Drawings.pdf
PDF 10 MB Posted
- Attached to
- Three Story Barracks Federal contract opportunity
- Solicitation number
- W912DW23R2001
About this file
This document provides details on a federal construction solicitation. The solicitation is for the construction of a three story barracks located at Joint Base Lewis McChord in Washington. The solicitation package includes drawings, specifications, and brand name or equal documents attached. Interested parties should review the attachment titled "Solicitation - Barracks" for more information on project requirements. The solicitation will close on April 13, 2023. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Seattle.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 06_Three Story Barracks.pdf | ||
| Addtional Inquiries with Government Responses - Barracks.pdf | ||
| Amendment 05 -Barracks.pdf | ||
| Attachment A - Index of Drawings- Amendment R0004.docx | DOCX document | |
| Specs- Amendment R0004.pdf | ||
| Amendment R0004 - Barracks.pdf | ||
| Plans- Amendment R0004.pdf | ||
| Summary of changes in Amendment 4 (R0004).docx | DOCX document | |
| 00 72 00-A.docx | DOCX document | |
| Summary of Changes in Amendment 0003 - Drawings and Specs.pdf | ||
| Amendment 03- Barracks.pdf | ||
| Specs.pdf | ||
| signin sheet.pdf | ||
| Site Visit Slides - Barracks_sfn.pptx | PPTX presentation | |
| Amendment 0002 - Barracks.pdf | ||
| Amendment 0001 - Barracks.pdf |
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(11)N 646868.23 E 1124652.65
N 646860.81 E 1124652.54
N 646856.80 E 1124655.53
N 646859.97 E 1124659.40
N 646861.86 E 1124665.60
N 646865.02 E 1124669.48
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LIGHTS, SEE BELOW.
FOR TOTAL NUMBER OF STREET LIGHTS AND PEDESTRIAN5.
PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE4.
PROFILE SHEETS, CR101 - CR106.
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27N 646919.98 E 1124596.76
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N 646783.19 E 1124621.49
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N 646783.55 E 1124730.51
N 646763.59 E 1124729.23
N 646847.63 E 1124681.17
N 646814.54 E 1124656.96
N 646826.74 E 1124696.11
N 646856.71 E 1124669.80
N 646853.39 E 1124673.30
N 646868.73 E 1124684.52
N 646946.60 E 1124687.86
N 646958.32 E 1124742.32
N 646971.66 E 1124804.34
N 646911.58 E 1124816.94
N 646909.61 E 1124802.09
N 646898.34 E 1124755.43
N 646886.56 E 1124700.73
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N 646941.22 E 1124616.54
N 646810.24 E 1124703.13
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PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE4.
PROFILE SHEETS, CR101 - CR106,
FOR ROAD ALIGNMENT INFORMATION, SEE PLAN AND3.
FOR ROAD STRIPING PLANS, SEE SHEETS CS111 -C S116.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
STREET & PEDESTRIAN LIGHTS CONTROL:
INTERSECTION
COORDINATES AT
FOR ANNOTATION AND
SEE ENLARGED PLAN
C1
C-512
C1
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N 646995.65 E 1124915.79
N 646999.90 E 1124966.11
N 647020.93 E 1125033.24
N 647035.74 E 1125101.95
N 646981.29 E 1125135.10
N 646975.72 E 1125114.88
N 646960.50 E 1125044.18
N 646936.86 E 1124934.40
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N 646988.69 E 1124883.31
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PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE 4.
PROFILE SHEETS, CR101 - CR106,
FOR ROAD ALIGNMENT INFORMATION, SEE PLAN AND3.
FOR ROAD STRIPING PLANS, SEE SHEETS CS111 -C S116.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
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N 647047.85 E 1125158.23
N 647061.70 E 1125222.63
N 647073.09 E 1125275.55
N 647077.90 E 1125298.45
N 647085.73 E 1125334.20
N 647095.47 E 1125380.25
N 647035.63 E 1125393.13
N 647025.64 E 1125346.78
N 647013.01 E 1125288.12
N 647000.38 E 1125229.47
N 646987.75 E 1125170.81
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KEY PLAN:
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(10)N 646786.47 E 1124601.14
N 646781.42 E 1124571.57
N 646775.18 E 1124573.35
N 646738.12 E 1124588.40
N 646731.88 E 1124590.18
N 646726.83 E 1124560.61
STREET & PEDESTRIAN LIGHTS CONTROL
LIGHTS, SEE SHEET CS101.
FOR TOTAL NUMBER OF STREET LIGHTS AND PEDESTRIAN5.
PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE4.
PROFILE SHEETS, CR101 - CR106,
FOR ROAD ALIGNMENT INFORMATION, SEE PLAN AND3.
FOR ROAD STRIPING PLANS, SEE SHEETS CS111 -C S116.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
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N 646628.31 E 1124647.95
N 646630.00 E 1124657.80
N 646623.61 E 1124650.11
N 646618.72 E 1124654.17
N 646606.49 E 1124659.79
N 646624.59 E 1124646.05
N 646622.91 E 1124636.19
N 646618.20 E 1124638.35
N 646614.63 E 1124641.32
N 646608.24 E 1124633.62
N 646609.93 E 1124643.48
N 646602.11 E 1124634.16
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N 646846.56 E 1124628.09
N 646855.17 E 1124615.33
N 646857.78 E 1124594.03
N 646763.29 E 1124616.97
N 646701.16 E 1124627.59
N 646687.65 E 1124628.68
N 646642.07 E 1124637.68
N 646634.04 E 1124561.56
N 646693.16 E 1124551.45
N 646752.34 E 1124541.37
N 646800.70 E 1124533.07
N 646827.84 E 1124528.48
N 646846.88 E 1124531.13
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47 50
STOP SIGN
SIGN
CROSSWALK
SIGN
CROSSWALK
(17)
2 STEPS
APRON (TYP)
CURB CUT WITH
SEE STORM DRAIN PLANS
BIORETENTION CELL (TYP)
PARKING SIGN
VAN ACCESSIBLE
SIGN
NO PARKING
SIGN
ISLAND DIVIDER
NO PARKING SIGN
25'
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
N O
V E
M B
E R
F
IL
E N
O s /7
-1
-1
W D
W -2
-R
-2
T B
D
E A
R L
W A
G N
E R
UEPH
®of Engineers
US Army Corps
61 62 63
86 87 88 89 90 91 92 93
64 65 66 67 68
70 71
73 74
CS109
CS101
CS102
CS103
C S
C S
CS110
CS108
CS107
C S
N
KEY PLAN:
C1
SCALE: 1" = 20' 0 20' 40'
N
ROADWAY PLAN 5 - 2ND DIVISION DRIVE
2ND DIVISION DRIVE
S E
E C
S
M A
T C
H L
IN
E
SEE CS109
MATCH LINE
SEE CS107
MATCH LINE
E1
C-517
E1
C-517
PLANTING AREA
A V
E N
U E
E D
W A
R D
S
E1
C-511
A1
CI104
A1
C-514
C1
C-501
D1
C-501
S E
E C
S
M A
T C
H L
IN
E
GENERAL NOTES:
R
(2)
(1)
(9)
(13)
(14) (16)
(18)
(19)
(20)
(21)
(22) (23)
(24) (25)
(26)
(27)
(28)
(29) (30)
HORIZONTAL CONTROL
(17)
(16)
(15)
(14)
(13)
(12)
(11)
(10)
(9)
(8)
(7)
(6)
(5)
(4)
(3)
(2)
(1)
(32)
(31)
(30)
(29)
(28)
(27)
(26)
(25)
(24)
(23)
(22)
(21)
(20)
(19)
(18)
(31)
(32)
N 646522.41 E 1124668.58
N 646520.81 E 1124659.21
N 646516.34 E 1124661.27
N 646515.88 E 1124661.65
N 646509.17 E 1124653.58
N 646510.85 E 1124663.94
N 646504.32 E 1124677.25
N 646505.16 E 1124682.18
N 646500.18 E 1124682.62
N 646492.34 E 1124684.78
N 646487.36 E 1124685.22
N 646486.54 E 1124680.29
N 646486.20 E 1124673.41
N 646482.96 E 1124667.73
N 646481.82 E 1124657.29
N 646477.36 E 1124666.80
N 646480.51 E 1124623.73
N 646487.41 E 1124628.94
N 646493.85 E 1124627.40
N 646483.57 E 1124598.68
N 646550.65 E 1124638.39
N 646545.68 E 1124609.31
N 646540.70 E 1124610.62
N 646296.82 E 1124616.52
N 646294.74 E 1124592.11
N 646270.32 E 1124594.14
N 646245.42 E 1124596.39
N 646221.01 E 1124598.39
N 646223.09 E 1124622.80
STREET & PEDESTRIAN LIGHTS CONTROL
LIGHTS, SEE SHEET CS101.
FOR TOTAL NUMBER OF STREET LIGHTS AND PEDESTRIAN5.
PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE4.
PROFILE SHEETS, CR101 - CR106,
FOR ROAD ALIGNMENT INFORMATION, SEE PLAN AND3.
FOR ROAD STRIPING PLANS, SEE SHEETS CS111 -C S116.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.UEPH BARRACKS
E1
C-511
E1
C-511
E1
C-511
INTERSECTION
COORDINATES AT
FOR ANNOTATION AND
SEE ENLARGED PLAN
B5
C-501
N 646502.44 E 1124588.80
N 646465.97 E 1124593.56
N 646423.88 E 1124128.96C1
C-502
N 646600.16 E 1124652.96
N 646551.78 E 1124661.23
N 646513.82 E 1124667.71
N 646443.48 E 1124695.25
N 646464.84 E 1124679.32
N 646428.09 E 1124682.86
N 646406.78 E 1124667.20
N 646338.89 E 1124676.24
N 646313.94 E 1124678.45
N 646254.19 E 1124683.58
N 646294.22 E 1124613.72
N 646301.58 E 1124611.90
N 646354.71 E 1124607.37
N 646415.28 E 1124602.20
N 646470.02 E 1124588.45
N 646515.70 E 1124581.77
N 646546.13 E 1124577.79
N 646574.80 E 1124571.67
AMDT R0003
R
E V
IS
E
D I
A W
A M
D T
R
/3
/2
E1
C-511
E1
C-511
E1
C-511
E1
C-511
S
IN
T
B A
S E
L E
W
IS
M C
C H
O R
D W
A S
H
IN
G T
O N
U E
P H
B A
R R
A C
K S
F Y
P
N U
E
A T
T L
E W
A S
H
IN
G T
O N
S E
A T
T L
E D
IS
T
R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
D D
IV
IS
IO
N
D R
IV
E
R O
A D
W A
Y S
IT
E
P L
A N
CS106
L E
J
R
(TYP) SEE NOTE 4
PEDESTRIAN LIGHT
SEE NOTE 4
STREET LIGHT (TYP)
(TYP)
GUTTER
CURB AND
AC PAVEMENT
(TYP)
ABA RAMP
24.5'
R
.5
R
.5
R
R
(8)
(9)
(5)
(4)
(3)
(14)
(15)
(16)
.5
R
.5
R
.5
R
.5
R
.5
R
.5
R
R
(13)
(23)
(24)
(25)
(26)
(27)
(28)
(29)
(32)
(37)
(38)
(36)
(39)
(40)
(41)
(6)
(7)
(12)
(11)
.5
R
6R
.5
R
R(42)(43)
(45)
(46)
(49)
(50)
(48)
(TYP)
SIDEWALK
APRON (TYP)
CURB CUT WITH
SEE STORM DRAIN PLANS
BIORETENTION CELL (TYP)
PURPOSES ONLY
FOR INFORMATIONAL
NUMBER (TYP),
PARKING STALL
NO PARKING SIGN
6'
SIGN
ISLAND DIVIDER
SIGN
SPEED LIMIT
SIGN
ISLAND DIVIDER
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
N O
V E
M B
E R
F
IL
E N
O s /7
-1
-1
W D
W -2
-R
-2
T B
D
E A
R L
W A
G N
E R
UEPH
®of Engineers
US Army Corps
95 96 97 98 99 100
70 71 72 73 74 75 76 77 78 7969
CS109
CS101
CS102
CS103
C S
C S
CS110
CS108
CS107
C S
N
KEY PLAN:
D1
SCALE: 1" = 20' 0 20' 40'
N
ROADWAY PLAN 6 - 2ND DIVISION DRIVE
S E
E C
S
M A
T C
H L
IN
E
E1
C-517
C1
C-501
B5
C-501
F1
C-501
E1
C-513
GENERAL NOTES:
(1)
(TYP)
HORIZONTAL CONTROL:
(25)
(24)
(23)
(22)
(21)
(20)
(19)
(18)
(17)
(16)
(15)
(14)
(13)
(12)
(11)
(10)
(9)
(8)
(7)
(6)
(5)
(4)
(3)
(2)
(1)
(50)
(49)
(48)
(47)
(46)
(45)
(44)
(43)
(42)
(41)
(40)
(39)
(38)
(37)
(36)
(35)
(34)
(33)
(32)
(31)
(30)
(29)
(28)
(27)
(26)
LIGHTS, SEE SHEET CS101.
FOR TOTAL NUMBER OF STREET LIGHTS AND PEDESTRIAN5.
PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE4.
PROFILE SHEETS, CR101 - CR106,
FOR ROAD ALIGNMENT INFORMATION, SEE PLAN AND3.
FOR ROAD STRIPING PLANS, SEE SHEETS CS111 -C S116.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
STREET & PEDESTRIAN LIGHTS CONTROL:
(10)
(2)
(17)
(18)
(20) (21)
(22)
(30)
(31)(33)
(35)
N 646245.42 E 1124596.39
N 646238.58 E 1124615.46
N 646223.09 E 1124622.80
N 646218.61 E 1124623.19
N 646213.77 E 1124622.32
N 646197.23 E 1124630.03
N 646197.86 E 1124626.46
N 646196.97 E 1124616.00
N 646202.32 E 1124616.95
N 646217.80 E 1124613.72
N 646221.01 E 1124598.39
N 646221.90 E 1124590.79
N 646195.53 E 1124610.10
N 646205.72 E 1124611.92
N 646210.86 E 1124614.33
N 646224.11 E 1124616.70
N 646070.33 E 1124637.33
N 646069.43 E 1124626.87
N 646064.29 E 1124628.73
N 646053.95 E 1124635.95
N 646049.33 E 1124637.62
N 646048.52 E 1124628.15
N 646030.64 E 1124639.21
N 646028.98 E 1124619.78
N 646009.56 E 1124621.54
N 646009.40 E 1124619.94
N 646005.68 E 1124712.60
N 646005.55 E 1124710.97
N 646024.99 E 1124709.44
N 646023.34 E 1124690.01
N 646041.38 E 1124703.53
N 646054.38 E 1124696.90
N 646053.57 E 1124687.44
N 646058.42 E 1124688.30
N 646074.32 E 1124684.16
N 646069.86 E 1124693.67
N 646075.21 E 1124694.62
N 646034.78 E 1124623.80
(44)
(47)
N 646039.99 E 1124669.53
N 646039.91 E 1124668.53
N 646039.82 E 1124667.53
N 646093.97 E 1124662.92
N 646100.44 E 1124661.65
N 646091.38 E 1124632.53
N 646138.64 E 1124649.76
N 646144.90 E 1124648.54
N 646147.41 E 1124677.93
N 646217.35 E 1124642.36
N 646217.86 E 1124648.34
N 646218.37 E 1124654.32
C1
C-502
(19)
N 646194.41 E 1124688.68
N 646134.59 E 1124693.79
N 646088.69 E 1124697.69
N 646042.97 E 1124701.63
N 646010.31 E 1124714.48
N 646036.76 E 1124625.41
N 646107.77 E 1124620.59
N 646117.73 E 1124618.54
N 646167.83 E 1124614.27
N 646226.40 E 1124618.31
/3
/2
R E
V
IS
E D
I A
W A
M D
T R
AMDT R0003
E1
C-511
E1
C-511
E1
C-511
(34)
E1
C-511
S
IN
T
B A
S E
L E
W
IS
M C
C H
O R
D W
A S
H
IN
G T
O N
U E
P H
B A
R R
A C
K S
F Y
P
N U
E
A T
T L
E W
A S
H
IN
G T
O N
S E
A T
T L
E D
IS
T
R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
T A
IL
E
D S
IT
E
P L
A N
CS107
L E
J
R
(TYP)
SIDEWALK
6'
10'
10'
15'
5'
R
R
R
42'
R
41.5'
R
.5
R
SIDEWALK
EXISTING
CONNECT TO
R
R SIDEWALK
EXISTING
CONNECT TO
31'R
160'R
42'R
PAD (15' x 15')
GAZEBO FOUNDATION
(8' - 6" x 8 '- 6")
CHILLER PAD
PAD (15' x 15')
FOUNDATION
GAZEBO
(60' x 13')
COURT
BOCCE BALL
(24' x 15')
FOUNDATION PAD
SHADE STRUCTURE
33'
5 STEPS
FOUNDATION
BUILDING
SHEETS
SEE LANDSCAPE
BENCH (TYP),
2' X 7' PAD FOR
.4
.5
' 7.5'
23.1'
.5
.7
5' R
SHEETS
SEE LANDSCAPE
SEAT WALL (TYP)
SEAT WALL
SEAT WALL
SEAT WALL
PEDESTRIAN LIGHT (TYP)
6'
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
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N D
A T
E
SHEET ID
N O
V E
M B
E R
F
IL
E N
O s /7
-1
-1
W D
W -2
-R
-2
T B
D
E A
R L
W A
G N
E R
UEPH
®of Engineers
US Army Corps
WW
CS109
CS101
CS102
CS103
C S
C S
CS110
CS108
CS107
C S
A1
DETAILED SITE PLAN 1
SCALE: 1" = 10' 0 10' 20'
N
GENERAL NOTES:
N
KEY PLAN:
PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE3.
FOR GENERAL NOTES, SEE SHEETS C-002 AND C-003.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
HORIZONTAL CONTROL
BUILDING AND STRUCTURES KEY NOTES
N 646629.17 E 1124672.88
N 646688.94 E 1124667.61
N 646697.11 E 1124686.68
N 646691.47 E 1124756.03
N 646708.29 E 1124654.08
N 646718.38 E 1124713.22
N 646744.89 E 1124716.38
N 646748.78 E 1124740.07
N 646726.87 E 1124799.65
N 646737.71 E 1124810.02
N 646611.86 E 1124770.22
N 646612.61 E 1124778.69
N 646620.94 E 1124823.32
N 646631.76 E 1124833.71
SIDEWALK
N 646759.25 E 1124757.13
N 646722.11 E 1124735.47
N 646746.05 E 1124791.71
N 646650.92 E 1124637.75
N 646626.64 E 1124828.21
N 646603.26 E 1124853.47
N 646722.50 E 1124815.07
N 646757.11 E 1124735.47
N 646760.23 E 1124758.88
N 646770.08 E 1124761.50
N 646754.24 E 1124772.54
N 646737.84 E 1124775.97
N 646748.28 E 1124781.91
N 646760.29 E 1124796.75
N 646764.32 E 1124811.22
N 646706.28 E 1124787.43
N 646699.59 E 1124779.87
N 646693.71 E 1124781.52
N 646632.10 E 1124786.56
N 646597.35 E 1124798.11
N 646775.34 E 1124785.94
N 646632.35 E 1124786.60
N 646598.06 E 1124813.81
(17)
(16)
(15)
(14)
(13)
(12)
(11)
(10)
(9)
(8)
(7)
(6)
(5)
(4)
(3)
(2)
(1)
(33)
(32)
(31)
(30)
(29)
(28)
(27)
(26)
(25)
(24)
(23)
(22)
(21)
(20)
(19)
(18)
N 646748.87 E 1124740.05
BASE BID
RPUID 1410675
UEPH BARRACKS
S E
E C
S
M A
T C
H L
IN
E
S E
E C
S
M A
T C
H L
IN
E
SEE CS109
MATCH LINE
S E
E C
S
M A
T C
H L
IN
E
SEE CS101
MATCH LINE
C1
C-501
(1)
(2) (3)
(4)
(5)
(6)
(7) (8)
(9)
(10)
(11)
(12)
(13) (14)
(15)
(16)
(17)
(18)
(19)
(20)
(22)
(23)
(24)
(25)
(26)
(27)
(28)
(30)
(31)
(32) (33)
(21)
(29)
(10)
A4
C-510
A5
A-902
ATFP SETBACK
D7
C-514
FOUNDATION
CORNER OF
FOUNDATION
CORNER OF
D6
C-501
R
N 646783.552 E 1124730.51
N 646763.59 E 1124729.23
N 646763.02 E 1124738.10
N 646759.48 E 1124720.69
N 646754.85 E 1124718.80
N 646755.66 E 1124723.74
N 646752.11 E 1124735.47
N 646612.82 E 1124775.14
N 646612.08 E 1124766.67
STREET & PEDESTRIAN LIGHTS CONTROL
80N 646771.28 E 1124717.07
N 646755.53 E 1124773.87
N 646765.66 E 1124822.09
N 646705.01 E 1124687.58
N 646699.30 E 1124756.36
N 646691.87 E 1124780.18
N 646716.52 E 1124821.28
N 646641.42 E 1124783.64
N 646597.71 E 1124795.38
N 646633.78 E 1124822.78
R
E V
IS
E
D I
A W
A M
D T
R
-M
A R
-2
AMDT R0003
M
AR
R
EV
IS
ED
IA
W
A M
D T
R
G3ENEBS9
Rectangle
G3ENEBS9
Rectangle
S
IN
T
B A
S E
L E
W
IS
M C
C H
O R
D W
A S
H
IN
G T
O N
U E
P H
B A
R R
A C
K S
F Y
P
N U
E
A T
T L
E W
A S
H
IN
G T
O N
S E
A T
T L
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T
R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
T A
IL
E
D S
IT
E
P L
A N
CS109
L E
J
R
.1
ROAD
ACCESS
FIRE TRUCK
6'
6'
(20' x 15')
BICYCLE PARKING
FOR COVERED
FOUNDATION PAD
FOUNDATION
BUILDING
(3' - 6" x 3' - 6")
HEAT PUMP PAD
(3' x 2')
HEAT PUMP PAD
SPLIT SYSTEM
5'
.5
5'
R
R
R
R
5'
R
5'
R
R
.5
R
SHEETS
ARCHITECTURAL
BOOT WASH, SEE
3 STEPS
33'
3 STEPS
2 STEPS
PAD (9' X 7')
TRANSFORMER
5'
R
R
6'
APRON (TYP)
CURB CUT WITH
(6' X 10.8')
BICYCLE PARKING
FOR SHORT-TERM
FOUNDATION PAD
SHEETS
SEE LANDSCAPE
BENCH (TYP)
2' X 7' PAD FOR
.7
4.9'
PCC SIDEWALK
SEE STORM DRAIN PLANS
BIORETENTION CELL (TYP)
SEE NOTE 3
LIGHT (TYP)
PEDESTRIAN
LIGHT (TYP)
PEDESTRIAN
20'
R
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
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A
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N N
O
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S
U E
D A
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S I Z
E
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D E
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SHEET ID
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W D
W -2
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®of Engineers
US Army Corps
CS109
CS101
CS102
CS103
C S
C S
CS110
CS108
CS107
C S
A1
SCALE: 1" = 10' 0 10' 20'
DETAILED SITE PLAN 3
EDWARDS AVE
S E
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SEE CS107
MATCH LINE
C1
C-501
(BASE BID)
RPUID 1410675
UEPH BARRACKS
R
(1)
(2)
(3)
(4)
(6)
+(7) (8)
(9)
(12) (13)
(14)
(15)
(16)
(17)
(18)
(19)
(21)
(22) (23)
(24)
(25)(26)
(27) (28)
(29)
(31)
(32) (33)
(30)
(34)
(10) (11)
(5)
N
KEY PLAN:
GENERAL NOTES:
LIGHT & POWER WILL INSTALL PAD
TRANSFORMER PAD IS NOT IN SCOPE. CITY 4.
PROCURED AND INSTALLED BY CITY LIGHT & POWER.
STREET LIGHTS AND LIGHTING CIRCUIT WILL BE3.
FOR GENERAL NOTES, SEE SHEETS C-002 AND C-003.2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
HORIZONTAL CONTROL
BUILDING AND STRUCTURES KEY NOTES
SIDEWALK
(21)
(20)
(19)
(18)
(17)
(16)
(15)
(14)
(13)
(12)
(11)
(10)
(9)
(8)
(7)
(6)
(5)
(4)
(3)
(2)
(1)
N 646565.07 E 1124804.66
N 646503.14 E 1124722.62 5
N 646559.38 E 1124767.65
N 646560.97 E 1124776.21
N 646580.51 E 1124786.59
N 646587.73 E 1124782.09
N 646591.50 E 1124805.21
N 646626.64 E 1124828.21
N 646584.67 E 1124826.85
N 646585.17 E 1124834.82
N 646589.32 E 1124847.47
N 646562.72 E 1124796.14
N 646562.01 E 1124797.54
N 646537.08 E 1124839.05
N 646537.52 E 1124844.03
N 646532.54 E 1124844.47
N 646433.47 E 1124830.52
N 646432.94 E 1124824.54
N 646434.42 E 1124772.73
N 646439.40 E 1124772.29
N 646438.96 E 1124767.31
N 646428.52 E 1124774.08
N 646423.53 E 1124774.52
N 646423.10 E 1124769.54
N 646419.01 E 1124763.88
N 646418.58 E 1124758.89
N 646423.56 E 1124758.46
N 646427.26 E 1124732.09
N 646432.26 E 1124747.63
N 646437.26 E 1124747.39
N 646437.70 E 1124752.37
N 646497.18 E 1124744.41
(40)
(39)
(38)
(37)
(36)
(35)
(34)
(33)
(32)
(31)
(30)
(29)
(28)
(27)
(26)
(25)
(24)
(23)
(22)
A1
C-513
D6
C-501
D6
C-501
D6
C-501
F6
C-501
ATFP SETBACK
A1
C-513
FOUNDATION
CORNER OF
WALL
FOUNDATION
CORNER OF
FOUNDATION
CORNER OF
FOUNDATION
CORNER OF
N 646562.38 E 1124821.60
N 646493.08 E 1124827.39
N 646554.33 E 1124768.60
(20)
(35)
(36) (37)
(38) (39)
(40)
N 646465.17 E 1124765.01
N 646465.61 E 1124769.99
N 646460.63 E 1124770.43
N 646466.06 E 1124780.79
N 646467.81 E 1124800.71
N 646477.98 E 1124822.12
N 646478.51 E 1124828.10
N 646449.23 E 1124766.41
N 646449.67 E 1124771.39
N 646454.65 E 1124770.95
D6
C-501
15'
C1
C-502
N
STREET & PEDESTRIAN LIGHTS CONTROL
91N 646587.76 E 1124848.16
N 646504.24 E 1124708.63
N 646473.76 E 1124747.39
N 646428.13 E 1124721.94
N 646426.90 E 1124776.00
N 646431.85 E 1124832.43
AMDT R0003
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CS113
L E
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MARKINGS (TYP)
PAVEMENT
BIKE LANE
SEE UTILITY SHEETS
STREET LIGHT (TYP)
PARKING (TYP)
ON-STREET
SHEETS
(TYP) SEE UTILITY
PEDESTRIAN LIGHT
LIMITS
CONSTRUCTION
PURPOSES ONLY
FOR INFORMATIONAL
NUMBER (TYP),
PARKING STALL
MARKING
CROSSWALK
STOP LINE
32.6' 20'22'
ANGLE, 2' OC. (TYP)
MARKING AT 45 DEGREE
2" WIDE WHITE PAVEMENT
1 2 3 4 5 6 7 8 9 10
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US Army Corps
44 45 46 47 48 49 50 51 52
212019181716
43 53 54
272625242322
N
KEY PLAN:
1 KEY NOTES:
H1
SCALE: 1' = 20' 0 20' 40'
N
ROADWAY STRIPING PLAN 3 - BENNETT AVENUE
BENNETT AVENUE
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(TYP)
D1
C-514
GENERAL NOTES:
A7
C-514
END STALL
TYP FOR
HORIZONTAL CONTROL IS AT BACK OF CURB.6.
ALL DIMENSIONS ARE TO FRONT OF CURB.5.
OF THE WORK.
SIGNS WITHIN THE PROJECT LIMITS DURING THE COURSE
THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL4.
PAVEMENT MARKINGS.
CONFLICTING STRIPING PRIOR TO INSTALLING NEW
CONTRACTOR SHALL REMOVE ALL EXISTING AND3.
DEVICES (MUTCD 2009 EDITION).
REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE 2.
FOR LEGEND AND ABBREVIATIONS, SEE SHEET C-001.1.
CS111
CS112
CS113
C S
C S
C S
AMDT R0003
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C-516
L E
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8'-0" OC (TYP)
18 GA STEEL PICKET
-1
/4
-1
/4
-1
/4
16 GA STEEL POST
2"
5/8" DIAMETER3-3/4" (TYP)
BASEPLATE
DETAIL
SEE BASEPLATE
WALL
RETAINING
TOP OF
HOLES
4 X 15/16"
2" PIPE
5/8" X 10" X 10"
STEEL BASEPLATE
TOP OF FIRE LANE
V A
R
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C
IV
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IN
G P
L A
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RETAINING WALL
METAL RAILING
BASEPLATE
PROPOSED GRADE
4" MAX.
1 2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
TOP VIEW
D5
NOT TO SCALE
METAL RAILING
12"
ANCHORS.
3. SECURE BASEPLATES WITH (4) 3/4" X 6 1/4"
A HAMMER DRILL.
2. USING A 3/4" DRILL-BIT, DRILL HOLES WITH
WALL AS SHOWN ON DRAWINGS.
1. LAYOUT GUARDRAIL ON TOP OF RETAINING
BASE PLATE INSTALLATION
D1
NOT TO SCALE
RETAINING WALL WITH METAL RAILING
E9
S-501
D5
C-516
A1
C-516
A1
NOT TO SCALE
BASEPLATE DETAIL
FRONT VIEW
/3
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AMDT R0003
GENERAL NOTES
1. REFERENCE SHEET IN602 FOR THE INTERIOR FINISH MATERIALS
LEGEND.
2. NORTH, SOUTH, EAST AND WEST AS NOTED ON THE ROOM FINISH
SCHEDULE SHALL BE IN ACCORDANCE WITH PLAN NORTH AS
INDICATED ON THE ARCHITECTURAL FLOOR PLANS IN THIS DRAWING
SET.
3. PAINT ALL INTERIOR WALL AND CEILING MOUNTED ITEMS SUCH AS
VENTS, GEILL COVERS, FIRE EXTINGUISHER CABINET FACES &
FRAMES, ETC. TO MATCH THE SURFACE ON WHICH THEY APPEAR.
4. PAINT ALL METAL DOORS AND FRAMES (PT-20) UNLESS OTHERWISE
NOTED, PAINT TO BE FACTORY FINISHED.
5. STAIN ALL WOOD DOORS TO MATCH HDPL-1, UNLESS OTHERWISE
INDICATED.
6. PROVIDE AND INSTALL SOLID SURFACE MATERIAL (SSM-3) TUB
SURROUND PANELS AND COMPONENTS AS DETAILED.
7. PROVIDE AND INSTALL PLATE GLASS MIRROR PANEL (MG) ABOVE ALL
VANITY COUNTERTOPS.
8. PROVIDE AND INSTALL RAIL SYSTEM ENTRANCE WALK OFF MAT (WOM)
IN LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS.
9. PROVIDE AND INSTALL TROWELED SEAMLESS RESINOUS FLOORING
AND INTEGRAL COVE BASE AS SCHEDULED.
10. PROVIDE LEVEL 2 GWB FINISH BEHINE SOLID SURFACE TUB
SURROUND PANEL LOCATIONS.
11. PROVIDE NO HARDENER OR SEALER TO FLOORS RECEIVING
SEAMLESS RESINOUS FLOORING (SRF).
12. ALL WALLS SHALL BE A LEVEL 4 FINISH BEFORE APPLYING FINISHES.
13. ALL FLOOR FINISH CHANGES ARE TO PROVIDE PROPER TRANSITION
STRIPS AND FLOOR LEVELING AS REQUIRED.
14. CHANGES IN FLOOR FINISH SHALL OCCUR AT THE CENTER OF THE
DOOR IN THE CLOSED POSITION. AT OPENING WHERE NO DOOR IS
INDICATED, THE CHANGE IN FLOOR FINISH SHALL ALIGN WITH THE
OUTSIDE EDGE OF THE OPENING, UNLESS OTHERWISE INDICATED.
15. UNLESS OTHERWISE NOTED ALL PAINT SHALL BE EGGSHELL SHEEN.
16. ALL PAINT IN RESTROOMS/ WET AREAS SHALL BE EPOXY.
17. CONSTRUCT, FABRICATE AND INSTALL CABINETS AND COUNTERS TO
DIMENSIONS AND FINISHES AS SHOWN.
18. PROVIDE AND INSTALL PORCELAIN WALL TILE ON WALLS ADJACENT
TO MOP SINK AS SHOWN ON THE ELEVATION.
19. WINDOW SILLS SHALL BE FINISHES WITH 1/2" THICK SSM-2 WITH
SQUARE EDGE.
20. PAINT ALL EXPOSED NON-STAINLESS METAL STAIR COMPONENTS
INCLUDING STRINGERS PT-20.
21. ALL PAINTS, COATINGS, ADHESIVES, SEALANTS, FLOORING,
COMPOSITE WOOD, FLOORING AND WALLS SHALL HAVE ZERO VOC
EMISSIONS IN ACCORDANCE WITH SUSTAINABILITY AND LEED GOALS.
REFER TO SPECIFICATION SECTION 01 33 29.
22. PROVIDE IMPACT RESISTANT GYPSUM BOARD (GWBI) IN CORRIDORS,
STORAGE ROOMS, STAIRWELLS, LAUNDRY ROOM AND AS NOTED ON
THE DRAWINGS. PROVIDE LEVEL 4 FINISH WITH ORANGE PEEL
TEXTURE IN ACCORDANCE WITH USG HANDBOOK.
23. PROVIDE MOISTURE RESISTANT GYPSUM BOARD (GWBM) IN ALL
BATHROOMS, VANITIES, KITCHENS AND AS NOTED ON THE DRAWINGS.
24. PAINT ACCENT WALLS (PT-3) IN CORRIDORS AS SHOWN ON FINISH
PLANS.
25. PROVIDE AND INSTALL WINDOW SHADES (WB) FOR ALL WINDOWS AS
INDICATED AND LOCATED ON THE DRAWINGS. ALL ROLLER SHADES
SHALL UTILIZE AN "INSIDE" MOUNTING METHOD.
26. USE METAL TILE TRIM (MTT-3) AT ALL TILE TRANSITIONS WHERE FLOOR
TILE TRANSITIONS TO WALL TILE.
US Army Corps of Engineers ®
SHEET ID
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INTERIOR ROOM FINISH SCHEDULE
ROOM
NO. ROOM NAME
FLOORING
FINISH BASE FINISH
NORTH WALL
MATERIAL
NORTH WALL
FINISH
EAST WALL
MATERIAL
EAST WALL
FINISH
SOUTH WALL
MATERIAL
SOUTH WALL
FINISH
WEST WALL
MATERIAL
WEST WALL
FINISH
CEILING
FINISH
100 CORRIDOR PFT-1, 2 & 3 PFTB-2 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 PT-10
101 CQ PFT-2 PFTB-2 GWBI PT-3 GWBI PT-1 GWBI --- GWBI --- PT-10
102 LOUNGE PFT-2 & 4 PFTB-2 GWBI PT-1 GWBI --- GWBI PT-1 GWBI PT-1 PT-10
103 VENDING PFT-2 PFTB-2 GWBI PT-1 GWBI PT-1 GWBI PT-1 GWBI PT-1 PT-10
104 ENTRY WOM RB-1 GWBI PT-1 GWBI PT-1 GWBI PT-1 GWBI PT-1 PT-10
105 MUD SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10
106 CATV SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS
107 TR SDT RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS
108 ELEC SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS
109 MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 OTS
110 TOILET PFT-6 --- GWBM PWT-1 / PT-2 GWBM PWT-1 / PT-2 GWBM PWT-1 / PT-2 GWBM PWT-2 PT-10 111 JAN PFT-5 PFTB-2 GWBM PWT-1 / PT-2 GWBM PT-2 GWBM PT-2 GWBM PWT-1 / PT-2 PT-10
112 RECYCLE PFT-5 PFTB-2 GWBI PT-2 GWBI PT-2 GWBI PT-2 GWBI PT-2 PT-10
113 MAIL PFT-5 PFTB-2 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 PT-10
114 LAUNDRY SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10
135 VEST PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
141A TYPICAL KITCHEN LT-1 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
141B TYPICAL MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 OTS
141C TYPICAL BATH PFT-5 --- GWBM PWT-1 GWBM PWT-1 SSM-2 GWBM PWT-1 / SSM-2 GWBM PWT-1 / SSM-2 PT-10
141D TYPICAL CLOSET LT-1 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
141E TYPICAL BEDROOM LT-1 RB-1 GWB PT-3 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
141F TYPICAL BEDROOM LT-1 RB-1 GWB PT-3 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
141G TYPICAL CLOSET LT-1 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
150 VEST PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
200 CORRIDOR PFT-1, 2 & 3 PFTB-2 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 PT-10
201 JAN PFT-5 RB-1 GWBM PWT-1 / PT-2 GWBM PT-2 GWBM PT-2 GWBM PWT-1 / PT-2 PT-10
202 LOUNGE PFT 2 & 4 TTB GWBI PT-3 GWBI PT-3 GWBI --- GWBI --- PT-10
208 ELEC SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS
209 TR SDT RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS
210 MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 OTS
215 LAUNDRY SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10
300 CORRIDOR PFT-1 PFTB-2 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 PT-10
301 JAN PFT-5 RB-1 GWBM PWT-1 / PT-2 GWBM PT-2 GWBM PT-2 GWBM PWT-1 / PT-2 PT-10
302 LOUNGE PFT-2 & 4 PFTB-2 GWBI PT-3 GWBI PT-3 GWBI --- GWBI --- PT-10
308 ELEC SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS
309 TR SDT RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 PT-10
310 MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 PT-10
315 LAUNDRY SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10
S1.1 STAIR 1 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---
S1.2 STAIR 1 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---
S1.3 STAIR 1 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---
S2.1 STAIR 2 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---
S2.2 STAIR 2 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---
S2.3 STAIR 2 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---
S3.1 STAIR 3 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
S3.2 STAIR 3 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
S3.3 STAIR 3 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10
AM
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AMDT R0003
GENERAL NOTES
1. PRODUCTS LISTED BY MANUFACTURER ARE FOR IDENTIFICATION AND
AESTHETIC PURPOSES ONLY. THEY ARE NOT INTENDED TO LIMIT
SELECTION FROM OTHER MANUCATURERS. HOWEVER. COLOR,
PATTERN, TEXTURE AND PROFILES MUST COORDINATE WITH THOSE
LISTED ON THIS FINISH LEGEND IN ORDER TO MAINTAIN COLOR AND
VISUAL INTEGRITY.
2. FINISHES LISTED WITH 'HPD' (HEALTH PRODUCT DECLARATIONS) OR
'MAT ING' (MATERIAL INGREDIENTS) ARE MINIMUM REQUIREMENTS TO
MEET LEED CREDITS AND SUSTAINABILITY GOALS, REFERENCE
SPECIFICATION 01 33 29.
US Army Corps of Engineers ®
SHEET ID
U S
AR
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D R
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D
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B
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D B
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D B
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C O
N
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N O
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N N
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A
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AG
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2 3 4 5 6 7 8 9 10
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H M
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-2 3-
R -2
TB
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FY
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N
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F
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LD
INTERIOR FINISH MATERIALS LEGEND
SPEC SECTION ITEM CODE DESCRIPTION MANUFACTURER NAME / COLOR MNFTR'S NO HPD MAT ING. REMARKS
CASEWORK / MILLWORK
06 41 16.00 10 HPDL-1 HIGH PRESSURE DECORATIVE LAMINATE WILSONART FRISTON ASH 8229K-79 X 06 41 16.00 10 HPDL-2 HIGH PRESSURE DECORATIVE LAMINATE WILSONART ALABASTER D431 X 06 61 16 SSM-1 SOLID SURFACE MATERIAL WILSONART MONTE AMIATA 9911SS X COUNTERTOP AND BACKSPLASH
06 61 16 SSM-2 SOLID SURFACE MATERIAL WILSONART KIMBERLITE X WINDOW SILLS
CEILINGS
09 29 00 GWB GYPSUM WALL BOARD X X
09 90 00 PT-10 PAINT SHERWIN WILLIAMS CEILING BRIGHT WHITE - FLAT
SHEEN
SW7007
DOORS
HMD HOLLOW METAL DOOR ---
HMDF HOLLOW METAL DOOR FRAME --- HOLLOW METAL PAINT (PT-20)- FACTORY
POWDER COATED
09 90 00 PT-20 PAINT SHERWIN WILLIAMS URBANE BRONZE - SEMIGLOSS
SHEEN
SW7048 X HOLLOW METAL FRAME PAINT (PT-20) -
FACTORY POWDER COATED
09 90 00 STN-2 STAIN WOOD DOOR STAIN TO MATCH HPDL-1
FLOORING
SC SEALED CONCRETE
09 30 10 FTS-1 FLOORING TRANSITION STRIP SCHLUTER RENO-U / SATIN NICKEL ALUMINUM - LT TO PFT
09 30 10 PFT-1 PORCELAIN FLOOR TILE ATLAS CONCORDE USA BOHO / SMOKE X X 24 X 48
09 30 10 PFT-2 PORCELAIN FLOOR TILE ATLAS CONCORDE USA BOHO / EARTH X X 24 X 48
09 30 10 PFT-3 PORCELAIN FLOOR TILE ATLAS CONCORDE USA BOHO / BONE X X 24 X 48
09 30 10 PFT-4 PORCELAIN FLOOR TILE ATLAS CONCORDE USA BOHO / EARTH X X 9 X 8 HEXAGON TILE
09 30 10 PFT-5 PORCELAIN FLOOR TILE ATLAS CONCORDE USA BOHO / EARTH X X 12 X 24
09 30 10 PFT-6 PORCELAIN FLOOR TILE ATLAS CONCORDE USA BOHO / SMOKE X X 12 X 24
09 62 38 SDT STATIC DISSIPATIVE TILE ROPPE ESD VINYL STATIC CONTROL TILE /
ELECTRON
X X
09 65 00 FTS-2 FLOORING TRANSITION STRIP ROPPE
09 65 00 LT-1 LINOLEUM TILE FORBO FLOORING MCT / EIGER T2629 X X
09 65 00 LT-2 LINOLEUM TILE FORBO FLOORING MCT / SPARROW T3252 X X
09 67 23.13 SRF SEAMLESS RESINOUS FLOORING STONHARD STONTEC / SANTA CRUZ SMALL FLAKES
12 48 13 WOM WALK OFF MAT CONSTRUCTION SPECIALTIES
TRIM
09 30 10 MTT-1 METAL TILE TRIM SCHLUTER JOLLY / SATIN NICKEL ALUMINUM
09 30 10 MTT-2 METAL TILE TRIM SCHLUTER RONDEC / SATIN NICKEL
ALUMINUM
09 30 10 MTT-3 METAL TILE TRIM SCHLUTER DILEX / SATIN NICKEL ALUMINUM COVE BASE TRIM BETWEEN WALL AND
FLOOR TILE
WALL BASE
09 30 10 PFTB - 2 PORCELAIN FLOOR TILE BASE ATLAS CONCORDE USA BOHO / EARTH X BULLNOSE BASE USED AT WALLS WITH
NO TILE
09 30 10 PFTB-1 PORCELAIN FLOOR TILE BASE NOT USED X
09 65 00 RB-1 RUBBER BASE ROPPE
09 67 23.13 SRFB SEAMLESS RESINOUS FLOORING BASE STONHARD STONTEC / SANTA CRUZ SRF INTERGRAL COVE BASE
WALL PROTECTION
10 26 00 CG CORNER GUARD ACROVYN CO-8 / STAINLESS STEEL
10 26 00 WG WALL GUARD ACROVYN SCR-40N / 1604 DRAMA NEW OAK X
WALLS
06 10 00 PLY PLYWOOD
06 61 16 SSM-3 SOLID SURFACE MATERIAL --- MANUFACTURER'S STANDARD
WHITE
--- X 1/4" THICK SHOWER WALL PANEL
09 29 00 GWB GYPSUM WALL BOARD
09 29 00 GWBI GYPSUM WALL BOARD IMPACT RESISTANT
09 29 00 GWBM GYPSUM WALL BOARD MOISTURE RESISTANT
09 30 10 PWT-1 PORCELAIN WALL TILE ATLAS CONCORDE USA BOHO/ BONE X INSTALLATION: RUNNING BOD 1/3 OFFSET 09 30 10 PWT-2 PORCELAIN WALL TILE ATLAS CONCORDE USA BOHO / SMOKE X INSTALLATION: RUNNING BOD 1/3 OFFSET
09 90 00 PT-1 PAINT SHERWIN WILLIAMS NATURAL CHOICE - EGGSHELL
SHEEN
SW7011 FIELD PAINT
09 90 00 PT-2 PAINT SHERWIN WILLIAMS AMAZING GREY - EGGSHELL
SHEEN
SW7044 FIELD PAINT
09 90 00 PT-3 PAINT SHERWIN WILLIAMS PEWTER GREEN - EGGSHELL
SHEEN
SW6208 ACCENT PAINT
WINDOW TREATMENT
12 21 00 WB WINDOW BLINDS HUNTER DOUGLAS
AM
EN
D M
EN
T
M
AR
C1
FX301
A5
FX303
FIRST FLOOR FIRE ALARM OVERALL
PLAN (BASE BID)
0' - 0"
SECOND FLOOR FIRE PROTECTION
OVERALL PLAN (BASE BID)
12' - 6"
THIRD FLOOR FIRE PROTECTION
OVERALL PLAN (BASE BID)
25' - 0"
A1
FX303
US Army Corps of Engineers ®
SHEET ID
U S
A R
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D B
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D A
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C O
N T
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N O
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IT
A
T
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N N
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A
D A
T E
M A
R K
D E
S C
R
IP
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N
E A
R L W
A G
N E
R
2 3 4 5 6 7 8 9 10
B
C
D
E
F
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FX303
F
IR
E P
R O
T E
C T
IO
N
R
IS
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S E
C T
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N
V
IE
W
J O
IN
T
B A
S E
L E
W
IS
M C
C H
O R
D W
A S
H
IN
G T
O N
S E
A T
T L E
D
IS
T R
IC
T
E
A S
T M
A R
G
IN
A L W
A Y
S O
U T
H S
E A
T T
L E
W
A S
H
IN
G T
O N
C O
N T
R A
C T
O R
N A
M E
S T
R E
E T
A D
D R
E S
S C
IT
Y
S
T A
T E
Z
IP
ID
D e s ig n e r
A u th o r
C h e c k e r
N
O V
E M
B E
R
W D
W -2
-R
-2
W -X
X -X
-X X
X X s /7
-1
-1
F
IL
E
N O
S E
C O
N D
T
IT
L E
U E
P H
B A
R R
A C
K S
F Y
P
N
O P
T
IO
N A
L F
IE
L D
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
3/8" = 1'-0"A1
FIRE PROTECTION RISER SECTION VIEW
SHEET NOTES:
1. PLANS DEPICT EXAMPLE ROUTING OF SPRINKLER PIPING. FINAL ROUTING AND SIZE
SHALL BE BASED ON CONTRACTOR'S SHOP DRAWINGS AND HYDRAULIC CALCULATIONS.
SHOP DRAWINGS AND HYDRAULIC CALCULATIONS MUST BE REVIEWD AND STAMPED BY
A REGISTERED PROFESSINOAL FIRE PROTECTION ENGINEER.
2. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF SPRINKLER HEADS, AND ALL
PIPING WITH ALL OTHERTRADES IN THE BUILDING CONTRACT. SHOP DRAWINGS SHALL
SHOW COORDINATION WITH THE HVAC AND DOMESTIC PIPING, INCLUDING ELEVATIONS
WHERE FIRE PROTECTION PIPING CROSSES HVAC OR DOMESTIC PIPING.
3. ALL SPRINKLER PIPING SHALL BE PITCHED FO DRAINAGE OF THE SYSTEM.
4. MODIFY AS REQUIRED TO PROVIDE SEISMIC PROTECTION PER NFPA 13.
5. ALL ABOVE GROUND SPRINKLER PROTECTION PIPING SHALL BE SCHEDULE 40 BLACK
STEEL. USE OF GALVENIZED PIPE FOR SPRINKLER SYSTEM COMPONENTS IS
PROHIBITED.
6. FOR CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, FOLLOW THE
SPECIFICATIONS. WHERE DRWAINGS EXCEED REQUIREMENTS OF THE SPECIFICATIONS,
FOLLOW THE DRAWINGS.
7. COMPLY WITH UFC 3-600-01. WHERE PLANS AND SPECIFICATIONS EXCEED 3-600-01,
COMPLY WITH PLANS AND SPECIFICATIONS. WHERE THE PLANS AND SPECIFICATIONS
DO NOT MEET THE MINIMUM REQUIREMENTS OF THE UFC 3-600-01, COMPLY WITH THE
UFC 3-600-01.
1/4" = 1'-0"A5
FIRE PROTECTION RISER SECTION VIEW 2
BACKFLOW PREVENTER W/ TAMPER SWITCH
GATE / BUTTERFLY VALVE
WITH TAMPER SWITCH
CHECK VALVE
INDIVIDUAL FLOOR FIRE RISER SYSTEM
TYP. FLOOR FIRE RISER SYSTEM LAYOUT
4" PIPE
2.5" PIPE
2.5" PIPE
M
AR
R
EV
IS
ED
IA
W
A M
D T
R
G3ENEBS9
Rectangle
G3ENEBS9
Rectangle
G3ENEBS9
Text Box
71 2 4 5
M
N
Q
P
S
T
U
R
FX401
A5
MATCH LINE
SEE /A1 FX402
MATCH LINE
SEE /A1 FX402
A1
FX302
BEDROOM
132F
BEDROOM
132E
KITCHEN
132A
CLO
132G
CLO
132D
BATH
132C MECH
132B
CORRIDOR
VEST
STAIR 1
S1.1
BEDROOM
130F
BEDROOM
130E
CLO
130G
CLO
130D
BATH
130C MECH
130B
KITCHEN
130A
KITCHEN
131A
BATH
131CMECH
131B
CLO
131D
CLO
131G
BEDROOM
131F
BEDROOM
131E
BEDROOM
128E
BEDROOM
128F
CLO
128G
CLO
128D
BATH
128C
KITCHEN
128A
MECH
128B
MECH
129B BATH
129C
CLO
129D BEDROOM
129E
BEDROOM
129F
CLO
129G
KITCHEN
129A
BEDROOM
126F
BEDROOM
126E
CLO
126G
CLO
126D
BATH
126C
KITCHEN
126A
MECH
126B
BEDROOM
124E
BEDROOM
124F
CLO
124G
CLO
124D
BATH
124C
KITCHEN
124A
MECH
124B
KITCHEN
127A
BATH
127CMECH
127B
CLO
127D
CLO
127G
BEDROOM
127F
BEDROOM
127E
MECH
125B
KITCHEN
125A
BATH
125C
CLO
125D BEDROOM
125E
BEDROOM
125F
CLO
125G
BEDROOM
122F
BEDROOM
122E
CLO
122G
CLO
122D
BATH
122C
KITCHEN
122A
MECH
122B
MECH
123B
KITCHEN
123A
BATH
123C
CLO
123D
BEDROOM
123E
BEDROOM
123F
CLO
123G
CORRIDOR
BEDROOM
120E
CLO
120D
BATH
120C
MECH
120B
MECH
121B BATH
121C
CLO
121D
BEDROOM
121E
2 4 5
S
T
U
CORRIDOR
KITCHEN
132A
BEDROOM
132F
BEDROOM
132E
CLO
132D
CLO
132G
BATH
132C
MECH
132B
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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N G
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N B
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D E
S
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B Y
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C H
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D B
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A N
S I D
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D A
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C O
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N O
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IC
IT
A
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N N
O
A
D A
T E
M A
R K
D E
S C
R
IP
T
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N
E A
R L W
A G
N E
R
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
FX401
UEPH
F
IR
S T
F L O
O R
F
IR
E P
R O
T E
C T
IO
N
P L A
N A
R E
A A
B
A S
E B
ID
J O
IN
T
B A
S E
L E
W
IS
M C
C H
O R
D W
A S
H
IN
G T
O N
S E
A T
T L E
D
IS
T R
IC
T
E
A S
T M
A R
G
IN
A L W
A Y
S O
U T
H S
E A
T T
L E
W
A S
H
IN
G T
O N
C O
N T
R A
C T
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N A
M E
S T
R E
E T
A D
D R
E S
S C
IT
Y
S
T A
T E
Z
IP
ID
D e s ig n e r
A u th o r
C h e c k e r
N
O V
E M
B E
R
W D
W -2
-R
-2
W -X
X -X
-X X
X X s /7
-1
-1
F
IL
E
N O
S E
C O
N D
T
IT
L E
U E
P H
B A
R R
A C
K S
F Y
P
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N A
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L D
KEY PLAN:
AREA A
BASE BID
AREA B
BASE BID
OPTION
1/8" = 1'-0"A1
FIRST FLOOR FIRE PROTECTION PLAN AREA A (BASE BID)
1/4" = 1'-0"A5
BARRACK DORM ROOM FIRE PROTECTION PLAN (TYP)
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
SHEET NOTES:
1. PLANS DEPICT EXAMPLE ROUTING OF SPRINKLER PIPING. FINAL ROUTING AND SIZE
SHALL BE BASED ON CONTRACTOR'S SHOP DRAWINGS AND HYDRAULIC CALCULATIONS.
SHOP DRAWINGS AND HYDRAULIC CALCULATIONS MUST BE REVIEWED AND STAMPED
BY A REGISTERED PROFESSINOAL FIRE PROTECTION ENGINEER.
2. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF SPRINKLER HEADS, AND ALL
PIPING WITH ALL OTHER TRADES IN THE BUILDING CONTRACT. SHOP DRAWINGS SHALL
SHOW COORDINATION WITH THE HVAC AND DOMESTIC PIPING, INCLUDING ELEVATIONS
WHERE FIRE PROTECTION PIPING CROSSES HVAC OR DOMESTIC PIPING.
3. ALL SPRINKLER PIPING SHALL BE PITCHED FOR DRAINAGE OF THE SYSTEM.
4. MODIFY AS REQUIRED TO PROVIDE SEISMIC PROTECTION PER NFPA 13.
5. ALL ABOVE GROUND SPRINKLER PROTECTION PIPING SHALL BE SCHEDULE 40 BLACK
STEEL. USE OF GALVENIZED PIPE FOR SPRINKLER SYSTEM COMPONENTS IS
PROHIBITED.
6. FOR CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, FOLLOW THE
SPECIFICATIONS. WHERE DRAWINGS EXCEED REQUIREMENTS OF THE SPECIFICATIONS,
FOLLOW THE DRAWINGS.
7. COMPLY WITH UFC 3-600-01. WHERE PLANS AND SPECIFICATIONS EXCEED 3-600-01,
COMPLY WITH PLANS AND SPECIFICATIONS. WHERE THE PLANS AND SPECIFICATIONS
DO NOT MEET THE MINIMUM REQUIREMENTS OF THE UFC 3-600-01, COMPLY WITH THE
UFC 3-600-01.
M
AR
R
EV
IS
ED
IA
W
A M
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G3ENEBS9
Rectangle
G3ENEBS9
Rectangle
G3ENEBS9
Rectangle
G3ENEBS9
Text Box
LEVEL 02
12' - 6"
LEVEL 03
25' - 0"
3/4"ø 1"ø
3/4"ø
3/4"ø
3/4"ø
3/4"ø
DHW
RECIRCULATION PIPE
DHW
RECIRCULATION PIPE
DHW
RECIRCULATION PIPE
Ball Valve 3/4"
Ball Valve 1/2"
Ball Valve 3/4"
Ball Valve 1/2"
Ball Valve 3/4"
Ball Valve 3/4"
Ball Valve 1/2"
3/4"ø
DHW
LEVEL 01
0' - 0"
LEVEL 02
12' - 6"
LEVEL 03
25' - 0"
4"ø
3"
3"ø
ST-2
ST-3
2 1/2"ø
2 1/2"ø
WH-HEADER
ST-HEADER
2"
HW-2-6
2 1/2"
HW-2-4
1 1/2"
HW-2-2
2 1/2"
CW-2-7
2 1/2"
CW-3-7
2 1/2"
HW-3-4
2 1/2"
HW-3-1
2"
HW-3-6
N.G. LINE
2 1/2"ø
2"ø
2 1/2"ø
3"ø
1 1/2"ø2 1/2"ø
ES
A10
G E
LEVEL 02
12' - 6"
LEVEL 03
25' - 0"
G E
LEVEL 02
12' - 6"
LEVEL 03
25' - 0"
US Army Corps of Engineers ®
SHEET ID
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A R
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D A
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N O
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N N
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2 3 4 5 6 7 8 9 10
B
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F
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P-301
UEPH
D O
M E
S T
IC
B
U
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D
IN
G S
E C
T
IO
N
J O
IN
T
B A
S E
L E
W
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M C
C H
O R
D W
A S
H
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G T
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S E
A T
T L E
D
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T R
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A L W
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S O
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H S
E A
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A S
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G T
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C O
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S C
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T A
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IP
ID
A .A lv a ra d o -Y o u n g
A .A
L V
A R
A D
O -Y
O U
N G
S L
IE
N
O V
E M
B E
R
W D
W -2
-R
-2
W -X
X -X
-X X
X X s /7
-1
-1
F
IL
E
N O
S E
C O
N D
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P H
B A
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A C
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GENERAL NOTES
1. GENERAL PIPE LAYOUT SCHEMATIC IN NATURE. PIPE
SIZES PROVIDED. INSTALLER TO FIELD VERIFY PIPE
ROUTING.
2. PROVIDE THE ABILITY TO ISOLATE THE DHW AND DCW
WATER LINES BETWEEN BUILDING FLOORS AND FLOOR
WINGS.
3. PROVIDE THE ABILITY TO ISOLATE THE DHW
RECIRCULATION PIPING.
4. WATER HEADERS SHOWN FOR CLARITY.
5. PROVIDE ISOLATION VALVES AT NATURAL GAS LINE
CONNECTIONS TO EQUIPMENT.
N.T.S.A1
RECIRCULATION PIPE - TYPICAL
N.T.S.A6
MECH RM PLUMBING CHASE -1N.T.S.A4
HALL WAY TRADE CORDINATION
SHEET KEYNOTES P-301
16 PROVIDE PIPE WELL WITH
IMMERSION TEMPERATURE SENSOR
INTEGRATED WITH DDC SYSTEM
23 SECURE TANK TO FLOOR IN
ACCORDANCE WITH CONSTRACT
SPECIFICATIONS. REFERENCE
DRAWING S513 DETAIL E1
25 POINT OF DEMARCATION. AMERICAN
WATER RESPONSIBLE FOR
UPSTREAM OF THIS LINE.
R
E V
IS
E
D I A
W A
M D
T R
M A
R
AMDT R0003
LEVEL 01
0' - 0"
2 1/2"ø2 1/2"ø
2"ø
2 1/2"ø2 1/2"ø
DCW
1 1/2"ø
DCW
3"ø DCW
ST-1
CP-1
WHP-1
2 1/2"
HW-1-1
2 1/2"
CW-1-7
2 1/2"
HW-1-4
1 1/2"
HW-1-2
1 1/2"
HW-1-5
1 1/2"
HW-1-3
2"
HW-1-6
1 1/2"ø
DHW
WH-1
3/4"ø DCW
2"ø DCW
2 1/2"ø
DHW
1"ø DHWR
1"ø DHWR
LEVEL 02
12' - 6"
LEVEL 03
25' - 0"
2 1/2"ø
2 1/2"ø
ST-3
WHP-3
ET-3
2 1/2"
CW-3-7
2 1/2"
HW-3-4
2"
HW-3-6
2 1/2"
HW-3-1
1 1/2"
HW-3-3
1 1/2"
HW-3-5
1 1/2"
HW-3-2
2 1/2"
HW-2-4
1 1/2"
HW-2-2
2"
HW-2-6
2 1/2"
HW-2-1 1 1/2"
HW-2-3
ST-2
ET-2 CP-2
WHP-2
2 1/2"
CW-2-7
1 1/2"
HW-2-5
DRAIN TYP.
WH-3
WH-2
1"ø
2 1/2"ø
2 1/2"ø
1 1/2"ø
2"ø
2 1/2"ø 2 1/2"ø
LEVEL 01
0' - 0"
LEVEL 02
12' - 6"
LEVEL 03
25' - 0"
1 1/2"ø
1"ø DHWR
3/4"ø
1"ø
2 1/2"ø
DRAIN TYP.
3"ø DCW
2 1/2"ø
DHW
ST-1 ET-1
2 1/2"
CW-1-7
CP-1
WHP-1
1 1/2"
HW-1-2
1 1/2"
HW-1-5
2"
HW-1-6
2 1/2"
HW-1-1
1 1/2"
HW-1-3
2 1/2"
HW-1-4
ST-2
CP-2
WHP-2
2 1/2"
HW-2-1
1 1/2"
HW-2-3
1 1/2"
HW-2-5
ST-3
CP-3
WHP-3
2 1/2"
HW-3-1
1 1/2"
HW-3-5
2"
HW-3-6
1 1/2"
HW-3-2
1 1/2"
HW-3-3
DRAIN TYP.
WH-1
WH-2
WH-3
2 1/2"ø
2 1/2"ø
2 1/2"ø
DHW
1"ø US Army Corps of Engineers ®
SHEET ID
U S
A R
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GENERAL NOTES
N.T.S.A1 1st FLOOR MECH ROOM
N.T.S.D1 2nd & 3rd FLOOR MECH ROOM
N.T.S.A5
ALL FLOOR MECH ROOM
1. GENERAL PIPE LAYOUT SCHEMATIC IN NATURE. PIPE
SIZES PROVIDED. INSTALLER TO FIELD VERIFY PIPE
ROUTING.
2. PROVIDE ISOLATION VALVES AT ALL: PUMPS, TANKS,
WATER HEATERS. NOT ALL VALVES ARE SHOWN IN
PRINTS. CONTRACTOR WILL REFERENCE CONTRACT
SPECIFICATIONS FOR FURTHER DETAILS.
3. PROVIDE THE ABILITY TO ISOLATE THE DHW AND
DCW WATER LINES BETWEEN BUILDING FLOORS
AND FLOOR WINGS.
4. PROVIDE THE ABILITY TO ISOLATE THE DWH
RECIRCULATION PIPING.
5. PROVIDE STORAGE TANK PIPING FOR DRAINAGE.
THREADED FOR HOSE ATTACHEMENT.
6. PROVIDE BOILER EMERGENCY SHUTDOWN SWITCH
THAT CONFORMS TO CSD-1 AND CONTRACT
SPECIFICATIONS. LOCATE SWITCH INSIDE THE
MECHANICAL ROOM NEAR THE DOORS.
SHEET KEYNOTES P-302
17 PROVIDE THERMOSTATIC MIXING
VALVES INTERGRATED WITH
WITH BUILDING AUTOMATION
SYSTEM.
23 SECURE TANK TO FLOOR IN
ACCORDANCE WITH CONSTRACT
SPECIFICATIONS. REFERENCE
DRAWING S513 DETAIL E1
R
E V
IS
E
D I A
W A
M D
T R
M A
R
AMDT R0003
US Army Corps of Engineers ®
SHEET ID
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A .A lv a ra d o -Y o u n g
A .A
L V
A R
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N
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B E
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W D
W -2
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HOT WATER HEATERS
MARK TYPE
INPUT
MBH
HEATING
EWT (°F)
HEATING
LWT (°F) VOLTAGE
TURN
DOWN EFFICIENCY PHASE FREQUENCY REMARKS
WH-1 NATURAL
GAS
625 50°F 140°F 120 12:1 93% 1 60 Hz 1,2,3,4,5,6,7
WH-2 NATURAL
GAS
625 50°F 140°F 120 12:1 93% 1 60 Hz 1,2,3,4,5,6,7
WH-3 NATURAL
GAS
625 50°F 140°F 120 12:1 93% 1 60 Hz 1,2,3,4,5,6,7
STORAGE TANK SCHEDULE
MARK TYPE
STORAGE
CAPACITY REMARKS
ST-1 VERTICAL MINIMUM, 833 GAL. 1,2,3
ST-2 VERTICAL MINIMUM, 833 GAL. 1,2,3
ST-3 VERTICAL MINIMUM, 833 GAL. 1,2,3
HOT WATER HEATER PUMP SCHEDULE
MARK
MOTOR
(HP) GPM
HEAD (FT
H20) VOLTAGE PHASE HERTZ REMARKS
WHP-1 0.06 12.9 14 120 1 60Hz 1,2
WHP-2 0.06 12.9 14 120 1 60Hz 1,2
WHP-3 0.06 12.9 14 120 1 60Hz 1,2
1. CONDENSING WATER HEATER DESIGNED FOR USE WITH POTABLE WATER SYSTEM. PROVIDE MANUFACTURER RECOMMENDED PUMP. BASIS OF DESIGN IS A DOMESTIC HOT WATER HEATER NOT A DOMESTIC HOT WATER BOILER. IF A DOMESTIC HOT WATER BOILER IS SELECTED THE UFGS 23 52 00 BOILER REQUIREMENTS WILL BE APPLICABLE.
2. DESIGN BASED ON WATER HEATER DIMENSIONS OF 28"W x 52"L x 76"H.
3. BASIS OF DESIGN 1 ELECTRICAL CONNECTION TO WATER HEATER-- ELECTRICAL LOAD 120V, SINGLE PHASE, 20 AMPS. FOR HOT WATER HEATER, TOTAL LOAD BASED ON 11 FLA. 24V FOR CONTROLS.
4. PROVIDE CONDENSATE NEUTRALIZER KIT IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.
5. PROVIDE HOT WATER HEATERS THAT ARE COMPATIBLE WITH COMMON FLUE CONNECTIONS IN ACCORDANCE WITH INTERNATIONAL FUEL GAS CODE AND MANUFACTURERS RECOMMENDATIONS. ENSURE HOT WATER
HEATER WILL FUNCTION WITH FLUE LENGTHS IN THE DESIGN PRINTS.
6. PROVIDE EMERGENCY MANUAL REMOTE SHUTDOWN SWITCH FOR WATER HEATERS AT ALL MECHANICAL ROOMS CONFORMING TO REQUIREMENTS OF ASME CSD-1. LOCATE SWITCH INSIDE THE MECHANICAL DOOR.
ACTIVATION OF EMERGENCY SHUTDOWN SWITCH SHALL IMMEDIATELY SHUT OFF THE ENERGY SUPPLY TO WATER HEATER AND ALL OTHER GAS-FIRED EQUIPMENT IN THE MECHANICAL ROOM.
7. PROVIDE A FLAME SAFEGUARD WITH TROUBLESHOOT MODULE THAT IS COMPATIBLE WITH DDC SYSTEM. FLAME SAFEGUARD FUNCTIONS SHALL INCLUDE: AUTOMATIC BURNER SEQUENCING, FLAME SUPERVISION, SYSTEM STATUS INDICATION, SYSTEM OR SELF-DIAGNOSTICS AND TROUBLESHOOTING
GENERAL SHEET NOTES
1. CONTRACTOR WILL REFERENCE CONTRACT SPECIFICATIONS FOR MORE EQUIPMENT DETAILS.
2. PROVIDE 4-INCH CEMENT PADS FOR STORAGE TANKS, HOT WATER HEATERS, AND FLOOR MOUNTED PUMPS.
3. CONTRACTOR WILL FIELD VERIFY EQUIPMENT WILL FIT IN MECHANICAL ROOM.
4. CONTRACTOR WILL INSTALL EQUIPMENT WITH MANUFACTURERS RECOMMEND WORK CLEARANCE, IN ACCORDANCE WITH CONTRACT SPECIFICATIONS, AND INTERNATIONAL MECHANICAL CODE WORK CLEARANCE
REQUIREMENTS, WHICH EVERY IS GREATER.
1. DESIGN BASED ON 1,000 GALLON WATER STORAGE TANK WITH DIMENSIONS OF 64"
DIAMETER x 92" HEIGHT.
2. PROVIDE STORAGE TANK INSULATION IAW CONTRACT SPECIFICATIONS AND
ASHRAE 90.1
3. PROVIDE FLOW DIFFUSER AT DCW CONNECTION TO TANK.
1. PROVIDE DOMESTIC HOT WATER HEATER MANUFACTURES RECOMMENDED PUMPS.
2. SET PUMP FLOW AT THE MANUFACTURERS RECOMMENDED FLOW FOR A 90°F TEMPERATURE INCREASE ACROSS THE HOT WATER HEATER IN
ONE PASS.
3. PROVIDE CONSTANT FLOW PUMPS.
RECIRCULATION PUMP-DHW
MARK FLOW
PUMP
HEAD
(FT)
ELECTRICAL DATA
REMARKS
MOTOR
HP VOLTAGE PHASE FREQUENCY
CP-1 6.5 GPM 23.3 60 W 120 V 1 60 Hz 1,2
CP-3 6.5 GPM 23.3 60 W 120 V 1 60 Hz 1,2
CP-2 6.5 GPM 23.3 60 W 120 V 1 60 Hz 1,2
1. PROVIDE PUMP CONTROLS AND OTHER FITTINGS IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.
2. INTEGRATE PUMP WITH BUILDING AUTOMATION SYSTEM.
THERMOSTATIC MIXING VALVE
MARK DESCRIPTION SETPOINT ACCURACY
PRESSURE
DROP
MAX
FLOW
MIN
FLOW REMARKS
TMV-1 Thermostatic Mixing
Valve
120°F +/-2°F 5 PSI 60 GPM 0.5 GPM 1,2,3
TMV-2 Thermostatic Mixing Valve
120°F +/-2°F 5 PSI 60 GPM 0.5 GPM 1,2,3
TMV-3 Thermostatic Mixing Valve
120°F +/-2°F 5 PSI 60 GPM 0.5 GPM 1,2,3
1. PROVIDE…
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