Appendix D 2A Cooling System Plans.pdf
PDF 13 MB Posted
- Solicitation number
- W912P6-20-R-0009
About this file
This solicitation notice is for a federal contract opportunity issued by the U.S. Army Corps of Engineers Chicago District. The project involves replacing the pulse-generating control system for the Chicago Sanitary and Ship Canal Barrier IIA aquatic nuisance species dispersal barrier facility in Romeoville, Illinois. The contractor will be required to furnish and install a new control system for Barrier IIA by April 1, 2021, with an optional additional control system for Barrier IIB to be installed by November 1, 2021 if awarded. The installations must be completed within 120 calendar days and testing within 30 days. The control systems must integrate with existing backup generator controls and be fully functional for efficient and effective pulse generation. The North American Industry Classification code is 334513 and competition is unrestricted with a 10% price evaluation preference for HUBZone small businesses. Proposals are due by the date specified in the solicitation document. The point of contact is listed for any questions.
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SHEET INDEX
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®of Engineers
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ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
PROJECT MANAGER
REVIEWED BY:
ATR TEAM LEADER DATE CHIEF, DESIGN BRANCH DATE
DATE
LOCATION MAP VICINITY MAP
(N.T.S) (N.T.S)
PROJECT LOCATION
SHEET SHEET TITLE
NUMBER REFERENCE
1. G-001
2. G-002
3.
4. V-001 SURVEY CONTROL AND BENCHMARKS
5.
6.
7. S-101
8.
M-101 PLAN VIEW
9.
M-301
10.
M-302
11.
M-303
12.
M-304
13.
M-305
14.
M-306
15.
M-307
16.
M-601 ONE LINE DIAGRAM
17.
ELECTRICAL DEMOLITION PLAN
18.
E-101 ELECTRICAL POWER PLAN
19.
E-601 ONE LINE DIAGRAM
M-001 GENERAL NOTES
MD-101
MD-102
20.
21.
22.
LOCATION AND VICINITY MAP AND SHEET INDEX
GENERAL NOTES AND STANDARD ABBREVIATIONS
WORK LIMITS
DEMOLITION PLAN
SITE PLAN
COOLING EQUIPMENT CONCRETE PAD TYPICAL SECTION
M-602
M-603
M-604
23.
24.
25.
26.
27.
28.
MD-501
29.
M-308
ED-101
MD-502
M-501 DETAILS
GC-001
CD-101
CS-101
MECHANICAL SCHEDULES
MECHANICAL SCHEDULES
CHILLER UNIT
COOLING TANK DEMOLITION
COOLING SYSTEM PIPING PLAN DEMOLITION
THERMOSTAT AND PULL STATION RELOCATION
ELECTRIC CONDUITS RELOCATION
JEFFREY DUPONT, P.E.
MIKE NGUYEN, P.E. 08 AUGUST 18
JOSEPH SCHMIDT, P.E. 08 AUGUST 1808 AUGUST 18
30. R-001 COOLING TANK, PLAN, SECTIONS, AND EQUIPMENT PAD DETAIL
J G
CHICAGO SANITARY SHIP CANAL
BARRIER - 2A
COOLING SYSTEM REPLACEMENT
LOCKPORT, ILLINOIS
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
CHICAGO DISTRICT
W912P6-18-C-0018
W912P6-18-B-0012
RECORD DRAWINGS / AS-BUILT CONDITIONS - ASI/HILL - W912P6-18-C-0023
/0
/2
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3PUMP ASSEMBLY DETAILS - REVERSED
PUMP ASSEMBLY DETAILS
HEAT EXCHANGER ASSEMBLY DETAILS
HEAT EXCHANGER ASSEMBLIES
/2
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SEP 20, 2019
PULSER CABINET PIPING
CHILLER & HEAT EXCHANGER ELEVATION
INFORMATION COMBINED ON DRAWING M-302
INFORMATION COMBINED ON DRAWING M-302
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G-002G-002
GENERAL NOTES
STANDARD ABBREEVIATIONS
PAVEMENTP
TOP OF CURBTC
GRADE AT FORNDATIONGF
FINISH FLOORFF
CENTERLINECL
FIRE HYDRANTFH
NORTH AMERICAN VERTICAL DATUMNAVD
OCEAN SURVEYS, INC.OSI
CORPS OF ENGINEERSCOE
ARMY CORPS OF ENGINEERSACOE
DIGITAL TERRAIN MODELDTM
CORRUGATED METAL PIPECMP
REINFORCED CONCRETE PIPERCP
STEEL SHEET PILESSP
CONTRACTING OFFICER'S REPRESENTATIVECOR
MANHOLEMH
VERIFY IN FIELDVIF
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
PIPE SLOPES
HORIZONTALH
VERTICALV
MINIMUMMIN
NOT TO SCALENTS
EXPANSION JOINTEJ
CONSTRUCTION JOINTCJ
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VFD
20AT
100AF
PB
M
SAFETY DISCONNECT SWITCH, 3P IN NEMA 3R/4X INDOOR/OUTDOOR
FUSED DISCONNECT SWITCH, 3P IN NEMA 3R/4X INDOOR/OUTDOOR
COMBINATION MOTOR STARTER, NEMA SIZE X UNO
VARIABLE FREQUENCY DRIVE
MOTOR
MOLDED CASE CIRCUIT BREAKER (MCCB) WITH LSI FUNCTIONS FRAME SIZE AND TRIP RATING 3-POLE
PULL BOX, SIZED PER NEC UNO
ABOVE GROUND CONDUIT (HIDDEN FROM VIEW IN ARCHITECTUALLY FINISHED SPACES)
BELOW GROUND/GRADE CONDUIT (ROUTED IN OR BELOW CONCRETE/SLAB)
ELECTRICAL SYMBOL LEGEND
F L
F L
ALL ON-SITE CONSTRUCTION ACTIVITIES SHALL BE COMPLETED WITHIN THAT TIME FRAME.
13. THE BARRIER CAN ONLY BE SHUT DOWN FROM DECEMBER 15, 2018 UNTIL MARCH 31, 2019.
PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.
12. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION MUST BE RESTORED TO
REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.
WITHIN THE WORK AREA. DAMAGES TO EXISTING FEATURES MUST BE REPAIRED OR
UTILITIES, EQUIPMENT, AND FEATURES THAT ARE NOT DESIGNATED TO BE REMOVED
11. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
STRAY CURRENT.
CONTRACTORS MUST TAKE PRECAUTIONS TO PROTECT EMPLOYEES FROM
OF THE STRAY CURRENT HAS BEEN AS HIGH AS 346 VOLTS DIRECT CURRENT (VDC).
CONDUCTIVE MATERIALS WITHIN AND ADJACENT TO THE WORK LIMITS. MEASUREMENT
CONDUCTIVE MATERIALS CONTACTING THE GROUND, STRUCTURES, OR OTHER
CAUSED ELECTRIFICATION AND POTENTIAL SHOCK HAZARD WITH REGARD TO
10. AS A CONSEQUENCE OF OPERATIONS AT THE FISH BARRIER, STRAY CURRENT HAS
WILL BE UTILIZED BY OTHERS DURING PROJECT DURATION.
TRAFFIC DURING THE CONSTRUCTION DURATION OF THE PROJECT. ROADWAY
9. CONTRACTOR SHALL PROVIDE AT LEAST ONE OPEN LANE FOR TWO WAY TRUCK
ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.
8. CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT
NOT FROM CANAL, VIA BARGE OR BOAT.
7. CONTRACTOR SHALL NOTE THAT ALL WORK WILL BE PERFORMED ON LAND AND
15 DECEMBER 2018 TO 1 APRIL 2019.
WORKING IN AND AROUND THE CANAL. SHUTDOWN OF THE BARRIER MAY OCCUR FROM
WILL BE ACTIVE DURING CONSTRUCTION AND SHOULD PROCEED WITH CAUTION WHILE
6. CONTRACTOR SHALL BE AWARE THAT OTHER ELECTRIC BARRIERS ON THE SITE
MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.
5. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH
THE SPECIFIED WORK LIMITS.
4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN
BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO START OF WORK.
AND GRADES PRIOR TO COMMENCEMENT OF CONSTRUCTION, IF DISCREPANCIES
3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS
VERTICAL DATUM (NAVD) OF 1988.
2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.
1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS
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GC001GC001
B1
WORK LIMITS PLAN
SCALE: 1" = 40'
NORTH
PLAN
TRUE N
50' 100'0
J O
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B O
S K I, P .E
W O
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F L
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SIGN
(UNPAVED)
OLD ROMEOVILLE RD(UNPAVED)
OLD ROMEOVILLE RD
(UNPAVED)
OLD ROMEOVILLE RD
STAGING AREA
EXISTING COMED SUB STATION
EXISTING COMED IIB TRANSFORMER
EXISTING BARRIER 2A GENERATOR
EXISTING WALKWAY
EXISTING TRANSFORMER
COOLING TANK
EXISTING BARRIER 2A
EXISTING PULSE GENERATING BUILDING
EXISTING RECTIFIERS
TRANSFORMER
EXISTING
IIB BUILDING
EXISTING BARRIER
IIA BUILDING
EXISTING BARRIER
AND WORK LIMITS
EXISTING FENCE
WORK LIMITS
EDGE OF ROAD
CHICAGO SANITARY AND SHIP CANAL (CSSC)
E
R O
M E
O R
D
WL1
WL2
WL3
WL4
QUALITY BUILDING
EXISTING POWER
SA1
SA2
SA3
SA5
SA4
STAGING AREA COORDINATE POINTS
NORTHERN EASTERNPOINT
WORK LIIMITS COORDINATE POINTS
RAILROADRAILROAD
1059005.81811251.28SA5
1059006.561811334.56SA4
1059014.471811390.49 SA3
1058973.211811394.81 SA2
1058961.061811252.52 SA1
1059043.2 1811979.73 WL4
1059046.8 1812090.64WL3
1059008.191812092.46 WL2
1058999.651811981.63 WL1
EASTERNNORTHERN POINT
WORK LIMITS
FENCING MUST BE DEPLOYED TO ENSURE SITE SECURITY EACH DAY.
JERSEY BARRIERS AS NEEDED FOR CONSTRUCTION ACCESS. TEMPORARY
REMOVE, STORE, AND REPLACE (AFTER COMPLETION OF WORK) FENCE AND 2.
REMOVED BY OTHERS.
CONSTRUCTION TRAILER SHOWN ON AERIAL MAP AT STAGING AREA WAS 1.
GENERAL NOTES
LEGEND:
WORK LIMITS
EXISTING FENCE
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V-001
F L
F A
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E F F
L E
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F L
F A
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E F F
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R P
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V-001
F L
F L
F A
Y E L
E F F
L E
R
NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
ELEV.
NORTHING (Y)
GENERAL NOTES
N
100 0 100 200
SCALE IN FEET
PT NO. 15 1,059,164.98 582.84 BRASS USACE DISK
OF CONCRETE PAD
DISK SET ON NW CORNER
OF CONCRETE PAD
DISK SET ON SW CORNER
586.08
585.80
1,058,840.11
1,058,811.60
12-235-1
USACE 1
12-235-2
USACE 2
NAVD88
ELEV.
ME2887.
REFERENCED TO NGS MONUMENTS ME1966, AE9231, ME3356, AND
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.
STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS
BID.
THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE
NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT
DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL
EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND
AND REPRESENTS CONDITIONS EXISTING AT THAT TIME.
FROM A 2013 SURVEY COMPLETED BY THE CHICAGO DISTRICT
1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE
1,813,786.14
1,812,462.75
1,812,138.26
PT NO. 15
COE 12-235-2
USACE 2
COE 12-235-1
USACE 1
9 59
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F L
F A
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A1
DEMOLITION PLAN
SCALE: 1" = 5' 0 5' 10'
NORTH
PLAN
TRUE N
EXISTING BARRIER IIA BUILDING
TO BE REMOVED
EXISTING COOLING TANK CONCRETE PAD
WORK LIMITS AND EXISTING FENCE
WORK LIMITS
BUILDING
EXISTING POWER QUALITY
EXISTING WALKWAY
GENERATING EQUIPMENT
EXISTING PULSE
CHICAGO SANITARY AND SHIP CANAL
(UNPAVED)
OLD ROMEOVILLE RD
REPLACE AFTER EACH WORK DAY
FOR CONSTRUCTION ACCESS AND
REMOVE FENCE AS NECESSARY
FENCING MUST BE DEPLOYED TO ENSURE SITE SECURITY EACH DAY.
JERSEY BARRIERS AS NEEDED FOR CONSTRUCTION ACCESS. TEMPORARY
REMOVE, STORE, AND REPLACE (AFTER COMPLETION OF WORK) FENCE AND 3.
OF CONCRETE DEBRIS OFFSITE.
REMOVE EXISTING CONCRETE SLAB UNTO TO GRAVEL SUB-BASE. DISPOSE 2.
SITE.
REMOVE EXISTING COOLING TANK AND APPURTANANCES AND DISPOSE OFF 1.
GENERAL NOTES
LEGEND:
DEMOLITION
F L
F L
J O
H N G
R O
B O
S K I, P .E
TO BE REMOVED
EXISTING BARRIER IIA COOLING TANK
9 59
H
H
PUMP MODULE 3
TANK MODULE 3
Y =1811989.0356
X =1059029.6942
Y =1812010.0100
X =1059030.7305
Y =1812010.3061
X =1059024.7378
Y =1811989.3316
X =1059023.7015
Y =1811988.6480
X =1059032.3277
Y =1811988.8802
X =1059026.3322
Y =1812009.8645
X =1059027.1451
Y =1812009.6322
X =1059033.1406
S O
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F L
F A
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E F F
L E
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A1
SITE PLAN
SCALE: 1" = 5'
NORTH
PLAN
TRUE N
0 5' 10'
BUILDING
EXISTING POWER QUALITY
EXISTING BARRIER IIA BUILDING
(UNPAVED)
OLD ROMEOVILLE RD
EXISTING WALKWAY
CHICAGO SANITARY AND SHIP CANAL
GENERATING EQUIPMENT
EXISTING PULSE
WORK LIMITS
EXISTING FENCE
WORK LIMITS AND
CLEARANCE
SERVICE
MIN. 3.5'
SYSTEM
COOLING
PROPOSED
9'X22'
12" CONCRETE PAD
REFER TO SHEETS MECHANICAL SHEETS FOR EQUIPMENT DETAILS.
PLACE COOLING SYSTEM EQUIPMENT OVER PROPOSED CONCRETE SLAB. 3.
SHOWN FROM THE COOLING EQUIPMENT TO ADJACENT STRUCTURES.
SHEET (S-101) FOR DETAILS. MAINTAIN MINIMUM CLEARANCE DISTANCE AS
PLACE 12" CONCRETE PAD AT LOCATION SHOWN. REFER TO STRUCTURAL 2.
BEDROCK TO BASE OF CONCRETE PAD.
SUBBASE. IF DEPTH FROM BEDROCK IS LESS THAN 8", PLACE GRAVEL FROM
MOVE AND COMPACT GRAVEL SUBBASE TO ATTAIN 8" DEPTH OF GRAVEL 1.
GENERAL NOTES
.3
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N 1812009.63
E 1059033.14
N 1812009.87
E 1059027.15
N 1811988.88
E 1059026.33
3.63'
(3' MIN. SERVICE CLEARANCE)
3.67'
N 1811988.65
E 1059032.33
B O
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...\DGN\114466-6L84D0_S-101.dgn
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3/4" CHAMFER TYP.
2" CLEAR COVER TYP.
#4 @ 6" TYP.
#4 @ 6" TYP.
2" CLEAR COVER TYP.
-0
E1
TYPICAL CONCRETE EQUIPMENT PAD SECTION
SCALE: 1" = 1'
6"EQUIPMENT DIMENSION6"
M
IN
A B
O V
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U N
D
8".
PLACE GRAVEL FILL TO BEDROCK, IF BEDROCK IS LESS THAN 4.
SWING ARC OF DOORS.
INSTALL EDGE OF CONCRETE A MINIMUM OF 6" AWAY FROM 3.
CONCRETE PAD REINFORCING MUST BE EPOXY COATED, TYP. 2.
AS A FOUNDATION FOR THE CONCRETE PAD.
AN 8" WELL-COMPACTED GRAVEL BASE MUST BE PROVIDED 1.
NOTE:
S E
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...\DGN\114466-6L84D0_M-001.dgn
9/19/2019 8:21:20 AM
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GENERAL NOTES GENERAL MECHANICAL NOTES
AT HIS OWN EXPENSE.
CONTRACTOR SHALL REASSEMBLE EQUIPMENT AFTER IT IS IN THE SPACE
HOUSING FOR ENTRANCE INTO THE EXISTING SPACE OR BUILDING.
ELECT TO ORDER THE EQUIPMENT DISASSEMBLED AND/OR WITH SPLIT
RESTORE SAME TO ORIGINAL SIZE AND CONDITION. CONTRACTOR MAY
SHALL, AT HIS OWN EXPENSE, PROVIDE NEW OR ENLARGED OPENINGS AND
BUILDING. IF OPENINGS ARE TOO SMALL FOR ACCESS THEN CONTRACTOR
EQUIPMENT INTO OR REMOVAL OF EXISTING EQUIPMENT FROM THE
WINDOWS, DOORS, CORRIDORS, ROOMS, ETC. FOR ACCESS OF THE NEW
CONTRACTOR SHALL FIELD COORDINATE THE SIZE OF EXISTING OPENINGS, 14.
FIT IN THE SPACE AND FUNCTION AS INTENDED.
ENGINEER TO MAKE CHANGES WHICH WOULD ALLOW THE EQUIPMENT TO
WORK REQUIRED BY OTHER CONTRACTORS, GOVERNMENT, ARCHITECT OR
GOVERNMENT. CONTRACTOR WILL ALSO PAY ALL COSTS FOR ADDITIONAL
ACCOMMODATE SUCH EQUIPMENT AT NO ADDITIONAL COST TO
CONTRACTOR SHALL PAY FOR ALL ALTERATIONS REQUIRED TO
PHYSICAL SIZE OR ARRANGEMENT OF THAT SCHEDULED AND SPECIFIED,
WHEN EQUIPMENT IS SUBMITTED FOR REVIEW AND DOES NOT MEET THE 13.
CAPACITY AND DUTY SPECIFIED.
CHARACTERISTICS OF THE EQUIPMENT SUBMITTED FOR REVIEW MEETS THE
CONTRACTOR AND/OR MANUFACTURER SHALL DOCUMENT HOW THE 12.
AND MAINTENANCE ON THE EQUIPMENT.
ALLOCATED WITH SUITABLE ACCESS AROUND EQUIPMENT FOR OPERATION
DRAWINGS AND EQUIPMENT WILL PHYSICALLY FIT INTO THE SPACE
PERMITTED, PROVIDED THE RATINGS MEET THOSE SHOWN ON THE
SHOWN ON THE DRAWINGS. MINOR DEVIATIONS IN DIMENSIONS WILL BE
DIMENSIONS OF THE EQUIPMENT TO VERIFY THAT IT WILL FIT IN THE SPACE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL THE 11.
SHALL BE SUPPORTED FROM BUILDING STRUCTURAL MEMBERS ONLY.
TANKS, EQUIPMENT, ETC. ALL OVERHEAD SUPPORTED FROM THE CEILING
REQUIRED FOR THE SUPPORTING OF THEIR PIPING, DUCTWORK, CONDUIT,
CONTRACTOR SHALL PROVIDE ALL AUXILIARY SUPPORTING STEEL AS 10.
BACK-CHARGES AS DEEMED APPROPRIATE BY THE G0VERNMENT.
CLEAN-UP AND THE NEGLIGENT CONTRACTOR SHALL PAY THE ASSOCIATED
GOVERNMENT WILL DIRECT ANOTHER CONTRACTOR TO PERFORM THE
CONSTRUCTION. IF CONTRACTOR FAILS TO PROVIDE SUCH CLEAN-UP, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN CLEAN-UP DURING 9.
REMOVED FROM THE SITE.
REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
CAREFULLY SO AS NOT TO DAMAGE THEM. ALL OTHER ITEMS TO BE
ANY ITEMS THAT THE GOVERNMENT WANTS TO RETAIN SHALL BE REMOVED 8.
THE SATISFACTION OF THE GOVERNMENT.
REPAIRED, REPLACED AND PAID FOR BY THE INSTALLING CONTRACTOR, TO
INSTALLATION OF NEW WORK OR REMOVAL OF EXISTING WORK SHALL BE
ARE TO REMAIN. ANY EXISTING FINISHES THAT ARE DAMAGED DURING THE
NOT TO DAMAGE ANY EXISTING BUILDING CONSTRUCTION OR ITEMS THAT
CONSTRUCTION AS CLOSELY AS POSSIBLE. CARE SHALL BE TAKEN SO AS
INVOLVED IN THAT TRADE AND SHALL MATCH THE ADJACENT
AND REFINISHING WORK SHALL BE PERFORMED BY THOSE REGULARLY
INSTALLATION OR REMOVAL OF THEIR WORK. ALL PATCHING, REPAIRING
OR EXISTING BUILDING CONSTRUCTION REQUIRED TO ACCOMMODATE THE
PATCHING, REPAIRING, REFINISHING AND REMOVAL/REPLACEMENT OF NEW
CONTRACTOR SHALL BE RESPONSIBLE AND PAY FOR ALL CORING, CUTTING, 7.
COORDINATED BETWEEN ALL CONTRACTORS ON THE PROJECT.
THE SEQUENCE FOR THE INSTALLATION OF ALL WORK SHALL BE 6.
TRADES BEFORE INSTALLING THEIR WORK.
WORK IF SAME WAS INSTALLED WITHOUT CONSULTING WITH OTHER
EXPENSE, FOR THE REMOVAL AND REINSTALLATION OF ANY PART OF THEIR
ROUGH-IN. EACH CONTRACTOR SHALL BE RESPONSIBLE, AT THEIR OWN
CONDITIONS, SHOP DRAWINGS, AND WORK OF OTHER TRADES PRIOR TO
EXACT LOCATIONS OF ALL DEVICES AND EQUIPMENT WITH FIELD
INSTALLATION OF THE NEW WORK. CONTRACTORS SHALL COORDINATE
WORK OUT SPACE CONDITIONS AND MAKE SATISFACTORY ADJUSTMENTS TO
WITH WORK OF OTHER TRADES, ALL TRADES SHALL MEET ON JOB SITE TO
WHERE THERE IS EVIDENCE THAT WORK OF ONE TRADE WILL INTERFERE 5.
AFFECTED TO INSTALL THEIR WORK PROPERLY AND WITHOUT DELAY.
OPENINGS, ETC. NEEDED FOR THEIR WORK TO PERMIT OTHER TRADES
CONDUIT, RACEWAYS, EQUIPMENT, FRAMES, BOXES, SLEEVES AND
AND/OR SHOP DRAWINGS ON LOCATIONS AND SIZES OF PIPING, DUCTWORK,
CONTRACTOR SHALL FURNISH OTHER TRADES ADVANCE INFORMATION 4.
ENSURE ADEQUATE CLEARANCE FOR THE NEW EQUIPMENT.
THE CONTRACTOR SHALL REROUTE EXISTING CONDUITS OR PIPE LINES TO 3.
CLEAR OF OBSTRUCTIONS.
COORDINATE THAT SPACES IN WHICH THEIR WORK WILL BE INSTALLED ARE
CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES TO 2.
COMPLETION DATE OF THE PROJECT.
MADE WITHOUT ADDITIONAL COST TO THE GOVERNMENT OR DELAY IN
OF OTHER TRADES AND BUILDING CONSTRUCTION. ALL CHANGES SHALL BE
BENDS OR CHANGES IN ELEVATION DUE TO COORDINATION WITH THE WORK
GENERAL ROUTING SHOWN ON THESE DRAWINGS, SUCH AS OFFSETS,
THE CONTRACTOR SHALL MAKE ANY REQUIRED CHANGES FROM THE
THAT MAY BE ENCOUNTERED DURING THE INSTALLATION OF THIS WORK.
EVERY RISE, DROP,OFFSET, FITTING NOR EVERY STRUCTURAL ELEMENT
RACEWAYS, ETC,AS SHOWN ON DRAWINGS, DOES NOT INTEND TO TO SHOW
DRAWINGS ARE GENERALLY DIAGRAMMATIC ROUTING OF PIPING, CONDUITS, 1.
SPECIFICATIONS.
ACCOMMODATE ALL PIPING, SUPPORTS, SLEEVES, ETC. AS REQUIRED BY
CONTRACTOR SHALL VERIFY ALL PENETRATION DIMENSIONS TO 15.
MANUFACTURERS RECOMMENDATIONS.
ALL COOLING SYSTEM COMPONENTS SHALL BE INSTALLED AS PER 14.
PIECE OF EQUIPMENT BEFORE FABRICATION AND INSTALLATION.
AND DETERMINE EXACT ROUTE AND LOCATION OF EACH ELEMENT AND
AND SHALL THOROUGHLY COORDINATE WORK WITH ALL OTHER TRADES
INSTALLATION TO ASSURE PROPER FIT AND AVOIDANCE OF OBSTRUCTIONS,
CONTRACTOR SHALL LAYOUT ALL EQUIPMENT PRIOR TO FABRICATION OR 13.
BEFORE START OF WORK.
OBSTACLES OR INTERFERENCE'S. ALL DIMENSIONS ARE TO BE VERIFIED
CHANGES IN ELEVATION, FITTINGS, OR OFFSETS TO ACCOMMODATE
VERIFY EXACT LOCATION AND ELEVATIONS AT THE SITE. MAKE NECESSARY 12.
AND THE RECTIFIER UNIT.
CONNECTING TO THE PLATE AND FRAME HEAT EXCHANGER, PULSER UNIT,
THE CONTRACTOR SHALL FLUSH THE COOLING SYSTEM PRIOR TO 11.
SYSTEM.
SHALL DEMONSTRATE REMOVAL OF THE ASSEMBLIES FROM THE COOLING
ASSEMBLIES INSTALLATION AND PRIOR TO TESTING, THE CONTRACTOR
ENGINEER LICENSED IN THE STATE OF ILLINOIS. AFTER HEAT EXCHANGER
SUPPORTS AND ALL DETAILS SEALED AND SIGNED BY STRUCTURAL
AND FABRICATION SHOP DRAWINGS SHOWING LAYOUT OF THE PIPE, PIPE
EXTENT OF PIPING AND ELEVATIONS. SUBMIT CALCULATIONS, DRAWINGS
REQUIREMENTS IN THE SPECIFICATIONS. SEE MECHANICAL DRAWINGS FOR
COMPLY WITH THE GOVERNING BUILDING CODE AND THE MINIMUM
EXPANSION AND CONTRACTION OF THE PIPING SYSTEM. DESIGN SHALL
ENGINEER FOR ALL VERTICAL LOADS, THRUST FORCES, AND LOADS FROM
DESIGNED BY THE CONTRACTOR'S ILLINOIS LICENSED STRUCTURAL
OR SAG OVER TIME. THE MODULAR SUPPORT FRAME SYSTEM SHALL BE
SHALL INSURE THE ASSEMBLY SUPPORT FRAME SYSTEM WILL NOT SETTLE
MOVEMENT OCCURS WHEN THE SYSTEM IS OPERATING. THE CONTRACTOR
SUPPORT FRAME/MOVABLE BASE SHALL BE ANCHORED SUCH THAT NO
CONNECTED TO THE COOLING SYSTEM CLOSED LOOPS, THE MODULAR
THE MODULAR SUPPORT FRAME SYSTEM. WHEN THE ASSEMBLIES ARE
INSTRUMENTATION AND COMPONENTS SHALL BE SUPPORTED AS A PART OF
BE LIFTED BY A FORKLIFT. ALL PIPING, HEAT EXCHANGERS,
PEOPLE. IN ADDITION, THE MOVABLE BASE SHALL HAVE THE CAPABILITY TO
MOVABLE BASE SHALL BE DESIGNED TO BE EASILY MANEUVERED BY TWO
MODULAR SUPPORT FRAME SHALL HAVE A MOVABLE BASE ON WHEELS. THE
BUILDING DURING MAINTENANCE SHUTDOWNS (SEE SHEET M-302). THE
CAN QUICKLY MOVE THE ENTIRE HEAT EXCHANGER ASSEMBLY OUT OF THE
SUPPORT STRUCTURE SHALL BE DESIGNED SO THAT THE OPERATIONS TEAM
STRUCTURE FOR THE HEAT EXCHANGER ASSEMBLIES. THE MODULAR
THE CONTRACTOR SHALL DESIGN AND PROVIDE A MODULAR SUPPORT 10.
ENGINEER LICENSED IN THE STATE OF ILLINOIS.
SUPPORTS AND ALL DETAILS SEALED AND SIGNED BY STRUCTURAL
AND FABRICATION SHOP DRAWINGS SHOWING LAYOUT OF THE PIPE, PIPE
EXTENT OF PIPING AND ELEVATIONS. SUBMIT CALCULATIONS, DRAWINGS
REQUIREMENTS IN THE SPECIFICATIONS. SEE MECHANICAL DRAWINGS FOR
COMPLY WITH THE GOVERNING BUILDING CODE AND THE MINIMUM
EXPANSION AND CONTRACTION OF THE PIPING SYSTEM. DESIGN SHALL
ENGINEER FOR ALL VERTICAL LOADS, THRUST FORCES, AND LOADS FROM
DESIGNED BY THE CONTRACTOR'S ILLINOIS LICENSED STRUCTURAL
COOLING SYSTEM PIPING. ALL PIPE SUPPORTS AND CONNECTIONS SHALL BE
SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORTING ALL
INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS SET FORTH IN THE
HANGERS AND SUPPORTS AND DUCT HANGERS AND SUPPORTS SHALL BE
INTENDED TO INDICATE THE GENERAL ARRANGEMENT OF THE PIPING. PIPE
PIPING SUPPORTS AND LOCATIONS SHOWN IN THE PLANS ARE ONLY 9.
COMPLETE AND FULLY OPERATIONAL .
MAKE ALL MECHANICAL EQUIPMENT INSTALLED UNDER THIS PROJECT
INTERLOCKS, ELECTRICAL POWER AND ALL OTHER DEVICES REQUIRED TO
THE CONTRACTOR SHALL PROVIDE ALL CONTROL COMPONENTS, WIRING, 8.
ELECTRICAL CODE AND APPLICABLE STATE AND LOCAL AMENDMENTS.
ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL 7.
THE CAPACITY AND DUTY SPECIFIED.
CHARACTERISTICS OF THE EQUIPMENT HE SUBMITS FOR REVIEW MEETS
CONTRACTOR AND/OR MANUFACTURER SHALL VERIFY THAT THE 6.
FOR CLEARANCES, CHASES, RECESSES AND OPENINGS REQUIRED.
CONFER WITH THE OTHER TRADES IN THE COORDINATION OF THIS WORK 5.
EQUIPMENT DRAWINGS ONLY.
FINAL CONNECTION SHALL BE MADE FROM SUBMITTED AND APPROVED
THESE DRAWINGS ARE TO BE USED FOR BIDDING ONLY. ROUGH-IN AND 4.
IMPROPER SUBMITTAL PROCEDURES.
REQUIRED RESULTING FROM THE IMPROPER COORDINATION AND/OR
RESPONSIBLE FOR ALL CHANGES, MODIFICATIONS AND/OR EXTRA SERVICES
THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL BE ENTIRELY
PURCHASED PRIOR TO THE REVIEW OF SUBMITTED DRAWINGS IS DONE AT
INSTALLATION OF ANY EQUIPMENT. ANY WORK STARTED OR EQUIPMENT
SUBMIT COORDINATION DRAWINGS PRIOR TO PURCHASE, FABRICATION, OR 3.
AUTHORITIES HAVING JURISDICTION.
WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES AND 2.
SAFETY.
STRINGENT REQUIREMENT SHALL APPLY, PROVIDING THE GREATEST
SPECIFICATIONS OR NOTES CONFLICT WITH ANY OTHER: THE MOST
IN THE EVENT THAT ANY PART OF THE MECHANICAL DRAWINGS, 1.
t e r m in a l in p u t t e r m in a l in p u t
S O
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RECORD DRAWING
...\DGN\114466-6L84D0_MD101.dgn
9/19/2019 8:23:00 AM
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MD101MD101
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TANKS DURING DEMOLITION WORK IN THE PUMP ROOM.
CONTRACTOR SHALL ENSURE NOT TO DAMAGE THE EXPANSION
EXPANSION TANKS AS REQUIRED PER CONTRACT DRAWINGS. THE
NEW COOLING SYSTEM. THE CONTRACTOR SHALL RELOCATE THE
THE FOUR EXPANSION TANKS SHALL BE REUSED AS PART OF THE 10.
OR PLUGGED.
ALL REMAINING UNUSED UNDERGROUND PIPING SHALL BE CAPPED 9.
CONFLICTING OPTIONS.
GREATEST SAFETY AND/OR AT THE HIGHEST COST OF THE
STRINGENT REQUIREMENT SHALL APPLY, PROVIDING THE
SPECIFICATIONS OR NOTES CONFLICT WITH ANY OTHER: THE MOST
IN THE EVENT THAT ANY PART OF THE MECHANICAL DRAWINGS, 8.
PIPES ARE NOT SHOWN IN THIS DRAWING.
ALL BRAIDED STEEL FLEXIBLE PIPES TO BE REMOVED. THE BRAIDED STEEL 7.
DEMOLISHED MATERIAL SHALL NOT BE REUSED.
ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF OFF SITE. 6.
SMOKE RATED ASSEMBLIES.
MATCH EXISTING. PROVIDE FIRE STOPPING AT ALL FIRE RATED AND
CLOSE ALL UNUSED PIPE OPENINGS IN WALLS AND FLOORS TO 5.
NEW CONSTRUCTION.
AREA. ADJACENT FINISHES TO REMAIN SHALL BE PREPARED FOR
PIPE, CONDUIT, WIRING, DUCTS, ETC. AND BE REMOVED FROM THE
CONSTRUCTION INCLUDING ALL HANGERS, ANCHORS, FASTENERS,
REMOVED, IT SHALL BE COMPLETE FOR THAT ITEM OF
WHERE ITEMS OF CONSTRUCTION ARE SHOWN OR NOTED TO BE 4.
DEMOLITION AND NEW CONSTRUCTION.
SHORING, BRACING AND SCAFFOLDING REQUIRED FOR BOTH
CONTRACTOR SHALL DESIGN AND PROVIDE ALL NECESSARY 3.
CONSTRUCTION WORK SHOWN ON THE DRAWINGS FOR ALL TRADES.
THE CONTRACTOR SHALL COORDINATE DEMOLITION AND NEW 2.
MECHANICAL CONTRACTORS WORK.
THE MECHANICAL DEMOLITION DRAWINGS SHALL BE UNDER THE
ALL DEMOLITION OF THE MECHANICAL SYSTEMS AS CALLED FOR ON 1.
F A
Y E L
E F F
L E
R P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E L
E F F
L E
R P
E
K P
C
F L
K
IR
IL
Z
U M
B U
L E
V
C1
SCALE: 1/4" = 1' 0 4' 8'2'
NORTH
PLAN
TRUE N
COOLING SYSTEM PIPING PLAN DEMOLITION
STEEL BRAIDED HOSES NOT SHOWN ON THE DRAWING
LOOPS. ALL STEEL BRAIDED HOSES SHALL BE REMOVED.
STEEL BRAIDED HOSES ARE UTILIZED FOR THE PULSER
AND NEW PIPES
PROPERCONNECTION BETWEEN OLD
IN ORDER TO ALLOW FOR
MINIMUM OF 12" ABOVE FLOOR LEVEL
EXISTING PIPE SHALL BE LEFT AT A
AFTER BEING SHORTENED, THE
PULSER 1
PULSER 2
PULSER 3
BURIED PIPING SHALL REMAIN IN PLACE
PLACE OR RELOCATED AS REQUIRED. (SEE MD-501 AND MD-502)
ELECTRICAL AND FIRE PROTECTION EQUIPMENT SHALL REMAIN IN
BE REUSED AS PART OF THE NEW COOLING SYSTEM. ALL
DURING DEMOLITION WORK. THE FOUR EXPANSION TANKS SHALL
COMPONENTS SO AS NOT TO DAMAGE THE EXPANSION TANKS
CONTRACTOR SHALL CAREFULLY REMOVE THE COOLING SYSTEM
LIMITED TO: PIPING, VALVES, GAUGES, AND PUMPS. THE
REMOVE ALL COOLING SYSTEM EQUIPMENT SUCH AS, BUT NOT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_MD102.dgn
3/2/2020 1:50:26 PM
F
IL
E N
A M
E
-6
L
D
M D
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
R T
IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
R R
IE
R
A
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
MD102MD102
F A
Y E L
E F F
E L
R ,P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E L
E F F
E L
R ,P
E
K P
C
F L
K
IR
IL
Z
U M
B U
L E
V
C O
O L
IN
G T
A N
K C
O O
L
IN
G T
A N
K
OR PLUGGED.
ALL REMAINING UNUSED UNDERGROUND PIPING SHALL BE CAPPED 9.
SHALL BE DEMOLISHED AND BACK FILLED.
THE UNDERGROUND PIPING ON THE EAST SIDE OF THE WATER TANK 8.
CONFLICTING OPTIONS.
GREATEST SAFETY AND/OR AT THE HIGHEST COST OF THE
STRINGENT REQUIREMENT SHALL APPLY, PROVIDING THE
SPECIFICATIONS OR NOTES CONFLICT WITH ANY OTHER: THE MOST
IN THE EVENT THAT ANY PART OF THE MECHANICAL DRAWINGS, 7.
STEEL PIPES ARE NOT SHOWN IN THIS DRAWING.
ALL BRAIDED STEEL FLEXIBLE PIPES TO BE REMOVED. THE BRAIDED 6.
WORK CONTRACT.
THE DEMOLITION CONTRACT, MAY BE REUSED UNDER THE NEW
THE BUILDING SITE. NO ITEM, WHICH IS BEING REMOVED UNDER
MECHANICAL CONTRACTOR WILL REMOVE ALL SUCH ITEMS FROM
SITE. DEMOLISHED MATERIAL SHALL NOT BE REUSED. THE
NOTED. ALL DEMOLISHED MATERIAL SHALL BE DISPOSED OF OFF
BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE
ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL 5.
SMOKE RATED ASSEMBLIES.
MATCH EXISTING. PROVIDE FIRESTOPPING AT ALL FIRE RATED AND
CLOSE ALL UNUSED PIPE OPENINGS IN WALLS AND FLOORS TO 4.
NEW CONSTRUCTION.
AREA. ADJACENT FINISHES TO REMAIN SHALL BE PREPARED FOR
PIPE, CONDUIT, WIRING, DUCTS, ETC. AND BE REMOVED FROM THE
CONSTRUCTION INCLUDING ALL HANGERS, ANCHORS, FASTENERS,
REMOVED, IT SHALL BE COMPLETE FOR THAT ITEM OF
WHERE ITEMS OF CONSTRUCTION ARE SHOWN OR NOTED TO BE 3.
DEMOLITION AND NEW CONSTRUCTION.
SHORING, BRACING AND SCAFFOLDING REQUIRED FOR BOTH
CONTRACTOR SHALL DESIGN AND PROVIDE ALL NECESSARY 2.
CONSTRUCTION WORK SHOWN ON THE DRAWINGS FOR ALL TRADES.
THE CONTRACTOR SHALL COORDINATE DEMOLITION AND NEW 1.
D E
M O
L
IT
IO
N D
E M
O L
IT
IO
N
A2
SCALE: 1/2" = 1' 0 2' 4'1'
NORTH
PLAN
TRUE N
DEMOLITION PLAN
LEGEND
DEMOLISH WATER TANK PIPING TO VALVE AND CONVERT TO AREA DRAINS
DEMOLISH WATER TANK PIPING TO VALVE AND CONVERT TO AREA DRAINS
DEMOLISH WATER TANK PIPE TO VALVE AND CAP PIPE AT VALVE
BUILDING SLAB
UNUSED UNDERGROUND PIPING AT
CAP OR PLUG ALL REMAINING
13 3" PVC PIPE
25 6"X2" PVC REDUCER
25A 6"X3" PVC REDUCER
25A
EXISTING WATER TANK
PROPER CONNECTION.
ARE LONG ENOUGH TO MAKE A
SPANG) COOLING LOOP PIPES
FROM SLAB. ENSURE RECTIFIER (
BE DEMOLISHED TO 1' AWAY
ALL UNDERGROUND PIPING SHALL
INSTRUMENTS ABOVE GROUND.
WITH ALL PIPING, VALVES AND
REMOVE EXISTING WATER TANK
OF THE BUILDING. SEE SHEET MD-502.
RELOCATED TO THE SOUTH EAST CORNER
WALL. THE TWO PULL STATIONS SHALL BE
THERMOSTAT ON THE BUILDING'S EAST
THE CONTRACTOR SHALL RELOCATE THE
THE COOLING SKID
RAISED UP AS TO NOT INTERFERE WITH
ABOVE ARE TO BE REROUTED OR
ALL CONDUIT, PIPING AND SUPPORTS
STATIONS ON THE "I BEAM" NEXT TO THE OVERHEAD DOOR.
THE CONTRACTOR SHALL INSTALL THE THERMOSTAT AND THE TWO PULL 1.
WITH IT.
WIRING ASSOCIATED
ALL CONDUIT AND
THE NORTH WALL AND
CONTROLLER FROM
TEMPERATURE
COOLING TANK
SHALL REMOVE THE
THE CONTRACTOR
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_MD501.dgn
3/2/2020 1:53:55 PM
F
IL
E N
A M
E
-6
L
D
M D
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
R T
IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
R R
IE
R
A
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
Y
E K
E F F
L E
R P
E
MD501
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E K
E F F
L E
R P
E
MD501
K P
C
F L
K
IR
IL
Z
U M
B U
L E
V
B1
SCALE: NTS
E L E
C T
R
IC
C
O N
D U
IT
S R
E L
O C
A T
IO
N E
L E
C T
R
IC
C
O N
D U
IT
S R
E L
O C
A T
IO
N
B5
SCALE: NTS
SPACE BETWEEN PULSER 1 AND BUILDING SOUTH WALL BUILDING SOUTH WALL
FROM SOUTH WALL
BUILDING THERMOSTAT
NEW LOCATION OF THE
DEMOLITION WORK
PRIOR TO CONTRACTOR'S
UNITS WILL BE REMOVED
STATIONS (SEE SHEET MD-501)
FIRE PROTECTION PULL
LOCATION OF THE RELOCATED
GENERAL NOTES
STATIONS ON THE "I BEAM" NEXT TO THE OVERHEAD DOOR.
THE CONTRACTOR SHALL INSTALL THE THERMOSTAT AND THE TWO PULL 1.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_MD502.dgn
3/2/2020 1:57:12 PM
F
IL
E N
A M
E
-6
L
D
M D
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
R T
IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
R R
IE
R
A
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
Y
E L
E F F
L E
R P
E
MD502
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E L
E F F
L E
R P
E
MD502
K P
C
F L
K
IR
IL
Z
U M
B U
L E
V
B2
SCALE: NTS
T H
E R
M O
S T
A T A
N D P
U L L S
T A
T
IO
N R
E L
O C
A T
IO
N T
H E
R M
O S
T A
T A
N D P
U L L S
T A
T
IO
N R
E L
O C
A T
IO
N
EAST BUILDING WALL, NORTH OF OVERHEAD DOOR
B7
BUILDING SOUTH-EAST CORNER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-101.dgn
3/4/2020 12:29:25 PM
F
IL
E N
A M
E
-6
L
D
M -1
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
R T
IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
R R
IE
R
A
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
1/4" = 1'-0"
(FOR 30' RUN)
L/4
PULSER 2
PULSER 1
PUMP 1
PUMP 2
CHILLER
HX-1 (BOTTOM)
HX-2 (TOP)
HX-3 (BOTTOM)
HX-4 (TOP)
2" CHW TO HX-2 B/9'-11"
2" CHW TO HX-1 B/ 9'-11"
2" CHW TO PULSER 2&3 B/ 9'-4 3/4"
2" TO PULSER 1&3 B/ 9'-4 3/4"
LEAVING HX-3
HX-3 & HX-4 DN TO EXISTING
UNDERGROUND
<6"CHW
DN TO EXISTING
UNDERGROUND
GUIDE TYP.
(SEE DETAIL)
ANCHOR TYP.
(SEE DETAIL)
< 2" CHW TO HX 3
2" CHW TO PUMP 1 >
2" CHW TO PULSER 1&3 >
2" CHW TO PULSER 2&3 >
< 2" CHW TO HX 1
< 2" CHW TO HX 2
< 4"CHW
4"CHW >
<2'-6 3/4"
ABOVE GROUND
PIPING HEAT TREATED
6'-2"
22'-2 5/8"
.6
5'-3 1/4"
FIT-3
(30 GPM)
PIPING WILL BE TRAPEZED
UNDER DOOR RAILS
FIT-7
(30 GPM)
PULSER 3
C
H W F
R O
M H
X
C
H W T
O P
U M
P
C
H W T
O P
U M
P
C
H W T
O P
U M
P
C
H W F
R O
M H
X
C
H W T
O P
U M
P
C
H W F
R O
M H
X
C
H W F
R O
M H
X
B/9'-7 1/2"
B/8'-8"
< 2" CHW TO HX 4
2" CHW TO PUMP 2 >
PUMP 3
PUMP 4
"1
FP TANK-1
FP TANK-2
PIPING BETWEEN CHILLER
AND HEAT EXCHANGER TO
BE INSULATED
BUSBAR
1'-0"
FIELD COORDINATE
INSTSALLATION OF GUIDE
AT THIS LOCATION
LEAVING HX-4
5'-5 3/8"
2'-1 1/8"
PULSER 1 TO HX FRAME
FIT-6
PETES PLUG
PETES PLUG
3'-7 3/4"
4'-2 1/4"
4'-11 1/2"
5'-8 3/8"
5'-8 3/8"
6'-1"
3'-7 3/4"
4'-4 1/4"
11'-2 3/4" 0'-7 3/8"
1'-10 1/2"
3'-7 1/4"
2'-10 5/8"
0'-10 1/2"
2'-10 3/8"
B/9'-5"
B/9'-10"
B/5'-3 1/8"
6" CHW SUPPLY
B/6'-3 1/2"
6" CHW RETURN
B/9'-11"
B/9'-8 7/8"
B/1'-5 3/8"
B/10'-3" B/10'-2"
CONNECTION DETAILS
FOR FINAL PULSER
SEE SHEET M-301
PUMP 2
PUMP 1
PUMP 4
PUMP 3
PULSER 1
PUMP-1
HX-1
PULSER 2
PUMP-2
HX-2> >
PULSER 3
PUMP-3
HX-3
PUMP-4
HX-4> >
UNDERGROUND
Y E L
E F F
L E
R P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E L
E F F
L E
R P
E
M-101
K P
C
F L
K
IR
IL
Z
U M
B U
L E
V
P L
A N V
IE
W
SEE PLANS FOR THIS
MINIMUM DIMENSION
4"
OFFSET
6"
6"
6"
6"
6"
6"
8"
7' 11 5/8"
BOTTOM OF L-ANGLE
FINISHED FLOOR
30°
4" C-CHANNEL
2 x 2 x 1/8 L-ANGLE
NOTE: JOINTS TO BE FILLET WELDS
SEE PLANS FOR LOCATION OF GUIDES
SCALE: 1/4" = 1'
E1
PLAN VIEW
4'0 2' 8'
B2
COMPLETE SYSTEM ISOMETRIC
SCALE: 3/16" = 1'
EXPANSION GUIDE DETAIL
NTS
EXPANSION ANCHOR DETAIL
NTS
S -B
U
IL
T C
O N
D
IT
IO
N S
/0
/2
/2
/2
C
S S
C B
A R
E V
IS
IO
N S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-301.dgn
3/4/2020 8:26:25 AM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
R T
IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
R R
IE
R
A
C H
IC
A G
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A N
IT
A R
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H
IP
C
A N
A L
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
Y E L
E F F
L E
R P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E L
E F F
L E
R P
E
M-301
K P
C
F L
K
IR
IL
Z
U M
B U
L E
V
NTS
NTS
NTS
NTS
S -B
U
IL
T C
O N
D
IT
IO
N S
/0
/2
/2
/2
C
S S
C B
A R
E V
IS
IO
N S
3 4
NTS
NTS
PULSER 1 - VIEW 1
PULSER 1 - VIEW 2
PULSER 2 - VIEW 1
PULSER 2 - VIEW 2
PULSER 3 - VIEW 1
PULSER 3 - VIEW 2
P U
L S
E R C
A B
IN
E T P
IP
IN
G
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-302.dgn
3/10/2020 12:18:52 PM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
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C T I
D
S E
P
L O
C K
P O
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IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
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A
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IC
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H
IP
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
Y E L
E F F
L E
R P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
Y E L
E F F
L E
R P
E
M-302
K P
C
F L
K
IR
IL
Z
U M
B U
L
V
S -B
U
IL
T C
O N
D
IT
IO
N S
/0
/2
3/4" = 1' - 0"
1" = 1' - 0"
NTS
NTS
HEAT EXCHANGER ASSEMBLIES
HEAT EXCHANGER FRAMES
HEAT EXCHANGER PUMP SIDE - ISO
HEAT EXCHANGER CHILLER SIDE - ISO
3 4
/2
/2
C
S S
C B
A R
E V
IS
IO
N S
DISCONNECTION POINTS
SPACERS SHOWN ON CONTRACT DRAWINGS WERE REMOVED.
NOTE:
* 3" AND SMALLER PIPE -1" THICK FLEXIBLE ELASTOMETRIC
* 4-6" DIA. PIPE -1.5" THICK CELLULAR GLASS
INDOOR CHW:
* 3" THICK CELLULAR GLASS INSULATION WITH ALUMINUM JACKETING.
OUTDOOR CHW:
CHILLER SIDE PIPING ARE INSULATED.
NOTE:
A T E
X C
H A
N G
E R A
S S
E M
B L
IE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-303.dgn
3/4/2020 12:41:46 PM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
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C T I
D
S E
P
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P O
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IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
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M E
N T
B A
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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C H
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A G
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IL
L
IN
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IS
S L
A S
A L L E S
T S
U
IT
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C H
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T R
Y E L
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K P
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K
IR
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Z
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V
F L
F A
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E F F
L E
R P
E
M-303
K P
C
F L
K
IR
IL
Z
U M
B U
L
/2
/2
C
S S
C B
A R
E V
IS
IO
N S
1/2" = 1'
"16 55'-4"8
522'-2
"16 115'-1
"4 34'-6
"2 14'-4
"16 13'-10
"16 153'-
"16 31'-7
"16
"16
1"
"16
"16
"16 111'-
"16 151'-6
"16 132'-
"16 34'-7
CHILLER
4"CHW>
<4"CHW
<6"CHW
PETES PLUG
PETES PLUG
CHILLER & HEAT EXCHANGER ELEVATION
C H
IL
L E
R H
E A
T E
X C
H A
N G
E R E
L E
V A
T
IO
N
3 4
SLAB
TOP OF
EQUIPMENT
TOP OF
DOOR RAILS
TRAPEZED UNDER
PIPING WILL BE
FRAME
HEAT EXCHANGER
EXISTING UNDERGROUND
HX-3 & HX-4 DN TO
PIPING HEAT TREATED
ABOVE GROUND
BE INSULATED
AND HEAT EXCHANGER TO
PIPING BETWEEN CHILLER
RETURN
6" CHW
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
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IT
T E
D B
Y
D A
T E
C O
N T
R A
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O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-304.dgn
3/11/2020 7:16:38 AM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
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P O
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IL
L
IN
O
IS
C O
O L
IN
G S
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T E
M R
E P
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M E
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B A
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A
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IC
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IT
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H
IP
C
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
C H
IC
A G
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IL
L
IN
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S L
A S
A L L E S
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U
IT
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K P
C
F L
K
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IL
Z
U M
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L
S -B
U
IL
T C
O N
D
IT
IO
N S
/0
/2
3 4
/2
/2
C
S S
C B
A R
E V
IS
IO
N S
ON M-302
INFORMATION COMBINED
IN
F
O R
M A
T
IO
N C
O M
B
IN
E D O
N D
R A
W
IN
G M
-3
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
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S
IZ
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IT
T E
D B
Y
D A
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C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-305.dgn
3/11/2020 7:17:15 AM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
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IL
L
IN
O
IS
C O
O L
IN
G S
Y S
T E
M R
E P
L A
C E
M E
N T
B A
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A
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IC
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IT
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H
IP
C
A N
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
Y E L
E F F
L E
R P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
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E F F
L E
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E
M-305
K P
C
F L
K
IR
IL
Z
U M
B U
L E
3 4
S -B
U
IL
T C
O N
D
IT
IO
N S
/0
/2
/2
/2
C
S S
C B
A R
E V
IS
IO
N S
ON M-302
INFORMATION COMBINED
IN
F
O R
M A
T
IO
N C
O M
B
IN
E D O
N D
R A
W
IN
G M
-3
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-306.dgn
3/4/2020 8:39:42 AM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
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P R
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C T I
D
S E
P
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P O
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IL
L
IN
O
IS
C O
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IN
G S
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T E
M R
E P
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M E
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B A
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A
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IT
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H
IP
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
C H
IC
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L
IN
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IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
HX-2
HX-1
B
(B Y
P A
S S
TEMP.
SENSOR
FIT-2
TEMP.
SENSOR
2" BV
(BYPASS)
2" BV
2" PCV
2" BV
2" PCV
2" NPT TYP. X4
/2
V E
N T
3/4"
DRAIN
3/4" DRAIN
/2
V E
B V
PETES
PLUG
PETES
PLUG
PETES
PLUG
B V
B V
B V
/2
V E
N T
3" BV
PETES
PLUG
3" BV
(BYPASS)
PETES
PLUG
FI-15
3/4"
DRAIN
3" PCV
FI-16
/2
V E
N T
3/4"
DRAIN
3" C
HW
3"CHW
3"CHW
"C
H W
4" C
HW
4" C
HW
2" NPT TYP. X4
HX-1
HX-2
PETES
PLUG
3" PCV
3" BV
3" BV
3" BV
4" CHW RETURN TO CHILLER
4" CHW FROM
CHILLER TO HEAT
EXCHANGERS
D
IS
C O
N N
E C
T
IO
IN
T S
D
IS
C O
N N
E C
T
IO
IN
T S
2" BV DISCONNECTION POINTS
C H
W R
E T
U R
N T
O E
X
IS
T
U N
D E
R G
R O
U N
D
C H
W F
R O
M P
U M
P
C H
W F
R O
M P
U M
P
2" CHW RETURN TO
EXIST. UNDERGROUND
/2
V E
N T
3" BV
3" PCV
3" PCV
B V
B
(B Y
P A
S S
3" BV
(BYPASS)
FI-14
FI-13
3/4" DRAIN
3/4" DRAIN
/2
V E
N T
PETES
PLUG
PETES
PLUG
HX-3
HX-4
2" NPT TYP.X4
4" CHW
4" CHW
3" CHW
3" CHW
3" C
H W
3" BV
PETES
PLUG
/2
V E
N T
/2
V E
N T
3/4" DRAIN
2" BV
(BYPASS)
2" PCV
2" PCV
2" BV
TEMP
GAUGE
FI-10
FI-12
TEMP
GAUGE
PETES
PLUG
2" BV
2" BV
(BYPASS)
3/4" DRAIN
2" NPT
TYP. X4
HX-3
HX-4
PETES
PLUG
PETES
PLUG
2" BV
2" BV
2" BV
2" BV
Y E L
E F F
L E
R P
E
K P
C
K
IR
IL
Z
U M
B U
L E
V
F L
F A
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M-306
K P
C
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H E
A T E
X C
H A
N G
E R
A S
S E
M B
L Y D
E T
A
IL
S
NTS
NTS
HEAT EXCHANGER 1 & 2 PUMP SIDE HEAT EXCHANGER 1 & 2 CHILLER SIDE
NTS
NTS
HEAT EXCHANGER 3 & 4 PUMP SIDE HEAT EXCHANGER 3 & 4 CHILLER SIDE
S -B
U
IL
T C
O N
D
IT
IO
N S
/0
/2
/2
/2
C
S S
C B
A R
E V
IS
IO
N
3 4
L
IC
IT
A T
IO
N N
O
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S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
RECORD DRAWING
...\DGN\114466-6L84D0_M-307.dgn
3/4/2020 9:21:31 AM
F
IL
E N
A M
E
-6
L
D
M -3
.d g n
A N
S I
D
W P -1
-B -0
W P -1
-C -0
P R
O J E
C T I
D
S E
P
L O
C K
P O
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IL
L
IN
O
IS
C O
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IN
G S
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T E
M R
E P
L A
C E
M E
N T
B A
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A
C H
IC
A G
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IT
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IP
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US Army Corps
U .S
A R
M Y C
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L
IN
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S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
PUMPS 1 THROUGH 4 - LOOKING WEST
P1
P2
FP TANK 2
FP TANK 1
PUMPS 1 THROUGH 4 - LOOKING SOUTH
5' 5-3/8"
FROM WALL TO CHW DROP
(TYPICAL X4)
NOTE: DIMESNIONS FOR PUMP 1 & PUMP 2 ARE TYPICAL NOTE: DIMESNIONS FOR PUMP 3 & PUMP 4 ARE TYPICAL
10' 11"
CENTER OF PUMPS TO WALL
(TYPICAL X4)
Y STRAINER
CHECK
VALVE
PI-11
GATE
VALVE
PUM
P 3
PRESSURE
RELIEF
VALVE
2" PCV
1' W
FIT-9
PI-10
2" BALL
VALVE
6' 3" L
ACCESS
ZONE
6' H
ACCESS
ZONE
GATE VALVE
2" PCV
6' H
3/4"
DRAIN
1" BALL
VALVE
PI-9
3/4" BALL
VALVE
6' 3" L
PRESSURE
RELIEF VALVE
FLEX HOSE TO
STORAGE TANK
3/4" PCV
2" C
HW
F
ROM
P
UM
P
TO
HEAT
EXCHANGER
2" C
HW
ROM
UNDERGROUND
1' W
AIR
SEPPERATOR
STORAGE
TANK
Y STRAINER
CHECK
VALVE
PI-15
GATE
VALVE
PUM
P 4
PRESSURE
RELIEF
VALVE
2" PCV
FIT-11
PI-14
2" BALL
VALVE
6' 3" L
6' H
ACCESS
ZONE
GATE VALVE
2" PCV
3/4"
DRAIN
1" BALL
VALVE
PI-13
3/4" BALL
VALVE
PRESSURE
RELIEF VALVE
FLEX HOSE TO
STORAGE TANK
3/4" PCV
2" C
HW
F
ROM
P
UM
P 4T
O
HEAT
EXCHANGER
2" CHW
FROM
UNDERGROUND
1' W
EXPANSION
TANK
AIR
SEPERATOR
STORAGE
TANK
-7 /8
-1 /2
" 5 -3 /4
-1 /4
-1 /8
-7 /8
6' 4"
4' 2-3/8"
3' 3-7/8"
2' 3-/4"
-1 /8
5-1/8"
'4 -1 /4
WALL
2" C
H W F
R O
M P
U M
TO
EAT
EXC
H
AN
G
ER
Y STRAINER
2" P
CV
PRESSURE
RELIEF VALVE
EXPANSION
TANK
CHECK VALVE
PI-4
AIR
SEPERATOR
PCV
PUM
P
PRESSURE
RELIEF VALVE
PCV
FLEX HOSE TO
STORAGE TANK
1' W
FIT-4
(3GPM)
3/4"PCV
PI-1
3/4"
BALL
VALVE
FIT-1
PI-2
B Y
P A
S S F
E E
D E
R
STORAGE
TANK
3/4"
PCV
6' 3" L
6' H
ACCES
S
ZO
NE
GATE VALVE
GATE VALVE
-1 /8
-1 /4
-1 /8
-3 /4
5-1/8"
-3 /4
-1 /8
-1 /2
FI
NI
SHED
FL
O O
R
2' 2- 3/4
3' 4"
4' 2- 3/8
6' 4"
7' 8- 1/4
" 2" C
H W F
R
PU
LS
ER
&3
-1 /4
3/4" BALL
VALVE
WALL
WALL
P1
P2 P3
P4
FP T
ANK 2
FP T
ANK 1
1' 2-1 /4"
3' 8-1 /4"
6' 2-3 /8"
8' 8-1 /8"
2" C
H W F
R O
M P
U M P
TO
EAT
EXC
H
AN
G
Y STRAINER
2" P
CV
PRESSURE
RELIEF VALVE
EXPANSION
TANK
CHECK
VALVE
PI-8
>2" C
HW
F
RO
PULS
GATE VALVE
AIR
SEPERATOR
PCV
PUM
P
PRESSURE
RELIEF
VALVE
2" PCV
FLEX HOSE TO
STORAGE TANK
1' W
FIT-8
(3GPM)
3/4"PCV
PI-5
3/4" BALL
VALVE
FIT-1
PI-6
B Y
P A
S S F
E E
D E
R
3/4"
PCV
6' 3" L
6' H
ACCES
S
ZO
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WHERE REQUIRED
PIPE INSULATION
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INSTALL CHROME
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BACKING MATERIAL
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NOTE:
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4" PIPE
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4" PIPE
3" PIPE
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UNION
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CHECK VALVE
PUMP
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Y STRAINER
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AIR RELEASE VALVE
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T
NOTES:
LEGEND
N.O.
N.C.
PPPP
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P
PI-3
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START UP
INITIAL
DURING
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FULL FLOW
PP
T
(2
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PPF
I-
110 PSI
SET POINT
PRESSURE
START UP
INITIAL
DURING
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FULL FLOW
NORMALLY OPENED
NORMALLY CLOSED
DURING INITIAL START UP
FULL FLOW BY-PASS
PP PP
PP
T
CHILLER UNIT
PULSER 1 PULSER 2 PULSER 3 SPANG 1 SPANG 2 SPANG 3
TS
PPPP
START UP
INITIAL
DURING
BY-PASS
FULL FLOW
TS
DURING INITIAL START UP
FULL FLOW BY-PASS
DURING INITIAL START UP
FULL FLOW BY-PASS
PP
PP
PP
F I-
PP
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PLATE/FRAME
HEAT EXCHANGER 3
PLATE/FRAME
HEAT EXCHANGER 2
PLATE/FRAME
HEAT EXCHANGER 1
PLATE/FRAME
F I-
PP
PCV PCV
PCV
PCV
DURING TAB)
INITIAL SETTINGS
N.O. (ADJUSTABLE,
(3
P
DURING TAB)
INITIAL SETTINGS
N.O. (ADJUSTABLE,
(3
P
(3
P
N.O. (ADJUSTABLE,
(3
P
N.O. (ADJUSTABLE,
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TEMPERATURE GAUGE
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PROPORTIONAL
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P
ET
PI-4
AS
ET
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P C
V
V F
D
130 PSI
SET POINT
PRESSURE
PCV
PCV
PI-2
PI-1
BF P2
PI-8
ET
PCV
P C
V
V F
D
130 PSI
SET POINT
PRESSURE
PI-5
3/4" NPT FILL POINT
15PSI
PRESSURE
TANK AIR
EXPANSION
INITIAL
V F
D
PI-11
PI-10
PI-9
DURING TAB)
INITIAL SETTINGS
N.O. (ADJUSTABLE,
PP
T
(2
P
PPF
I-
2" PIPE
START UP
INITIAL
DURING
BY-PASS
FULL FLOW
ET
15PSI
PRESSURE
TANK AIR
EXPANSION
INITIAL
V F
D
PI-14
110 PSI
SET POINT
PRESSURE
DURING TAB)
INITIAL SETTINGS
N.O. (ADJUSTABLE,
PI-13
P
P
PI-12 PI-16
PI-15
FLOW INDICATOR
BYPASS FEEDER
FI
AS AIR SEPERATOR
BF
PI-7
PI-6
135 PSI
STORAGE CONTAINER
135 PSI
F I-
F I-
15PSI
PRESSURE
TANK
EXPANSION
INITIAL
TANK
STORAGE
15PSI
PRESSURE
TANK
EXPANSION
INITIAL
PCV
AS
PCV
AS
GATE VALVE
PCV
AS
F I-
BF
PCV
PCV PCV
F I-
BF
PCV
PCVPCV
DURING INITIAL START UP
FULL FLOW BY-PASS
PRESSURE INDICATOR
VFD VARIABLE FREQUENCY DRIVE
PCV 4"
POINTS
DISCONNECTION
HX ASSEMBLY
POINTS
DISCONNECTION
HX ASSEMBLY
POINTS
DISCONNECTION
HX ASSEMBLY
POINTS
DISCONNECTION
HX ASSEMBLY
POINTS
DISCONNECTION
HX ASSEMBLY
2" CPVC, 30 GPM, NOMINAL FLOW 2" CPVC, 30 GPM, NOMINAL FLOW
2" CPVC, 10 GPM, NOMINAL FLOW
PP
PP
F
IT
-3
F
IT
-7
FIT-4
F
IT
-1
F
IT
-2
F
IT
-6
F
IT
-1
BF
PCV
FIT-8
PI-
FIT FLOW TRANSDUCER
HX ASSEMBLY DISCONNECTING POINT
4" PIPE 145 GPM NOMINAL FLOW RATE
INSTALLATION.
INSIDE THE PULSER CABINETS PRIOR TO NEW PIPE LINES
THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS 8.
MANUFACTURERS RECOMMENDATIONS.
CONTRACTOR SHALL PROVIDE PUMP SUPPORTS PER 7.
BE COMPATIBLE WITH DEIONIZED WATER APPLICATION.
ALL DI WATER LOOP COOLING SYSTEM COMPONENTS SHALL 6.
THERMOWELLS SHALL BE INSTALLED BY THE CONTRACTOR.5.
REQUIRED PER SPEC. SECTION 23 64 26.
CONTRACTOR SHALL INSTALL EXPANSION JOINTS AS 4.
FOR VALVES AND PIPE FITTINGS.
CONTRACTOR SHALL INSURE CLEARANCE BETWEEN PIPES 3.
POINTS AND DRAINS AT ALL LOW POINTS OF THE PIPING.
CONTRACTOR SHALL INSTALL AIR VENTS AT ALL HIGH 2.
CPVC SCHEDULE 80 (SEE SPECIFICATIONS.
ALL COOLING PIPES AND ASSOCIATED FITTINGS SHALL BE 1.
RATE
FLOW
NOMINAL
40 GPM
PIPE
SCH 80
2" CPVC
80 PIPE
2" CPVC SCH
RATE AT 69° F
NOMINAL FLOW
PIPE, 40 GPM
2" CPVC SCH 80
PIPE
SCH 80
2" CPVC
FLOW RATE
3 GPM NOMINAL
3/4" CPVC SCH 80 PIPE
FLOW BYPASS
PIPE FULL
2" CPVC SCH 80
FLOW RATE
3 GPM NOMINAL
3/4" CPVC SCH 80 PIPE
PIPE
SCH 80
2" CPVC
FLOW RATE
40 GPM NOMINAL
2" CPVC SCH 80 PIPE
FLOW RATE AT 69° F
40 GPM…
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