am_08_17JUN22.pdf
PDF 5 MB Posted
- Attached to
- Construction of a Central Chilled Water Plant
- Solicitation number
- W9126G22R0043
About this file
This document package includes drawings and specifications for the construction of a central chilled water plant at Fort Hood, Texas. The solicitation was issued by the U.S. Army Corps of Engineers Engineering District Fort Worth on November 8, 2021, with proposals due on July 1, 2022. The project involves demolishing existing chillers and constructing new chilled water lines and building connections to support central plant operations. Drawings show site plans, utility plans, and a building hydronic piping plan. Specifications require heating trace on exterior chilled water pipes, thrust blocks, valve details, and notes on trenching, sodding or hydromulching disturbed areas.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| CEP_Site_Visit_Roster_02JUN22.pdf | ||
| am_7_08JUN22.pdf | ||
| am_06_31MAY22_Part1.pdf | ||
| am_06_31MAY22_Part2.pdf | ||
| am_06_31MAY22_Part3.pdf | ||
| am_06_31MAY22_Part4.pdf | ||
| am_5_12APR21.pdf | ||
| am_4_17DEC21.pdf | ||
| am_3.pdf | ||
| am_3.pdf | ||
| am_2_30NOV21.pdf | ||
| CEP Site Visit Roster.pdf | ||
| am_1.pdf | ||
| JA Replace Fuel Facilty for Monaco_22R0043_Redacted.pdf | ||
| Electrical Meters_JA_22R0043_Redacted.pdf | ||
| G22R0043_08NOV21.pdf | ||
| G22R0043_Drawings.pdf | ||
| JA_Fort Hood_HVAC Chillers_Redacted.pdf |
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Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
J
PAGE OF PAGES
1 3
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)
0008 17-Jun-2022
6. ISSUED BY CODE W9126G 7. ADMINISTERED BY (If other than item 6) CODE
US ARMY ENGINEER DISTRICT, FORT WORTH
ATTN: CESWF-CT
819 TAYLOR ST, ROOM 2A19
P.O. BOX 17300
FORT WORTH TX 76102-0300
See Item 6
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code)
X 9A. AMENDMENT OF SOLICITATION NO.
W9126G22R0043
X 9B. DATED (SEE ITEM 11)
08-Nov-2021
10A. MOD. OF CONTRACT/ORDER NO.
CODE
FACILITY CODE
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
This Solicitation is for the Construction of Fort Hood Central Chilled Water Plant.
See SF30 Continuation Sheet(s)
NOTE: The Proposal Receipt date is set for 1 July 2022; 1:00 pm, CT, as previously announced.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
15B. CONTRACTOR/OFFEROR
15C. DATE SIGNED
TEL:
16B. UNITED STATES OF AMERICA
EMAIL:
16C. DATE SIGNED
(Signature of person authorized to sign)
BY
(Signature of Contracting Officer)
EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
30-105-04 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
CHANGES TO SOLICITATION W9126G22R0043
CHANGES TO THE DRAWINGS
W9126G22R0043
1. Replacement Drawing - Replace the drawing noted below with the attached drawing of the same number, W9126G22R0043, AMENDMENT 0008.
CU-104 UTILITY PLAN 4
CU-104a UTILITY PLAN 4 Base Bid + Option 1 & 6 CU-105 UTILITY PLAN Base Bid and Option 6 CU-105a UTILITY PLAN Base Bid and Option 1 & 6
2. New Drawing - Replace the drawing noted below with the attached drawing of the same number, W9126G22R0043, AMENDMENT 0008
MP-113 BLDG 14022 HYDRONIC PIPING PLAN
End of Summary of Changes
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WIRING AND CONDUITS BACK TO THE ASSOCIATED
DEMOLISH AND REMOVE ALL EXISTING CHILLER
1. FOR EACH BUILDING CHILLER TO BE DEMOLISHED,
CHILLER DEMO NOTES:
d
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SODDED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
2. (BID OPTION 1) ALL UNPAVED GRADED OR AREAS DISTURBED BY
SEE SPECIFICATIONS.
HYDROMULCHED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
1. (BASE BID) ALL UNPAVED GRADED OR AREAS DISTURBED BY
GENERAL NOTES:
2. SEE VALVE DETAILS ON M-504
1. SEE THRUST BLOCK DETAILS ON M-503
NOTES:
R E
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REMOVED AND PROVIDED TO DPW.
7. OPTION 6 - EXISTING BUILDING CHILLER TO BE
AND PROVIDED TO DPW.
6. EXISTING BUILDING CHILLER TO BE REMOVED
5. EXISTING BUILDING CHILLER TO BE DEMOLISHED.
CONNECTION OUTSIDE OF ENCLOSURE.
4. VALVE BOX PIPING NEAR EXISTING PAD.
SUPPORTS.
3. PIPING UP TO CONECTION ON GROUND MOUNTED
FOR BUILDING CONNECTION REQUIREMENTS.
REFER TO MECHANICAL MP AND DETAIL SHEETS
BELOW GROUND PIPE TO BUILDING CONNECTION.
2. VALVE BOX NEXT TO EXISTING CHILLER PAD.
1. VALVE BOX ONLY. NO BUILDING CONNECTION.
KEYED NOTES:
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FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
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N C . R
E T
A I N I
L L
C O
N C
R E
M P
10' BRICK WALL
C O
N C
R E
I V
E
C O
N C
R E
L K
C O
N C
R E
I V
E
C O
N C
R E
L K
B U I L
D I N
G S
T O
I C
K
C O
N C
R E
L K
F F
.7
BRICK WALL
C O
N C
R E
T E
A S
P H
A L
I V
E
C O
N C
R E
L K
CONCRETE WALK
CONCRETE WALK
C O
N S
T R
U C
T I O
N B
U I L
D I
U
D E
R
B U I L
D I N
G S
T O
I C
K
F F
.2
C O
N S
T R
U C
T I
N C
E C
H A I
STEPS
DUMPSTER
A
C
B U I L
D I N
G S
T O
I C
K
SHED
METAL
F F
.3
F F
.6
B U I L
D I N
G S
T O
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K
FF=919.09'
FF=918.99'
C O
N C
R E
T E
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R I
L
LC
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C R
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E
A
C
COVER
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R I
L L
C O
N C . R
E T
A I N I
L L
C O
N C . R
E T
A I N I
L L
C O
N C
R E
M P
10' BRICK WALL
C O
N C
R E
I V
E
C O
N C
R E
L K
C O
N C
R E
I V
E
C O
N C
R E
L K
B U I L
D I N
G S
T O
I C
K
C O
N C
R E
L K
F F
.7
BRICK WALL
C O
N C
R E
T E
A S
P H
A
I V
E
C O
N C
R E
L K
CONCRETE WALK
CONCRETE WALK
C O
N S
T R
U C
T I O
N B
U I L
D I
D E
R
B U I L
D I N
G S
T O
I C
K
F F
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C O
N S
T R
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T I
N C
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H A
A
C
F
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C P
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7.0'
THROAT
4.0'
THROAT
4.0'
THROAT
C
37th STREET37th STREET 37th STREET
21" RCP
S T
R T E
915 915
E M
E R
G E
N
V
H
IC
L
E M
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G E
N
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S H
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S H
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6 1
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T A
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FH-80874-CEP-CU-104.dgn 6/15/2022 2:59:43 PM
.5
T P
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T P
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T C
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T P
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T C
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N C
R E
L K
CONCRETE WALK
' W
O
N C
E
P A
R K I N
G A
S P
H A
L T
P A
R K I N
G A
S P
H A
L T
H A
N D
R A I L
W I T
H S
T A I R
S
L O
A D I
C K
C O
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T E
C O
N C
C O
N C
R E
L K
CONCRETE WALK
' W
O
N C
E
P A
R K I N
G A
S P
H A
L T
P A
R K I N
G A
S P
H A
L T
H A
N D
R A I L
W I T
H S
T A I R
S
L O
A D I
C K
C O
N C
R E
T E
C O
N C
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
A
C
A
C
A
C
A
C
A
C
A
C
CONC
GATE
LINK
6' CHAIN
LOADING DOCK
COVERED CONC.
GATE
LINK
6' CHAIN
GATE
2' METALGATE
2' METAL
CONCRETE WALK
CONCRETE DRIVE
CONC
GATE
LINK
6' CHAIN
LOADING DOCK
COVERED CONC.
GATE
LINK
6' CHAIN
GATE
2' METALGATE
2' METAL
CONCRETE WALK
CONCRETE DRIVE
G
M O
N S
IV
A
IS
G
M O
N S
IV
A
IS
N
SCALE IN FEET
40' 40' 80'
J
M C
K E
N Z
IE
THRUST BLOCK TB-
TB-2
T B -2
TB-2
T B -3
TB-3
CU-103
CU-104
CU-104
CU-105
CU-104A
B A
S E B
ID
O
P T
IO
N A
N D
U T
IL
IT
Y P
L A
N
LINE G1 PART OF BID OPTION 1
TB-4
T B -4
TB-4
TB-3
TB-4
TB-4
TB-4
TB-4
TB-4TB-4
TB-4
STREET
BY BORING UNDER
TO BE INSTALLED
CHILLED WATER LINE
V
A M
A D
D E
D N
O T
E S F
O R B
O R
IN
G U
N D
E R S
T R
E E
DISCONNECT SWITCH.
WIRING AND CONDUITS BACK TO THE ASSOCIATED
DEMOLISH AND REMOVE ALL EXISTING CHILLER
1. FOR EACH BUILDING CHILLER TO BE DEMOLISHED,
D E
D N
O T
E S F
O R C
H
IL
L E
R D
E M
O D
E C
A M
M A
Y
A M
R E
V S C
W L s B
L D
G C
O N
N E
C T
IO
N S f
7 3
TB-4
T B -4
SEE SPECIFICATIONS.
SODDED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
2. (BID OPTION 1) ALL UNPAVED GRADED OR AREAS DISTURBED BY
SEE SPECIFICATIONS.
HYDROMULCHED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
1. (BASE BID) ALL UNPAVED GRADED OR AREAS DISTURBED BY
GENERAL NOTES:
2. SEE VALVE DETAILS ON M-504.
1. SEE THRUST BLOCK DETAILS ON M-503.
NOTES:
R E
V G
E N N
O T
E
R E
M O
V E
D U
T
IL
IT
Y N
O T
E R
E L
A T
E D T
O B
ID
O
P T
A M
J U
N
REMOVED AND PROVIDED TO DPW.
7. OPTION 6 - EXISTING BUILDING CHILLER TO BE
AND PROVIDED TO DPW.
6. EXISTING BUILDING CHILLER TO BE REMOVED
5. EXISTING BUILDING CHILLER TO BE DEMOLISHED.
CONNECTION OUTSIDE OF ENCLOSURE.
4. VALVE BOX PIPING NEAR EXISTING PAD.
SUPPORTS.
3. PIPING UP TO CONECTION ON GROUND MOUNTED
FOR BUILDING CONNECTION REQUIREMENTS.
REFER TO MECHANICAL MP AND DETAIL SHEETS
BELOW GROUND PIPE TO BUILDING CONNECTION.
2. VALVE BOX NEXT TO EXISTING CHILLER PAD.
1. VALVE BOX ONLY. NO BUILDING CONNECTION.
KEYED NOTES:
A C
A C
A C
A C
S D
G
G
G
C O
C O
C O
C
OC
O
C O
C O
C O
C O
S S
E
LE
L
T C
37TH STREET
W
W
W
W
W
W
W
S D
S D
14023 14022
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
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T
IO
N
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T E J E
N S
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N
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F O
R T H
O O
D T
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A S
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T
W
G
R
W
W
W
W
W
4"4"
3"
8" 8" 4"
4"
6"
2+00
3+00
4+00
8+00
9+00
10+00
P I
.7
C W
L s
L
W L s
L
CWLs LINE E
P I
0+ .8
C W
L s
L
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STRT E1
0+00
END E1
0+65.01
P I
E
0+ .8
CWLs LINE E
CWLs LINE E2
CWLs LINE E3C W
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L
END E
10+93.79
2+00
P I 1+
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P I
.8
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L s
L
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C W
L s
L
CWLs LINE G
C W
L s
L
P I
.1
P I
1+ 20.48
CWLs LINE F CWLs LINE F CWLs LINE F
CWLs LINE F3
CWLs LINE F2
END F2
1+38.82
S T
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C W
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L
IN
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F
C W
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L
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F
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L
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10"10"
4"
WW
W
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W
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P I
1+55.39
END E2
S T
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2+ 11.90
P I
2+59.14
END E3
1+00
2+00
3+00
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.3
T S
.6
T S
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T S
.5
T S
.6
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.2
T S
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C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
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IR
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6" FIRE
EXIST 6" WATER LINE TO REMAIN
S D
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G
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B U I L
D I N
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FF=918.99'
C O
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E
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L L
C O
N C
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M P
10' BRICK WALL
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E
C O
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C O
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E
C O
N C
R E
L K
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I C
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C O
N C
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L K
F F
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BRICK WALL
C O
N C
R E
T E
A S
P H
A
I V
E
C O
N C
R E
L K
CONCRETE WALK
CONCRETE WALK
C O
N S
T R
U C
T I O
N B
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D I
D E
R
B U I L
D I N
G S
T O
I C
K
F F
.2
C O
N S
T R
U C
T I
N C
E C
H A
A
C
B U I L
D I N
G S
T O
I C
K
SHED
METAL
F F
.3
F F
.6
B U I L
D I N
G S
T O
I C
K
FF=919.09'
FF=918.99'
C O
N C
R E
T E
' B
R I
L
LC
O N
C R
E T
E
A
C
COVER
' B
R I
L L
C O
N C . R
E T
A I N I
L L
C O
N C . R
E T
A I N I
L L
C O
N C
R E
M P
10' BRICK WALL
C O
N C
R E
I V
E
C O
N C
R E
L K
C O
N C
R E
I V
E
C O
N C
R E
L K
B U I L
D I N
G S
T O
I C
K
C O
N C
R E
L K
F F
.7
BRICK WALL
C O
N C
R E
T E
A S
P H
A
I V
E
C O
N C
R E
L K
CONCRETE WALK
CONCRETE WALK
C O
N S
T R
U C
T I O
N B
U I L
D I
D E
R
B U I L
D I N
G S
T O
I C
K
F F
.2
C O
N S
T R
U C
T I
N C
E C
H A
A
C
F
L
.3
T O
P
.7
I N
L E
T
18" RCP
F
L .0
T O
P .5
S
D
" R
C P
" R
C P
" R
C P
A B
D F
.9
F
.0
F
.0
F
.0
T O
P .1
S
D
" R
C P
F
L .4
T O
P .2
S
D
" R
C P
F
L .4
T O
P .6
S
D M
H " P
V C
F
L .5
T O
P .5
I N
L E
T
" R
C P
" R
C P
F
L .4
T O
P .7
S
D
L .1
' E
F
L .8
' N
T O
P .9
S
D
7.0'
THROAT
4.0'
THROAT
4.0'
THROAT
C
37th STREET37th STREET 37th STREET
21" RCP
S T
R T E
915 915
DD
923923
FH-80874-CEP-CU-104A.dgn 6/15/2022 4:00:42 PM
M O
N S
IV
A
IS
G
M O
N S
IV
A
IS
40' 0 40' 80'
SCALE IN FEET
N
J
M C
K E
N Z
IE
C U -1
C U -1
TB-4
THRUST BLOCK TB-
CU-105
(B A
S E B
ID
A
N D O
P T
IO
N
U T
IL
IT
Y P
L A
N
T B -4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
DISCONNECT SWITCH.
WIRING AND CONDUITS BACK TO THE ASSOCIATED
DEMOLISH AND REMOVE ALL EXISTING CHILLER
1. FOR EACH BUILDING CHILLER TO BE DEMOLISHED,
D E
D N
O T
E S F
O R C
H
IL
L E
R D
E M
O A
M
D E
C
.0
E N
D F
M A
Y
A M
4"
REMOVED AND PROVIDED TO DPW.
7. OPTION 6 - EXISTING BUILDING CHILLER TO BE
AND PROVIDED TO DPW.
6. EXISTING BUILDING CHILLER TO BE REMOVED
5. EXISTING BUILDING CHILLER TO BE DEMOLISHED.
CONNECTION OUTSIDE OF ENCLOSURE.
4. VALVE BOX PIPING NEAR EXISTING PAD.
SUPPORTS.
3. PIPING UP TO CONECTION ON GROUND MOUNTED
CONNECTION REQUIREMENTS.
REFER TO MECHANICAL MP SHEETS FOR BUILDING
BELOW GROUND PIPE TO BUILDING CONNECTION.
2. VALVE BOX NEXT TO EXISTING CHILLER PAD.
1. VALVE BOX ONLY. NO BUILDING CONNECTION.
KEYED NOTES:
SEE SPECIFICATIONS.
SODDED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
2. (BID OPTION 1) ALL UNPAVED GRADED OR AREAS DISTURBED BY
SEE SPECIFICATIONS.
HYDROMULCHED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
1. (BASE BID) ALL UNPAVED GRADED OR AREAS DISTURBED BY
GENERAL NOTES:
2. SEE VALVE DETAILS ON M-504.
1. SEE THRUST BLOCK DETAILS ON M-503.
NOTES:
f
R E
V S C
H W L
IN
E S A
L
IG
N M
E N
T C
O N
N E
C T
IO
N S
R E
V G
E N N
O T
E
R E
V S C
H W L
IN
E S A
L
IG
N M
E N
T C
O N
N E
C T
IO
N S
A M
J U
N
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T P
N
C E
N T
R A
L E
N E
R G
Y P
L A
N T
F O
R T H
O O
D T
E X
A S
O C
T
W
G
R
4"
3"
6"
6"
3"
W
W
W
W
4"
6"
6"
6" 6"
3"
3"
3"
3"
CWLs LINE G CWLs LINE G
1+00
2+00
P I
.5
STRT G2
0+00
C W
L s
L
E N
D G
.9
CWLs LINE G
CWLs LINE G
CWLs LINE G
C W
L s
L
C W
L s
L
C W
L s
L
0+00
CWLs LINE F C
W L s
L
CWLs LINE F4
CWLs LINE F
CWLs LINE F
CWLs LINE F
6"
6"
4"
6"
3"
6"
P I
.3
4"
W
6"
C W
L s
L
2+ 71.52
P I
1+00
1+ 16.44
P I
2+ .3
P I
2+ .6
PI
1+00
1+ 57.51
P I
.6
P I
0+00
STRT G4
2+72.61
END G4
1+00
2+00
.2 1 P I
.1
P I
0+00
STRT G6
.0
E N
D G
2+99.77
END F4
0+00
STRT F4
W 3"
.4
P I
6+00
10+00
.3 P I
.8
P I F
10+ 21.72
P I F
9+ 97.64
P I F
0+10.29
END F5
0+00
STRT F5
CWLs LINE F7
.6
E
N D F
AC
AC
SD
SD
SD
SD
SD
SD
SD
916 9 4 9
UFO
UFO
UFO
G
G
G
G
G
G
G
SD
SD
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TC
EL
TC
TC
TC
TC
TC
P
E
12006
12008
12009
12003
12004
R D S
T R
E E
T
W
W
W
W
W
W
SD
W
913 913
BM 3
R D
S
T
R D
S
T
R D
S
T
12004
12005
12003
12006
12002
12001 12011
12010
1200912009
12008
12007
12012
E X
IS
T
W T
O R
E M
A
IN
E X
IS
T
W T
O R
E M
A
IN
6" FIRE
F
IR
E
E X
IS
T
W T
O R
E M
A
IN
E X
IS
T
W T
O R
E M
A
IN
6" FIRE
F
IR
E
6" FIRE
F
IR
E
6" FIRE
SD
SD
SD
SD
SD
SD
SD
UFO
UFO
UFO
G
G
G
G
G
G
G
SD
SD
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TC
EL
TC
TC
TC
TC
TC
P
E
W
W
W
W
W
W
SD
W
W
LOADING DOCK
CONCRETE
C O
N C
R E
I V
E
HANDRAIL
WITH
STAIRS
#12000
BUILDING
1-STORY METAL
#12001
BUILDING
1-STORY BRICK
FF=913.48'
#12011
BUILDING
1-STORY BRICK
FF=906.37'
#12010
BUILDING
1-STORY BRICK
FF=907.85'
FF=904.49'
C O
N C
R E
L K
A/C
CONCRETE
CONC
A/CA/C
CONCRETE WALK
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
CONCRETE WALK
GRAVEL
GRAVEL
CONCRETE WALK
PARKING
ASPHALT
PARKING
ASPHALT
CONC
A/C x4
A
C x
HANDRAIL
WITH
STEPS
S H
E D
F R
A M
E
F/L: 910.06'
TOP: 912.06'
(UNKNOWN)
MANHOLE
F R
E E
Z E
R
A/C
A/C
A/C
CONC
#12007
BUILDING
1-STORY BRICK
F F
.7
ASPHALT DRIVE
G R
A V
A I L
C O
N C
R E
L K
#12018
BUILDING
1-STORY BRICK
G R
A V
A I L
EXERCISE AREA
EXERCISE AREA
C O
N C
R E
L K
CONCRETE WALK
WALL
BRICK
AREA
LANDSCAPE
#12012
BUILDING
1-STORY BRICK
FF=904.50'
F F
.0
DRIVE
CONCRETE
11' BRICK WALL
B R I
L L
HANDRAIL
C O
N C
CONC. CURB
CONC. RETAINING WALL
CONC. RETAINING WALLL
O
A D I
C K
C O
V E
R
N C
CONCRETE RAMP
METAL RAIL
SHED
FRAME
x2
CONTAINER
METAL
CONEX
12026
BENCH
COVERED
SHED
FRAME
A/C
CURB
CONC. FLAT
C O
N C
F L
R B
C O
N C
F L
R B
C O
N C
R E
L K
C O
N C
R E
L K
G A
T E
S
M E
T A
L
F/L 900.84'
TOP 904.34'
INLET
R C
P
R C
P
F/L=899.00'
TOP=905.80'
GRATE INLET
8" RCP
R C
P
R C
P
F
L .0
T O
P .2
C O
M M
F/L=898.81'
TOP=908.06'
COMM
F
L .9
T O
P .6
C O
M M
MARKER
OPTIC
FIBER
C O
M M
U N I C
A T I
N
E
U N
D E
R G
R O
U N
D C
O M
M U
N I C
A T I
N
E
U N
D E
R G
R O
U N
D
F/L =901.35'
TOP=905.35'
SDMH
18" RCP
18" RCP
R C
P
24" RCP
R C
P D
O U
B L
E
R C
P D
O U
B L
E
R C
P
F/L B=897.75' F/L A=894.25'
TOP=901.25'
SDMH
A
B
F/L=894.81'
TOP=901.61'
SDMH
D O
U B
L E
R C
P
F/L=896.48'
TOP=904.43'
SDMH
DOUBLE 54" RCP
TOP=908.79'
SDMH
STOP
ELEV:901
.71'
N:103
0.816
E:310 3318.
LPCP #14
ELEV:901
.71'
N:103
0.816
E:310 3318.
LPCP #14
ELEV:901
.71'
N:103
0.816
E:310 3318.
LPCP #14
NO PARKING
2+52.91
END G6
RESERVED
NO PARKING
RESERVEDPOLE ONLY
POLE ONLY
ELEV:910
.41'
E:310
.830
ELEV:910
.41'
E:310
.830
ELEV:910
.41'
E:310
.830
4 7
(2) 3.3'
THROAT
32" ASH
70" ASH
MYRTLE
CRAPE
12" PINE
24" ASH16" PINE
14" PECAN
24" OAK
TAG 12018
18" SYCAMORE
TAG 12018
34" SYCAMORE
TAG 12018
14" SYCAMORE
TAG 12012
29" MULBERRY
FH-80874-CEP-CU-105.dgn 6/15/2022 3:53:19 PM
M O
N S
IV
A
IS
G
M O
N S
IV
A
IS
40' 0 40' 80'
SCALE IN FEET
N
J
M C
K E
N Z
IE
C U -1
C U -1
TB-4
TB-4
THRUST BLOCK TB-
CU-105A
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
TB-4
T B -4
TB-4
TB-4
TB-4
DISCONNECT SWITCH.
WIRING AND CONDUITS BACK TO THE ASSOCIATED
DEMOLISH AND REMOVE ALL EXISTING CHILLER
1. FOR EACH BUILDING CHILLER TO BE DEMOLISHED,
D E
D N
O T
E S F
O R C
H
IL
L E
R D
E M
O D
E C
A M
PART OF BID OPTION 1
LINE F STA 10+96.02 TO END
TB-4
PART OF BID OPTION 1
LINE G3 STA 0+00 TO END
(B A
S E B
ID
A
N D O
P T
IO
N S
U T
IL
IT
Y P
L A
4"
M
M A
Y
REMOVED AND PROVIDED TO DPW.
7. OPTION 6 - EXISTING BUILDING CHILLER TO BE
AND PROVIDED TO DPW.
6. EXISTING BUILDING CHILLER TO BE REMOVED
5. EXISTING BUILDING CHILLER TO BE DEMOLISHED.
CONNECTION OUTSIDE OF ENCLOSURE.
4. VALVE BOX PIPING NEAR EXISTING PAD.
SUPPORTS.
3. PIPING UP TO CONECTION ON GROUND MOUNTED
CONNECTION REQUIREMENTS.
REFER TO MECHANICAL MP SHEETS FOR BUILDING
BELOW GROUND PIPE TO BUILDING CONNECTION.
2. VALVE BOX NEXT TO EXISTING CHILLER PAD.
1. VALVE BOX ONLY. NO BUILDING CONNECTION.
KEYED NOTES:
SEE SPECIFICATIONS.
SODDED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
2. (BID OPTION 1) ALL UNPAVED GRADED OR AREAS DISTURBED BY
SEE SPECIFICATIONS.
HYDROMULCHED TO RE-ESTABLISH TURF AND VEGETATION,
TRENCHING FOR NEW CHILLED WATER LINES SHALL BE
1. (BASE BID) ALL UNPAVED GRADED OR AREAS DISTURBED BY
GENERAL NOTES:
2. SEE VALVE DETAILS ON M-504.
1. SEE THRUST BLOCK DETAILS ON M-503.
NOTES:
R E
V S C
H W L
IN
E S A
L
IG
N M
E N
T C
O N
N E
C T
IO
N S f
R E
V G
E N N
O T
E S
PART OF BID OPTION 1
LINE G5 STA 0+00 TO END
A D
D E
D N
O T
E F
O R L
IN
E G
A
M
J U
N
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T P
N
C E
N T
R A
L E
N E
R G
Y P
L A
N T
F O
R T H
O O
D T
E X
A S
O C
T
W
G
R
4"
3"
6"
6"
3"
W
W
W
W
W
W
4"
6"
6"
4"
4"
2"
6" 6"
3"
3"
3"
3"
3"
3"
3"
CWLs LINE G CWLs LINE G
C W
L s
L
1+00
2+00
P I
.5
STRT G2
0+00
C W
L s
L
E N
D G
.9
1+00
0P I
.9 8 P
I
2+ 25.07
STRT G5
0+00
END G5
2+31.09
CWLs LINE G
CWLs LINE G
CWLs LINE G
C W
L s
L
C W
L s
L
C W
L s
L
1+00
2+00
C W
L s
L
END G3
2+52.92
C W
L s
L
STRT G3
0+00
CWLs LINE F
C W Ls
LI
N E
F
C W
L s
L
CWLs LINE F4
CWLs LINE F
CWLs LINE F
CWLs LINE F
CWLs LINE F
6"
6"
4"
6"
4"
W
3"
3"
6"
P I
.3
4"
W
6"
C W
L s
L
2+ 71.52
P I
1+00
1+ 16.44
P I
2+ .3
P I
2+ .6
PI
1+00
1+ 57.51
P I
.6
P I
0+00
STRT G4
2+72.61
END G4
1+00
2+00
.2 1 P I
.1
P I
0+00
STRT G6
.0
E N
D G
2+99.77
END F4
0+00
STRT F4
W 3"
.4
P I
6+00
10+00
14+00
.3 P I
11+ 72.55
P I
11+ 87.32
P I
13+01.33 P I
14+27.10
PI
14+48.1
PI
.8
P I F
10+ 21.72
P I F
9+ 97.64
P I F
0+10.29
END F5
0+00
STRT F5
.5
E N
D F CWLs LINE F7
.6
E
N D F
S T
R T F
AC
AC
SD
SD
SD
SD
SD
SD
SD
916 9 4 9
UFO
UFO
UFO
G
G
G
G
G
G
G
SD
SD
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TC
EL
TC
TC
TC
TC
TC
P
E
12006
12008
12009
12003
12004
R D S
T R
E E
T
W
W
W
W
W
W
SD
W
913 913
BM 3
R D
S
T
R D
S
T
R D
S
T
12004
12005
12003
12006
12002
12001 12011
12010
1200912009
12008
12007
12012
E X
IS
T
W T
O R
E M
A
IN
E X
IS
T
W T
O R
E M
A
IN
6" FIRE
F
IR
E
E X
IS
T
W T
O R
E M
A
IN
E X
IS
T
W T
O R
E M
A
IN
6" FIRE
F
IR
E
6" FIRE
F
IR
E
6" FIRE
SD
SD
SD
SD
SD
SD
SD
UFO
UFO
UFO
G
G
G
G
G
G
G
SD
SD
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TC
EL
TC
TC
TC
TC
TC
P
E
W
W
W
W
W
W
SD
W
W
TB-4
LOADING DOCK
CONCRETE
C O
N C
R E
I V
E
HANDRAIL
WITH
STAIRS
#12000
BUILDING
1-STORY METAL
#12001
BUILDING
1-STORY BRICK
FF=913.48'
#12011
BUILDING
1-STORY BRICK
FF=906.37'
#12010
BUILDING
1-STORY BRICK
FF=907.85'
FF=904.49'
C O
N C
R E
L K
A/C
CONCRETE
CONC
A/CA/C
CONCRETE WALK
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
PARKING
ASPHALT
CONCRETE WALK
GRAVEL
GRAVEL
CONCRETE WALK
PARKING
ASPHALT
PARKING
ASPHALT
CONC
A/C x4
A
C x
HANDRAIL
WITH
STEPS
S H
E D
F R
A M
E
F/L: 910.06'
TOP: 912.06'
(UNKNOWN)
MANHOLE
F R
E E
Z E
R
A/C
A/C
A/C
CONC
#12007
BUILDING
1-STORY BRICK
F F
.7
ASPHALT DRIVE
G R
A V
A I L
C O
N C
R E
L K
#12018
BUILDING
1-STORY BRICK
G R
A V
A I L
EXERCISE AREA
EXERCISE AREA
C O
N C
R E
L K
CONCRETE WALK
WALL
BRICK
AREA
LANDSCAPE
#12012
BUILDING
1-STORY BRICK
FF=904.50'
F F
.0
DRIVE
CONCRETE
11' BRICK WALL
B R I
L L
HANDRAIL
C O
N C
CONC. CURB
CONC. RETAINING WALL
CONC. RETAINING WALLL
O
A D I
C K
C O
V E
R
N C
CONCRETE RAMP
METAL RAIL
SHED
FRAME
x2
CONTAINER
METAL
CONEX
12026
BENCH
COVERED
SHED
FRAME
A/C
CURB
CONC. FLAT
C O
N C
F L
R B
C O
N C
F L
R B
C O
N C
R E
L K
C O
N C
R E
L K
G A
T E
S
M E
T A
L
F/L 900.84'
TOP 904.34'
INLET
R C
P
R C
P
F/L=899.00'
TOP=905.80'
GRATE INLET
8" RCP
R C
P
R C
P
F
L .0
T O
P .2
C O
M M
F/L=898.81'
TOP=908.06'
COMM
F
L .9
T O
P .6
C O
M M
MARKER
OPTIC
FIBER
C O
M M
U N I C
A T I
N
E
U N
D E
R G
R O
U N
D C
O M
M U
N I C
A T I
N
E
U N
D E
R G
R O
U N
D
F/L =901.35'
TOP=905.35'
SDMH
18" RCP
18" RCP
R C
P
24" RCP
R C
P D
O U
B L
E
R C
P D
O U
B L
E
R C
P
F/L B=897.75' F/L A=894.25'
TOP=901.25'
SDMH
A
B
F/L=894.81'
TOP=901.61'
SDMH
D O
U B
L E
R C
P
F/L=896.48'
TOP=904.43'
SDMH
DOUBLE 54" RCP
TOP=908.79'
SDMH
STOP
ELEV:901
.71'
N:103
0.816
E:310 3318.
LPCP #14
ELEV:901
.71'
N:103
0.816
E:310 3318.
LPCP #14
ELEV:901
.71'
N:103
0.816
E:310 3318.
LPCP #14
NO PARKING
2+52.91
END G6
RESERVED
NO PARKING
RESERVEDPOLE ONLY
POLE ONLY
ELEV:910
.41'
E:310
.830
ELEV:910
.41'
E:310
.830
ELEV:910
.41'
E:310
.830
(2) 3.3'
THROAT
32" ASH
70" ASH
MYRTLE
CRAPE
12" PINE
24" ASH16" PINE
14" PECAN
24" OAK
TAG 12018
18" SYCAMORE
TAG 12018
34" SYCAMORE
TAG 12018
14" SYCAMORE
TAG 12012
29" MULBERRY
FH-80874-CEP-CU-105A.dgn 6/15/2022 3:23:18 PM
4 2 5 3
1 2 3 4 5 6 7 8 9 10
GENERAL NOTES
1. EXISTING EQUIPMENT/PIPING AND EQUIPMENT/PIPING LOCATIONS SHOWN ON AS-BUILT PLANS ARE OUTDATED. CONTRACTOR
TO FIELD VERIFY PRIOR TO COMMENCING WORK.
2. FOR ALL PENETRATIONS THROUGH EXISTING LOUVERS CONTRACTOR SHALL REMOVE THE REQUIRED PORTION TO FIT TWO INSULATED PIPES. BACKFILL THE LOUVER AREA WITH SOLID SHEET METAL AND SEAL FOR WEATHER BARRIER.
G 3. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND MAY NOT SHOW EXACT ROUTING OR ALL REQUIRED OFFSETS, ACCESSORIES, OR APPURTENANCES. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AS REQUIRED TO INSTALL A COMPLETE
AND COORDINATED SYSTEM.
US Army Corps of Engineers ® Fort Worth District
KEYED NOTES
1 BUILDING MECHANICAL ROOM CURRENTLY BLOCKED BY CONSTRUCTION. PATH FORWARD IS FOR
CONTRACTOR TO IMPLEMENT SHEET MP111 FOR BUILDING 14022.
2 CUT THE PIPES AND ADD ELBOWS TO CREATE THE CONTINUOUS LOOPS BETWEEN PIPES.
3 DEMOLISH AND REMOVE ALL PIPING AND CONTROL WIRING FROM THIS POINT TO THE EXISTING CHILLER.
REFER TO CIVIL SITE DRAWINGS FOR CHILLER DEMOLITION NOTES.
4 DEMOLISH AND REMOVE ALL EXISTING SAFETY SWITCHES AND WIRING BACK TO PANEL MDP-7,9,11
(POWER) AND LBA-16 (CONTROLS). CUT CONDUIT FROM THIS POINT TO THE CHILLER AND ABANDON ALL
UNDERGROUND CONDUIT IN PLACE.
F 5 PROVIDE HEAT TRACE ON ALL EXTERIOR EXPOSED CHILLER PIPE ENTERING THE FACILITY. CIRCUIT NEW
HEAT TRACE TO PANEL L1F-29.
Chiller Yard
BUILDING 14022 MECHANICAL BASEMENT AS BUILT
NOT TO SCALE
Photo (6)
Photo (7) h h
SHEET
NUMBER
BUILDING 14022 HYDRONIC PIPING PLAN
NOT TO SCALE
MP113
PLOT DATE:
FILE PATH:
6/8/2022 7:13:43 AM
PROJECT NAME
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| W9126G22R0043, AMENDMENT 0008. |
| SUMMARY OF CHANGES |
| CU-104 UTILITY PLAN 4 |
| CU-104a UTILITY PLAN 4 Base Bid + Option 1 & 6 |
| CU-105 UTILITY PLAN Base Bid and Option 6 |
| CU-105a UTILITY PLAN Base Bid and Option 1 & 6 |
| BUILDING 14022 HYDRONIC PIPING PLAN |
File details come from the government source that posted it. Updated .