Plans,_FAC-5066,_80MSFC18B0003.pdf
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- Central Steam Distribution Replacement Phase 2 Federal contract opportunity
- Solicitation number
- 80MSFC18B0003
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AE FIRM:
NASA AE CONTRACT NO.
Marshall Space Flight Center
Huntsville, Alabama 35812
NASA
COR IN THE EVENT OF A CONFLICT
NOT TO BE ALTERED OR REMOVED BY THE CONTRACTOR. CONTACT THE
TELECOMMUNICATIONS EQUIPMENT AFFECTED BY THIS CONTRACT WORK IS
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\X1_CoF.dgn
C D EA B
MSFC-FORM 232 REV. 8-21-89-RCL
REV. BY DATE REVISION C.I. NO. APPROVED
IN THE INDEX OF DRAWINGS.
ACCEPTANCE OF ALL DRAWINGS LISTED
SIGNATURES ON THIS SHEET INDICATE
CONCURRENCE: DATE:
CONCURRENCE:
USING OFFICE
DATE:
CONCURRENCE:
ENVIRONMENTAL ENGINEERING OFFICE
DATE:
OPERATIONS & MAINTENANCE OFFICE
DATE:CONCURRENCE:
CONCURRENCE:
OCCUPATIONAL HEALTH OFFICE
DATE:
CONCURRENCE:
SAFETY OFFICE
COMMUNICATIONS OFFICE
DATE:
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
REF. NO.
DATE:
DRAWING NO.
AS22 GROUP LEAD
APPROVED:
NAS8-
APPROVAL RECOMMENDED:
AS22 PROJECT A/E
SPEC. NO. FAC
AS22 TEAM LEAD
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AE:
SUBMITTED:
DATE:
DESIGNED
DRAWN
CHECKED
SCALE:
APPROVAL RECOMMENDED:
F G
Accura Rosser JV
4351454
LATEST CADD UPDATE:
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
HEAT RECOVERY SYSTEM
NNM17AA04C
CENTRAL FACILITIES
FAC-NR-CF
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\X1_CoF.dgn
LOCATION
PROJECT
WORK REQUEST NO.
4351454.B NEW ADDITIVE ALTERNATE 1
X1 OF 1
INDEX OF DRAWINGS AND VICINITY MAP
X1
ATTENTION!
ALL CONTRACTORS AND SUBCONTRACTORS PREPARING BIDS FOR THIS PROJECT
REQUIREMENT.
THE BUILDING SYSTEMS. SUBMIT IN ACCORDANCE WITH SPEC SECTION 01 60 00 PRODUCT
PRODUCT. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS WITH SUCH CHANGES TO
STRUCTURAL OR ARCHITECTURAL BUILDING SYSTEMS IN ORDER TO ACCOMODATE THE
'BASIS OF DESIGN' PRODUCT, MAY REQUIRE CHANGES TO THE MECHANICAL, ELECTRICAL,
USING A 'COMPARABLE, EQUAL' OR 'SUBSTITUTION' PRODUCT, IN THE PLACE OF A
VICINITY MAP
NOT TO SCALE
X1
NUMBER
SHEET
C1
A1
M1
M2
U1
U2 FIRST FLOOR PLAN
ABBREVIATIONS, LEGEND AND NOTES
PLANS, DETAILS, SECTIONS AND NOTES
LEGEND, SCHEDULE, AND GENERAL NOTES
WALL PENETRATION DETAILS AND NOTES
DRAWING INDEX (CONTINUED)
NUMBER
SHEET
DRAWING INDEX (CONTINUED)
NUMBER
SHEET
DRAWING INDEX
C2 SITE LAYOUT PLAN
C1 LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES
INDEX OF DRAWINGS AND VICINITY MAP
CIVIL
SHEET TITLE (FAC-NR-CF)
C1
CIVIL
SHEET TITLE (FAC-U-4600)
M1 LEGEND, SCHEDULE, AND GENERAL NOTES
MECHANICAL
M2 PLANS, DETAIL AND NOTES
U1 ABBREVIATIONS, LEGEND AND NOTES
UCS
U2 FIRST FLOOR PLAN
C1
CIVIL
SHEET TITLE (FAC-Q-4601)
M1 LEGEND, SCHEDULE, AND GENERAL NOTES
MECHANICAL
M2 PLANS, DETAIL AND NOTES
SHEET TITLE (FAC-I-4602)
CIVIL
ARCHITECTURAL
MECHANICAL
UCS
SHEET TITLE (FAC-J-4607)
C1
CIVIL
M1 LEGEND, SCHEDULE AND GENERAL NOTES
MECHANICAL
M3 DEMOLITION PLANS AND NOTES
M4
PLANS, DETAILS AND NOTES, NEW BUILDING 4607A M5
NEW STORAGE TANK PLAN, NOZZLE SCHEDULE AND DIAGRAM, 4607B
M2 SITE PLAN AND NOTES
M7 DETAILS
S1 PLAN AND NOTES
STRUCTURAL
S2 SECTIONS AND DETAILS
C2 EXISTING CONDITIONS AND DEMOLITION
ELECTRICAL
U1 ABBREVIATIONS, LEGEND AND NOTES
UCS
U2 SITE PLAN
E1 LEGEND AND GENERAL NOTES
U3 BUILDING 4607 DEMOLITION FLOOR PLAN
U4 BUILDING 4607 INSTALLATION FLOOR PLAN
E2 GROUNDING SITE PLAN
E3 POWER/LIGHTING PLANS AND NOTES
E4 COOLING TOWER POWER PLANS AND NOTES
SHEET TITLE (FAC-J-4607)
C3 DETAILS
C2 SITE PLAN
C2 SITE PLAN
C3 DETAILS
U3 WIRING AND COMMUNICATIONS TRUNK DETAILS
U4 UCS SK'S
C3 DETAILS
C2 SITE PLAN
C3 DETAILS
U3
U4 UCS SK'S
WIRING DETAILS
C3 SITE UTILITY PLAN
E5
E6
U5
NETWORK SINGLE LINE INSTALLATION
U6
NETWORK INSTALLATION DETAILS
U7
COMMUNICATIONS TRUNK INSTALLATION DETAILS
U8
INSTALLATION WIRING DETAILS U13
UCS SK'S
U14
D. KOONTZ
G. BATCHELOR
M3 FLOW DIAGRAM
M3 FLOW DIAGRAM
M3
M4
FLOW DIAGRAM
CONTROLS
M9
FLOW DIAGRAM
U9
INSTALLATION WIRING DETAILS
M8
CONTROLS SCHEMATIC AND SEQUENCE OF OPERATION
M6
INSTALLATION PLANS AND NOTES
D. KOONTZ
10-27-17
11:00 AM
03-29-16
GAB
M4 CONTROLS
M4 CONTROLS
C4 SITE GRADING PLAN
U10
INSTALLATION WIRING DETAILS
U11
UCS SK'S
U12
UCS SK'S
M10 INSTALLATION PLAN, SCHEDULE, DETAIL AND NOTES
A1 NEW PUMPHOUSE - FLOOR PLAN, ROOF PLAN AND NOTES
ARCHITECTURAL
A2 NEW PUMPHOUSE - ELEVATIONS AND NOTES
A3 NEW PUMPHOUSE - EXTERIOR WALL SECTIONS & NOTES
BUILDING 4607 FLOOR PLAN
COOLING TOWER PLAN
BUILDING 4607A FLOOR PLAN
BUILDING 4607B FLOOR PLAN
COMMUNICATIONS TRUNK DEMOLITION DETAILS
U16
U17
U18
U15
PLUMBING
P1 INSTALLATION PLAN, LEGEND AND NOTES
U1
UCS
U2
U3
U4
ABBREVIATIONS, LEGEND AND NOTES
FIRST FLOOR PLAN
WIRING AND COMMUNICATIONS TRUNK DETAILS
UCS SK'S
LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES
LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES
LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES
C5
C6 SITE DETAILS
C7 DETAILS
ENLARGED SITE LAYOUT PLAN AND DETAILS
LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES
E1
ELECTRICAL
E7
E8
E9 DETAILS
COOLING TOWER POWER PLANS AND NOTES
ONE LINE DIAGRAM, 4607-MCC0001 ELEVATION
PANEL, XFMR, VFD AND LIGHT FIXTURE SCHEDULES
DETAILS
A.K. CAMPBELL
REFERENCE FAC-L-4607 FOR BOILER INSTALLATION IN BUILDING 4607.
REFERENCE FAC-G-4602 FOR STEAM DEMOLITION IN BUILDING 4602.
REFERENCE FAC-I-4601 FOR STEAM DEMOLITION IN BUILDING 4601.
REFERENCE FAC-R-4600 FOR STEAM DEMOLITION IN BUILDING 4600.
WORK COORDINATION NOTE:
R
ID
E O
U T
R O
A D
T E
LE
P H
O N
E
E A S E
M E N
T
ARMY-NASA BOUNDARY
T E
LE
P H
O N
E
E A S E
M E N
T
PC
P B 15 AC
G
G
AC
P A
R K
IN
G
AC
AC
AC
AC
AC
AC
G
AC
A R
M Y N
A S
B O
U N
D A
R Y
R
ID
E O
U T
R O
A D
T
D
C
AC
AC
AC
AC
AC
ACAC
AC
AC
T
D
NEAL ROAD
MARSHALL ROAD SOUTH
MARSHALL ROAD NORTH
LA
B
A T H
V E N
U E
A R
M Y N
A
U N
D A
R Y
GATE
14'
GATE
14'
GATE
12'
A C
M O
R R
IS
R O
A D
G
AC
GATE
AC
16'
AC
AC
AC
AC
AC
20'
APOLLO ROAD
AC
AC
AC
AC
AC
24'
TIROS STREET
24'
N E A L
R O
A D
TIROS STREET
EARTH BORROW
AREA
G
AC
AC
AC
AC
AC
AC
GATE
GATE
GATE GATE
GATE
GATE
4'
8'
8'
14'
24'
G
AC
ARMY-NASA BOUNDARY
P O
G
R
A D
AC
AC
AC
AC
AC
PC
PC
G
AC
G
AC
GATE
GATE
GATE
GATE
24'
24'
5' 22'
G
GATE
22'
AC
GATE
20'
GATE
AC
AC
GATE
AC
AC
AC
AC
20'
AC
AC
AC
AC
GATE
GATE
GATE
24'
G
TRAIL
PC
AC
AC
AC
AC
AC
P C
T
P
A
R
ID
E O
U T
R O
A D
AC
AC
AC
AC
AC
AC
G
G
AC
AC
AC
AC
AC
S A 20 AC
AC
G
G
AC
AC
DIGNEY ROAD
G
AC
AC
T
F
AC
AC
G
AC
AC
AC
AC
G
G
G
AC
G
AC PC
AC
AC
AC AC
AC
G
PC
AC
AC
AC
AC
LB
A C
G
G
M O
R R
IS
R O
A D
T F 18 G
GATE
22'
GATE
22'
A C
G
LB
AC
AC
AC
AC
AC
AC
AC
G
G
G
T E 20 AC
SOLAR
CIRCLE
PC
BICYCLE TRAIL
TITAN STREET
AC
AC
AC
PC
AC
AC
AC
AC
AC
AC
MERCURY ROAD
LUNAR CIRCLE
AC
AC
AC
AC
AC
G
G
G
G
PC
GATE
GATE
GATE
HV
AC
AC
AC
G
AC
AC
G
AC
T F 9 G
T H
O R
A
V E N
U E
G
AC
A C
G
GATE
GATE
24'
25'
T E S T
A
R
U N
D A
R Y
CENTAUR STREET
16'
T
IR
O S
S T R E E T
G E
M
IN
I R O
A D
G
G
G
G
G
G
G
MARTI
N R
OAD
ACA
C
SDADA INTERFACE PANELS
STATION
CONTROL
HOUSE
TRA
NFO
RME
R
TRA
NFO
RME
R
UNIT-SUBSTATION 7
46KV/4.16KV
MARTIN ROAD
PC
ACAC
AC
AC
AC
AC
AC AC
AC
AC
PC PC
AC
AC
AC
AC
PC
AC
AC
GGAC
AC
AC
AC
AC AC
AC
AC
G
AC AC
AC
AC
AC
AC
P C
AC
AC
AC
AC
P C
G
AC
AC
GATE
GATE
GATE
GATE
GATE
PC
G
AC
AC
AC
GATE
T
GATE
GATE
GATE
T
T D 22 ACBEACON STREET
25'
24'
24'
5'
20'
20'
T
F
24'
GATE
24'
44'
AC
AC
AC
AC
AC
PC
PC
PC
AC
AC
ACAC
AC
AC
PC
PC
AC
AC
AC
AC
AC
AC
PC
PC
PC
PC
PC
PC
PC
PC
P C
P C
PC
PC
PC
PC
PC
AC
AC
AC
PC
P C
LB
AC
AC
AC
D O
A D
GATE
22'
P C
P C
P C
T
F
G
T E 20 AC
AC
AC
AC
AC
AC
GATE
24'
AC
GATE
20'
GATE
22'
PC
T
D
P C
GATE
GATE
AC
AC
AC
PC
PC
AC
FOWLER ROAD
22'
3'
GATE
60'
PC
R
ID
E O
U T
R O
A D
AC
AC
AC
AC
AC
G
AC
AC
AC
GATE
AC
GATE
T
F
A C
GATE
12'
20'
58'
24'
GATE
60'
M O
R R
IS
R O
A D
MOORE
G
P C
G
A R
M Y N
A
U N
D A
R Y
GATE
3'
GATE
GATE 3'
18'
GATE
18'
CEMETERY
PC
AC
AC
AC
AC
AC AC
G
T
F
GATE
16'
GATE
GATE
20'
3'
18'
T F
G
AC
PC
T E S T
A
R E A
S A F E T Y
P E R
IM
E T E R
LI
N E
GATE
GATE
AC
AC
AC
AC
AC
PC
AC
AC
AC
PC
G
AC
G
PC
S A T U
N
A D
T D 22 AC
22'
PC
D O
A D
G
G
G
AC
AC
AC
AC
AC
AC
AC
AC
AC
G
G
G
AC
AC
AC
AC
MB
RANGER STREET
RAVEN STREET
G
G
G
G
G
A R
M Y N
A
U N
D A
R Y
AC
PC
G
G
GATE
30'
G
GG
AC
G
G
G
S A T U
A D
AC
PC
PC
PC
GATE
GATE
48'
24'
G
LE
M
A D
GATE
24'
GATE
30'
GATE
28'
AC
AC
G
PC
PC
AC
G GATE
30'
T F G
G
PC
AC
PC
GATE
16'
GATE
16'
SURVEYOR STREET
D O
A D
GATE
G
T D
12 G
GATE
16'
PC
24'
A C
PC
GAC
ACG
PC
PC
PC
AC
P C
P C
A C
PC
PC
G
T
D
T D
AC
AC
TOXIC
AREA
G
G GAC
AC
AC
AC
AC
G
G
AC
AC
G
GGAC
AC
GATE
G G
22'
AC
PC
AC
ARMY-NASA BOUNDARY
JORDAN
CEMETERY
PC
G
G
G
G
G
G
G
G
G
PC
PC
PC
G
AC
AC
PC
PC
G
PC
PC
PC
PC
PC
G
G
G
G
GATE
12'
AC
ARM
Y-N
ASA
BO
UN
DARY
RELAY AVEN
U E
ABLE AVENUE
SATURN ROAD
D O
A D
G
G
G
G
AC
AC
AC
AC
GATE
GATE
GATE
GATE
GATE
G A
TE
GATE
G
G
P C
PC
PC
AC
T F
16'
AC
48'
24'
48'
30'
48'
TEST AREA BOUNDARY
GATE
26'
GATE
12'
GATE
44'
CEMETERY
HV
AC
HV
HV
N
IM
B U S
A
V E N
U E
GATE
AC
PC
AC
PC
G
AC
G
PC
AC
AC
AC
PC
AC
AC
PC
PC
PC
PC
PC
PC
G
ACAC
AC
PC
PC
PC
PC
AC
AC
PC
AC
PC
PC
PC
16'
G
PC G
PC
T F 18 G
G
G
AC
AC
ACPC
AC
AC
AC
T
SANITARY
LANDFILL
TEST AREA BOUNDARY
AC
SATURN ROAD
S A T U
A D
FOWLER ROAD
MARTIN ROAD
TIROS STREET
NEAL ROAD
AC
APOLLO ROAD
GATE
MB
GATE
44'
GATE
12'
AC
AREA
DETENTION
AREA
DETENTION
AREA
DETENTION
MARINER RO
AD
MARINER RO
AD
MARINER RO
AD
M A R
IN
ER
A D
M A R
A D
M A R
A D
G E N
ACACAC
AC
AC
AC
AC
AC
AC
AC
AC
AC
(Demo.2006)
GATE5'
GATE
5'
GATE
GATE 5'
GATE 5'
5'
S-4559
T-298
AC
4665A
4665B
G E
M
IN
I R O
A D
4699A
4583-I
(Demo.2008)
(Demo.2008)
(Demo.2008)
(Dem o.20
08)
4443 4444
AC
AC
AC
AC
AC
AC AC
AC
AC
(Demo. 2005)
(Demo. 2004)
(Original Demo. 2004)
(Demo. 2004)
(Demo. 2006)
(Demo. 2003)
(Demo. 2004)
(Demo. (2003)
(Demo. 2005)
(Demo. 2005)
(Original Demo. 2004)
Shed
Shed
(Demo. 2007)
(Demo. 2003)
(Demo.2006)
(Demo. 2005)
(Demo. 2004)
(Demo.2006)
(Demo. 2005)
(Demo. 1996)
AC
PIONEER STREET
4624A
GATE
20'
GATE
24'
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
Grounds
Gated
SOCCER
FOOTBALL
FIELD
653.68
613.71 Y 313
646.82 A
614.20 A9-5D
617.54
599.44 A9-8C
600.94 P
591.09
588.05 G
589.26
FT-5-R
604.39 A9-7X
602.54 A9-6H
587.76 H
600.49 I
596.77 J
594.99 A9-8F
585.86
585.12 M
586.74
RIDEOUT 01
593.87
593.21 A9-7Y
595.07 A9-5C
578.53
583.19 A9-6G
643.89 A9-8H
574.21
SAT-?
574.66
SAT 2
574.95
574.13 F1-2
575.55 F1-1
579.88
SATURN
626.10 J2-2
627.47
SA-1
625.95
630.26
TS-300-2
630.16
TS-300-1
604.97
581.58
US ARMY 14
592.81
613.84
AM-2
4493A
S-4752
A
(Demo. 2012)
4625B
A
(Demo. 2013)
(Demo. (2013)
42504244
TOWER
UNIT
SUBSTATION 1
ST
AT
IO
N
C O
N
TR
O L
H O
U
SE
AC
PC
AC
AC
AC
AC
13 SUB
SUBSTATION 19
PICNIC AREA
4718-3
4718-1 4718-2
ASSEMBLY
BUILDING
(Demo.2005)
SUB #3
FOWLER ROAD
FOWLER ROAD
T E N
N
IS
C O
U R T
SKEET RANGE
TANK
4315-E4315-W
TOWER
44934495
4485 4466
S-4486
CONTROL HOUSE
STATION
AC
SAT-1
M2 YARD
M1 YARD
187.43
AC
AC AC
AC
AC
AC
183.03
PC
24'
AC
TANK
PC
STATION
CONTROL HOUSE
S-4501
4621 4618
46124600
46324633
SUB #16
PC
PC
AC
AC
GATE
183.9
4635-4
4635-3
4635-2 4635-1
(BUNKER)
SEWAGE TREATMENT PLANT 3
PISTOL RANGE
TANKS
CONTAMINATED PIT
AC
AC
G
AC
G
AC
PC
PC
PC
M O
R R
IS
R O
A D
PC
PC
P C
P C
180.6
174.36
808HV
179.10
PC
(BUNKER)
(BUNKER)
UNIT
SUB-4
(Demo. 2007)
WATER
RESERVOIRS
4668 4669
RESERVOIRS
WATER
PC
189.49
45334530
(BUNKER) 4523
4583-A
(BUNKER)
(BUNKER)
(BUNKER)
(BUNKER)
(BUNKER)
4515 4514
LWD
RESERVOIRFLARE
STACKS
BURN POND
RESERVOIR
FUTURE SUB STATION #4
G
ATE
16'
187.30
189.32
181.08
PC
PC
PC
AC
PC
PC
PC
PC
G
G
PC
PC
PC
PC
PC
PC
AC
AC
AC
PC
PC
PC
PC
G
G
G
PC
STATION
CONTROL HOUSE
G
G
G
G
G
G
G
AC
AC
PC
G
PC
G
189.9
AC
AC
PC
PC
G
AC
AC
G
PC
G
G
AC
AC
SUBSTATION
SUBSTATION
G
P A
R K
IN
G
S T O
R A
G E
G
FOWLER ROAD
MARTIN ROAD
G E
M
IN
I R O
A D
PC
PC
G
A C
AC
TRAIL
WALKING
G G
G
GATE
GATE
GATE GATE
PC
184.7
185.2
184.6
190.3
183.7
SUB
G
G
G
G
G
G
PC
PC
G
PC
PC
AC
AC
(Demo. 2013)
(Demo. 2013)
(Demo.)
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
PC
SUBSTATION
UNIT
POGO ROAD
P C
PC
MERCURY ROAD
4757A
(Demo. 2013)
(Demo. 2013)
2013)
(Demo.
A
(Demo. 2013)
(De mo.
13)
NEAL ROAD
M O
R R
IS
R O
A D
R
ID
E O
U T
R O
A D
4'
GATE
1A4 1B
PC
AC
G
A C
A C
4524A
606.20 606.27
608.66
4207A
4207B
Site
Construction
4572A
(Demo. 2015)
4682A
4628B 4628C
4628D
4628A
(Demo. 2016)
4655-1
4467A
4699B
4657B
PIONEER STREET
(Demo. 2016)
(Demo. 2016)
(De
mo. 2
(Demo. 2016)
4667A
4666A
4666B
4557A
4561C
8B
71A
4630A
4659A
4561D
4571A
(Demo.
4693A
4555B
4696-1
4767A
22 AC
18 AC
20 AC
22 AC
24 AC
24 AC
18 AC
18 AC
22 AC 20 AC
20 A C
22 AC
20 AC
20 AC
20 AC
20 AC
20 AC
20 AC
20 AC
20 AC
20 AC
20 G 20 AC 20 AC
50 AC
60 AC
22 AC
22 AC
22 AC
20 AC
46 AC
46 AC
46 AC
22 AC
22 AC
20 AC
20 AC
20 AC
18 AC
30 AC
A
C
G
12 G
46 AC
46 AC
20 AC
A
C
12 G
A
C
8 G 8 G
10 G
10 G
8 G
G
G
10 G
20 AC
4657A
578.97
FFE
4619B
4659B
4676A
4570A
4249A
4707A
04537
4555C
4555D
4555A
4670B
71B
4572B
ACAC
INSTALLATION PLAN, SCHEDULES, LEGEND AND NOTES
1 DAK 10-27-17
AS ADDITIVE ALTERNATE 1 ON DRAWING.
ALL WORK IS BASE BID UNLESS NOTED
NOTE:1
LEGENDS
DEMOLITION NOTE IDENTIFICATION
INSTALLATION NOTE IDENTIFICATION
INDICATES EXISTING ITEM
REMARKS NOTE
INDICATES NEW ITEM/WORK
INDICATES TO BE DEMOLISHED
PRIMARY ELECTRICAL OVERHEAD
SECONDARY ELECTRICAL OVERHEAD
STEAM SUPPLY
CONDENSATE RETURN
COMMUNICATIONS LINE, DIRECT BURY
STORM DRAIN LINE
SANITARY SEWER
6" DIAMETER CAST IRON UTILITY PIPE
6" DIAMETER VITRIFIED CLAY UTILITY PIPE
COMMUNICATIONS MANHOLE
EXISTING WATER METER
OR INDUSTRIAL/NON-POTABLE
EXISTING WATER VALVE - DOMESTIC/POTABLE
PRIMARY ELECTRICAL UNDERGROUND
SECONDARY ELECTRICAL UNDERGROUND
UNDERGROUND STEAM RETURN
POTABLE WATER
UNDERGROUND STEAM SUPPLY
HYDROGEN LINE
UNDERGROUND HYDROGEN LINE
UNDERGROUND NITROGEN
NITROGEN LINE
HELIUM LINE
UNDERGROUND HELIUM LINE
HIGH PURITY AIR LINE
UNDERGROUND HIGH PURITY AIR LINE
ABANDONED UTILITY
587.76 H
S D 22 AC
AC
585.17 X
T F 12 G
PC
DIA
DWG DRAWING
DIAMETER
EXISTING
EXR EXISTING TO REMAIN
NOT IN CONTRACTNIC
REX REMOVE EXISTING
TYP TYPICAL
UNLESS OTHERWISE NOTEDUON
CFS CUBIC FEET PER SECOND
GPS
LAT
LONG
KW KILOWATTS
MIN
FT FEET
IN INCHES
SQUARE FEET
MINIMUM
MAX MAXIMUM
NC NOISE CRITERIA
FPS FEET PER SECOND
DEGREES
FINISH FLOORFF
FG FINISH GRADE
ABBREVIATIONS
(CONTRACTOR INSTALLED)
GOVERNMENT FURNISHED EQUIPMENT
GFE
EX/EXIST
GA. GAGE
LATITUDE
LONGITUDE
PSI POUNDS PER SQUARE INCH
SF
CF CUBIC FEET
CENTER LINE
EXISTING DITCH CHANNEL
EXISTING CONCRETE SIDEWALK
EXISTING BUILDING
EXISTING CONTROL BENCH MARK
EXISTING TREE
EXISTING BUILDING NUMBER
ASPHALTIC CONCRETE PAVEMENT
EXISTING CHAIN LINK FENCE
EXISTING STRUCTURE, OTHER
PORTLAND CEMENT CONCRETE PAVING
EXISTING ROAD OUTLINE
FROM AERIAL TOPO
TOPOGRAPHIC SPOT ELEVATION
DRIVEWAY
EXISTING PARKING OUTLINE/
MAPPING AND SURVEYING LINES, ABBREVIATIONS AND SYMBOLS
WM
6" CI
6" VC
UTILITY CONTROL SYSTEM
UTILITY CONTROL SYSTEM UNDERGROUND
LIGHT POLE
POWER POLE
ALDOT
GENERAL NOTES
UTILITY LINES AND SYMBOLS
C L
/HIGH PRESSURE WATER
NON POTABLE WATER/INDUSTRIAL WATER
C1
NEW HOT WATER SUPPLY
NEW HOT WATER RETURN
WORK REQUEST NO.
AND DIRECTIONAL FLOW ARROW
CENTERLINE OF STREAM WITH HEADWALLS
GRAVEL PAVEMENT IDENTIFICATION
NEW CONSTRUCTION
SPOT ELEVATION
PP-RCT
CRYSTALLINITY TEMPERATURE
POLY PROPYLENE-RANDOM
2 SURVEY REFERENCE POINT NUMBER
ASPHALTIC CEMENT PAVEMENT
(MSFC)/US ARMY BOUNDARY
MARSHALL SPACE FLIGHT CENTER
PCWS
PCWR
PROCESS COOLING WATER SUPPLY
PROCESS COOLING WATER RETURN
GLOBAL POSITIONING SYSTEM
GALLONS PER SECOND OR
OF TRANSPORTATION
ALABAMA DEPARTMENT
BASE LAYER UNDER CONCRETE CURB AND GUTTER.
IN SEPARATION APPLICATIONS. EXTEND SEPARATION FABRIC BENEATH STONE AGGREGATE
BASE/SUBBASE MATERIALS SHALL MEET ALDOT SPECIFICATIONS SECTION 608 - GEOTEXTILES
GEOTEXTILE FABRIC INSTALLED FOR SEPARATION OF SOIL AND BEDDING, BACKFILL OR 13.
(MSFC FORM 4524).
SHALL MAINTAIN AND MAKE REQUIRED SUBMITTALS OF STORM WATER INSPECTION RECORDS
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (ADEM) FOR THE WORK SITE. THE CONTRACTOR
IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH A STORM WATER PERMIT FROM ALABAMA
PLAN IN ACCORDANCE WITH SPECIFICATION M5067 (SECTION 01 06 50, PAR. 1.3, C.2) AND
CONTRACTOR SHALL SUBMIT AND COMPLY WITH A CONSTRUCTION BEST MANAGEMENT PRACTICES 12.
BURIED ARMY COMMUNICATIONS..........36", DIRECT BURY
SANITARY SEWER......................VARIES
STORM DRAIN.........................VARIES
STEAM SUPPLY AND RETURN.............60"
CHILLED WATER SUPPLY AND RETURN.....60"
SECONDARY ELECTRICAL................36"
PRIMARY ELECTRICAL..................36"
UCS.................................24" TO 36"
COMMUNICATIONS......................36"
NON-POTABLE WATER...................48"
POTABLE WATER.......................48"
FOLLOWING ARE EXPECTED NOMINAL DEPTHS OF THE EXISTING BURIED UTILITIES:
IN THE VICINITY OF EXISTING UTILITIES TO PREVENT DAMAGE TO THEM. THE
AND ARE APPROXIMATE. THE CONTRACTOR SHALL PROCEED WITH CAUTION WHEN DIGGING
EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS HAVE NOT BEEN FIELD LOCATED11.
(NAVD) 88. ALL COORDINATES ARE IN US SURVEY FEET.
NORTH AMERICAN DATUM (NAD) 83 AND ELEVATIONS ARE NORTH AMERICAN VERTICAL DATUM
IN LAYING OUT NEW CONSTRUCTION. COORDINATES ARE ALABAMA STATE PLANE EAST,
REFERENCE POINTS ("PK" NAILS OR SIMILAR) HAVE BEEN SET FOR CONTRACTOR'S USE 10.
REQUIRED WORK ACCORDINGLY.
OF THE GROUND SURFACE AS WELL AS THE POTENTIAL OBSTRUCTIONS, THEN PLAN THE
GROUND ELEVATION. THE CONTRACTOR SHALL VISIT THE SITE AND CONFIRM THE GRADE
IMPROVEMENTS SINCE THE TIME THE CONTOUR MAP WAS PRODUCED HAVE CHANGED THE
1/2 A CONTOUR INTERVAL. THE MAP CONTOUR INTERVAL IS 2-FEET. CONSTRUCTION
CENTER TOPOGRAPHIC CONTOUR MAP. THE CONTOURS WERE MAPPED TO BE ACCURATE TO
EXISTING CONTOURS SHOWN ON THE DRAWINGS ARE FROM A 2012 MARSHALL SPACE FLIGHT 9.
- TURF AND GRASSES.
THEN SEED WITH SEASON APPROPRIATE GRASS PER THE SPECIFICATIONS, SECTION 32 92 00
ABLE TOPSOIL AND PROVIDE ADDITIONAL TOPSOIL AS NEEDED FOR 4" MINIMUM THICKNESS.
REMOVING ALL STONES LARGER THAN 3/4" NOMINAL DIAMETER. FINE GRADE WITH AVAIL-
AT THE COMPLETION OF CONSTRUCTION, RAKE SMOOTH ALL DISTURBED OR FILLED AREAS, 8.
OFF-SITE BORROW SOILS PER SAID EARTH MOVING SPECIFICATIONS, PAR. 3.10.
GRADING ACCORDING TO THE DRAWING AND SPECIFICATIONS. SUBMIT SOILS TESTS ON
SHALL BE USED AS NEEDED TO BACKFILL TO FINISH GRADE, FOR GRADING AND RE-
31 20 00 - EARTH MOVING, PAR. 2.1, B. SATISFACTORY SOILS. "SATISFACTORY SOILS"
SECTION "SATISFACTORY SOILS" SHALL BE PROVIDED ACCORDING TO SPECIFICATIONS 7.
PER THE APPROVED CBMPP AND AS REQUIRED TO MAINTAIN EXISTING, POSITIVE DRAINAGE.
APPLICABLE. STOCKPILE EXISTING TOPSOIL FOR REDISTRIBUTION ON DISTURBED AREAS
31 10 00 - CLEARING AND GRUBBING. STRIP AND DISPOSE OF EXISTING VEGETATION, AS
CLEAR AND GRUB THE CONSTRUCTION AREA ACCORDING TO THE SPECIFICATIONS, SECTION 6.
- SPECIAL CONDITIONS, PAR. 1.4.
ARE ENCOUNTERED, PROCEED AS DIRECTED IN THE SPECIFICATIONS, SECTION 01 05 90,
IN THE PROPOSED WORK AREA. HOWEVER, IF MATERIALS SUSPECTED TO BE UXO OR CWM
NO UNEXPLODED ORDNANCE (UXO) NOR CHEMICAL WARFARE MATERIAL (CWM) IS SUSPECTED 5.
IDENTIFIED DURING WORK ACTIVITIES ON THE REDLINE DRAWINGS.
OR TOTAL STATION. THE CONTRACTOR SHALL RECORD LOCATIONS OF ALL UTILITY LINES
FOR THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITY TO BE RECORDED BY GPS
EXCAVATION REMAINS OPEN, THE CONTRACTOR SHALL NOTIFY THE COR, WHO WILL ARRANGE
WHEN EXISTING UTILITIES ARE ENCOUNTERED OR NEW UTILITIES INSTALLED, WHILE THE 4.
WATTLES MEETING ALDOT SPECIFICATIONS (2012 ED.) MAY BE USED IN LIEU OF SILT FENCE.
ENTERING STORM DRAIN STRUCTURES AND CONDUITS. MAINTAIN THROUGHOUT PROJECT.
MANAGEMENT PRACTICES PLAN (CBMPP) TO PREVENT EROSION FROM LEAVING THE SITE OR
INSTALL EROSION AND SEDIMENTATION CONTROLS PER THE APPROVED CONSTRUCTION BEST 3.
UTILITIES.DAMAGE TO EXISTING
OVERHEAD. TAKE CARE TO PREVENT WITH EXISTING UTILITY LINES, UNDERGROUND AND/OR
CONSTRUCTION BEGINS (AS NEEDED), AND IDENTIFY CONFLICTS OF NEW CONSTRUCTION
(256) 665-5529 FOR ADDITIONAL INFO. FIELD LOCATE EXISTING UTILITIES BEFORE
PERMIT - OSCAR FORD @ (256) 544-6759 OR (256) 603-7884 OR RODNEY WILLIS @
01 05 90, - SPECIAL CONDITIONS, PART 3. CONTACT NASA AS22 TO OBTAIN A DIG
PRIOR TO BEGINNING CONSTRUCTION, COMPLY WITH THE SPECIFICATIONS, SECTION 2.
REPRESENTATIVE (COR) BEFORE PROCEEDING.
DISCREPANCIES EXIST, CONFIRM COURSE OF ACTION WITH THE CONTRACTING OFFICER'S
VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION. WHERE1.
EXISTING 1.0-FT CONTOUR LINE
NEW 0.5-FT CONTOUR LINE
NEW 1.0-FT CONTOUR LINE596
596 EXISTING 1.0-FT CONTOUR LINE
NEW 0.5-FT CONTOUR LINE
NEW 1.0-FT CONTOUR LINE596
596 EXISTING 1.0-FT CONTOUR LINE
NEW 0.5-FT CONTOUR LINE
NEW 1.0-FT CONTOUR LINE596
EXISTING 0.5-FT CONTOUR LINE
EXISTING 1.0-FT CONTOUR LINE
NEW 0.5-FT CONTOUR LINE
NEW 1.0-FT CONTOUR LINE596
ADD. ALT.1 ADDITIVE ALTERNATE 11
T. LEWIS
T. LEWIS
R. CHRISTIAN
OF 3
10/23/17
THL
04-09-17
08:00 AM R. WILLIS
10-31-17
LEGENDS OF LINES, SYMBOLS, AND ABREVIATIONS AND NOTES
4351454.B NEW ADDITIVE ALTERNATE 1
C1
Accura Rosser JV
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\c1.dgn
C D E F G
A B
MSFC-FORM 232 REV. 8-21-89-RCL
REV. BY DATE REVISION C.I. NO. APPROVED
SUBMITTED:
SCALE:
REF. NO.
APPROVAL RECOMMENDED:
NAS8-
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
APPROVAL RECOMMENDED:
DATE:
NASA
AS22 PROJECT A/E
AS22 SUPPORT A/E
AS22 TEAM LEAD
AS22 GROUP LEAD
SPEC. NO:
DESIGNED:
DRAWN:
CHECKED:
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
FAC-NR-CF
591.95
TOP EL=591.39
GRATE INLET
STORM DRAIN
EXISTING
HOUSE
NEW PUMP
4600 AREA SITE PLAN
0' 20' 40'
BUILDING 4607 HEAT RECOVERY SYSTEM
SCALE: 1" = 40'
10' 30'
4"
4"
GENERATOR
C3
C3
C3
C3
C3
C3
C3
TANK
4607B
MH67A
TANK SPECIFICATIONS
SEE MECHANICAL FOR
C3
C3
C3
TRANSFORMER
PAD MOUNTED
C3
C3
G U
Y
G U
Y
UGE
U G
E
U G
E
UGE
UGE
UGE
U G
E
CONTROL
S D
SD
SD
AC
(TYP)
BENCH
SIDEWALK
PITPIT
TRANSFORMER
PAD MOUNTED
SD
SSMH
SSMH
SSMH
TRANSFORMER
EXISTING
EQUIPMENT
MECHANICAL
EXISTING
STORAGE
GAS TANK
EXISTING
S I
D E
W A
L K
SIDEWALK
PIV
PIV
AC
EL 592.38
TOP 595.88
DRAIN INLET
EXIST STORM
EL 591.22
TOP 592.82
DRAIN INLET
EXIST STORM
EL 592.61
TOP 593.81
DRAIN INLET
EXIST STORM
INV EL= 590.20
MANHOLE: TOP EL= 594.80
EXISTING SANITARY SEWER
C3
INSTALLATION NOTES
COOLING TOWER
INV EL = 582.2(+/-)
TOP EL = 600.19
MANHOLE:
EXISTING SANITARY
INV OUT EL 594.18
INV IN EL 595.28
TOP EL 597.48
DRAIN INLET:
EXISTING STORM
INV. OUT = 596.34
TOP EL = 603.14:
EXISTING STORM MH
(TYPICAL)
LIGHT STANDARD
INV EL= 590.39
INV EL= 590.34
TOP EL= 592.14
EXIST STORM DRAIN INLET:
PAD & EQUIPMENT
EXISTING MECHANICAL
INV=587.82
TOP=600.92
SEWER MANHOLE:
EXISTING SANITARY
A B
A N
D O
N E
D
A B
A N
D O
N E
D
INV EL= 595.32
TOP EL= 597.72
EXISTING STORM INLET
INV EL= 595.98
TOP EL= 598.98
EXISTING STORM INLET
TRANSFORMER
PAD MOUNTED
= 594.58
OUTLET INVERT
SIDE DITCH
FROM INLET TO HEADWALL AT ROAD-
EXISTING 30" X 19" ELLIPTICAL RCP
AND HWR PIPING.
NEEDED TO PLACE THE NEW HWS
AND SMALL TREES. REMOVE AS
THIS AREA HAS NUMEROUS SHRUBS
INV EL= 594.87
TOP EL= 596.97
EXISTING STORM INLET
WITH CONCRETE ENCASEMENT
STANDARD DEPTH 4' MINIMUM
PRIMARY LINE CROSSING:
UNDERGROUND ELECTRICAL
UTILITY CROSSING:
(TYPICAL)
LOCATION
APPROXIMATE
POWER POLE
(ALL SIDES).
ANCE REQUIRED,
FENCE. 15'CLEAR-
EXIST. CHAIN LINK
GENERATOR
EXISTING
PIPING (TYP., GRASSY AREAS)
SUPPLY AND HOT WATER SUPPLY
2 - 6" DIA. PIPES; HOT WATER
HOT WATER RETURN PIPING (TYP.)
2 - 10" DIA. PIPES; HOT WATER SUPPLY
CROSSING
SANITARY SEWER
CROSSING
CHILLED WATER
STEAM CROSSING
CROSSING
STORM DRAIN
CROSSING
AND POTABLE WATER
PRIMARY ELECTRICAL
29.00'
INV EL= 590.76
TOP EL= 592.96
EXISTING STORM DRAIN INLET:
INV=589.55
TOP=598.05
SEWER MANHOLE:
EXISTING SANITARY
INV EL= 590.22
TOP EL= 598.02
EXISTING STORM DRAIN INLET:
SHRUBS
EXISTING
INV EL= 590.24
TOP EL= 592.24
INLET:
EXISTING STORM DRAIN
CLARITY
SPACING FOR
SHOWN ENLARGED
M I
N
MINIMUM COVER.
HIGH PRESSURE. 4'
HIGH PURITY AIR UNDER
UTILITY CROSSING:
LOCATION (TYPICAL)
APPROXIMATE
LIGHT STANDARD
DUMPSTER PAD
HWS AND HWR LINES.
AS NEEDED TO PLACE
SMALL SHRUBS. REMOVE
EXISTING TREES AND
4' OF COVER
WATER LINE; MIN.
INSULATED CHILLED
UTILITY CROSSING:
COVER
CONDUIT, MIN. 24"
IN CONCRETE ENCASED
UNDERGROUND LINE
ELECTRICAL PRIMARY
UTILITY CROSSING:
INV EL= 588.94
TOP EL= 593.04
DRAIN INLET:
EXISTING STORM
INV EL= 590.46
TOP EL= 593.46
DRAIN INLET:
EXISTING STORM
HOT WATER RETURN PIPING (TYP.)
2 - 10" DIA. PIPES; HOT WATER SUPPLY
HOT WATER RETURN PIPING (TYP.)
2-8" DIA. PIPES; HOT WATER SUPPLY
PIPING (TYP.)
SUPPLY HOT WATER RETURN
2 - 6" DIA. PIPES; HOT WATER
HOT WATER RETURN PIPING (TYP.)
2 - 8" DIA. PIPES; HOT WATER SUPPLY
PIPING.
SUPPLY AND HOT WATER RETURN
2 - 4" DIA. PIPES; HOT WATER
C3
4607A
NEW TANK
ELECTRICAL LINE CROSSING
UNDERGROUND PRIMARY
CROSSING
HIGH PURITY AIR
COMMUNICATIONS
ARMY
COMMUNICATIONS
ARMY
HOLES.
INVERT INFO AT MAN
COVER VARIES. SEE
SANITARY SEWER LINE
UTILITY CROSSING:
MIN. 4' OF COVER
INSULATED STEAM LINE,
UTILITY CROSSING:
APPROXIATE LINE DEPTH.
-SEE INVERTS OF INLETS TO
WATER & STORM DRAIN LINE
UTILITY CROSSINGS: POTABLE
COOLING TOWER
PCHR
PCWS
ADD. ALT. 1
ADD. ALT. 1
ALT. 1
ADD.
PROPER INSTALLATION.
APPURTENANCES REQUIRED FOR
ALTERNATE 1. INCLUDE ALL
ITEMS WITHIN HATCHING ARE
1 1
2 3
2 3
2 3
ALT. 1
ADD.
WITH ASSOCIATED PIPING.
INGS FOR ENLARGMENTS OF THE PUMP HOUSE AND TANK
OTHER WORK IS BASE BID. SEE BUILDING 4607 DRAW-
HATCHED AREAS INDICATE ADDITIVE ALTERNATE 1. ALL4.
EARTH MOVING.
SPECIFICATIONS SECTION 31 20 00 - DEFINED IN
UNDER GRASS AREAS, SIDEWALKS AND PAVEMENTS ARE
"SATISFACTORY SOILS" REQUIRED FOR TRENCH BACKFILL 3.
SEE DETAILS ON SHEET C3.
WATER RETURN PIPE AS SHOWN ON THE DRAWINGS.
EXCAVATE AND INSTALL HOT WATER SUPPLY AND HOT 2.
EL=596.166
N=1,509,439.136, E= 402,847.451POINT #2:
EL=598.951
N=1,509,439.174, E= 402,724.628, POINT #1:
SURVEY REFERENCE POINT COORDINATES:1.
BASE BID
(UNLESS OTHERWISE NOTED)
CONTROL
HOUSE
UNIT-SUBSTATION 7
46KV/4.16KV
T. LEWIS
T. LEWIS
FAC-NR-CF-C2
R. CHRISTIAN
AS NOTED C2
10/23/17 4351454.B NEW ADDITIVE ALTERNATE 1
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
02-19-16
THL
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
08:00 AM R. WILLIS
10-31-17
M5066
WORK REQUEST NO. 4351454
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\c2.dgn
HEAT RECOVERY SYSTEM
SITE LAYOUT PLAN
4351454
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\c2.dgn
C D E F G
A B
MSFC-FORM 232 REV. 8-21-89-RCL
REV. BY DATE REVISION C.I. NO. APPROVED
SUBMITTED:
DESIGNED
DRAWN
CHECKED
SCALE:
REF. NO.
APPROVAL RECOMMENDED:
NAS8-
SPEC. NO. FAC
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
DATE:
AS22 PROJECT A/E
AS22 SUPPORT A/E
AS22 TEAM LEAD
AS22 GROUP LEAD
Accura Rosser JV NNM17AA04C
MH 309
V
V
Main
Breaker
FDR 1
BUS TIE ENCLOSURE
MAIN
BREAKER
AUX
FDR 1
FDR 2
FDR 3
FDR 4
FDR 5
SDADA INTERFACE PANELS
STATION
CONTROL
HOUSE
T R A
N F O
R M
R A
N F O
R M
UNIT-SUBSTATION 7
46KV/4.16KV
Main
Breaker
FDR 1
BUS TIE ENCLOSURE
MAIN
BREAKER
AUX
FDR 1
FDR 2
FDR 3
FDR 4
FDR 5
SDADA INTERFACE PANELS
STATION
CONTROL
HOUSE
T R A
N F O
R M
R A
N F O
R M
UNIT-SUBSTATION 7
46KV/4.16KV
MH
H P
A
H P
A
PP
AERA GNIPACSDNAL/GNITNALP
pit
1.5
C3
TRENCH DETAIL @ PAVED AREAS
NOT TO SCALE
BACKFILL
FLOWABLE
READY MIX
OR PARKING LOT
ASPHALT ROADWAY
LOT OR SIDEWALK
CONCRETE PARKING
ASPHALT COURSES
SAWCUT EXISTING
SUBGRADE
EXISTING
MENT SECTION
EXISTING PAVE-
SUBGRADE
EXISTING
SOIL MATERIAL
SATISFACTORY
BACKFILL WITH
C3
TRENCH DETAIL @ GRASSY AREA
& MULCH
6" TOPSOIL/SEED
GRADE
X
C E
E D
Y
P
1.5
NOT TO SCALE
" V
E R
T I
C
L
I
D
T
6" 10" 6"
1.0'
P R
O V I
N
V E
R
10"
P R
O V I
N
V E
R
INSULATION, TYP. INSULATION, TYP.
BASE
OF ASPHALT PAVEMENT AND
MATCH EXISTING SECTION
OR SIDEWALK
FOR CONCRETE PAVEMENT
FOR CONCRETE AND BASE
MATCH EXISTING SECTION
CONSTRUCTION USE".
MISCELLANEOUS
SAND-GRAVEL FOR
"LOCAL SAND AND
SPEC SECTION 826,
MEETING ALDOT
CLEAN SAND BEDDING
SIZE VARIES
PIPE, TYP.
SIZE VARIES
PIPE, TYP.
USE".
CONSTRUCTION
MISCELLANEOUS
SAND-GRAVEL FOR
"LOCAL SAND AND
SECTION 826,
ALDOT SPEC
BEDDING MEETING
CLEAN SAND
6" 6"
STANDARD DEPTH SHOWN, COORDINATE WITH COR.
NOTE: IF SPECIAL CIRCUMSTANCES REQUIRE VARIANCE FROM
SHALL BE 36". COORDINATE WITH COR.
STANDARD DEPTH SHOWN, MINIMUM COVER UNDER LIVE LOADS
NOTE: IF SPECIAL CIRCUMSTANCES REQUIRE VARIANCE FROM
BASE/SUBBASE MATERIALS
BEDDING, BACKFILL OR
FOR SEPARATION OF SOIL AND
GEOTEXTILE FABRIC INSTALLED
SECT 608
FABRIC PER ALDOT SPEC
W/GEOTEXTILE SEPARATION
WRAP BEDDING MATERIAL
SECT 608
FABRIC PER ALDOT SPEC
W/GEOTEXTILE SEPARATION
WRAP BEDDING MATERIAL
T. LEWIS
B. JANSEN
FAC-NR-CF-C3
AS NOTED C3
ON CADD ONLY.
BY:
04-04-16
BJJ
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
5:00 PM T. LEWIS
08-14-17
M5066
NNM11AA39C
WORK REQUEST NO. 4351454
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\c3.dgn
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-NR-CF\c3.dgn
C D E F G
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
AS22 GROUP LEAD
CENTRAL FACILITIES
DETAILS
COPPER WIRE
14 GA STRANDED
WARNING TAPE
WARNING TAPE
COPPER WIRE
14 GA STRANDED
M I
N
M I
GENERAL NOTES
T. LEWIS
T. LEWIS
05:00 PM T. LEWIS
08-07-17
Accura Rosser JV
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\c1.dgn
C D E F G
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
AS22 GROUP LEAD
SPEC. NO:
DESIGNED:
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
FAC-U-4600
BUILDING 4600
GENERAL NOTES
C1
GENERAL NOTES
C1
LEGENDS
DEMOLITION NOTE IDENTIFICATION
INSTALLATION NOTE IDENTIFICATION
INDICATES EXISTING ITEM
REMARKS NOTE
INDICATES NEW ITEM/WORK
INDICATES TO BE DEMOLISHED
PRIMARY ELECTRICAL OVERHEAD
SECONDARY ELECTRICAL OVERHEAD
STEAM SUPPLY
CONDENSATE RETURN
COMMUNICATIONS LINE, DIRECT BURY
STORM DRAIN LINE
SANITARY SEWER
6" DIAMETER CAST IRON UTILITY PIPE
6" DIAMETER VITRIFIED CLAY UTILITY PIPE
COMMUNICATIONS MANHOLE
EXISTING WATER METER
OR INDUSTRIAL/NON-POTABLE
EXISTING WATER VALVE - DOMESTIC/POTABLE
PRIMARY ELECTRICAL UNDERGROUND
SECONDARY ELECTRICAL UNDERGROUND
UNDERGROUND STEAM RETURN
POTABLE WATER
UNDERGROUND STEAM SUPPLY
HYDROGEN LINE
UNDERGROUND HYDROGEN LINE
UNDERGROUND NITROGEN
NITROGEN LINE
HELIUM LINE
UNDERGROUND HELIUM LINE
HIGH PURITY AIR LINE
UNDERGROUND HIGH PURITY AIR LINE
ABANDONED UTILITY
587.76 H
S D 22 AC
AC
585.17 X
T F 12 G
PC
DIA
DWG DRAWING
DIAMETER
EXISTING
EXR EXISTING TO REMAIN
NOT IN CONTRACTNIC
REX REMOVE EXISTING
TYP TYPICAL
UNLESS OTHERWISE NOTEDUON
CFS CUBIC FEET PER SECOND
GPS
LAT
LONG
KW KILOWATTS
MIN
FT FEET
IN INCHES
SQUARE FEET
MINIMUM
MAX MAXIMUM
NC NOISE CRITERIA
FPS FEET PER SECOND
DEGREES
FINISH FLOORFF
FG FINISH GRADE
ABBREVIATIONS
(CONTRACTOR INSTALLED)
GOVERNMENT FURNISHED EQUIPMENT
GFE
EX/EXIST
GA. GAGE
LATITUDE
LONGITUDE
PSI POUNDS PER SQUARE INCH
SF
CF CUBIC FEET
CENTER LINE
EXISTING DITCH CHANNEL
EXISTING CONCRETE SIDEWALK
EXISTING BUILDING
EXISTING CONTROL BENCH MARK
EXISTING TREE
EXISTING BUILDING NUMBER
ASPHALTIC CONCRETE PAVEMENT
EXISTING CHAIN LINK FENCE
EXISTING STRUCTURE, OTHER
PORTLAND CEMENT CONCRETE PAVING
EXISTING ROAD OUTLINE
FROM AERIAL TOPO
TOPOGRAPHIC SPOT ELEVATION
DRIVEWAY
EXISTING PARKING OUTLINE/
MAPPING AND SURVEYING LINES, ABBREVIATIONS AND SYMBOLS
WM
6" CI
6" VC
UTILITY CONTROL SYSTEM
UTILITY CONTROL SYSTEM UNDERGROUND
LIGHT POLE
POWER POLE
ALDOT
GENERAL NOTES
UTILITY LINES AND SYMBOLS
C L
/HIGH PRESSURE WATER
NON POTABLE WATER/INDUSTRIAL WATER
C1
NEW HOT WATER SUPPLY
NEW HOT WATER RETURN
AND DIRECTIONAL FLOW ARROW
CENTERLINE OF STREAM WITH HEADWALLS
GRAVEL PAVEMENT IDENTIFICATION
NEW CONSTRUCTION
SPOT ELEVATION
PP-RCT
CRYSTALLINITY TEMPERATURE
POLY PROPYLENE-RANDOM
SURVEY REFERENCE POINT NUMBER
PCWS
PCWR
PROCESS COOLING WATER SUPPLY
PROCESS COOLING WATER RETURN
GLOBAL POSITIONING SYSTEM
GALLONS PER SECOND OR
OF TRANSPORTATION
ALABAMA DEPARTMENT
BASE LAYER UNDER CONCRETE CURB AND GUTTER.
IN SEPARATION APPLICATIONS. EXTEND SEPARATION FABRIC BENEATH STONE AGGREGATE
BASE/SUBBASE MATERIALS SHALL MEET ALDOT SPECIFICATIONS SECTION 608 - GEOTEXTILES
GEOTEXTILE FABRIC INSTALLED FOR SEPARATION OF SOIL AND BEDDING, BACKFILL OR 13.
(MSFC FORM 4524).
SHALL MAINTIAN AND MAKE REQUIRED SUBMITTALS OF STORM WATER INSPECTION RECORDS
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (ADEM) FOR THE WORK SITE. THE CONTRACTOR
IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH A STORM WATER PERMIT FROM ALABAMA
PLAN IN ACCORDANCE WITH SPECIFICATION M5067 (SECTION 01 06 50, PAR. 1.3, C.2) AND
CONTRACTOR SHALL SUBMIT AND COMPLY WITH A CONSTRUCTION BEST MANAGEMENT PRACTICES 12.
BURIED ARMY COMMUNICATIONS..........36", DIRECT BURY
SANITARY SEWER......................VARIES
STORM DRAIN.........................VARIES
STEAM SUPPLY AND RETURN.............60"
CHILLED WATER SUPPLY AND RETURN.....60"
SECONDARY ELECTRICAL................36"
PRIMARY ELECTRICAL..................36"
UCS.................................24" TO 36"
COMMUNICATIONS......................36"
NON-POTABLE WATER...................48"
POTABLE WATER.......................48"
FOLLOWING ARE EXPECTED NOMINAL DEPTHS OF THE EXISTING BURIED UTILITIES:
IN THE VICINITY OF EXISTING UTILITIES TO PREVENT DAMAGE TO THEM. THE
AND ARE APPROXIMATE. THE CONTRACTOR SHALL PROCEED WITH CAUTION WHEN DIGGING
EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS HAVE NOT BEEN FIELD LOCATED11.
(NAVD) 88. ALL COORDINATES ARE IN US SURVEY FEET.
NORTH AMERICAN DATUM (NAD) 83 AND ELEVATIONS ARE NORTH AMERICAN VERTICAL DATUM
IN LAYING OUT NEW CONSTRUCTION. COORDINATES ARE ALABAMA STATE PLANE EAST,
REFERENCE POINTS ("PK" NAILS OR SIMILAR) HAVE BEEN SET FOR CONTRACTOR'S USE 10.
REQUIRED WORK ACCORDINGLY.
OF THE GROUND SURFACE AS WELL AS THE POTENTIAL OBSTRUCTIONS, THEN PLAN THE
GROUND ELEVATION. THE CONTRACTOR SHALL VISIT THE SITE AND CONFIRM THE GRADE
IMPROVEMENTS SINCE THE TIME THE CONTOUR MAP WAS PRODUCED HAVE CHANGED THE
1/2 A CONTOUR INTERVAL. THE MAP CONTOUR INTERVAL IS 2-FEET. CONSTRUCTION
CENTER TOPOGRAPHIC CONTOUR MAP. THE CONTOURS WERE MAPPED TO BE ACCURATE TO
EXISTING CONTOURS SHOWN ON THE DRAWINGS ARE FROM A 2012 MARSHALL SPACE FLIGHT 9.
- TURF AND GRASSES.
THEN SEED WITH SEASON APPROPRIATE GRASS PER THE SPECIFICATIONS, SECTION 32 92 00
ABLE TOPSOIL AND PROVIDE ADDITIONAL TOPSOIL AS NEEDED FOR 4" MINIMUM THICKNESS.
REMOVING ALL STONES LARGER THAN 3/4" NOMINAL DIAMETER. FINE GRADE WITH AVAIL-
AT THE COMPLETION OF CONSTRUCTION, RAKE SMOOTH ALL DISTURBED OR FILLED AREAS, 8.
OFF-SITE BORROW SOILS PER SAID EARTH MOVING SPECIFICATIONS, PAR. 3.10.
GRADING ACCORDING TO THE DRAWING AND SPECIFICATIONS. SUBMIT SOILS TESTS ON
SHALL BE USED AS NEEDED TO BACKFILL TO FINISH GRADE, FOR GRADING AND RE-
31 20 00 - EARTH MOVING, PAR. 2.1, B. SATISFACTORY SOILS. "SATIFACTORY SOILS"
SECTION "SATISFACTORY SOILS" SHALL BE PROVIDED ACCORDING TO SPECIFICATIONS 7.
PER THE APPROVED CBMPP AND AS REQUIRED TO MAINTAIN EXISTING, POSITIVE DRAINAGE.
APPLICABLE. STOCKPILE EXISTING TOPSOIL FOR REDISTRIBUTION ON DISTURBED AREAS
31 10 00 - CLEARING AND GRUBBING. STRIP AND DISPOSE OF EXISTING VEGETATION, AS
CLEAR AND GRUB THE CONSTRUCTION AREA ACCORDING TO THE SPECIFICATIONS, SECTION 6.
- SPECIAL CONDITIONS, PAR. 1.4.
ARE ENCOUNTERED, PROCEED AS DIRECTED IN THE SPECIFICATIONS, SECTION 01 05 90,
IN THE PROPOSED WORK AREA. HOWEVER, IF MATERIALS SUSPECTED TO BE UXO OR CWM
NO UNEXPLODED ORDNANCE (UXO) NOR CHEMICAL WARFARE MATERIAL (CWM) IS SUSPECTED 5.
IDENTIFIED DURING WORK ACTIVITIES ON THE REDLINE DRAWINGS.
OR TOTAL STATION. THE CONTRACTOR SHALL RECORD LOCATIONS OF ALL UTILITY LINES
FOR THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITY TO BE RECORDED BY GPS
EXCAVATION REMAINS OPEN, THE CONTRACTOR SHALL NOTIFY THE COR, WHO WILL ARRANGE
WHEN EXISTING UTILITIES ARE ENCOUNTERED OR NEW UTILITIES INSTALLED, WHILE THE 4.
WATTLES MEETING ALDOT SPECIFICATIONS (2012 ED.) MAY BE USED IN LIEU OF SILT FENCE.
ENTERING STORM DRAIN STRUCTURES AND CONDUITS. MAINTAIN THROUGHOUT PROJECT.
MANAGEMENT PRACTICES PLAN (CBMPP) TO PREVENT EROSION FROM LEAVING THE SITE OR
INSTALL EROSION AND SEDIMENTATION CONTROLS PER THE APPROVED CONSTRUCTION BEST 3.
UTILITIES.DAMAGE TO EXISTING
OVERHEAD. TAKE CARE TO PREVENT WITH EXISTING UTILITY LINES, UNDERGROUND AND/OR
CONSTRUCTION BEGINS (AS NEEDED), AND IDENTIFY CONFLICTS OF NEW CONSTRUCTION
(256) 665-5529 FOR ADDITIONAL INFO. FIELD LOCATE EXISTING UTILITIES BEFORE
PERMIT - OSCAR FORD @ (256) 544-6759 OR (256) 603-7884 OR RODNEY WILLIS @
01 05 90, - SPECIAL CONDITIONS, PART 3. CONTACT NASA AS22 TO OBTAIN A DIG
PRIOR TO BEGINNING CONSTRUCTION, COMPLY WITH THE SPECIFICATIONS, SECTION 2.
REPRESENTATIVE (COR) BEFORE PROCEEDING.
DISCREPANCIES EXIST, CONFIRM COURSE OF ACTION WITH THE CONTRACTING OFFICER'S
VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION. WHERE1.
591.95591.95591.95
EP
GENERATOR
PAD MOUNTED
TRANSFORMER
4" UM
8" UM
14" HPDE
14" HPDE
U
P
D E
D E
6" PVC
SANITARY SEWER LINE CROSSING
POTABLE WATER LINE CROSSING
CROSSING
CHILLED WATER RETURN
CHILLED WATER SUPPLY
STORM WATER PIPE CROSSING
C3
C3
AND HOT WATER RETURN
2-6" HOT WATER SUPPLY
SSMH
WALLED ENCLOSURE
DUMPSTERS
BLDG. 4600 - SITE PLAN
AND EXISTING UTILITY PLAN
SCALE: 1" = 10'
5' 10' 20'15'
SANITARY SEWER CROSSING
INSTALLATION NOTES #
PIT
PIT
CHILLED WATER LINES CROSSING
INTO BUILDING
SEE MECHANICAL FOR ROUNTING
LINES CROSSING
STEAM SUPPLY AND RETURN
BETWEEN LINES IS FREATER THAN ACTUAL FOR VISUAL CLARITY.
CHILLED WATER LINES ARE SHOWN AT APPROXIMATE LOCATIONS. SPACING2.
INVERT ELEVATION INFORMATION.
SEE FAC-NR-CF-C2 FOR EXISTING STORM DRAINAGE AND SANITARY SEWER UTILITY PIPE 1.
CONC SIDEWALK
C O
D E
W A
L K
CONC SIDEWALK
ASPHALT PARKING LOT
GRASS AREA
GRASS AREA
GRASS AREA
GRASS AREA
GRASS AREA
GRASS AREA
CONC SIDEWALK
T. LEWIS
FAC-U-4600-C2
AS NOTED SHEET OF C2
ON CADD ONLY.
BY:
03-29-16
BJJ
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
05:00 PM B. JANSEN
08-07-17
M5066
WORK REQUEST NO. 4351451
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\c2.dgn
SITE PLAN
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\c2.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
AS22 GROUP LEAD
1.5
C3
TRENCH DETAIL @ PAVED AREAS
NOT TO SCALE
BACKFILL
FLOWABLE
READY MIX
OR PARKING LOT
ASPHALT ROADWAY
LOT OR SIDEWALK
CONCRETE PARKING
ASPHALT COURSES
SAWCUT EXISTING
SUBGRADE
EXISTING
SUBGRADE
EXISTING
SOIL MATERIAL
SATISFACTORY
BACKFILL WITH
C3
TRENCH DETAIL @ GRASSY AREA
& MULCH
6" TOPSOIL/SEED
GRADE
X
C E
E D
Y
P
1.5
NOT TO SCALE
" V
E R
T I
C
L
D
T
6" 10" 6"
1.0'
P R
O V I
N
V E
R
10"
P R
O V I
N
V E
R
INSULATION, TYP. INSULATION, TYP.
BASE
OF ASPHALT PAVEMENT AND
MATCH EXISTING SECTION
OR SIDEWALK
FOR CONCRETE PAVEMENT
FOR CONCRETE AND BASE
MATCH EXISTING SECTION
CONSTRUCTION USE".
MISCELLANEOUS
SAND-GRAVEL FOR
"LOCAL SAND AND
SPEC SECTION 826,
MEETING ALDOT
CLEAN SAND BEDDING
SIZE VARIES
PIPE, TYP.
SIZE VARIES
PIPE, TYP.
USE".
CONSTRUCTION
MISCELLANEOUS
SAND-GRAVEL FOR
"LOCAL SAND AND
SECTION 826,
ALDOT SPEC
BEDDING MEETING
CLEAN SAND
6" 6"
STANDARD DEPTH SHOWN, COORDINATE WITH COR.
NOTE: IF SPECIAL CIRCUMSTANCES REQUIRE VARIANCE FROM
SHALL BE 36". COORDINATE WITH COR.
STANDARD DEPTH SHOWN, MINIMUM COVER UNDER LIVE LOADS
NOTE: IF SPECIAL CIRCUMSTANCES REQUIRE VARIANCE FROM
BASE/SUBBASE MATERIALS
BEDDING, BACKFILL OR
FOR SEPARATION OF SOIL AND
GEOTEXTILE FABRIC INSTALLED
SECT 608
FABRIC PER ALDOT SPEC
W/GEOTEXTILE SEPARATION
WRAP BEDDING MATERIAL
SECT 608
FABRIC PER ALDOT SPEC
W/GEOTEXTILE SEPARATION
WRAP BEDDING MATERIAL
T. LEWIS
FAC-U-4600-C3
AS NOTED C3
ON CADD ONLY.
BY:
04-04-16
BJJ
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
05:00 PM B. JANSEN
08-07-17
M5066
WORK REQUEST NO. 4351454
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\c3.dgn
DETAILS
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\c3.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
AS22 GROUP LEAD
COPPER WIRE
14 GA STRANDED
WARNING TAPE
WARNING TAPE
COPPER WIRE
14 GA STRANDED
M I
N
M I
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m1.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
M1
03-29-16
GAB
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m1.dgn
WORK REQUEST NO.
M1
LEGEND, SCHEDULE, AND GENERAL NOTES
HWS
HWR
HOT WATER SUPPLY
HOT WATER RETURN
HOT WATER PUMPHWP
EX
AFF ABOVE FINISH FLOOR
EXISTING
1 INSTALLATION NOTE IDENTIFICATION
INDICATES EXISTING ITEM
CONNECT NEW TO EXISTING
XXX
AUTOMATIC AIR VENT
DIRECTION OF FLOW
FLOW METER
PIPE TURNING DOWN
V-1
DO DIGITAL OUTPUT (OUT OF PANEL)
2-WAY CONTROL VALVE
CONTROL WIRING (SIGNAL PATH)
DIFFERENTIAL PRESSURE SENSOR
TEMPERATURE SENSORT
DPS
NO NORMALLY OPENROOM NUMBER IDENTIFICATION
SCHEDULED ITEMXXX
FM FLOW METER
BTU BRITISH THERMAL UNIT METER
FM FLOW METER
VALVE IDENTIFICATION
PIPING
LEGEND
GENERAL NOTES
GENERAL
EQUIPMENT ABBREVIATIONS
PIPING
CONTROLS
VALVES AND ACCESSORIES
CHANGE IN DIRECTION
PIPE TURNING DOWN WITH
INDICATES NEW ITEM/WORK
OF 4
BTU BTU METER
CONTROL VALVE SCHEDULE
MARK
MODELTYPE
SERVICE
TYPE
ACTUATOR
MANUFACTURER ***CV
MAXIMUM
V-2 HOT WATER 6 ELECTRIC NYL2-C061 2175
V-1 HOT WATER 6 ELECTRIC NYL2-C061 2175
(GPM)
RATE
FLOW
BASIS OF DESIGN
A.K. CAMPBELL
ET THERMAL EXPANSION TANK
P PRESSURE SENSOR
AI
AO
ANALOG INPUT (TO PANEL)
ANALOG OUTPUT (OUT OF PANEL)
GPM GALLONS PER MINUTE
IN INCHES
(IN)
SIZE
VALVE
UNION
BALL VALVE
BUTTERFLY VALVE
FLEXIBLE CONNECTION
STRAINER
PRESSURE/TEMPERATURE TEST PLUGPT
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
CHECK VALVE
RUN ALL EXPOSED PIPING AS HIGH AS POSSIBLE UNLESS OTHERWISE NOTED.8.
SPACE.
DO NOT INSTALL PIPING OVER ANY ELECTRICAL EQUIPMENT OR ELECTRICAL SERVICE 7.
COORDINATE ROUTING WITH OTHER TRADES.
ROUTE ALL HORIZONTAL PIPING ABOVE CEILING UNLESS OTHERWISE NOTED. 6.
U.L. AND ASTM.
MATERIALS AND EQUIPMENT SHALL HAVE APPLICABLE STAMPS OR SEALS OF ARI, ASME, 5.
WORK.
STANDARDS AND OTHER REGULATORY BODIES HAVING JURISDICTION OVER THE CLASS OF
THIS PROJECT SHALL CONFORM TO APPLICABLE ASHRAE, IBC, NFPA, AND SMACNA 4.
CALLED OUT.
INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT SPECIFICALLY
LABOR, MATERIAL, TOOLS AND EQUIPMENT FOR A COMPLETE AND FUNCTIONAL SYSTEM
THE CONTRACTOR SHALL PROVIDE A COMPLETE MECHANICAL SYSTEM TO INCLUDE ALL 3.
MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
INSTALL ALL EQUIPMENT AND COMPONENTS PER THE REFERENCED SPECIFICATIONS AND 2.
THE RESPECTIVE MECHANICAL DRAWINGS.
THIS SET. NOTES SPECIFIC TO INDIVIDUAL MECHANICAL DRAWINGS WILL BE SHOWN ON
GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICAL DRAWING OF 1.
POTABLE COLD WATERPCW
*** CV = GPM * SQRT(1/P), WHERE P = CHANGE IN PRESSURE (PSI). CV IS IN US CUSTOMARY UNITS
PIPE TURNING DOWN
D. KOONTZ
CV
PSI/PSIG POUNDS PER SQUARE INCH, GAUGE
UCS
VFD VARIABLE FREQUENCY DRIVE
FLOW COEFFICIENT
UTILITY CONTRL SYSTEM
BRAY COMMERCIAL
BRAY COMMERCIAL
07-18-17
11:00 AM
PIPING
BURIED PIPING
2-WAY MODULATING VALVE
NOTES:
D. KOONTZ
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m2.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
1313 1311 13091314
FIRE PUMP RM
BREAK RM
1 2 31.5
C
D
P
M
B &
G (SERIES 1510) 6E
G P
M
H P
H E
A D
R P
M
B &
G (SERIES 1510) 6E
G P
M
H P
H E
A D
R P
M
B &
G (SERIES 1510) 6E
G P
M
H P
H E
A D
R P
M
B &
G (SERIES 1510) 6E
G P
M
H P
H E
A D
BTU
M2
03-29-16
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m2.dgn
WORK REQUEST NO.
M2
KEY PLAN
NOT TO SCALE
SCALE: 1/8" = 1'-0"
8'4'0 12'
FIRST FLOOR
AREA OF WORK,
MECHANICAL PIPING INSTALLATION PLAN
PLANS, DETAIL AND NOTES
INSTALLATION NOTES #
OF 4
SYSTEM-10
SCROLL RESET PROGRAM
BTU METER
ONICON
POWER
NOT TO SCALE
3 DIAMETERS 2 DIAMETERS
UPSTREAM PIPE RUN
MINIMUM STRAIGHT
PIPE RUN
DOWNSTREAM
STRAIGHT
MINIMUM
SCALE: 1/4" = 1'-0"
4'2'0 6'
ENLARGED MECHANICAL PIPING INSTALLATION PLAN
1 21.5 3
C
CONNECTION
WATER
EX MAKE-UP
SEPARATOR
EX AIR
HEATER
EX UNIT
6"
24VAC INPUT
SENSOR
RETURN TEMPERATURE
SUPPLY
RETURN
FLOW DIRECTION
M2
M2
EX 4600-ET0001
A.K. CAMPBELL
09-07-17
10:00 AM
D. KOONTZ
EX 4600-HWP0002
EX 4600-HWP0001
TO CONTROL SYSTEM
SIGNAL CONNECTIONS
N2
2 4600-HWM0001
V-2
V-1
6" HWS BELOW
6" HWR ABOVE
9' AFF
6" HWS
10' AFF
6" HWR
10' AFF
6" HWS
10' AFF
6" HWR
RECOMMENDATIONS
MANUFACTURER'S
PROVIDE GROUNDING PER
SENSOR
TEMPERATURE
SUPPLY
6" HWR
6" HWS
NOT TO SCALE
EXTERIOR WALL OR FOUNDATION WALL
PENETRATION DETAIL - BELOW GRADE
M2 SCALE: 1/2 " = 1'-0"
PIPE ENTRY TO BUILDING DETAIL
BTU METER INSTALLATION DETAIL
FLOW METER
SERVICE PIT
PROVIDE ISOLATION BUTTERFLY VALVE IN HOT WATER SUPPLY AND RETURN RISERS.6.
ROUTE THROUGH EXISTING PENETRATION IN PIT WALL.5.
PIPING.
BURIED HOT WATER SUPPLY AND RETURN PIPING. SEE SHEET C2 FOR CONTINUATION OF 4.
PROVIDE BTU METER FIELD DEVICES. SEE DETAIL 4.3.
PROVIDE BTU METER 4600-HWM0001.2.
PROVIDE PRESSURE SENSORS ON HEAT RECOVERY SUPPLY AND RETURN PIPING.1.
PIPE CL
INSULATION
EXTERIOR WALL
MEMBRANE
WATERPROOFING
EXISTING
PIPE SLEEVE
EXISTING
MASONRY WALL
CONCRETE OR
EXISTING
SEALANT 1" DEEP
NEW SILICON
BACK UP MATERIAL
NEW MINERAL WOOL
FLANGE
EXISTING SLEEVE
COMPATIBLE WITH
CLAMPING COLLAR
NEW WATERPROOFING
(TYP)
GRADE
FLOOR GRATE
46" HWS BEYOND
6" HWR
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m3.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
1"
1"
6" 6"
1"
6"
DRAIN
TO FLOOR
HWS
HWR
H W
S
DRAIN
TO FLOOR
HWR
HWS
HWS
HWR
HWR
AIR SEPARATOR
HWS HWS
BTU METER
FLOW METER FOR
6"
6"
6"
6" 6"
DRAIN
TO FLOOR
V-2
V-1
6"
6"
6"
PT
6"
6"
EX 4600-HWP0002
EX 4600-HWP0001
EX 4600-ET0001
OF PIPING
FOR CONTINUATION
SEE SHEET C2
FROM BUILDING 4600
TO BUILDING 4600
FROM HOT WATER DISTRIBUTION LOOP
TO HOT WATER DISTRIBUTION LOOP
06-06-16
WORK REQUEST NO.
M3
FLOW DIAGRAM
OF 4
NOT TO SCALE
M3 A.K. CAMPBELL
D. KOONTZ
BUILDING 4600 HOT WATER SYSTEM FLOW DIAGRAM
09-07-17
BTU METER
SENSORS FOR
TEMPERATURE
11:00 AM D. KOONTZ
SENSORS
PRESSURE
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m4.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
BTU
HWS
HWR
H W
S
HWR
HWS
HWS
HWR
HWR
FROM BUILDING
TO BUILDING
AIR SEPARATOR
PCW
HWS HWS
V-2
V-1
NO
AO
AI
P
P
DPS
NO
VFD
DO
AI
AO
TO UCS
INTERFACE
SERIAL
VFD
DO
AI
TO UCS
INTERFACE
SERIAL
AO
AI
AI
AO
FMT
TO UCS
INTERFACE
SERIAL
EX 4600-HWP0001
EX 4600-HWP0002
EX 4600-ET0001
FROM HOT WATER DISTRIBUTION LOOP
TO HOT WATER DISTRIBUTION LOOP
06-06-16
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\m4.dgn
M4
CONTROLS
OF 4
A.K. CAMPBELL M4
D. KOONTZ
07-18-17
BUILDING 4600 HOT WATER SYSTEM SEQUENCE OF OPERATION
NOT TO SCALE
BUILDING 4600 HOT WATER SYSTEM CONTROL DIAGRAM
11:00 AM D. KOONTZ
THEIR NORMAL SEQUENCE.
2. HOT WATER PUMPS 4600-HWP0001 AND 4600-HWP0002 SHALL OPERATE ACCORDING TO
1. BUILDING 4600 ISOLATION VALVES V-1 AND V-2 SHALL BE MODULATED FULLY OPEN.
IF HEATING IS NEEDED THE FOLLOWING ACTIONS SHALL BE PERFORMED BY UCS:
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\U1.dgn
DESIGNED
DRAWN
CHECKED
SCALE:
AE: DATE:
AE FIRM:
DRAWING NO.
NASA AE CONTRACT NO.
ACCEPTANCE OF THIS SHEET
SIGNATURES ON INDEX SHEET INDICATE
Marshall Space Flight Center
Huntsville, Alabama 35812
APPROVED:
APPROVAL RECOMMENDED:
AS22 SUPPORT A/E
AS22 TEAM LEAD
CHANGES TO THIS DRAWING SHALL BE MADE
ON CADD ONLY.
BY:
PRELIMINARY CADD DWG.
A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"
THIS DRAWING WAS DESIGNED TO BE PRINTED AT
WARNING
DO NOT SCALE THIS DRAWING
AS NOTED M5066
N:\DesignProjects\4351454 - HEAT RECOVERY SYSTEM\4351454-U-4600\U1.dgn
U1
HVAC HEATING, VENTILATION, AIR CONDITIONING
GND GROUND
MSFC MARSHALL SPACE FLIGHT CENTER
RET RETURN
SH SHIELD
SUP SUPPLY
RAF RETURN AIR FAN
MTR METER
COMMON
AI ANALOG INPUT
AO ANALOG OUTPUT
DI DIGITAL INPUT
DO DIGITAL OUTPUT
SP SERIAL PORT
MIN MINIMUM
MS MICROSCAN
FCU FAN COIL UNIT
HWRT HOT WATER RETURN TEMPERATURE
HWST HOT WATER SUPPLY TEMPERATURE
SAF SUPPLY AIR FAN
STMV STEAM VALVE
SPEC SPECIFICATION
NO. NUMBER
REF REFERENCE
DPT DIFFERENTIAL PRESSURE TRANSMITTER
HWP HOT WATER PUMP
CHWP CHILLED WATER PUMP
PWRFL POWER FAIL
BYP BYPASS
HWC STEAM TO HOT WATER CONVERTER
UCS UTILITY CONTROL SYSTEM
CHWS CHILLED WATER SYSTEM
HWS HOT WATER SYSTEM
AIR HANDLING UNIT
STM STEAM
PN PART NUMBER
PH# PHONE NUMBER
I/O INPUT/OUTPUT
COR CONTRACTING OFFICER'S REPRESENTATIVE
RM ROOM
EXISTING
KW KILOWATT
AH
AC ALTERNATING CURRENT
KWD KILOWATT DEMAND
KWH KILOWATT HOUR
DIA DIAMETER
GPM GALLONS PER MINUTE
KGAL THOUSAND GALLONS
PSI POUNDS PER SQUARE INCH
ERU ENERGY RECOVERY EQUIPMENT
2-WAY CONTROL VALVE
XXX ROOM NUMBER IDENTIFICATION
1 INSTALLATION NOTE IDENTIFICATION
INDICATES EXISTING ITEM
INDICATES NEW ITEM
XXXX-XXX-XXX
BUILDING NUMBER
CONTROL POINT
SYSTEM IDENTIFIER
EQUIPMENT OR
PRESSURE TRANSMITTER
BTU METER
VARIABLE FREQUENCY DRIVE
P
VFD
BTU
02-08-16
DGB D. BORDER
ABBREVIATIONS, LEGEND AND NOTES
U1
D. BORDER
D. BORDER
J. PAGE
OF 4
COM
BTU BRITISH THERMAL UNIT
BLK BLACK
EXIST
FLR FLOOR
FD FIELD DEVICE
HWSP HOT WATER SUPPLY PRESSURE
HWRP HOT WATER RETURN PRESSURE
HRS HEAT RECOVERY SYSTEM
HZ HERTZ
ISOVLV ISOLATION VALVE
LVL LEVEL
LCD LIQUID CRYSTAL DISPLAY
MAX MAXIMUM
mA MILLIAMPERE
NPT NOMINAL PIPE THREAD
POT_WATER POTABLE WATER
P/N PART NUMBER
PRV PRESSURE REDUCING VALVE
VAC VOLTS ALTERNATING CURRENT
VA VOLT AMPERE
V# VALVE IDENTIFIER
VFD VARIABLE FREQUENCY DRIVE
LEGENDABBREVIATIONS GENERAL NOTES
APPLICATION FOR EACH UTILITY METER.
THE CONTRACTOR SHALL INSTALL A COPY OF THE EXISTING METER DATA MANAGEMENT 10.
THE CONTRACTOR SHALL UPDATE THE CMMS DATABASE.9.
AND UCS CONTRACTOR.
THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK CLOSELY WITH THE COR 8.
REUSED FIELD DEVICES. SPLICING OF WIRING WILL NOT BE PERMITTED.
INSTALL NEW UCS SENSOR, DATA AND/OR 24VAC CABLE TO ALL NEW, REPLACED AND 7.
POSITION. SHIELD/DRAIN WIRES ARE NOT TO EXTEND IN TO THE I/O PANEL.
A MAXIMUM OF 5 SHIELD DRAIN WIRES SHALL BE TERMINATED AT EACH GROUND BAR 6.
336-679-2126.
MICROSCAN PRODUCTS ARE AVAILABLE FROM DORSETT TECHNOLOGIES, PHONE NUMBER 5.
SPECIFICALLY CALLED OUT.
INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT
LABOR, MATERIAL, TOOLS AND EQUIPMENT FOR A COMPLETE AND FUNCTIONAL SYSTEM
THE CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM TO INCLUDE ALL 4.
MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
INSTALL ALL EQUIPMENT AND COMPONENTS PER THE REFERENCED SPECIFICATIONS AND 3.
RESPECTIVE UCS DRAWINGS.
SET. NOTES SPECIFIC TO INDIVIDUAL UCS DRAWINGS WILL BE SHOWN ON THE
GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH UCS DRAWING OF THIS 2.
DRAWINGS AS APPROPRIATE TO PERFORM THE WORK.
26 - ELECTRICAL. COORDINATE WITH OTHER DIVISIONS OF THE SPECIFICATIONS AND
CONTROL/UTILITY CONTROL SYSTEM AND THE FOLLOWING DIVISIONS: 23 - HVAC AND
INCLUDES BUT IS NOT LIMITED TO SECTION 23 09 23 - DIRECT DIGITAL
FOR UCS WORK, REFERENCE SPECIFICATION AS…
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