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12345
D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Sheet of
DRAWING INDEX
DRAWING TITLE REFERENCE CONVENTIONS
X
X X
SHEET NUMBER
OF VIEW DRAWN
SHEET NUMBER
OF VIEW TAKEN
DRAWING NUMBER
DETROIT, MICHIGAN
SCALE:
CHIEF, ENGINEERING MANAGEMENT BRANCH
COL. E.N. DISTRICT ENGINEER
SCALE IN FEET
(TYPICAL ALL SHEETS)
SCALE IN MILES
0 5050 100
2505007501000 500 1000
APPROVAL RECOMMENDED BY:SUBMITTED TO:
APPROVED BY:
N
SIGNATURES AFFIXED
BELOW INDICATE
OFFICAL RECOMM-
ENDATION AND
APPROVAL OF ALL
DRAWINGS IN THIS
SET AS INDEXED
ON THIS SHEET.
N/A
SHT NO
(TYPICAL ALL SHEETS)
GENERAL NOTES
ABBREVIATIONS
(TYPICAL ALL SHEETS)
CL
VIEW IDENTIFICATION
DESIGNATION
ST. JOSEPH
LUDINGTON
KEWAUNEE
CHICAGO
L A
K E
M I
C H
I G
A N
MICHIGAN
WISC.
L A
K E
S U P E R I
O R
A
H
U R
O N
L
L A
R
I
LOCATION MAP
SAULT STE. MARIE, MICHIGAN
S
A
A
FEY
Y
T
P S
CORPS OF ENGINEERS
DETROIT DISTRICT
SAULT STE. MARIE
MICHIGAN
MILWAUKEE
SOO LOCKS COMPLEX
SAULT STE. MARIE
WHITEFISH ISLAND
IN
TER
N A
TIO
N
A L B
O U
N D
A R
Y
EDISON
SAULT
ELECTRIC CO POWER
ED
ISO
N
SA
U
LT ELEC
TR
IC
PO
W
ER PLA
N T
SAULT STE. MARIE
MICHIGAN
PORTAGE AVENUE
EMELINE ST
GROS CAP AVE
T R
E M
P E
S G
R A
N D
F O
T
T
SPRUCE ST
RIDGE ST
ARLINGTON ST
PORTAGE AVE
M
APLE ST
SPRUCE ST
B
IN
G H
A
V E
A S H
M U
M S
T
J O
H N
S T
O N
S T
IN
T
E R
N A
T
IO
N A
L H
IG
H
W A
Y B
R
ID
G E
ST. MARYS RIVER
I N
T E
R N
A T
I O
N
L
B
R I D
G E
NORTHWEST PIER
SOUTHEAST PIER
SABIN LOCK
DAVIS LOCK
POE LOCK
MAC ARTHUR LOCK
COMPENSATING WORKS
N
NORTHEAST PIER
SAULT STE.
MARIE
ONTARIO
CANADA
EAST CENTER
PIER
VICINITY MAP
CA
N
A L
POUNDS PER SQUARE FOOT....... PSF
REINFORCED...................REINF
REMOTELY OPERATED VEHICLE..... ROV
REQUIRED................... REQ’D
W
ATER ST
NAV CANAL SIDE
E.S.E.C. P
OWER
CANAL SIDE
ASPHALT...................... ASP
AVENUE....................... AVE
CENTER LINE
CENTER TO CENTER.......... C TO C
COMPANY....................... CO
CONCRETE.................... CONC
CONSTRUCTION............... CONST
SOLICITATION NUMBER: DACW35-95-B-0019
SOO LOCKS COMPLEX
EMERGENCY DAM STEAMPLANT REPLACEMENT
PROJECT
LIMIT
C O
V E
R .D
G N
D.M. 12/1469
CHIEF, ENGINEERING AND PLANNING DIVISION
EMERGENCY DAM STEAMPLANT REPLACEMENT
COVER SHEET, LOCATION & VICINITY MAPS,
& GENERAL NOTES
US Army Corps of Engineers
Increase Profit...Submit VECP’S
Value Engineering
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES
PRIOR TO STARTING WORK AND SHALL CONDUCT
HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT
THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT
BE DISTURBED.
2. THE EXISTING INFORMATION DEPICTED ON THESE
DRAWINGS REPRESENT THE RESULTS OF RECENT INSPECTIONS
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITIONS EXISTING AT THE TIME OF THE INSPECTION.
3. ALL ELEVATIONS PROVIDED ON DRAWINGS ARE REFERENCED
TO I.G.L.D. 1955.
EDISON SUALT ELECTRIC
COMPANY................. E.S.E.C.
FEET.......................... FT
ELEVATION..................... EL
FINISHED FLOOR.............. F.F.
INTERNATIONAL GREAT
LAKES DATUM............. I.G.L.D.
LOW WATER DATUM.............. LWD
MAXIMUM...................... MAX
MINIMUM...................... MIN
NAVIGATIONAL................. NAV
NORTH.......................... N
NOT APPLICABLE.................N/A
NUMBER........................ NO
SECTION...................... SEC
STATION...................... STA
STREET........................ ST
TYPICAL...................... TYP
UNITED STATES............... U.S.
UNITED STATES
GEOLOGICAL SURVEY.........U.S.G.S.
WEST........................... W
GENERAL
COVER SHEET, LOCATION & VICINITY MAPS, & GENERAL NOTES
SITE WORK
SITE PLAN
MANHOLE DETAILS
ARCHITECTURAL
FLOOR PLAN, ROOF PLAN, & SCHEMATICS
FLOOR PLAN, FOUND PLAN, ROOF PLAN, ELEVATIONS, & SECTIONS
WALL SECTIONS
DETAILS
STRUCTURAL
FOUNDATION PLAN, ROOF, FRAMING PLAN, & SECTIONS
STRUCTURAL SECTIONS & DETAILS
MECHANICAL
SYMBOLS, GENERAL NOTES, & ABBREVIATIONS
AREA PLANS 1, 2, & 3
AREA PLAN 4 & ENLARGED PLAN
ENLARGED PLAN - ELECTRIC SERVICE TUNNEL ENTRANCE
STEAMPLANT MECHANICAL FLOOR PLAN, BOILER PIPING PLAN,
& SECTION
PIPING DIAGRAMS
SCHEDULES & DETAILS
ONE LINE DIAGRAM
POWER SCHEDULES
ELECTRICAL
SYMBOLS, GENERAL NOTES, & ABBREVIATIONS
SITE KEY PLAN & AREA PLAN 4
AREA PLANS 1, 2, & 3
STEAMPLANT POWER PLAN
STEAMPLANT LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE
G-1
C-1
C-2
A-1
A-1A
A-3
A-4
S-1
S-2
M-1
M-2
M-3
M-4
M-5
M-6
M-7
E-1
E-2
E-3
E-4
E-5
E-6
E-7
IN THE TABLE LABLED DRAWING INDEX THE ROW "A-2
BUILDING ELEVATIONS" WAS REPLACED WITH "A-1A FLOOR
PLAN, FOUND PLAN, ROOF PLAN, ELEVATIONS, AND SECTIONS".
AS-BUILT
APR 1997
G-1
100 0 100 200 300
N
N 638,500
N 638,000
N 637,500
MH
MH
MH MH
MH
MH
MH
MH
D
C
B
A
5 4 3 2 1
A
B
C
D
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
JJB
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
AS SHOWN
EMERGENCY DAM STEAMPLANT REPLACEMENT
KJB
ALF
SITE PLAN
SITE PLAN
C-1 2
DAVIS LOCK SOUTH
WEST OPERATING SHELTER
MARINE
LIBRARY
VISITORS
CENTER
DAVIS
BUILDING
ADMINISTRATION
BUILDING
REQUIRED GAS METER
LOCATION BY LOCAL
GAS COMPANY
3" GAS PIPING
UNDER PORTAGE
AVENUE
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
N 638,000
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
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
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
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
SIGN
FOUNTAIN
L
MH MH
L
L
L
L
L L
L
605 605
590 595
CONTRACTOR TO VERIFY
EXISTING UNDERGROUND
UTILITIES WITHIN
CONSTRUCTION LIMITS
LEGEND
L
606.17
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING AND COORDINATING GAS
COMPANY REQUIRED SERVICE. CONTRACTOR
TO INCLUDE ALL REQUIRED CHARGES BY THE
GAS COMPANY IN THE CONTRACT PRICE.
CONTACT: MICHIGAN CONSOLIDATED GAS COMPANY
MR. RICK A. WATZEL
616-929-2267
MAIN GATE
FOR SITE ACCESS
12" CITY SEWER
SEE NOTE 3.
6" PVC SANITARY
FROM NEW MANHOLE
TO 12" SANITARY.
(SEE NOTE 2)
COMPRESSED AIR
PIPING TO BE
CAPPED AND
ABANDONED
EXISTING UNDERGROUND FUEL OIL
AND COMPRESSED AIR PIPING
REQUIRED STEAMPLANT
WORK AREA
AND STAGING
SEE SPECIFICATION SECTION 01999
FOR SOIL BORING REPORT LOCATIONS
EXISTING
EMERGENCY DAM
STEAMPLANT
D.M. 12/1470
REQUIRED 2" GAS
PIPING TO GAS METER
BY LOCAL GAS CO.
ENLARGED SITE PLAN
0 30 30 60FT
SCALE: 1’’= 30’
LAWN AREA
LAWN AREA
606.17 606.17
606.17
606.17
606.40
DAVIS LOCK SOUTH
WEST OPERATING
SHELTER
WALKS TO MATCH EXISTING
SIDEWALK GRADES
SEE CABLE GALLERY PIPING
DIAGRAM, DRAWING M-2
L
L
L
L
L
L
L
L
L L
L
L
L
MAGAZINE
STREET
PROJECT STAGING AREA-
OLD RAILROAD STATION,
SOUTH OF PORTAGE AVE.
AND WEST OF MAGAZINE ST.
EXISTING FUEL OIL MANHOLE
TO BE DEMOLISHED. SEE STR.
NO. 10 MANHOLE DETAIL,
DRAWING C-2
LIGHT POLE
MOORING BOLLARD
RAILING
FINISH GRADE AT
BLDG. CORNER (IGLD)
DUCTILE IRON PIPEDIP
LOW WATER DATUM
(LWD=599.5)
EMERGENCY DAM STEAMPLANT
FINISH FLOOR ELEVATION
= 100.00 (606.50 IGLD)
SEPTIC
TANK DISP.
FIELD
5’ DEEP
SEPTIC TANK
DISPOSAL FIELD
5’ DEEP
SEWER LINE
CONTRACT NUMBER: DACW35-95-C-0040
SEE CABLE GALLERY PIPING
DIAGRAM, DRAWING M-2A
NOTES:
1. EXISTING PUMPED FUEL OIL PIPING SYSTEM TO BE ABANDONED
AND USED AS STEAM PLANT SANITARY DRAIN SYSTEM (FORCE MAIN).
2. 6" GRAVITY PIPE FROM STRUCTURE NO. 10 TO CITY SANITARY TO BE
POLYVINYL CHLORIDE PIPING AND FITTINGS IN ACCORDANCE WITH
ASTM D3034.5DR35. THE PIPING SHALL BE JOINED WITH AN INTEGRAL
BELL, BELL AND SPIGOT TYPE RUBBER JOINT. GASKETS TO CONFORM
WITH ASTM F477. FITTINGS SHALL CONFORM TO ASTM D3 212.
3. CONNECTION TO CITY SANITARY SYSTEM SHALL BE MADE BY A
’BONDED’, LICENSED DRAIN LAYER. A TAP INSPECTION PERMIT IS
REQUIRED BY THE CITY OF SAULT SAINTE MARIE. 6" CONNECTION
TO CITY MAIN SHALL BE A GASKETED SADDLE WYE WITH STAINLESS
STEEL CLAMPS. ALL TRAFFIC CONTROL, STREET AND SIDEWALK WORK
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
4. THE REQUIRED 5 PSIG GAS SERVICE IS TO BE PROVIDED BY THE LOCAL
NATURAL GAS UTILITY COMPANY.
PIER WALL THICKNESS
16’-0"
NOTES:
1. UTILITY LOCATIONS SHOWN ARE APPROXIMATE,
CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR
TO BEGINNING CONSTRUCTION ACTIVITY.
2. ALL DISTURBED AREAS TO BE RESTORED TO AN
EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITION.
3. SLOPE UNIFORMLY TO MATCH EXISTING GRADES AT
PROJECT LIMITS, TYPICAL.
4. IF CONCRETE IS REMOVED, CONTRACTOR SHALL
REPLACE WITH 6" MINIMUM CONCRETE AS SPECIFIED. BACKFILL
AND COMPACTION AS SPECIFIED.
5. ALL LAWN AREAS DISTURBED BY CONSTRUCTION ARE
TO BE RE-ESTABLISHED AS SPECIFIED.
6. ALL PIPING MATERIAL IS PER CONTRACT SPECIFICATION.
7. DELETED
8. SEE DRAWING C-2 FOR MANHOLE DETAILS.
9. ALL TRENCHING, BACKFILLING, AND INSTALLATION OF
PIPING TO BE PER MANUFACTURER’S RECOMMENDATIONS
AND ASTM D2321, WHICHEVER IS MORE STRINGENT.
SRJ
CHANGES PER AMENDMENT 0001: (1) NOTE 4 WAS ADDED TO THE SITE
PLAN NOTES. CHANGES PER AMENDMENT 0004: (1) STR. NO. 12, 13 &
14 ARE DELETED. (2) THE 10" ABS WATER INTAKE PIPING IS DELETED.
AND THE 4" UNDERGROUND DUCTILE IRON PIPE IS SUBSTITUTED. (3)
THE LOCATION OF STR. NO. 11 IS CHANGED FROM THE SOUTH WALL TO
THE NORTH WALL OF THE WEST CENTER PIER. (4) THE 8" INTAKE
PIPE IS REVISED TO GO THROUGH THE NORTH PIER WALL. (5) THE
THICKNESS OF THE NORTH WALL OF THE WEST CENTER PIER THROUGH
WHICH THE 12" DIAMETER CORE IS TO BE CONSTRUCTED IS 16’-0".
(6) THE N. INV. ELEVATION OF 595.00 AND THE S. INV. ELEVATION
OF 593.00 FOR STR. NO. 11 ARE DELETED AND THE N. INV. ELEVATION
OF 593.00 AND S. INV. ELEVATION OF 599.00 ARE SUBSTITUTED. (7)
THE DESIGNATION "N-12" IS DELETED FROM ALL PIPE NOTATIONS. (8)
ON THE ENLAGED SITE PLAN NOTE 4 THE DIMENSION 4" IS DELETED
AND THE DIMENSION 6" IS ADDED. (9) ON THE ENLARGED SITE PLAN
NOTE 6 THE WORDS "N-12 PIPE FROM ADVANCED DRAINAGE SYSTEMS,
INC" ARE DELETED AND THE WORDS "INSIDE-DIAMETER CORRUGATED
POLYETHYLENE PIPE WITH NON-CORRUGATED SMOOTH WALL, ASTM F405
OR AASHTO M252, TYPE S" ARE ADDED. (10) ON THE ENLARGED
SITE PLAN NOTE 9 THE WORDS "N-12 ADS" ARE DELETED AND THE
WORDS "AND ASTM D2321, WHICHEVER IS THE MORE STRINGENT" ARE
ADDED. (11) ON BOTH VIEWS THE EXISTING SEPTIC FIELD IS ADDED.
(12) SKETCH C-1A IS ADDED TO THIS DRAWING TO REFLECT THESE
CHANGES.
CHANGES PER MODIFCATION P00006: (1) SKETCH C-1A (ADDED BY
AMENDMENT 0004) IS DELETED AND SKETCH SK-95-40-02-02 IS SUB-
STITUTED.CHANGES PER MODIFICATION P00008: (1) SK-95-40-02-02 IS
DELETED AND SKETCH C-1A IS SUBSTITUTED. CURRENT REVISION
CHANGES: (1) DELETE SKETCH C-1A. (2) STR. NO. 11 IS DELETED.
(3) THE 4" UNDERGROUND DUCTILE IRON PIPE IS DELETED. (4) ON
THE ENLARGED SITE PLAN THE EXISTING NOTE 6 IS DELETED AND THE
FOLLOWING NOTE 6 IS SUBSTITUTED: "UNLESS OTHERWISE NOTED, ALL
PIPING MATERIAL SHALL BE PER THE CONTRACT SPECIFICATION." (5) ON
THE ENLARGED SITE PLAN NOTE 7 IS DELETED. (6) ON THE SITE PLAN
NOTE 3, DELETE THE SENTENCE "THIS WORK SHALL BE PERFORMED
BEFORE MAY 15, 1995 AS NOT TO INTERFERE WITH HIGH TRAFFIC
VOLUME". (7) ON THE ENLARGED SITE PLAN DELETE THE DIMENSIONS
BETWEEN THE SOUTH WALL AND THE WATER PIPE. (8) ON THE
ENLARGED SITE PLAN, ON THE WEST END OF THE BUILDING, PIPING
(2" CITY WATER, 3" NON-POTABLE WATER AND STEAM LINE) ARE
SHOWN. ALSO, THE NOTATION "SEE CABLE GALLERY PIPING DIAGRAM,
DRAWING M-2" ARE ADDED.
CUTOFF WALL
(REF DWG
D2-6-1)
(9) AT THE SITE PLAN THE PIER CUTOFF
WALL IS ADDED WEST OF THE DAVIS LOCK SOUTHWEST OPERATING SHELTER
28NOV95
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
US Army Corps of Engineers DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
RWE
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
AS SHOWN
EMERGENCY DAM STEAMPLANT REPLACEMENT
KJB
ALF
C-2 2
1. UNDERGROUND PUMPED FUEL OIL PIPING TO BE UTILIZED
AS STEAMPLANT DRAIN SYSTEM (FORCE MAIN).
2. All Concrete To Be Class "A" Except As Noted.
3. Manhole Steps Shall Be Installed In Vertical Wall. Top Step To Be
A Maximum Of 1’-6" Below Grade, Remaining Steps In Line At 15" O.C.
Down To A Maximum Distance Of 1’-6" Above Sewer C.
4. Sewer Pipe May Be Laid Through Manhole And Invert Shaping Roughed
In During Construction To Approximately 2" Below Finished Elevation.
Complete Manhole By Breaking Out Top Half Of Pipe And Steel, Troweling Rich Grout To Finish Shelf Contours.
Waterproof Coating.
6. COPOLYMER PLASTIC M.H. STEPS WITH�" GRADE 60 STEEL
Finished Grade
L
4’-0"
O .C
EXISTING 2" FUEL OIL PIPING
TO BECOME REQ’D FORCE MAIN
CONNECT REQ’D 2"
TO EXISTING 2"
ROUTE REQ’D 2" FORCE MAIN
THRU MANHOLE
6"
6" GRAVITY LINE
2" TEE
NOTES:
D.M. 12/1498
MANHOLE DETAILS
STR. NO. 10 MANHOLE DETAIL
NOT TO SCALE
#5 @ 12" O.C. EACH WAY
PRECAST REINFORCED
CONCRETE MANHOLE
SECTION A.S.T.M. C478
5. Exterior Of Manholes Should Be Waterproofed With A Bituminous
COMPRESSION GASKET
FOR PVC PIPE
FILL ANNULAR SPACE
W/ NON-SHRINK
GROUT
Standard Manhole Ring & Cover
With Built-up Type Frame.
REINFORCING. PSI-PF OR EQUAL.
7. ALL UNDERGROUND PIPE TURNS TO BE PROVIDED WITH RESTRAINED
FITTING PER THE RESTRAINED PIPE DETAIL.
MINIMUM FOOTAGE OF RESTRAINED PIPE
STANDARD JOINT
NOT RESTRICTEDRESTRAINED JOINT
ELBOW
RESTRAINING ROD PARAMETERS
PRESSURE - 2000 PSI
SAFETY FACTOR - 2.5
THREAD TYPE - AMERICAN COURSE
RESTRAINED PIPE SYSTEM PARAMETERS
PRESSURE - 200 PSI
SOIL TYPE - GW(ASTM STD. D2487)
BEDDING - NATIVE
TRENCH TYPE - 3
SAFETY FACTOR - 2
CONSULT WITH ENGINEER FOR ANY VARIATIONS
ENCOUNTERED FROM THESE PARAMETERS.
DEGREE OF ELBOW
MINIMUM FOOTAGE (IN FEET) OF RESTRAINED PIPE
DIAM
COVER
1" TO 4"
6"
8"
10"
11 1/4
4’ 5’ 8’
1 1 1
2 2
3 3
10’
22 1/2
4’ 5’ 8’ 10’
3 3
2 1 1
4’ 5’ 8’ 10’
6 5 3 3
11 9 6 5
671114
4’ 5’ 8’ 10’
15 12 8 6
9111721
28 22 14 12
14172733
NUMBER AND SIZE AND RESTRAINING RODS TO USE FOR
VARIOUS DEGREES OF ELBOWS AND DIAMETER OF PIPES
DIAM 11 1/4 22 1/2 45
2 1/2 "
2 1/2 "
4 1/2 "; 4 5/8 "; 2 3/4 "
8 1/2 "; 6 5/8 "; 4 3/4 "
2 1/2 "
2 1/2 "
2 1/2 "
2 1/2 "2 1/2 "
2 1/2 "
2 1/2 "6"
1" TO 4"
8"
10"
NONENONE
NONE
NONE
NONE
NOT TO SCALE
RESTRAINED PIPE DETAIL
N S
IT
E
D T
.D G
N
CONTRACT NUMBER: DACW35-95-C-0040
SRJ
29 JUNE 95
90 OR DEAD END
90 OR DEAD END MAIN
CHANGES PER AMENDMENT 0004: (1) DELETED STRUCTURE NO. 11,12,
AND 13, MANHOLE DETAILS. (2) ADDED STRUCTURE NO. 11,
PUMP MANHOLE AND VALVE VAULT DETAIL ELEVATION, PLAN AND
NOTES (FROM DRAWING C-2A.1). (3) ADDED THE RESTRAINED PIPE
DETAIL (FROM DRAWING C-2A.2).
CHANGES PER AMENDMENT 0004: (1) DELETED STRUCTURE NO. 14
TO STR. NO. 10, MANHOLE DETAIL. CHANGES PER MODIFICATION
P00006: (1) DELETED DRAWING C-2A.1. CHANGE PER MODIFICATION
P00008: (1) ADDED DRAWING C-2A.1. CURRENT REVISION CHANGES:
MANHOLE DETAIL. (2) DELETED BRAND NAMES. (3) ADDED NOTE 7
(1) DELETED DRAWING C-2A.1 (DELETE STR NO. 11 PUMP MANHOLE
AND VALVE VAULT DETAIL). (2) DELETE DRAWING C-2A.2.
(3) AT THE TITLE BLOCK, REVISION 1, THE DETAILED DESCRIPTION
IS ADDED.
28 NOV 95
CHANGES PER MODIFICATION P00014: (1) DELETE COMPRESSED AIR
PIPING FROM DRAWING.
AS-BUILT APRIL 1997
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
RWE
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
N
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
EMERGENCY DAM STEAMPLANT REPLACEMENT
FLOOR PLAN
SCALE: 1/4" = 1’-0"
KJB
RLB
EQUIPMENT ROOM
MAINTENANCE
ROOM
F.F. ELEV.
100’-0"
FINISH FLOOR ELEV. 100’-0"
A
A-1
(IGLD 606.5)
LEGEND
D O O R S C H E D U L E
MK SIZE MTLTYPE LOUVER
HDWE
SETMTL TYPE HEAD JAMB SILL SPECIAL
FIRE
RATING
D O O R S F R A M E S R E M A R K S
LABEL
A
A
B OVERHEAD ROLLING DOOR
HM
HM
MAINTENANCE ROOM
EQUIPMENT ROOM
R O O M F I N I S H S C H E D U L E
MK ROOM NAME FLOOR BASE
WALLS
N E S W
M F C M F C M F C M F C M F C M F C M F C HT
CEILING REMARKS
R O O M F I N I S H E S L E G E N D
F I N I S H E S (F)M A T E R I A L S (M) C O L O R S (C)
* BOTTOM OF DECK
4" RUBBER MOULDING
PRE-CAST CONCRETE
SEALED CONCRETEC
B
A
D
E
5/8" GYPSUM BOARD
C - - - - - E 1 - E 1 - E 1 - E 1 - B 1 -
C - - - - - E 1 - E 1 - E 1 - E 1 - B 1 -
1 PAINT
2 EXPOSED
HM
HM
D.M 12/1471
CONCRETE MASONRY UNITS
A
11’-0"
EXISTING CONCRETE WALK
MATCH EX. GRADES
D
A-1 S-2
A-1 A-4
A-1 A-4
3/4
A-1 A-4
A-1 A-4
3/4
A-1 A-4
3/4
CONCRETE MASONRY UNIT WALL
EPDM ETHYLENE PROPYLENE DIENE
TERPOLYMER MEMBRANE
EX. EXISTING
FF ELEV FINISH FLOOR ELEVATION
IGLD
O.D. OUTSIDE DIAMETER
MIN. MINIMUM
EL. ELEVATION
CONC. CONCRETE
A
WINDOW MARKER
DOOR MARKER
ABBREVIATIONS
HM HOLLOW METAL
LAWN AREA LAWN AREA
8" CONCRETE APRON
CONTROL JOINT,
TYPICAL
NOTES:
1.SEE SHEET S-1 FOR FLOOR SLOPES AND DRAIN
LOCATIONS.
WITH #4 @ 12" EW
O.C. ON CENTER
DIA. DIAMETER
CONTROL JOINT
A-1 S-2
D
INTERNATIONAL GREAT LAKES DATUM
2. ALL BOILER EQUIPMENT PAD SIZES AND ACTUAL
LOCATIONS, FLOOR DRAINS, AND TRENCH DRAIN
LOCATION TO BE COORDINATED WITH THE MECHANICAL
CONTRACTOR.
* BOTTOM OF DECK
LOUVER
OVERHEAD DOOR
T
R E
N C
H
TRENCH
5’-6"
S L
O P
E
2% CROSS
SLOPE
TYP.
5’-0"
/2
T Y
P
A
A
E X
T E
N D
T O
S
ID
E W
A L
K
C
O N
C R
E T
E W
A L
K
FLOOR PLAN AND SCHEDULES
EQUIP. EQUIP. EQUIP.
PAD PAD PAD
EQUIP.
PAD
1 1
1BLOCK, AT REVISION THE WORDS "VALUE
ENGINEERING CHANGE 1" ARE DELETED AND THE
29JUN95
19DEC95
SRJ
SRJCURRENT REVISION CHANGES: (1) AT THE TITLE
DETAILED CHANGE DESCRIPTION IS ADDED. (2)
ADDED SECTION SYMBOLS TO FLOOR PLAN
(A/A-1/A-3 AND 5/A-1/A-3).
A
A
A-1
A-1
A-3
A-3
A-3A-1
CHANGES MADE BY AMENDMENT 0004: (1) AT THE
ROOM FINISH SCHEDULE, AT ROOM NO 101, AT
THE COLUMN LABELED CEILING, IN COLUMN F THE
NUMBER "1" IS ADDED AND IN COLUMN "HT" THE
DIMENSION "8’-0" " IS DELETED. (2) IN THE
REMARKS COLUMN, THE WORDS "BOTTOM OF DECK"
ARE ADDED. CHANGES MADE BY MODIFICATION
P00004: (1) NOTE 3 IS DELETED. (2) THE ROOF
PLAN DETAIL IS DELETED. (3) THE DIMENSIONS
HAVE BEEN REMOVED FROM THE FLOOR PLAN
DETAIL. DIMENSIONS ARE NOW PROVIDED ON
DRAWING A-1A ISSUED WITH MODIFICATION
P00004.
A-1
BDETAIL
SCALE: 3" = 1’-0"
ISOLATION JOINT
SUMP COVER
SUMP WALL
A-1A
ADETAIL
SCALE: 3" = 1’-0"
TRENCH COVER
SUMP COVER
INSOLATION JOINT
EQUIP PAD
BOILER SUPPORT BEAM
0’-6"
A-1A
B
NOTED
2-2670
APR1997
NOTE: SEE SHEET A-1A FOR DIMENSIONS
S
T .D
G
ADDED DETAIL A; ADDED DETAIL B; IN THE TABLE
LABLED ’ROOM FINISH SCHEDULE’ THE LETTERS
"D" IN THE MAINTENANCE ROOM ROW WERE
REPLACED WITH THE LETTER "E" ALSO THE
NUMBER "2" IN THE EQUIPMENT ROOM ROW WERE
REPLACED WITH THE NUMBER "1"; IN THE TABLE
LABLED ’DOOR SCHEDULE’ THE NUMBER "4070" WAS
REPLACED WITH "2-2670".
BRS
A-1A
O R
T H
W O
O D
S
IN
C
S
U R
V E
Y O
N G
IN
E
E R
S
CFH
c o n te n ts p r o j e c t sheet no:
checked by:
drawn by:
d e s ig n b y job no:
-6
-1 f a x a s h m u n s tr e e t s a u lt s te m a r ie m i date/issued for
2010-04
201004A1.DGN 19 MAY 1995 11:20
hold down at side walk hold down at conc.
apron control joint c o n t r o l j o i n t exhaust fan boiler flue stacks rd
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
FD
FD
8"CONCRETE
FLOOR SLAB
4’-0"
PANEL
TYP.
PRECAST
LOUVER
1’-4"
BOND BEAM
PREFORMED
EXPANSION
JOINT
overhead rolling door assembly aluminum frame window
3/8 "=1’-0"
3/8 "=1’-0"
3/8 "=1’-0" 3/8 "=1’-0"
5" 5"14"
T Y
P
ROOF MEMBRANE OVER
R19 RIGID INSUL. OVER
8"X4’X28’ PRECAST CONC.
PANELS
hard board BEARING STRIP
1 1/2" RIGID INSUL.
4" limestone veneer
2 1/2" limestone veneer
VAPOR BARRIER
OVER COMP. Sub grade
24"X12"
CONC STRIP FT’G
W/ 3-#4
B
E A
R
IN
G S
O U
T H
B
E A
R
IN
G N
O R
T H
2. REINFORCEMENT IN MASONRY WALLS SHALL BE GROUTED SOLID.
notes:
1. items not shown or detailed shall remain as shown on contract documents.
EQUIP.
PAD EQUIP.
PAD
EQUIP.
PAD
EQUIP.
PAD
T R
E N
C H
TRENCH
LIMESTONE
PARAPeT CAP
8" CMU W/
HORIZONTAL JOINT
RIENF @16" O.C. AND
#6 @ 32" vert. reinf.
8" CONC. SLAB ON GRADE
W/ #4 @ 12" EACH WAY
13 1/2" CONC. WALL
#4 @ 12" EACH WAY
S
O U
T H
N
O R
T H
8"X16" CONC. LINTEL
W/2#8 TOP AND
BOTTOM AND
#3 TIES @ 6" O.C.
8"X16" CONC. LINTEL
W/2#7 TOP AND
BOTTOM AND
#3 TIES @ 6" O.C.
BOND BEAM
WITH 2#4
rodded mortar or con. fill
15 # asphalt impregnated felt required one side of cavity n.t.s.
control jointcontrol joint control joint control joint control joint
#3 AT 48" grouted into keyway and into 2 courses
5-19-95 OWNER REVIEW
6-13-95 OWNER REVIEW
premolded expn. joint filler caulk w/ sealant s-3 over backer rod, both sides of wall
TRANSFORMER
PAD
4’-6"
1’-6" 6’-0"
1’-6"
E
S-1
SEE SPEC 02221
2" rigid insulation (TYP.)
(TYP.)
EPDM MEMBRANE
SEE SPEC 07530
BACKER ROD
AND CAULK
1/2" DIA STEEL DOWEL, 8" LONG AT 2’-0" O.C.
DRAIN FROM DOWNSPOUT
EXTEND OUT 2’
DRAIN FROM DOWNSPOUT
NOTE: COORDINATE LOCATION OF DRAIN W/ MECHANICAL CONTRACTOR
3. ALL ROOF PENETRATIONS TO BE COORDINATED WITH
MECHANCIAL CONTRACTOR.
4. SEE SHEET A-4 FOR ROOFING DETAILS
5. SEE MECHANICAL SHEETS M-5, M-7 FOR
ROOF PENETRATION DETAILS
N
A-3
A-1A
A-1A
A-1A
LOUVER
A-1A
1’-8"
OVERHEAD DOOR
T R
E N
C H
TRENCH
c.j. c.j.
c .j c.j.
c .j
59’-1"
/2
10’-8"
11’-10 1/2 "
CJ CJ CJ CJ
C J
C J
C J
C J
FD
FD
FD
FD
18’-6 1/2 "10’-0"
15’-1 1/2 " 15’-0" 17’-1"
4’-5"
SUMP
59’-1"
4’-3 1/2 "
13"X13" OPG
2’-11"
4"
T Y
P 12" DIA
12’-3 1/2 "
4"
4"
/2
6"
4"
4"
4"
1’-8"
2’ 2’
10’-0" 10’-0" 8’-4 1/2 "
1’-8" 1’-8" rd
12" DIA
TYPICAL FOR THREE
22"
DIA
12’-4 1/2 "
HOLE
PATCHED
exhaust fan
27"X27" OPG
8’-6"
/2
1’-2 1/2"
3’-6 1/2 "
4’-0" 23’-0" 10’-0" 11’-0" 4’-0"
3’-6 1/2 "
11’-10 1/2 " 47’-2 1/2 "
59’-1"
11’-10 1/2 " 12’-0" 33’-6 1/2 "
/2
/2
1’-6"
3’-1" 5’-0"
1’-0" 1’-6"
4’-6 1/2 " 5’-0" 5’-0" 5’-0" 5’-0" 5’-0" 5’-10 1/2 "
/2 " 4
/2
1’-2 1/2 "
5’-0"
A
A-1A
LEGEND
ISOLATION JOINT
CONTROL JOINT (CJ)
NOTES
1. EQUIPMENT PADS SHALL BE CONSTRUCTED PRIOR TO FLOOR SLAB.
2. SEE FLOOR PLAN FOR EQUIPMENT PAD LOCATIONS.
REVISIONS
SYMBOL DESCRIPTIONS DATE APPROVED
REVISED FOUNDATION PLAN DIMENSIONS TO REFLECT AS-BUILT
DIMENSIONS; REVISED FLOOR PLAN DIMENSIONS TO REFLECT AS-BUILT
DIMENSIONS; REVISED ROOF PLAN DIMENSIONS TO REFLECT AS-BUILT
DIMENSIONS; ADDED A-1A DESIGNATION TO SHEET NUMBER
BRS
A-1A
O R
T H
W O
O D
S
IN
C
S
U R
V E
Y O
N G
IN
E
E R
S
CFH
c o n te n ts p r o j e c t sheet no:
checked by:
drawn by:
d e s ig n b y job no:
-6
-1 f a x a s h m u n s tr e e t s a u lt s te m a r ie m i date/issued for
2010-04
201004A1.DGN 19 MAY 1995 11:20
hold down at side walk hold down at conc.
apron control joint c o n t r o l j o i n t exhaust fan boiler flue stacks rd
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
1/8 "=1’-0"
FD
FD
8"CONCRETE
FLOOR SLAB
4’-0"
PANEL
TYP.
PRECAST
LOUVER
1’-4"
BOND BEAM
PREFORMED
EXPANSION
JOINT
overhead rolling door assembly aluminum frame window
3/8 "=1’-0"
3/8 "=1’-0"
3/8 "=1’-0" 3/8 "=1’-0"
5" 5"14"
T Y
P
ROOF MEMBRANE OVER
R19 RIGID INSUL. OVER
8"X4’X28’ PRECAST CONC.
PANELS
hard board BEARING STRIP
1 1/2" RIGID INSUL.
4" limestone veneer
2 1/2" limestone veneer
VAPOR BARRIER
OVER COMP. Sub grade
24"X12"
CONC STRIP FT’G
W/ 3-#4
B
E A
R
IN
G S
O U
T H
B
E A
R
IN
G N
O R
T H
2. REINFORCEMENT IN MASONRY WALLS SHALL BE GROUTED SOLID.
notes:
1. items not shown or detailed shall remain as shown on contract documents.
EQUIP.
PAD EQUIP.
PAD
EQUIP.
PAD
EQUIP.
PAD
T R
E N
C H
TRENCH
LIMESTONE
PARAPeT CAP
8" CMU W/
HORIZONTAL JOINT
RIENF @16" O.C. AND
#6 @ 32" vert. reinf.
8" CONC. SLAB ON GRADE
W/ #4 @ 12" EACH WAY
13 1/2" CONC. WALL
#4 @ 12" EACH WAY
S
O U
T H
N
O R
T H
8"X16" CONC. LINTEL
W/2#8 TOP AND
BOTTOM AND
#3 TIES @ 6" O.C.
8"X16" CONC. LINTEL
W/2#7 TOP AND
BOTTOM AND
#3 TIES @ 6" O.C.
BOND BEAM
WITH 2#4
rodded mortar or con. fill
15 # asphalt impregnated felt required one side of cavity n.t.s.
control jointcontrol joint control joint control joint control joint
#3 AT 48" grouted into keyway and into 2 courses
5-19-95 OWNER REVIEW
6-13-95 OWNER REVIEW
premolded expn. joint filler caulk w/ sealant s-3 over backer rod, both sides of wall
TRANSFORMER
PAD
4’-6"
1’-6" 6’-0"
1’-6"
E
S-1
SEE SPEC 02221
2" rigid insulation (TYP.)
(TYP.)
EPDM MEMBRANE
SEE SPEC 07530
BACKER ROD
AND CAULK
1/2" DIA STEEL DOWEL, 8" LONG AT 2’-0" O.C.
DRAIN FROM DOWNSPOUT
EXTEND OUT 2’
DRAIN FROM DOWNSPOUT
NOTE: COORDINATE LOCATION OF DRAIN W/ MECHANICAL CONTRACTOR
3. ALL ROOF PENETRATIONS TO BE COORDINATED WITH
MECHANCIAL CONTRACTOR.
4. SEE SHEET A-4 FOR ROOFING DETAILS
5. SEE MECHANICAL SHEETS M-5, M-7 FOR
ROOF PENETRATION DETAILS
N
A-3
A-1A
A-1A
A-1A
LOUVER
A-1A
1’-8"
OVERHEAD DOOR
T R
E N
C H
TRENCH
c.j. c.j.
c .j c.j.
c .j
59’-1"
/2
10’-8"
11’-10 1/2 "
CJ CJ CJ CJ
C J
C J
C J
C J
FD
FD
FD
FD
18’-6 1/2 "10’-0"
15’-1 1/2 " 15’-0" 17’-1"
4’-5"
SUMP
59’-1"
4’-3 1/2 "
13"X13" OPG
2’-11"
4"
T Y
P 12" DIA
12’-3 1/2 "
4"
4"
/2
6"
4"
4"
4"
1’-8"
2’ 2’
10’-0" 10’-0" 8’-4 1/2 "
1’-8" 1’-8" rd
12" DIA
TYPICAL FOR THREE
22"
DIA
12’-4 1/2 "
HOLE
PATCHED
exhaust fan
27"X27" OPG
8’-6"
/2
1’-2 1/2"
3’-6 1/2 "
4’-0" 23’-0" 10’-0" 11’-0" 4’-0"
3’-6 1/2 "
11’-10 1/2 " 47’-2 1/2 "
59’-1"
11’-10 1/2 " 12’-0" 33’-6 1/2 "
/2
/2
1’-6"
3’-1" 5’-0"
1’-0" 1’-6"
4’-6 1/2 " 5’-0" 5’-0" 5’-0" 5’-0" 5’-0" 5’-10 1/2 "
/2 " 4
/2
1’-2 1/2 "
5’-0"
A
A-1A
LEGEND
ISOLATION JOINT
CONTROL JOINT (CJ)
NOTES
1. EQUIPMENT PADS SHALL BE CONSTRUCTED PRIOR TO FLOOR SLAB.
2. SEE FLOOR PLAN FOR EQUIPMENT PAD LOCATIONS.
REVISIONS
SYMBOL DESCRIPTIONS DATE APPROVED
REVISED FOUNDATION PLAN DIMENSIONS TO REFLECT AS-BUILT
DIMENSIONS; REVISED FLOOR PLAN DIMENSIONS TO REFLECT AS-BUILT
DIMENSIONS; REVISED ROOF PLAN DIMENSIONS TO REFLECT AS-BUILT
DIMENSIONS; ADDED A-1A DESIGNATION TO SHEET NUMBER
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
RWE
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
AS SHOWN
EMERGENCY DAM STEAMPLANT REPLACEMENT
KJB
RLB
S E
C .D
G
NWALL SECTIONS
SCALE: 3/4" = 1’-0"
WALL SECTION5
100’-0"
VARIES
NEOPRENE GASKET
CAULK
BOND BEAM WITH (2) NO. 4 DEFORMED
STEEL REINFORCING RODS SET IN CONCRETE
8" CONCRETE SLAB ON GRADE
A-3
A-3A-1
CAULK
ROOF MEMBRANE
EL. 114’-8"
12"
0.25"
EL. 114’-0"
18"W x 12"H
TRENCH
EL. 100’-0"
SCALE: 1/4" = 1’-0"
14" THICK CONCRETE PAD
COMBUSTION AIR
LOUVER
A-1 A-3
TRANSVERSE SECTIONA-A
LEGEND
ELEVATION MARKER
R19 RIGID
INSULATION
D.M 12/1473
REFER TO SHEET S-1 FOR
STRUCTURAL DETAILS
SEALED CONCRETE - SEE
SPECIFICATION SECTION 07920
COMPACTED SUBGRADE - SEE
SPECIFICATION SECTION 02221.
EPDM MEMBRANE - SEE
SPECIFICATION SECTION 07530.
R-19 RIGID INSULATION - SEE
SPECIFICATION SECTION 07220.
8"x8"x16" CONCRETE MASONRY UNITS WITH
HORIZONTAL REINFORCING @ 16" ON CENTER.
4" RUBBER MOULDING BASE - SEE
SPECIFICATION SECTION 09650.
8" X 4’ X 28’ PRECAST CONC.
PANELS.
NOTE: PERIMETER INSULATION EXTENDS 4 FEET BELOW
THE UNDERSIDE OF SLAB.
CHANGES MADE BY AMENDMENT OOO4: (1) AT
DETAIL A-A/A-1/A-3 TRANSVERSE SECTION,
THE PARAPET HEIGHT OF 8" IS DELETED.
THE DETAIL OF THE BOTTOM OF THE PRECAST
WALL PANELS AND TOP OF FLOOR SLAB IS
REVISED TO SHOW BOTH AT 100’-0". THE
FOLLOWING NOTE IS ADDED: "PERIMETER
INSULATION EXTENDS 4 FEET BELOW THE
UNDERSIDE OF THE SLAB". CHANGES MADE BY
MODIFICATION P0004: (1) DELETED THE
FOLLOWING DETAILS: 1/A-1/A-3, WALL
SECTION; 2/A-1/A-3, WALL SECTION;
3/A-1/A-3, WALL SECTION; 4/A-1/A-3,
WALL SECTION; 5/A-1/A-3, PARAPET CAP
DETAIL. (2) ADDED DETAIL 5/A-1/A-3,
WALL SECTION.
SRJ2
CURRENT REVISION CHANGES:
29JUN95
28NOV95(1) AT THE
TITLE BLOCK, AT REVISION THE WORDS
"VALUE ENGINEERING CHANGE 1" ARE
DELETED AND THE DETAILED CHANGE
DESCRIPTION IS ADDED. (2) AT THE
TRANSVERSE SECTION THE SLAB IS NOW
SHOWN INDEPENDENT OF THE FOUNDATION
WALL. (3) AT THE TRANSVERSE SECTION
THE WORDS "6" THICK CONCRETE PAD" ARE
DELETED AND THE WORDS "14" THICK
CONCRETE PAD" ARE ADDED.
OMITTED THE WORDS "5/8" GYPSUM BOARD ON
1-1/2" FURRING STRIPS" FROM WALL SECTION
DEPICTION.
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
REVISIONS
SYMBOL
DESCRIPTIONS
DATE APPROVED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
RWE
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC. AS SHOWN
EMERGENCY DAM STEAMPLANT REPLACEMENT
KJB
RLB
D E
T .D
G N
A-4 4
DETAILS
1 2
A
A
SCALE: 3/4" = 1’-0"
2DOOR/WINDOW ELEVATIONS
3 4
WINDOW HEAD DETAIL WINDOW SILL DETAIL
SCALE: 1-1/2" = 1’-0"
SCALE: 1-1/2" = 1’-0"
SCALE: 1-1/2" = 1’-0"
DOOR JAMB DETAIL
6ROOF DRAIN DETAIL
NOT TO SCALE
NOTES:
1. REMOVE ALL LEAD AND OTHER FLASHING.
2. ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT
COMPRESSION ON WATER CUT-OFF MASTIC.
3. CUT THE MEMBRANE SO IT EXTENDS A MINIMUM OF 1/2" FROM THE
ATTACHMENT POINTS OF THE DRAIN CLAMPING RING.
4. HOLE IN MEMBRANE MUST EXCEED SIZE OF DRAIN PIPE.
5. ROOF DRAIN AND NUMBER OF DRAINS SHALL BE IN ACCORDANCE
WITH LOCAL CODES.
7PIPE SEAL DETAIL
NOT TO SCALE
NOT TO SCALE
MECHANICAL CURB DETAIL
NOTES:
1. TREATED WOOD NAILER MUST EXTEND PAST TOTAL
WIDTH OF DECK FLANGE.
2. LENGTH OF ROD STOCK IS LIMITED TO 4 FEET.
3. DETAIL IS NOT ACCEPTABLE FOR VIBRATING
ROOFTOP UNITS.
4. IN-SEAM SEALANT MUST BE PLACED NO MORE THAN
1/2" FROM EDGE OF FLANGE.
5. 6" WIDE UNCURED ELASTOFORM FLASHING OR PRESSURE
SENSITIVE FLASHING MUST BE CENTERED OVER FIELD SPLICE
AT ANGLE CHANGE.
6. PRESSURE SENSITIVE CORNERS CANNOT BE USED FOR
THIS DETAIL WHEN THE FLANGE IS LOCATED ON TOP OF
THE MEMBRANE DUE TO INCOMPLETE COVERAGE OF THE
METAL FLANGE AT THE CORNERS.
D.M 12/1474
ROOF DRAIN COVER - SEE
SPECIFICATION SECTION 15400.
CLAMPING RING
SURE-SEAL WATER
CUT-OFF MASTIC
EPDM ROOF RIGID INSULATION
PRECAST CONCRETE ROOF
1 " MIN.
3"
MIN.
CAULK
GLAZING - SEE SPECIFICATION
SECTION 08810
ALUMINUM WINDOW FRAME - SEE
SPECIFICATION SECTION 08520.
CAULKING - SEE SPECIFICATION
SECTION 07920.
METAL CAP OR COUNTERFLASHING
RUBBER OR URETHANE ROD STOCK
ADHERED IN PLACE
SURE-SEAL BONDING ADHESIVE
SURE-SEAL EPDM MEMBRANE
SURE-SEAL SPLICING CEMENT
SURE-SEAL IN-SEAM SEALANT
RIGID INSULATION
PRECAST CONCRETE ROOF
CAULK - SEE SPECIFICATION
SECTION 07920.
STEEL DOOR FRAME - SEE
SPECIFICATION SECTION 08110.
PRECAST CONCRETE PANEL
1-1/2" FURRING STRIPS
5/8" GYPSUM BOARD
WEEP HOLE
GLAZING - SEE SPECIFICATION
SECTION 08810
ALUMINUM WINDOW FRAME - SEE
SPECIFICATION SECTION 08520.
CAULK
NOTE:
SEE DOOR SCHEDULE, SHEET A-1 AND
SPECIFICATION SECTION 08110 FOR
DOOR TYPES AND QUANTITIES.
STEEL DOOR - SEE SHEET
A-1 AND SPECIFICATION
SECTION 08110.
STEEL DOOR FRAME - SEE
SHEET A-1 AND SPECIFICATION
SECTION 08110.
4’-0"
1 3/4 "
TYP.
ALUMINUM WINDOW FRAME - SEE
SHEET A-1 AND SPECIFICATION
SECTION 08520.
3’-0"
3’-4"
2"
TYP.
2"
STEEL DOOR FRAME - SEE
SHEET A-1 AND SPECIFICATION
SECTION 08110.
WIDTH VARIES - SEE
DOOR SCHEDULE, SHEET A-1
OVERHEAD ROLLING DOOR - SEE SHEET A-1
AND SPECIFICATION SECTION 08330.
10’-0"
RIGID INSULATION
TREATED WOOD NAILER SURE-SEAL MEMBRANE
ROOFTOP MECHANICAL UNIT
M
IN
IM
U M
PRE-FABRICATED
ROOF CURB - SEE
MECHANICAL DETAILS.
1 29JUN95
C.M.U.
DRIP EDGE
LIMESTONE VENEER
LIMESTONE VENEER
LIMESTONE VENEER
C.M.U.
MASONARY CAVITY
MASONARY CAVITY
MASONARY CAVITY
CHANGES PER MODIFICATION P00004:
(1) TYPICAL PRECAST PANEL SECTION WAS
DELETED. (2) SECTIONS 6, 7 AND 8
PRECAST CONCRETE ROOF PANELS. (3) A
LIMESTONE VENEER AND MASONRY CAVITY WERE
ADDED TO SECTIONS 3, 4 AND 5. (4) THE
AND THE DETAILED CHANGE DESCRIPTION IS
THE TITLE BLOCK, AT REVISION THE WORDS1
CHANGES MADE BY THIS REVISION: (1) AT
ARE REVISED TO SHOW VOIDS IN THE
"VALUE ENGINEERING CHANGE 1"ARE DELETED
NOTES:
1. MORTAR FILL IN CAVITY TO BOTTOM OF WEEP,
PEA STONE ABOVE. (REQUIRED) SLOPE MORTAR FILL
WITH WEEP HOLES TO PROVIDE POSITIVE DRAINAGE
AND ELIMINATE PONDING WITHIN CAVITY.
SRJ
ADDED.
28NOV95
NOTES:
1. REMOVE ALL LEAD AND OTHER FLASHING BEFORE
INSTALLING FIELD-FABRICATED PIPE SEAL.
2. NAILER REQUIRED AROUND ALL PIPES GREATER
THAN 18" O.D.
3. UNCURED ELASTOFORM FLASHING WRAPPED AROUND
PIPE SHALL HAVE 3" MIN. MEMBRANE SPLICE.
4. A HEAT GUN MUST BE USED WHEN FORMING BRITE-
PLY FLASHING.
CORRECTED FROM "B" TO "3". (5) BELOW
SECTION 4, WINDOW SILL DETAIL, THE
FOLLOWING NOTE IS ADDED: "NOTES: 1.
MORTAR FILL IN CAVITY TO BOTTOM OF
WEEP, PEA STONE ABOVE. (REQUIRED)
SLOPE MORTAR FILL WITH WEEP HOLES TO
PROVIDE POSITIVE DRAINAGE AND
ELIMINATE PONDING IN CAVITY."
OVERHEAD ROLLING DOOR LABEL WAS
TYPICAL LIMESTONE LINTEL
ELASTOFORM FLASHING
COLD PIPE
SURE-SEAL LAP SEALANT
SURE-SEAL SPLICING CEMENT
RIGID INSULATION
PRECAST CONCRETE ROOF
SCALE: 3"= 1’-0"
5’-4"
5’-0"
8" CMU
CMU LINTEL
LIMESTONE VENEER
RIGID INSULATION
3/8" X3" HILTI KWIK-BOLT
AT 16" O.C. TYP
1-3/4" MIN EMBEDMENT
L6X4X3/8
SCALE: 3"= 1’-0"
OVERHEAD DOOR JAMB
DOOR SUPPORT
TO BE INSTALLED
OVER SHEET METAL CLOSURE
CMU
RIGID INSUL
LIMESTONE VENEER
SEALENT OVER
BACKER
2X FURRING
KYNAR FINISH ON
24 GAGE STEEL
SHEET METAL CLOSURE
NOTES:
1. STEEL HEADER SHALL EXTEND 8 INCHES BEYOND LIMESTONE OPENING EACH SIDE.
ADDED ’OVERHEAD DOOR JAM’; ADDED ’TYPICAL
LIMESTONE LINTEL’; OMITTED THE WORDS "5/8"
GYPSUM BOARD" AND THE WORDS "1-1/2"
FURRING STRIPS" FROM BOTH ’WINDOW HEAD
DETAIL’ AND ’WINDOW SILL DETAIL’; CHANGED
DOOR/WINDOW ELEVATIONS DIMENSIONS TO
REFLECT AS-BUILT DIMENSIONS.
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
REVISIONS
SYMBOL DESCRIPTIONS DATE APPROVED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
JJB
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
AS SHOWN
EMERGENCY DAM STEAMPLANT REPLACEMENT
MPR
MPR
FOUNDATION PLAN, ROOF FRAMING PLAN
AND SECTIONS
SCALE: NONE
4" 4"1’-6"
(M
IN
EL. 100’-0"
1" ALUM GRATING
TWO- L1 1/4 X 1 1/4 X 1/4
W/ 3/8"O X 6" ANCHORS @ 16"
S-1 2
1’-0"
C
S-1 S-1
ABBREVIATIONS:
#5 @ 12" EW
1 1/4"
1"
3/16 2" @ 12"
SCALE: NONE
d
S-1 S-1
DETAIL
SCALE: NONE
6" 1’-0"
E
S-1 S-1
1" ALUMINUM
GRATING
8" SLAB-ON-GRADE
W/ #4 @ 12" EW
TRENCH SECTION
TRANSFORMER PAD SECTION
8" SLAB-ON-GRADE
W/ #4 @ 12" EW
#4 TRANSFORMER
DETAIL D/S-1
D.M. 12/1475
EL. 100’-0"
- ALUMINUM
- EACH WAY
- ELEVATION
ALUM
EW
EL
29jun95 srj srj13nov95
CHANGES TO AMENDMENT 0004: (1) ALL REFERENCES TO STEPPED
ROOFING DETAIL Q/S-2 ARE DELETED. (2) ALONG COLUMN LINE 1
OF THE FOUNDATION PLAN, THE STEPPED FOOTINGS ARE DELETED AND
EXTERIOR FOOTINGS AT ELEVATION 95’ ARE SUBSTITUTED. (3)
THE NOTATION "T/FTG. EL. 80’-0""IS DELETED AND THE NOTATION
"T/FTG. EL. 95’-0"" IS SUBSTITUTED. (4) AT EXTERIOR WALL
FTG. SECTION, THE NOTATION "GROUT" IS ADDED. CHANGES PER
MODIFICATION P00004: (1) THE SECTIONS ROOF FRAMING PLAN,
FOUNDATION PLAN, EXTERIOR WALL FTG. SECTION, AND EXTERIOR
DOOR THRESHOLD SECTION ARE DELETED. THE LEGEND AND ALL
ABBREVIATIONS EXCEPT ALUM, EW, AND EL ARE DELETED.
CURRENT REVISION CHANGES: (1) AT THE TITLE BLOCK, AT
REVISION THE WORDS "VALUE ENGINEERING CHANGE 1" ARE
DELETED AND THE DETAILED CHANGE DESCRIPTION IS SUBSTITUTED.
TRANSFORMER PAD SECTION
SCALE: 3"= 1’-0"
14" CONC PAD WITH
#4@12" EW TOP AND BOTTOM
1/2" RADIUS TOOL EDGE
1/2" POLYURETHANE
JOINT FILLER
8" CONC SLAB ON GRADE
WITH #4@12" EW
SCALE: 3"= 1’-0"
TRENCH NEXT TO EQUIPMENT PAD DETAIL
ISOLATED EQUIPMENT PAD
TRENCH HIGH POINT - SOUTHWEST CORNER
TRENCH LOW POINT - EAST END
CUT REBAR TO ALLOW
2" END COVER AT
ISOLATION JOINT
4" 1"-6" 4"
NOTES:
1. TRENCH REINFORCING, COVER, AND FRAME
AS SHOWN ON TYPICAL TRENCH CROSS-SECTION.
20-1/2"
ADDED ’TRENCH NEXT TO EQUIPMENT PAD DETAIL’; ADDED ’ISOLATED
EQUIPMENT PAD DETAIL’.
S T
.D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
REVISIONS
SYMBOL DESCRIPTIONS DATE APPROVED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
JJB
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
AS SHOWN
EMERGENCY DAM STEAMPLANT REPLACEMENT
MPR
MPR
SCALE: NONE
FOUNDATION WALL CONSTRUCTION JOINT
1/2" t 3t
1:3 Slope t t
3/16" WIDE X 1" DEEP TOOLED OR
SAWN JOINT, FILL W/ SEALANT
CONTROL JOINT
1" X 2" KEYWAY
USE IN LIEU OF CONTROL JOINTS
AT TERMINATION OF POUR
CONSTRUCTION JOINT
SCALE: NONE
3/16" WIDE X 3/4" DEEP SAW
CUT, FILL W/ SEALANT
S-2
STRUCTURAL SECTIONS AND DETAILS
Reinf Continuous
S-2
J
S-2
S-2
D
S-2
SLAB JOINT DETAILS
#4 x 2’-0" @ 12"
SLAB-ON-GRADE
W/ #4@12" EW
SLAB-ON-GRADE
W/ #4@12" EW
EL. 100’-0"
1/4" PJF AROUND PERIMETER
#5@12"
#5@12" EW
NOTE: CONTRACTOR TO COORDINATE FOR INSTALLATION
OF REQUIRED SLEEVES AND INSERTS.
5"5"
#5 CIRCULAR @ 12"
SCALE: NONE S-2
P
S-1
SECTION
8" SLAB-ON-GRADE
W/ #4 @ 12" EW
2’-0"
FOUNDATION
WALL
D.M. 12/1476
C PITL
2’-0" 2’-0"
1 29JUN95
2 13NOV95 SRJ
SRJCHANGES PER AMENDMENT 0001: (1) AT
SECTION P/S-1/S-2, THE PIT DEPTH
DIMENSION OF "6’-0"" WAS DELETED AND
"8’-0"" WAS SUBSTITUTED. (2) AT DETAIL
F/S-2/S-2, THE TITLE OF THE DETAIL WAS
DELETED AND THE CURRENT TITLE WAS
SUBSTITUTED. (3) THE TEE WALL PORTION OF
THE PLAN WAS DELETED. CHANGES PER
AMENDMENT 0004: (1) AT SECTION M/S-1/S-2
THE GROUT BETWEEN THE PRECAST SLAB AND
THE PRECAST WALL IS DELETED AND JOINT
FILLER IS SUBSTITUTED. (2) THE STEPPED
FOOTING DETAIL Q/S-2/S-2 AND SECTION A-A
ARE DELETED. CHANGES PER MODIFICATION
P00004: (1) SECTIONS A,B,C,F,G,H,K,L,M
AND N ARE DELETED. (2) AT SECTION P/S-1/
S-1, THE FOUNDATION WALL DIMENSION OF
"1’-6"" IS DELETED AND THE DIMENSION
"2’-0"" IS SUBSTITUTED.
CURRENT REVISION CHANGES: (1) AT THE
TITLE BLOCK, AT REVISION THE WORDS
"VALUE ENGINEERING CHANGE 1" ARE
DELETED AND THE DETAILED CHANGE
DESCRIPTION IS ADDED. (2) THE EQUIPMENT
PAD DETAIL IS DELETED.
PRECAST CONCRETE SUMP
WITH INTERGRAL BASE.
S D
E T
.D G
ADDED THE WORDS "PRECAST SUMP WITH
INTEGRAL BASE" TO ’SECTION P’; OMITTED THE
WORDS "ROUGHEN SURFACE" FROM ’SECTION P’;
CHANGED ’SECTION P’ DIMENSIONS TO REFLECT
AS-BUILT DIMENSIONS.
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
BJS
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
EMERGENCY DAM STEAMPLANT REPLACEMENT
GENERAL NOTES
A.F.F.
E.C.
M.C.
OA
S.S.
W.C.
ABOVE FINISHED FLOOR
WATER COLUMN
ABBREVIATIONS
SYMBOLS - GENERAL
KJB
ALF
SYMBOLS, GENERAL NOTES, AND
ABBREVATIONS
NOT TO SCALE
S H
T M
.D
G N
SANITARY SEWER
SANITARY VENT
GAS PIPING
POTABLE COLD WATER
POTABLE HOT WATER
HIGH PRESSURE STEAM
LOW PRESSURE STEAM
LOUVER
MOTOR OPERATED DAMPER
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
GAS REGULATING VALVE
SOLENOID VALVE
UNION
CONTROL VALVE
BALL VALVE
WYE STRAINER
GLOBE VALVE
GATE VALVE
THERMOMETER
CHECK VALVE
COMPRESSED AIR OUTLET
UNIT HEATER
EXHAUST FAN
AIR FLOW DIRECTION
FLOOR DRAIN
PIPING RISER
PIPING DROP
THERMODYNAMIC STEAM TRAP
STOP VALVE (OS&Y)
DESIGNATES REMOVAL
M
A
G
PCW
HPS
B.F.F. BELOW FINISHED FLOOR
ELECTRICAL CONTRACTOR
ELEV. ELEVATION
MECHANICAL CONTRACTOR
OUTSIDE AIR
REQ’D REQUIRED
SILLCOCK
SERVICE SINK
W/ WITH
HW
LPS
A
M-1
H.B. HOSE BIBB
S.C.
OH OVERHEAD
COMPRESSED AIR PIPING
NPW NON-POTABLE WATER
P.A. PIPE ANCHOR
D DRAIN
D.M. 12/1477
1. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE.
ALL EXISTING LOCATIONS SHALL BE FIELD VERIFIED.
2. WHERE PIPE SIZES ARE NOT SHOWN, THE CONTRACTOR
SHALL INSTALL PIPES OF THE SIZES APPROPRIATE FOR
THE EQUIPMENT BEING FURNISHED AND INSTALLED.
JUSTIFICATION FOR THE SIZES SELECTED SHALL BE INCLUDED
IN THE SHOP DRAWING SUBMITTALS.
CHANGES PER MODIFICATION 0001: ADDED NOTE 2 UNDER GENERAL NOTES
DATE APPROVED
SRJ29JUN95
AS-BUILT APR 1997
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
N
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC. 1/16" = 1’-0"
M A
T C
H L
IN
E
A
M A
T C
H L
IN
E
A
M A
T C
H L
IN
E
B
M A
T C
H L
IN
E
B
SCALE: 1/16" =1’-0"
SCALE: 1/16" =1’-0"
KJB
ALF
AREA PLAN 2: CABLE GALLERY PIPING PLAN
AREA PLAN 3: CABLE GALLERY PIPING PLAN
AREA PLAN 1: CABLE GALLERY PIPING PLAN
SCALE: 1/16" =1’-0"
JJB
AREA PLANS 1, 2 & 3
3" UNDERGROUND STEAM
MANHOLE
4" UNDERGROUND STEAM
CABLE GALLERY
FOR CONTINUATION OF PIPING
SEE DRAWING M-5
CONNECT REQ’D 1" AIR PIPING
TO 2" AIR PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
EMERGENCY DAM STEAMPLANT REPLACEMENT
M-2
M A
T C
H L
IN
E
C
(F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W I N
G M
REQ’D. EMERGENCY DAM
STEAMPLANT LOCATION
200 0 200 400 600
SCALE 1" = 200’
N
G R
ID
N
O R
T H
T R
U E
N O
R T
H
E
,6 ,0
E
,6 ,5
E
,6 ,0
E
,6 ,5
E
,6 ,0
N 639,000
N 638,500
N 638,000
N 637,500
TANK
TANK
AVENUE
PORTAGE
AVENUE
DAM
RAMP
MH
MH
MH MH
MH
MH
MH
MH
SABIN LOCK
POE LOCK
MACARTHUR LOCK
f f
KEY PLAN
AREA PLAN 3
SEE DWG. M2
AREA PLAN 2
SEE DWG. M2
AREA PLAN 1
SEE DWG. M2
DAVIS LOCK
AREA PLAN 4
SEE DWG. M3
1’-0"
BUILDING
FOOTING
GRADE
STEAMPLANT
TOP OF WALL
FACE OF PIER
WALL
ALL UTILITY PIPING TO BE
ROUTED FROM EXISTING PIPING
GALLERY TO NEW STEAMPLANT
CAULK
PIPING
PIPE
SLEEVE
NEW PIPING TO BE
HUNG FROM WALL.
HANG PIPE SIMILAR
TO EXISTING
EXISTING
PIPING
PIPING
GALLERY
IN
SCALE: 1/4" =1’-0"
SECTION A A
M-2 M-2
1" PCW
4" GAS
1" AIR
PIPE
ANCHOR
PROVIDE PIPE ANCHOR
ON STEAM AND DRAIN
PIPING AT CABLE
GALLERY PENETRATION
PITCH STEAM PIPING
TOWARD DRIP TRAP
SEE TYPICAL PIPE
HANGING DETAIL
ON DRAWING M-7.
EXTERNALLY PRESSURIZED
GUIDED EXPANSION JOINT
PIPE
ANCHOR
PIPE
GUIDE
PIPE
ANCHOR
EXTERNALLY PRESSURIZED
GUIDED EXPANSION JOINT
EXTERNALLY PRESSURIZED
GUIDED EXPANSION JOINT
PIPE
GUIDE
PIPE
ANCHOR
DUAL CENTER ANCHOR
BELLOWS EXPANSION JOINT2" UNDERGROUND 0IL
TO BE ABANDONED
EXTERNALLY
PRESSURIZED
GUIDED
EXPANSION JOINT
PIPE
ANCHOR
PIPE
GUIDE
SEE NOTE 4
REQ’D
ISOLATION
VALVE
PIPE
ANCHOR
CONNECT REQ’D 4" STEAM PIPING
TO 4" STEAM RISER UP TO MANHOLE
PROVIDE END OF MAIN STEAM DRIP TRAP, T-1.
RUN CONDENSATE TO NEARBY TRENCH DRAIN.
DAVIS
BLDG.
ADMIN
BLDG.
2" FORCE MAIN
1" PCW
4" GAS
1" AIR
CORE DRILL AS REQ’D
FOR UTILITY PIPING
CONNECT REQ’D
2" FORCE MAIN TO 2" OIL
EXISTING
2" OIL TO
BECOME
FORCE MAIN
REQ’D 2"
FORCE MAIN
REQ’D 2"
FORCE MAIN
2" FORCE MAIN
GENERAL NOTES:
1. MECHANICAL CONTRACTOR TO ROUTE GAS PIPING MAIN FROM
REQUIRED GAS METER TO STEAMPLANT. BRANCH
PIPING TAKE-OFFS SHALL BE PROVIDED TO DELIVER GAS TO THE
ADMINISTRATION AND DAVIS BUILDINGS. GAS PIPING TO BE ROUTED
FROM GAS METER DOWN TO ELECTRIC SERVICE TUNNEL AND THROUGH
CABLE GALLERY AS SHOWN ON DRAWING M-2, M-3, & M-4.
2. ALL PIPING TO BE HUNG FROM EXISTING PIPING GALLERY WALL.
HANG PIPE SIMILAR TO EXISTING PIPE HANGING METHOD. SEE
TYPICAL PIPE HANGING DETAIL ON DRAWING M-7.
3. ALL PIPE ANCHORS TO INCLUDE REQUIRED ANGLES WELDED TO PIPE.
ANGLES TO BE ANCHOR BOLTED INTO PIPING GALLERY STRUCTURE.
4. CONNECT NEW 2" FORCE MAIN TO EXISTING 2" OIL PIPE. FUEL OIL
PIPING IS TO BE USED AS SANITARY DRAIN (FORCE MAIN) FROM NEW STEAM
PLANT. SEE SITE DRAWING C-1 FOR REQ’D MANHOLE AND CONNECTION
TO CITY SEWER.
D.M. 12/1478
A
M-2M-2
M-2M-2
A
CONTRACT NUMBER: DACW35-95-C-0040
FOR CONTINUATION OF PIPING
SEE DRAWING M-5
4" HPS
2" PCW
3" NPW
CONNECT REQ’D 1" WATER
PIPING TO 2" WATER PIPING
REQ’D 4" STEAM PIPING
CONNECT 2" PCW TO EXISTING POTABLE CITY
WATER LINE IN GALLERY
SEE DETAIL C ON SHEET M-3
DETAIL B
(SEE SHEET M-3)
SECTION OF EXISTING 3" LINE TO BE
REPLACED WITH 4" LINE (3" LINE WILL BE
REMOVED BY CORPS OF ENGINEERS)
CHANGES MADE BY AMENDMENT 0004: (1) AT SECTION A, M-2/M-2,
AT THE RIGHT SIDE OF THE SECTION, THE WORD "LOCK" IS DELETED
AND THE WORD "PIER" IS SUBSTITUTED. (2) AT AREA PLAN 3,
AND A CROSS SECTION VIEW LOCATED TO THE LEFT OF THE PIPES
EXITING THE GALLERY, FACING TO THE RIGHT, IS SUBSTITUTED.
AT THE LIST OF PIPING THAT EXTENDS THRU GALLERY WALL "4 HPS"
3" NPW ARE ADDED. THE NOTATION "FOR CONTINUATION OF PIPING
SEE DWG M-5", "CONNECT 2" PCW TO EXISTING POTABLE CITY WATER
LINE IN GALLERY" AND "PIPE ANCHOR" ARE ADDED. (3) AT THE
AREA PLAN 3, THE CALLOUT FOR DETAIL B IS ADDED. (4) AT THE
AREA PLAN 3, THE 4" HPS LINE EAST OF THE NEW STEAM PLANT
THE LOCATION OF THE CROSS SECTION VIEW A, M-2/M-2 IS DELETED
CURRENT REVISION CHANGES: (1) AT SECTION A, M-2/M-2,
IS DELETED. (2) AT THE AREA PLAN 3, THE 4" HPS, 2" PCW AND
BUILDING IS DELETED. (5) AT THE AREA PLAN 3, THE WORDS
"CONNECT REQ’D 1 1/2 " WATER PIPING TO 2" WATER PIPING" ARE
DELETED AND THE WORDS "CONNECT REQ’D 1" WATER PIPING TO
2" WATER PIPING" ARE SUBSTITUTED. (6) AT AREA PLAN 3, THE
NOTATION "SECTION OF EXISTING 3" LINE TO BE REPLACED WITH 4"
LINE (3" WILL BE REMOVED BY CORPS OF ENGINEERS)" IS ADDED.
(7) AT THE AREA PLAN 3, THE CALL OUT FOR DETAIL C IS ADDED.
SRJ13 NOV 95
3’-8"
4’-8"
5’-8"
A R
E A
.D G
N
APR 1997ADDED DIMENSIONS TO ’AREA PLAN 3: CABLE GALLERY PIPING PLAN’
TO REFLECT AS-BUILT DIMENSIONS; REVISED ’AREA PLAN 1’: CABLE
GALLERY PIPING PLAN
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
N
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC. 1/16" = 1’-0"
M A
T C
H L
IN
E
A
M A
T C
H L
IN
E
A
M A
T C
H L
IN
E
B
M A
T C
H L
IN
E
B
SCALE: 1/16" =1’-0"
SCALE: 1/16" =1’-0"
KJB
ALF
AREA PLAN 2: CABLE GALLERY PIPING PLAN
AREA PLAN 3: CABLE GALLERY PIPING PLAN
AREA PLAN 1: CABLE GALLERY PIPING PLAN
SCALE: 1/16" =1’-0"
JJB
AREA PLANS 1, 2 & 3
3" UNDERGROUND STEAM
MANHOLE
4" UNDERGROUND STEAM
CABLE GALLERY
FOR CONTINUATION OF PIPING
SEE DRAWING M-5
CONNECT REQ’D 1" AIR PIPING
TO 2" AIR PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
REQ’D 4"
GAS PIPING
EMERGENCY DAM STEAMPLANT REPLACEMENT
M-2
M A
T C
H L
IN
E
C
(F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W I N
G M
REQ’D. EMERGENCY DAM
STEAMPLANT LOCATION
200 0 200 400 600
SCALE 1" = 200’
N
G R
ID
N
O R
T H
T R
U E
N O
R T
H
E
,6 ,0
E
,6 ,5
E
,6 ,0
E
,6 ,5
E
,6 ,0
N 639,000
N 638,500
N 638,000
N 637,500
TANK
TANK
AVENUE
PORTAGE
AVENUE
DAM
RAMP
MH
MH
MH MH
MH
MH
MH
MH
SABIN LOCK
POE LOCK
MACARTHUR LOCK
f f
KEY PLAN
AREA PLAN 3
SEE DWG. M2
AREA PLAN 2
SEE DWG. M2
AREA PLAN 1
SEE DWG. M2
DAVIS LOCK
AREA PLAN 4
SEE DWG. M3
1’-0"
BUILDING
FOOTING
GRADE
STEAMPLANT
TOP OF WALL
FACE OF PIER
WALL
ALL UTILITY PIPING TO BE
ROUTED FROM EXISTING PIPING
GALLERY TO NEW STEAMPLANT
CAULK
PIPING
PIPE
SLEEVE
NEW PIPING TO BE
HUNG FROM WALL.
HANG PIPE SIMILAR
TO EXISTING
EXISTING
PIPING
PIPING
GALLERY
IN
SCALE: 1/4" =1’-0"
SECTION A A
M-2 M-2
1" PCW
4" GAS
1" AIR
PIPE
ANCHOR
PROVIDE PIPE ANCHOR
ON STEAM AND DRAIN
PIPING AT CABLE
GALLERY PENETRATION
PITCH STEAM PIPING
TOWARD DRIP TRAP
SEE TYPICAL PIPE
HANGING DETAIL
ON DRAWING M-7.
EXTERNALLY PRESSURIZED
GUIDED EXPANSION JOINT
PIPE
ANCHOR
PIPE
GUIDE
PIPE
ANCHOR
EXTERNALLY PRESSURIZED
GUIDED EXPANSION JOINT
EXTERNALLY PRESSURIZED
GUIDED EXPANSION JOINT
PIPE
GUIDE
PIPE
ANCHOR
DUAL CENTER ANCHOR
BELLOWS EXPANSION JOINT2" UNDERGROUND 0IL
TO BE ABANDONED
EXTERNALLY
PRESSURIZED
GUIDED
EXPANSION JOINT
PIPE
ANCHOR
PIPE
GUIDE
SEE NOTE 4
REQ’D
ISOLATION
VALVE
PIPE
ANCHOR
CONNECT REQ’D 4" STEAM PIPING
TO 4" STEAM RISER UP TO MANHOLE
PROVIDE END OF MAIN STEAM DRIP TRAP, T-1.
RUN CONDENSATE TO NEARBY TRENCH DRAIN.
DAVIS
BLDG.
ADMIN
BLDG.
2" FORCE MAIN
1" PCW
4" GAS
1" AIR
CORE DRILL AS REQ’D
FOR UTILITY PIPING
CONNECT REQ’D
2" FORCE MAIN TO 2" OIL
EXISTING
2" OIL TO
BECOME
FORCE MAIN
REQ’D 2"
FORCE MAIN
REQ’D 2"
FORCE MAIN
2" FORCE MAIN
1. MECHANICAL CONTRACTOR TO ROUTE GAS PIPING MAIN FROM
REQUIRED GAS METER TO STEAMPLANT. BRANCH
PIPING TAKE-OFFS SHALL BE PROVIDED TO DELIVER GAS TO THE
ADMINISTRATION AND DAVIS BUILDINGS. GAS PIPING TO BE ROUTED
FROM GAS METER DOWN TO ELECTRIC SERVICE TUNNEL AND THROUGH
CABLE GALLERY AS SHOWN ON DRAWING M-2, M-3, & M-4.
2. ALL PIPING TO BE HUNG FROM EXISTING PIPING GALLERY WALL.
HANG PIPE SIMILAR TO EXISTING PIPE HANGING METHOD. SEE
TYPICAL PIPE HANGING DETAIL ON DRAWING M-7.
3. ALL PIPE ANCHORS TO INCLUDE REQUIRED ANGLES WELDED TO PIPE.
ANGLES TO BE ANCHOR BOLTED INTO PIPING GALLERY STRUCTURE.
4. CONNECT NEW 2" FORCE MAIN TO EXISTING 2" OIL PIPE. FUEL OIL
PIPING IS TO BE USED AS SANITARY DRAIN (FORCE MAIN) FROM NEW STEAM
PLANT. SEE SITE DRAWING C-1 FOR REQ’D MANHOLE AND CONNECTION
TO CITY SEWER.
D.M. 12/1478
A
M-2M-2
M-2M-2
A
CONTRACT NUMBER: DACW35-95-C-0040
FOR CONTINUATION OF PIPING
SEE DRAWING M-5
4" HPS
2" PCW
3" NPW
CONNECT REQ’D 1" WATER
PIPING TO 2" WATER PIPING
REQ’D 4" STEAM PIPING
CONNECT 2" PCW TO EXISTING POTABLE CITY
WATER LINE IN GALLERY
SEE DETAIL C ON SHEET M-3
DETAIL B
(SEE SHEET M-3)
SECTION OF EXISTING 3" LINE TO BE
REPLACED WITH 4" LINE (3" LINE WILL BE
REMOVED BY CORPS OF ENGINEERS)
CHANGES MADE BY AMENDMENT 0004: (1) AT SECTION A, M-2/M-2,
AT THE RIGHT SIDE OF THE SECTION, THE WORD "LOCK" IS DELETED
AND THE WORD "PIER" IS SUBSTITUTED. (2) AT AREA PLAN 3,
AND A CROSS SECTION VIEW LOCATED TO THE LEFT OF THE PIPES
EXITING THE GALLERY, FACING TO THE RIGHT, IS SUBSTITUTED.
AT THE LIST OF PIPING THAT EXTENDS THRU GALLERY WALL "4 HPS"
3" NPW ARE ADDED. THE NOTATION "FOR CONTINUATION OF PIPING
SEE DWG M-5", "CONNECT 2" PCW TO EXISTING POTABLE CITY WATER
LINE IN GALLERY" AND "PIPE ANCHOR" ARE ADDED. (3) AT THE
AREA PLAN 3, THE CALLOUT FOR DETAIL B IS ADDED. (4) AT THE
AREA PLAN 3, THE 4" HPS LINE EAST OF THE NEW STEAM PLANT
THE LOCATION OF THE CROSS SECTION VIEW A, M-2/M-2 IS DELETED
CURRENT REVISION CHANGES: (1) AT SECTION A, M-2/M-2,
IS DELETED. (2) AT THE AREA PLAN 3, THE 4" HPS, 2" PCW AND
BUILDING IS DELETED. (5) AT THE AREA PLAN 3, THE WORDS
"CONNECT REQ’D 1 1/2 " WATER PIPING TO 2" WATER PIPING" ARE
DELETED AND THE WORDS "CONNECT REQ’D 1" WATER PIPING TO
2" WATER PIPING" ARE SUBSTITUTED. (6) AT AREA PLAN 3, THE
NOTATION "SECTION OF EXISTING 3" LINE TO BE REPLACED WITH 4"
LINE (3" WILL BE REMOVED BY CORPS OF ENGINEERS)" IS ADDED.
(7) AT THE AREA PLAN 3, THE CALL OUT FOR DETAIL C IS ADDED.
SRJ13 NOV 95
3’-8"
4’-8"
5’-8"
A R
E A
.D G
N
APR 1997ADDED DIMENSIONS TO ’AREA PLAN 3: CABLE GALLERY PIPING PLAN’
TO REFLECT AS-BUILT DIMENSIONS; REVISED ’AREA PLAN 1’: CABLE
GALLERY PIPING PLAN
MENS
BATHROOM
BOILER ROOM
ASH PIT
STORAGE
A
STORAGE
B
LUNCH ROOM
U
P
ELECTRIC
WATER
HEATER
B O
IL
E
R
12345
D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
DETROIT, MICHIGAN
CHIEF, ENGINEERING MANAGEMENT BRANCH
JJB
DRAWING NUMBER
SCALE :
SAULT STE. MARIE
MICHIGAN
SUBMITTED TO:
N
OFSHEET
1120 MAY STREET, LANSING, MICHIGAN 48906
TELEPHONE (517) 374-6800
A DLZ Company
DODSON-LINDBLOM
ASSOCIATES
INC.
A R
E A
A
.D G
N
1/8" = 1’-0"
SCALE: 1/8" =1’-0"
G
G
G
REQ’D. GAS REGULATING VALVE
M
A T
C H
L
IN
E C
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G M
-4
SCALE: 1/32"=1’-0"
AREA PLAN 4
ELECTRICAL SERVICE TUNNEL (ELEV. = 39’)
SEE ENLARGED PLAN OF
ADMINISTRATION BUILDING
ON DRAWING M-4
AREA PLAN 4 & ENLARGED PLAN
KJB
ALF
REQ’D. 1-1/4"
GAS PIPING
CABLE GALLERY
(ELEV. = 102’)
DAVIS BUILDING
CABLE GALLERY
(ELEV. = 102’)
COMFORT STATION
REQ’D 4" GAS PIPING IN
ELECTRICAL SERVICE TUNNEL
EMERGENCY DAM STEAMPLANT REPLACEMENT
N
M-3
SERVICE SHAFT NO. 2
AT BASEMENT LEVEL
SERVICE SHAFT NO. 1
REQ’D GAS METER
BY LOCAL GAS
COMPANY
MACARTHUR LOCK
POE LOCK
ADMINISTRATION BUILDING
SERVICE SHAFT NO. 3
AT BASEMENT LEVEL
SCALE: 1/8" =1’-0"
G
G
SERVICE SHAFT NO.3
REQ’D. 4" GAS PIPING IN
ELECTRICAL SERVICE TUNNEL
REQ’D. 4"
GAS PIPING
N
ELECTRICAL SERVICE TUNNEL
BELOW (ELEV. = 39’)
REQ’D. 4" GAS PIPING
DOWN TO ELECTRICAL
SERVICE TUNNEL
LADDER TO DEEP
ELECTRICAL SERVICE
TUNNEL
REQ’D. 4" GAS PIPING BELOW
IN ELECTRICAL SERVICE TUNNEL
MANHOLE-TO ELECTRICAL
SERVICE TUNNEL
REQ’D. 1 1/4"
GAS PIPING
REQ’D 4"
GAS PIPING
DAVIS BUILDING - ENLARGED BASEMENT PLAN
DAVIS BUILDING - ENLARGED
SUB-BASEMENT PLAN
SEE ENLARGED SUB-BASEMENT
AND BASEMENT PLAN OF DAVIS
BUILDING - THIS DRAWING
1. MECHANICAL CONTRACTOR TO ROUTE GAS PIPING MAIN
FROM REQUIRED GAS METER TO STEAMPLANT.
BRANCH PIPING TAKE-OFFS SHALL BE PROVIDED TO DELIVER
GAS TO THE ADMINISTRATION AND DAVIS BUILDINGS. GAS
PIPING TO BE ROUTED FROM GAS METER DOWN TO ELECTRIC
SERVICE TUNNEL AND THROUGH CABLE GALLERY AS SHOWN ON
DRAWING M-2, M-3, & M-4.
REQUIRED 4" GAS
PIPING UP TO BASEMENT
(SEE DAVIS BUILDING-ENLARGED
BASEMENT PLAN ON THIS DRAWING)
REQ’D. 4" GAS IN CABLE GALLERY
TO STEAM PLANT
SEE ENLARGED PLAN OF
ELECTRICAL SERVICE TUNNEL
ENTRANC…
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