 4 & 5
RS-31-5 Downstream Elevation - Gates 4 & 5
RS-31-6 Upstream Elevation - Gates 4 & 5
RS-31-7 General Drawing - Gates 1, 2, & 3
RS-31-8 Downstream Elevation - Gates 1, 2, & 3
RS-31-9 Upstream Elevation - Gates 1, 2, & 3
RS-36-1 Gudgeon and Diagonal Connections - Gates 4 & 5
RS-36-4 Gate Anchorage Link and Pintle Lubrication - All Gates
RS-36-5 Fixed Metal - Gate Anchorages - Gates Nos. 1,2,3,4,5 & 6
RS-36-6
RS-36-7
Gate Anchorage Overload Regulator - All Operating Gates
Fixed Metal - Wall Quoin and Anchorage Connection
RS-36-9 Gudgeon and Diagonal Connections - Gates 1, 2 & 3
RS-36-28 Fixed Metal at Gate Recesses
RS-47-1 Ladder and Snubbing Hook Assemblies
RS-17-2 Upper and Lower Valve Chambers No. 2
EG104
RE101
RE102MECHANICAL
M2704
M2703
M2701
M2702
AND MISCELLANEOUS DETAILS
RECESS SEAT ANGLES
DEMOLITION DETAILS - GATE 5
Supports for Light Standard and Snubbing ButtonRS-48-1
RS-114-28 Control House - Plans and Elevations
DEMOLITION AREA OR LIMITS
REINSTALLED UNLESS SPECIFICALLY NOTED FOR DEMOLITION.
7. ALL EXISTING ITEMS ARE TO REMAIN IN PLACE OR BE
SG509
SG508 MISCELLANEOUS DETAILS
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DEMOLITION - GATE 2 SOUTH PLAN (OPTIONAL ITEM 1)
DEMOLITION - GATE 2 NORTH PLAN (OPTIONAL ITEM 1)
(OPTIONAL ITEM 1)
DEMOLITION - GATE 2 SOUTH SECTION
(OPTIONAL ITEM 1)
DEMOLITION - GATE 2 NORTH SECTIONS
DEMOLITION DETAILS - GATE 2 (OPTIONAL ITEM 1)
(OPTIONAL ITEM 1)
REPLACEMENT ANCHORAGE GATE 2 SOUTH PLAN
(OPTIONAL ITEM 1)
REPLACEMENT ANCHORAGE GATE 2 NORTH PLAN
(OPTIONAL ITEM 1)
REPLACEMENT ANCHORAGE GATE 2 SOUTH SECTIONS
(OPTIONAL ITEM 1)
REPLACEMENT ANCHORAGE GATE 2 NORTH SECTIONS
(OPTIONAL ITEM 1)
PRIMARY LINK PIN PLATE SADDLE FOR GATE 2
SECTION 35 50 56.
AND PIN PLATE HOLES. SEE SHEET SG601 AND SPEC
IN THE EXACT LOCATION OF THE EXISTING ANCHORAGE
REPLACEMENT GATE ANCHORAGE AND PIN PLATE HOLES
SYSTEM TO RE-ESTABLISH THE LOCATION OF THE
8. THE CONTRACTOR SHALL CREATE A SURVEY CONTROL
RE103
RE104
RE501
RE502
CG101
CIVIL
CG102
CONCRETE.
DRAWINGS ARE AT THE FACE OF LOCK CHAMBER WALL
AT 1" IN 10 FT. TOP OF WALL ELEVATIONS GIVEN ON THE
10. TOP OF LOCK WALLS SLOPE AWAY FROM LOCK CHAMBER
ELECTRICAL PLAN - GATE 5 SOUTH
ELECTRICAL PLAN - GATE 5 NORTH
(OPTIONAL ITEM 1)
ELECTRICAL PLAN - GATE 2 SOUTH
(OPTIONAL ITEM 1)
ELECTRICAL PLAN - GATE 2 NORTH
ELECTRICAL REFERENCE PLAN - GATE 5 SOUTH
ELECTRICAL REFERENCE PLAN - GATE 5 NORTH
ELECTRICAL REFERENCE PLAN - GATE 2 SOUTH
ELECTRICAL REFERENCE PLAN - GATE 2 NORTH
ELECTRICAL REFERENCE - PANEL SCHEDULES
ELECTRICAL REFERENCE - CONTROL PANEL SCHEDULE
AWARD. SEE BIDDING SCHEDULE.
INSTALLATION IS OPTIONAL WORK SUBJECT TO
9. WORK ASSOCIATED WITH GATE 2 DEMOLITION AND
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GENERAL STRUCTURAL NOTES
ANCHORAGE FRAME PLAN, ELEVATION AND DETAILS
ASSEMBLY PLAN AND ISOMETRIC (OPTIONAL ITEM 1)
MITER GATE 2 ANCHORAGE CONNECTION
AND SPRING BOX MODIFICATIONS (OPTIONAL ITEM 1)
MITER GATE 2 ANCHORAGE CONNECTION GATE
BUSHING DETAILS (OPTIONAL ITEM 1)
MITER GATE 2 ANCHORAGE CONNECTION
ASSEMBLY PLAN AND ISOMETRIC
MITER GATE 5 ANCHORAGE CONNECTION
AND SPRING BOX MODIFICATIONS
MITER GATE 5 ANCHORAGE CONNECTION GATE
BUSHING DETAILS
MITER GATE 5 ANCHORAGE CONNECTION
PIN DETAILS
MITER GATE 5 ANCHORAGE CONNECTION
FENCE INSTALLATION DETAILS - SHEET 1
FENCE INSTALLATION DETAILS - SHEET 2
WATER MAINWM
WOODWD
WIDTHW
UNDERGROUNDUGND
UNLESS NOTED OTHERWISEUNO
TYPICALTYP
TOP AND BOTTOMT&B
SHOPS, YARDS, AND MECHANICAL SECTIONSYM
STAINLESS STEELSST
SPECIFICATIONSSPEC
SIMILARSIM
SANITARYSAN
SOUTHS
RIVERWARDR/W
RGC RIDGED GALVANIZED CONDUIT
RMC RIDGED METAL CONDUIT
PLC PROGRAMMABLE LOGIC CONTROL
DETAIL IS IDENTICAL EXCEPT OPPOSITE HANDOPP
OPPOSITE HANDOH
OUTSIDE FACEOF
ON CENTEROC
NOT TO SCALENTS
NUMBERNO
NEAR FACENF
NON DESTRUCTIVE TESTNDT
NORTHN
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MAXIMUMMAX
LANDWARDL/W
LONGLG
INSIDE FACEIF
HEIGHTHT
HOLLOW METALHM
INSTALLED
GOVERNMENT FURNISHED, CONTRACTOR GFCI
GALVANIZEDGALV
FLARED END SECTIONFES
FLOOR DRAIN FD
FAR FACEFF
FRACTURE CRITICAL MEMBERFCM
EXISTINGEXIST
EACH WAYEW
ELECTRICAL METALLIC TUBINGEMT
ELEVATIONEL
EXPANSION JOINTEJ
EACH FACEEF
DRAWINGDWG
DETAILSDTLS
DIAMETERDIA
CONTROL POINTCP
CONTRACTING OFFICERS REPRESENTATIVECOR
CONCRETECONC
CLEAN OUTCO
CONCRETE MASONRY UNITCMU
CORRUGATED METAL PIPECMP
CONSTRUCTION JOINTCJ
CLEARCLR
CURB & GUTTERC&G
CENTER LINEC/L
BOTTOMBOT
BITUMINOUSBITUM
BOLT CIRCLEBC
ALUMINUMALUM
ALTERNATE WITHALT W/
APPROXIMATEAPPROX
ABOVE FINISH FLOORAFF
ELEVATION AND DETAILS
ANCHORAGE FRAME PIN PLATES
DRAWINGS ARE AVAILABLE AFTER CONTRACT AWARD.
LISTING. UPON REQUEST A FULL SET OF REFERENCE
ARE PROVIDED FOR REFERENCE ONLY. THIS IS A PARTIAL
6. REFERENCE CONTRACT DRAWINGS AND SHOP DRAWINGS
AS SPECIFIED HEREIN.
REMOVED, REWORKED, OR RETAINED FOR RE-USE
ANCHORAGE COMPONENTS SHALL BE DEMOLISHED,
HYDRAULIC HEAD APPLIED, AS SPECIFIED, AND THE
THE MITER GATE LEAFS SHALL BE MITERED, WITH
C) FINAL DEMOLITION. AT THE TIME OF LOCK CLOSURE,
UNDISTURBED.
FRAME AND ANCHORAGE FRAME PIN PLATES ARE
PROCEED PROVIDED THE EXISTING ANCHORAGE
INSTALLATION (WITHOUT PIN PLATES INSTALLED) MAY
CONCRETE DRILLING AND ANCHORAGE FRAME
IS OPEN TO NAVIGATION, CONCRETE EXCAVATION,
B) INITIAL DEMOLITION. DURING THE PERIOD THE LOCK
OF LOCK CLOSURE.
SEE THE CONTRACT SPECIFICATIONS FOR THE DATES
BE COMPLETED DURING A LOCK CLOSURE PERIOD.
LOCK IS OPEN TO NAVIGATION. SOME WORK WILL
BE ACCOMPLISHED DURING A PERIOD WHEN THE
A) THE WORK REQUIRED UNDER THIS CONTRACT IS TO
OF WORK.
35 50 56 FOR COMPLETE ORDER AND COORDINATION
5. SEQUENCE OF WORK. SEE SPECIFICATIONS SECTION
CONTRACTOR PRIOR TO THE START OF DEMOLITION.
FEATURES SHALL BE SURVEYED AND VERIFIED BY THE
DRAWING RECORDS. ALL EXISTING CONDITIONS AND
DEVELOPED FROM AVAILABLE SURVEYS AND HISTORIC
4. THE EXISTING LOCK FEATURES FOR THIS PROJECT WERE
ENCOUNTERED ARE DE-ENERGIZED AND REROUTED.
DEMOLITION, ALL ELECTRICAL CIRCUITS THAT MAY BE
THE CONTRACTOR SHALL ENSURE THAT, DURING
EMBEDDED IN LOCK WALL CONCRETE ARE APPROXIMATE.
3. LOCATIONS OF EXISTING ELECTRICAL CONDUITS
UPPER POOL IS ELEVATION 600.40 FT. USING IGLD 1985.
GREAT LAKES DATUM (IGLD 1985). LOW WATER DATUM FOR
CORRESPONDS TO ELEVATION 606.60 FT USING INT'NL
LOCK WALL IS REFERENCE ELEVATION 121.00 FT WHICH
REFERENCED TO CANAL DATUM. THE TOP OF THE EXISTING
2. ELEVATIONS SHOWN ARE IN U.S. SURVEY FEET AND ARE
1. WORK AND STORAGE AREAS ARE SHOWN ON SHEET GI004.
PIN DETAILS (OPTIONAL ITEM 1)
MITER GATE 2 ANCHORAGE CONNECTION
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PROJECT LOCATION MAP
SCALE 1" = 1000' 0 20000 40000
A4
VICINITY MAP
SCALE: NTS
Minnesota
Wisconsin
Illinois
Indiana Ohio
Michigan
Detroit Area Office
Duluth Area Office Sault Ste. Marie
Soo Locks Complex
L ake H uron
La ke E rie
Lake Superior
L a k e M ic h ig a n
Kewaunee Area Office
SAULT STE. MARIE, MI
SOO LOCKS FACILITY
PROJECT LOCATION
N
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RIDGE ST
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FLOW
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ST. MARY'S RIVER
N
GENERAL SHEET NOTES
POE LOCK
MAIN GATE
ADMINISTRATION BUILDING
DAVIS LOCK
MAC ARTHUR LOCK
1. FOR PROJECT AREA INFORMATION, SEE SPECIFICATIONS.
SABIN LOCK
SEE SHEET GI004 FOR WORK AND STAGING AREAS.2.
SAULT STE. MARIE, MICHIGAN 49783
119 E. WATER STREET
3. MAINTENANCE SUPPORT BUILDING STREET ADDRESS:
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AND SPECIFICATIONS
IN THIS AREA. SEE NOTE 8
RESTRICTED LOADING
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0 80' 160' A1
WORK AND STORAGE AREAS
SCALE: 1" = 80'
GENERAL SHEET NOTES
FLOW
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SEE NOTE 4
BRIDGE BARGE
TEST ANCHOR LOCATION
STORAGE AREA
M A
G A
Z
IN
E S
T
PORTAGE AVE
G E
N E
R A
L
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
GATE 5 GENERAL WORK AREA
MAIN SECURITY GATE
GATE 16
BARGE ACCESS
GATE BRIDGE
CONTROL HOUSE CH-1N
CONTROL HOUSE CH-1S
STEAMPLANT COMPRESSOR BUILDING
CH-2N & CH-2S
CONTROL HOUSE
BUILDING
MAIN ADMIN. DAVIS BUILDING
WORK AREA
GATE 2 GENERAL
GATE 15
6. OVER WATER TRANSPORT SEE SPECIFICATIONS.
5. FOR PROJECT ACCESS INFORMATION SEE SPECIFICATIONS.
BARGE IN PLACE DURING WINTER LOCK CLOSURE (NTS).
4. APPROXIMATE LOCATION OF MAC ARTHUR LOCK BRIDGE
WORK AND STORAGE AREAS.
3. CONTRACTOR IS RESPONSIBLE FOR SNOW REMOVAL IN
WASTE SHALL NOT BE ALLOWED TO ACCUMULATE.
CLEANUP OF WORK AND STORAGE AREAS. DEBRIS AND
2. CONTRACTOR RESPONSIBLE FOR DAILY HOUSEKEEPING
DURATION OF CONTRACT.
1. CONTRACTOR STORAGE AREAS ARE AVAILABLE FOR
STORAGE AREA
L
MH
MOORING BUTTON
LIGHT POLE
MAN HOLE
LEGEND
WORK AREAS
LAYDOWN AND STORAGE AREA
BUREAU BLDG
OLD WEATHER
SEE NOTE 7 AND SPECIFICATIONS
EXISTING INNER SECURITY FENCE
SEE NOTE 7 AND SPECIFICATIONS
EXISTING OUTER SECURITY FENCE
APPROX 65'x200')
(STORAGE AREA
DEPOT LOT
(15 FT. CLEAR WIDTH)
SEE SPECIFICATIONS.
ADMINISTRATION BUILDING IS RESTRICTED TO 100 PSF.
8. LOADING IN THE INDICATED AREA NEAR THE MAIN
AT GATE 2 SOUTH. SEE SPECIFICATIONS.
SECURITY FENCING IN PUBLIC AREA ADJACENT TO STORAGE
IS REMOVED. CONTRACTOR ALSO SHALL INSTALL TEMP.
SECURITY FENCING IN ALL AREAS THAT PERMANENT FENCING
CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY
MOBILIZATION OF EQUIPMENT AND TO CONDUCT THE WORK.
THE CONTRACTOR AS NECESSARY TO FACILITATE
REMOVED AND RE-INSTALLED IN THE AREA OF GATE 15 BY
7. EXISTING INNER AND OUTER SECURITY FENCING MAY BE
(SEE NOTE 7)
SECURITY FENCE INSIDE PUBLIC AREA
GENERAL LOCATION OF CONTRACTOR
CENTER
VISITORS
MACARTHUR LOCK
DAVIS LOCK
POE LOCK
N
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
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D E
S
IG
N E
D B
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D E
S C
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IP
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N
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2 3
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4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
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S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
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IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
L
L
L
L
L
L
L
L
L
L L
L
LL
L
L
L
L
L L
L
L
L
L
L
L
L L
L
L
LL
L L
L
L
L
L
L
L
L
LL
L
L L
L L L L
L
L
L L
L
L
L L
L
L L
L
L
L
L
L
L
L
L
L
L
L
L L
L
L L
L
L L L
L
L
L
L
L
L
L
L
L
L
L L
L
L
LL
L
L
L
L
LL
L L L
L L
L
LL
LL
LL
L
L L L
LL
L
LL
L
L
L L L
L
L
L
L
LL
L
LL
L
L L L L
L L
L
RAMP
L
S
L
L
L
L
L
L
U
U
VISITOR CENTER
FILE NAME:
LL
(GRASS)
EMH
CONCRETE PAD
U
U
LL
LLLL
HAUL ROAD
B M
M G
D F
S L F
Y
:1
A N
S I
D
S-001
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W
X K -1
-R -0
S T
E V
E N M
H O
B B
S P .E
DEMOLITION NOTES
CONCRETE NOTES
STEEL NOTES
WELDING NOTES
S L F
Y S -0
.d g n
AND PLACEMENT OF ALL NEW CONCRETE.
PLATES AFTER INSTALLATION OF NEW ANCHROAGE FRAMES
RE-USE. THE CONTRACTOR SHALL REINSTALL COVER
BE REMOVED BY THE CONTRACTOR AND RETAINED FOR
INSTALLATION OF THE NEW ANCHORAGE FRAMES SHALL
5. EXISTING COVER PLATES REMOVED FOR DEMOLITION AND
ALL CONDUITS SHALL HAVE A MINIMUM COVER OF 3 INCHES.
ANCHORAGE FRAMES AND NEW ANCHOR RODS.
ANCHOR RODS OR COME INTO CONTACT WITH THE NEW
INSTALLATION OF THE NEW ANCHOR FRAMES AND NEW
CONDUITS SUCH THAT THEY DO NOT INTERFER WITH
THE CONTRACTOR SHALL RELOCATE THE EMBEDDED
BE DE-ENERGIZED AND RE-ROUTED PRIOR TO DEMOLITION.
4. EXISTING EMBEDDED ELECTRICAL CIRCUITS SHALL
OF EXTENT OF DEMOLITION.
3. SEE DRAWINGS SD501 & SD502 FOR TYPICAL DIMENSIONS
DUST AND LOOSE MASONRY MATERIAL.
CONCRETE, ALL SURFACES SHALL BE CLEANED OF CEMENT
2. AFTER DEMOLITION AND PRIOR TO PLACING NEW
CONCRETE AT THE TOP SURFACE OF THE LOCK WALL.
TO CREATE A SMOOTH LINE BETWEEN NEW AND EXISTING
1. SAWCUTTING TO A MINIMUM DEPTH OF 3”SHALL BE USED
SECTION 02 41 00
FOR COMPLETE DEMOLITION SPECIFICATIONS, SEE
R D
K
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
SPECIFICATIONS.
CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE
WELDING INFORMATION SHALL BE SUBMITTED BY THE
ONLY SIZE AND TYPE OF WELD REQUIRED. DETAILED
ACCORDANCE WITH AWS A2.4. WELD SYMBOLS INDICATE
AMERICAN WELDING SOCIETY (AWS) AND ARE IN
3. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE
AWS D1.1.
ANGLES, WELDING SHALL BE IN ACCORDANCE WITH
2. FOR MISCELLANEOUS ITEMS INCLUDING RECESS SEAT
MEMBERS ARE NOTED ON SHEETS SG504 AND SG505.
ACCORDANCE WITH AWS D1.5. FRACTURE CRITICAL
1. FOR ANCHORAGE FRAMES, ALL WELDING SHALL BE IN
SECTION 05 59 13 OR 05 50 15, AS APPLICABLE.
FOR COMPLETE WELDING SPECIFICATIONS, SEE
05 59 13.
OUT MATERIAL, REFER TO SPECIFICATION SECTION
4. FOR SURFACE FINISH REQUIREMENTS OF THERMALLY
SECTION 09 97 13 AND APPLICABLE DRAWINGS.
AISC CLASS B REQUIREMENTS. SEE SPECIFICATIONS
SHALL BE COATED WITH AN INORGANIC ZINC MEETING
FAYING SURFACES OF SLIP CRITICAL CONNECTIONS
WASHERS ASTM F436 AND NUTS ASTM A563 GRADE DH.
ASTM F3125 GRADE A490, TYPE I, WITH HARDENED
3. SLIP CRITICAL BOLTED CONNECTION BOLTS SHALL BE
AS NOTED ON THE DRAWINGS.
2. FOR RECESS SEAT ANGLES, MATERIAL SHALL BE
ZONE 3 REQUIREMENTS, AS NOTED ON DRAWINGS.
ASTM A 709 GRADE HPS 50WF OR 70WF, IMPACT
1. FOR ANCHORAGE FRAMES, ALL STEEL SHALL BE
SEE SECTION 05 59 13 OR 05 50 15, AS APPLICABLE.
FOR COMPLETE STEEL FABRICATION SPECIFICATIONS,
UNLESS OTHERWISE NOTED.
REINFORCING COVER SHALL BE MAINTAINED.
CONCRETE. ACCOUNTING FOR THIS SLOPE, CONCRETE
DRAWINGS ARE AT THE FACE OF THE LOCK WALL CHAMBER
1" IN 10 FT. TOP OF WALL ELEVATIONS GIVEN ON THE
4. TOP OF LOCK WALLS SLOPE AWAY FROM LOCK CHAMBER AT
APPROXIMATELY 1/4 INCH.
AREA TO A SURFACE PROFILE WITH FULL AMPLITUDE OF
SURFACE SHALL BE ROUGHENED OVER THE ENTIRE CONTACT
LOCATIONS ADDITIONAL CONCRETE IS TO BE BONDED, THE
SURFACE AT THE INTERFACE WITH NEW CONCRETE OR AT
3. AT ALL LOCATIONS ROUGHENING OF THE EXISTING CONCRETE
BROOM FINISH FOR THE TOP OF LOCK MONOLITHS.
F) UNIFORM SURFACE FINISH REQUIREMENT SHALL BE
OBSTRUCTIONS.
SLIGHTLY TO AVOID OBSTRUCTIONS OR HORIZONTAL
OBSTRUCTIONS. VERTICAL DOWELS MAY BE ADJUSTED
OPENINGS, EMBEDDED ITEMS, OR OTHER
IN THE FIELD TO AVOID CONSTRUCTION JOINTS,
OFFICER, BARS MAY BE SHIFTED SLIGHTLY OR BENT
E) SUBJECT TO THE APPROVAL OF THE CONTRACTING
REQUIREMENTS OF PARAGRAPH 25.3 OF ACI318-14.
D) HOOKS IN BARS SHALL CONFORM TO THE
DRAWINGS.
C) EMBEDMENT LENGTHS SHALL BE AS SHOWN ON THE
AND VERTICAL FACES OF WALL (SEE NOTE 4.)
DRAWINGS, SHALL BE 4" FOR TOP OF LOCK MONOLITH
OTHERWISE INDICATED OR AS SHOWN ON THE
B) CLEAR COVER REINFORCEMENT, EXCEPT AS
PARAGRAPH 20.2 OF ACI 318-14.
DEFORMED BARS SHALL MEET THE REQUIREMENTS OF
A) ALL REINFORCEMENT SHALL BE ASTM A615 GRADE 60.
2. REINFORCEMENT REQUIREMENTS:
SHALL BE f'c=4000psi.
1. STRENGTH AND TYPE: ALL CAST-IN-PLACE CONCRETE
FOR COMPLETE CONCRETE SPECIFICATIONS, SEE SEC. 03 31 01.
6. SEE ELECTRICAL SHEETS FOR ADDITIONAL DEMOLITION NOTES.
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
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IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
4"
3'-0"
1'-6"
IN
IT
IA
L D
E M
O L
IT
IO
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD101
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
0 1' 2' 4'"=1'8
3SCALE:
P L
A N
GENERAL SHEET NOTES
FLOW
PLAN - GATE 5 - SOUTH
B1
R D
K
A1
SD301
A3
SD301
SEE NOTE
D4
5"
9"
DETAIL
B4
B4
SECTION
0 1' 2'SCALE: 1"=1'
DEMOLITION LIMITS
(TO REMAIN)
BUTTON
SNUBBING
EXISTING
2'-6"
AREA.
EXPOSE THE STEEL PIPE SLEEVE WITHIN THE DEMO
STEM. CONCRETE DEMO SHALL COMPLETELY
OR SMALLER POWER TOOLS IN THE VICINITY OF THE
DEMOLITION BY LIMITING METHODS TO HAND TOOLS
THE VALVE STEM EXTENSION DURING CONCRETE
CONTRACTOR SHALL TAKE MEASURES TO PROTECT
BY-PASS VALVE STEM EXTENSION (TO REMAIN.)
BY-PASS VALVE STEM CHASE (TO REMAIN)
8" VENT PIPE
2" DRAIN PIPE
B4
SD102
A4
SD102
SEE MECHANICAL SHEETS.
2. ANCHORAGE LINKAGE ASSEMBLY NOT SHOWN FOR CLARITY,
2'-0"
L ANCHORAGE
L EXIST. LIGHT STD.C
C
20'-0"
N
S L F
Y S
D .d g n
D4
OPP
121.00
ELEVATION
119.12
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
1' 2'0 6" "=1'2
1SCALE: 1
AND SD502 AND SHEET S-001.
1. ADDITIONAL DEMO DETAILS FOUND ON SHEETS SD501
M O
L
IT
IO
N G
A T
E S
O U
T H
MONOLITH S-35
M O
N O
L
IT
H J
O
IN
T S
T A .1
B
(SD101, SD102, SD103, SD104)
EXTENSION (TO REMAIN)
BY-PASS VALVE STEM
(TO REMAIN)
CAST IRON VALVE BOX
(TO REMAIN)
PIPE SLEEVE
EXIST. 4" STEEL
C L
E V
E R A
R M P
IN
L
L
AT FINAL DEMO)
PLATE (REMOVE AND DISCARD
EXISTING 14"x1"x1'-8" BEARING
2.53
1'-4" FIELD VERIFY
SEE ELECTRICAL SHEETS
EXISTING CONDUIT
DEMOLITION LIMIT
SEE SECTION A4 ON SD102.
BASE. LIGHT STANDARD TO BE PRESERVED AND RE-INSTALLED.
DEMOLITION TO ENCOMPASS EXISTING LIGHT STANDARD
6'-0" ± FINAL DEMO
10'-1"
3'-11"
W
X K -1
-R -0
FLUSH AT CONCRETE DEMOLITION LINE
EL. 119.38. TRIM EXISTING ANCHOR RODS
PLATE AREA, AT FINAL DEMO, AS SHOWN TO
REMOVE EXISTING CONCRETE IN BRG.
RECESS
MACHINERY
GATE
INITIAL DEMOLITION
3'-8"
5'-10"
(REMOVE AT FINAL DEMO - TYPICAL)
EXISTING ANCHORAGE PIN PLATE
WITH CONCRETE DEMOLITION LINE
GRIND EXISTING ANCHOR BOLTS FLUSH
(REMOVE AND DISCARD AT FINAL DEMO)
SECONDARY ANCHORAGE BEARING P
F
IN
A L D
E M
O
EXISTING ANCHORAGE
EXISTING ANCHORAGE
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 E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
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D E
T R
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D
IS
T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
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IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
2'-0"
ANCHORAGE CENTERLINE
LIGHT STANDARD
CENTERLINE EXISTING
3'-0"
1'-10"
4"2'-6"
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD102
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
3'-8"
P L
A N
'-1
'-0
'-6
'-8
R D
K
GENERAL SHEET NOTES
0 1' 2' 4'"=1'8
3SCALE: 0 1' 2' 4'"=1'8
3SCALE:
PLAN - GATE 5 - NORTH
B1
FLOW
SD302
A1
SD302
A3
(TO REMAIN)
BUTTON
SNUBBING
EXISTING
B4
8'-0"
1'-0"
8"
EL. 118.0
EL. 117.0
EL. 118.0
DEMO TO
16" Ø
CONCRETE DEMO AT EL. 118.0
CUT 8" VENT PIPE FLUSH WITH
8" VENT PIPE TO EL. 118.0
PRESERVE PROTRUDING PORTION OF
OVEREXCAVATE AREA SHOWN 8" DEEP,
SHEAR K
EY D
EMO
TO E
LE
V.
6.6
" GRATE4
1REMOVE AND DISCARD 1
EXISTING VENT RECESS
EL.
9.1
DEMO T
O
AT DEMO
CUT DRAIN PIPE
CUT PIPE AT DEMO
B4
DETAIL
0 1' 2' 3'"=1'4
3SCALE:
A4 0 1' 2' 3'"=1'4
3SCALE:
SECTION
EL. 117.50
EL. 116.66
EL. 121.0
A4
5'-10"
TO GALLERY. SEE ELECTRICAL SHEETS
DISCONNECT AND PULL WIRING
SEE DETAILS ON SHEET SD101
BY-PASS VALVE STEM EXTENSION (TO REMAIN)
DRAWING D1-48-01)
(FILLED WITH CONCRETE - SEE REF
ORIGINAL LIGHT STANDARD RECESS
8" VENT PIPE
3" DRAIN PIPE
2" DRAIN PIPE
SAWCUT 8" WIDE TRENCH
DEMOLITION AREA
LIMIT OF SHEAR KEY
S L F
Y S
D .d g n
N
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
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R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
M O
L
IT
IO
N G
A T
E N
O R
T H
MONOLITH N-35
S-001, SD501 AND SD502.
1. ADDITIONAL DEMOlLITION DETAILS FOUND ON SHEETS
FLAP VALVE
SEAT ANGLES AND
REMOVE AND DISCARD
D4
SD101
C L
E V
E R A
R M P
IN
FACE OF LOCK WALL
GATE 5 SOUTH OPPOSITE HAND
GATE 5 NORTH SHOWN
2.53
2.53
SHEET SG508.
DEMOLISHED AS SHOWN IN DETAIL B4, ARE LOCATED ON
REBUILDING DETAILS FOR VENT PIPING AND DRAIN PIPING, 3.
SEE MECHANICAL SHEETS.
2. ANCHORAGE LINKAGE ASSEMBLY NOT SHOWN FOR CLARITY,
FOR EMBEDDED CONDUIT
SEE ELECTRICAL SHEETS
PRESERVE PROTRUDING PORTION OF 3" PIPE
ONLY.) OVEREXCAVATE AREA SHOWN 4" DEEP,
3" DRAIN PIPE (APPLIES TO GATE 5-NORTH
SEE SECTION A4 THIS SHEET
BASE. LIGHT STANDARD TO BE PRESERVED AND RE-INSTALLED.
DEMOLITION TO ENCOMPASS EXISTING LIGHT STANDARD
AT FINAL DEMO)
PLATE (REMOVE AND DISCARD
SECONDARY ANCHOR BEARING
W
X K -1
-R -0
STANDARD.
TEMPORARY SUPPORTS, TO PREVENT DAMAGE TO THE EXISTING LIGHT
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES, INCLUDING
PRACTICABLE. DURING DEMOLITION, HANDLING AND RE-INSTALLATION,
EMBEDDED PORTION OF THE LIGHT STANDARD AS MUCH AS
FOR LATER INSTALLATION BY SAWCUTTING CONCRETE FROM THE
REMOVAL, CONTRACTOR SHALL PREPARE THE LIGHT STANDARD
OF THE SHEAR KEY DEMOLITION AREA. AFTER MAJOR BLOCK
STANDARD IS ENCOMPASSED WITHIN THE MAJOR BLOCK REMOVAL
CONTRACTOR SHALL ENSURE EMBEDDED PORTION OF LIGHT
EXISTING LIGHT STANDARD SHALL BE PRESERVED FOR RE-USE.
RECESS
MACHINERY
EDGE OF GATE
IN
IT
IA
L D
E M
O L
IT
IO
N F
IN
A L D
E M
O
EXIST. ANCHORAGE
(REMOVE AT FINAL DEMO - TYPICAL))
EXIST. ANCHORAGE PIN PLATE
3'-0"
1'-6"
3'-
M O
N O
L
IT
H J
O
IN
T S
T A .1
B
'-1
'-0
6'- 0"
INI
TIA
L D
EMO
FIN
AL D
EMO
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD103
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
FACE OF LOCK
DEMOLITION LIMITS
A1
SD303
A3
SD303
3'-8"
R D
K
GENERAL SHEET NOTES
FLOW
PLAN - GATE 2 - SOUTH
A1
1'-6"1'-6"
1'-6" 1'-6"
CONTROL BUILDING WALL
C4
SD104
T/LOCK WALL
WITH DEMO RECESS
SAWCUT BUTTON FLUSH
A4
DETAIL
CENTERLINE SECONDARY ANCHOR PIN
DEMOLITION LIMIT
SEE MECHANICAL SHEETS.
2. ANCHORAGE LINKAGE ASSEMBLY NOT SHOWN FOR CLARITY;
(REMOVE AT FINAL DEMO - TYPICAL)
EXISTING ANCHORAGE PIN PLATE
A4 THIS SHEET
ONLY) SEE DETAIL
DISCARD (GATE 2 SOUTH
BUTTON REMOVE AND
EXISTING SNUBBING
BUTTON (TO REMAIN)
EXISTING SNUBBING
S L F
Y S
D .d g n
C H
IP
P E
W A C
O U
N T
Y
M I
(O P
T
IO
N A
L I T
E M
P L
A N D
E M
O L
IT
IO
N G
A T
E S
O U
T H
"2
3'-6
N
OPP
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N
SLUICE VALVE STEM EXTENSION (TO REMAIN)
MONOLITH S-6
M O
N O
L
IT
H J
O
IN
T S
T A .0 A
M O
N O
L
IT
H J
O
IN
T S
T A .0 A
2'-0"
(REMOVE AND DISCARD AT FINAL DEMO)
SECONDARY ANCHORAGE BEARING PLATE
LEVER ARM & PIN
CENTERLINE
ANCHORAGE
C REPLACEMENTL
10°
C P
IN
P .I
L
SD101
D4
2.53
F
IN
A L D
E M
O
S-001, SD501 AND SD502.
1. ADDITIONAL DEMOLITION DETAILS LOCATED ON SHEETS
3. SEE ELECTRICAL SHEET FOR EMBEDDED CONDUITS.
SEE SHEET EG103
EMBEDDED CONDUITS
SEE EG103
EMBEDDED CONDUIT
ANCHOR PIN
SECONDARY
CENTERLINE
3'-11"
6'-0" ± FINAL DEMO
20'-0"
10'-1"
14'-0" INITIAL DEMO
L PIN
C
W
X K -1
-R -0
AIR DUCT 5" x 3'-4"
IN
IT
IA
L D
E M
O
0 2' 4'1' "=1'8
3SCALE:
1' 2'0 6""=1'2
1SCALE: 1
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD104
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
0 2' 4'1'
FACE OF LOCK
"=1'8
3SCALE:
DEMOLITION LIMITS
DEMOLITION LIMITS
A1
SD304
A3
SD304
BUTTON
SNUBBING
EXISTING
3'-8"
'-1
3'-
'-0
'-6
"3 '-0
'-1
'-8
R D
K
GENERAL SHEET NOTES
FLOW
A1
PLAN GATE 2 NORTH
1"
EDGE OF DEMOLITION
C4
DETAIL
SD103C4
1'-6"1'-6"
1'-6" 1'-6"
A4
2" RAD.
1"
A4
SECTION
"=1'2
1SCALE: 1 1'0 6"
CENTERLINE SECONDARY ANCHOR
SURVEY MARKER
FACE OF CONTROL HOUSE WALL
TOP/LOCK WALL EL. VARIES
DEMOLITION LIMIT
SEE MECHANICAL SHEETS.
2. ANCHORAGE LINKAGE ASSEMBLY NOT SHOWN FOR CLARITY,
S L F
Y S
D .d g n
WALL
FROM CONTROL BUILDING
MAINTAIN 1" CLEARANCE
C H
IP
P E
W A C
O U
N T
Y
M I
(O P
T
IO
N A
L I T
E M
P L
A N D
E M
O L
IT
IO
N G
A T
E N
O R
T H
N
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N
SLUICE VALVE STEM EXTENSION (TO REMAIN)
N O
L
IT
H J
O
IN
T S
T A .0 A
M O
N O
L
IT
H J
O
IN
T S
T A .0 A
MONOLITH N-6
"=1'
1SCALE: 1' 2'0 6"
LEVER ARM & PIN
CENTERLINE
P .I
C P
IN
L
10°
ANCHORAGE
C REPLACEMENT L
SD101
D4
FINAL DEMO)
PLATE (REMOVE AND DISCARD AT
SECONDARY ANCHORAGE BEARING
6'- 0"
± F
INAL D
EMO
F
IN
A L D
E M
O
2.53
'-1
SEE SHEET EG104
EMBEDDED ELECTRICAL CONDUITS
S-001, SD501 AND SD502.
1. ADDITIONAL DEMOLITION DETAILS LOCATED ON SHEETS
3. SEE ELECTRICAL SHEETS FOR EMBEDDED CONDUITS.
CENTERLINE SECONDARY ANCHOR
EXISTING ANCHORAGE
PIN PLATE
(REMOVE AND DISCARD
AT FINAL DEMO)
'-0
" IN
ITI
AL D
EMO
CONTROL HOUSE WALL
W
X K -1
-R -0
AIR DUCT
AIR DUCT 5" x 3'-4"
IN
IT
IA
L D
E M
O1 '-2
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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T E
A P
P R
®of Engineers
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B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
L EXIST. ANCHOR PIN
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD301
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
A1
EXISTING ANCHORAGE
EXISTING ANCHORAGE
S E
C T
IO
N S
EL. 116.66
EL. 119.12
EL. 116.66
R D
K
GENERAL SHEET NOTES
1. FOR DEMOLITION NOTES, SEE SHEET S-001.
GALLERY
FACE OF LOCK
CULVERT CULVERT
C
OF DEMOLITION LIMITS
SEE SD101 FOR FOOTPRINT
OF DEMOLITION LIMITS
SEE SD101 FOR FOOTPRINT
CULVERT VALVE RECESS
4' 8'0 2'"=1'4
1SCALE:
SECTION AT PRIMARY ANCHORAGE
A3 4' 8'0 2'"=1'4
1SCALE:
SECTION AT SECONDARY ANCHORAGE
SD101SD101
SNUBBING BUTTON (BEYOND) TO REMAIN
(RELOCATE)
EXIST. LIGHT STANDARD
STEM EXTENSION (TO REMAIN)
EXISTING BY-PASS VALVE
(RELOCATE)
EXIST. AIR VENT RECESS
8" Ø AIR VENT (MODIFY/RELOCATE)
PIPE (RELOCATE)
VENT RECESS DRAIN
AND SD502.
3. ADDITIONAL DEMOLITION DETAILS ON SHEETS SD501
S L F
Y S
D .d g n
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
B1
A4
SD501
EL. 121.00
EL. 120.042
C PIN P'sL L
C PIN P'sLL
EL. 109.00
EL. 102.00
EL. 102.00
EL. 109.00
/0
/2
M O
L
IT
IO
N G
A T
E S
O U
T H
FLOW
ELECTRICAL ROOM
ELECTRICAL ROOM
M O
N O
L
IT
H J
O
IN
T S
T A .5 B
M O
N O
L
IT
H J
O
IN
T S
T A .1
B
SEE MECHANICAL SHEETS.
2. ANCHORAGE LINKAGE ASSEMBLY NOT SHOWN FOR CLARITY,
T/SILL
GATE 5 SOUTH GATE 5 SOUTH
AND LOCATIONS.
AND DRAWING SG601 TO DETERMINE EXACT ELEVATIONS
CONDUCT A CONTROL SURVEY PER THE SPECIFICATIONS
4. ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL
BY-PASS VALVE RECESS
EL. 62.13
W
X K -1
-R -0
TOP/WALL TOP/WALL
EL. 119.12
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD302
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
A1
EXISTING ANCHORAGE
S E
C T
IO
N S
EL. 116.66
EL. 121.00
EL. 119.12 EL. 119.12
EL. 116.66
R D
K
GENERAL SHEET NOTES
1. FOR DEMOLITION NOTES, SEE SHEET S-001.
FACE OF LOCK
GALLERY
CULVERT
CULVERT
GALLERY
CULVERT VALVE RECESS
SECTION THRU PRIMARY ANCHORAGE
4' 8'0 2'"=1'4
1SCALE:
A3
4' 8'0 2'"=1'4
1SCALE:
SECTION THRU SECONDARY ANCHORAGE
SD102 SD102
BY-PASS VALVE RECESS
GATE 5 - NORTH GATE 5 - NORTH
(RELOCATE)
EXISTING LIGHT STANDARD
SNUBBING BUTTON (BEYOND) TO REMAIN
EXISTING ANCHORAGE
RECESS (RELOCATE)
EXISTING AIR VENT
PIPE (RELOCATE)
VENT RECESS DRAIN
EXTENSION (TO REMAIN)
BY-PASS VALVE STEM
8" Ø AIR VENT PIPE (MODIFY/RELOCATE)
AND SD502.
3. ADDITIONAL DEMOLITION DETAILS ON SHEETS SD501
S L F
Y S
D .d g n
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
B1
SD501
A4
M O
L
IT
IO
N G
A T
E N
O R
T H
FLOW
ELECTRICAL ROOM
ELECTRICAL ROOM
M O
N O
L
IT
H J
O
IN
T S
T A .1
B
M O
N O
L
IT
H J
O
IN
T S
T A .5 B
SEE MECHANICAL SHEETS.
AND DRAWING SG601 TO DETERMINE EXACT ELEVATIONS
CONDUCT A CONTROL SURVEY PER THE SPECIFICATIONS
4. ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL
EL. 109.0
EL. 102.0
C PIN PL'SL
EL. 109.0
EL. 102.0
OF DEMOLITION LIMITS
SEE SD102 FOR FOOTPRINT
W
X K -1
-R -0
TOP/WALL
TOP/WALL
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
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IE
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D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
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 E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
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B
C O
E S R
E V
IE
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B
C O
E S R
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IE
W
D
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J
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B
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E V
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W R
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E B
B C
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S R
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IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
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A D
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D V
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T
IS
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U N
S T L
O U
IS
D
IS
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IC
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D E
T R
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IT
D
IS
T R
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A R
M Y C
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P S O
F E
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IN
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R S
N D
C
IN
L A
N D N
A V
A G
A T
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N D
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IG
N C
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T E
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V D
L
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S G
D F
S L F
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A N
S I
D
SD304
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
C
A1
EL. 116.66
EL. 119.12 EL. 119.12
EL. 116.66
DEMOLITION LIMITS
C
SD104
R D
K
GENERAL SHEET NOTES
1. FOR DEMOLITION NOTES, SEE SHEET S-001.
EXISTING PRIMARY ANCHORAGE
EXISTING SECONDARY ANCHORAGE
SECTION AT PRIMARY ANCHORAGE
A3
SD104
4' 8'0 2'"=1'4
1SCALE: 4' 8'0 2'"=1'4
1SCALE:
SECTION AT SECONDARY ANCHORAGE
L ANCHOR PIN
L ANCHOR PIN
SNUBBING BUTTON TO REMAIN
AND SD502.
3. ADDITIONAL DEMO DETAILS FOUND ON SHEETS SD501
S L F
Y S
D .d g n
C H
IP
P E
W A C
O U
N T
Y
M I
(O P
T
IO
N A
L I T
E M
D E
M O
L
IT
IO
N G
A T
E N
O R
T H S
E C
T
IO
N S
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
(TO REMAIN)
CONTROL HOUSE CH-1N
(TO REMAIN)
CONTROL HOUSE CH-1N
SD104 FOR DEMO PLAN VIEW
DEMOLITION LIMITS SEE SHEET
SD104 FOR DEMO PLAN VIEW
DEMOLITION LIMITS SEE SHEET
B1 A4
SD502 SD502
C PIN P's
C PIN P'sLL L L
GALLERY
EL. 83.83 EL. 83.83
N O
L
IT
H J
O
IN
R S
T A .0 A
M O
N O
L
IT
H J
O
IN
T S
T A .0 A
ELECTRICAL ROOM
ELECTRICAL ROOM
FLOW
SEE MECHANICAL SHEETS.
GATE 2 NORTH GATE 2 NORTH
AND DRAWING SG601 TO DETERMINE EXACT ELEVATIONS
CONDUCT A CONTROL SURVEY PER THE SPECIFICATIONS
4. ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL
LADDER WELL
SLUICE GATE RECESS
CROSSOVER
SUMP
23465
CULVERT
W
X K -1
-R -0
TOP/WALLTOP/WALL
EL. 117.50
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD501
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W
X K -1
-R -0
S T
E V
E N M
H O
B B
S P .E
B1
P R
IM
A R
Y A
N D S
E C
O N
D A
R Y A
N C
H O
R A
G E
A1 C
EL. 121.00
EL. 119.12
A1
SECTION
EL. 119.12
EXIST. PRIMARY ANCHORAGE
B1
SECTION
EL. 119.12
EL. 119.38
EL. 116.66
EXIST. SECONDARY ANCHORAGE
A4
SECTION
GENERAL SHEET NOTES
VENT RECESS
2.53
ANCHORAGE TO BE REMOVED
PORTION OF EXISTING
R D
K
DEMOLITION.
1. SEE SPECIFICATIONS FOR DEFINITION OF INITIAL AND FINAL
EL. 118.0
EL. 117.0
8'-0"
CUT 8" TRENCH
DEMO TO EL. 118.0
EL. 119.0
LIMIT OF CONCRETE DEMO
C VALVE VENT PIPEL
CUT VENT PIPE AT DEMOLITION LINE
D E
M O
L
IT
IO
N D
E T
A
IL
S G
A T
E
NOT BE DISTURBED.
3. DURING INITIAL DEMOLITION, EXISTING ANCHORAGE SHALL
MAY BE REMOVED BY FLAME CUTTING AND DISCARDED.
4. AT FINAL DEMOLITION, EXISTING PORTION OF ANCHORAGE
CONSTRUCTION.
5. SEE SPECIFICATIONS FOR COMPLETE SEQUENCE OF
HAND.
7. SOUTH MONOLITH SHOWN, NORTH MONOLITH OPPOSITE
RE-USE (SEE SPECS)
REMOVE AND RETAIN FOR
EXISTING LIGHT STANDARD
EL. 116.66
LIMIT OF CONCRETE DEMOLITION
EL. 121.0 (REF. NOTE 8)
EL. 121.00 (NOTE 8)
LIMIT OF CONCRETE DEMO
PLAN SECONDARY ANCHORAGE (GATE 5)
PLAN PRIMARY ANCHORAGE - GATE 5
C4
SD102
EXISTING 8" VENT PIPE
EXISTING DRAIN PIPE
EXISTING 3" DRAIN PIPE
EL. 118.0
A4
SD102
BUTTON TO REMAIN
EXISTING SNUBBING
S L F
Y S
D .d g n
CONCRETE.
DRAWINGS ARE AT THE FACE OF THE LOCK CHAMBER WALL
AT 1”IN 10 FT. TOP OF WALL ELEVATIONS GIVEN ON THE
TOP OF LOCK WALLS SLOPE AWAY FROM LOCK CHAMBER 8.
FLOW
B4
A4
A1
C1
F L
O W
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
9. FOR DIMENSIONS OF DEMOLITION, SEE SHTS. SD101 & SD102
SD102 AND SPECIFICATIONS)
STANDARD BASE (SEE SHEET
DEMO TO ENCOMPASS LIGHT
SEE DETAIL D4 ON SHEET SD101
(TO REMAIN)
BY-PASS VALVE STEM EXTENSION
BE DAMAGED DURING INITIAL DEMOLITION
INITIAL DEMOLITION. EXISTING ANCHORAGE MUST NOT
NOT BE DAMAGED DURING INITIAL DEMOLITION
INITIAL DEMOLITION. EXISTING ANCHORAGE MUST
PORTION OF EXISTING ANCHORAGE FRAME
DEMOLITION LIMIT
LOCATIONS ARE DEFINED ON THE REFERENCE DRAWINGS.
EM 385-1-1 DURING DEMOLITION IN THIS AREA. MASTIC
CONTRACTOR SHALL FOLLOW APPLICABLE SECTIONS OF
EXISTING GATE ANCHORAGE CONTAINS ASBESTOS.
10. THE EXISTING MASTIC MATERIAL LOCATED AROUND THE
SEE NOTE 10
SEE NOTE 10
TOOLS OR HAND CHIPPING ONLY IN VICINITY OF EXISTING ANCHORAGE.
BE EXPOSED AT INITIAL DEMOLITION; SEE NOTE 6. USE SMALLER POWER
TOP SURFACE OF EXISTING ANCHORAGE STEEL IN THIS AREA SHALL
TOOLS OR HAND CHIPPING ONLY IN VICINITY OF EXISTING ANCHORAGE.
BE EXPOSED AT INITIAL DEMOLITION; SEE NOTE 6. USE SMALLER POWER
TOP SURFACE OF EXISTING ANCHORAGE STEEL IN THIS AREA SHALL
SHALL LOCATE THE EXISTING ANCHORAGE FRAME.
6. PRIOR TO ANY DEMOLITION OPERATION, THE CONTRACTOR
SEE ELECTRICAL SHEETS
DE-ENERGIZED AND RE-ROUTED PRIOR TO DEMOLITION.
2. AFFECTED EMBEDDED ELECTRICAL CIRCUITS TO BE
EXCAVATED AREAS DUE TO HIGH WATER OR WAVE ACTION.
NECESSARY TO PREVENT INFLOW OF RIVER WATER TO
11. THE CONTRACTOR SHALL PROVIDE A TEMPORARY DAM AS
SEE NOTE 11
SEE NOTE 11
EL. 118.00
6'-0" FINAL DEMO
14'-0" INITIAL DEMO
5'-0" FINAL DEMO1'-0" 14'-0" INITIAL DEMO
PORTION OF EXIST ANCHORAGE FRAME
6'-0" FINAL DEMO14'-0" INITIAL DEMO
LC PIN
C PINL
5'-0" FINAL DEMO 14'-0" INITIAL DEMO
C PINL
TO BE REMOVED AT FINAL DEMOLITION
2' 4'0 1'"=1'2
1SCALE:
"=1'2
1SCALE: 2' 4'0 1'
"=1'2
1SCALE: 2' 4'0 1'
"=1'2
1SCALE:
2' 4'0 1'"=1'2
1SCALE:
2' 4'0 1'
L EXISTING ANCHORAGE
1'-0"
TO BE REMOVED AT FINAL DEMOLITION
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
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T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
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D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
J R
S G
D F
S L F
Y
:1
A N
S I
D
SD502
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
S T
E V
E N M
H O
B B
S P .E
S L F
Y S
D .d g n
A1
SECTION
EL. 119.12
B1
SECTION
EXIST. PRIMARY ANCHORAGE
EL. 119.12
EL. 116.66
3'-0"
2.53
EL. 119.12
EL. 116.66
EL. 119.375
A4
SECTION
FLOW
DEMOLITION
LIMITS OF CONC.
DEMOLITION
LIMIT OF CONCRETE
R D
K
GENERAL SHEET NOTES
DEMOLITION.
1. SEE SPECIFICATIONS FOR DEFINITION OF INITIAL AND FINAL
A2
SECTION
3'-8"
EL. 116.66
PLAN PRIMARY ANCHOR - GATE 2
PLAN SECONDARY ANCHOR - GATE 2
MAY BE REMOVED BY FLAME CUTTING AND DISCARDED.
4. AT FINAL DEMOLITION, PORTION OF EXISTING ANCHORAGE
CONSTRUCTION.
5. SEE SPECIFICATIONS FOR COMPLETE SEQUENCE
NOT BE DISTURBED.
3. DURING INITIAL DEMOLITION, EXISTING ANCHORAGE SHALL
HAND.
7. SOUTH MONOLITH SHOWN, NORTH MONOLITH OPPOSITE
P R
IM
A R
Y A
N D S
E C
O N
D A
R Y A
N C
H O
R A
G E
EL. 118.00
DEMO TO WITHIN 1" OF EXISTING CONTROL HOUSE WALL
SEE DETAIL C4 ON SHEET SD104
CONCRETE.
DRAWINGS ARE AT THE FACE OF THE LOCK CHAMBER WALL
AT 1”IN 10 FT. TOP OF WALL ELEVATIONS GIVEN ON THE
TOP OF LOCK WALLS SLOPE AWAY FROM LOCK CHAMBER 8.
EL. 121.00 (NOTE 8)
EL. 121.00 (NOTE 8)
EL. 121.00 (NOTE 8) EL. 121.00 (NOTE 8)
BY-PASS VALVE STEM EXTENSION
EXISTING SNUBBING BUTTON
REMOVE AND DISCARD
(MONO S-8;GATE 2S ONLY)
EXISTING SNUBBING BUTTON
REMOVE AND DISCARD
(MONO S-8;GATE 2S ONLY)
(O P
T
IO
N A
L I T
E M
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
B4
B1
A1
A2
D1
F L
O W
A1
A2 A4
D E
M O
L
IT
IO
N D
E T
A
IL
S G
A T
E
9. FOR DIMENSIONS OF DEMOLITION, SEE SHTS. SD103 & SD104.
L REPLACEMENT ANCHORAGE
TO BE REMOVED AT FINAL DEMOLITION
LOCATE THE EXISTING ANCHORAGE FRAMES.
6. PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL
TO BE REMOVED AT FINAL DEMOLITION
PORTION OF EXISTING ANCHORAGE
LOCATIONS ARE DEFINED ON THE REFERENCE DRAWINGS.
EM 385-1-1 DURING DEMOLITION IN THIS AREA. MASTIC
CONTRACTOR SHALL FOLLOW APPLICABLE SECTIONS OF
EXISTING GATE ANCHORAGE CONTAINS ASBESTOS.
10. THE EXISTING MASTIC MATERIAL LOCATED AROUND THE
SEE NOTE 10
SEE NOTE 10
ANCHORAGE
POWER TOOLS OR HAND CHIPPING ONLY IN VICINITY OF EXISTING
BE EXPOSED AT INITIAL DEMOLITION; SEE NOTE 6. USE SMALLER
TOP SURFACE OF EXISTING ANCHORAGE STEEL IN THIS AREA SHALL
EXCAVATED AREAS DUE TO HIGH WATER OR WAVE ACTION.
NECESSARY TO PREVENT INFLOW OF RIVER WATER TO
11. THE CONTRACTOR SHALL PROVIDE A TEMPORARY DAM AS
SEE ELECTRICAL SHEETS.
DE-ENERGIZED AND RE-ROUTED PRIOR TO DEMOLITION.
2. AFFECTED EMBEDDED ELECTRICAL CIRCUITS TO BE
SEE NOTE 11
PORTION OF EXIST ANCHORAGE FRAME
14'-0" INITIAL DEMO 5'-0" FINAL CONC DEMO
SEE NOTE 11
1'-0"
DURING INITIAL DEMOLITION
EXISTING ANCHORAGE. EXISTING STEEL SHALL NOT BE DAMAGED
USE HAND CHIPPING OR SMALLER POWER TOOLS IN VICINITY OF
" OF EXISTING STEEL ANCHORAGE.2
1INITIAL DEMOLITION TO WITHIN
5'-6" FINAL DEMOLITION INITIAL DEMOLITION (SEE SD103 & SD104)
INITIAL DEMOLITION (SEE SD103 & SD104)5'-6" FINAL CONC DEMO
W
X K -1
-R -0
2' 4'0 1'
"=1'2
1SCALE:
"=1'2
1SCALE:
2' 4'0 1'"=1'2
1SCALE: 2' 4'0 1'"=1'2
1SCALE:
2' 4'0 1'"=1'2
1SCALE:
2' 4'0 1'
"=1'2
1SCALE: 2' 4'0 1'
14'-0" INITIAL DEMOLITION
6'-0" FINAL DEMO
EXIST. SECONDARY ANCHORAGE
INITIAL DEMOLITION. EXISTING STEEL ANCHORAGE MUST
NOT BE DAMAGED DURING INITIAL DEMOLITION.
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 E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
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IE
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D
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A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
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A C
K C
H E
C K
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R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
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D
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T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SG502
C1
J R
S G
D F
S L F
Y
:1
A N
S I
D
SG101
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W
X K -1
-R -0
A1
GATE 5 - SOUTH PLAN
A1
SG301
R D
K
S T
E V
E N M
H O
B B
S P .E
R E
P L
A C
E M
E N
T A
N C
H O
R A
G E
S
MONOLITH S-35
G A
T E S
O U
T H P
L A
N
A3
SG301
2'0 4'1'"=1'8
3SCALE:
RELOCATED EXISTING
LIGHT STANDARD
RELOCATED AIR
VENT RECESS
SEE SG508
C RELOCATED LIGHT STANDARDL
N
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
S L F
Y S
G .d g n
NEW DRAIN PIPE
NEW AIR VENT PIPE
AND FLAP VALVE
PLUG AND ABANDON
EXIST. DRAIN PIPE
EMBEDDED ELECTRICAL CONDUITS
AND OVERLOAD REGULATOR
RECESS FOR GATE LINKS
GENERAL SHEET NOTES
1. SEE ELECTRICAL SHEETS FOR EMBEDDED CONDUITS.
MONOLITH JOINT STA. 921.5 B
FACE OF LOCKWALL
NEW SECONDARY ANCHOR FRAME
C/L PRIMARY ANCHORAGE
C/L SECONDARY ANCHORAGE
C/L GUDGEON PIN
NEW PRIMARY ANCHORAGE
EXIST. SNUBBING BUTTON
M O
N O
L
IT
H J
O
IN
T S
T A .5 B
M O
N O
L
IT
H J
O
IN
T S
T A .1
B
CULVERT BULKHEAD RECESS
EXISTING SNUBBING BUTTON
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 E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
D A
T E
M A
R K
D E
S C
R
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T
IO
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R A
C T N
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A D
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T
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S T L
O U
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D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
J R
S G
D F
S L F
Y
:1
A N
S I
D
SG102
S T
R U
C T
U R
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W
X K -1
-R -0
A1
GATE 5 - NORTH PLAN
A4
SG302
R D
K
S T
E V
E N M
H O
B B
S P .E
R E
P L
A C
E M
E N
T A
N C
H O
R A
G E
S
MONOLITH N-35
G A
T E N
O R
T H P
L A
N
A1
SG302
0 2' 4'1' "=1'8
3SCALE:
S L F
Y S
G .d g n
SEE SG502
VENT RECESS
RELOCATED AIR
SEE SG502
LIGHT STANDARD
RELOCATED EXISTING
PLUG AND ABANDON DRAIN PIPE
NEW DRAIN PIPE
NEW AIR VENT PIPE
SEE SG508
TO BE RE-ROUTED
EXIST. DRAIN PIPE
N
C H
IP
P E
W A C
O U
N T
Y
M I
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
AND OVERLOAD REGULATOR
RECESS FOR GATE LINKS
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US Army Corps
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SHEET
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US Army Corps
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
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TOP/SILL
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SECTION THRU SECONDARY ANCHORAGE
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GATE 5 - SOUTH MONOLITH S-35GATE 5 - SOUTH MONOLITH S-35
SG101 SG101
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EL. 109.00
EL. 102.00
EL. 110.67 BOTTOM OF ANCHORS
AND DRAWING SG601 TO DETERMINE EXACT ELEVATIONS
CONDUCT A CONTROL SURVEY PER THE SPECIFICATIONS
1. ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL
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STEM EXTENSION
BY-PASS VALVE
CULVERT
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
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IE
W
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EL…
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