A.07.24_W9127N-17-B-0004_Amendment_0001.pdf
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- Attached to
- Bonneville Powerhouse 2 Roof Replacement
- Solicitation number
- W9127N-17-B-0004
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*****THIS IS AMENDMENT 0001 TO W9127N-17-B-0004. THERE WAS AN ISSUE WITH THE FBO WEBSITE WHICH CAUSED THE ATTACHMENT IN THE ORIGINAL AMENDMENT 0001 POSTING TO NOT BE UPLOADED.*****
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
PROJECT TITLE: BONNEVILLE POWERHOUSE 2 ROOF REPLACEMENT
1. This amendment is issued to include draw ings that w ere omitted from the initial solicitation. Draw ing sheets A-901 through A-908 and E-101 are included in this amendment.
2. All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Mar-2017
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-17-B-0004
X 9B. DATED (SEE ITEM 11)
28-Feb-2017
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
14-Mar-2017
CODE
USACE PORTLAND DISTRICT
333 SW 1ST AVE
PORTLAND OR 97204-3440
W9127N 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W9127N-17-B-0004
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
(End of Summary of Changes)
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Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:08:19 AM
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B D
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0 0
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F L
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F L
O W
GA B C D E F H I J K L M
N
NORTH
PROJECT
NORTH
TRUE
VOFB
EB SB
060' 60'
SCALE: 1"= 60'
N
DOWNSTREAM POOL
COLUMBIA RIVER
UPSTREAM POOL
COLUMBIA RIVER
G E
N E
R A
L
Z
N G
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Z A
N G
E
LEGEND:
GENERAL NOTES:
55.0'TAILRACE DECK ELEVATION:
90.0'INTAKE DECK ELEVATION:
131.0'PARAPET ELEVATION: 2.
OVERHEAD LINES.
CONSULT EM 385-1-1 FOR WORK NEAR 1.
BRIDGE
KEY NOTES:
54 4 5
E L E
C T
R
IC
A L C
L E
A R
A N
C E P
L A
N S
T A
G
IN
G S
T O
R A
G E
A N
D
EL 55.0'
TAILRACE DECK,
F
IS
H L
A D
D E
R
F
IS
H L
A D
D E
R
INTAKE DECK EL 90.0'
M
IN
C
C E
A D
M A
IN
A
C C
E S
S R
O A
D
E V
E R
G R
E E
N H
IG
H W
A Y
M
AIN
A C C E S S
R O
A D
DAM ROAD
CLEARANCE REQUIREMENTS
MATERIALS, SEE KEY NOTES FOR
CRANE USED TO MOVE DEBRIS AND
AREAS AVAILABLE FOR MOBILE
PERSONNEL
TO MOVE DEBRIS, MATERIALS, AND
CONSTRUCTION ELEVATORS USED
AREAS AVAILABLE FOR
MOBILE CRANE
STORAGE, DUMPSTERS, AND
CONTRACTOR PARKING, STAGING,
V
IS
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R P
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K
IN
G
VISITOR CENTER PARKING LOT
AT ALL TIMES ON ALL ROADWAYS AND AT THE
MAINTAIN AT LEAST ONE LANE OF TRAFFIC OPEN 4.
DURING NORMAL OPERATING HOURS.
TAILRACE AND INTAKE DECK GANTRY CRANES
CONTRACTOR SHALL NOT IMPEDE TRAVEL OF 3.
SEE KEY NOTES FOR RESTRICTIONS
ELECTRICAL CLEARANCE AREAS,
ROOFING.
SEE SHEET A-101 FOR INSTALLATION OF NEW 6.
ROOFING.
SEE SHEET AD101 FOR DEMOLITION OF EXISTING 5.
BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11
DECK ACCESS BRIDGE
ELEV. 90 INTAKE
/0
/2
EL 55.0'
TAILRACE DECK, 9
M A
IN
A C
C E S S
R O
A D
B R
ID
G E
A C C E
IL
R A
N
R
H
L E V
MAINTAIN AT LEAST 10 FEET OF SEPARATION.
EQUIPMENT PASSING UNDER THE ENERGIZED LINES MUST
CONTRACTING OFFICER AT LEAST 60 DAYS IN ADVANCE.
OF SERVICE AT ONE TIME. COORDINATE OUTAGES WITH BPA VIA
LINE CONDUCTOR. ONLY ONE TRANSMISSION LINE MAY BE OUT
MATERIALS OR TOOLS ON THE PARAPET WITHIN 20-FEET OF THE
TRANSMISSION LINE BEFORE WORKING WITH CONDUCTIVE
APPROACH CLOSER THAN 8'-3". DE-ENERGIZE 230-kV
WORKING WITHIN 20-FEET OF THE LINE CONDUCTOR. DO NOT
PROVIDE CONTINUOUS ESCORT BY A QUALIFIED PERSON WHEN
OF CONSTRUCTION ACTIVITY.
GOVERNMENT WILL DE-ACTIVATE THE SIREN DURING PERIODS
WEEKS IN ADVANCE.
LOCAL OPERATIONS VIA CONTRACTING OFFICER AT LEAST 2
FEET OF INSULATED CONDUCTORS. COORDINATE OUTAGES WITH
DE-ENERGIZE 480-V CRANE BUS BEFORE WORKING WITHIN 1'-0"
REQUIRED
WITHOUT AN ELECTRICAL CLEARANCE
AREAS AVAILABLE FOR MOBILE CRANE
VEHICLES
PERSONNEL, GANTRY CRANE, OR
BLOCK ACCESS TO GOVERNMENT
CONSTRUCTION ELEVATORS, DO NOT
AREAS AVAILABLE FOR ERECTION OF
FALL WITHIN THIS AREA.
SCAFFOLDING TOPPLES, IT MUST NOT
ELEVATOR, LIFT, MOBILE CRANE, OR
OVERHEAD LINES. IF A CONSTRUCTION
ENTERING WITHIN 20 FEET OF ENERGIZED
EQUIPMENT MUST NOT BE CAPABLE OF
SPILLWAY PERMITTED BEYOND THIS POINT
NO VEHICULAR ACCESS TOWARDS THE
PERSONNEL ACCESS
SCAFFOLDING FOR CONTRACTOR
AREA AVAILABLE FOR ERECTION OF
VEHICULAR GATES, RESTRICTED ACCESS
SPARE TRANSFORMER VAULT
TRANSFORMER VAULTS, T-11 & T-12
GANTRY CRANE BUS
(NIGHTS) WITH A CLEARANCE ON THE
CRANE USE FROM 6:00PM TO 6:00AM
INTAKE DECK IS AVAILABLE FOR MOBILE
OPTIONAL BID ITEMS
W
N -1
-B -0
GC201
GC201
B
ELECTRICAL CLEARANCE PLAN
STAGING, STORAGE, AND
A-905
A-901
A-901
A-901
A-901
A-907
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SHEET
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US Army Corps
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LEGEND: GENERAL NOTES: KEY NOTES:
G ABCDEFHIJKLM
050' 50'
SCALE: 1"= 50'
050' 50'
SCALE: 1"= 50'
BAY 11BAY 12BAY 13BAY 14BAY 15BAY 16BAY 17BAY 18BRIDGEVFOB ERECTION BAY
BAY 11 BAY 12 BAY 13 BAY 14 BAY 15 BAY 16 BAY 17 BAY 18 BRIDGE VFOBERECTION BAY
BAY
SERVICE
TOP OF PARAPET
131.0'
TAILRACE DECK ELEVATION
55.0'
TOP OF PARAPET
131.0'
INTAKE DECK ELEVATION
90.0'
G E
N E
R A
L
5 5
GUARDRAILS, TYPICAL, SEE SHEET S-101
FISH LADDER
TRANSMISSION LINE GROUNDING MAST AND GUY WIRES
7 HIGH VOLTAGE BUS, TYPICAL
WORK OVER ENERGIZED LINES.
BEFORE MOVING VEHICLES INTO THIS AREA. DO NOT
FROM LOWEST POINT OF LINE. FIELD VERIFY DIMENSIONS
MAINTAIN AT LEAST 20 FEET OF VERTICAL SEPARATION
EQUIPMENT PASSING UNDER ENERGIZED LINES MUST
6 TRANSFORMER
CLEARANCE REQUIREMENTS
480-V GANTRY CRANE BUS, SEE SHEET GC101 FOR
E L E
C T
R
IC
A L C
L E
A R
A N
C E
9 SCUPPER, TYPICAL
ELECTRICAL CLEARANCE AREAS, SEE GC101
SEE NOTES AND GC101 FOR RESTRICTIONS
USED TO MOVE DEBRIS, MATERIALS, AND PERSONNEL,
AREAS AVAILABLE FOR CONSTRUCTION ELEVATORS
TS-12 TS-11
SERVICE BAY
SPARE
OPTIONAL BID ITEMS
OPTIONAL BID ITEMS
A N
D A
C C
E S
S E
L E
V A
T
IO
N S
RELATING TO DEMOLITION.
SEE SHEET AD101 FOR INFORMATION 3.
(TRANSMISSION LINES AND THE CRANE BUS).
RELATING TO ELECTRICAL CLEARANCES
SEE SHEET GC101 FOR INFORMATION 2.
OVERHEAD LINES.
CONSULT EM 385-1-1 FOR WORK NEAR 1.
/0
/2
THIS AREA.
VERIFY DIMENSIONS BEFORE MOVING VEHICLES INTO
FROM EXPOSED ENERGIZED 230-KV EQUIPMENT. FIELD
MAINTAIN AT LEAST 8'-3" OF HORIZONTAL SEPARATION
W
N -1
-B -0
WEST ELEVATION (DOWNSTREAM)
EAST ELEVATION (UPSTREAM)
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SHEET
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FROM BUS
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TOP OF PARAPET
131.0'
TOP OF PARAPET
131.0'
TOP OF PARAPET
131.0'
TOP OF PARAPET
131.0'
BALCONY
75.0'
LEGEND: GENERAL NOTES: KEY NOTES:
ELECTRICAL CLEARANCE AREAS
CONTRACTOR ACCESS AREAS, SEE NOTES
GUARDRAILS, TYPICAL, SEE SHEET S-101
FISH LADDER
TRANSMISSION LINE GROUNDING MAST AND GUY WIRES
7 HIGH VOLTAGE BUS, TYPICAL
WORK OVER ENERGIZED LINES.
BEFORE MOVING VEHICLES INTO THIS AREA. DO NOT
FROM LOWEST POINT OF LINE. FIELD VERIFY DIMENSIONS
MAINTAIN AT LEAST 20 FEET OF VERTICAL SEPARATION
EQUIPMENT PASSING UNDER ENERGIZED LINES MUST
6 TRANSFORMER
CLEARANCE REQUIREMENTS
480-V GANTRY CRANE BUS, SEE SHEET GC101 FOR
E L E
C T
R
IC
A L C
L E
A R
A N
C E
ELEVATION
TAILRACE DECK
55.0'
ELEVATION
INTAKE DECK
90.0'
ELEVATION
FINISH GRADE
90.0'
ELEVATION
TAILRACE DECK
55.0'
NORMAL OPERATING HOURS
GANTRY CRANE, DO NOT OBSTRUCT DURING
ELEVATION
INTAKE DECK
90.0'
1 3
020' 20'
SCALE: 1"= 20'
020' 20'
SCALE: 1"= 20'
020' 20'
SCALE: 1"= 20'
020' 20'
SCALE: 1"= 20'
'-0
10 HIGH VOLTAGE TRANSMISSION LINES
13'-0"
13'-0"
ELEVATION
TAILRACE DECK
55.0'
OPTIONAL BID ITEMS
OPTIONAL BID ITEMS
BRIDGE
GC202
A N
D A
C C
E S
S E
L E
V A
T
IO
N S
RELATING TO DEMOLITION.
SEE SHEET AD101 FOR INFORMATION 3.
(TRANSMISSION LINES AND THE CRANE BUS).
RELATING TO ELECTRICAL CLEARANCES
SEE SHEET GC101 FOR INFORMATION 2.
OVERHEAD LINES.
CONSULT EM 385-1-1 FOR WORK NEAR 1.
/0
/2
THIS AREA.
VERIFY DIMENSIONS BEFORE MOVING VEHICLES INTO
FROM EXPOSED ENERGIZED 230-KV EQUIPMENT. FIELD
MAINTAIN AT LEAST 8'-3" OF HORIZONTAL SEPARATION
W
N -1
-B -0
A-101
NORTH ELEVATION
ORIENTATION BUILDING
SOUTH ELEVATION
ORIENTATION BUILDING
SOUTH ELEVATION
POWERHOUSE 2
NORTH ELEVATION
POWERHOUSE 2
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IDENTIFICATION
SHEET
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S -1
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S-101
O F R
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L L E F
IC
H E
R A P
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A N
S I
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F L
O W
F L
O W
N
NORTH
PROJECT
UPSTREAM POOL
COLUMBIA RIVER
INTAKE DECK
LEGEND: GENERAL NOTES: KEY NOTES:
TAILRACE DECK
EB 18 17 16 15 14 13 12
SB
P A
R K
S
S T
R U
C T
U R
A L
H A
L V
O R
S O
N
H A
L V
O R
S O
N
BRIDGE
VOFB
"2 1938'-2
040' 40'
SCALE: 1"= 40'
TAILRACE DECK ELEVATION: 55.0'
INTAKE DECK ELEVATION: 90.0'
2. PARAPET ELEVATION: 131.0'
DOWNSTREAM POOL
COLUMBIA RIVER
F A
L L P
R O
T E
C T
IO
N L
A Y
O U
T P
L A
N
1. CONSULT EM-385-1-1 FOR WORK NEAR OVERHEAD LINES.
(TRANSMISSION LINES AND THE CRANE BUS).
3. SEE SHEET GC-101 FOR INFORMATION RELATING TO ELECTRICAL CLEARANCES
/0
/2
1 FALL PROTECTION ANCHOR, SEE SHEET S-501 FOR DETAILS.
OPTIONAL BID ITEMS
"16 9148'-8
964'-6""2 1191'-2
48'-1"
4. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED.
1 1
SEE DETAIL 5 AND SECTION A ON SHEET S-501
1. FIBER REINFORCED PLASTIC (FRP) GUARDRAIL
2. SINGLE POINT FALL PROTECTION ANCHOR POINTS
W
N -1
-B -0
REF
GC-101 -
FALL PROTECTION LAYOUT PLAN
S-501
S-501 S-501
S-501
S-502
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SHEET
D A
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P R
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U M
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US Army Corps
P L
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O N
P O
R T
L A
N D D
IS
T R
IC
P .1
S -5
.D
G N .d g n
S-501
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
P
R K
S
S T
R U
C T
U R
A L
H A
L V
O R
S O
N
H A
L V
O R
S O
N
THIS SHEET
SEE DETAIL 5
GUARDRAIL
GUARDRAIL SEE DETAIL 5 THIS SHEET
THIS SHEET
SEE DETAIL 5
GUARDRAIL
5'-0"
9'-2"
10'-8"
/2
ERECTION BAY ROOF
ERECTION PENTHOUSE ROOF
SERVICE BAY ROOF
PENTHOUSE ROOF
SERVICE BAY
VESTIBULE ROOF
VISITOR CENTER
F A
L L P
R O
T E
C T
IO
N D
E T
A
IL
S
C
TOP OF PARAPET
PARAPET WALL
6" THICK CONCRETE
ROOFING
LINE OF NEW
M
IN
OF THE NEW ROOF SYSTEM.
TO THE FLOOR OR IN THIS CASE THE TOP
UPPER SURFACE OF THE GUARDRAIL TOPRAIL
MINIMUM VERTICAL HEIGHT OF 42" FROM THE
PARAPET WALL SHALL HAVE A TOTAL
PLUS THE VERTICAL HEIGHT OF THE
THE VERTICAL HEIGHT OF THE GUARDRAIL
NOTE:
5'-0" MAX1'-0" MAX
RUBBER GASKET.
ROOFING DETAILS.
SEE SHEET A-501 FOR
C
PLATE (TYP.)
FRP BASE (TYP.)
FRP POST
FRP TOP RAIL (TYP.)
DETAIL 5 THIS SHEET
GUARDRAIL SEE
DETAIL 5 THIS SHEET
GUARDRAIL SEE
THIS SHEET
GUARDRAIL SEE DETAIL 5
THIS SHEET
GUARDRAIL SEE DETAIL 5
THIS SHEET
SEE DETAIL 5
GUARDRAIL
10'-8"
/0
/2
OPTIONAL BID ITEMS
ERECTION BAY ROOF
ROOF
CENTER
VISITOR
ROOF
PENTHOUSE
BRIDGE
/2
FIELD VERIFIED.
PERSON AS DESCRIBED IN THE SPECIFICATIONS. ALL DIMENSIONS SHOWN SHALL BE
TO THE AREAS SHOWN IN DETAILS 1, 2, 3 AND 4 BY A FALL PROTECTION COMPETENT
SHOWN ARE SUGGESTIONS AND SHALL BE DESIGNED AND LOCATED TO ALLOW ACCESS
CONTRACTOR DESIGN. SINGLE POINT FALL PROTECTION ANCHOR POINT LOCATIONS
5) ALL DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY TO ASSIST WITH
REQUIREMENTS. SEE SPECIFICATION SECTION 06 82 14.00 FALL PROTECTION
FALL PROTECTION CODE AND SHALL MEET EM 385-1-1 FALL PROTECTION
4) SINGLE POINT FALL PROTECTION ANCHOR POINTS SHALL COMPLY WITH ASSE Z359
MEET CURRENT ACI 318 CHAPTER 17 REQUIREMENTS.
3) ALL CONCRETE ANCHOR BOLTS AND FASTENERS SHALL BE STAINLESS STEEL AND
SECTION 06 82 14.00 FALL PROTECTION.
2) GUARDRAILS SHALL BE FIBER REINFORCED PLASTIC (FRP). SEE SPECIFICATION
1) ALL GUARDRAILS SHALL MEET EM 385-1-1 FALL PROTECTION REQUIREMENTS.
NOTES:
SEE NOTES.
SHALL BE COMPATIBLE WITH NAILER MATERIAL.
CONTACT THE CONCRETE PARAPET WALL, AND
FASTENERS SHALL HAVE A HEX HEAD, NOT
OF 3 INCHES IN THE NAILERS. THE GUARDRAIL
FASTENER THREADS SHALL ENGAGE A MINIMUM
BE CONTRACTOR DESIGNED. THE GUARDRAIL
FRP GUARDRAIL AND ATTACHMENT METHOD TO
W
N -1
-B -0
REF
REF
4REF
10'-3"
FALL PROTECTION AREA DETAIL
SERVICE BAY PENTHOUSE
FALL PROTECTION AREA DETAIL
VISITOR CENTER VESTIBULE
FALL PROTECTION AREA DETAIL
ERECTION BAY PENTHOUSE
1" = 2'
1" = 2'
1" = 2'
S-101
A
5REF
- 1" = 1'S-101
AREF
GUARDRAIL SECTION
S-101 1" = 1'
GUARDRAIL ELEVATION DETAIL
3REF
- 1" = 2'S-101
FALL PROTECTION AREA DETAIL
BRIDGE PENTHOUSE
SEE NOTES
PROTECTION ANCHOR POINTS
SINGLE POINT FALL
SEE NOTES
PROTECTION ANCHOR POINT
SINGLE POINT FALL
SEE NOTES
PROTECTION ANCHOR POINT
SINGLE POINT FALL
POINT SEE NOTES
PROTECTION ANCHOR
SINGLE POINT FALL
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/6 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/6/2017 7:51:38 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
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IC
P .1
S -5
.D
G N .d g n
S-502
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
R K
S
S T
R U
C T
U R
A L
H A
L V
O R
S O
N
H A
L V
O R
S O
N
/0
/2
ERECTION BAY ROOF
B R
ID
G E P
E N
T H
O U
S E D
E T
A
IL
S
36" X 36" HATCH
" T Y
P
3"
"4
3/16
3/16
NOTE 1
M E
T A
L D
E C
K S
P A
N
8'-9" +/- EXTENT OF METAL DECK
BEAMS.
WITH END OF W21X93
ALIGN EDGE OF DECK
2) METAL DECK AND HATCH NOT SHOWN.
1) TERMINTATE WELD 1/4" FROM END OF W21X93 FLANGE
NOTE
HATCH SUPPORT.
TO W21X93 BEAMS FOR
L 2 X 2 X 1/4 ANGLE WELDED
SELF-TAPPING SCREWS.
LONG SELF-DRILLING,
AT 6" SPACING WITH #10 3/4"
SIDELAPS TO BE ATTACHED
S E
E D
E T
A
IL
T
H
IS
S
H E
E T
B R
ID
G E P
E N
T H
O U
S E R
O O
F
M E
T A
L D
E C
K
IN
G F
O R E
N T
IR
E
M E
T A
L D
E C
K
IN
G
M E
T A
L D
E C
K
IN
G
TO METAL DECKING REGION OVERLAPPING W21X122 BEAM.
AT EACH SUPPORT. CONTINUE SAME ATTACHMENT PATTERN
WITH MECHANICAL FASTENERS AT EACH RIB OF EACH SECTION
22 GAUGE METAL DECKING TO BE ATTACHED TO W21X93 BEAMS
TOP OF W21 BEAM.
BE FLUSH WITH
COPE ANGLE TO
AS-BUILT CONDITIONS.
3.) ITEMS LABELED EXISTING ON THIS SHEET ARE THE
2). SEE ARCHITECTURAL SHEETS FOR ROOFING DETAILS.
INSTRUCTIONS.
INSTALLED IN STRICT ACCORDANCE TO THE MANUFACTURER'S
STEEL DECK INSTITUTE (SDI) STANDARDS AND SHALL BE
1) ALL METAL DECKING AND FASTENERS SHALL COMPLY WITH
NOTES:
EXISTING W21X93 BEAMS
EXISTING W21X122 BEAM
EXISTING W 21 X 93
EXISTING W21X93 BEAM
W21X122 FLANGE.
EDGE OF EXISTING
WITH 3" OFFSET FROM
ALIGN EDGE OF DECK
TYPICAL BOTH SIDES.
SEE SECTION A THIS SHEET.
W
N -1
-B -0
METAL DECKING DETAIL
BRIDGE PENTHOUSE
1" = 1'
- 1" = 6"
- 1" = 3"
HATCH SUPPORT SECTIONA
A
METAL DECKING DETAIL
REF
ROOF DRAINS AND DRAINAGE SCHEME NOT SHOWN FOR CLARITY.6.
- SHEET METAL PARAPET WALL FLASHING AND COPING
- 2-PLY MODIFIED BITUMEN MEMBRANE (HOT MOP APPLIED)
- 1" INSULATION (HOT MOP APPLIED)
- 1 LAYER MODIFIED BITUMEN BASE SHEET (HOT MOP APPLIED)
RECOVER ROOFING SYSTEM
- BUILT-UP ROOFING (ASBESTOS, HOT MOP APPLIED)
- TAPERED INSULATION (HOT MOP APPLIED)
- BITUMOUS VAPOR BARRIER (ASBESTOS, HOT MOP APPLIED)
ORIGINAL ROOFING SYSTEM:
DESCRIPTION OF EXISTING ROOFING SYSTEMS TO BE REMOVED (BOTTOM-UP):5.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/6 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/6/2017 8:16:16 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A D
.D
G N .d g n
AD101
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
F L
O W
F L
O W
GA B C D E F H I J K L M
N
NORTH
PROJECT060' 60'
SCALE: 1"= 60'
DOWNSTREAM POOL
COLUMBIA RIVER
UPSTREAM POOL
COLUMBIA RIVER
Z A
N G
E R
Z A
N G
E R
INTAKE DECK
LEGEND: GENERAL NOTES: KEY NOTES:
TAILRACE DECK
A R
C H
IT
E C
T U
R A
L
R O
O F D
E M
O L
IT
IO
N P
L
N
ERECTION BAY BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 SERVICE BAY
BRIDGE
VFOB
OPTIONAL BID ITEMS
/0
/2
SPECIFICATION SECTION 02 82 14.00 28 AND 07 01 50.00 28.
ASBESTOS. REMOVAL SHALL BE IN ACCORDANCE WITH
WARNING: EXISTING ROOFING MATERIALS ARE KNOWN TO CONTAIN 4.
30 PSFVOFB:
30 PSFBRIDGE:
50 PSFPOWERHOUSE:
MAXIMUM ALLOWABLE LIVE LOAD AS FOLLOWS:3.
55.0' TAILRACE DECK:
90.0' INTAKE DECK :
131.0'TOP OF PARAPET: 2.
PERSONNEL.
RESTRICTIONS ON EQUIPMENT USED FOR MOVING OF DEBRIS AND
CLEARANCES (TRANSMISSION LINES AND THE CRANE BUS) AND
SHEET GC101 FOR INFORMATION RELATING TO ELECTRICAL
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES. SEE 1.
UNLESS NOTED OTHERWISE).
EXISTING STRUCTURAL METAL ROOF DECK (VFOB
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEM AND SHEET METAL
OTHERWISE).
DOUBLE TEE ROOF DECK (BPH2 UNLESS NOTED
EXISTING STRUCTURAL PRECAST CONCRETE
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEMS AND SHEET METAL
EXISTING STRUCTURAL STEEL PLATE GIRDER (BRIDGE).
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEM AND SHEET METAL
GC101 FOR ADDITIONAL INFORMATION.
INDICATES ELECTRICAL HAZARD AREAS, SEE SHEET
INFORMATION.
PHOTO 9 ON SHEET A-903 FOR ADDITIONAL
INFORMATION ONLY SHEET BDP-1-2-0/2.1 AND
ROOFING, AND SHEET METAL FLASHING). SEE FOR
WOOD FRAMING, BUILT-UP ROOFING, METAL
STRUCTURAL CONCRETE (INCLUDING EXISTING
MATERIALS DOWN TO STRUCTURAL STEEL AND
BRIDGE PENTHOUSE: DEMOLISH ALL EXISTING
ELEVATOR PENTHOUSES
CAST IN PLACE CONCRETE ROOF DECK AT
WOOD ROOF DECK AT BRIDGE PENTHOUSE
W
N -1
-B -0
ROOF DEMOLITION PLAN
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:16 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -1
.D
G N .d g n
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
F L
O W
F L
O W
GA B C D E F H I J K L M
N
NORTH
PROJECT060' 60'
SCALE: 1"= 60'
DOWNSTREAM POOL
COLUMBIA RIVER
UPSTREAM POOL
COLUMBIA RIVER
Z A
N G
E R
Z A
N G
E R
GENERAL NOTES: KEY NOTES:
A R
C H
IT
E C
T U
R A
L
O
F K
E Y P
L A
N
ERECTION BAY BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 SERVICE BAY
BRIDGE
A-401
SHEET
BAY
SERVICE
SHEET A-402
BAYS 12 AND 11
SHEET A-403
BAYS 14 AND 13
SHEET A-404
BAYS 16 AND 15
SHEET A-405
BAYS 18 AND 17
SHEET A-406
ERECTION BAY
SHEET A-407
AND BRIDGE
VFOB
VFOB
F
IS
H L
A D
D E
R
M A
IN
A
C C E S S R
O A D F
IS
H L
A D
D E
R
M A
IN
A
C C E S S R
O A D
EL 55.0'
TAILRACE DECK
EL 55.0'
TAILRACE DECK
INTAKE DECK EL 90.0'
2 1 3
4 4
965'-0" BPH2
80'-0" "2 1111'-2 149'-0" 94'-0" 94'-0" 94'-0" 94'-0" 94'-0" 94'-0" 94'-0" 94'-0" 64'-0"
JOINT LOCATIONS
SEE SHEET A-102 FOR ROOF FIRESTOPPING AND SEALANT 6.
THE INTAKE DECK SIDE OF BPH2
GANTRY CRANE BUS, RUNS THE FULL LENGTH OF
TRANSMISSION LINES
SPARE TRANSFORMER VAULT BELOW
TRANSFORMER VAULT BELOW, T-12
TRANSFORMER VAULT BELOW, T-11
OPTIONAL BID ITEMS
/0
/2
3,520 SFVFOB:
1,170 SF BRIDGE:
96,876 SFBPH2:
ROOF AREA SQUARE FOOTAGES:5.
30 PSFVFOB:
30 PSFBRIDGE:
50 PSFBPH2:
MAX ALLOWABLE ROOF LIVE LOADS:4.
SEE SHEET AD101 FOR INFORMATION RELATING TO DEMOLITION.3.
(TRANSMISSION LINES AND THE CRANE BUS).
SEE SHEET GC101 FOR INFORMATION RELATING TO ELECTRICAL HAZARDS 2.
55.0'TAILRACE DECK ELEVATION:
90.0'INTAKE DECK ELEVATION:
131.0'PARAPET ELEVATION: 1.
GC101 FOR ADDITIONAL INFORMATION.
INDICATES ELECTRICAL HAZARD AREAS, SEE SHEET
LEGEND:
W
N -1
-B -0
ROOF KEY PLAN
A
GC201
B
GC202
C
GC202
D
GC202
A
GC202
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:25 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -1
.D
G N .d g n
A-102
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
GC D E F H I J K L M
N
NORTH
PROJECT060' 60'
SCALE: 1"= 60'
Z A
N G
E R
Z A
N G
E R
KEY NOTES:
A R
C H
IT
E C
T U
R A
L
ERECTION BAY BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 SERVICE BAY
LEGEND:
EXISTING ROOF DRAIN PENETRATION
OPENING IN STRUCTURE
PRECAST DOUBLE TEE ROOF GIRDER
2 2
BRIDGE
SHEET NOTES:
C
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A
BBBBBBB
BBBBBB
CC
C
C
C
C C C C C C
C
BA
AND SECTION 1 ON SHEET A-501
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT PERIMETER
AND SECTION 1 ON SHEET A-502
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT TEE FLANGE
AND SECTION 1 ON SHEET A-502
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT EXPANSION
PRECAST CONCRETE PARAPET WALL PANEL JOINTS
SHEET A-501 FOR POLYURETHANE SEALANT AT
SEE DETAIL 4 ON SHEET A-504 AND DETAIL 1 ON
A = BPH2 B = BRIDGE C = VOFB
PARAPET WALL PANEL JOINTS, SEE SHEET NOTE 11.
POLYURETHANE SEALANT AT PRECAST CONCRETE
OPTIONAL BID ITEMS
VOFB (C): 12 x 4'-0" = 48 LF [OPTIONAL BID ITEM]
BRIDGE (B): 13 x 4'-0" = 52 LF [OPTIONAL BID ITEM]
BPH2 (A):103 x 4'-0" = 412 LF
CONCRETE PARAPET WALL PANEL JOINTS:
POLYURETHANE SEALANT QUANTITIES AT PRECAST 9.
ROOF DRAINS.
PENETRATIONS, HATCHES, VENTILATORS, SCUTTLES,
LOCATIONS SUCH AS: PIPE & CONDUIT
INDICATED, AND IS NOT REQUIRED AT OTHER
FIRESTOPPING IS REQUIRED AT LOCATIONS 8.
= 1,985 LF PERIMETER JOINTS:
91 x 99'-6" = 9,055 LF TEE FLANGE JOINTS:
11 x 99'-6" = 1,095 LF EXPANSION JOINTS:
WATERPROOF FIRESTOPPING QUANTITIES7.
3,520 SF VFOB:
1,170 SF BRIDGE:
96,876 SF POWERHOUSE:
ROOF AREA SQUARE FOOTAGES:6.
B
K E
Y P
L A
N R
O O
F F
IR
E S
T O
P P
IN
G J
O
IN
T S
E A
L A
N T
12 x 4'-0" = 48 LF [OPTIONAL BID ITEM] VOFB (C):
13 x 4'-0" = 55 LF [OPTIONAL BID ITEM] BRIDGE (B):
103 x 4'-0" = 409 LF BPH2 (A):
CONCRETE PARAPET WALL PANEL JOINTS:
POLYURETHANE SEALANT QUANTITIES AT PRECAST 10.
30 PSFVOFB:
30 PSFBRIDGE:
50 PSFPOWERHOUSE:
FOLLOWS:
MAXIMUM ALLOWABLE LIVELOAD AS 5.
RELATING TO DEMOLITION.
SEE SHEET AD101 FOR INFORMATION 4.
AND THE CRANE BUS).
CLEARANCES (TRANSMISSION LINES
RELATING TO ELECTRICAL
SEE SHEET GC101 FOR INFORMATION 3.
55.0'TAILRACE DECK ELEVATION:
90.0'INTAKE DECK ELEVATION:
131.0'PARAPET ELEVATION: 2.
OVERHEAD LINES.
CONSULT EM 385-1-1 FOR WORK NEAR 1.
VFOB
/0
/2
NO FIRESTOPPING REQUIRED
CAST IN PLACE ROOF STRUCTURE,
GC101 FOR ADDITIONAL INFORMATION.
INDICATES ELECTRICAL HAZARD AREAS, SEE SHEET
FIRESTOPPING REQUIRED
CAST IN PLACE ROOF STRUCTURE, NO
SHEET GC101
HIGH VOLTAGE TRANSMISSION LINES, SEE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
W
N -1
-B -0
FIRESTOPPING & SEALANT JOINT PLAN
A-409
A A-410
A A-411
HAZARDS (TRANSMISSION LINES AND THE CRANE BUS).
SEE SHEET GC101 FOR INFORMATION RELATING TO ELECTRICAL 3.
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:30 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-401
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
N
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
L
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
V
M
LEGEND:
V
H
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
GENERAL NOTES: KEY NOTES:
S E
R V
IC
E B
A Y
14'-0"26'-2"
H
9'-8"
V
64'-0" SERVICE BAY
5' 0 5' 10'
"= 1'-0"8
1SCALE:
SB1314 12 1115161718EBB
V
EMERGENCY SIREN
AREA SHOWN
KEY PLAN
NOT IN USE
RESTRICTIONS IN THIS AREA
CLEARANCE ZONES, SEE SHEET GC101 FOR
NOT IN USE
NOT IN USE
NOT IN USE
TYPICAL DETAIL 4, SHEET A-503
EXISTING ROOF MOUNTED HATCH TO REMAIN, SIM TO
WALK PADS ADHERED TO THE EPDM MEMBRANE
/0
/2
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-502.
REPLACE EXISTING EXPANSION JOINT COVER
NOT IN USE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
SEE E-101 AND PHOTO 21 & 22 ON SHEET A-906
COMMUNICATIONS AND ELECTRICAL EQUIPMENT,
W
N -1
-B -0
A-501
ENLARGED ROOF PLAN
SERVICE BAY
A-408
A-906
A-906
A-906
A-906
A-502
CLEARANCES (TRANSMISSION LINES AND THE CRANE BUS).
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:35 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-402
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
J K
4 4
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
Y S
A
N D
V V
L
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
23'-6"47'-0" 23'-6"47'-0"
94'-0" BAY 1194'-0" BAY 12
N5' 0 5' 10'
"= 1'-0"8
1SCALE:
SB1112131415161718EBB
V
KEY NOTES:
AREA SHOWN
KEY PLAN
LEGEND: GENERAL NOTES:
TYP
T Y
P
T Y
P
/0
/2
V
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
WALK PADS ADHERED TO THE EPDM MEMBRANE
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-502.
REPLACE EXISTING EXPANSION JOINT COVER
NOT IN USE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
NOT IN USE
SHEET A-503 AND SPECIFICATION SECTION 07 72 00
PERMANENT WARNING LINE, INSTALL PER DETAIL 1 ON
RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101 FOR
NOT IN USE
NOT IN USE
W
N -1
-B -0
A-501
BAYS 11 AND 12
A-904
A-904
A-501
A-502
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:41 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-403
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
H I
4 4
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
Y S
A
N D
V V
J
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
KEY NOTES:
23'-6"47'-0"
94'-0" BAY 14 94'-0" BAY 13
/2
/2
/2
N5' 0 5' 10'
"= 1'-0"8
1SCALE:
1314 12 11SB15161718EBB
V
AREA SHOWN
KEY PLAN
TYPE II
CURB
TYPE I
CURB
TYPE I
CURB
LEGEND: GENERAL NOTES:
TYPICAL
TYP
T Y
PT
Y
P
/0
/2
V
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
WALK PADS ADHERED TO THE EPDM MEMBRANE
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
20'-0"R
15'-0" MAX, TYPICAL
F
IE
L D V
E R
IF
Y
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-502.
REPLACE EXISTING EXPANSION JOINT COVER
NOT IN USE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
NOT IN USE
SHEET A-503 AND SPECIFICATION SECTION 07 72 00
PERMANENT WARNING LINE, INSTALL PER DETAIL 1 ON
RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101 FOR
GROUNDING MAST, SEE DETAIL 3 ON SHEET A-504
HIGH VOLTAGE TRANSMISSION LINES
SHEET A-504
GUY WIRE CURB TYPES I & II, SEE DETAILS 1 & 2 ON
W
N -1
-B -0
BAYS 13 AND 14
A-904
A-905
A-905
A-905
A-501
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:46 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-404
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
F G
4 4
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
Y S
A
N D
V V
H
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
47'-0" 23'-6"
94'-0" BAY 1594'-0" BAY 16
23'-6"47'-0"
N5' 0 5' 10'
"= 1'-0"8
1SCALE:
1314 12 11SB15161718EBB
V
AREA SHOWN
KEY PLAN
TYPE II
CURB
TYPE I
CURB
TYPE I
CURB
LEGEND: GENERAL NOTES:
TYPICAL
TYP
T Y
P
T Y
P
/0
/2
V
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
WALK PADS ADHERED TO THE EPDM MEMBRANE
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
20'-0"R
15'-0" MAX, TYPICAL
F
IE
L D V
E R
IF
Y
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-502.
REPLACE EXISTING EXPANSION JOINT COVER
NOT IN USE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
NOT IN USE
SHEET A-503 AND SPECIFICATION SECTION 07 72 00
PERMANENT WARNING LINE , INSTALL PER DETAIL 1 ON
RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101 FOR
GROUNDING MAST, SEE DETAIL 3 ON SHEET A-504
HIGH VOLTAGE TRANSMISSION LINES
SHEET A-504
GUY WIRE CURB TYPES I & II, SEE DETAILS 1 & 2 ON
N -1
-B -0
A-501
BAYS 15 AND 16
A-905
A-905
A-905
A-904
A-501
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:52 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-405
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
D E
4 4
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
Y S
A
N D
V V
F
94'-0" BAY 1794'-0" BAY 18
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
23'-6"47'-0" 23'-6"47'-0"
N5' 0 5' 10'
"= 1'-0"8
1SCALE:
1314 12 11SB15161718EBB
V
AREA SHOWN
KEY PLAN
LEGEND: GENERAL NOTES:
TYP
T Y
P
T Y
P
/0
/2
V
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
WALK PADS ADHERED TO THE EPDM MEMBRANE
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-502.
REPLACE EXISTING EXPANSION JOINT COVER
NOT IN USE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
NOT IN USE
SHEET A-503 AND SPECIFICATION SECTION 07 72 00
PERMANENT WARNING LINE, INSTALL PER DETAIL 1 ON
RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101 FOR
NOT IN USE
NOT IN USE
NOT IN USE
W
N -1
-B -0
BAYS 17 AND 18
A-904
SIM
A-501
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:35:57 AM
D R
A W
N B
Y
C H
E C
K E
D B
Y
T Y
P
TYP
T Y
P
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-406
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
C D
H
H
V
S
6"6
5'-0" 5'-3"
1'-6"
4 4
25'-6"
47'-5" 23'-6"
E R
E C
T
IO
N B
A Y
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
149'-0" ERECTION BAY
N5' 0 5' 10'
"= 1'-0"8
1SCALE:
1314 12 11SB15161718EBB
V
AREA SHOWN
KEY PLAN
3'-0"
LEGEND:
V
H
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
GENERAL NOTES:
TYPICAL DETAIL 4, SHEET A-503
EXISTING ROOF MOUNTED HATCH TO REMAIN, SIM TO
WALK PADS ADHERED TO THE EPDM MEMBRANE
BID ITEMS
OPTIONAL
S
/0
/2
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
E
A-503, DETAIL 1 ON A-508, AND SPECIFICATION SECTION 07 72 00
PROVIDE ROOF ACCESS HATCH TYPES E AND S. SEE DETAIL 4 ON
NOT IN USE
RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101 FOR
NOT IN USE
NOT IN USE
NOT IN USE
E
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-502.
REPLACE EXISTING EXPANSION JOINT COVER
WATER, 2% SLOPE MINIMUM.
PROVIDE CRICKET TO REDIRECT SURFACE
SEE SHEET GC101
480-V INTAKE DECK GANTRY CRANE BUS,
N -1
-B -0
A-501
ERECTION BAY
A-408
A-408
A-903
A-903
A-903
A-902
A-902
A-902
A-902
A-904
A-903
A-506
A-506
A-507
A-501
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:36:03 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-407
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
A B
C
2.1
V F
O B A
N D B
R
ID
G E
E N
L A
R G
E D R
O O
F P
L A
N
111'-2" BRIDGE80'-0" VFOB
13'-8" 26'-4" 26'-4"
KEY NOTES:
6 6 6
H
H
C O
N T
IN
U A
T
IO
N
A -4
F
E S
H E
N5' 0 5' 10'
"= 1'-0"8
1SCALE:
1314 12 11SB15161718EBB
V
AREA SHOWN
KEY PLAN
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
22'-10" 45'-6" "4 345'-5 2'-8"
LEGEND: GENERAL NOTES:
OPTIONAL BID ITEMS
T Y
P
T Y
P
T Y
P
/0
/2
V
H
SEE TYPICAL DETAIL 3, SHEET A-501
EXISTING ROOF DRAIN AND DRAINAGE SUMP,
SEE TYPICAL DETAIL 3, SHEET A-503
EXISTING PLUMBING VENT TO REMAIN,
SEE TYPICAL DETAIL 2, SHEET A-503
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN,
TYPICAL DETAIL 4, SHEET A-503
EXISTING ROOF MOUNTED HATCH TO REMAIN, SIM TO
WALK PADS ADHERED TO THE EPDM MEMBRANE
SHALL BE 2%, PROVIDE CRICKETING AS SHOWN
ARROW INDICATES DIRECTION OF ROOF SLOPE; ALL SLOPES
21'-0"10'-8"48'-4"
V
NOT IN USE
SCUPPER, TYPICAL
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
WITH CURB, SEE DETAIL 1 ON SHEET A-507.
REPLACE EXISTING EXPANSION JOINT COVER
NOT IN USE
NOT IN USE
NOT IN USE
W
N -1
-B -0
VFOB AND BRIDGE
A-408
A-907
A-908
A-908
A-908
A-908
A-907
A-907
A-506
A-506
A-506
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:36:13 AM
D R
A W
N B
Y
C H
E C
K E
D B
Y
M
IN
M
IN
M
IN
SIM
M
IN
STEEL BEAM LOCATIONS
10'-0" +/- FIELD VERIFY
F
IE
L D V
E R
IF
Y
SIM
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-408
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
LEGEND:
H
GENERAL NOTES: KEY NOTES:
N
1314 12 11SB15161718EBB
V
KEY PLAN
P E
N T
H O
U S
E S
12"0 5'
"= 1'-0"4
1SCALE:
N12"0 5'
"= 1'-0"4
1SCALE:
N12"0 5'
"= 1'-0"4
1SCALE:
N12"0 5'
"= 1'-0"4
1SCALE:
H
H
H
H
5 5
4 AREAS SHOWN
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
TYPICAL DETAIL 4, SHEET A-503
EXISTING ROOF MOUNTED HATCH TO REMAIN, SIM TO
WALK PADS ADHERED TO THE EPDM MEMBRANE
127.5' TOC
130.0' TOS
127.5' TOC
131.0' TOC
131.0' TOC
130.75' TOS
130.0' TOS
131.0' TOC
DECK
METAL
TOP OF
127.5'
" 4
E N
L A
R G
E D R
O O
F P
L A
N S
E C
T
IO
N S
OPTIONAL BID ITEMS
OPTIONAL BID ITEMS
NOT IN USE
STRUCTURAL
METAL STUDS AND STEEL DECKING, SEE
STEEL BRIDGE GIRDER
PRECAST CONCRETE FACIA PANEL
BLOCK, ADHERE TO WALKPAD
REPLACE EXISTING PRECAST CONCRETE SPLASH
8 0 /0
/2
ALL SLOPES SHALL BE 2%, PROVIDE CRICKETS
ARROW INDICATES DIRECTION OF ROOF SLOPE.
MINIMUM
PROVIDE DRAINAGE SCHEME AS SHOWN, SLOPES SHALL BE 2% 5.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 4.
SEE SHEET A-406 FOR BOUNDARY OF OPTIONAL WORK AT THE BRIDGE6.
CLEARANCES (TRANSMISSION LINES AND THE CRANE BUS).
SEE SHEET GC101 FOR INFORMATION RELATING TO ELECTRICAL 3.
55.0' TAILRACE DECK ELEVATION:
90.0' INTAKE DECK ELEVATION:
127.5'TOP OF STRUCTURAL ROOF DECK:
131.0'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
SEE DETAIL 4 ON SHEET A-505
SINGLE POINT FALL PROTECTION ANCHOR
NOT IN USE
SEE SHEET S-101.
GUARDRAIL ON PARAPET, TYPICAL
NOT IN USE
WATER, 2% SLOPE MINIMUM.
PROVIDE CRICKET TO REDIRECT SURFACE
NOT IN USE
SEE SHEET E-101, A-902, & A-906
COMMUNICATIONS EQUIPMENT,
E
AND SPECIFICATION SECTION 07 72 00
PROVIDE ROOF ACCESS HATCH TYPE E. SEE DETAIL 1 ON A-508,
E
127.5' TOC
12"0 5'
"= 1'-0"4
1SCALE:
W
N -1
-B -0
SERVICE BAY PENTHOUSE
ERECTION BAY PENTHOUSE
A-407
VFOB PENTHOUSE
BRIDGE PENTHOUSE
B
E
PENTHOUSE @ BRIDGE
SECTION
PENTHOUSE @ SERVICE BAY
PENTHOUSE @ ERECTION BAY
C
PENTHOUSE @ VFOB
A-505
A-505
A-505
A-505
1 A-505
A-505
A
A-506
A-507
A-508
A-507
PENTHOUSE @ VFOB
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:36:19 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-409
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
SB1314 12 1115161718EBB
V
AREA SHOWN
KEY PLAN
LEGEND:
EXISTING ROOF DRAIN PENETRATION
OPENING IN STRUCTURE
PRECAST DOUBLE TEE ROOF GIRDER
30 PSFVOFB:
30 PSFBRIDGE:
50 PSFPOWERHOUSE:
FOLLOWS:
MAXIMUM ALLOWABLE LIVELOAD AS 5.
RELATING DEMOLITION.
SEE SHEET AD101 FOR INFORMATION 4.
AND THE CRANE BUS).
CLEARANCES (TRANSMISSION LINES
RELATING TO ELECTRICAL
SEE SHEET GC101 FOR INFORMATION 3.
55.0'TAILRACE DECK ELEVATION:
90.0'INTAKE DECK ELEVATION:
131.0'PARAPET ELEVATION: 2.
OVERHEAD LINES.
CONSULT EM 385-1-1 FOR WORK NEAR 1.
SHEET NOTES:
CBA
AND SECTION 1 ON SHEET A-501
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT PERIMETER
AND SECTION 1 ON SHEET A-502
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT TEE FLANGE
AND SECTION 1 ON SHEET A-502
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT EXPANSION
PRECAST CONCRETE PARAPET WALL PANEL JOINTS
SHEET A-501 FOR POLYURETHANE SEALANT AT
SEE DETAIL 4 ON SHEET A-504 AND DETAIL 1 ON
A = BPH2 B = BRIDGE C = VOFB
PARAPET WALL PANEL JOINTS, SEE SHEET NOTE 11.
POLYURETHANE SEALANT AT PRECAST CONCRETE
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A AA A
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A AA A
MLKJIH
BAY 14 BAY 13 BAY 12 BAY 11 SERVICE BAY
N
NORTH
PROJECT5' 0 10' 20' 30'
"= 1'-0"16
1SCALE:
KEY NOTES:
R O
O F F
IR
E S
T O
P P
IN
G J
O
IN
T S
E A
L A
N T
/0
/2
WALL PANEL JOINTS
QUANTITIES AT PRECAST CONCRETE PARAPET
10. SEE SHEET A-102 FOR POLYURETHANE SEALANT
WALL PANEL JOINTS.
QUANTITIES AT PRECAST CONCRETE PARAPET
SEE SHEET A-102 FOR POLYURETHANE SEALANT 9.
SCUTTLES, ROOF DRAINS.
PENETRATIONS, HATCHES, VENTILATORS,
LOCATIONS SUCH AS: PIPE & CONDUIT
INDICATED, AND IS NOT REQUIRED AT OTHER
FIRESTOPPING IS REQUIRED AT LOCATIONS 8.
QUANTITIES.
SEE SHEET A-102 FOR WATERPROOF FIRESTOPPING 7.
3,520 SF VFOB:
1,170 SF BRIDGE:
96,876 SF POWERHOUSE:
ROOF AREA SQUARE FOOTAGES:6.
FOR RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101
NOT IN USE
NOT IN USE
N -1
-B -0
ENLARGED FIRESTOPPING & JOINT SEALANT PLAN
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:36:25 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-410
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
SB1314 12 1115161718EBB
V
AREA SHOWN
KEY PLAN
LEGEND:
EXISTING ROOF DRAIN PENETRATION
OPENING IN STRUCTURE
PRECAST DOUBLE TEE ROOF GIRDER
SHEET NOTES:
CBA
AND SECTION 1 ON SHEET A-501
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT PERIMETER
AND SECTION 1 ON SHEET A-502
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT TEE FLANGE
AND SECTION 1 ON SHEET A-502
JOINTS, SEE SHEET NOTE 7 FOR QUANTITIES
WATERPROOF FIRESTOPPING AT EXPANSION
PRECAST CONCRETE PARAPET WALL PANEL JOINTS
SHEET A-501 FOR POLYURETHANE SEALANT AT
SEE DETAIL 4 ON SHEET A-504 AND DETAIL 1 ON
A = BPH2 B = BRIDGE C = VOFB
PARAPET WALL PANEL JOINTS, SEE SHEET NOTE 11.
POLYURETHANE SEALANT AT PRECAST CONCRETE
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A
A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A
HGFED
R O
O F F
IR
E S
T O
P P
IN
G J
O
IN
T S
E A
L A
N T
BAY 15BAY 16BAY 17BAY 18
NORTH
PROJECT5' 0 10' 20' 30'
"= 1'-0"16
1SCALE:
N
30 PSFVOFB:
30 PSFBRIDGE:
50 PSFPOWERHOUSE:
FOLLOWS:
MAXIMUM ALLOWABLE LIVELOAD AS 5.
RELATING DEMOLITION.
SEE SHEET AD101 FOR INFORMATION 4.
AND THE CRANE BUS).
CLEARANCES (TRANSMISSION LINES
RELATING TO ELECTRICAL
SEE SHEET GC101 FOR INFORMATION 3.
55.0'TAILRACE DECK ELEVATION:
90.0'INTAKE DECK ELEVATION:
131.0'PARAPET ELEVATION: 2.
OVERHEAD LINES.
CONSULT EM 385-1-1 FOR WORK NEAR 1.
WALL PANEL JOINTS
QUANTITIES AT PRECAST CONCRETE PARAPET
10. SEE SHEET A-102 FOR POLYURETHANE SEALANT
PARAPET WALL PANEL JOINTS.
SEALANT QUANTITIES AT PRECAST CONCRETE
SEE SHEET A-102 FOR POLYURETHANE 9.
SCUTTLES, ROOF DRAINS.
PENETRATIONS, HATCHES, VENTILATORS,
LOCATIONS SUCH AS: PIPE & CONDUIT
INDICATED, AND IS NOT REQUIRED AT OTHER
FIRESTOPPING IS REQUIRED AT LOCATIONS 8.
FIRESTOPPING QUANTITIES.
SEE SHEET A-102 FOR WATERPROOF 7.
3,520 SF VFOB:
1,170 SF BRIDGE:
96,876 SF POWERHOUSE:
ROOF AREA SQUARE FOOTAGES:6.
AA
KEY NOTES:
/0
/2
FOR RESTRICTIONS IN THIS AREA
ELECTRICAL HAZARD AREAS, SEE SHEET GC101
FIRESTOPPING REQUIRED
CAST IN PLACE ROOF STRUCTURE, NO
NOT IN USE
N -1
-B -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
SHEET OF
/5 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 1/5/2017 9:36:33 AM
D R
A W
N B
Y
C H
E C
K E
D B
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.D
G N .d g n
A-411
O F R
E P
L A
C E
M E
N T
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
D A
N
IE
L L E F
IC
H E
R A P
E
A N
S I
D
Z A
K
Z A
N G
E R
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
E N
L A
R G
E D R
O O
F P
L A
N
SB1314 12 1115161718EBB
V
AREA SHOWN
KEY PLAN
LEGEND:
EXISTING ROOF DRAIN PENETRATION
OPENING IN STRUCTURE
PRECAST DOUBLE TEE ROOF GIRDER
SHEET NOTES:
CBA
A…
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