SOW Drawings.pdf

PROJECT LOCATION

TOWNSHEND, VERMONT

PROJECT LOCATION.

GATEHOUSE INTAKE TOWER

SERVICE BRIDGE

SPILLWAY ACCESS

BRIDGE

TOP O

F D

AM

ROUTE 30

AVAILABLE

CONTRACTOR STAGING

AREA

DAM R

OAD

NEW FABRICATION

STEEL DOOR AND

FRAMES. MISSION

BROWN COLOR

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

US Army Corps of Engineers ®

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

J N

E W

M A

N

R d m s \C

O N

-T O

-5 A rc h .r v t

/1

/2

:0

:5

P

M

G-001

C O

V E

R S

H E

E T

G A

T E

H O

U S

E O

V E

R H

E A

R D

D O

O R

R E

P L A

C E

M E

N T

N E

W E

N G

L A

N D

D

IS

T R

IC

T

V

IR

G

IN

IA

R O

A D

C O

N C

O R

D M

A

-2

M .H

O L M

Q U

IS

T

M .H

O L M

Q U

IS

T

K J O

N E

S

J U

L Y

T O

W N

S H

E N

D L

A K

E

T O

W N

S H

E N

D V

E R

M O

N T

NEW ENGLAND DISTRICT

GATEHOUSE OVERHEARD DOOR REPLACEMENT

TOWNSHEND LAKE

TOWNSHEND, VERMONT

NTSB15

PROPOSED PERSPECTIVE VIEW AT

SERVICE BRIDGE

NTSB1

REGIONAL MAP

NTSB7

LOCATION MAP

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

ARCHITECTURE

AD101 DEMOLITION DRAWINGS

A-101 PROPOSED DRAWINGS

REFERENCE DRAWING

CT-1-5314 INTAKE STRUCTURE CONCRETE ELEVATIONS

CT-1-5315 INTAKE STRUCTURE CONCRETE PLANS, ELEVATIONS & SECTIONS

CT-1-5316 INTAKE STRUCTURE CONCRETE SECTIONS

CT-1-5328 INTAKE STRUCTURE SUPERSTRUCTURE ENTRANCE DETAILS

CT-1-5329 INTAKE STRUCTURE SUPERSTRUCTURE DOORS & WINDOWS

CT-1-5333 INTAKE STRUCTURE HEATING, VENTILATING & STANDBY UNIT

CT-1-5354 INTAKE SERVICE BRIDGE PLAN AND PROFILE

CT-1-5356 INTAKE SERVICE BRIDGE SUPERSTRUCTURE SHEET NO.2

CT-1-5384 INTAKE STRUCTURE - ELECTRICAL LIGHTING PLANS AND SECTIONS

CT-1-5386 INTAKE STRUCTURE - ELECTRICAL CONDUIT & GROUNDING DETAILS

AD101

J9

AD101

E5

A9

AD101

GATEHOUSE

OPERATING ROOM

583.0'

GATEHOUSE

51' - 6"

CLEAR

10' - 0"

18' - 5"

SERVICE BRIDGE

14' - 8" 18' - 5"

REMOVE EXISTING 2X FRAMING, FULL

HEIGHT AND WIDTH OF OPENING

SERVICE BRIDGE

REMOVE RIGID INSULATION, FULL

HEIGHT AND WIDTH OF OPENING

REMOVE OVERHEAD COILING DOOR ASSEMBLY

EXISTING SERVICE BRIDGE

ROADWAY CURB

EXISTING SERVICE BRIDGE

CONCRETE SHELF BELOW

EXISTING CAST-IN-PLACE

CONCRETE GATEHOUSE

EXISTING SERVICE BRIDGE

RAILING ASSEMBLY

EXISTING OPENING

12' - 0"

OPERATING ROOM

FLOOR

583' - 0"

E9

AD101

A9

AD101

REMOVE OVERHEAD COILING

DOOR ASSEMBLY

CAST-IN-PLACE

CONCRETE GATEHOUSE

STRUCTURE

EXISTING

SERVICE BRIDGE

EXISTING SERVICE

BRIDGE RAILING

REMOVE DOOR

12' - 0"

2' - 7"

1' - 7" 1' - 0"

EXISTING CAST-IN-PLACE CONCRETE

GATEHOUSE WALL

REMOVE OVERHEAD COILING DOOR

ASSEMBLY

REMOVE RIGID INSULATION BOARDS

REMOVE 2X FRAMING

EXISTING EMBEDDED FRAME

COMPONENTS TO REMAIN

EXTERIOR INTERIOR

B

OPERATING ROOM

FLOOR

583' - 0"

SERVICE

BRIDGE

EXISTING GATEHOUSE

CONCRETE FLOOR

REMOVE OVERHEAD COILING DOOR

ASSEMBLY

REMOVE RIGID INSULATION BOARDS

REMOVE 2X FRAMING

EXISTING EMBEDDED DOOR

FRAME BEYOND TO REMAIN

6"

A

A

GATEHOUSE INTERIOREXTERIOR

B

REMOVE 2X WALL FRAMING

REMOVE RIGID INSULATION

REMOVE OVERHEAD

COILING DOOR ASSEMBLY

EXISTING DOOR FRAME TO REMAIN

STRAP ANCHORS

CAST-IN-PLACE CONCRETE GATEHOUSE WALL

EXISTING EMBEDDED STEEL

PLATE AT FLOOR BELOW TO

REMAIN

GATEHOUSE INTERIOR

EXTERIOR

B

A

OVERHEAD DOOR, INSULATION AND FRAMING

VIEW TOWARDS DOOR HEAD

OVERHEAD DOOR, INSULATION AND FRAMING

VIEW TOWARDS DOOR SILL

EXISTING CONDUITS

A B

CONSTRUCTION LEGEND

EXISTING CONSTRUCTION

CONSTRUCTION TO BE DEMOLISHED

ABBREVIATIONS

CONC CONCRETE

DTL DETAIL

EG FOR EXAMPLE (EXEMPLI GRATIA)

ELEV ELEVATION

MAX MAXIMUM

MIN MINIMUM

NO NUMBER

NTS NOT TO SCALE

RCC RESERVOIR CONTROL CENTER

SH SHEET

SIM SIMILAR

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

J N

E W

M A

N

R d m s \C

O N

-T O

-5 A rc h .r v t

/1

/2

:0

:5

P

M

AD101

E X

IS

T

IN

G

/D E

M O

L

IT

IO

N

D R

A W

IN

G

S

G A

T E

H O

U S

E O

V E

R H

E A

R D

D O

O R

R E

P L A

C E

M E

N T

N E

W E

N G

L A

N D

D

IS

T R

IC

T

V

IR

G

IN

IA

R O

A D

C O

N C

O R

D M

A

-2

M .H

O L M

Q U

IS

T

M .H

O L M

Q U

IS

T

K J O

N E

S

J U

L Y

T O

W N

S H

E N

D L

A K

E

T O

W N

S H

E N

D V

E R

M O

N T

1/4" = 1'-0"J1

OPERATING ROOM (583.0')

EXISTING/DEMOLITION FLOOR PLAN

1/4" = 1'-0"J9

EXISTING SOUTH ELEVATION

1 1/2" = 1'-0"E9

EXISTING HEAD SECTION DETAIL

1 1/2" = 1'-0"A9

EXISTING SILL SECTION DETAIL

1 1/2" = 1'-0"E5

EXISTING JAMB PLAN DETAIL

GENERAL NOTES

1. ALL DIMENSIONS, LOCATIONS AND DETAILS ARE APPROXIMATE AND MUST

BE VERIFIED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH THE

WORK. EXISTING CONDITIONS MAY VARY FROM CONDITIONS SHOWN.

2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND

EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR DEMOLITION

AND REMOVAL OF ALL EXISTING WORK NECESSARY FOR AND INCIDENTAL

TO NEW WORK.

3. THE CONTRACTOR SHALL NOTIFY THE TECHNICAL POINT OF CONTACT

IMMEDIATELY OF ANY DISCREPANCY BETWEEN ASSUMED EXISTING

CONDITIONS AND ACTUAL EXISTING CONDITIONS.

4. NEW WORK SHALL MINIMIZE IMPACT TO EXISTING CONDITIONS. THE

CONTRACTOR MUST TAKE ALL PRECAUTIONS TO PRESERVE AND

MAINTAIN ALL EXISTING CONDITIONS WHICH ARE TO REMAIN.

5. SEE STATEMENT OF WORK FOR SPECIFICATIONS AND FURTHER

INFORMATION REGARDING SHOP DRAWINGS AND OTHER REQUIRED

SUBMITTALS.

6. ACCESS TO, AND OPERATION OF, ALL MECHANICAL AND ELECTRICAL

EQUIPMENT/GATES MUST BE AVAILABLE TO THE PROJECT OFFICE STAFF

AT ALL TIMES. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL

REMAIN OPERATIONAL AND BE PROTECTED FROM CONSTRUCTION

WORK.

7. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING TO MAINTAIN

A SAFE JOB SITE, KEEP THE WORK AREA INCLUDING STORAGE AND

STAGING AREAS FREE OF ACCUMULATION OF WASTE MATERIALS. UPON

COMPLETING WORK IN AN AREA THE CONTRACTOR SHALL REMOVE ANY

TOOLS, EQUIPMENT AND MATERIALS THAT ARE NOT THE PROPERTY OF

THE GOVERMENT.

8. SEE STATEMENT OF WORK FOR A DESCRIPTION OF TEMPORARY

CLOSURE REQUIREMENTS AT THE GATEHOUSE PROJECT SITE.

9. SURVEY ELEVATION 583'-0" AT THE OPERATING ROOM LEVEL IS BASED

OFF REFERENCE DRAWING DESIGN ELEVATIONS.

DEMOLITION NOTES

1. ITEMS IDENTIFIED FOR REMOVAL SHALL BE DEMOLISHED, REMOVED AND

EITHER RECYCLED OR DISPOSED OF UNLESS OTHERWISE NOTED. SEE

STATEMENT OF WORK FOR ADDITIONAL INFORMATION.

2. IN ADDITION TO DEMOLITION INDICATED, THE CONTRACTOR SHALL

PERFORM ALL DEMOLITION REQUIRED TO INSTALL THE NEW WORK AS

SHOWN AND SPECIFIED.

3. RECYCLE ITEMS IDENTIFIED FOR DISPOSAL TO THE GREATEST EXTENT

POSSIBLE.

DEMOLITION KEYNOTES

CONDUITS WILL BE REMOVED AND RELOCATED OUT OF THE PROJECT

WORK AREA PRIOR TO THE START OF THIS WORK, AND ARE NOT PART OF

THIS SCOPE OF WORK

A

NTSE1

VIEW AT SERVICE BRIDGE

NTSA1

INTERIOR PHOTOS

NTSA8

CONDUITS

0 2' 4' 8'

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

0 2' 4' 8'

PLAN NORTH

SEE A-101 FOR NEW WORK AT EXISTING STEEL FRAMEB

B

A-101

J9

A9

A-101

A-101

E5

GATEHOUSE OPERATING ROOM

583.0'

+/- 6" 11' - 0" +/- 6"

GATEHOUSE

51' - 6"

CLEAR

10' - 0"

18' - 5"

SERVICE BRIDGE

14' - 8" 18' - 5"

SERVICE BRIDGE

NEW STEEL DOOR FRAME

NEW THRESHOLD BELOW

NEW STEEL PAIR OF DOORS

FABRICATE CUSTOM STEEL DOORS FOR A MINIMUM

90 DEGREE OUTSWING OPENING. CONTRACTOR

SHALL VERIFY EXISTING CURB CONDITIONS AND

DIMENSIONS IN FIELD. SEE STATEMENT OF WORK

FOR ADDITIONAL INFORMATION REGARDING SHOP

DRAWINGS FOR APPROVAL.

PASSAGE DOOR INTEGRATED INTO

OVERSIZED DOOR PANEL

DOOR AND FRAME ASSEMBLY

12' - 0"

MINIMUM CLEAR OPENING

10' - 8"

OPERATING ROOM

FLOOR

583' - 0"

E9

A-101

A9

A-101

INSULATED PASSAGE DOOR (3'x7')

AND FRAME, FABRICATED INTEGRAL

INTO OVERSIZED DOOR PANEL

TAMPER RESISTANT, STAINLESS

STEEL OR CORROSION RESISTANT

HINGES, TYPICAL. HINGE TYPE AND

LOCATION AS DETERMINED BY DOOR

AND FRAME FABRICATOR. INDICATE

LOCATIONS ON DOOR AND FRAME

SHOP DRAWINGS

NEW STEEL DOOR FRAME FOR

PROPOSED OVERSIZED STEEL DOORS.

SECURE INSIDE EXISTING OPENING

MINIMIZE STEP AT

PASSAGE DOOR.

INDICATE

DIMENSION ON

SHOP DRAWINGS

FRAME SIZE AS DETERMINED BY DOOR AND FRAME FABRICATOR. MINIMIZE JAMB

WIDTH FOR MAXIMUM PAIR OF DOOR OPENING CLEARANCE, COORDINATE SIZE

WITH SERVICE BRIDGE CURB CLEARANCE AND DOOR SWING

PROVIDE STAINLESS STEEL DOOR

HOLD OPEN HARDWARE, SECURE TO

BRIDGE CURB TYPICAL BOTH SIDES

/2

M

A X

+/- 6" 11' - 0" +/- 6"

A-101

A-101

3' - 0"

2' - 7"

1' - 7" 1' - 0"

EXISTING CAST-IN-PLACE CONCRETE

GATEHOUSE WALL

SUBMIT SHOP DRAWINGS INDICATING

FRAME ATTACHMENT, FASTENER

TYPE, LOCATION AND FREQUENCY

FOR REVIEW AND APPROVAL

INSULATED STRUCTURAL STEEL DOOR FRAME. DESIGN AND FABRICATE FRAME

DIMENSIONS FOR MAXIMUM CLEAR OPENING. COORDINATE WITH DESIGN CRITERIA

IN STATEMENT OF WORK

INSULATED STRUCTURAL STEEL

DOOR PANEL

SEALANT TYPICAL AT FULL

PERIMETER OF FRAME, BOTH SIDES

INTEGRAL STOPS AND

WEATHERSTRIPPING, TYPICAL AT

SIDE FRAMES AND TOP FRAME

PER. DOOR AND FRAME

FABRICATOR'S SPECIFICATIONS

3 1/2"

EXTERIOR INTERIOR

OPERATING ROOM

FLOOR

583' - 0"

SERVICE

BRIDGE

EXISTING GATEHOUSE

CONCRETE FLOOR

GATEHOUSE INTERIOREXTERIOR

STAINLESS STEEL THRESHOLD,

MAX HEIGHT:1/2", WEATHERSEAL

AND SET IN MASTIC

INSULATED STRUCTURAL STEEL

DOOR

WEATHERSTRIPPING

STEEL DOOR FRAME BEYOND

EXISTING FRAME BEYOND

EXISTING STEEL PLATE TO REMAIN

GATEHOUSE INTERIOR

EXTERIOR

FASTENER DESIGN BY DOOR AND FRAME FABRICATOR, SUBMIT

SHOP DRAWINGS INDICATING FRAME ATTACHMENT, FASTENER TYPE,

LOCATION AND FREQUENCY FOR REVIEW AND APPROVAL

STRUCTURAL STEEL DOOR

FRAME WITH INSULATED CORE

STRUCTURAL STEEL DOOR

PANEL WITH INSULATED CORE

SIZE AS DETERMINED BY STEEL DOOR AND

FRAME FABRICATOR. MINIMIZE FRAME

SIZE FOR MAXIMUM CLEAR OPENING.

CONFORM TO DESIGN CRITERIA

STAINLESS STEEL

THRESHOLD BELOW

+/- 6"

EXISTING DOOR FRAME

INSULATED

OVERSIZED DOOR

PANEL

INSULATED

PASSAGE DOOR

PANEL

PROVIDE PASSAGE

DOOR FRAME WITH

INTEGRAL DOOR STOP

PROVIDE WEATHER

STRIPPING, TYPICAL AT

PERIMETER OF PASSAGE

DOOR

EXTERIORINTERIOR

INSULATED OVERSIZED DOOR PANEL

INSULATED PASSAGE DOOR PANEL

PROVIDE PASSAGE DOOR FRAME WITH

INTEGRAL DOOR STOP

PROVIDE WEATHER STRIPPING, TYPICAL

AT PERIMETER OF PASSAGE DOOR

EXTERIOR

INTERIOR CONSTRUCTION LEGEND

EXISTING CONSTRUCTION

NEW CONSTRUCTION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

J N

E W

M A

N

R d m s \C

O N

-T O

-5 A rc h .r v t

/1

/2

:0

:5

P

M

A-101

P R

O P

O S

E D

D R

A W

IN

G

S

G A

T E

H O

U S

E O

V E

R H

E A

R D

D O

O R

R E

P L A

C E

M E

N T

N E

W E

N G

L A

N D

D

IS

T R

IC

T

V

IR

G

IN

IA

R O

A D

C O

N C

O R

D M

A

-2

M .H

O L M

Q U

IS

T

M .H

O L M

Q U

IS

T

K J O

N E

S

J U

L Y

T O

W N

S H

E N

D L

A K

E

T O

W N

S H

E N

D V

E R

M O

N T

1/4" = 1'-0"J1

OPERATING FLOOR PROPOSED

1/4" = 1'-0"J9

ELEV SOUTH - PROPOSED

1 1/2" = 1'-0"E9

PROPOSED HEAD SECTION DETAIL

1 1/2" = 1'-0"A9

PROPOSED SILL SECTION DETAIL

1 1/2" = 1'-0"E5

PROPOSED JAMB SECTION DETAIL

NEW WORK NOTES

1. FABRICATE OVERSIZED STEEL DOORS AND FRAMES FOR COMPATIBILITY

WITH EXISTING SITE CONDITIONS AND PROPOSED REQUIREMENTS AS

OUTLINED IN THE STATEMENT OF WORK. GRAPHIC DEPICTIONS OF

DOORS, FRAMES, HARDWARE AND ASSOCIATED COMPONENTS AND

CONFIGURATION MAY DIFFER BASED ON MANUFACTURER/FABRICATOR.

2. SHOP ASSEMBLE DOOR AND FRAME COMPONENTS AND DELIVER TO THE

SITE TO THE MAXIMUM EXTENT POSSIBLE FOR QUALITY CONTROL. FOR

COMPONENTS UNSUITED FOR SHOP ASSEMBLY, IDENTIFY AND SUBMIT

LIST OF FIELD ASSEMBLED OR FIELD FABRICATED COMPONENTS TO THE

TECHNICAL POINT OF CONTACT PRIOR TO STARTING THE WORK.

DOOR SCHEDULE NOTES

1. DOOR FABRICATOR SHALL VERIFY PROPOSED DIMENSIONS WITH

FABRICATION CONSTRAINTS. INDICATE ALL DIMENSIONS ON SHOP

DRAWINGS.

2. INCLUDE HARDWARE AND ACCESSORIES FOR OVERSIZED AND MAN

SIZED DOORS. SEE STATEMENT OF WORK FOR HARDWARE AND

ACCESSORY INFORMATION.

3. CONTRACTOR SHALL PROVIDE A DOOR, FRAME AND HARDWARE

SUBMITTAL FOR REVIEW AND APPROVAL BY THE TECHNICAL POINT OF

CONTACT PRIOR TO ORDERING. SEE STATEMENT OF WORK FOR

ADDITIONAL INFORMATION.

1 1/2" = 1'-0"4

PASSAGE DOOR HEAD

1 1/2" = 1'-0"5

PASSAGE DOOR JAMB

SHEET KEYNOTES

INSTALL HOLD OPEN HARDWARE COMPONENTS AT AREAS OF SOUND

CONCRETE ONLY. DO NO INSTALL AT AREAS SHOWING SPALLING.

AFTER INSTALLATION IS COMPLETE, ENSURE ADJACENT AREAS OF

CONCRETE REMAIN IN THEIR ORIGINAL CONDITION. CONTRACTOR

SHALL ENSURE THE LOCATION OF NEWLY INSTALLED HARDWARE WILL

HAVE A CLEAR DISTANCE OF 3" FROM EXISTING REBAR INSIDE CURB.

DO NOT INSTALL DOOR HOLD OPEN HARDWARE INTO BRIDGE

CONCRETE DECK WITHOUT PRIOR APPROVAL BY THE TECHNICAL

POINT OF CONTACT. INCLUDE PROPOSED HOLD OPEN HARDWARE AND

LOCATIONS ON SHOP DRAWINGS FOR APPROVAL BY THE TECHNICAL

POINT OF CONTACT.

0 2' 4' 8' 0 2' 4' 8'

PLAN NORTH

NEW DOOR SCHEDULE

DOOR NO. WIDTH HEIGHT

ROUGH

OPENING COMMENTS:

D01 11' - 0" 13' - 9" 12' X 14' INSULATED DOOR

2 CLEAN AND PREPARE EXISTING STEEL DOOR FRAME FOR NEW EPOXY

SEALER AND FINISH COAT. SEE STATEMENT OF WORK FOR

REQUIREMENTS.

0 0.25' 0.5' 1' 1.5'

** 10'-8" MINIMUM CLEAR OPENING