LRDR_CP3_AM01_Drawings.pdf

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CP 3 VOLUME 1.1 DRAWING INDEX (CONTINUED)

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G-901002C DRAWING INDEX Yes

G-901003C DRAWING INDEX Yes

G-901004C DRAWING INDEX Yes

G-901005C DRAWING INDEX Yes

G-901006C DRAWING INDEX Yes

G-901007C DRAWING INDEX Yes

C-100001C CIVIL LEGEND AND ABBREVIATIONS Yes

C-100101C CIVIL SITE PLAN Yes

S-901526C LUBE OIL ROOM DETAILS Yes

S-901527C LUBE OIL ROOM DETAILS Yes

S-901530C LINK SECTIONS AND DETAILS Yes

S-901531C LINK SECTIONS AND DETAILS Yes

S-901532C LINK SECTIONS AND DETAILS Yes

S-901533C LINK SECTIONS AND DETAILS Yes

S-901534C LINK SECTIONS AND DETAILS Yes

S-901535C LINK SECTIONS AND DETAILS Yes

S-901536C LINK SECTIONS AND DETAILS Yes

S-901540C DAY TANK ROOM SECTIONS AND DETAILS Yes

S-901550C EXHAUST TOWER PLANS, SECTIONS AND DETAILS Yes

S-901551C EXHAUST TOWER PLANS, SECTIONS AND DETAILS Yes

S-901552C EXHAUST TOWER PLANS, SECTIONS AND DETAILS Yes

S-901560C HEMP SECTIONS AND DETAILS Yes

S-901561C HEMP SECTIONS AND DETAILS Yes

S-901570C BALLISTIC WALL SECTION AND DETAILS Yes

S-901601C COLUMN SCHEDULE Yes

S-901602C ANCHOR ROD SCHEDULE Yes

S-901700C MAIN FLOOR COMPOSITE DUCT/PIPE SUPPORT PLAN Yes

S-901701C MAIN FLOOR DUCT/PIPE SUPPORT PLAN – AREA A Yes

S-901702C MAIN FLOOR DUCT/PIPE SUPPORT PLAN – AREA B Yes

S-901703C MAIN FLOOR DUCT/PIPE SUPPORT PLAN – AREA C Yes

S-901704C MAIN FLOOR DUCT/PIPE SUPPORT PLAN – AREA D Yes

S-901705C PIPE SUPPORT PLAN AREA C - DGE Yes

S-901706C PIPE SUPPORT PLAN AREA D - DGE Yes

S-901707C PIPE SUPPORT PLAN AREA A - HYDRONIC WATER COOLING Yes

S-901708C PIPE SUPPORT PLAN AREA B - HYDRONIC WATER COOLING Yes

S-901709C PIPE SUPPORT PLAN AREA C - HYDRONIC WATER COOLING Yes

S-901710C PIPE SUPPORT PLAN AREA D - HYDRONIC WATER COOLING Yes

S-901711C PIPE SUPPORT PLAN AREA A - COMPRESSED AIR & FUEL OIL Yes

S-901712C PIPE SUPPORT PLAN AREA B - COMPRESSED AIR & FUEL OIL Yes

S-901713C PIPE SUPPORT PLAN AREA C - COMPRESSED AIR & FUEL OIL Yes

S-901714C PIPE SUPPORT PLAN AREA D - COMPRESSED AIR & FUEL OIL Yes

S-901715C PIPE SUPPORT PLAN AREA C - ENGINE COOLANT Yes

S-901716C PIPE SUPPORT PLAN AREA D - ENGINE COOLANT Yes

S-901717C PIPE SUPPORT PLAN AREA A - HYDRONIC WATER HEATING Yes

S-901718C PIPE SUPPORT PLAN AREA B - HYDRONIC WATER HEATING Yes

S-901719C PIPE SUPPORT PLAN AREA C - HYDRONIC WATER HEATING Yes

S-901720C PIPE SUPPORT PLAN AREA D - HYDRONIC WATER HEATING Yes

S-901721C PIPE SUPPORT ENLARGED PLAN - POTABLE WATER Yes

S-901722C PIPE SUPPORT ENLARGED PLAN - INDUSTRIAL WATER Yes

S-901723C PIPE SUPPORT ENLARGED PLAN - EXTERIOR JACKET WATER Yes

S-901725C DUCT SUPPORT PLAN ENLARGED PLAN Yes

S-901726C DUCT SUPPORT PLAN ENLARGED PLAN Yes

S-901728C ATTIC FLOOR COMPOSITE PIPE SUPPORT PLAN Yes

S-901729C ATTIC FLOOR PIPE SUPPORT PLAN – AREA A - ROOF DRAINS Yes

S-901730C ATTIC FLOOR PIPE SUPPORT PLAN – AREA B - ROOF DRAINS Yes

S-901731C ATTIC FLOOR PIPE SUPPORT PLAN – AREA C - ROOF DRAINS Yes

S-901732C ATTIC FLOOR PIPE SUPPORT PLAN – AREA D - ROOF DRAINS Yes

S-901734C PIPE SUPPORT SCHEDULE - CONTRACTOR INTERFACE Yes

S-901735C PIPE SUPPORT SCHEDULE - POTABLE WATER Yes

S-901736C PIPE SUPPORT SCHEDULE - POTABLE WATER & INDUSTRIAL WATER Yes

S-901738C PIPE SUPPORT SCHEDULE - ROOF DRAINS Yes

S-901739C PIPE SUPPORT SCHEDULE - ROOF DRAINS Yes

S-901740C PIPE SUPPORT SCHEDULE - DIESEL GENERATOR EXHAUST Yes

S-901741C PIPE SUPPORT SCHEDULE - ENGINE COOLANT Yes

S-901742C PIPE SUPPORT SCHEDULE - ENGINE COOLANT Yes

S-901743C PIPE SUPPORT SCHEDULE - COMPRESSED AIR Yes

S-901744C PIPE SUPPORT SCHEDULE - COMPRESSED AIR & FUEL OIL Yes

S-901745C PIPE SUPPORT SCHEDULE - FUEL OIL Yes

S-901746C PIPE SUPPORT SCHEDULE - EXTERIOR JACKET WATER Yes

S-901747C PIPE SUPPORT SCHEDULE - HYDRONIC WATER COOLING Yes

S-901748C PIPE SUPPORT SCHEDULE - HYDRONIC WATER HEATING Yes

S-901749C PIPE SUPPORT SCHEDULE - HYDRONIC WATER HEATING Yes

S-901750C PIPE SUPPORT SCHEDULE - HYDRONIC WATER HEATING Yes

S-901751C SEISMIC BRACE DETAILS - PENDANT LIGHTING Yes

S-901752C SEISMIC BRACE DETAILS - PENDANT LIGHTING Yes

S-901753C SEISMIC BRACE DETAILS - CONDUIT SUPPORTS Yes

S-901755C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901756C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901758C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901759C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901761C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901762C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901763C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901764C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901765C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901766C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901001C STRUCTURAL GENERAL NOTES Yes

S-901002C STRUCTURAL GENERAL NOTES AND ABBREVIATIONS Yes

S-901003C ROOF PRESSURE Yes

S-901100C FOUNDATION PLAN - COMPOSITE Yes

S-901101C FOUNDATION PLAN - AREA A Yes

S-901102C FOUNDATION PLAN - AREA B Yes

S-901103C FOUNDATION PLAN - AREA C Yes

S-901104C FOUNDATION PLAN - AREA D Yes

S-901110C FLOOR PLAN - COMPOSITE Yes

S-901111C FLOOR PLAN - AREA A Yes

S-901112C FLOOR PLAN - AREA B Yes

S-901113C FLOOR PLAN - AREA C Yes

S-901114C FLOOR PLAN - AREA D Yes

S-901130C ATTIC FRAMING PLAN - COMPOSITE Yes

S-901131C ATTIC FRAMING PLAN - AREA A Yes

S-901132C ATTIC FRAMING PLAN - AREA B Yes

S-901133C ATTIC FRAMING PLAN - AREA C Yes

S-901134C ATTIC FRAMING PLAN - AREA D Yes

S-901140C ROOF FRAMING PLAN - COMPOSITE Yes

S-901141C ROOF FRAMING PLAN - AREA A Yes

S-901142C ROOF FRAMING PLAN - AREA B Yes

S-901143C ROOF FRAMING PLAN - AREA C Yes

S-901144C ROOF FRAMING PLAN - AREA D Yes

S-901201C FRAMING ELEVATIONS Yes

S-901202C FRAMING ELEVATIONS Yes

S-901203C FRAMING ELEVATIONS Yes

S-901204C FRAMING ELEVATIONS Yes

S-901205C FRAMING ELEVATIONS Yes

S-901206C FRAMING ELEVATIONS Yes

S-901207C FRAMING ELEVATIONS Yes

S-901208C FRAMING ELEVATIONS Yes

S-901209C FRAMING ELEVATIONS Yes

S-901210C FRAMING ELEVATIONS Yes

S-901211C FRAMING ELEVATIONS Yes

S-901212C FRAMING ELEVATIONS Yes

S-901213C FRAMING ELEVATIONS Yes

S-901214C FRAMING ELEVATIONS Yes

S-901215C FRAMING ELEVATIONS Yes

S-901216C GIRT ELEVATIONS Yes

S-901217C GIRT ELEVATIONS Yes

S-901218C GIRT ELEVATIONS Yes

S-901219C GIRT ELEVATIONS Yes

S-901300C BUILDING CROSS SECTION Yes

S-901301C BUILDING CROSS SECTION Yes

S-901400C STRUCTURAL ENLARGED PLANS Yes

S-901401C STRUCTURAL ENLARGED PLANS Yes

S-901402C ENLARGED PLANS - DAYTANK ROOM Yes

S-901403C ENLARGED PLANS Yes

S-901404C ENLARGED PLANS - FLOOR ACCESS VAULTS Yes

S-901405C ENLARGED PLANS - LUBE OIL ROOM Yes

S-901500C TYPICAL FOUNDATION AND CONCRETE DETAILS Yes

S-901501C STANDARD STEEL SECTIONS AND DETAILS Yes

S-901502C STANDARD CONCRETE SECTIONS AND DETAILS Yes

S-901503C STANDARD CMU DETAILS Yes

S-901504C TYPICAL FOUNDATION AND CONCRETE DETAILS Yes

S-901510C FOUNDATION SECTIONS AND DETAILS Yes

S-901511C FOUNDATION SECTIONS AND DETAILS Yes

S-901512C CONCRETE SECTIONS AND DETAILS Yes

S-901513C CONCRETE SECTIONS AND DETAILS Yes

S-901515C CONCRETE SECTIONS AND DETAILS Yes

S-901520C STEEL SECTIONS AND DETAILS Yes

S-901521C BASEPLATE GUSSET SECTIONS AND DETAILS Yes

S-901522C BRACING CONNECTION DETAILS Yes

S-901523C BRACING CONNECTION DETAILS Yes

S-901524C BASEPLATE SECTIONS AND DETAILS Yes

S-901525C BASEPLATE SECTIONS AND DETAILS Yes

G-100002C GENERAL SITE AND VICINITY MAP Yes

G-100010C GENERAL, LEGEND & EQUIPMENT IDENTIFICATION Yes

G-100001.1C COVER SHEET Yes

CD100100C DEMO COMPREHENSIVE SITE PLAN Yes

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F-900601C FIRE ALARM / MASS NOTIFICATION SYSTEM MATRIX Yes

F-900603C FIRE ALARM / MASS NOTIFICATION SYSTEM MATRIX RISER DIAGRAM Yes

F-901101C MAIN LEVEL FIRE SPRINKLER SYSTEM ZONES Yes

F-901102C MAIN LEVEL FIRE SPRINKLER DESIGN CRITERION PLAN Yes

F-901400C FIRE PROTECTION ENLARGED PLAN AND ISOMETRIC Yes

FA901101C MAIN LEVEL FIRE ALARM PLAN A Yes

FA901102C MAIN LEVEL FIRE ALARM PLAN B Yes

FA901103C MAIN LEVEL FIRE ALARM PLAN C Yes

FA901104C MAIN LEVEL FIRE ALARM PLAN D Yes

P-901100C PLUMBING MAIN LEVEL PLAN Yes

P-901120C PLUMBING ATTIC LEVEL PLAN Yes

P-901160C PLUMBING ROOF PLAN Yes

P-901501C PLUMBING DETAILS - SHEET 1 Yes

P-901600C RISER DIAGRAM - PLUMBING SUPPLY, WASTE AND VENT - SHEET 1 Yes

P-901601C RISER DIAGRAM - PLUMBING SUPPLY, WASTE AND VENT - SHEET 2 Yes

P-901620C RISER DIAGRAM - WASTE AND VENT Yes

P-901621C RISER DIAGRAM - ROOF DRAIN Yes

P-901700C PLUMBING SCHEDULES - SHEET 1 Yes

A-901514C SECTION DETAILS Yes

A-901515C SECTION DETAILS Yes

A-901516C ROOF DETAILS Yes

A-901530C STAIR AND RAILING DETAILS Yes

A-901601C DOOR SCHEDULE, DOOR DETAILS, AND DOOR HARDWARE SCHEDULE Yes

A-901602C DOOR DETAILS Yes

A-901603C DOOR DETAILS Yes

A-901604C SNOWHOOD DETAILS Yes

A-901700C EXTERIOR AND INTERIOR FINISHES SCHEDULE Yes

A-901701C ROOM FINISH SCHEDULE Yes

A-901702C SIGNAGE SCHEDULE AND DETAILS Yes

A-901703C SIGNAGE PLAN Yes

A-901710C PARTITION TYPES Yes

A-901711C PARTITION DETAILS Yes

AD901100C MAIN FLOOR COMPOSITE PLAN - DEMO Yes

AD901101C MAIN FLOOR ENLARGED PLAN - DEMO Yes

A-901001C ABBREVIATIONS & SYMBOLS LEGEND Yes

A-901010C CODE COMPLIANCE PLAN MAIN FLOOR Yes

A-901012C CODE ANALYSIS Yes

A-901020C EQUIPMENT LAYOUT PLAN Yes

A-901100C MAIN FLOOR COMPOSITE PLAN Yes

A-901101C MAIN FLOOR PLAN 1 OF 4 Yes

A-901102C MAIN FLOOR PLAN 2 OF 4 Yes

A-901103C MAIN FLOOR PLAN 3 OF 4 Yes

A-901104C MAIN FLOOR PLAN 4 OF 4 Yes

A-901120C ATTIC FLOOR COMPOSITE PLAN Yes

A-901121C ATTIC FLOOR PLAN 1 OF 4 Yes

A-901122C ATTIC FLOOR PLAN 2 OF 4 Yes

A-901123C ATTIC FLOOR PLAN 3 OF 4 Yes

A-901124C ATTIC FLOOR PLAN 4 OF 4 Yes

A-901130C COMPOSITE REFLECTED CEILING PLAN Yes

A-901131C REFLECTED CEILING PLAN 1 OF 4 Yes

A-901132C REFLECTED CEILING PLAN 2 OF 4 Yes

A-901133C REFLECTED CEILING PLAN 3 OF 4 Yes

A-901134C REFLECTED CEILING PLAN 4 OF 4 Yes

A-901160C ROOF COMPOSITE PLAN Yes

A-901161C ROOF PLAN 1 OF 4 Yes

A-901162C ROOF PLAN 2 OF 4 Yes

A-901163C ROOF PLAN 3 OF 4 Yes

A-901164C ROOF PLAN 4 OF 4 Yes

A-901201C EAST AND WEST BUILDING ELEVATIONS Yes

A-901202C NORTH BUILDING ELEVATIONS Yes

A-901203C SOUTH BUILDING ELEVATIONS Yes

A-901204C SOUTH BUILDING ELEVATIONS W/BALLISTIC WALL Yes

A-901301C BUILDING SECTION Yes

A-901302C BUILDING SECTION Yes

A-901303C BUILDING SECTION Yes

A-901401C DAY TANK LADDER DETAILS Yes

A-901402C ATTIC LADDER AND HEMP HATCH DETAILS Yes

A-901403C ROOF HATCH AND LADDER DETAILS Yes

A-901404C LINK SECTION Yes

A-901405C LINK SECTION Yes

A-901406C CONTROL ROOM INTERIOR ELEVATION Yes

A-901407C FUEL STORAGE AREA PLAN AND SECTIONS Yes

A-901408C LINK LADDER PLAN AND SECTIONS Yes

A-901500C WALL SECTIONS Yes

A-901501C WALL SECTIONS Yes

A-901502C ENLARGED FLOOR PLAN AND WALL SECTIONS AT WEATHER VEST 109 Yes

A-901503C ENLARGED FLOOR PLAN AND WALL SECTIONS AT LUBE OIL AND WEATHER VEST 119 Yes

A-901504C ENLARGED FLOOR PLAN AND WALL SECTIONS AT ROOF DRAIN CHASE Yes

A-901510C PLAN DETAILS Yes

A-901511C PLAN DETAILS Yes

A-901512C SECTION DETAILS Yes

A-901513C SECTION DETAILS Yes

S-901768C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901769C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901770C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901771C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901772C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901773C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901774C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901775C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901776C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901777C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901778C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901779C SEISMIC BRACE & TYPICAL DUCT SUPPORT DETAILS Yes

S-901780C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901781C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901782C SEISMIC BRACE & TYPICAL PIPE SUPPORT DETAILS Yes

S-901790C SEISMIC BRACE & TYPICAL DUCT SUPPORT DETAILS Yes

S-901791C SEISMIC BRACE & TYPICAL DUCT SUPPORT DETAILS Yes

S-901792C SEISMIC BRACE & TYPICAL DUCT SUPPORT DETAILS Yes

S-901801C SUPPORT LOCATION PLAN MAIN LEVEL - AREA A Yes

S-901802C SUPPORT LOCATION PLAN MAIN LEVEL - AREA B Yes

S-901803C SUPPORT LOCATION PLAN MAIN LEVEL - AREA C Yes

S-901804C SUPPORT LOCATION PLAN MAIN LEVEL - AREA D Yes

S-901805C SUPPORT LOCATION PLAN ATTIC FLOOR - AREA A Yes

S-901806C SUPPORT LOCATION PLAN ATTIC FLOOR - AREA B Yes

S-901807C SUPPORT LOCATION PLAN ATTIC FLOOR - AREA C Yes

S-901808C SUPPORT LOCATION PLAN ATTIC FLOOR - AREA D Yes

S-901809C SUPPORT LOCATION PLAN ROOF LEVEL - AREA A Yes

S-901810C SUPPORT LOCATION PLAN ROOF LEVEL - AREA B Yes

S-901811C SUPPORT LOCATION PLAN ROOF LEVEL - AREA C Yes

S-901812C SUPPORT LOCATION PLAN ROOF LEVEL - AREA D Yes

M-901001C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 1 Yes

M-901002C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 2 Yes

M-901003C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 3 Yes

M-901004C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 4 Yes

M-901005C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 5 Yes

M-901006C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 6 Yes

M-901007C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 7 Yes

M-901008C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 8 Yes

M-901009C MECHANICAL, PLUMBING AND FIRE PROTECTION LEGEND, ABBREVIATIONS AND NOTES - SHEET 9 Yes

M-901100C MECHANICAL FLOOR PLAN Yes

M-901301C MECHANICAL SECTIONS - SHEET 1 Yes

M-901302C MECHANICAL SECTIONS - SHEET 2 Yes

M-901303C MECHANICAL SECTIONS - SHEET 3 Yes

M-901304C MECHANICAL SECTIONS - SHEET 4 Yes

M-901305C MECHANICAL SECTIONS - SHEET 5 Yes

M-901400C MECHANICAL ENLARGED PLANS - SHEET 1 Yes

M-901401C MECHANICAL ENLARGED PLANS - SHEET 2 Yes

M-901402C MECHANICAL ENLARGED PLANS - SHEET 3 Yes

M-901403C MECHANICAL ENLARGED PLANS - SHEET 4 Yes

M-901404C MECHANICAL ENLARGED PLANS - SHEET 5 Yes

M-901405C MECHANICAL ENLARGED PLANS - SHEET 6 Yes

M-901406C MECHANICAL ENLARGED PLANS - SHEET 7 Yes

M-901407C MECHANICAL ENLARGED PLANS - SHEET 8 Yes

M-901408C MECHANICAL ENLARGED PLANS - SHEET 9 Yes

M-901500C MECHANICAL DETAILS - SHEET 1 Yes

M-901600C FUEL OIL SYSTEM P&ID - SHEET 1 Yes

M-901601C FUEL OIL SYSTEM P&ID - SHEET 2 Yes

M-901602C FUEL OIL SYSTEM P&ID - SHEET 3 Yes

M-901603C FUEL OIL SYSTEM P&ID - SHEET 4 Yes

M-901610C LUBE OIL P&ID - SHEET 1 Yes

M-901611C LUBE OIL P&ID - SHEET 2 Yes

M-901612C LUBE OIL P&ID - SHEET 3 Yes

M-901620C ENGINE COOLANT P&ID - SHEET 1 Yes

M-901621C ENGINE COOLANT P&ID - SHEET 2 Yes

M-901622C ENGINE COOLANT P&ID - SHEET 3 Yes

M-901623C ENGINE COOLANT P&ID - SHEET 4 Yes

M-901640C COMPRESSED AIR P&ID - SHEET 1 Yes

M-901650C ENGINE EXHAUST P&ID - SHEET 1 Yes

M-901701C SCHEDULES - SHEET 1 Yes

M-901702C SCHEDULES - SHEET 2 Yes

M-901703C SCHEDULES - SHEET 3 Yes

M-901704C SCHEDULES - SHEET 4 Yes

M-901705C SCHEDULES - SHEET 5 Yes

MD100102C DEMOLISH MCF TEMPORARY FUEL TANK - ABOVE GROUND PLAN Yes

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

A W

IN

G

L

IS

T R

E V

IS

E

D

/1

B J M

1 1

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

R P

S O

F E

N G

IN

E

E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ E

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

E

O V

E R

L A

N D

P A

R K

K

S

.4 .2

B

V S

P C

J R

H

.0

.2

C O

N S

T R

U C

T

IO

N

P

A C

K A

G E

V O

L U

M E

N O

T F

O R

C O

N S

T R

U C

T

IO

N

/1

/2

:5 :5

P

M C

U s e rs

\m c k

\D o c u m e n ts

\C L R

L R

D R

L P

P E

-D M m c k

.r v t

AM#1 G-901004C

D R

A W

IN

G

I N

D E

X

L O

N G

R A

N G

E D

IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

A L W

B J M

B J M

W D

Y -1

-D

-0

C L R

L R

D R

G

-9 C

CP 3 VOLUME 1.1 DRAWING INDEX (CONTINUED)

SHEET

NUMBER SHEET NAME SUBMIT

MD900102C DEMOLITION MCF LEVEL 1 - MECHANICAL PIPING FLOOR PLAN ZONE B Yes

MD900104C DEMOLITION MCF LEVEL 1 - MECHANICAL PIPING FLOOR PLAN ZONE D Yes

MD907502C DEMOLISH SUBSTATION GENERATOR FUEL TANK Yes

MH901100C HVAC FLOOR PLAN Yes

MH901400C HVAC ENLARGED PLANS - SHEET 1 Yes

MH901401C HVAC ENLARGED PLANS - SHEET 2 Yes

MH901402C HVAC ENLARGED PLANS - SHEET 3 Yes

MH901403C HVAC ENLARGED PLANS - SHEET 4 Yes

MH901404C HVAC ENLARGED PLANS - SHEET 5 Yes

MH901405C HVAC ENLARGED PLANS - SHEET 6 Yes

MH901406C HVAC ENLARGED PLANS - SHEET 7 Yes

MH901500C HVAC DETAILS - SHEET 1 Yes

MH901600C AIR FLOW DIAGRAM - SHEET 1 Yes

MH901601C AIR FLOW DIAGRAM - SHEET 2 Yes

MH901602C AIR FLOW DIAGRAM - SHEET 3 Yes

MH901603C AIR FLOW DIAGRAM - SHEET 4 Yes

MH901604C AIR FLOW DIAGRAM - SHEET 5 Yes

MH901605C AIR FLOW DIAGRAM - SHEET 6 Yes

MH901606C AIR FLOW DIAGRAM - SHEET 7 Yes

MH901607C AIR FLOW DIAGRAM - SHEET 8 Yes

MH901608C AIR FLOW DIAGRAM - SHEET 9 Yes

MH901609C GAS MONITORING Yes

MH901630C BUILDING GLYCOL HEATING WATER P&ID - SHEET 1 Yes

MH901631C BUILDING GLYCOL HEATING WATER P&ID - SHEET 2 Yes

MH901632C BUILDING GLYCOL HEATING WATER P&ID - SHEET 3 Yes

MH901633C BUILDING GLYCOL HEATING WATER P&ID - SHEET 4 Yes

MH901634C BUILDING GLYCOL HEATING WATER P&ID - SHEET 5 Yes

MH901640C BUILDING GLYCOL CHILLED WATER P&ID - SHEET 1 Yes

MH901641C BUILDING GLYCOL CHILLED WATER P&ID - SHEET 2 Yes

MH901701C SCHEDULES - SHEET 1 Yes

MH901702C SCHEDULES - SHEET 2 Yes

MH901703C SCHEDULES - SHEET 3 Yes

MH901704C SCHEDULES - SHEET 4 Yes

MH901705C SCHEDULES - SHEET 5 Yes

MI900102C MCF BMS FLOOR PLAN B Yes

MI900104C MCF BMS FLOOR PLAN D Yes

MI900601C MCF BMS SYSTEM OVERALL SITE ARCH DIAGRAM Yes

MI900708C MCF BMS I/O LIST Yes

-- END OF CP3 VOLUME 1.1 DRAWING INDEX --

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

A W

IN

G

L

IS

T R

E V

IS

E

D

/1

B J M

1 2 3 4 5 6

A A

B

C

D

24' - 0" 24' - 0" 24' - 0" 20' - 0" 20' - 0"

1.5

2' - 4"

W24X62 W24X62 W24X62 W24X62 W24X62

W24X62 W24X62 W24X62 W24X62 W24X62

W24X62W24X62W24X62W24X62W24X62

W24X62 W24X62 W24X62

W24X62 W24X62

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

2 W

X

W X

W X

W X

W X

2.42.1

S -9

C

/1 S-901133C

E

Q S

P A

T Y

P

OUTSIDE

FACE OF

GIRT TYP

D E

C K

S P

A N

T

Y P

D E

C K

S

P A

N

C8X11.5

A0.7

A0.4

4.2

5' - 0" 15' - 0"

WT6X17.5 WT6X17.5

W12X22

STUB BEAM

TYP

C

S-901561C

G

S-901520C

H

S-901520C

W X

W X

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W12X22

W14X30*

W14X30*

W14X30*

W14X30*

(TYP UNO)

FLANGE STIFFENERS

(SEE DETAIL )/4 S-901523C

FLANGE

STIFFENERS

(SEE DETAIL

)/4 S-901523C

FLANGE

STIFFENERS

(SEE DETAIL

)/4 S-901523C

W14X30*

W12X22*

W12X22*

W12X22*

W12X22*

W14X30*

W14X30 W14X30

S-901403C

4SIM

11' - 6 1/4" 7' - 0" 5' - 5 3/4"

1' - 0"

CLR

3' - 0"

0' - 2"

C L R

C8X11.5

SEE

NOTE 6

HEMP HATCH OPENING

S-901501C

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

R P

S O

F E

N G

IN

E

E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ S

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

E

O V

E R

L A

N D

P A

R K

K

S

.4 .2

B

V S

P C

J R

H

.0

.2

C O

N S

T R

U C

T

IO

N

P

A C

K A

G E

V O

L U

M E

NOT F

OR

CONSTRUCTIO

N

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

/1

/2

:1 :2

P

M C

U s e rs

\N o r7

\D o c u m e n ts

\C L R

L R

D R

L P

P S

-D M

J d n o rr is .r v t

AM#1 S-901131C

A T

T

IC

F R

A M

IN

G

P L A

N

A R

E A

A

L O

N G

R A

N G

E D

IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

M E

S

S B

R

C H

S

W D

Y -1

-D

-0

C L R

L R

D R

S

-9 C

1/8" = 1'-0"S-901131C

1 ATTIC FRAMING PLAN - TOP OF STEEL EL 22'-6" UNO - AREA A

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

A B

C D

KEY PLAN

PLAN NORTH

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS SEE SHEETS S-901001C

AND S-901002C.

2. METAL DECK SHALL BE VULCRAFT 1.5B16,

OR APPROVED EQUAL. DECK SHALL BE

WELDED TO SUPPORTING MEMBERS WITH

3/4" VISIBLE PUDDLE WELDS IN A 36/7

PATTERN WITH FIVE #14 SCREWED

SIDELAP CONNECTIONS PER SPAN AND

PARALLEL ATTACHMENTS OF 3/4" VISIBLE

PUDDLE WELDS AT 34" O.C. ON THE

COLUMN LINE GIRDERS.

3. FOR COLUMN SCHEDULE SEE S-901601C.

4. FOR STANDARD BEAM CONNECTION

DETAILS SEE SHEET S-901501C.

5. "*" INDICATES THAT BOTTOM FLANGE

BRACING ON BEAMS REQUIRED AT BEAM

QUARTER POINTS. SEE DETAIL ON SHEET

S-901501C.

6. SEE ARCH FOR GUARDRAIL LOCATION. FOR

POST CONNECTION SEE TYPICAL ATTIC

HEMP ACCESS GUARDRAIL POST

ATTACHMENT DETAIL

LEGEND:

GIRT LINE

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

A W

IN

G

C H

A N

G E

S

/1

B G

M

1 1

6 8 9 10 11 12 137

A A

B B

C C

D

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 10' - 0"

B.4

W24X62 W24X62 W24X62 W24X62 W24X62

W24X62 W24X62 W24X62 W24X62 W24X62

W24X62W24X62W24X62W24X62W24X62

W24X62 W24X62 W24X62 W24X62 W24X62

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

S -9

C

/1 S-901134C

W X

W X

E

Q S

P A

T Y

P

D E

C K

S P

A N

T

Y

PW12X22

(TYP UNO)

2' - 4"

OUTSIDE

FACE OF

GIRT TYP

W14X53

W14X53

W24X62 W24X62

W24X62 W24X62

W X

W24X62

W24X62

W24X62 W24X62

B.1

13.1 13.8

4' - 0" 8' - 0"

/2

/2

C8X11.5

CLR

3' - 0"

0' - 4"

A0.7

A0.4

11.6

13' - 3" 6' - 9"

1' - 6"

7' - 0" 1' - 6"

WT6X17.5 WT6X17.5 WT6X17.5 WT6X17.5 WT6X17.5 W

T6X17.5

G

S-901520C

TYP

SIM

H

S-901520C

TYP

SIM

W12X22

STUB BEAM

TYP

W X

W X

W X

W X

W X

W X

/4 S-901523C

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

W14X30*

S-901403C

FLANGE STIFFENERS (SEE DETAIL )/4 S-901523C FLANGE STIFFENERS (SEE DETAIL )/4 S-901523C

W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30

12.1 12.9

A0.6

S-901403C

" 1

C L R

C8X11.5C8X11.5

W X

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

R P

S O

F E

N G

IN

E

E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ S

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

E

O V

E R

L A

N D

P A

R K

K

S

.4 .2

B

V S

P C

J R

H

.0

.2

C O

N S

T R

U C

T

IO

N

P

A C

K A

G E

V O

L U

M E

NOT F

OR

CONSTRUCTIO

N

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

/1

/2

:1 :3

P

M C

U s e rs

\N o r7

\D o c u m e n ts

\C L R

L R

D R

L P

P S

-D M

J d n o rr is .r v t

AM#1 S-901132C

A T

T

IC

F R

A M

IN

G

P L A

N

A R

E A

B

L O

N G

R A

N G

E D

IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

M E

S

S B

R

C H

S

W D

Y -1

-D

-0

C L R

L R

D R

S

-9 C

1/8" = 1'-0"S-901132C

1 ATTIC FRAMING PLAN - TOP OF STEEL EL 22'-6" UNO - AREA B

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

A B

C D

KEY PLAN

PLAN NORTH

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS SEE SHEETS S-901001C

AND S-901002C.

2. METAL DECK SHALL BE VULCRAFT 1.5B16,

OR APPROVED EQUAL. DECK SHALL BE

WELDED TO SUPPORTING MEMBERS WITH

3/4" VISIBLE PUDDLE WELDS IN A 36/7

PATTERN WITH FIVE #14 SCREWED

SIDELAP CONNECTIONS PER SPAN AND

PARALLEL ATTACHMENTS OF 3/4" VISIBLE

PUDDLE WELDS AT 34" O.C. ON THE

COLUMN LINE GIRDERS.

3. FOR COLUMN SCHEDULE SEE S-901601C.

4. FOR STANDARD BEAM CONNECTION

DETAILS SEE SHEET S-901501C.

5. "*" INDICATES THAT BOTTOM FLANGE

BRACING ON BEAM IS REQUIRED AT BEAM

QUARTER POINTS (EVERY 5 FEET). SEE

DETAIL ON SHEET S-901501C.

6. SEE ARCH FOR GUARDRAIL LOCATION FOR

POST CONNECTION SEE TYPICAL ATTIC

HEMP GUARDRAIL POST ATTACHMENT

DETAIL.

LEGEND:

GIRT LINE

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

A W

IN

G

C H

A N

G E

S

/1

B G

M

HEMP

HATCH

OPENING.

SEE

NOTE 6

4 5 6

D

E

F

G

G.2

W24X62 W24X62 W24X62

W24X62 W24X62

W24X62W24X62W24X62W24X62W24X62

W24X62 W24X62 W24X62 W24X62 W24X62

W24X62W24X62W24X62W24X62W24X62

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

2.9 3.8

G.6

G.9

24' - 0" 24' - 0" 24' - 0" 20' - 0" 20' - 0"

/1 S-901131C

S -9

C

W24X68

W24X68

W24X68

S-901550C

E

Q S

P A

T Y

P

2' - 4"

OUTSIDE

FACE OF

GIRT TYP

D E

C K

S P

A N

T

Y P

W12X22*

24' - 0" 23' - 3 1/8" 0' - 8 7/8"

20' - 4 3/4"

(TYP UNO)

1.9

S-901402C

W24X68

F

S-901520C

E

S-901520C

W X

W X

W X

W X

W X

W X

W12X26

W12X26

W12X26

W12X26

W X

W X

W X

W X

TOS 13' - 0" TOS 13' - 0"

W12X22

STUB BEAM, TYP

TYP

TYP

G

S-901520C

TYP

SIM

H

S-901520C

TYP

SIM

W12X22

STUB BEAM

TYP

S-901402C

W X

W X

E

S-901520C

F

S-901520C

OUTSIDE FACE

OF GIRT, TYP

S-901405C

1.6

FLANGE

STIFFENERS

(SEE DETAIL

)/4 S-901523C

FLANGE STIFFENERS

(SEE DETAIL )/4 S-901523C

W12X22*

W12X22*

W12X22

W12X22*

W12X22*

W12X22*

W12X22*

W14X30*

W12X22*

W14X30

W14X30 W14X30

W14X30

W14X30 W14X30

W14X30W14X30

2 EQ SPA 6 EQ SPA

E

Q S

P A

TOS 13' - 0" TOS 13' - 0"

T O

S

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

R P

S O

F E

N G

IN

E

E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ S

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

E

O V

E R

L A

N D

P A

R K

K

S

.4 .2

B

V S

P C

J R

H

.0

.2

C O

N S

T R

U C

T

IO

N

P

A C

K A

G E

V O

L U

M E

NOT F

OR

CONSTRUCTIO

N

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

/1

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U s e rs

\N o r7

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J d n o rr is .r v t

AM#1 S-901133C

A T

T

IC

F R

A M

IN

G

P L A

N

A R

E A

C

L O

N G

R A

N G

E D

IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

M E

S

S B

R

C H

S

W D

Y -1

-D

-0

C L R

L R

D R

S

-9 C

1/8" = 1'-0"S-901133C

1 ATTIC FRAMING PLAN - TOP OF STEEL EL 22'-6" UNO AREA C

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

A B

C D

KEY PLAN

PLAN NORTH

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS SEE SHEETS S-901001C

AND S-901002C.

2. METAL DECK SHALL BE VULCRAFT 1.5B16,

OR APPROVED EQUAL. DECK SHALL BE

WELDED TO SUPPORTING MEMBERS WITH

3/4" VISIBLE PUDDLE WELDS IN A 36/7

PATTERN WITH FIVE #14 SCREWED

SIDELAP CONNECTIONS PER SPAN AND

PARALLEL ATTACHMENTS OF 3/4" VISIBLE

PUDDLE WELDS AT 34" O.C. ON THE

COLUMN LINE GIRDERS.

3. FOR COLUMN SCHEDULE SEE S-901601C.

4. FOR STANDARD BEAM CONNECTION

DETAILS SEE SHEET S-901501C.

LEGEND:

GIRT LINE

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

A W

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G

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/1

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M

TYPICAL EXCAVATION AND BACKFILL

DETAIL FOR BUILDING FOUNDATION

CONTROLLED LOW

STRENGTH MATERIAL

FOUNDATION

FOUNDATION

WALL

OR PIER

GRADE

SCALE: N.T.S.

1.5

BOTTOM OF

STRUCTURAL FILL

STRUCTURAL FILL

TYPICAL PERIMETER

INSULATION

OUTSIDE EDGE OF

FOUNDATION

WALL

CONC

FLOOR SLAB

EL 0'-0"

PREVIOUSLY PLACED

STRUCTURAL FILL.

SEE NOTE 1.

7' - 0" ±

LPP BUILDING FOUNDATION

TOF EL -6' - 0"

PREVIOUSLY PLACED

STRUCTURAL FILL.

SEE NOTE 1.

CONTRACTOR SHALL PROTECT EXISTING GEOTEXTILE DURING

EXCAVATION AND PLACEMENT OF NEW SUBGRADE.

EXISTING NONWOVEN

GEOTEXTILE (TYP)

TOF EL 597.0±

EXISTING GRADE

1' - 0"

EXISTING MCF

FOUNDATION

REMOVE EXISTING SHEETED

EXCAVATION IF PRESENT

VAPOR BARRIER

TYPICAL EXCAVATION AND BACKFILL DETAIL

FOR SITE STRUCTURE FOUNDATIONS

SCALE: N.T.S.

1.5

STRUCTURAL

FILL

CONTRACTOR SHALL EXCAVATE

DOWN TO SATISFACTORY

MATERIAL OR 2 FEET,

WHICHEVER IS GREATER.

4' - 0" MIN, TYP

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

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E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

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S O

F E

N G

IN

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E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ S

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

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O V

E R

L A

N D

P A

R K

K

S

.4 .2

B

V S

P C

J R

H

.0

.2

C O

N S

T R

U C

T

IO

N

P

A C

K A

G E

V O

L U

M E

NOT F

OR

CONSTRUCTIO

N

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

/1

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P

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U s e rs

\N o r7

\D o c u m e n ts

\C L R

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J d n o rr is .r v t

AM#1 S-901500C

T Y

P

IC

A L F

O U

N D

A T

IO

N

A N

D C

O N

C R

E T

E D

E T

A

IL

S

L O

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IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

M E

S

S B

R

C H

S

W D

Y -1

-D

-0

C L R

L R

D R

S

-9 C

N.T.S.SCALE:

EXCAVATION AND BACKFILL DETAIL FOR

FOUNDATION NEXT TO EXISTING MCF FOUNDATION

VAPOR BARRIER

1. SITE MATERIAL UNDER BUILDING FOUNDATION

WAS EXCAVATED AND BACKFILLED UNDER

PREVIOUS CONTRACT. ALL FROST-

SUSCEPTIBLE MATERIAL FOUND UNDER

FOUNDATION WAS REMOVED. MATERIAL WAS

REMOVED TO A MINIMUM DEPTH OF 2'-0" BELOW

BOTTOM OF BUILDING FOUNDATION AND

BACKFILLED WITH STRUCTURAL FILL AND

COMPACTED. FINAL GRADE ELEVATION WAS 6-

INCHES ABOVE BOTTOM OF PROPOSED LPP

BUILDING FOUNDATION, TO CREATE A

SACRIFICIAL LAYER. CONTRACTOR SHALL

REMOVE SACRIFICIAL LAYER DOWN TO

BOTTOM OF FOOTING AND VERIFY

COMPACTION MEETS THE REQUIREMENTS OF

THE SPECIFICATIONS. THE NOTED SUBGRADE

PREPARATION WAS PERFORMED ONLY FOR

THE AREA BENEATH THE PROPOSED LPP

BUILDING AS SHOWN ON SHEET C-100201F.

THE RECORDS OF MATERIAL EXCAVATION AND

BACKFILL WILL BE AVAILABLE FOR

CONTRACTOR REVIEW. CONTRACTOR SHALL

REMOVE SNOW IN EXCAVATION PRIOR TO

SNOW MELT.

SHEET NOTES

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

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20 B

18 B

16 B

14 B

12 B

10 B

8 B

6 B

4 B

2 B

* WELD SIZE:

CLIP ANGLES SHALL HAVE 4 INCH LEG OUTSTANDING.

USE FILLET WELD SIZE 1/16"LESS THAN NOMINAL BEAM WEB THICKNESS, WITH WELD

SIZE 5/16" MAXIMUM FOR 1/2" CONNECTION ANGLES. MINIMUM WELD SIZE SHALL BE 3/16".

TOTAL NUMBER OF BOLTS IN OUTSTANDING LEGS (TYP).

W18 & 16 S18 & 15

C15

MC18

(ALL WEIGHTS)

W14 & 12 M14 & 12

S12 C12

MC13 & 12

(ALL

WEIGHTS)

W10 & 8 M10 & 8 S10 & 8

C10, 9 & 8

MC10, 9 & 8

(ALL WEIGHTS)

W6 & 5 M7, 6 & 5 S7, 6 & 5 C7, 6 & 5

MC7 & 6

(ALL

WEIGHTS)

2L 4x3 1/2x1/2 (SEE NOTE 2 THIS DWG)

BOLT: 7/8" DIA A325N

BOLT GAGE: 5 1/2"

BOLT PITCH 3"

BOLT HOLE SIZE IN OSL OF ANGLES: STD HORIZ SHORT SLOT

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2

2L 4x3 1/2x1/2 (SEE NOTE 2 THIS DWG)

2L 4x3 1/2x1/2

STANDARD BEAM CONNECTIONS

1'-2 1/2" W 21 & S20

(ALL WEIGHTS)

11 1/2"

3"

TYP TYP

2'-5 1/2" W36

(ALL WEIGHTS)

2'-2 1/2" W33

(ALL WEIGHTS)

1'-11 1/2" W30

(ALL WEIGHTS)

1'-5 1/2" W24 & S24

(ALL WEIGHTS)

8 1/2"

5 1/2"

1/2" TYP 1/2" TYP

1'-8 1/2" W27

(ALL WEIGHTS)

PER PLAN PER PLAN

BEAM PER

PLAN

BEAM PER PLAN

WITH BOTTOM

FLANGE BRACED

BEAM PER

PLAN

PL 1/4" X 3" X 3" TYP.

PROVIDE COPE AT

BEAM FILLET AS

NEEDED

L2X2X3/16, TYP

3/16

3 SIDES TYP

3/16

3/16

TYP

TYPICAL BRACING OF BOTTOM BEAM FLANGE

WHERE INDICATED ON PLAN SHEETS

1/4

1/4

1/4

GUARDRAIL POST

KICK PL 1/4"X4"

1/4" THICK HEMP CLOSURE

PL AROUND POST

HEMP PL

HCI

HCI

METAL DECK

SEE PLAN FOR ORIENTATION

STRUCTURAL MEMBER

SEE PLAN

1/4" GAP BETWEEN HEMP

CLOSURE PL AND KICK PL

1/8

HCP

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

R P

S O

F E

N G

IN

E

E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ S

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

E

O V

E R

L A

N D

P A

R K

K

S

.4 .2

B

V S

P C

J R

H

.0

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C O

N S

T R

U C

T

IO

N

P

A C

K A

G E

V O

L U

M E

NOT F

OR

CONSTRUCTIO

N

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

/1

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:1 :1

P

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U s e rs

\N o r7

\D o c u m e n ts

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AM#1 S-901501C

S T

A N

D A

R D

S T

E E

L S

E C

T

IO

N S

A N

D D

E T

A

IL

S

L O

N G

R A

N G

E D

IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

M E

S

S B

R

C H

S

W D

Y -1

-D

-0

C L R

L R

D R

S

-9 C

1. FOR STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS SEE SHEETS S-901001C

AND S-901002C.

2. FOR THE MAIN BUILDING ALL ATTIC AND

ROOF BEAM CONNECTIONS SHALL USE

2L 6x4x1/2 (4" LEG OUTSTANDING) WITH A

5/16" WELD.

SHEET NOTES

SCALE:

0 1' 2'

1" = 1' - 0"

1' 2'

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

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A W

IN

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A N

G E

S

/1

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M

3" = 1'-0"S-901501C

1 TYPICAL ATTIC HEMP ACCESS GUARDRAIL POST ATTACHMENT

SCALE:

0 3" 6"

3" = 1' - 0"

6" 6"

A0.1

A0.5

A0.8

A

B

C

D

2.42.1

1.5

A0.4

A0.7

GH-Z-002GH-Z-001

GH-Z-004

GH-Z-003

GH-Z-005

GH-Z-006

GH-Z-007

GH-Z-008

GH-Z-009

GH-Z-010

GH-Z-011

GH-Z-012

GH-Z-013

GH-Z-088 GH-Z-087

GH-Z-086

GH-Z-085

GH-Z-082

GH-Z-083

GH-Z-081

GH-Z-080 GH-Z-078

GH-Z-079

GH-Z-076

GH-Z-077

GH-Z-074

GH-Z-075

GH-Z-072

GH-Z-073

GH-Z-096

CI-GH-047

CI-GH-046

CI-GH-001

CI-GH-002

CI-GH-003

CI-GH-006

CI-GH-005

CI-GH-009

CI-GH-008

CI-GH-007

A

S-901729C

HEMP SHIELD

GH-Z-129

GH-Z-130

GH-Z-131

GH-Z-132

GH-Z-133

GH-Z-134

GH-Z-135

GH-Z-136

GH-Z-137

GH-Z-138

S-901777C

S-901777C

S-901777C

S-901777C

GH-Z-169

GH-Z-194GH-Z-193

GH-Z-168

GH-Z-167

GH-Z-192

GH-Z-166

GH-Z-191

GH-Z-165

GH-Z-190

GH-Z-164

GH-Z-189

GH-Z-163

GH-Z-188

GH-Z-162

GH-Z-187

GH-Z-161

GH-Z-186

GH-Z-112

GH-Z-170

GH-Z-195

S-901772C

S-901772C

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

C O

N T

R A

C T

O R

S u b m it te d

D e s ig n e d

R e v ie w e d

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

A N

C H

O R

A G

E A

L A

S K

A

C O

R P

S O

F E

N G

IN

E

E R

S

D a te

S T

A T

E C

IT

Y

C O

N T

R A

C T

O R

C O

N T

R A

C T

N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ E

-D M

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T

S U

IT

E

O V

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L A

N D

P A

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K

S

.4 .2

B

V S

P C

J R

H

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C O

N S

T R

U C

T

IO

N

P

A C

K A

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T F

O R

C O

N S

T R

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T

IO

N

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U s e rs

\N o r7

\D o c u m e n ts

\C L

R L R

D R

L

P P

M

-D M

J d n o rr is

.r v t

AM#1 S-901717C

P

IP

E S

U P

P O

R T

P L A

N A

R E

A A

H

Y D

R O

N

IC

W A

T E

R H

E A

T

IN

G

L O

N G

R A

N G

E D

IS

C

R

IM

IN

A

T

IO

N R

A D

A R

C L E

A R

A F

S A

L A

S K

A

S B

N

J D

N

P A

E

W D

Y -1

-D

-0

C L R

L R

D R

S

-9 C

SCALE: 1/8" = 1'-0"S-901717C

PIPE SUPPORT PLAN - AREA A - HYDRONIC WATER HEATING1

A B

C D

KEY PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

PLAN NORTH

SHEET NOTES

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

A W

IN

G

C H

A N

G E

S

/1

K L H

1.

2.

REFER TO SHEETS S-901748C AND

S-901750C FOR PIPE SUPPORT SCHEDULE.

FOR SUPPORT NOTES, SYSTEM CODE

ABBREVIATIONS, AND LEGEND, SEE SHEET

S-901700C.

1 1

1 1

10-OCT-2018

A

B

B.4

C

D

131211109876

A0.4

A0.7

B.1

13.1 13.8

GH-Z-072

GH-Z-073

GH-Z-070

GH-Z-071

GH-Z-068

GH-Z-069

GH-Z-066

GH-Z-067

GH-Z-064

GH-Z-065

GH-Z-062

GH-Z-063

GH-Z-060

GH-Z-061

GH-Z-057

GH-Z-056

GH-Z-055

GH-Z-054

GH-Z-052

GH-Z-053

GH-Z-095 GH-Z-093 GH-Z-058

GH-Z-059

GH-Z-090

CI-GH-010

CI-GH-011 GH-Z-094

CI-GH-014

CI-GH-013

CI-GH-015

CI-GH-012

GH-Z-092 CI-GH-017

GH-Z-091

CI-GH-016

CI-GH-019

CI-GH-018

CI-GH-020

CI-GH-021

CI-GH-023

CI-GH-022

GH-Z-089

HEMP SHIELD

D E

P

A R

T M

E N

T O

F D

E F

E

N S

E

MISSIL

E D

E F

E N

S E

A

G

ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

D ra w n

R E

S

ID

E N

T E

N G

IN

E

E R

P R

IM

E

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D e s ig n e d

R e v ie w e d

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A

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D

IS

T R

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T

A N

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A

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D a te

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IT

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C O

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R A

C T

O R

C O

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R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

_L R

D R

_L P

P_ E

-D M

B L A

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E A

T C

H S

P E

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IA

L P

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C T

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S U

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.4 .2

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.0

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AM#1 S-901718C

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C L R

L R

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S

-9 C

SCALE: 1/8" = 1'-0"S-901718C

PIPE SUPPORT PLAN - AREA B - HYDRONIC WATER HEATING1

A B

C D

KEY PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

PLAN NORTH

SHEET NOTES

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

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IN

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A N

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/1

K L H

1.

2.

REFER TO SHEETS S-901748C AND

S-901750C FOR PIPE SUPPORT SCHEDULE.

FOR SUPPORT NOTES, SYSTEM CODE

ABBREVIATIONS, AND LEGEND, SEE SHEET

S-901700C.

F

G

643.82.93

G.9

G.6

G.2

1.9

GH-Z-012

GH-Z-013

GH-Z-014

GH-Z-015

GH-Z-016

GH-Z-017

GH-Z-018

GH-Z-019

GH-Z-020

GH-Z-021

GH-Z-022 GH-Z-023 GH-Z-024

GH-Z-025

GH-Z-026

GH-Z-027

GH-Z-028

GH-Z-029

GH-Z-105

GH-Z-106

GH-Z-107

CI-GH-045

CI-GH-044

CI-GH-043

CI-GH-042

CI-GH-040

CI-GH-041

CI-GH-038

CI-GH-039

GH-Z-104

HEMP SHIELD

GH-Z-142

GH-Z-128

GH-Z-127

GH-Z-129

GH-Z-143

GH-Z-126

GH-Z-125

GH-Z-124

GH-Z-123

GH-Z-122

GH-Z-121

GH-Z-120

GH-Z-119 GH-Z-118

GH-Z-117

GH-Z-108

GH-Z-140

GH-Z-116

GH-Z-160

GH-Z-185

GH-Z-159

GH-Z-184

GH-Z-158

GH-Z-183

GH-Z-157

GH-Z-182

GH-Z-156

GH-Z-181

GH-Z-155

GH-Z-196

GH-Z-154

GH-Z-180

GH-Z-153

GH-Z-179

GH-Z-152

GH-Z-178

GH-Z-151

GH-Z-177

GH-Z-176

GH-Z-150

GH-Z-149

GH-Z-175

GH-Z-146

GH-Z-171

GH-Z-148

GH-Z-147

GH-Z-172

GH-Z-173

GH-Z-174

D E

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E F

E

N S

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MISSIL

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E F

E N

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A

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ENCY

D ra w in g

F il e N a m e

D w g S c a le

P lo t S c a le

D a te

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ID

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P R

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C O

N T

R A

C T

O R

C O

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N O

R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

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D

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L R

D R

S

-9 C

SCALE: 1/8" = 1'-0"S-901719C

PIPE SUPPORT PLAN - AREA C - HYDRONIC WATER HEATING1

A B

C D

KEY PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

PLAN NORTH

SHEET NOTES

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

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IN

G

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G E

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/1

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1.

2.

REFER TO SHEETS S-901748C AND

S-901750C FOR PIPE SUPPORT SCHEDULE.

FOR SUPPORT NOTES, SYSTEM CODE

ABBREVIATIONS, AND LEGEND, SEE SHEET

S-901700C.

1 1

F

G

131211109876

GH-Z-029 GH-Z-030 GH-Z-031 GH-Z-032

GH-Z-033

GH-Z-034

GH-Z-035 GH-Z-036

GH-Z-039

GH-Z-038

GH-Z-041

GH-Z-040

GH-Z-042

GH-Z-043 GH-Z-045

GH-Z-044 GH-Z-046

GH-Z-047

GH-Z-049 GH-Z-048

GH-Z-050GH-Z-051

GH-Z-052GH-Z-053

GH-Z-037

GH-Z-084

GH-Z-097

GH-Z-098

GH-Z-099GH-Z-100GH-Z-101

GH-Z-102

GH-Z-103GH-Z-104

CI-GH-038

CI-GH-039

CI-GH-036

CI-GH-037

CI-GH-035

CI-GH-034

CI-GH-033

CI-GH-032

CI-GH-030

CI-GH-031

CI-GH-028

CI-GH-029 CI-GH-026

CI-GH-027

CI-GH-025

CI-GH-024

HEMP SHIELD

GH-Z-113

GH-Z-115

GH-Z-111

GH-Z-114

GH-Z-140

GH-Z-110

GH-Z-109

GH-Z-116

C

S-901776C

D E

P

A R

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F D

E F

E

N S

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MISSIL

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E F

E N

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A

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ENCY

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F il e N a m e

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D a te

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ID

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C O

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C T

O R

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R A

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R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

A F

-1 -3

-0

A S

N O

T E

D

:1

C

LR

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L R

D R

S

-9 C

SCALE: 1/8" = 1'-0"S-901720C

PIPE SUPPORT PLAN - AREA D - HYDRONIC WATER HEATING1

A B

C D

KEY PLAN

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

PLAN NORTH

SHEET NOTES

S y m

A c ti o n

D e s c ri p ti o n D a te

A p p v d

A

M

D R

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IN

G

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G E

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/1

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1.

2.

REFER TO SHEETS S-901748C AND

S-901750C FOR PIPE SUPPORT SCHEDULE.

FOR SUPPORT NOTES, SYSTEM CODE

ABBREVIATIONS, AND LEGEND, SEE SHEET

S-901700C.

1 1

131211109876543.8

G.9

G.6

G.2

EC-A-039

EC-A-041

EC-A-043

EC-A-045

EC-A-053

EC-A-051

EC-A-049

EC-A-047

EC-A-046

EC-A-044

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EC-A-054

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EC-B-039

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EC-B-040

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EC-B-043

EC-B-045

EC-B-048

EC-B-050

EC-B-047

EC-B-049 EC-B-053

EC-B-051

EC-B-054

EC-B-052

EC-C-039

EC-C-041

EC-C-040

EC-C-042

EC-C-046

EC-C-044

EC-C-043

EC-C-045

EC-C-049

EC-C-047

EC-C-048

EC-C-050

EC-C-054

EC-C-052

EC-C-053

EC-C-051

EC-D-040

EC-D-042

EC-D-039

EC-D-041

EC-D-045

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EC-D-044

EC-A-042

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A

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D ra w in g

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R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

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SCALE: 1/8" = 1'-0"S-901723C

EXTERIOR JACKET WATER PIPE SUPPORT ENLARGED PLAN1

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/1

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1.

2.

REFER TO SHEETS S-901746C FOR PIPE SUPPORT

SCHEDULE.

FOR SUPPORT NOTES, SYSTEM CODE

ABBREVIATIONS, AND LEGEND, SEE SHEET

S-901700C.

SHEET NOTES

1 1

COL

(+x, +y)

COL

(-x, +y)

(-x, -y) (+x, -y)

PIPE SUPPORT LOCATION

KEY PLAN

+X

+Y

PLAN NORTH

D E

P

A R

T M

E N

T O

F D

E F

E

N S

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MISSIL

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E F

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D ra w in g

F il e N a m e

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D a te

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R e c o m m e n d e d

A p p ro v e d

Reference number:

HGFEDCBA

A S

N O

T E

D

P L O

T T

E D

O N

US Army Corps of Engineers ®

Alaska District

M D

A

C L R c

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-1 -3

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AM#1 S-901736C

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PIPE SUPPORT SCHEDULE POTABLE WATER PAGE 2

SUPPORT TAG

PIPE SIZE AND

MATERIAL

PIPE SCHEDULE REFERENCE PLAN SHEET

DETAIL SHEET

NUMBER

PIPE SUPPORT DETAIL

PIPE SUPPORT LOCATION (PLAN --

Y, X)

CL OF PIPE ELEV

(Z)

OPERATING

VERTICAL LOAD

OPERATING N-S

LOAD

OPERATING E-W

LOAD

OCCASIONAL

VERTICAL LOAD

OCCASIONAL N-S

LOAD

OCCASIONAL E-W

LOAD

MOVEMENT

VERTICAL

MOVEMENT

N-S

MOVEMENT E-W

HYDRO LOAD

E-W

HYDRO LOAD

N-S

HYDRO LOAD

VERT

PW-C-031 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-10(-4' - 9 1/2") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-032 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-10(-1' - 0 7/8") 20' - 3 3/8" 20 lb 0 lb 0 lb 20 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-033 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-10(2' - 7 3/4") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-034 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-10(6' - 4 3/8") 20' - 3 3/8" 20 lb 0 lb 0 lb 20 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-035 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-10(10' - 1 1/8") 20' - 3 3/8" 20 lb 0 lb 0 lb 20 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-036 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-11(-6' - 2 1/4") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-037 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-11(-2' - 5 5/8") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-038 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-11(1' - 3") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-039 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-11(4' - 11 3/4") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-040 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-11(8' - 8 3/8") 20' - 3 3/8" 20 lb 0 lb 0 lb 10 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-041 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-12(-7' - 7") 20' - 3 3/8" 20 lb 0 lb 0 lb 20 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 20 lb

PW-C-042 1 1/2" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 6")-12(-3' - 10 3/8") 20' - 3 3/8" 0 lb 0 lb 0 lb 15 lb 0 lb 1600 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-001 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-4(3' - 7 1/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-002 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-4(7' - 4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-003 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-5(-8' - 11 3/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-004 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-5(-5' - 2 3/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-005 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-5(-1' - 6 1/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-006 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-5(2' - 2 1/2") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-007 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-5(5' - 11 1/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-008 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-5(9' - 7 7/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-009 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-6(-6' - 7 1/2") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-010 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-6(-2' - 10 7/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-011 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-6(0' - 9 3/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-012 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-6(4' - 6 1/2") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-013 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-6(8' - 3 1/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-014 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-7(-8' - 0 1/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-015 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-7(-4' - 3 5/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-016 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-7(-0' - 7") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-017 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-7(3' - 1 3/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-018 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-7(6' - 10 3/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-019 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-8(-9' - 5") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-020 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-8(-5' - 8 3/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-021 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-8(-1' - 11 3/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-022 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-8(1' - 9") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-023 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-8(5' - 5 5/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-024 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-8(9' - 2 1/4") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-025 3/4" CS SCH 40 S-901721C S-901776C PS-PW-001 F(7' - 11 3/4")-9(-7' - 1 1/8") 20' - 4 1/4" 10 lb 0 lb 0 lb 10 lb 10 lb 0 lb 0 '' UP 0 '' N 0 '' E 0 lb 0 lb 10 lb

PW-D-026 3/4"…