Drawings.pdf

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US Army Corps of Engineers ®

New England District

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GATES 2 AND 3 REPLACEMENT

BALL MOUNTAIN DAM

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CONTRACT NO.:

ISSUE DATE: JULY 2020

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INDEX TO DRAWINGS

SHEET NO. DESIGN FILE SHEET TITLE

DRAWING FILE

CT-1-4176

CT-1-4184

CT-1-4185

CT-1-4186

CT-1-4187

CT-1-4188

CT-1-4189

CT-1-4192

CT-1-4194

CT-1-4195

CT-1-4199

CT-1-4210

CT-1-4412

CT-1-4413

CT-1-4415

18G36 R/1

18640 R/1

18641 R/2

18644-A R/1

18644

B-3-01

B-3-02

SLG-4698-301.1

SLG-4698-401.1

SLG-4698-201.1

SLG-4698-402.1

SLG-4698-202.1

SLG-4698-302.1

SLG-4698.904.1

G-001 CON-BM-481_G-001.DGN COVER SHEET AND INDEX

S-301 CON-BM-481_S-301.DWG GENERAL SECTION AND ELEVATION VIEW

M-101 CON-BM-481_M-101.DGN MECHANICAL PLAN AND SECTION

M-501 CON-BM-481_M-501.DGN MECHANICAL DETAILS

M-502 CON-BM-481 M-502.DGN HYDRAULIC DETAILS

INDEX TO INFORMATION DRAWINGS

SHEET TITLE

OUTLET WORKS AND SPILLWAY PLAN AND SECTIONS

INTAKE TOWER PLAN AND SECTION

INTAKE TOWER PLAN AT ELEVATION 805.5 AND 826.0

INTAKE TOWER PLAN AT ELEV. 868.0 AND SECTIONS

INTAKE TOWER SECTIONS E. 799.5 70 EL. 868.0

INTAKE TOWER PLANS AT ELEVATIONS 1039.0 - 1052.5, 1068.5 AND 1085.5

INTAKE TOWER SECTIONS - ELEVATIONS 868.0 TO 1087.5

INTAKE TOWER AIR VENTS AND ACCESSORIES

INTAKE TOWER ARCHITECTURAL PLANS & DETAILS

INTAKE TOWER ARCHITECTURAL ELEVATION, SECTIONS & DETAILS

INTAKE TOWER VERTICAL SECTIONS STEEL REINFORCEMENT

TRANSITION AND TUNNEL CONCRETE SECTIONS NO.1

GENERAL ARRANGEMENT OF EQUIPMENT SECTIONS AND DETAILS

INTAKE TOWER GATE ASSEMBLY SECTIONS & DETAILS

INTAKE TOWER HYDRAULIC PIPING DIAGRAM GATE HANGER ARRANGEMENT & SUMP PUMP

SLUICE GATE HYDRAULIC CYLINDER DETAILS

SLUICE GATE LEAF AND SEAT

SLUICE GATE SEMI-AUTOMATIC HANGER

SLUICE GATE HYDRAULIC PIPING ASSEMBLY

SLUICE GATE HYDRAULIC PIPING ASSEMBLY

GENERAL ARRANGEMENT PLAN, PROFILE & ELEVATION

GENERAL ARRANGEMENT PLATFORM PLANS

GATE LEAF FABRICATION

GATE LEAF MACHINING - STAGE 1

GATE LEAF ASSEMBLY - PRIMARY

GATE LEAF MACHINIG - STAGE 2

GATE LEAF ASSEMBLY - FINAL

GATE LEAD FRAME SUB-ASSEMBLY

STEM NUT

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH DATE

REVIEWED BY:

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH DATE

APPROVAL RECOMMENDED BY:

CHIEF, DESIGN BRANCH DATE

APPROVED BY:

CHIEF, ENGINEERING DIVISION DATE

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

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ACCESS

EQUIPMENT

C1

B6

SECTION AT GATE CHAMBER

FLOW

EL 805.5 (CONDUIT INVERT)

EL. 826.0

EL. 857.5

EL. 864.0

FIELD VERIFY ALL DIMENSIONS.

NOT ALL COMPONENTS SHOWN FOR CLARITY.

FIELD VERIFY ALL DIMENSIONS.

NOT ALL COMPONENTS SHOWN FOR CLARITY.

CYLINDER

GATE 3 HYDRAULIC

CYLINDER

GATE 2 HYDRAULIC

(NOT PART OF THIS CONTRACT)

GATE 1 HYDRAULIC CYLINDER

SUMP

FD

FD

MANHOLE (TYP OF 3)

FLOAT WELL

SCALE: 1/4" = 1'

0 4' 8'2'

KEY PLAN

VENT

AIR

VENT

AIR

VENT

AIR

SCALE: 1/4" = 1'

0 4' 8'2'

PIT

ELEVATOR

VENT

AIR

MANHOLE

(PIPING NOT SHOWN)

TRENCH FOR HYDRAULIC PIPING

BRACKET FOR POSITION INDICATOR

SAFETY STUD CAP: MARK 12 (DRAWING 18641 R/2)NEW SAFETY STUD: MARK 70 (SHEET M-501)

FASTENERS: MARK 16 (DRAWING 18636 R/1)

CYLINDER: MARK 1 (DRAWING 18636 R/1)

FASTENERS: MARK 21 (DRAWING 18636 R/1)

PACKING SEAT: MARK 8 (DRAWING 18636 R/1)

PISTON: MARK 6 (DRAWING 18636 R/1)

PISTON RING: MARK 15 (DRAWING 18636 R/1)

FASTENERS: MARK 20 (DRAWING 18636 R/1)

6" DIA. PACKING SEAT: MARK 5 (DRAWING 18636 R/1)

NEW STEM: MARK 22 (SHEET M-501)

NEW GATE LEAF DETAILS

AND SPECIFICATIONS FOR

SEE STRUCTURAL DRAWINGS

BONNET COVER (DRAWING UNAVAILABLE)

PLAN AT GATE CHAMBER EL. 826.0

SEMI-AUTOMATIC HANGER ASSEMBLY (DRAWING 18641 R/2)

(TRENCH NOT SHOWN)

NEW COMPONENTS

CALLOUTS THIS SIDE:

(WHERE MARK AND/OR DWG# INDICATED)

REFURBISHED COMPONENTS

CALLOUTS THIS SIDE:

NEW PACKING: MARK 13 (SHEET M-501)

NEW GASKET (O-RING): MARK 19 (SHEET M-501)

NEW GASKET (O-RING): MARK 19 (SHEET M-501)

NEW 6" DIA. OIL PACKING: MARK 11 (SHEET M-501)

NEW WATER PACKING: MARK 12 (SHEET M-501)

(FIELD VERIFY TYPE, DIMENSIONS)

NEW GASKET BETWEEN BONNET AND BONNET COVER

UNAVAILABLE)

BONNET (DRAWING

ASSEMBLY POSITION ON STEM

FIELD VERIFY THE ACTUAL

NEW TOP LEAF SPACER: MARK 3 (SHEET M-501)

POSITION AND ALL COMPONENTS

FIELD VERIFY ACTUAL ASSEMBLY

(SHEET M-501)

NEW BOTTOM LEAF NUT: MARK 4

FASTENERS: MARK 20 (SHEET M-501)

NEW LOWER 6" DIA. PACKING SEAT: MARK 5 (SHEET M-501)

STEM EXTENSION: MARK 23 (DRAWING 18636 R/1)

FASTENERS: MARK 18 (DRAWING 18636 R/1)

PACKING GLAND: MARK 9 (DRAWING 18636 R/1)

CYLINDER HEAD: MARK 2 (DRAWING 18636 R/1)

FASTENERS: MARK 17 (DRAWING 18636 R/1)

6" DIA. PACKING GLAND: MARK 7 (DRAWING 18636 R/1)

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REFER TO THIS COMPONENT.

GATE STEM, AND PISTON ROD ALL

AND SPECIFICATIONS TO STEM,

NOTE THAT REFERENCE IN THE PLANS

-PROCEDURES TO DEAL WITH FASTENERS OR OTHER ASSEMBLY METHODS THAT ARE DETERIORATED OR OTHERWISE MALFUNCTIONING.

-PROCEDURES TO ENSURE COMPONENTS ARE RE-INSTALLED IN THE SAME ALIGNMENTS AS THEY ARE PRESENTLY ASSEMBLED.

TO MAINTAIN AND/OR ENSURE LEAK-FREE SEAL.

-REPLACEMENT OF THE GASKET BETWEEN THE BONNET AND THE BONNET COVER (OR ADDITION OF GASKET, IF NO GASKET IS PRESENT).

STRUCTURES IS MAINTAINED.

-METHOD OF REMOVAL AND REINSTALLATION TO ENSURE ACCURATE ALIGNMENT OF MACHINERY AND

DESIGN CONSIDERATIONS INCLUDE, BUT ARE NOT LIMITED TO:

AND SHALL PROPOSE METHODS AND MATERIALS FOR RE-INSTALLATION ONCE THE WORK IS COMPLETE.

CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS OF EACH HYDRAULIC CYLINDER ASSEMBLY

6. DURING DISASSEMBLY OF HYDRAULIC CYLINDER COMPONENTS FOR EXECUTION OF THIS WORK, REFURBISHED IN ACCORDANCE WITH THE SPECIFICATIONS.

THE EXISTING COMPONENT MARKS AND REFERENCE DRAWINGS INDICATE COMPONENTS THAT SHALL BE

5. REFER TO FOR INFORMATION ONLY DRAWINGS FOR ADDITIONAL EQUIPMENT INFORMATION. CALLOUTS TO

4. FIELD VERIFY ACTUAL CONDITIONS AND DIMENSIONS.

3. GATES ARE SHOWN IN THE FULLY CLOSED POSITION.

2. HYDRAULIC PIPING AND COMPONENTS ARE NOT SHOWN FOR CLARITY.

WORK SEQUENCES.

CONDITIONS AND SHALL COORDINATE WITH USACE TO DETERMINE SAFE AND APPROPRIATE

1. NOT ALL ITEMS SHOWN FOR CLARITY. CONTRACTOR SHALL BECOME FAMILIARIZED WITH ACTUAL SITE

SHEET NOTES:

B6

M-101

B6

M-101

PROFILE

1/16"= 1'-0"

ELEVATION

1/16"= 1'-0"

A

PLAN AT 864.0'

1/16"= 1'-0"

SCALE IN FEET

160 32

Project No. Date Revised

J D r a w i n g s W o r k i n g

D r a w i n g s

B d w g

Drawing

No.

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Date Drawn Checked

CheckedDrawnDesigned

Revision No.

1871006

BALL MOUNTAIN

HYDROELECTRIC PROJECT

GENERAL ARRANGEMENT

PLAN, PROFILE & ELEVATION

BLUE HERON HYDRO, LLC

MORRISTOWN, NEW JERSEY

05-08-14

USACE REFERENCE DRAWINGS - INTAKE TOWER

SHEET NUMBER DRAWING TITLE

CT-1-4184 INTAKE TOWER - PLAN & SECTION

CT-1-4185 INTAKE TOWER AT ELEVATIONS 805.5' & 826.0'

CT-1-4186 INTAKE TOWER AT ELEVATION 868.0' & SECTIONS

CT-1-4187 INTAKE TOWER SECTIONS AT ELEVATIONS 799.5' TO 868.0'

CT-1-4188

INTAKE TOWER PLANS AT ELEVATIONS 1039.0', 1052.0', 1068.5' & 1085.5'

0 TLT PJWRELEASED FOR CONSTRUCTION 3-19-15

PLAN AT EL. 864.0'

3/16"= 1'-0"

PLAN AT EL. 882.5'

3/16"= 1'-0"

PLAN AT EL. 914.0'

3/16"= 1'-0"

BASELINE ABASELINE A

B A

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L I N

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B

B-5-01

B A

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L I N

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B-4-01

B A

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BASELINE A

B-4-01

3/8"= 1'-0"

LADDER LANDING - GRATING AND

HANDRAIL PLAN T.O.S. @ EL. 872.33'

3/8"= 1'-0"

LADDER LANDING

FRAMING PLAN T.O.S. @ EL. 872.33'

Project No. Date Revised

J D r a w i n g s W o r k i n g

D r a w i n g s

B d w g

Drawing

No.

M a r

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Date Drawn Checked

CheckedDrawnDesigned

Revision No.

1871006

GENERAL ARRANGEMENT

PLATFORM PLANS

BALL MOUNTAIN DAM

HYDROELECTRIC PROJECT

BLUE HERON HYDRO, LLC

MORRISTOWN, NEW JERSEY

4-15-14

0 TLT PJWRELEASED FOR CONSTRUCTION 3-19-15

7.25 in OD x 6.75 in ID

Notes:

1. All welding per AWS D1.6

5.875-6 UN 2B

Major diameter: 5.9132 / 5.8750 Pitch diameter: 5.7809 / 5.7667 Minor diameter: 5.7251 / 5.6946

Pages from Hydro Plans Ball Mountain .pdf

Ball Mt - Shop Dwg Pkg - 20190222.pdf