G001

898 North 900 East, American Fork, UT

GENERAL:

G001--- TITLE SHEET

G002--- SPECIAL INSPECTIONS AND TESTING

MECHANICAL:

MG001 - MECHANICAL GENERAL NOTES AND LEGEND

MS101 - MECHANICAL SITE PLAN

MD401 - LARGE SCALE MECHANICAL PIPING DEMOLITION PLAN

ME401 - LARGE SCALE MECHANICAL PIPING PLAN

ME402 - LARGE SCALE MECHANICAL PIPING PLAN

ME501 - MECHANICAL DETAILS

ME502 - MECHANICAL DETAILS

ME503 - MECHANICAL DETAILS

ME504 - MECHANICAL DETAILS

ME505 - MECHANICAL DETAILS

ME506 - MECHANICAL DETAILS

ME507 - MECHANICAL DETAILS

ME508 - MECHANICAL DETAILS

ME509 - MECHANICAL DETAILS

DRAWING INDEX:

DEFERRED SUBMITTALS : NOT REQUIRED

SPECIAL INSPECTIONS:

1. SEE SHEET DRAWING G002.

DESIGN CRITERIA:

THESE DOCUMENTS - DRAWINGS AND SPECIFICATIONS

COMPLY WITH ALL THE

REQUIREMENTS OF THE DFCM STANDARDS FOR MECHANICAL

UPGRADES OF

EXISTING BUILDING.

CODE INSPECTION REQUIREMENTS:

1. BEFORE A FINAL ACCEPTANCE CAN BE ISSUED, THE STATE

APPOINTED CODE

INSPECTOR SHALL PROVIDE A FINAL REPORT

RECOMMENDING THAT THE NEW

MECHANICAL WORK IS IN COMPLIANCE WITH THE

DRAWINGS, SPECIFICATIONS

AND APPLICABLE CODES ESPECIALLY FOR THE FOLLOWING

ITEMS.

2. SEE ALSO SHEET G002.

CODE REVIEW STAMP

USDC - STEAM CONDESNSATE LINE

REPAIR PHASE 2

DFCM #27338410

SCOPE:

THIS PROJECT INCLUDES REMOVING

AND REPLACEMENT OF A DIRECT

BURIED CONDENSATE LINE BETWEEN

TWO CONCRETE VAULTS. THE

CONTRACTOR SHALL BE RESPONSIBLE

TO PROVIDE THE CORRECT SLOPE OF

THE CONDENSATE LINE BETWEEN THE

TWO VAULTS. A NEW FIELD WRAP SHALL

BE PLACED ON THE EXISTING EXPOSED

STEAM AND NEW CONDENSATE LINE.

CONTRACTOR SHALL PROVIDE NEW

ASPHALT PAVING OF THE REMOVED

PARKING LOT AND ROAD. PROVIDE NEW

CURBING, GUTTER AND SOD REPAIR

WHERE APPLICABLE. PROVIDE

TEMPORARY FENCING TO PROTECT THE

WORK SITE FROM RESIDENTS. BCI

BACKGROUND CHECKS AND HIPPA

AGREEMENTS ARE REQUIRED FOR ALL

ON-SITE WORKERS.

PROJECT SITE

North: ______ South: ______ East: ______ West: ______

d) Unlimited Area Building: Yes ______ No ______ Code Section: ______ a a

3) Three Story: A (3)______

2) Two Story: A (2)______

1) One Story: ______

c) Total Allowable Area for:

1_< Allowable Area

Actual Area

b) Sum of the Ratio Calculations for Mixed Occupancies:

a) 0.25I = 100f F P 30

WstA I 100100 fIA t taA = A + +

Official for Complex Buildings. Including, but not limited to:

g) Fire Stopping, Including Tested Design Number.

f) Exterior and Interior Accessibility Route.

e) Fire Assembly Locator Sheet.

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means or Egress Analysis.

2) Additional Code Information shall be provided at the discretion of the Building

Code Accessibility Chapters, the more restrictive requirement shall govern.

through - ADA Guidelines and specific reference to the International Building

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

FOOTNOTES:

d) Drinking Fountains: ______ Service Sinks: ______

c) Bath Tubs or Showers: ______

b) Lavatories - Required (m) ______ (f) ______ Provided (m) ______ (f) ______

a) Water Closets - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: ______ Exit Width Provided: ______

Element Hours Assembly ListingListing

Element AssemblyHours

Smoke Partitions Fire Partitions

Exterior Bearing Walls Interior Bearing Walls Exterior Non-Bearing Walls Structural Frame Partitions - Permanent Fire Barriers

Floors - Ceiling Floors Roofs - Ceiling Roofs Exterior Doors and Windows Shaft Enclosures Fire Walls

BAHTBABABA

L. Design Occupant Load: ______

K. Fire Resistance Rating Requirements for Building Elements (hours).

Area Modifications:J:

____________________________________________Tabular Area:I:

per Floor (square feet): __________________________Actual AreaH:

Number of Stories: ______ Building Height: ______G:

Required: ______ Provided: ______ Type of Sprinkler System: ____________

Sprinklers:F:

Mixed Occupancies: ______ Nonseparated Uses: ______E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

EXISTING BUILDING

N/A N/A N/A

N/A

N/A

N/A

Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________

Design Wind Speed: ______ mphB. Seismic Design Category: ______

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

A. Occupancy and Group: ________ ________ ________ ________ ________

CODE ANALYSIS

Guidelines ADA Accessibility Building Conservation Uniform Code for National Electrical Code

Conservation Code International Energy International Fire Code International Plumbing Code International Mechanical Code International Building Code

YearYear

APPLICABLE CODES

20232024

N/A

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

07.17.2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

REVIEWED FOR CODE

COMPLIANCE

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

SPECIAL INSPECTIONS AND

TESTING

G002

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

MECHANICAL LEGEND

SYMBOL ABR. DESCRIPTION

GENERAL TERMINOLOGY

SECTION LETTER DESIGNATION

SECTION DRAWN ON THIS SHEET

DETAIL NUMBER DESIGNATION

CORRESPONDING WITH GRID LOCATION

MECHANICAL EQUIPMENT DESIGNATION

EQUIPMENT ITEM DESIGNATION

REGISTER, GRILL OR DIFFUSER

DESIGNATION WITH BALANCING CFM LISTED

BELOW

GRILLE, OR LOUVER DESIGNATION WHERE

BALANCING NOT REQUIRED

REVISION DESIGNATOR AND NUMBER

KEY NOTE DESIGNATOR AND NUMBER

POC POINT OF CONNECTION

POR POINT OF REMOVAL

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

CENTER LINE ELEVATION

INV. ELEV. INVERT ELEVATION

GC GENERAL CONTRACTOR

MC MECHANICAL CONTRACTOR

ATC CONTROL CONTRACTOR

EC ELECTRICAL CONTRACTOR

FPC FIRE PROTECTION CONTROL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

VCP VITRIFIED CLAY PIPE

C COMMON

NC NORMALLY CLOSED

NO NORMALLY OPEN

ME101

A

A2

AH

CFM

D-1

R-1

LC EL.

SYMBOL ABR. DESCRIPTION

WET SIDE

PUMP

REGULATOR

PSD PUMP SUCTION DIFFUSER

UNION

MANUAL ACTUATOR (BALL,

BUTTERFLY, NEEDLE, ETC. VALVES)

MANUAL ACTUATOR (GATE, GLOBE,

S&D, OS&Y, ETC. VALVES)

PNEUMATIC DIAPHRAGM ACTUATOR

ELECTRIC MOTOR ACTUATOR

SOLENOID ACTUATOR

THREADED VALVE CONNECTION

FLANGED VALVE CONNECTION

BUTTERFLY VALVE

GATE VALVE

GLOBE VALVE - STRAIGHT PATTERN

GLOBE VALVE - ANGLE PATTERN

MOTORIZED 2-WAY CONTROL VALVE

MOTORIZED 3-WAY CONTROL VALVE

CHECK VALVE

PRV PRESSURE REDUCING VALVE

PRV PRESSURE REDUCING VALVE W/ CHECK

CBV CIRCUIT BALANCING VALVE

BV BALL VALVE

PRV PRESSURE RELIEF VALVE

TRV THERMAL RELIEF VALVE

SRV SAFETY RELIEF VALE

PLUG VALVE

NEEDLE VALVE

TDV TRIPLE DUTY VALVE

TDV TRIPLE DUTY VALVE - ANGLE

TDV TRIPLE DUTY VALVE - STRAIGHT

AUTOMATIC AIR VENT

MANUAL AIR VENT

STRAINER

STRAINER W/ PLUGGED BLOW OFF

VTI VENTURI

PRESSURE GAUGE AND GAUGE COCK -

WATER

PRESSURE GAUGE AND GAUGE COCK -

STEAM

THERMOMETER AND THERMOWELL

WATER TEMPERATURE SENSOR AND

THERMOWELL

FLOW SWITCH

PS PRESSURE SWITCH

TW THERMOWELL

PRESSURE AND TEMPERATURE TAP

INVERTED BUCKET STEAM TRAP

THERMOSTATIC STEAM TRAP

FLOAT & THERMOSTATIC STEAM TRAP

DIRECTION OF FLOW

BACKFLOW PREVENTING VALVE

R

M

S

M

M

P

T

S

S

F

PS

IBT

T

TT

F&T

SYMBOL ABR. DESCRIPTION

WET SIDE CONT

PITCH DOWN

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

EXISTING PIPING TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

PIPE CAP OR PLUG

CONCENTRIC REDUCER

ECCENTRIC REDUCER

EXPANSION JOINT

FLEXIBLE CONNECTION

ANCHOR POINT

CONDENSATE DRAIN

NATURAL GAS PIPING

CHEMICAL FEED LINE

MAKE-UP WATER LINE

CW CULINARY COLD WATER

HW CULINARY HOT WATER

RECIRCULATED CULINARY HOT WATER

EQUIPMENT DRAIN

HEATING WATER SUPPLY

HEATING WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

HIGH TEMPERATURE

HEATING WATER SUPPLY

HIGH TEMPERATURE

HEATING WATER RETURN

LOW PRESSURE STEAM

LOW PRESSURE STEAM RETURN

MEDIUM PRESSURE STEAM

MEDIUM PRESSURE STEAM RETURN

HIGH PRESSURE STEAM

HIGH PRESSURE STEAM RETURN

CWS CONDENSER SUPPLY

CWR CONDENSER RETURN

PUMPED CONDENSATE

REFRIGERANT LIQUID

REFRIGERANT SUCTION

REFRIGERANT HOT GAS

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

CD

G

CF

MU

D

HWS

HWR

CHWS

CHWR

HTWS

HTWR

LPS

LPR

MPS

MPR

HPS

HPR

PC

L

S

HG

FOS

FOR

FOV

GENERAL NOTES:

MECHANICAL INFORMATION IS NOT LIMITED TO THE

MECHANICAL DRAWINGS. CONTRACTOR SHALL BE

RESPONSIBLE FOR INFORMATION OF THE EXISTING

BUILDING AND SITE CONDITIONS, EXISTING PIPING,

EXISTING ELECTRICAL, AND EXISTING SUPPORTS.

A - EACH DRAWING SHEET AND THE SPECIFICATIONS

HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER

AND THEY SHALL BE INTERPRETED AS AN INTEGRAL

UNIT WITH ITEMS SHOWN AND NOTED ON ONE AND

NOT THE OTHER BEING FURNISHED AND INSTALLED AS

THOUGH SHOWN AND CALLED OUT IN ALL PLACES.

ITEMS IN SPECIFICATIONS OR DRAWINGS LISTED

WHICH ARE DIFFERING IN EFFICIENCY OR QUALITY

SHALL BE HELD TO THE GREATEST OF: EFFICIENCY,

QUALITY OR GOVERNING CODE.

B - THE CONTRACTOR WILL BE HELD RESPONSIBLE

FOR THE INSTALLATION OF THE SYSTEMS ACCORDING

TO THE TRUE INTENT AND MEANING OF THE

CONTRACT DOCUMENTS.

C - THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT

WITH PROPER SERVICE ACCESS AND CLEARANCES

ACCORDING TO MANUFACTURERS

RECOMMENDATIONS. THE CONTRACTOR SHALL

REVIEW SUPPLIERS BID PACKAGES FOR

COMPLETENESS AND COMPLIANCE TO THE

SPECIFICATIONS, SCHEDULES, AND DESIGN INTENT

(ALL EQUIPMENT AND METHODS). THE CONTRACTOR

SHALL REMOVE AND REINSTALL CORRECTLY AT HIS

OWN EXPENSE ANY EQUIPMENT NOT IN COMPLIANCE.

D - THE CONTRACTOR SHALL CONSULT

MANUFACTURERS INSTALLATION INSTRUCTIONS FOR

SIZES, METHODS, ACCESSORIES, AND CLEARANCES IN

SPACE AVAILABLE PRIOR TO BIDDING PROJECT.

E - ANYTHING NOT CLEAR OR IN CONFLICT WILL BE

EXPLAINED BY MAKING APPLICATION TO THE

ENGINEER IN WRITING.

ANY AND ALL ALTERATIONS TO THE SYSTEM SHOWN

SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO

CHANGES FOR APPROVAL. CONTRACTOR SHALL NOT

START ANY CHANGES UNTIL NOTIFIED IN WRITING. IF

CHANGES ARE MADE PRIOR TO APPROVAL

CONTRACTOR SHALL TAKE ALL RESPONSIBILITY FOR

THE CHANGES MADE AND ALL COSTS RELATING TO

FAILURE OR REPLACEMENT OF ALTERATIONS.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND LOCATIONS.

THE WORKING DRAWINGS ARE DIAGRAMMATIC. THEY

DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW

NECESSARY FOR THE COMPLETE INSTALLATION IN THE

SPACE PROVIDED. ALL LOCATIONS FOR MECHANICAL

EQUIPMENT SHALL BE FIELD VERIFIED AND

COORDINATED WITH ALL DRAWINGS. THE

CONTRACTOR SHALL PROVIDE OR COORDINATE WITH

THE GENERAL CONTRACTOR PROVISIONS FOR

BLOCKOUTS OR CORE DRILLS THROUGH STRUCTURE.

THE INSTRUCTION TO "PROVIDE" ALSO INCLUDES

INSTALLATION.

MECHANICAL CONTRACTOR SHALL PROVIDE AND

INSTALL SMOKE AND FIRE DAMPERS AS REQUIRED BY

LOCAL CODES AND AUTHORITIES.

SHEET METAL DUCT SIZES SHOWN ON DRAWINGS ARE

FREE AREA DIMENSIONS.

PROVIDE AND INSTALL BALANCING DAMPERS IN ALL

SUPPLY AND EXHAUST AIR BRANCH DUCTS. BALANCE

TO CFM SHOWN ON PLAN.

SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR

EXACT LOCATION OF DIFFUSERS AND GRILLES.

PROVIDE TURNING VANES IN ALL ELBOWS OF

RECTANGULAR DUCT.

THE CONTRACTOR SHALL ASSUME ALL

RESPONSIBILITY IN HANDLING AND DISPOSING OF

REFRIGERANTS, OILS, ETC. ALL SUCH MATERIALS

SHALL BE HANDLED, DISPOSED, AND USED IN

ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

LAWS.

THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR

VOLTAGES WITH THE ELECTRICAL DRAWING BEFORE

ORDERING MOTORIZED EQUIPMENT AND CONTROLS.

C.F.M. LISTED IS ACTUAL AIR.

SUPPLIERS SHALL REVIEW ALL DRAWINGS AND THE

SPECIFICATIONS PRIOR TO SUBMITTING PRICES TO

THE CONTRACTOR. ALL QUESTIONS AND

DISCREPANCIES SHALL BE BROUGHT TO THE

ENGINEERS ATTENTION PRIOR TO BIDDING.

CONTRACTOR SHALL THOROUGHLY REVIEW AND SIGN

SUBMITTALS FOR COMPLETENESS AND COMPLIANCE

TO THE SPECIFICATIONS PRIOR TO ENGINEERS

REVIEW. SUPPLIERS SHALL HIGHLIGHT OR MARK ALL

INFORMATION REQUIRED TO SHOW COMPLIANCE TO

THE SPECIFICATIONS. ALL REQUESTED EXCEPTIONS

TO THE SPECIFICATIONS, OR SCHEDULES SHALL BE

CLEARLY NOTED AND EXPLAINED. SUBMITTAL REVIEW

AND ACCEPTANCE IS FOR DESIGN CONCEPT ONLY,

AND DOES NOT AT ANY TIME RELIEVE THE

CONTRACTOR OF RESPONSIBILITY TO MEET

SPECIFICATIONS, CAPACITIES, OR DESIGN INTENT.

ALL MECHANICAL SHALL BE INSTALLED AND CONFORM

TO THE 2024 EDITION OF THE IMC AND IPC WITH UTAH

ANNOTATIONS AND LOCAL AUTHORITY

REQUIREMENTS.

THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DRAINING DOWN AND RE-FILLING OF ALL SYSTEMS

NECESSARY TO COMPLETE THE WORK OUTLINED BY

THIS PROJECT. THIS INCLUDES PROVIDING THE

REQUIRED CHEMICAL TREATMENT WHEN RE-FILLING

THE SYSTEM.

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE

BCI BACKGROUND CHECKS AND HIPPA AGREEMENTS

FOR ALL WORKERS, SUBCONTRACTORS, ETC THAT

WILL BE ON-SITE FOR WORK. REMIT ALL BCIS FOR

APPROVAL TO THE USDC REPRESENTATIVE.

ALL PIPING, MATERIALS, ETC. SHALL BE NEW AND

DOMESTIC MADE UNLESS SPECIFICALLY AUTHORIZED

IN WRITING PRIOR TO BID.

PROVIDE TEMPORARY FENCING TO SECURE THE

ENTIRE WORKSITE. CONTRACTOR SHALL BE

RESPONSIBLE TO SECURE THE WORKSITE,

CONTRACTOR VEHICLES, TOOLS, MATERIALS,

EQUIPMENT, ETC FROM ENTRY OR DISTURBANCE

FROM RESIDENTS AT ALL TIMES. ENSURE THAT WORK

SITE IS PROPERLY SECURED DURING AND AFTER

WORK HOURS. CONTRACTOR SHALL PERFORM A

SWEEP OF JOBSITE DAILY TO SECURE ANY TOOLS,

CONSTRUCTION MATERIALS, DEBRIS, ETC THAT COULD

POTENTIALLY BE TAKEN AND USED AS A WEAPON BY

THE RESIDENTS OF THE FACILITY.

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

G-14

G-15

G-16

G-17

G-18

G-19

G-20

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

GENERAL NOTES

AND LEGEND

MG001

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

TUNNEL "B

TU

N

N

EL

A

TUNNEL "C

TUNNEL "D"

TUNNEL "F

TR-1

DB-2 DB-2

DB-3

DB-4

DB-4

DB-4

TR-3

TR-2

TR-1

TR-4

TUNNEL "D

DB-4

DB-4

DB-4

TUNNEL "E

TU

NN

EL

C"

TUNNEL "A

TUNNEL "D"

TUNNEL "D"

TUNNEL "D"

TUNNEL "E

TUNNEL "E"

DB-4

DB-2

DB-6

D B

-6

DB-6

D B

-6

D B

-6

DB-5

D B

-6

DB-6

DB-6

D B

-6 D

B -6

DB-2

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

SITE PIPING PLAN

MS101

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING

MECHANICAL, STRUCTURAL, ELECTRICAL AND

ARCHITECTURAL CONDITIONS, INCLUDING, BUT NOT

LIMITED TO: EXISTING ROUTING AND LOCATION OF

DUCTWORK, PIPING, ELECTRICAL, AND STRUCTURAL

ELEMENTS. CONTRACTOR SHALL FIELD VERIFY ANY

POTENTIAL CONFLICTS BETWEEN NEW MECHANICAL

ELEMENTS AND EXISTING CONDITIONS PRIOR TO

BEGINNING DEMOLITION OR ORDERING EQUIPMENT.

2. PRIME CONTRACTOR SHALL PROVIDE ALL

COORDINATION BETWEEN SUB-TIER CONTRACTORS.

THIS SHALL INCLUDE THE COORDINATION BETWEEN

SUB-TIER CONTRACTORS, SUB-TIER CONTRACTORS AND

FACILITIES, SUB-TIER CONTRACTORS AND

ARCHITECT/ENGINEER, ETC.

3. CONTRACTOR SHALL COORDINATE WITH DFCM

PROVIDED HAZMAT REPORT PRIOR TO THE DEMOLITION

OF ANY EQUIPMENT, DUCTWORK, DUCT INSULATION,

PIPING, PIPE INSULATION, ETC.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAWFUL

DISPOSAL OF ASPHALT, CONCRETE, PIPING, SOD, DIRT

OR ANY OTHER UNWANTED MATERIALS IN RELATION TO

THE SCOPE OF THIS PROJECT.

5. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE

MEANS TO SECURE THE ENTIRE WORKSITE FROM

RESIDENTS OF USDC.

6. PROVIDE TEMPORARY FENCING TO SECURE THE ENTIRE

WORKSITE. CONTRACTOR SHALL BE RESPONSIBLE TO

SECURE THE WORKSITE, CONTRACTOR VEHICLES,

TOOLS, MATERIALS, EQUIPMENT, ETC FROM ENTRY OR

DISTURBANCE FROM RESIDENTS AT ALL TIMES.

7. COORDINATE WITH USDC FOR ANY STEAM AND

CONDENSATE LINE SHUTDOWN TIME. 72 HOUR NOTICE

MUST BE GIVEN.

SHEET NOTES:

SEE SHEET MD401 AND ME401 FOR LARGE SCALE

MECHANICAL PLANS.

SEE SHEET ME402 FOR LARGE SCALE MECHANICAL

PLAN.

MD

ME

MECHANICAL SITE PIPING PLAN

SCALE = NONE

TRUE

NORTH

ME 2

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

D B

-6 D

B -6

EXPANSION

VAULT #36" WATERLINE (E)

ANCHOR #16

VAULT

#4

6 4" CR (E)

4" CR(E)

10" HPS(E)

10" HPS(E)

4" CR(E)

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

LARGE SCALE

MECHANICAL PIPING

DEMOLITION PLAN

MD401

1/16" = 1' - 0"

0 2' 4' 8' 16' 32' 64'

MECHANICAL PIPING DEMOLITION

PLAN

TRUE

NORTH

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING

MECHANICAL, STRUCTURAL, ELECTRICAL AND

ARCHITECTURAL CONDITIONS, INCLUDING, BUT NOT

LIMITED TO: EXISTING ROUTING AND LOCATION OF

DUCTWORK, PIPING, ELECTRICAL, AND STRUCTURAL

ELEMENTS. CONTRACTOR SHALL FIELD VERIFY ANY

POTENTIAL CONFLICTS BETWEEN NEW MECHANICAL

ELEMENTS AND EXISTING CONDITIONS PRIOR TO

BEGINNING DEMOLITION OR ORDERING EQUIPMENT.

2. PRIME CONTRACTOR SHALL PROVIDE ALL

COORDINATION BETWEEN SUB-TIER CONTRACTORS.

THIS SHALL INCLUDE THE COORDINATION BETWEEN

SUB-TIER CONTRACTORS, SUB-TIER CONTRACTORS AND

FACILITIES, SUB-TIER CONTRACTORS AND

ARCHITECT/ENGINEER, ETC.

3. CONTRACTOR SHALL COORDINATE WITH DFCM

PROVIDED HAZMAT REPORT PRIOR TO THE DEMOLITION

OF ANY EQUIPMENT, DUCTWORK, DUCT INSULATION,

PIPING, PIPE INSULATION, ETC.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAWFUL

DISPOSAL OF ASPHALT, CONCRETE, PIPING, SOD, DIRT

OR ANY OTHER UNWANTED MATERIALS IN RELATION TO

THE SCOPE OF THIS PROJECT.

5. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE

MEANS TO SECURE THE ENTIRE WORKSITE FROM

RESIDENTS OF USDC.

6. PROVIDE TEMPORARY FENCING TO SECURE THE ENTIRE

WORKSITE. CONTRACTOR SHALL BE RESPONSIBLE TO

SECURE THE WORKSITE, CONTRACTOR VEHICLES,

TOOLS, MATERIALS,EQUIPMENT, ETC FROM ENTRY OR

DISTURBANCE FROM RESIDENTS AT ALL TIMES.

7. COORDINATE WITH USDC FOR ANY STEAM LINE

SHUTDOWN TIME . 72 HOUR NOTICE MUST BE GIVEN.

8. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND

INSTALL ANY DISTURBED GILSULATE DURING THE

CONSTRUCTION PROCESS.

SHEET NOTES:

REMOVE AND REPLACE EXISTING 4" GRAVITY FEED

CONDENSATE RETURN PIPING IN THIS APPROXIMATE

LOCATION. EXPOSE BOTH EXISTING STEAM AND

CONDENSATE PIPING. REMOVE AND DISPOSE OF

GILSULATE INSULATING THE EXISTING PIPING. THE

INTENT IS REDUCE DOWNTIME TO FURTHEST EXTENT.

CUT AND REMOVE EXISTING ASPHALT IN PARKING LOT

AS NEEDED TO EXPOSE EXISTING STEAM AND

CONDENSATE PIPING. REMOVE AND DISPOSE PROPERLY

OF GILSULATE INSULATING THE EXISTING PIPING. FIELD

VERIFY EXACT PIPE ROUTING PRIOR TO CUTTING.

SHORE TRENCH PER OSHA GUIDELINES AS NECESSARY.

COORDINATE WITH OWNER FOR LOCATION TO STORE

BACKFILL MATERIALS.

CUT AND REMOVE LANDSCAPING AS NEEDED TO

EXPOSE EXISTING STEAM AND CONDENSATE PIPING.

FIELD VERIFY EXACT PIPE ROUTING PRIOR TO CUTTING.

REMOVE AND DISPOSE OF GILSULATE INSULATING THE

EXISTING PIPING. SHORE TRENCH PER OSHA

GUIDELINES AS NECESSARY. CUT CONCRETE GUTTERS

WITH THE INTENT TO REPLACE. COORDINATE WITH

OWNER FOR LOCATION TO STORE BACKFILL MATERIALS.

REMOVED TRENCH MATERIALS SHALL BE TEMPORARILY

STORED IN THIS APPROXIMATE LOCATION. FIELD VERIFY.

PROTECT EXISTING STEAM, WATER, SANTIARY SEWER

PIPING AND ANY OTHER UTILITIES DURING DEMOLITION

AND CONSTRUCTION.

EXISTING MEDIUM VOLTAGE IN THIS APPROXIMATE

LOCATION. PROTECT DURING DEMOLITION AND

CONSTRUCTION.

CAREFULLY DIG AROUND AND EXPOSE EXISTING

BUILDING FOOTING IN THIS APPROXIMATE LOCATION.

THE INTENT TO PROVIDE ACCESS FOR STRUCTURAL

ENGINEER TO EXAMINE BUILDING FOOTINGS FOR

DAMAGE.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

D B

-6 D

B -6

VAULT #36" WATERLINE (E)

ANCHOR #16

VAULT

#4

4" CR

10" HPS(E)

10" HPS(E)

4" CR

CP 11

2-1/2" VENT 12

2-1/2" VENT 12

CP

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

LARGE SCALE

MECHANICAL

PIPING PLAN

ME401

1/16" = 1' - 0" 0 2' 4' 8' 16' 32' 64'

MECHANICAL PIPING PLAN

TRUE

NORTH

SHEET NOTES:

PROVIDE NEW 4" SCH 80 DOMESTIC MADE ASTM A-106

SEAMLESS PCR RETURN PIPING IN THIS APPROXIMATE

LOCATION. COORDINATE ELEVATIONS TO PROVIDE

CORRECT 1/8" PER FOOT SLOPE BETWEEN THE TWO

VAULTS ON THE NEW CONDENSATE PIPING. ENGINEER,

INSPECTOR AND OWNER MUST SIGN OFF THAT PIPING IS

CORRECTLY SLOPED PRIOR TO FIELD INSTALLED

INSULATION AND BACKFILLING. AFTER SLOPE

INSPECTION, PROVIDE FIELD WRAP INSULATION

INTENDED FOR BURIED APPLICATION, FOAMGLAS

INSULATION FOR CONDENSATE AND EXISTING EXPOSED

STEAM PIPING WITH PITTWRAP SS OR APPROVED EQUAL.

INSTALL PER MANUFACTURERS REQUIREMENTS AND

RECOMMENDATIONS. THE INTENT IS TO MINIMIZE STEAM

DOWNTIME, COORDINATE, PLAN AND TAKE ALL

MEASURES NECESSARY TO REDUCE STEAM DOWNTIME.

TIE INTO EXISTING CONDENSATE PIPING WITHIN THE

VAULT IN THIS APPROXIMATE LOCATION.CORE DRILL

NEW PIPE PENETRATION AS NEEDED. PROVIDE NEW

SEAL AROUND VAULT PENETRATION. SEE LARGE SCALE

VAULT DIAGRAMS. FIELD VERIFY ELEVATION PROVIDES

1/8" SLOPE PER FOOT ON NEW CONDENSATE PIPING FOR

THE ENTIRE PIPE LENGTH BETWEEN VAULT #4 AND #3.

PROVIDE ON CONTRACTOR REDLINES AT THE END OF

THE PROJECT, THE FIELD MEASURED ELEVATION OF THE

CONDENSATE PIPING LEAVING VAULT#4, ENTERING

VAULT #3 AND LEAVING VAULT #3.

TIE INTO EXISTING CONDENSATE PIPING WITHIN THE

VAULT IN THIS APPROXIMATE LOCATION. PROVIDE NEW

SEAL AROUND VAULT PENETRATION. SEE LARGE SCALE

VAULT DIAGRAMS. FIELD VERIFY EXISTING ELEVATION

PROVIDES 1/8" SLOPE PER FOOT ON NEW CONDENSATE

PIPING FOR THE ENTIRE PIPE LENGTH.

MODIFY EXISTING ANCHORS AS NEEDED TO SERVE NEW

CONDENSATE RETURN PIPING IN THIS APPROXIMATE

LOCATION. SEE DETAIL A2 ON SHEET ME502. COAT ALL

CONCRETE AND METAL SURFACES WITH

WATERPROOFING BITUMASTIC.

BACKFILL, COMPACT, GRADE, PROVIDE GRAVEL BASE

AND RE-ASPHALT TO PATCH AND MATCH EXISTING

PARKING LOT IN THIS APPROXIMATE. FIELD VERIFY.

PROVIDE NEW CONCRETE CURB AND GUTTER TO MATCH

EXISTING. FIELD VERIFY.

BACKFILL, COMPACT, GRADE ,AND PROVIDE NEW TOP

SOIL AND RE-SOD IN THIS APPROXIMATE LOCATION.

RE-SOD WHEN WEATHER IS WARM ENOUGH TO RE-SOD.

PROVIDE WITH MEANS TO WATER THE SOD UNTIL THE

SOD IS ESTABLISHED. WATERING SHALL NOT REQUIRE

THE OWNER TO MODIFY THE EXISTING SPRINKLER

SYSTEM OR SCHEDULE. HOSES, SPRINKLERS AND

TIMERS ARE SUGGESTED.

PROVIDE NEW CAST IRON MANHOLE COVER TO FIT OVER

EXISTING MANHOLE. PROVIDE WITH STEAM LABEL AND

4X 1" HOLES. SEE EXAMPLE ON SHEET ME502.

MODIFY EXISTING OR PROVIDE NEW PIPE GUIDES FOR

CONDENSATE PIPING AS NEEDED TO KEEP PROPER 1/8"

SLOPE AND AVOID PIPE BELLYING PRIOR TO

BACKFILLING. COAT ALL CONCRETE AND METAL

SURFACES WITH WATERPROOFING BITUMASTIC. FIELD

VERIFY.

PROVIDE PIPE SUPPORT FOR EXPANSION LOOP IN THIS

APPROXIMATE LOCATION. COAT ALL CONCRETE AND

METAL SURFACES WITH WATERPROOFING BITUMASTIC.

FIELD VERIFY.

PROVIDE NEW STEAM POWERED CONDENSATE PUMP IN

THIS APPROXIMATE LOCATION. INSTALL PER

MANUFACTURER RECOMMENDATIONS AND DETAIL

SHOWN ON ME 501. PROVIDE WITH INSULATION. CUT A 5'

L X 3'6" W X 4' D SUMP IN THE BOTTOM OF THE

CONCRETE VAULT TO ACT AS A SUMP FOR THE

CONDENSATE PUMP. PROVIDE 3" CONCRETE WALLS

AROUND THE SUMP, WITH 6" OF GRAVEL AT THE BOTTOM

OF THE SUMP FOR DRAINAGE. THE INTENT OF THE SUMP

IS TO ALLOW THE CORRECT ELEVATION NEEDED TO

SLOPE PIPING 1/8" PER FOOT FROM VAULT #4 TO VAULT

#3. SEE DETAIL ON SHEET ME501. ADJUST DEPTH OF

VAULT AS NEEDED TO GET THE ELEVATION. FIELD

VERIFY.

PROVIDE NEW 2-1/2" VENT FROM VENTED CONDENSATE

RECEIVER IN THIS APPROXIMATE LOCATION. ROUTE

PARALLEL TO NEW CONDENSATE LINE, SLOPE BACK TO

CONDENASTE PUMP. WRAP WITH FOAMGLAS INSULATION

WITH PITTWRAP SS FOR BURIED APPLICATION OR

APPROVED EQUAL. THE INTENT TO PROVIDE THE VENT

TO ATMOSPHERE WITHIN THE GRASS AREA IN THIS

APPROXIMATE LOCATION. COORDINATE FINAL

POSITIONING WITH OWNER. ENCASE VERTICAL PIPING

WITHIN ROUND CONCRETE PYLON. FIELD VERIFY.

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING

MECHANICAL, STRUCTURAL, ELECTRICAL AND

ARCHITECTURAL CONDITIONS, INCLUDING, BUT NOT

LIMITED TO: EXISTING ROUTING AND LOCATION OF

DUCTWORK, PIPING, ELECTRICAL, AND STRUCTURAL

ELEMENTS. CONTRACTOR SHALL FIELD VERIFY ANY

POTENTIAL CONFLICTS BETWEEN NEW MECHANICAL

ELEMENTS AND EXISTING CONDITIONS PRIOR TO

BEGINNING DEMOLITION OR ORDERING EQUIPMENT.

2. PRIME CONTRACTOR SHALL PROVIDE ALL

COORDINATION BETWEEN SUB-TIER CONTRACTORS.

THIS SHALL INCLUDE THE COORDINATION BETWEEN

SUB-TIER CONTRACTORS, SUB-TIER CONTRACTORS AND

FACILITIES, SUB-TIER CONTRACTORS AND

ARCHITECT/ENGINEER, ETC.

3. CONTRACTOR SHALL COORDINATE WITH DFCM

PROVIDED HAZMAT REPORT PRIOR TO THE DEMOLITION

OF ANY EQUIPMENT, DUCTWORK, DUCT INSULATION,

PIPING, PIPE INSULATION, ETC.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAWFUL

DISPOSAL OF ASPHALT, CONCRETE, PIPING, SOD, DIRT

OR ANY OTHER UNWANTED MATERIALS IN RELATION TO

THE SCOPE OF THIS PROJECT.

5. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE

MEANS TO SECURE THE ENTIRE WORKSITE FROM

RESIDENTS OF USDC.

6. PROVIDE TEMPORARY FENCING TO SECURE THE ENTIRE

WORKSITE. CONTRACTOR SHALL BE RESPONSIBLE TO

SECURE THE WORKSITE, CONTRACTOR VEHICLES,

TOOLS, MATERIALS,EQUIPMENT, ETC FROM ENTRY OR

DISTURBANCE FROM RESIDENTS AT ALL TIMES.

7. COORDINATE WITH USDC FOR ANY STEAM LINE

SHUTDOWN TIME . 72 HOUR NOTICE MUST BE GIVEN.

8. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND

INSTALL ANY DISTURBED GILSULATE DURING THE

CONSTRUCTION PROCESS.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

VAULT

#2

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

LARGE SCALE

MECHANICAL

PIPING PLAN

ME402

1/4" = 1' - 0" 0 4'1' 2' 8' 16'

LARGE SCALE MECHANICAL PIPING

PLAN

TRUE

NORTH

SHEET NOTES:

MODIFY EXISTING CONDENSATE PUMP LOCATED IN

VAULT #2 WITH THE FOLLOWING. REMOVE AND REPLACE

EXISTING 4" PIPING SECTION ENTERING THE VAULT WITH

8" PIPING. THE INTENT IS TO CREATE A VENTED

RECEIVER WITH THE LARGER PIPING. SEE DETAIL ON

SHEET ME501. PROVIDE 2-1/2" VENT PIPING FROM TOP

OF 8 " PIPE TO VENT TO ATMOSPHERE BY MANHOLE.

LOWER EXISTING CONDENSATE PUMP 16", MODIFY

EXISTING PIPING AND SUMP AS NECESSARY TO HAVE 16"

DROP BELOW THE VENTED CONDENSATE RECEIVER.

PROVIDE AND INSTALL ADJUSTABLE PRV TO MOTIVE

STEAM PIPING SERVING THE EXISTING CONDENSATE

PUMP. PROVIDE INSULATION ON EXISTING PUMP,

ALUMINUM JACKETED INSULATION ON VENT PIPING AND

ALL EXPOSED PIPING. PROVIDE NEW METAL CYCLE

COUNTER SERVING THE EXISTING PUMP. PROVIDE ON

CONTRACTOR REDLINES AT THE END OF THE PROJECT,

THE FIELD MEASURED ELEVATION OF THE CONDENSATE

PIPING ENTERING VAULT#2 AND LEAVING VAULT #2.

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING

MECHANICAL, STRUCTURAL, ELECTRICAL AND

ARCHITECTURAL CONDITIONS, INCLUDING, BUT NOT

LIMITED TO: EXISTING ROUTING AND LOCATION OF

DUCTWORK, PIPING, ELECTRICAL, AND STRUCTURAL

ELEMENTS. CONTRACTOR SHALL FIELD VERIFY ANY

POTENTIAL CONFLICTS BETWEEN NEW MECHANICAL

ELEMENTS AND EXISTING CONDITIONS PRIOR TO

BEGINNING DEMOLITION OR ORDERING EQUIPMENT.

2. PRIME CONTRACTOR SHALL PROVIDE ALL

COORDINATION BETWEEN SUB-TIER CONTRACTORS.

THIS SHALL INCLUDE THE COORDINATION BETWEEN

SUB-TIER CONTRACTORS, SUB-TIER CONTRACTORS AND

FACILITIES, SUB-TIER CONTRACTORS AND

ARCHITECT/ENGINEER, ETC.

3. CONTRACTOR SHALL COORDINATE WITH DFCM

PROVIDED HAZMAT REPORT PRIOR TO THE DEMOLITION

OF ANY EQUIPMENT, DUCTWORK, DUCT INSULATION,

PIPING, PIPE INSULATION, ETC.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAWFUL

DISPOSAL OF ASPHALT, CONCRETE, PIPING, SOD, DIRT

OR ANY OTHER UNWANTED MATERIALS IN RELATION TO

THE SCOPE OF THIS PROJECT.

5. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE

MEANS TO SECURE THE ENTIRE WORKSITE FROM

RESIDENTS OF USDC.

6. PROVIDE TEMPORARY FENCING TO SECURE THE ENTIRE

WORKSITE. CONTRACTOR SHALL BE RESPONSIBLE TO

SECURE THE WORKSITE, CONTRACTOR VEHICLES,

TOOLS, MATERIALS,EQUIPMENT, ETC FROM ENTRY OR

DISTURBANCE FROM RESIDENTS AT ALL TIMES.

7. COORDINATE WITH USDC FOR ANY STEAM LINE

SHUTDOWN TIME . 72 HOUR NOTICE MUST BE GIVEN.

8. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND

INSTALL ANY DISTURBED GILSULATE DURING THE

CONSTRUCTION PROCESS.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

18" CURB & GUTTER DETAIL

SCALE: NONEC2

4" MIN.

GRAVEL

R=2"

R=1"

18"

4- 3/

4"

6"1"

6"

6- 1/

2" 3/

4"

CONCRETE

BLOCK (TYP.)

CONCRETE SHALL BE

CLEAR OF PIPE

JOINTS. (TYP)

SIDE EXCAVATION

(TYPICAL)

ALL BEARING SURFACES SHALL

BE AGAINST UNDISTURBED

GROUND (TYP)

BEARING AREAS EACH DIRECTION

OF THRUST IN SQUARE FEET

PIPE

SIZE

TEES &

DEADEND

90°

ELBOWS

45° ELBOW, CROSSES

IN DIRECTION OF FLOW

22-1/2°

ELBOWS

6"&8" 4.0 5.5 3.0 2.0

TYPICAL THRUST BLOCK INSTALLATION DETAIL

SCALE: NONEB2

TEE ELBOW

PIPE ANCHOR AND SUPPORT DETAIL

SCALE: NONED4

NOTE:

ALL THREAD FASTENERS SHALL BE 1-1/2"

STANDOFF AFTER BASE PLATE, WASHERS, AND

NUTS ARE INSTALLED.

1-1/2"

STAINLESS STEEL

LOCK WASHER

BASE PLATE

EPOXY VOIDS IN BASE PLATE

HILTI HY-150 ANCHOR BOLT

CONCRETE WALL, FLOOR, OR ROOF

F&T TRAP DETAILB4

DETAIL NOTES:

DRIP LEG-FULL SIZE

BALL VALVE

STRAINER

F & T TRAP

UNION

CHECK VALVE

TO CONDENSATE PUMP

DIRT LEG CAP

SCALE: NONE

6 2

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

DETAILS

ME501

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

8" GREATER THAN

INSULATION WIDTH

NOTE:

ALL METAL PARTS

MUST BE COMPLETELY

ENCLOSED IN SAND.

CONCRETE AND METAL

SURFACES SHALL BE

COATED WITH 3 COATS OF BITUMASTIC.

DIRECT BURIED PIPING GUIDE DETAILC1 SCALE: NONE

SAND BED MIN 4" ALL

AROUND PIPING

TYP

SPACER ANGLES

1-1/2 x 1-1/2 x 1/4

STEEL GUIDE BRACKET

2"-4" PIPE = 5/8" DIAM.

10" PIPE = 2-1/2"x2-1/2"x1/4"

3" MIN.

2" 4"

SAND

4"

2"-4" PIPE = 10"

10" PIPE = 16"

2"-4" PIPE = 8"

10" PIPE = 12"

4"

3" MIN.

PIPE PENETRATION THROUGH

CONCRETE VAULT WALL DETAILC3 SCALE: NONE

INTERIOR

MECHANICAL LINK-

SEAL TYPE WALL

PENETRATION SEAL

MODEL-LS

LINK SEAL TYPE WALL

SLEEVE MODEL-WS

WATER STOP AND

ANCHOR COLLAR

CONCRETE VAULT

WALL

CONCRETE VAULT

WALL

10"Ø & 4"Ø

NEW PIPING

THROUGH NEW

VAULT WALL

ANCHOR SCHEDULE

ANCHOR

NUMBER

MAX. UNBALANCED PIPE

SURFACE AREA SQ. FT.

W

(INCHES)

D

(INCHES)

T

(INCHES)

NO. OF

REBARS EA

SIDE

SIZE OF

REBARS

NO.

13,14,15,16 160 44 24 14 7 3

END ANCHOR SCHEDULE-STEEL

PIPE SIZE

SUPPORT CHANNEL

ANCHOR POST

I BEAM KNEE BRACE

FILLET

K

INCHESCHANNEL

L

(INCHES)

2",2-1/2", 3" NR 5 I 14.75 NR 1/4"

4" 4 5.4 26" 5 I 14.75 * 2-1/2"Ø 1/4"

10" 8 11.5 38" 10 I 35 * 6"Ø 5/16"

NR = NOT REQUIRED

* = PIPE DIA. SCH 40

INTERMEDIATE ANCHOR SCHEDULE-STEEL

PIPE SIZE

SUPPORT CHANNEL

ANCHOR POST

I BEAM KNEE BRACE

FILLET

K

INCHESCHANNEL

L

(INCHES)

2",2-1/2",3" NR NR 5 I 14.75 NR 1/4"

4" NR 26" 6 I 12.5 NR 1/4"

10" 8 11.5 28" 10 I 35 6"Ø 5/16"

NR = NOT REQUIRED

* = PIPE DIA SCH. 40

1-1/4"

THREADED

ROD

POUR 2000 PSI CONCRETE

AT 28 DAYS AGAINST

UNDISTRUBED SOIL

6"

2" SCHEDULE 40 PIPE

TACK WELD THREADED ROD TO NUT AFTER

FINAL ADJUSTMENT AND SIGN OFF FROM

OWNER, ENGINEER AND INSPECTOR

NOTE:

CONCRETE AND METAL

SURFACES SHALL BE

COATED WITH BITUMASTIC

AFTER FINAL

ADJUSTMENTS.

NO EXCEPTIONS!

PIPE

INSULATION

PROTECTION

SADDLE

PLACE HALF OF

REBAR IN TOP

1/3 OF HEIGHT

T

D

6"

PLACE HALF OF

REBAR IN TOP

1/3 OF HEIGHT

K

TYPICAL 1/3D

2/3D

2" MAX

L

UNDISTURBED

SOIL

NEW ASPHALT, SIDE

WALK, GRASS COVER

OVER EXCAVATION

USE 6" THK TOP SOIL

UNDER GRASS

SURFACE

USE 6" THK PEA

GRAVEL UNDER SIDE

WALK SURFACE SAND

DIRECT BURIED PIPING ANCHOR DETAILA2

PIPE INSULATION WITH

PITT WRAP

MANHOLE COVER LID EXAMPLEC5

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

DETAILS

ME502

7 3/4"

6 1/2"

B

(2) EPIC®

PICKBARS

3" FLAT FACE

GOTHIC

(4) 1" DIA. HOLES

DRILLED THRU COVER

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

SCALE: 1/8"=1'-0"

VAULT #4

DEMO PIPING DETAILC3

9'-0"

10'-4"

3'-0"

9' -0

1 3

1 3

1 3

HPS

PCR

HPS

PCR

11 14

SCALE: 1/8"=1'-0"

VAULT #3

DEMO PIPING DETAILC1

9'-0"

10'-4"

3'-0"

9' -0

1 3

1 3

1 3

H

PS

PC

R

SCALE: 1/8"=1'-0"

VAULT #4

PIPING DETAILA3

9'-0"

10'-4"

3'-0"

9' -0

1 3

1 3

HPS

PCR

HPS

PCR

11 14

SCALE: 1/8"=1'-0"

VAULT #3

PIPING DETAILA1

9'-0"

10'-4" 9'

-0

1 3

H

PS

PC

R

4" CR

4" CR

CP

2-1/2" VENT

3" CR

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

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OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

DETAILS

ME503

NEW VAULT SHEET NOTES:

10"Ø SCH.(E) 80 HPS SEAMLESS PIPE.

6"Ø SCH.(E) 80 HPS SEAMLESS PIPE.

4"Ø SCH.(E) 80 PCR SEAMLESS PIPE.

3"Ø SCH.(E) 80 PCR SEAMLESS PIPE.

REMOVE EXISTING CONDENSATE

PIPING BACK TO THIS APPROXIMATE

LOCATION. FIELD VERIFY EXACT PIPE

ROUTING AND POINTS OF REMOVAL.

PROVIDE 3" THK. INSULATION WITH

ALUMINUM JACKET AROUND

CONDENSATE PIPING IN VAULT.

PROVIDE 300# TRIPLE OFF-SET

BUTTERFLY VALVE SAME SIZE AS

PIPING.

NEW VAULT SHEET NOTES:

SCH. 80 LONG RADIUS WELDED 90° ELL.

EXISTING STEAM PIPING SERVING THE

GREEN HOUSE. FIELD VERIFY.

EXISTING CONDENSATE RETURN

PIPING SERVING GREENHOUSE AND

FUTURE EAST SIDE. FIELD VERIFY.

EXISTING STEAM AND CONDENSATE

PIPING. FIELD VERIFY.

4"Ø SCH.(E) 80 HPS STEAM

2-1/2"Ø SCH.(E) 80 HPS STEAM

2"Ø SCH.(E) 80 HPS STEAM

TIE INTO EXISTING CONDENSATE

PIPING IN THIS APPROXIMATE

LOCATION. PROVIDE NEW 4' SCH 80

DOMESTIC MADE PIPE. PROVIDE WITH

ALUMINUM JACKETED INSULATION.

FIELD VERIFY EXACT PIPE ROUTING

AND POINTS OF CONNECTION.

PROVIDE NEW METRA SEAL FOR HIGH

TEMP APPLICATIONS OR APPROVED

EQUAL IN EXISTING PENETRATION FOR

WATER TIGHT SEAL. FIELD VERIFY.

CUT 4'6" L X 3'6" W X 4'D SUMP IN THE

BOTTOM OF THE VAULT. PROVIDE WITH

3" CONCRETE WALLS AND 6" OF

GRAVEL FOR DRAINAGE AT THE

BOTTOM OF THE SUMP. THE INTENT OF

THE SUMP IS TO ALLOW THE CORRECT

ELEVATION NEEDED TO SLOPE PIPING

1/8" PER FOOT FROM VAULT #4 TO

VAULT #3. ADJUST DEPTH OF VAULT AS

NEEDED TO GET THE CORRECT

ELEVATION. FIELD VERIFY.

MODIFY EXISTING CONDENSATE PIPING

TO CONNECT BEFORE ENTERING THE

VENTED STEAM CONDENSATE TO THE

NEW CONDENSATE PUMP IN THIS

APPROXIMATE LOCATION. FIELD

VERIFY EXACT PIPE ROUTING AND

POINTS OF CONNECITON.

PROVIDE NEW STEAM POWERED

CONDENSATE PUMP IN THIS

APPROXIMATE LOCATION. INSTALL PER

MANUFACTURER RECOMMENDATIONS

AND DETAIL SHOWN ON ME 501.

PROVIDE WITH INSULATION. SEE

DETAIL ON SHEET ME501.

PROVIDE 2-1/2" VENT LINE PARALLEL

TO NEW CONDENSATE LINE IN THIS

APPROXIMATE LOCATION. INSULATE

WITH ALUMINUM JACKETING WITHIN

THE VAULT, AND 1" FOAMGLAS WITH

PITT WRAP SS FOR BURIED

APPLICATIONS OR APPROVED EQUAL.

CORE DRILL NEW PENETRATION IN

VAULT WALL. RUN VENT LINE BACK TO

GRASS AREA AS SHOWN ON ME401

DRAWINGS.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

TYPICAL SINGLE PIPE

EXPANSION LOOP DETAIL

10'

EXPANSION SINGLE

PIPE SUPPORT

SUPPORT (TYPICAL)

EXPANSION SINGLE PIPE

STANDARD PIPE

SUPPORT

2'

REDUCING PLATE

9'

*EXPANSION SINGLE PIPE SUPPORT

REQ'D WHEN X+Y EXCEEDS 9'.

X 2'

MIN.

6" TYPICAL

CONDUIT

TRANSITION

CONDUIT

WELD

INSULATION

CIRCULAR

SECTION A-A

OVERSIZED CONDUIT TO BE DESIGNED

& UTILIZED TO ENSURE CARRIER

PIPE INSULATION WILL NOT CON-

TACT THE INTERIOR OF THE

CASING PIPE DUE TO THERMAL

EXPANSION OR CONTRACTION

FORCES.

NOTE:

1. SPECIFIC JOBSITE REQUIREMENTS & DIFFERING FIELD CONDITIONS WILL

DICTATE WHICH TYPE OF OVERSIZED CONDUIT WILL BE UTILIZED (CIR-

CULAR OR ELLIPTICAL).

2. EXPANSION TYPE SUPPORTS SHALL BE UTILIZED TO COMPENSATE FOR

THE NECESSARY THERMAL EXPANSION WHEREVER A CHANGE OF DIREC-

TION (90° ELLS, 45° ELLS, ZEES, TEES, LOOPS, ETC.) OCCURS IN THE

CONDUIT SYSTEM. THIS INCLUDES EXPANSION SUPPORTS IN EACH LEG

AS NECESSARY TO COMPENSATE FOR THERMAL EXPANSION IN BOTH

DIRECTIONS.

3. OVERSIZED CONDUIT TO ALLOW FOR MOVEMENT OF PIPE. TRANSITION

CONDUIT 10 GA. THICK-WELDED AT BOTH CONDUITS (IF REQUIRED FOR EX-

PANSION).

A

A

9' M

AX

Y

TYPICAL EXPANSION ELBOW

EXPANSION

PIPE SUPPORT

EXPANSION

PIPE SUPPORT

CONTINUOUSLY WELDED

TRANSITION CONDUIT (IF

REQUIRED FOR EXPANSION)

ANGLE TO SUIT

FIELD CONDITIONS

OR REQUIREMENTS

EXPANSION

PIPE SUPPORT

A

CONTINUOUSLY WELDED

TRANSITION CONDUIT (IF

REQUIRED FOR EXPANSION)

NOTE:

1. USE STANDARD EXPANSION SUPPORTS

FOR SINGLE PIPE SYSTEMS, REF. SK-3;

USE TYPE "A" SUPPORTS FOR DUAL PIPE

EXPANSION SUPPORTS

2. USE STANDARD, NON-EXPANSION PIPE

SUPPORTS IN STRAIGHT CONDUIT

CONTINUOUSLY WELDED

TRANSITION CONDUIT (IF

REQUIRED FOR EXPANSION) WELD

CARRIER

PIPE

CIRCULAR

SECTION A-A

INSULATION

OVERSIZED

COATED CONDUIT

A

A2 TYPICAL SINGLE PIPE EXPANSION LOOP DETAIL

SCALE: NONE

A4 TYPICAL EXPANSION ELBOW DETAIL

SCALE: NONE

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

DETAILS

ME504

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

40'-0"

2'-0"

A 6"

9'-0" 9'-0" 9'-0" 9'-0" 2'-0"

A

3" OF EXPOSED

CONDUIT AT EACH

END OF PIPE.

PIPE SUPPORT (TYP.)

(SEE DWG. NO. SK-2

OR DWG. NO. SK-4)

EXPOSED PIPE

MINIMUM GAUGE AND THICKNESS FOR STEEL CASING CONDUIT SYSTEMS

The above thicknesses will support a highway loading H-20, or equivalent, with a minimum of 2’ burial and 95% of maximum density compacted backfill in cohesive soils or 70% of relative density compacted backfill for cohesive soils. For special loadings and soil conditions, conduit thickness may change.

10 GA. (MINIMUM) STEEL CONDUIT

FACTORY CORROSION COATING

INSULATION

CORROSION COATING

AIR SPACE

EXPOSED CONDUIT

CARRIER PIPE

SECTION A-A

EXPOSED CARRIER PIPE

NOTE:

This detail shows a single pipe in a conduit. The support spacing dimensions and casing thickness are applicable for a dual pipe system in a single conduit.

6"

3"

TYPICAL EXPANSION PIPE SUPPORT

24 GA.

SHEET

METAL

EXPANSION PIPE

SUPPORT

STEEL ANGLE STIFFENER

IS REQUIRED ON ALL

EXPANSION SUPPORTS

WHEN CARRIER PIPE DIA.

EXCEEDS 10".

DIMENSION

REQUIRED FOR THERMAL

EXPANSION

INSULATION

CARRIER PIPE

24 GA. SHEET METAL AFFIXED

WITH METAL SCREWS.

COATED STEEL CONDUIT

10 GA. STEEL PLATE WELDED TO 10

GA. STEEL PIPE SECTION & SIZED

TO ACCOMMODATE THERMAL EXPANSION

& CONDUIT REDUCER TRANSITION.

DRILL & PLUG WELD OUTER CONDUIT TO

10 GA. STEEL PIPE EXPANSION SUPPORT.

10 GA. STEEL PIPE SECTION SAME DIA.

AS CONDUIT. CUT, TENSIONED & WELDED

TO FIT INSIDE CONDUIT.

NOTE 1

CALICUM

SILICATE

NOTE:

NOTE 1

24 GA. SHEET METAL

1. INSULATION CAN BE MINERAL WOOL OR CALCIUM

SILICATE AS PER THE BROCHURE AND PROJECT

SPECIFICATIONS.

2. CONDUIT WITH EXPANSION PIPE SUPPORTS SHALL

HAVE SHIPPING BARS TACK WELDED ON CARRIER

PIPE AND CONDUIT AND SHALL BE PAINTED TO

SHOW TOP OF CONDUIT FOR PROPER SHIPPING,

HANDLING, AND INSTALLATION.

8"

12"

PROFILE VIEW

EXPANSION PIPE

SUPPORT

EXPANSION SUPPORT.

10 GA. STEEL PIPE

OUTER CONDUIT TO

DRILL & PLUG WELD

A1 ELBOW EXPANSION #1 DETAIL

SCALE: NONE

A3 TYPICAL INSTALLED PIPE SUPPORT/GUIDE DETAIL

SCALE: NONE

CASING TYPE CASING DIAMETER MIN. WALL THICKNESS

BLACK STEEL UP THROUGH 26" 0.1345" (10 GAUGE)

SMOOTH WALL 28" THROUGH 36" 0.1943" (6 GAUGE)

38" THROUGH 42" 0.2242" (4 GAUGE)

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

DETAILS

ME505

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

TYPICAL EXPANSION PIPE SUPPORT

24 GA.

SHEET

METAL

EXPANSION PIPE

SUPPORT

STEEL ANGLE STIFFENER

IS REQUIRED ON ALL

EXPANSION SUPPORTS

WHEN CARRIER PIPE DIA.

EXCEEDS 10".

DIMENSION

REQUIRED FOR THERMAL

EXPANSION

INSULATION

CARRIER PIPE

24 GA. SHEET METAL AFFIXED

WITH METAL SCREWS.

COATED STEEL CONDUIT

10 GA. STEEL PLATE WELDED TO 10

GA. STEEL PIPE SECTION & SIZED

TO ACCOMMODATE THERMAL EXPANSION

& CONDUIT REDUCER TRANSITION.

DRILL & PLUG WELD OUTER CONDUIT TO

10 GA. STEEL PIPE EXPANSION SUPPORT.

10 GA. STEEL PIPE SECTION SAME DIA.

AS CONDUIT. CUT, TENSIONED & WELDED

TO FIT INSIDE CONDUIT.

NOTE 1

CALICUM

SILICATE

NOTE:

NOTE 1

24 GA. SHEET METAL

1. INSULATION CAN BE MINERAL WOOL OR CALCIUM

SILICATE AS PER THE BROCHURE AND PROJECT

SPECIFICATIONS.

2. CONDUIT WITH EXPANSION PIPE SUPPORTS SHALL

HAVE SHIPPING BARS TACK WELDED ON CARRIER

PIPE AND CONDUIT AND SHALL BE PAINTED TO

SHOW TOP OF CONDUIT FOR PROPER SHIPPING,

HANDLING, AND INSTALLATION.

8"

12"

PROFILE VIEW

EXPANSION PIPE

SUPPORT

EXPANSION SUPPORT.

10 GA. STEEL PIPE

OUTER CONDUIT TO

DRILL & PLUG WELD

1/2” ANCHOR PLATE CONTINUOUSLY WELDED TO

CARRIER PIPE AND CONDUIT. ANCHOR PLATE

TO EXCEED CONDUIT O.D. BY MINIMUM OF 6”

AND CONCRETE ENCASED.

CONCRETE ENCASEMENT

ANGLE TO

SUIT FIELD

CONDITIONS OR

REQUIREMENTS.

PIPE

SUPPORTS

(TYP.)

FIELD

JOINT

REF. SK-1 OR SK-4

FOR PIPE SUPPORTS.

A1 TYPICAL EXPANSION PIPE SUPPORT DETAIL

SCALE: NONE

C3 TYPICAL EXPANSION ELBOW DETAIL

SCALE: NONE

SHEET NO.

PROJECT MANAGER:

DATE:

CHECKED BY:

DRAWN BY:

REVISIONDATEMARK

898 North 900 East, American Fork, UT

07/17/2026

DL

WHW JOB NO.:

26110

ALL RIGHTS RESERVED ©

WHW ENGINEERING, LLC.

These documents are protected under the United States 1978 copyright act. It is an exclusive work of original authorship. None of the pictorial, graphic, or technical charts or drawings depicted may be reproduced by any method, mechanical, electronic, or otherwise; nor may they be used or re-used for any purpose without the express prior written permission of WHW Engineering, LLC.

A

B

C

D

2 3 4

1 2 3 4

A

B

C

D

OWNER

SHEET TITLE

COPYRIGHT NOTICE

PROJECT NAME & ADDRESS

USDC USDC - STEAM

CONDENSATE LINE REPAIR

PHASE 2

DFCM# 27338410

CODE REVIEW STAMP

CONSULTANTS

BC

WP

Phone: (801) 957 - 7230 Taylorsville, Utah 84129 4315 S 2700 W Floor 3 Construction & Management Division of Facilities

Department of Administrative Services

Internet: http://www.dfcm.utah.gov

State of Utah

07/16/2026

SEFORP

HATUFOETATS

RE

EN

IGNELANOIS

WINWARD M.

PACKER

No. 375080

MECHANICAL

DETAILS

ME506

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/27/2026

CONDUIT CLOSURE

32 GA. X 1/2"

CONDUIT WELD

CONDUIT COATING

CONDUIT

WIDE S.S. STRAPS

2 EACH

2"

INSULATION

PIPE WELD

STEEL SLEEVE IS SAME THICKNESS AS CONDUIT

2" JOINT COATING*

AIR SPACE

CARRIER PIPE

3" 12" 3" CLEANED

BARE METAL

* JOINT COATING MATERIALS OPTIONS:

1. CHEMICALLY CURED

POLYURETHANE

NOTE:

2. HEAT SHRINKABLE SLEEVE.

3. LIQUID EPOXY COATING

GRIND SHIPPING BARS, (DO NOT TORCH CUT)

BETWEEN CARRIER PIPE AND CONDUIT

BEFORE MAKING JOINT OR COLD SPRINGING.

CONDUIT

WELD

CARRIER

PIPE

CONDUIT

CLOSURE

SLEEVE

COATED

CONDUIT

1" HALF COUPLING (VENT)

GLAND

GLAND FOLLOWER

TEMPERATURES

GASKETS FOR

DRESSER GRADE 'A'

W/ STAINLESS STEEL NUTS

STAINLESS STEEL STUDS

1" HALF COUPLING

(DRAIN)

OPTIONAL VENT

LOCATION

TO 700°F.

DRESSER GRADE 'B'

FOR 700° TO 1,000°F.

GASKETS

1" HALF COUPLING (VENT)

DRESSER GRADE 'A'

TEMPERATURES

DRESSER GRADE 'B'

GASKETS FOR

TO 700°F.

GASKETS

FOR 700° TO 1,000°F.

OPTIONAL DRAIN

LOCATION

1" HALF COUPLING

(DRAIN)

CHEMICALLY BONDED

MASTIC OR ONE COAT OF

W/ 3 COATS OF BITUMINOUS

SEAL WALL…