New_Plans_.pdf

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US Army Corps of Engineers

SOLICITATION NO.: W912WJ-17-B-0022

CONTRACT NO.:

ISSUE DATE: AUGUST 2017

New England District

DESIGN FILESHEET NO.

G-0011

INDEX TO DRAWINGS

SHEET TITLE

MER-EM-098_G-001.DWG COVER SHEET AND INDEX

A-2013 MER-EM-098_A-201.DWG ARCHITECTURAL ELEVATIONS AND DETAILS

NOT TO SCALE

VICINITY MAP

PROJECT

LOCATION

NEW

HAMPSHIRE

MAINE

VT.

MASSACHUSETTS

CONNECTICUT

R.I.

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GATEHOUSE MASONRY REPAIRS

EDWARD MACDOWELL DAM

PETERBOROUGH, NEW HAMPSHIRE

CONCORD

MANCHESTER

PETERBOROUGH

HANCOCK

PROJECT

LOCATION

DUBLIN

HARRISVILLE

LOWELL

LAWRENCE

FITCHBURG

KEENE

JAFFREY

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RIVER

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MASSACHUSETTS

MER-EM-098_C-101.DWG SITE PLANC-1012

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PROJECT LOCATION

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NO. DRAWING NUMBER

M 78 - 50/211

INFORMATIONAL DRAWINGS

DRAWING TITLE

OUTLET WORKS - PLAN AND PROFILE

M 78 - 50/403 GATE HOUSE - DETAILS OF MAIN ENTRANCE

GATE HOUSE - ELEVATIONSM 78 - 50/392

GATE HOUSE - GENERAL ARRANGEMENT OF EQUIPMENT NO.2M 78 - 50/584

AutoCAD SHX Text

NASHUA

AutoCAD SHX Text

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®of Engineers

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UTILITY BUILDINGS

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CHANNEL

OUTLET

OPERATOR'S HOUSE

SERVICE BRIDGE

CONTROL TOWER UNDER REPAIR

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CONTRACTOR'S STORAGE AREA

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SCALE: 1" = 40' 40' 80'0

STILLING BASIN

D9

A-201

CRACK APPEARS AT FIRST

HEAD JOINT, TYPICALLY.

SEE NOTE 2.

EXISTING LIMESTONE

COPING TO REMAIN

EXISTING LIMESTONE

BELT COURSE TO REMAIN

EXISTING CONCRETE BASE

TO REMAIN

CRACK APPEARS AT FIRST

HEAD JOINT, TYPICALLY.

SEE NOTES 2 AND 3.

RE-POINT ALL BRICK

JOINTS. SEE NOTE 4.

OPERATING FLOOR

967'-0"

NEW EXPANSION JOINT

NEW EXPANSION JOINT

METAL TRANSOM

CRACK APPEARS AT SECOND

HEAD JOINT FROM CORNER

THIS LOCATION ONLY;

RIGHT-HAND SIDE OF NORTH

WALL. SEE NOTE 3.

CRACK APPEARS AT FIRST

HEAD JOINT, TYPICALLY.

SEE NOTE 2.

A1

A-201

OPERATING FLOOR

967'-0"

E.J. TERMINATES AT BOTTOM

OF LIMESTONE COPING. SEE

NOTE 3.

SEE REFERENCE

DRAWINGS FOR

SOUTH ELEVATION

E.J. TERMINATES AT BOTTOM

OF LIMESTONE COPING,

TYPICAL. SEE NOTE 2.

D1

A-201

OPP.

EXISTING LIMESTONE

COPING TO REMAIN

EXISTING LIMESTONE

BELT COURSE TO REMAIN

NEW EXPANSION JOINT

NEW EXPANSION JOINT

OCCURS AT BOTH ENDS

OF ALL FOUR WALLS. SEE

DETAILS AND NOTES FOR

LOCATIONS.

NEW EXPANSION

JOINT

SEE NOTE 2

D1

A-201

EXISTING BRICK

WALL. SEE NOTE 4.

EXTEND E.J. THROUGH EXISTING

LIMESTONE BELT COURSE - SEE

NOTES 2 AND 3.

SEE NOTE 3. FOR

LOCATION OF E.J.

AT NORTH WALL

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STAGGER HELICAL

WALL TIE LOCATIONS

AT CORNERS

EXISTING LIMESTONE

BELT COURSE

EXISTING HEAD JOINT

NEW EXPANSION JOINT

(E.J.) - SEE NOTE 1.

ALIGN

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OUTLINE OF EXISTING

HEAD JOINT BELOW

1/2"

SEE NOTE 2. FOR

LOCATION OF E.J.

DRILL PILOT HOLE

THROUGH BED JOINTS,

TYP. - SEE NOTE 5.

EXISTING STEEL COLUMN

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APPLY MORTAR AFTER

INSTALLATION OF HELICAL

WALL TIES, TYP.

INSTALL 9MM DIA. x 8" LONG

HELICAL WALL TIE - SEE

NOTE 5.

1/4"

NEW EXPANSION

JOINT - SEE NOTE 1.

OUTLINE EXISTING

HEAD JOINT BELOW

NEW EXPANSION

JOINT (E.J.) - SEE

NOTE 1.

EXISTING BRICK HEAD

JOINT. SEE NOTE 4.

1/2"

BEGIN E.J. AT SECOND HEAD JOINT FROM CORNER

SEE NOTE 3.

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EXISTING BRICK HEAD

JOINT. SEE NOTE 4.

THIS CONDITION OCCURS

AT THIS LOCATION ONLY.

SEE NOTE 3.

EXISTING STEEL

COLUMN

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1"

APPLY MORTAR AFTER

INSTALLATION OF HELICAL

WALL TIES, TYP.

1/4"

NORTH WALL

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NEW EXPANSION JOINT -

SEE NOTE 1.

DRILL PILOT HOLE

THROUGH BED JOINTS,

TYP. - SEE NOTE 5.

INSTALL 9MM DIA. x 15"

LONG HELICAL WALL TIE -

SEE NOTE 5.

ALIGN

A-201

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A5

EAST ELEVATION (WEST ELEVATION SIMILAR)

SCALE: 1/4" = 1'-0"

D5

NORTH ELEVATION

SCALE: 1/4" = 1'-0"

D9

TYPICAL PARTIAL ELEVATION

SCALE: 1 1/2" = 1'-0"

A1

DETAIL AT NORTHWEST CORNER EXPANSION JOINT

SCALE: 6" = 1'-0"

GENERAL NOTES:

1. FILL EXPANSION JOINT WITH LOW-MODULUS, NEUTRAL CURE, NON-SAG

SILICONE JOINT SEALANT. FILL JOINT WITH CLOSED-CELL

POLYETHYLENE BACKER ROD FOR FULL LENGTH OF JOINT PRIOR TO

INSTALLATION OF JOINT SEALANT.

2. UNLESS OTHERWISE NOTED, LOCATE NEW CONTINUOUS EXPANSION

JOINT AT FIRST HEAD JOINT FROM CORNERS ON EAST, SOUTH AND

WEST WALLS. EXPANSION JOINT TO BE CONTINUOUS FROM BED JOINT

AT TOP OF CONCRETE BASE TO BED JOINT AT UNDERSIDE OF

LIMESTONE COPING. SEE ELEVATIONS, PARTIAL ELEVATIONS AND

DETAILS THIS SHEET.

3. AT NORTH WALL ONLY; LOCATE EXPANSION JOINT AT SECOND HEAD

JOINT FROM CORNER ON WEST END OF NORTH WALL. EXPANSION JOINT

TO BE CONTINUOUS FROM BED JOINT AT TOP OF CONCRETE BASE TO

BED JOINT AT UNDERSIDE OF LIMESTONE COPING. SEE ELEVATIONS

THIS SHEET.

4. ALL HEAD AND BED JOINTS AT EXTERIOR BRICK WALLS TO BE

RE-POINTED AT ALL FOUR WALLS.

5. STAINLESS STEEL HELICAL WALL TIE (

" DIA.) INSTALLED INSIDE

PRE-DRILLED HOLE. HELICAL WALL TIES TO BE SEPARATED VERTICALLY

BY 6 BRICK COURSES ON EACH WALL. FOLLOW MANUFACTURER'S

COMPLETE INSTRUCTIONS FOR PROPER INSTALLATION OF WALL TIES.

6. REPLACE DAMAGED/CRACKED BRICKS IF CRACK DOES NOT COINCIDE

WITH NEW EXPANSION JOINTS AND REMAINS VISIBLE AFTER EXPANSION

JOINTS ARE ADDED.

7. REMOVE AND REPLACE INKIND ONE EACH CRACKED LIMESTONE BLOCK

LOCATED TO THE EAST SIDE OF THE ENTRANCE DOOR ABOVE THE

WINDOW.

8. PREPARE AND PAINT METAL TRANSOMS, STEEL LINTELS AND STEEL

WINDOW JAMS IN ACCORDANCE WITH SPECIFICATION.

9. REPOINT JOINTS IN EXISTING LIMESTONE BELT COURSE, LIMESTONE

BLOCKS SURROUNDING ENTRY DOOR ON SOUTH SIDE AND THE JOINT

BETWEEN THE BOTTOM COURSE OF LIMESTONE BLOCKS AND

UNDERLYING PRE-CAST CONCRETE TOWER, IN TWO LOCATIONS (ON

EITHER SIDE OF THE ENTRY DOOR.)

D1

TYPICAL DETAIL AT CORNER EXPANSION JOINT

SCALE: 6" = 1'-0"

LEGEND:

CONT. - CONTINUOUS

DIA. - DIAMETER

E.J. - EXPANSION JOINT

OPP. - OPPOSITE