Montgomery_Dam_Gate_Install_Contract_W911WN-15-B-0004.pdf
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- W911WN-15-B-0004
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| File | Type | Posted |
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| BIDRESULTS.pdf | ||
| LMOO_100_G-0085-A.pdf | ||
| 01_35_00.00_08.pdf | ||
| LMOO_100_G-0086-A.pdf | ||
| 35_01_40.71.pdf | ||
| W911WN-15-B-0004-0001.pdf | ||
| Reference_Drawings.pdf | ||
| Government_furnished_materials_reference_drawings.pdf | ||
| Site_Visit_Attendees.pdf | ||
| W911WN-15-B-0004.pdf | ||
| Certified_Final_Technical_Specifications.pdf |
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Text version
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
PENNSYLVANIA
BEAVER COUNTY
MONTGOMERY LOCKS AND DAM
OHIO RIVER
RFP No. W911WN-15-B-0004
CONTRACT
DAM GATE INSTALLATION 2015
CERTIFIED FINAL DOCUMENTS
MARCH 2015
IP
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NAMEFILE
CODE
DWG
NO.
IDSHEET
TITLEDRAWING
GENERAL
LMOO_100_G-0085 100 G-0085 INDEX DRAWINGCONTRACT
LMOO_100_G-0086 100 G-0086 INDEX DRAWING FURNISHED GOVERNMENT ANDREFERENCE
LMOO_100_G-0087 100 G-0087 MAP VICINITY AND LOCATIONPROJECT
LMOO_204_G-2088 204 G-2088 ELEVATION HOUSING MACHINERY AND DAM EXISTING ANDNEW
SURVEY
LMOO_204_V-1110 204 V-1110 SOUNDINGS AND PLAN CONTROLSURVEY
CIVIL
LMOO_204_C-1105 204 C-1105 LIMITS WORKCONTRACTOR
DEMOLITIONSTRUCTURAL
LMOO_540_SD2105 540 SD2105 ELEVATIONS DEMOLITION HOUSING MACHINERY ANDDAM
LMOO_540_SD2106 540 SD2106 ELEVATION DEMOLITION AND PLAN HOUSING MACHINERY ANDDAM
LMOO_540_SD3107 540 SD3107 DETAIL AND SECTIONS DEMOLITION MASONRY PIERDAM
STRUCTURAL
LMOO_100_S-0140 100 S-0140 NOTESSTRUCTURAL
LMOO_540_S-2141 540 S-2141 AND ELEVATION HOUSING MACHINERY AND PIER DAM TYPICAL ARRANGEMENTSGENERAL
LMOO_541_S-2142 541 S-2142 USE INNOT
LMOO_541_S-2143 541 S-2143 USE INNOT
LMOO_541_S-2144 541 S-2144 (OPTION) ELEVATIONS EXISTING AND NEW MODIFICATIONS 5 HOUSINGMACHINERY
LMOO_541_S-2145 541 S-2145 OPTION) AND (BASE ELEVATIONS EXISTING AND NEW MODIFICATIONS 6 HOUSINGMACHINERY
LMOO_541_S-2146 541 S-2146 ) (BASE ELEVATIONS EXISTING AND NEW MODIFICATIONS 7 HOUSINGMACHINERY
LMOO_541_S-2147 541 S-2147 ) (BASE ELEVATIONS EXISTING AND NEW MODIFICATIONS 8 HOUSINGMACHINERY
LMOO_541_S-2148 541 S-2148 USE INNOT
LMOO_541_S-3149 541 S-3149 W/OPTION CONTRACT BASE ELEVATION FRAMING 5 PIER MODIFICATIONS HOUSINGMACHINERY
LMOO_541_S-3150 541 S-3150 W/OPTION CONTRACT BASE ELEVATION FRAMING 6 PIER MODIFICATIONS HOUSINGMACHINERY
LMOO_541_S-5151 541 S-5151 CONTRACT BASE ELEVATION FRAMING 8 AND 7 PIERS MODIFICATIONS HOUSINGMACHINERY
LMOO_541_S-5152 541 S-5152 DETAILS AND SECTIONS 8 AND 7, 6, 5, PIER MODIFICATIONS HOUSINGMACHINERY
LMOO_541_S-3154 541 S-3154 DETAILS AND SECTIONS, PLAN, PLATFORM ACCESSMACHINERY
LMOO_555_S-5155 555 S-5155 DETAILS AND SECTIONS PLAN, PLATFORM ACCESSMACHINERY
LMOO_541_S-3156 541 S-3156 SECTIONS PLATFORM, ACCESSMACHINERY
LMOO_540_S-5157 540 S-5157 DETAILS AND SECTIONS MODIFICATIONS HOUSING AND PLATFORM HOUSINGMACHINERY
LMOO_555_S-3158 555 S-3158 SECTIONS AND ELEVATIONS PLAN, MODIFICATIONS MACHINERY HOUSINGMACHINERY
LMOO_555_S-5159 555 S-5159 SECTIONS AND ELEVATIONS PLAN, MODIFICATIONS MACHINERY HOUSINGMACHINERY
LMOO_555_S-5160 555 S-5160 SECTIONS AND ELEVATIONS PLAN, MODIFICATIONS MACHINERY HOUSINGMACHINERY
LMOO_540_S-2161 540 S-2161 DETAILS AND SECTIONS ELEVATION, MODIFICATIONS MASONRY PIERDAM
LMOO_540_S-5162 540 S-5162 DETAILS AND SECTIONS MODIFICATIONS MASONRY PIERDAM
LMOO_540_S-5163 540 S-5163 DETAILS MODIFICATIONS MASONRY PIERDAM
LMOO_540_S-5164 540 S-5164 DETAILS REPAIRCONCRETE
LMOO_550_S-2165 550 S-2165 REPAIRS METALIZING 8 GATEDAM
DEMOLITIONELECTRICAL
LMOO_556_ED1001 556 ED1001 DEMOLITION 6 & 5 HOUSING MACHINERY SYSTEMSELECTRICAL
LMOO_556_ED1002 556 ED1002 DEMOLITION 8 & 7 HOUSING MACHINERY SYSTEMSELECTRICAL
ELECTRICAL
LMOO_556_E-0140 556 E-0140 DETAILS TYPICAL & LEGEND ABBREVIATIONS, ELECTRICAL SYSTEMSELECTRICAL
LMOO_556_E-1141 556 E-1141 WORK NEW 6 & 5 HOUSING MACHINERY SYSTEMELECTRICAL
LMOO_556_E-1142 556 E-1142 WORK NEW 8 & 7 HOUSING MACHINERY SYSTEMELECTRICAL
LMOO_556_E-1143 556 E-1143 PLAN LIGHTING 6 & 5 HOUSING MACHINERY SYSTEMELECTRICAL
LMOO_556_E-1144 556 E-1144 PLAN LIGHTING 6 & 5 HOUSING MACHINERY SYSTEMELECTRICAL
HYDROLOGY
LMOO_314_V-6111 314 V-6111 INCLUSIVE 1995-1999 HYDROGRAPHS POOLUPPER
LMOO_314_V-6112 314 V-6112 INCLUSIVE 2000-2004 HYDROGRAPHS POOLUPPER
LMOO_314_V-6113 314 V-6113 INCLUSIVE 2005-2009 HYDROGRAPHS POOLUPPER
LMOO_314_V-6114 314 V-6114 INCLUSIVE 2010-2014 HYDROGRAPHS POOLUPPER
LMOO_314_V-6115 314 V-6115 INCLUSIVE 1995-1999 HYDROGRAPHS POOLLOWER
LMOO_314_V-6116 314 V-6116 INCLUSIVE 2000-2004 HYDROGRAPHS POOLLOWER
LMOO_314_V-6117 314 V-6117 INCLUSIVE 2005-2009 HYDROGRAPHS POOLLOWER
LMOO_314_V-6118 314 V-6118 INCLUSIVE 2010-2014 HYDROGRAPHS POOLLOWER
LMOO_314_V-6119 314 V-6119 CURVE DISCHARGE ANDDURATION
F E s
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P .E
AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
SUBMITTED BY:
SECTION CHIEF
APPROVAL RECOMMENDED BY:
BRANCH CHIEF
APPROVED BY:
CONSTRUCTION DIVISION
CHIEF, ENGINEERING AND
DATE
DATE
DATE
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS
THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE
/s/ MARK JONES, P.E.
/s/ STEPHEN R. STOLTZ, P.E.
/s/ JOHN E. NITES, P.E. 26 FEBRUARY 2015
02 MARCH 2015
27 FEBRUARY 2015
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CERTIFIED FINAL DOCUMENTS
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DRAWINGSREFERENCE
NAMEFILE TITLEDRAWING
4689-AA-2 PLATES BASE CO." SMITH MORGAN"S.
4689-AC-2 CHAIN 75,000# FOR HOIST OF SPROCKET CHAIN CO." SMITH MORGAN"S.
4689-AD-2 PIERS ON HOISTS OF LOCATION CO." SMITH MORGAN"S.
4689-AH-1 HOIST FOR HOUSING CO." SMITH MORGAN"S.
4689-AJ-2 PIERS OF PLAN CO." SMITH MORGAN"S.
4689-X-1 75,000# PULL CHAIN GATE LIFT STRAIGHT FOR HOIST OF ASSEMBLY CO." SMITH MORGAN"S.
4689-Z-1 DEFLECTOR CHAIN AND GUARD HOOK SUSPENSION OF DETAILS CO." SMITH MORGAN"S.
A4477-1 DETAILS PARTS SPROCKET IDLER INC. MFG.""ALLOR
A4477-2 DETAILS PARTS SPROCKET IDLER MFG.""ALLOR
A4477-3 DETAILS PARTS SPROCKET IDLER MFG.""ALLOR
LMOO_V-6005 DISCHARGE VERSUS STAGE AND DURATION VERSUS STAGE POOLS LOWER ANDUPPER
O-LMO_4-3.2 PLAN GENERAL REHABILITATIONDAM
O-LMO_40-2.2 DETAILS AND SECTIONS, ELEVATIONS, PLANS, 1 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-3.2 SECTIONS AND ELEVATIONS PLANS, 2 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-4.1 SECTIONS AND ELEVATIONS PLANS, 3 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-5.1 SECTIONS AND ELEVATIONS PLANS, 4 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-6.1 SECTIONS AND ELEVATIONS PLANS, 5 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-7.1 SECTIONS AND ELEVATIONS PLANS, 6 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-8.1 SECTIONS AND ELEVATIONS PLANS, 7 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-9.1 SECTIONS AND ELEVATIONS PLANS, 8 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-10.1 SECTIONS AND ELEVATIONS PLANS, 9 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-11.1 SECTIONS AND ELEVATIONS PLANS, 10 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-12.1 SECTIONS AND ELEVATIONS PLANS, 11 NO. PIER REPAIRS CONCRETE REHABILITATIONDAM
O-LMO_40-16.1 SECTIONS AND ELEVATION PLANS, REPAIRS PIER OFTOP
O-LMO_40-17 DETAILS AND SECTIONS, ELEVATION, PLANS, REINFORCING REPAIRS PIER OFTOP
O-LMO_40-18.1 REPLACEMENT TRACK GATE GATES LIFTDIRECT
O-LMO_40-19 DETAILS AND ELEVATIONS, SECTIONS, PLAN, REPAIRS SEAT BRIDGE 11 NO. THRU 2 NO. PIERS REHABILITATIONDAM
O-LMO_40-23 SECTIONS AND VIEWS ELEVATIONS, MODIFICATION ARMATURE PIER REHABILITATIONDAM
O-LMO_41-1 SCHEMATIC AND ELEV. PLAN, REPLACEMENT HOUSING MACHINERY AND REPAIRS PIER CONCRETE REHABILITATIONDAM
O-LMO_41-2.1 ELEVATIONS & PLANS 2 & 1 PIER REPLACEMENT HOUSING MACHINERY & REPAIRS PIER CONCRETE REHAB.DAM
O-LMO_41-3.1 ELEVATIONS & PLANS 10 THRU 2 PIERS REPLACEMENT HOUSING MACHINERY & REPAIRS PIER REHAB.CONCRETEDAM
O-LMO_41-4 DETAILS AND SECTIONS REPLACEMENT HOUSING MACHINERY & REPAIRS PIER CONCRETE REHAB.DAM
O-LMO_41-5.1 DETAILS AND SECTIONS REPLACEMENT HOUSING MACHINERY & REPAIRS PIER CONCRETE REHAB.DAM
O-LMO_50-1 TIMBER SEAL - GATES LIFT VERTICAL -DAM
O-LMO_50-2.1 DETAILS AND SECTIONS, ELEVATION, UPSTREAM - GATES LIFTDIRECT
O-LMO_50-3 DETAILS AND SECTION, ELEVATION, - SUPPORT ROLLER AND ASSEMBLY SEAL SIDE - GATES LIFTDIRECT
O-LMO_50-4.1 ASSEMBLIES PIN AND ROLLER, WHEEL, - GATES LIFTDIRECT
O-LMO_50-5.1 DETAILS AND SECTIONS ELEVATION, UPSTREAM - REPAIR DAMAGE - 8 NO. GATE LIFTDIRECT
O-LMO_56-1 DETAILS AND PLAN LOCATION EQUIPMENT PIER SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-2.1 DIAGRAM WIRING LINE ONE GATES DAM SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-3.1 SECTIONS AND PLAN FEEDER CONDUIT BRIDGE SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-4 I - SECTIONS AND PLAN CONDUIT PIER SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-5.2 II - SECTIONS AND PLAN CONDUIT PIER SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-6.1 I - DETAILS AND PLAN LIGHTING SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-8.1 PANELS CONTROL GATE DAM SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-11.1 I - SCHEDULE CABLE ELECTRICAL SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-12.1 II - SCHEDULE CABLE ELECTRICAL SYSTEM ELECTRICAL REHABILITATIONDAM
O-LMO_56-13.1 III - SCHEDULE CABLE ELECTRICAL SYSTEM ELECTRICAL REHABILITATIONDAM
G4475-300 ASSEMBLY TRUCK END GATE LIFT STEELG&G
G4475-501 ASSEMBLY SPROCKET IDLER STEELG&G
G4475-501-01 WASHER BRONZE STEELG&G
G4475-501-02 PLATE KEEPER STEELG&G
G4475-501-03 SPROCKET IDLER SHAFT STEELG&G
G4475-502 ASSEMBLY SPROCKET/BUSHING IDLER STEELG&G
G4475-502-01 SPROCKET IDLER STEELG&G
G4475-502-02 SPROCKET IDLER - BUSHING STEELG&G
G4475-503 SPROCKET DRIVE STEELG&G
MATERIALS FURNISHEDGOVERNMENT
NAMEFILE TITLEDRAWING
3682-01-G1 END GATE LIFT TYPICAL FOR PLAN PIPING GREASE"OCCI"
LMOO_550_S-7038 ELEVATIONS AND PLAN ARRANGEMENT GENERAL GATELIFT
LMOO_550_S-7039 SECTION AND PLAN TRUSS BOTTOM AND TOP GATELIFT
LMOO_550_S-7040 DETAILS MISCELLANEOUS GATELIFT
LMOO_550_S-7041 SECTIONS AND PLAN ASSEMBLY TRUCK END GATELIFT
LMOO_550_S-7042 DETAILS AND SECTION ASSEMBLY TRUCK END GATELIFT
LMOO_550_S-7043 DETAILS AND ELEVATION ASSEMBLY TRUCK END GATELIFT
LMOO_550_S-7044 1 SHEET DETAILS AND SECTIONS PLAN, WALKWAY ACCESS GATELIFT
LMOO_550_S-7045 2 SHEET DETAILS AND SECTIONS PLAN, WALKWAY ACCESS GATELIFT
LMOO_550_S-7046 1 SHEET DETAILS TYPICAL MODIFICATIONS MACHINERY GATES LIFT OF INSTALLATION ANDFABRICATION
LMOO_550_S-7047 DETAILS MISCELLANEOUS GATELIFT
LMOO_550_M-8110 DETAILS ROLLER AND WHEEL ASSEMBLY TRUCK END GATELIFT
LMOO_550_M-8111-A DETAILS ROLLER AND PLATE BEARING ASSEMBLY TRUCK END GATELIFT
LMOO_550_M-8112 DETAILS ADAPTOR SPROCKET CHAIN ASSEMBLY TRUCK END GATELIFT
106712 CHAIN BAR SIDE FOR PITCH 7" OF DETAILS"DRAVO"
106713 SPROCKET IDLER OF DETAILS"DRAVO"
A4477-4 DETAILS PARTS SPROCKET DRIVE MFG.""ALLOR
A4480-1 DETAILS CHAIN GATE LIFT PITCH 7" MFG.""ALLOR
A4480-2 DETAILS CHAIN GATE LIFT PITCH 7" MFG.""ALLOR
A4480-3 DETAILS LINK ROUGH BURNT MFG."LASER"ALLOR
O-LMO_55-1.1 CHAIN SAFETY MACHINERY GATE LIFT REHABILITATIONDAM
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MONTGOMERY LOCKS AND DAM
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HOUSING
MACHINERY
UNMODIFIED
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HOUSING
MACHINERY
EXISTING
HOUSING
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EXISTING
HOUSING
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MODIFIED
HOUSING
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HOUSING
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MODIFIED
HOUSING
MACHINERY
MODIFIED
HOUSING
MACHINERY
EXISTING
PEDESTALS
NEW
PEDESTALS
NEW
PEDESTALS
NEW
HOUSING
MODIFIED
EXISTING
HOUSING
MACHINERY
MODIFIED
EXISTING
DAM GATE 3 DAM GATE 4 DAM GATE 8 DAM GATE 9
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SCALE: 1"=30’-0"
(LOOKING DOWNSTREM)
EXISTING DAM AND MACHINERY HOUSING ELEVATION LAYOUT
LC LC LC LC LC LC
60’0 30’
SCALE: 1"=30’
SIDE
LOCK
SIDE
ABUTMENT
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DAM GATE 3 DAM GATE 4 DAM GATE 8 DAM GATE 9
LC LC LC LC LC LC
(OPTION)
NEW DAM GATE 5
(BASE)
NEW DAM GATE 6
(BASE)
NEW DAM GATE 7
SIDE
LOCK
SIDE
ABUTMENT
SCALE: 1"=30’-0"
(LOOKING DOWNSTREAM)
NEW DAM AND MACHINERY HOUSING ELEVATION BASE CONTRACT W/OPTION LAYOUT
(OPTION)
DAM GATE 5
EXISTING
(BASE)
DAM GATE 6
EXISTING
(BASE)
DAM GATE 7
EXISTING
PEDESTALS
NEW
PEDESTALS
NEW
PEDESTALS
NEW
LIFT GATES #6 AND #7.
WORK ASSOCIATED WITH THE INSTALLATION OF NEW GOVERNMENT FURNISHED
LIFT GATES #5.
WORK ASSOCIATED WITH THE INSTALLATION OF NEW GOVERNMENT FURNISHED
GATE 7, 6 AND 5 RESPECTIVELY.
AWARDABLE OPTIONS 2, 3 AND 4 CONSISTS OF REPLACING THE DRIVE SPROCKETS ON LIFT
ENGAGE HOISTING SYSTEM TO LIFT GATE.8.
INSTALL AND CALIBRATE POSITION TRANSDUCER AND TEST FOR FUNCTIONALITY.7.
ALIGN NEW SPROCKET AND GEAR WITH HOISTING MACHINERY GEAR.6.
REPLACE EXISTING SPROCKET AND SHAFT WITH NEW EQUIPMENT.5.
DISENGAGE SPROCKET AND BULL GEAR FROM SHAFT.4.
REMOVE SPROCKET/BULL GEAR ASSEMBLY FROM HOISTING MACHINERY.3.
REMOVE POSITION TRANSDUCER, CHAIN GUARD AND BEARING PILLOW BLOCK.2.
RESTRICTIONS R7 AND R8.
CONTRACTOR CLEANS, INSPECTS AND MEASURES THE EXISTING SPROCKETS. SEE 1.
DOWNSTREAM LOWER CHORD OF GATE #8.
AWARDABLE OPTIONS 5 CONSISTS OF REPAIR OF DAMAGED METALIZING AND PAINT ON
METALLIZE AND PAINT GATE SECTION.3.
REMOVE EXISTING COATING FROM GATE SECTION AND PREPARE SURFACE.2.
INSTALL BULKHEADS (BY GOVERNMENT) BEHIND GATE.1.
CONSTRUCTION RESTRICTIONSCONTRACT OPTION 1
CONSTRUCTION SEQUENCE
CONTRACT OPTIONS 2 TRHU 4
CONSTRUCTION SEQUENCE
CONTRACT OPTION 5
CONSTRUCTION SEQUENCE
BASE CONTRACT
CONSTRUCTION SEQUENCE
MACHINERY 5 MACHINERY 8MACHINERY 4 MACHINERY 9MACHINERY 7MACHINERY 6
MACHINERY 9MACHINERY 4 MACHINERY 5 MACHINERY 7MACHINERY 6 MACHINERY 8
REPEAT STEPS 1 THRU 13 FOR GATE #5 AND RESPECTIVE MACHINERY HOUSES #6 AND #5.1.
DOWNSTREAM LOWER CHORD.
AND PAINT ON THE
REPAIR DAMAGED METALIZING
MACHINERY HOUSES #7 AND #6.REPEAT STEPS 1 THRU 13 FOR GATE #6 AND RESPECTIVE 15.
RELOCATE BULKHEADS TO GATE BAY #7 (BY GOVERNMENT).14.
TEST GATE HOIST MACHINERY. SEE RESTRICTION R8.13.
ELECTRICAL INSTALLATION.
MACHINERY HOUSE #8. COMPLETE RE-CONNECT ELECTRICAL EQUIPMENT AND CONTROLS ON 12.
INSTALL AND ANCHOR STRUCTURALLY MODIFIED MACHINERY HOUSE #8 ATOP MACHINERY.11.
RAISED HOIST MACHINERY.
INSTALL NEW GOVERNMENT FURNISHED CHAIN TO NEW GOVERNMENT FURNISHED GATE 10.
INSTALL HOIST MACHINERY, HOIST MACHINERY BEAM AND NEW HOIST MACHINERY PEDESTALS,9.
INSTALL GOVERNMENT FURNISHED GATE.8.
REINFORCEMENT AND OTHER EMBEDDED METALS AND PLACE NEW CONCRETE.
INCLUDING CONCRETE DEMOLITION AND INSTALLATION OF NEW EMBEDDED GATE TRACKS,
COMPLETE CONCRETE MODIFICATIONS TO DAM MACHINERYS AND ADJACENT STRUCTURES,7.
REMOVE GATE #7 FROM GATE BAY. SEE RESTRICTIONS R2 AND R3.6.
INSTALL BULKHEADS (BY GOVERNMENT) BEHIND GATE TO BE REMOVED. SEE RESTRICTION R1.5.
REMOVE HOISTING MACHINERY BEAMS AND HOISTING MACHINERY. 4.
DISENGAGE CHAIN FROM GATE #7 AND HOIST MACHINERY. SEE RESTRICTION R7.3.
REMOVE MACHINERY HOUSE #8 AND MACHINERY HOUSE #7. SEE RESTRICTIONS R4, R5 AND R6. 2.
MACHINERY HOUSE #8 AND #7 FROM BEING DISENGAGED FROM THEIR RESPECTIVE MACHINERY.
DISCONNECT ELECTRICAL CONDUIT, WIRING AND APPURTENANT EQUIPMENT THAT PREVENTS 1.
GOVERNMENT FURNISHED CHAINS.
SPROCKETS SHALL BE INSPECTED PRIOR TO INSTALLING THE NEW R8.
INSPECTED BY A GOVERNMENT REPRESENTATIVE.
THAT THE HOIST MACHINERY SPROCKETS ARE AVAILABLE TO BE
SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE
AFTER THE CONTRACTOR MEASURES THE EXISTING SPROCKETS, HER7.
BE ACCESSIBLE TO FIELD PERSONNEL AT ALL TIMES.
TO ADJACENT OPERATIONAL GATE. MACHINERYAND CONTROLS SHALL
PROVIDE TEMPORARY POWER, CONTROLS AND WEATHER PROTECTION R6.
TIMES AFTER MACHINERY HOUSE REMOVAL.
MACHINERY SHALL REMAIN PROTECTED FROM THE ELEMENTS AT ALLR5.
REMOVED FROM THE MACHINERY.
ELECTRICAL RENOVATIONS ONCE THE MACHINERY HOUSE HAS BEEN
CONTRACTOR CAN PROCEED WITH MACHINERY HOUSE STRUCTURAL AND R4.
AND CONTRACTOR WORK LIMITS.
REFERENCE DRAWING C-1105 FOR GATE OPERATION RESTRICTIONSR3.
REPLACED GATES #4 AND #8 WITHOUT BULKHEADS.
CONTRACTOR CAN WORK AND STAGE EQUIPMENT BEHIND PREVIOUSLY R2.
BULKHEADS AVAILABLE AT THE FACILITY.
WITHOUT BULKHEADS IN PLACE. THERE IS ONLY ONE SET OF
CONTRACTOR CANNOT WORK BEHIND ORIGINAL GATES R1.
C C
IN
I
J
L
O W
E s
J
O
N
IT
E S
P .E
S O
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IC
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IO
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E N
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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
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D B
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2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
CONSTRUCTION OFFICE.
OR THEIR REPRESENTATIVE (COR) AT THE USACE
CONTRACTING OFFICER (KO) GEOSPATIAL SECTION VIA THE
PLEASE CONTACT THE USACE PITTSBURGH DISTRICT
SHEET OR ACCESS TO THE SURVEY CONTROL REPORT
FOR QUESTIONS RELATED TO THE SURVEY DATA ON THIS 9.
NOMINAL ELEVATION 723 FEET) IS 0.999931 (-69 PPM).
THE AVERAGE COMBINED SCALE FACTOR (CALCULATED AT8.
AS "B".DOWNSTREAM
REFLECT UPSTREAM DIRECTION AS "A" AND AND
OFFSETS SHOWN IN THE TABLE ARE GROUND DISTANCES
M1, HOLDING M2 AS 0+00.00 AND M1 AS 11+70.63. THE
DISTANCES AND ARE REFERENCED TO A LINE FROM M2 TO
THE STATIONS SHOWN IN THE TABLE ARE GROUND7.
ELEVATIONS TO NAVD88 SUBTRACT 0.29 FEET.
CONSIDERED LEGACY DATUM. TO CONVERT THOSE LEGACY
AND REFERENCE SHEETS, EXCEPT V-1110, SHOULD BE
ELEVATIONS FOUND IN THE CONTRACT DRAWINGS 6.
(NGS PID KY2943).
REPLACEMENT, AND WAS LATER REPLACED BY P 121 RESET
SAID P 121 WAS DESTROYED AROUND 1983, DURING BRIDGE
AS REFERENCED FROM BENCHMARK P 121 (NGS PID KY0099).
MONTGOMERY L/D IS 0.39 FEET HIGHER THAN NAVD88,
USACE FIELD BOOK NUMBER 2452. NGVD29 AT
0.29 FEET HIGHER THAN NAVD88, AS REFERENCED FROM
LEGACY DATUM ELEVATIONS AT MONTGOMERY L/D ARE 5.
ORTHOMETRIC HEIGHT OF 212.208 METERS.
AND DAM IS 1 761 (PID DL2680), WITH A PUBLISHED NAVD88
CONTROL (PPC) STATION FOR THE MONTGOMERY LOCKS
UNITS ARE US SURVEY FEET. THE PRIMARY PROJECT
THE VERTICAL DATUM ON THIS SHEET IS NAVD88 AND THE 4.
KY2944).
BENCHMARKS P 121 RESET (PID KY2943) AND W 414 (PID
METHODS WITH DIRECT TIES TO NSRS FIRST ORDER
THE HEIGHTS WERE DERIVED BY SECOND ORDER LEVELING3.
RESPECT TO NAD83(2011) IS ESTIMATED TO BE 0.03 FEET.
SURVEY FEET. THE ACCURACY OF THE COORDINATES WITH
SYSTEM - SOUTH ZONE (3402), AND THE UNITS ARE US
AND IN THE PENNSYLVANIA STATE PLANE COORDINATE
THE COORDINATES SHOWN IN THE TABLE ARE GRID VALUES2.
EPOCH 2010.00
ADJUSTED TO PUBLISHED NSRS STATIONS ON NAD83(2011)
DERIVED VALUES DETERMINED IN A 2003 GPS SURVEY,
LANDWALL ALIGNMENT MONUMENTS M7 AND M8 TO GPS
OF THE 2010 AND 2012 ALIGNMENT SURVEYS, CONSTRAINING
SQUARES ADJUSTMENT OF THE ALIGNMENT DISKS PORTION
THE HORIZONTAL COORDINATES WERE DERIVED BY A LEAST1.
N
SCALE: 1"=100’-0"
PLAN
200’0 100’
SCALE: 1"=100’
FLOW
RIVER
OHIO
CONTROL NOTES
A
CONTROLSURVEY
NAMESTATION NORTHING EASTING ELEVATION STATION OFFSET
M1 491313.40 1237071.93 723.14 11+70.63 0.00
M2 490163.96 1237293.25 723.00 0+00.00 0.00
M3 490073.83 1237537.59 692.95 -1+34.71 222.91A
M4 489998.37 1237145.15 692.94 -1+34.62 176.75B
M5 490030.56 1237730.43 693.92 -2+13.66 404.10A
M6 489903.57 1237070.15 693.99 -2+13.53 268.33B
M7 489914.07 1237752.84 694.01 -3+32.31 404.08A
M8 489787.09 1237092.54 693.93 -3+32.14 268.37B
M9 489728.07 1237866.03 707.54 -5+36.37 480.06A
M10 489592.46 1237154.27 707.16 -5+34.95 244.55B
M11 491463.44 1236828.85 714.64 13+63.93 210.34B
M12 491420.92 1237051.24 683.88 12+80.14 0.01A
M13 491536.65 1237028.93 705.79 13+98.01 0.01B
(DL2680) 7611 489684.86 1237148.26 696.22 -4+43.08 232.98B
P R
O J E
C
A
S E
L
IN
E
P
T E
NAMESTATION SURFACE STATION OFFSET ELEVATION
A06
A05
A04
A03
4+72.02
5+88.69
7+04.73
8+20.60
L0.04
L0.02
L0.01
L0.02
722.99
722.98
722.96
723.00
ALIGNMENT PIN DATA
A06
A05
A04
A03
RAIL
ROAD
ACCESS
ROAD
PIT
STORAGE
BULKHEAD
PIER 10
PIER 11
G A
T E
G A
T E
G A
T E
G A
T E
G A
T E
D A
M
G A
T E
PIER 9
PIER 6
PIER 5
G
A T
E
G A
T E
G A
T E
G A
T E
PIER 1
PIER 2
PIER 3
PIER 4
UPPER GUARD WALL
LOWER GUARD WALL
LOWER GUIDE WALL
MIDDLE WALL
LAND WALL
UPPER GUIDE WALL
RIVER WALL
ACCESS ROAD
ABUTMENT P
IER
PIER 8
PIER 7
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
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C K
D B
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D E
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D B
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D E
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2 3
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4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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T E
F
IL
E N
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S U
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D B
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K S A
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CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
L M
O O
V .d g n
H
T S
D R
S T
F
E B
:4
L M
O O
V .d g n
:1
J J
A L
B R
Z
IK
O W
S K I
V-1110
A N
D S
O U
N D
IN
G S
T Y
S Z
K
IE
W R
P R
IC
E
S U
R V
E Y C
O N
T R
O L P
L A
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K R
IS
T
L
O
IS
P
M
R
B
650 650
M12
M4
M3
M5
M8
M6 M7
1 761 (DL2680)
M13
M10
M9
M11
M2
M1
’-0"
25’- 0"
’-0"
’-0"
200’0 100’
SCALE: 1"=100’
SCALE: 1" = 100’-0"
PLAN
P W
P :d m s
L M
O O
C .d g n
H
T S
D R
S T
F
E B
:4
L M
O O
C .d g n
:1
C-1105
C O
N T
R A
C T
O R W
O R
K L
IM
IT
RIVER
OHIO
ACCESS ROAD
M A
T
IN
E
M A
T
E
LEGEND
CONTRACTOR WORK LIMITS
B
C R
A T
T Y
P
G O
L D
E N
OCCUPIED AREA (SEE NOTE 13)
AREA (SEE NOTE 9).
CONTRACTOR LAYDOWN/STORAGE
(STAGE =
12.0
FT.)
NORMAL UPPER P
OOL =
682.
(STAGE =
12.0
FT.)
NORMAL LOWER P
OOL =
664.
s
S C
H N
E L
L E
R
P .E
SHORE LINE
J
S H
IB
A T
A
FLOW
NN
WORK ON GATE 6 OR 8.
RESTRICTED). GATE 7 MUST BE REPLACED PRIOR TO
GATE 8 (BULKHEAD IN GATE 8 AND GATE 7 & 9
ALSO CONTRACTOR STAGING AREA FOR WORK ON
(BULKHEAD IN GATE 6 AND GATE 5 & 7 RESTRICTED).
CONTRACTOR STAGING AREA FOR WORK ON GATE 6
(BULKHEAD IN GATE 7 AND GATE 6 & 8 RESTRICTED).
CONTRACTOR STAGING AREA FOR WORK ON GATE 7
(BULKHEAD IN GATE 5 AND GATE 4 & 6 RESTRICTED).
CONTRACTOR STAGING AREA FOR WORK ON GATE 5
REQUIREMENTS AND CONDITIONS OF USE
"SPECIAL PROCEDURES" FOR GENERAL
SPECIFICATIONS SECTION 01 35 00.00 08
NOTE 5: CONTRACTOR MOORING AREA, SEE
REQUIREMENTS AND CONDITIONS OF USE
"SPECIAL PROCEDURES" FOR GENERAL
SPECIFICATIONS SECTION 01 35 00.00 08
NOTE 7: CONTRACTOR MOORING AREA, SEE
STAGING AREA
6 & 8 CONTRACTOR
NOTE 3: GATE
STAGING AREA
CONTRACTOR
NOTE 3: GATE 7
STAGING AREA
CONTRACTOR
NOTE 3: GATE 5
SEE DRAWING G-2088 FOR INFORMATION ON GATE RESTRICTIONS.14.
IN THESE AREAS WITHOUT PERMISSION FROM THE CONTRACTING OFFICER.
FOR MATERIALS BELONGING TO THE GOVERNMENT. THE CONTRACTOR SHALL NOT DISTURB ANY OF THE MATERIALS
AREAS DESIGNATED AS "OCCUPIED" ON THE PLAN (SEE LEGEND) ARE CURRENTLY BEING USED AS HOLDING AREAS13.
SECTION 01 35 00.00 08.
REQUESTS FOR LOCKAGE SHALL BE COORDINATED WITH THE LOCKMASTER AND SHALL COMPLY WITH THE SPECIFICATIONS
IN THE LAND CHAMBER BY THE USACE REPAIR FLEET THAT MAY CAUSE DELAYS IN LOCKAGES. ALL
COMMERCIAL NAVIGATION AND THE USACE REPAIR FLEET HAS PRIORITY FOR ALL LOCKAGES. REPAIR WORK IS PLANNED FOR 12.
STAGE FOR CONSTRUCTION, OR USE EITHER ROAD AS A STORAGE AREA FOR EQUIPMENT OR SUPPLIES.
CONTRACTOR SHALL NOT BE PERMITTED TO USE THE LOCK ACCESS ROAD OR THE ABUTMENT ACCESS ROAD TO 11.
MATERIAL OR EQUIPMENT STORAGE WILL BE PERMITTED IN THIS AREA.
ON THE LEFT BANK. THE RIGHT BANK DAM ABUTMENT MAY BE USED FOR ACCESS TO THE DAM ONLY. NO
THE MONTGOMERY DAM MAY BE ACCESSED FROM THE DAM ABUTMENT ON THE RIGHT BANK AND FROM THE LOCKS10.
AREAS ON THE ESPLANADE MAY BE PROVIDED UPON APPROVAL OF THE CONTRACTING OFFICER.
AS A DESIGNATED PARKING AREA TO BE DETERMINED BY THE CONTRACTING OFFICER. ADDITIONAL LAYDOWN/STORAGE
THE CONTRACTOR WILL BE PROVIDED LAYDOWN/STORAGE AREAS ON THE LOCKS ESPLANADE (SEE LEGEND), AS WELL9.
VIA THE DOWNSTREAM MITER GATES.
UPSTREAM MITER GATES ARE OPEN, CONTRACTOR MAY CROSS THE ESPLANADE TO ACCESS THE FLOATING PLANT
CONTRACTOR MAY USE THE UPSTREAM MITER GATES TO ACCESS THE FLOATING PLANT. IN THE EVENT THE8.
REACHES 20.0. REFER TO SPECIFICATIONS SECTION 01 35 00.00 08 FOR ADDITIONAL REQUIREMENTS.
AT AN OFFSITE LOCATION THAT IS NO CLOSER THAN 1 MILE FROM THE SITE BY THE TIME THE UPSTREAM GAGE
WHEN THE UPPER GAGE IS BELOW 16.0. THE FLOATING PLANT MUST BE COMPLETELY REMOVED AND SECURED
THE CONTRACTOR’S FLOATING PLANT MAY BE MOORED TO THE RIVERWARD FACE OF THE UPSTREAM RIVER WALL7.
THE DAM BY THE TIME THE TOTAL DAM GATE OPENING REACHES 40 FT.
WITHOUT EXCEPTION, THE FLOATING PLANT AND EQUIPMENT SHALL BE REMOVED FROM ANY POSITION DOWNSTREAM OF 6.
AND CONTRACTING OFFICER.
MAY BE MOORED TO THE LOWER GUARD WALL BELOW THE SPILLWAY AT THE DISCRETION OF THE LOCKMASTER
IF THE PROJECTED TOTAL GATE OPENING IS NOT FORECASTED TO REACH 40 FT, THE CONTRACTOR’S FLOATING PLANT5.
SECTION 01 35 00.00 08.
TIME THE FLOATING PLANT MUST BE WITHDRAWN FROM THE GATE BAYS. REFER TO SPECIFICATIONS
UP TO TOTAL OPERATIONAL GATE OPENING OF BETWEEN 30 FT TO 35 FT, DEPENDING ON THE SCENARIO, AT WHICH
GATES THAT ARE ADJACENT TO THE ONE BEING REPLACED MUST BE RESTRICTED. WORK WITHIN ANY BAY CAN PROCEED 4.
OR GATES THAT ARE BULKHEADED. GATES 4 AND 8 WERE PREVIOUSLY REPLACED.
STAGING OF FLOATING PLANT AND EQUIPMENT IS ONLY ALLOWED DOWNSTREAM OF GATES THAT HAVE BEEN REPLACED 3.
ALL DAM GATES, EXCEPT THE ONE BEING REPLACED, SHALL BE OPERABLE AT ALL TIMES DURING THE CONTRACT.2.
DURING THE CONTRACT UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.
REMOVE THE BULKHEADS IN A GATE BAY. BULKHEADS WILL BE SET AND REMOVED FROM EACH BAY ONLY ONCE
BEING REPLACED. GOVERNMENT PERSONNEL SHALL CONDUCT ALL OPERATIONS NECESSARY TO INSTALL AND
THE BULKHEADS USED FOR DEWATERING DAM BAYS SHALL BE PLACED IN THE GATE BAY OF THE GATE 1.
R
ESPLANDE
PIER 6
PIER 5
PIER 8
PIER 7
PIER 4
G A
T E
G A
T E
D A
M
G A
T E
PIER 3
G A
T E
G A
T E
G A
T E
C
ABUTMENT P
IER
L
PIER 9
L
ACCESS
ROADRAIL
ROAD
C
SHORE PI
ER
PIT
STORAGE
BULKHEAD
PIER 10
G A
T E
G A
T E
PIER 11
MIDDLE WALL
RIVER WALL
LOWER GUARD WALL
LOWER GUIDE WALL
UPPER GUIDE WALL
G A
T E
G A
T E
PIER 2
UPPER GUARD WALLPIER 1
LAND
WALL
S O
L
IC
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A T
IO
N N
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F
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D W
N B
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C K
D B
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D B
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4 5
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C T N
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M O
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G O
M E
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K S A
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A T
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B U
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H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
FOR DEMOLITION
ELEVATIONS BELOW
HOUSING. SEE
EXIST MACHINERY
LC PIER 5 LC PIER 6 LC PIER 7 LC PIER 8
DAM GATE 4
P W
P :d m s
L M
O O
S
D .d g n
H
T S
D R
S T
F
E B
:4
L M
O O
S
D .d g n
.0
:1
SD2105
Y
S Z
K
IE
W
DAM GATE 8
E L E
V A
T
IO
N S
B
SD3107
A
SD3107
LEGEND
A
B
C
DF
L
O W
B
SD3107
DAM GATE AND CHAINS
REMOVE EXISTING
40’10’0 20’
SCALE: 1"=20’
8’0 4’ 16’
SCALE: �"=1’
SCALE: 1"=20’-0"
(LOOKING DOWNSTREM)
DAM AND MACHINERY HOUSING DEMOLITION ELEVATION
D A
M A
N D M
A C
H
IN
E R
Y H
O U
S
IN
G
FOR DEMOLITION
ELEVATIONS BELOW
HOUSING. SEE
EXIST MACHINERY
FOR DEMOLITION
ELEVATIONS BELOW
HOUSING. SEE
EXIST MACHINERY
FOR DEMOLITION
ELEVATIONS BELOW
HOUSING. SEE
EXIST MACHINERY
A
SD3107
B
SD3107
A
SD3107
F
M O
R O
N
V
R L
O
DAM GATE 5 (OPTION) DAM GATE 6 (BASE CONTRACT) DAM GATE 7 (BASE CONTRACT)
EXERCISED
IF CONTRACT OPTION IS
DAM GATE AND CHAINS
REMOVE EXISTING
(CONTRACT OPTION)
D E
M O
L
IT
IO
N
DAM GATE AND CHAINS
REMOVE EXISTING
R
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2 3
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4 5
A
B
M A
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A P
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
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T E
F
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C A
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A T
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D A
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M A
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D E
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R
IP
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N A
P P
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D A
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C O
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R A
C T N
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C O
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U S
A R
M Y E
N G
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R D
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K S A
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A
CERTIFIED FINAL DOCUMENTS
W
W N
B
LOUVERED DOOR
EL. 732.08
MACHINERY BEAM
(TYP.)
BRACKETS
LIFTING
HANDRAIL
ELEVATION A
ELEVATION B
ELEVATION C
ELEVATION D
MACHINERY BEAM
SIDING (TYP.)
EXIST METAL
(TYP.)
SIDING
METAL
EXIST
EXIST CONCRETE CURB
AND FIBERGLASS ROOFING
EXIST CORRUGATED METAL
BEAM
MACHINERY
EXIST
BEAM
MACHINERY
EXIST
FIXTURE (TYP.)
RELOCATE LIGHT
REMOVE AND
WINDOW
CASEMENT
REMOVE STEEL
SIDING
METAL
EXIST
CASEMENT WINDOW
EXISTING STEEL
SIDING
METAL
MACHINERY BEAM
SIDING TO RELOCATE
CUT AND REMOVE
FOR FRAMING DEMOLITION
SEE DWG SD2106
MACHINERY BEAM
SIDING TO RELOCATE
CUT AND REMOVE
SIDING AT PIER 5
PIER 8. EXIST METAL
EXIST PLATE AT
MACHINERY BEAM (TYP)
DAMAGED WHEN RELOCATING
CORNER FLASHING IF
REMOVE AND REPLACE
FROM MACHINERY HOUSING 8.
THE CHAIN FOR GATE 7
MACHINERY HOUSING 5 AND
CHAIN FOR GATE 5 FROM
REMOVE EXIST MACHINERY
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
ELEVATIONS MACHINERY HOUSING 5 (SIMILAR OPPOSITE HAND) IF OPTION IS EXERCISED
MACHINERY HOUSING 8 DEMOLITION
MACHINERY BEAM
HANDRAIL
CONCRETE CURB
MACHINERY BEAM
EL 725.83
ALL 4 SIDES
SIDING, TYP
REMOVE METAL
BRACKETS (TYP.)
EXIST LIFTING
TO REMAIN
AND FIBERGLASS ROOFING
EXIST CORRUGATED METAL
ROOF EAVE FLASHING TYP
REMOVE EXIST CORNER AND
TO BE REUSED
AND DOOR FRAMING
EXIST LOUVERED DOOR
LIGHT FIXTURE
REMOVE AND REUSE
REMAIN (TYP.)
FRAMING TO
WINDOW, WINDOW
REMOVE CASEMENT
FROM MACHINERY HOUSING 7.
THE CHAIN FOR GATE 7
MACHINERY HOUSING 6 AND
CHAIN FOR GATE 5 FROM
REMOVE EXIST MACHINERY
EL 723.0
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
MACHINERY HOUSING 6 AND 7 ELEVATIONS (DEMOLITION)
1’-7"
BEARING PLATES
EXISTING EMBEDDED
3" DEEP
SAWCUT CONCRETE1
AND FRAMING
REMOVE WINDOW
P W
P :d m s
L M
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S
D .d g n
H
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D R
S T
F
E B
:4
L M
O O
S
D .d g n
.0
:1
SD2106
S Z
K
IE
W
LEGEND
A
B
C
DF
L
O W
PROCEDURE:
DEMOLITION PLAN
MACHINERY BASE PLATE
SCALE: 1�"=1’-0"
D A
M A
N D M
A C
H
IN
E R
Y H
O U
S
IN
G
6. SEE DWG S-5160 FOR MORE INFORMATION.
NON-SHRINK GROUT.
5. AFTER REMOVAL OF PLATE, GROUT RECESS USING
OF CONCRETE.
4. BURN OFF EXISTING ANCHOR BOLTS BELOW TOP
MEANS, i.e. (JACKHAMMER, PRYBAR, ETC.).
3. CHIP EMBEDDED PLATE OUT BY MECHANICAL
2. SAWCUT CONCRETE AROUND PERIMETER AS SHOWN.
1. REMOVE EXISTING ANCHOR NUTS AND WASHERS.
F
M O
R O
N
R L
O
1’ 2’0 6"
SCALE: 1�"=1’
4’ 8’0 2’
SCALE: �"=1’
REMOVE FRAMING
MACHINERY BEAM
LEGEND
D E
M O
L
IT
IO
N
E L E
V A
T
IO
N A
N D S
E C
T
IO
N S
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R U
H L
S O
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IC
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A T
IO
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D W
N B
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C K
D B
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D E
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D B
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D E
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IO
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D
2 3
C
4 5
A
B
M A
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NUMBER
IDENTIFICATION
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D A
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B U
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H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
MACHINERY BEAM
SCALE: �"=1’-0"
ELEVATION A
MACHINERY HOUSING PIERS 8 AND 5 (OPP HAND)
FRAMING DEMOLITION
MODIFICATIONS.
SEE DWG S-3149, FOR MACHINERY HOUSE 4.
SUPPORT.
UNTIL MACHINERY BEAM IS RELOCATED TO PROVIDE
SHORE EXISTING FRAMING ABOVE MACHINERY BEAM 3.
ORDER TO RELOCATE BEAM TO REQUIRED ELEVATION.
REMOVE EXISTING FRAMING ABOVE MACHINERY BEAM IN 2.
IF DAM GATE 5 OPTION IS EXERCISED.
MACHINERY HOUSING PIER 5 TO BE DEMOLISHED ONLY 1.
NOTES:
TYP
EL 723–
T/CONC
SYMMETRICAL ABOUT C FOR PIERS 2 TO 10 INCL.
PIERS 1 AND 11 ONE GATE RECESS ONLY
"16
11’-4
"4
2’-2
4’-0"
MRG-B2
BRACKET MK.
MK. MRG-84
BRACKET
1’-6"
SHIMS
CLEARANCE FOR 1"
"2
1’-6"
SILL PLATE
C GATE EXISTING
L
IM
N C
MRG-B5
ANCHOR MK.
RAIL
60# A.S.C.E.
F
IM
E A
R
RAIL
60# A.S.C.E.
2 1
1"
4"
"4
5’-3 "2
6’-0
"8
5 "4
"2
3’-6"
"8
1’-6
87’-0"
"8
7’-10
5’-0"5’-0""2
20’-10 "2
22’-79’-7"20’-5"
43’-6"
87’-0"
"8
8’-0"16
11’-4"16
14’-6
CONCRETE
REMOVE
"16
11’-4
SYMMETRICAL ABOUT C FOR PIERS 2 TO 10 INCL.
PIERS 1 AND 11 ONE GATE RECESS ONLY
"16
11’-4
"4
2’-2
4’-0""4
7’-8
SD3107
F
E B
:4
L M
O O
S
D .d g n
.0
:1
2’ 4’0 1’
SCALE: �"=1’
8’0 4’ 16’
SCALE: �"=1’
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T Y
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D E
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REMOVAL
CONCRETE
LEGEND
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2 3
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4 5
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IDENTIFICATION
SHEET
OF ENGINEERS
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D B
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CERTIFIED FINAL DOCUMENTS
W
W N
B
L
L
EL 723.0
FROM EL 666.0 TO
CONC REMOVAL
LIMIT OF
R E
M O
V A
L
C OF TRACK AND RAILL
D
SECTION
SCALE: �"=1’-0"
C O
M O
V A
L
L
IM
TO EL 723.0
FROM EL 717.83
REMOVAL CONC REMOVAL
LIMIT OF CONC
ID
IL
L
SILL
LC
A M
EL 723.0
EL 666.0
EL 662.5
EL 667.0
EL 663.0
EL 665.5
EL 716.0
LP EL 662.6
UP EL 682.0
D
C
A
SD2105
SECTION
SCALE: �"=1’-0"
FLOW
REMOVAL
CONCRETE
REMOVAL
CONCRETE
B
SD2105
HAND
OPPOSITE
"4
11’-4
LADDER
EL 666.0
EL 667.0
DETAIL
SCALE: �"=1’-0"
L
EL 666.0
EL 666.0
SLOPE
SECTION
SCALE: �"=1’-0"
BRACKET MK MRG-B1
ABBREVIATIONS:
STRUCTURAL STEEL:
:REINFORCEMENT NOTES
GENERAL NOTES:
CONCRETE NOTES:
LC
HIT-RE 500-SD
POST-INSTALLED REINFORCING
HIT-RE 500-SD
POST-INSTALLED ANCHORS
P W
P :d m s
L M
O O
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.d g n
H
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D R
S T
F
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:4
L M
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.d g n
.0
:1
S-0140
HIT-HY-150
POST-INSTALLED ANCHORS
POST-INSTALLED ANCHOR
MINIMUM EMBEDMENT TABLE
POST-INSTALLED ANCHOR
MINIMUM EMBEDMENT TABLE
� 12�
17�
32�
43�
56�
WITHIN SPECIFIED TOLERANCES DURING CONCRETE PLACEMENT.
ALIGNING AND MAINTAINING ALIGNMENT OF ALL EMBEDDED METALS
CONTRACTOR SHALL SUBMIT FOR APPROVAL A PLAN FOR ANCHORING, 19.
OTHERWISE.
ALL HOOKS SHALL BE ACI STANDARD HOOKS UNLESS DIMENSIONED 18.
SP-66.
ALL REINFORCING DETAILS SHALL CONFORM TO "ACI DETAILING MANUAL", 17.
DRAWINGS.
CONCRETE GEOMETRY AND THE DIMENSION INDICATED ON THE
ACTUAL SPACING OF REINFORCEMENT WILL BE DICTATED BY THE
BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. 16.
SHOWN.
NO WELDING WILL BE PERMITTED ON ANY REINFORCEMENT UNLESS 15.
JOINTS.
ALL REINFORCEMENT SHALL BE DISCONTINUOUS AT ALL MONOLITH 14.
EMBEDDED ITEMS AND OBSTRUCTIONS.
SHIFTED SLIGHTLY, BENT IN THE FIELD OR FABRICATED TO MISS
SUBJECT TO THE CONTRACTING OFFICER’S APPROVAL, BARS MAY BE 13.
MANUFACTURER’S RECOMMENDATIONS.
INSTALL AND TIGHTEN POST-INSTALLED ANCHORS AS PER 12.
UNO.
THREADED ROD MEETING THE REQUIREMENTS OF ASTM A193 GRADE B7
ALL POST-INSTALLED ADHESIVE ANCHORS SHALL BE �" DIAMETER 11.
REINFORCEMENT.
EXISTING CONCRETE AS PER TABLE BELOW FOR DOWEL
UNLESS NOTED OTHERWISE, PROVIDE MINIMUM EMBEDMENT DEPTH IN 10.
17�
23�
41�
52�
30�
HIT-HY-150
POST-INSTALLED REINFORCING
(IN.)
ROD DIA.
(IN.)
ROD DIA.
SPECIFICATIONS.
5. CONCRETE SURFACE FINISHES SHALL BE AS NOTED IN THE
EXCEPT AS NOTED.
4. ALL EXPOSED EDGES SHALL BE PROVIDED WITH ONE-INCH CHAMFER,
3. SEE SPECIFICATIONS FOR CONCRETE SLUMP AND AIR ENTRAPMENT.
CAST-IN-PLACE CONCRETE 4000 PSI
COMPRESSIVE STRESS (f’c) OF:
SPECIFICATIONS AND SHOULD HAVE A MINIMUM 28 DAY
2. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE."
1. CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10,
15�
19�"
4�
6�
S T
R U
C T
U R
A L N
O T
E S
BY CONTRACTOR AS SHOWN ON ALL OTHER PLANS.
DEMOLITION PLANS OR SHALL BE SUPPLIED AND INSTALLED OR MODIFIED
SHOWN FULL TONE SOLID LINES ARE TO BE DEMOLISHED AS SHOWN ON
EXISTING TO REMAIN OR GOVERNMENT FURNISHED. MEMBERS AND ITEMS
MEMBERS AND ITEMS SHOWN ON DRAWING IN � TONE LINES ARE 9.
VULCANIZED SPLICES UNLESS OTHERWISE NOTED.
RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH 8.
TO REFERENCE INDEX.
GREASE LINES TO RUN UNDERNEATH BEAMS FOR PROTECTION. REFER 7.
BRACING, TIE DOWNS OR OTHER ITEMS THAT MAY BE NECESSARY.
INSTALLATION. THIS INCLUDES PROVISIONS FOR ADEQUATE TEMPORARY
PROCEDURE AND SEQUENCING AND TO DOCUMENT SUCCESSFUL
THE STRUCTURE AND ITS COMPONENT PARTS DURING INSTALLATION
CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE DESIGN SAFETY OF
STABLE AFTER THE STRUCTURE IS FULLY COMPLETED. IT IS THE
THE STRUCTURES ARE DESIGNATED TO BE SELF-SUPPORTING AND 6.
CONSTRUCTION.
SAFETY CODES AND REGULATIONS DURING ALL PHASES OF
IT IS THE CONTRACTOR’S RESPONSIBILITY TO FOLLOW ALL APPLICABLE 5.
DIMENSIONS ARE IN FEET AND INCHES.4.
STATIONS AND ELEVATIONS ARE IN FEET.3.
DAMAGE TO FEATURES OF WORK TO REMAIN IN-PLACE.
WORK SHALL BE DONE WITH CARE. THE CONTRACTOR SHALL PREVENT
FACILITIES, IN ACCORDANCE WITH THE SPECIFICATIONS. ALL DEMOLITION
ACCESS TO GOVERNMENT PERSONNEL AND PROTECT EXISTING
SHALL BE REQUIRED TO REMOVE AND REPLACE VARIOUS ITEMS, PROVIDE
IN CONJUNCTION WITH THE DEMOLITION ACTIVITIES, THE CONTRACTOR 2.
OF ANY DEVIATIONS BEFORE PROCEEDING WITH WORK.
ALL DIMENSIONS AND ELEVATIONS. NOTIFY THE CONTRACTING OFFICER
EXISTING REFERENCE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY
ALL DIMENSIONS AND ELEVATIONS ARE APPROXIMATE AND BASED ON 1.
ADHESIVE SHALL BE HILTI HIT-RE 500-SD OR APPROVED EQUAL.
BE WATER SATURATED OR WATER FILLED DURING INSTALLATION,
9. WHERE DRILLED HOLE FOR POST-INSTALLED ANCHOR AND DOWELS WILL
BELOW.
HIT-HY 150 OR APPROVED EQUAL FOR DRY CONDITIONS. SEE TABLE
ADHESIVE FOR POST-INSTALLED ANCHORS AND DOWELS SHALL BE HILTI 8.
INSTRUCTIONS.
SHALL BE ACCORDING TO ADHESIVE MANUFACTURER’S WRITTEN
BONDING OF DOWELS AND POST-INSTALLED ANCHORS. HOLE DIAMETERS
REFER TO SPECIFICATIONS FOR REQUIREMENTS FOR DRILLING AND 7.
DEPTH IN SOUND CONCRETE.
WHAT IS SHOWN ON THE PLANS IN ORDER TO ACHIEVE THE REQUIRED
POST-INSTALLED ANCHOR LENGTHS MAY HAVE TO BE INCREASED FROM
REQUIRED INTO SOUND CONCRETE. REINFORCING BAR AND
PREVIOUSLY PLACED AND HARDENED CONCRETE SHALL BE THE DEPTH
POST-INSTALLED ANCHOR DRILLED AND GROUTED INTO EXISTING AND
THE MINIMUM DEPTH SHOWN ON THE PLANS FOR REINFORCING AND 6.
SHALL MEET ACI 318 REQUIREMENTS.
EMBEDMENT AS PER THE TABLE BELOW. ALL SPLICE LAPS
UNLESS NOTED OTHERWISE, PROVIDE LAP SPLICES AND BAR 5.
FOR EACH TWO LIFTS.
BE APPROVED. VERTICAL REINFORCING MAY HAVE ONE SPLICE
CONSTRUCTABILITY BY THE CONTRACTING OFFICER WILL NOT
EXPENSE. ANY SPLICES CONSIDERED EXCESS TO REASONABLE
BY THE CONTRACTING OFFICER WILL BE AT THE CONTRACTOR’S
DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED
CONTRACTING OFFICER. SPLICES OTHER THOSE SHOWN ON THE
CONSTRUCTABILITY AND SUBJECT TO APPROVAL BY THE
INDICATED ON THE DRAWINGS, WHERE ESSENTIAL TO
BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE
SPLICE LENGTH OF THE LARGER BAR. THE CONTRACTOR WILL
DIAMETER ARE LAP SPLICED, SPLICE LENGTHS SHALL BE THE
LENGTHS NOT OTHERWISE INDICATED. WHEN BARS OF DIFFERENT
THE BAR TABLE SHALL BE USED IN DETERMINING LAP SPLICE 4.
IF REQUIRED DEVELOPMENT LENGTH CANNOT BE OBTAINED.
SHOWN ON THIS SHEET. STANDARD HOOKS SHALL BE PROVIDED
EMBEDDED LENGTH SHALL BE IN ACCORDANCE WITH THE TABLE 3.
PSI)
REINFORCING SHALL BE ASTM A615, GRADE 60 (FY = 60,000 2.
SHALL BE 4" UNLESS OTHERWISE NOTED.
1. THE MINIMUM COVER REQUIREMENTS FOR ALL REINFORCEMENT
OTHERS OTHERS
(IN INCHES)
LAP SPLICE
(IN INCHES)
BAR EMBEDMENT
f’c = 4,000 PSI
SPLICE AND EMBEDMENT TABLE
(IN INCHES)
EMBEDMENT
BAR SIZE
MORE THAN 12" OF CONCRETE BELOW IT.
* TOP BAR IS DEFINED AS ANY NON-VERTICAL BAR WITH
BARS *
TOP
BARS *
TOP
(IN INCHES)
EMBEDMENT
BAR SIZE
(IN INCHES)
EMBEDMENT
DRILLED AND GROUTED DOWELS
MINIMUM EMBEDMENT TABLE
13�
11�
7�
5�
BAR SIZE
(IN INCHES)
EMBEDMENT
DRILLED AND GROUTED DOWELS
MINIMUM EMBEDMENT TABLE
4CONCRETE REQUIREMENTS.
9. REFER TO SPECIFICATIONS FOR HOT WEATHER AND COLD WEATHER
CONCRETE.
CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING NEW
8. CLEAN PER SPEC 03 31 01.0010 PARA 3.1 AND MOISTEN ALL
OF USUALLY 5000 PSI AT 28 DAYS.
7. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
ETC. SHALL BE SECURED IN PLACE BEFORE CONCRETE IS PLACED.
6. ALL EMBEDDED STEEL, ANCHORS, DRAIN OUTLETS, EMBEDDED METAL,
R O
N
S Z
K
IE
R L
O
JOINTJT
HORIZONTALHORIZ
HEIGHTH
GRATINGGTG
MATERIALS
GOVERNMENT FURNISHED GFM
GALVANIZEDGALV
FRACTURE CRITICAL MEMBERFCM
EXPANSIONEXP
EXISTINGEXIST
EACH WAYEW
EQUIPMENTEQUIP
EQUAL, EQUALLYEQ
EMBEDMENTEMB
ELEVATIONEL
EACHEA
DRAWINGDWG
DIMENSIONDIM
DIAMETERDIA
DEEPDP
DOUBLEDBL
DOWNSTREAMD/S
CENTERCTR
CONTINUOUSCONT
CONCRETECONC
CLEARCLR
CENTER LINECL
CENTERLINE
CENTER TO CENTERC/C
BOTTOM OFBOT, B/
BEARINGBRG
BEAMBM
AT@
AND&
ALUMINUMALUM
ADHESIVEADH
10. ALL NUTS, BOLTS, WASHERS, AND FASTENERS SHALL BE GALVANIZED.
CHANNELS, ANGLES, AND MISC STEEL - ASTM A36
PLATES SS - TYPE 304
PLATES - ASTM A36
HSS - ASTM 500, GRADE B, Fy=46 KSI MIN., UNO.
W SHAPE - ASTM A992, GRADE 50, Fy=50 KSI MIN, UNO.
SPECIFICATIONS:
ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM 9.
EXISTING BOLTS SHALL NOT BE REUSED.8.
BE PRE-TENSIONED.
BOLTS AT MACHINERY BASE AND AT GATE LEAF END TRUCK SHALL
ASTM A325 BOLTS TIGHTENED TO SNUG-TIGHT CONDITION UNO.
ALL STEEL TO STEEL CONNECTIONS SHALL BE MADE WITH NEW 7.
MINIMUM FILLET WELD FOR FCM SHALL BE 5/16".6.
THE AMERICAN SOCIETY’S STRUCTURAL WELDING CODE AWS D.1.6
ELECTRODES AND SHALL CONFORM TO APPLICABLE PORTIONS OF
ALL WELDS ON STAINLESS STEEL SHALL BE MADE WITH STAINLESS 5.
INSTALLATION OF VERTICAL LIFT GATES.
TO REQUIRMENTS OF SPECIFICATIONS SECTION 35 20 16.53
SECTION D IS A FRACTURE CRITICAL WELD. WELD SHALL CONFORM
WELD ON GOVERNMENT FURNISHED DRAWING LMOO_55_S-7042,
CRITICAL MEMBERS SHALL BE IN ACCORDANCE WITH AWS D1.5. FIELD
FCM DENOTES FRACTURE CRITICAL MEMBERS. WELDING OF FRACTURE 4.
OR AWS D1.5.
AMERICAN WELDING SOCIETY’S STRUCTURAL WELDING CODE AWS D1.1
ALL WELDING SHALL CONFORM TO APPLICABLE PORTIONS OF THE 3.
WELD MATERIAL SHALL BE E70XX.2.
STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES."
STRUCTURAL STEEL WORK SHALL CONFORM TO AISC "CODE OF 1.
WITHW/
VERIFY IN FIELDV.I.F.
VERTICALVERT
UNLESS NOTED OTHERWISEUNO
UPSTREAMU/S
TYPICALTYP
TOP OFT.O.
TOP OFT/
STAINLESS STEELSS
STANDARDSTD
SPACED, SPACESSPA
SIMILARSIM
SHEETSHT
SECTIONSECT
SCHEDULESCH
RIGHTRT
REQUIREDREQ’D
REINFORCINGREINF
REFERENCEREF
RADIUSRAD
REMAINDERR
PRESTRESSEDP/S
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PLATEPL
OPPOSITEOPP
ON CENTERO.C.
NOT TO SCALENTS
MINIMUMMIN
MAXIMUMMAX
LONGLG
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LEFTLT
s
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US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
116’-0" C/C OF PIERS
105’-9�" C/C OF CHAIN
102’-9�" C/C OF TRACK
100’-2�" FACE TO FACE OF DAM PIER (MODIFIED)
1’-6" 1’-6"
10’-6"
P W
P :d m s
L M
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S-2141
0 20’10’5’
SCALE: �"=1’
S Z
K
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W
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V A
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N A
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N E
R A
L A
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A N
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M E
N
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P
IC
A L D
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A C
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IN
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IN
G
R
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IC
IT
A T
IO
N N
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D W
N B
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D B
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D E
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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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
POSITION
IN THE RAISED
MACHINERY SHOWN
GATE OPERATING
UPPER POOL EL. 682.0
EL. 723.0
EL. 667.0
11’-4�"
LOWER POOL EL. 664.5
SCALE: �"=1’-0"
TYPICAL SECTION
SCALE: �"=1’-0"
TYPICAL DOWNSTREAM ELEVATION
PIERLC PIERLC
LC TRACK TRACKLC
LC LC
CHAINCHAIN
NOTE: END TRUCKS NOT SHOWN FOR CLARITY
DIAGRAM
H = 16’-0"
WATER PRESSURE
FLOW
FLOW
WALKWAY NOT SHOWN FOR CLARITY
NTS
TYPICAL DAM GATE CROSS SECTION
RAISED POSITION
HOUSING SHOWN IN
PIER MACHINERY MACHINERY HOUSING (TYP)
OUTLINE PIER
0 PSF
1000 PSF
SIDING
METAL
�" STEEL PLATE.
AND LOCATIONS. FIELD VERIFY LOCATIONS.
SHALL BE COORDINATED WITH EQUIPMENT CONNECTIONS
2. WIDTHS FOR INTERIOR PANELS AND BOLT LOCATIONS
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
F L
O W
8’0 4’ 16’
SCALE: �"=1’
LIGHT FIXTURE (TYP)
WINDOW
CASEMENT
STEEL
EXIST LIGHT FIXTURE
(TYP)
FLASHING
CORNER
(TYP)
FLASHING
CORNER
WINDOW (TYP)
STEEL CASEMENT
P W
P :d m s
L M
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S
.d g n
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D R
S T
F
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:4
L M
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S-2144
M A
C H
IN
E R
Y H
O U
S
IN
G M
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IF
IC
A T
IO
N
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K
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N
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P
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R M
A C
H
IN
E R
Y H
O U
S E
NOTES:
N E
W A
N D E
X
IS
T E
L E
V
O P
T
IO
N
R
H L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
LOUVERED DOOR
BEAM
MACHINERY
BEYOND
SIDING
METAL
(TYP)
SIDING
METAL
(TYP)
BRACKETS
LIFTING
HANDRAIL
AND FIBERGLASS ROOFING
CORRUGATED METAL
CHAINS
BEAM
RELOCATED MACHINERY
(TYP)
BRACKETS
LIFTING
EXIST
(TYP)
SIDING
METAL
EXIST
HANDRAIL
EXIST
WINDOW
EXIST
EXIST CONCRETE CURB
AND FIBERGLASS ROOFING
EXIST CORRUGATED METAL
SIDING
METAL
EXIST
DOOR
LOUVERED
EXIST
BEAM
EXIST MACHINERY
FLASHING
CORNER
METAL SIDING (TYP)
EXIST METAL SIDING (TYP)
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
EXISTING ELEVATIONS PIER 5
CHAINS
MACHINERY
EXIST
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
ELEVATIONS PIER 5 (OPTION)
MACHINERY BEAM
MACHINERY BEAM
SIDING
METAL
BEAM
MACHINERY
BEAM
MACHINERY
RELOCATED
CHAINS
MACHINERY
EXIST
CHAINS
MACHINERY
SIDING
METAL
SIDING
METAL
(REF)
EL 732.08
T/BEAM
EL 732.08
EXIST CONCRETE CURB
BEAM.
MACHINERY
EXIST
LEGEND
A
B
SHALL BE COORDINATED WITH EQUIPMENT CONNECTIONS
2. WIDTHS FOR INTERIOR PANELS AND BOLT LOCATIONS
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
F L
O W
8’0 4’ 16’
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
F
E B
:4
L M
O O
S
.d g n
.0
:1
S-2145
M A
C H
IN
E R
Y H
O U
S
IN
G M
O D
IF
IC
A T
IO
N
S Z
K
IE
R O
N
R L
O
P
IE
R M
A C
H
IN
E R
Y H
O U
S E
NOTES:
N E
W A
N D E
X
IS
T E
L E
V
B A
S E A
N D O
P T
IO
N
R
H L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
METAL SIDING
CASEMENT WINDOW (TYP)
MACHINERY BEAM
HANDRAIL
CONCRETE CURB
LOUVERED DOOR
MACHINERY BEAM
MACHINERY BEAM
EL 725.83
LIGHT FIXTURE (TYP)
FIBERGLASS ROOFING
CORRUGATED METAL AND
BEAM.
MACHINERY
RELOCATED
BEAM
RELOCATED MACHINERY
(TYP)
SIDING
METAL SIDING
METAL
PLATE
�" STEEL
CHAINS
MACHINERY
(TYP)
FLASHING
CORNER
(TYP)
FLASHING
EAVE
HANDRAIL
EXIST
EXIST CONCRETE CURB
DOOR
LOUVERED
EXIST
LIFTING BRACKETS (TYP)
METAL SIDING (TYP)
WINDOW (TYP)
STEEL CASEMENT
EL 723.0
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
EXISTING ELEVATIONS PIERS 6
BEAM
RELOCATED MACHINERY
PLATE
�" STEEL
CHAINS
MACHINERY
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
ELEVATIONS PIER 6 (OPTION CONTRACT)
RELOCATED MACHINERY
HANDRAIL
EXIST
EXIST CONCRETE CURB
BEAM
EXIST MACHINERY
(TYP)
FLASHING
CORNER
FLASHING
CORNER
PLATE
STEEL
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
ELEVATIONS PIER 6 (BASE CONTRACT)
SIDING
METAL
CHAINS
MACHINERY
RELOCATED
(TYP)
FLASHING
EAVE
(TYP)
FLASHING
CORNER
(TYP)
SIDING
METAL
(TYP)
FLASHING
CORNER
BEAM
MACHINERY
LIGHT FIXTURE
METAL SIDING (TYP)
(TYP)
BRACKETS
LIFTING
(TYP)
SIDING
METAL
WINDOW
AND FIBERGLASS ROOFING
CORRUGATED METAL
(TYP)
FLASHING
CORNER
FLASHING
CORNER
SIDING
METAL
DOOR
LOUVERED
BEAM
MACHINERY
EXIST
LOCATION (TYP)
IN NEW
LIGHT FIXTURE
(TYP)
BRACKETS
LIFTING
AND FIBERGLASS ROOFING
CORRUGATED METAL
(REF)
EL 732.08
T/BEAM
(REF)
EL 732.08
T/BEAM
(REF)
EL 732.08
T/BEAM
(REF)
EL 732.08
T/BEAM
BEAM.
MACHINERY
RELOCATED
(REF)
EL 732.08
T/BEAM
LEGEND
A
B
D
C
CHAINS
EXIST
SHALL BE COORDINATED WITH EQUIPMENT CONNECTIONS
2. WIDTHS FOR INTERIOR PANELS AND BOLT LOCATIONS
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
F L
O W
8’0 4’ 16’
SCALE: �"=1’
(TYP)
FLASHING
CORNER
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
F
E B
:4
L M
O O
S
.d g n
.0
:1
S-2146
M A
C H
IN
E R
Y H
O U
S
IN
G M
O D
IF
IC
A T
IO
N
S Z
K
IE
R O
N
R L
O
P
IE
R M
A C
H
IN
E R
Y H
O U
S E
N E
W A
N D E
X
IS
T E
L E
V
B A
S E C
O N
T R
A C
T
NOTES:
R
H L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
METAL SIDING
CASEMENT WINDOW (TYP)
MACHINERY BEAM
HANDRAIL
CONCRETE CURB
LOUVERED DOOR
MACHINERY BEAM
MACHINERY BEAM
EL 725.83
LIGHT FIXTURE (TYP)
FIBERGLASS ROOFING
CORRUGATED METAL AND
RELOCATED MACHINERY
(TYP)
SIDING
METAL SIDING
METAL
PLATE
�" STEEL
CHAINS
MACHINERY
(TYP)
FLASHING
CORNER
IN NEW LOCATION (TYP)
EXIST LIGHT FIXTURE
AND FIBERGLASS ROOFING
EXIST CORRUGATED METAL
HANDRAIL
EXIST
EXIST CONCRETE CURB
LIFTING BRACKETS (TYP)
BRACKETS (TYP)
EXIST LIFTING
METAL SIDING (TYP)
WINDOW (TYP)
STEEL CASEMENT
EL 723.0
BEAM
RELOCATED MACHINERY
PLATE
�" STEEL
CHAINS
MACHINERY
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
ELEVATIONS PIER 7 (BASE CONTRACT)
CHAINS
MACHINERY
EXISTING
CHAINS
EXISTING
MACHINERY
RELOCATED
(TYP)
FLASHING
EAVE
DOOR
LOUVERED
EXIST
(TYP)
SIDING
METAL
BEAM.
MACHINERY
RELOCATED
BEAM
MACHINERY
SCALE: �"=1’-0"
(FOR LOCATION OF ELEVATION CUTS, SEE LEGEND)
EXISTING ELEVATIONS PIER 7
(REF)
EL 732.08
T/BEAM
(REF)
EL 732.08
T/BEAM
(REF)
EL 732.08
T/BEAM
LEGEND
A
B
PLATE.
EXIST �" STEEL
AND LOCATIONS. FIELD VERIFY LOCATIONS.
SHALL BE COORDINATED WITH EQUIPMENT CONNECTIONS
2. WIDTHS FOR INTERIOR PANELS AND BOLT LOCATIONS
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
F L
O W
8’0 4’ 16’
SCALE: �"=1’
LIGHT FIXTURE (TYP)
WINDOW
CASEMENT
STEEL
EXIST LIGHT FIXTURE
(TYP)
FLASHING
CORNER
(TYP)
FLASHING
CORNER
WINDOW (TYP)
STEEL CASEMENT
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
F
E B
:4
L M
O O
S
.d g n
.0
:1
S-2147
M A
C H
IN
E R
Y H
O U
S
IN
G M
O D
IF
IC
A T
IO
N
S Z
K
IE
R O
N
R L
O
P
IE
R M
A C
H
IN
E R
Y H
O U
S E
N E
W A
N D E
X
IS
T E
L E
V
B A
S E C
O N
T R
A C
T
NOTES:
R
H L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E I
N S
T A
L L
A T
IO
N
P
IT
T S
B U
R G
H P
A
CERTIFIED FINAL DOCUMENTS
W
W N
B
LOUVERED DOOR
EX. CONCRETE CURB
BEAM
MACHINERY
BEYOND
SIDING
METAL
MACHINERY BEAM
BEYOND
SIDING
METAL
(TYP)
SIDING
METAL
(TYP)
BRACKETS
LIFTING
EL 732.08
HANDRAIL
AND FIBERGLASS ROOFING
CORRUGATED METAL
CHAINS
MACHINERY
BEAM
RELOCATED MACHINERY
CHAINS
MACHINERY
BEAM.
MACHINERY
RELOCATED
(TYP)
BRACKETS
LIFTING
EXIST
HANDRAIL
EXIST
WINDOW
EXIST
EXIST CONCRETE CURB
AND FIBERGLASS ROOFING
EXIST CORRUGATED METAL
SIDING
METAL
EXIST
SIDING
METAL
EXIST
BEAM
MACHINERY
EXIST
CHAINS
MACHINERY
EXIST
DOOR
LOUVERED
EXIST
BEAM
EXIST MACHINERY
FLASHING
CORNER
(TYP)
FLASHI…
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