About this file

This is an Approved Plans document for the State of Utah Division of Facilities Construction and Management (DFCM) related to a Stage II Invitation to Bid for the Ogden Regional Center Sewer Ejection Pump replacement project. The project involves replacing the sewer ejection pumps at the facility, with a construction cost estimate of $95,000.00. This is a prequalified contractor solicitation, meaning only contractors who have successfully completed Stage I Prequalification for Contractors and appear on the current DFCM Prequalified Contractors list as of the solicitation date are eligible to submit bids. The approved plans document serves as the technical specification reference for bidders preparing their proposals and cost estimates for the mechanical work required.

The plans provide the detailed design and construction specifications necessary for contractors to accurately bid on the sewer ejection pump replacement work. As a Stage II solicitation restricted to prequalified contractors, this project limits competition to those who have already demonstrated qualifications and financial stability through the DFCM prequalification process. The approved plans ensure all eligible bidders are working from the same technical standards and specifications, promoting fair and competitive bidding among qualified mechanical contractors capable of executing the scope of work within the estimated budget.

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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

Assembly Hours

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.

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

IND

USTRY

OGDEN REGIONAL CENTER -

SEWER EJECTION PUMP

REPLACEMENT

DFCM# 27079310

2532 WASHINGTON BLVD,

OGDEN, UT 84401

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

SCOPE:

• REMOVE AND REPLACE EXISTING

SEWER EJECTION PUMPS.

• REMOVE AND REPLACE STARTER AND

DISCONNECTS FOR EACH PUMP.

GENERAL:

G001 - TITLE SHEET

G002 - SPECIAL INSTRUCTIONS AND TESTING

MECHANICAL:

MG001 - MECHANICAL LEGEND AND GENERAL NOTES

ME101 - BASEMENT LEVEL - MECHANICAL FLOOR PLANS

ME501 - MECHANICAL DETAILS AND SCHEDULES

DRAWING INDEX:

DEFERRED SUBMITTALS : SEISMIC

SPECIAL INSPECTIONS:

1. SEE SHEET DRAWING G002.

N/A

N/A

N/A

X X

N/A N/A

N/A N/A N/A N/A

N/A N/A

N/A N/A

7 111'

107,326

B

G001

20232021

T H E

G R E A T

S E

A L

OF THE

S

T A T E

O F

U T A H

State of Utah-Department of Administrative Services

DIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT

4315 South 2700 West, Floor 3/Taylorsville, Utah 84129-2128

WORK SITE

S E

F O

R P

H

ATUFOETA

T S

R E

E

NI

GNELANOIS

WINWARD M.

PACKER

No. 375080

06/24/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/02/2026

S E

F O

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H

ATUFOETA

T S

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E

NI

GNELANOIS

WINWARD M.

PACKER

No. 375080

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CONSULTANTS

CODE REVIEW STAMP

PROJECT NAME & ADDRESS

MARK DATE REVISION

PROJECT MANAGER:

DRAWN BY:

CHECKED BY:

DATE:

WHW PROJECT NUMBER:

06/24/2026DD

CL

06/24/2026

26060

CL

SPECIAL

INSPECTIONS AND

TESTING FORM

G002

OGDEN REGIONAL

CENTER SEWER

EJECTION PUMP

REPLACEMENT

DFCM#27079310

2532 Washington Blvd, Ogden, UT 84401

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

M

M

P

T

S

PS

F

MECHANICAL LEGEND

SYMBOL ABR, DESCRIPTION

GENERAL TERMINOLOGY

A

ME101

SECTION LETTER DESIGNATION

SECTION DRAWN ON THIS SHEET

A2

AH

DETAIL NUMBER DESIGNATION

CORRESPONDING WITH GRID

LOCATION

MECHANICAL EQUIPMENT DESIGNATION

EQUIPMENT ITEM DESIGNATION

REGISTER, GRILLE OR DIFFUSER

DESIGNATION WITH BALANCING CFM

LISTED BELOW

D-1

CFM

GRILLE OR LOUVER DESIGNATION

WHERE BALANCING NOT REQUIREDR-1

REVISION DESIGNATOR AND NUMBER

KEY NOTE DESIGNATOR AND NUMBER

POINT OF CONNECTION

POINT OF REMOVAL

ABOVE FINISHED FLOOR

ACCESS PANEL

CENTERLINE ELEVATION

GENERAL CONTRACTOR

AFF

AP

POC

POR

C EL.

GC

MECHANICAL CONTRACTORMC

CONTROLS CONTRACTORATC

ELECTRICAL CONTRACTOREC

FIRE PROTECTION CONTRACTORFPC

NOT IN CONTRACTNIC

NOT TO SCALENTS

VITRIFIED CLAY PIPEVCP

NORMALLY CLOSEDNC

COMMONC

NORMALLY OPENNO

SYMBOL ABR, DESCRIPTION

WET SIDE

PUMP

REGULATOR

UNION

MANUAL ACTUATOR

PNUEMATIC DIAPHRAM ACTUATOR

ELECTRIC MOTOR ACTUATOR

SOLENOID ACTUATOR

BUTTERFLY VALVE

GATE VALVE

GLOBE VALVE - STRAIGHT PATTERN

GLOBE VALVE - ANGLE PATTERN

MOTORIZED 2-WAY CONTROL VALVE

MOTORIZED 3-WAY CONTROL VALVE

CHECK VALVE

CIRCUIT BALANCING VALVE

BALL VALVE

PRESSURE RELIEF VALVE

THERMAL RELIEF VALVE

SAFETY RELIEF VALVE

PLUG VALVE

NEEDLE VALVE

TRIPLE DUTY VALVE

AUTOMATIC AIR VENT

MANUAL AIR VENT

STRAINER

STRAINER W/ PLUG BLOW OFF

VENTURI

PRESSURE GAUGE W/ COCK - WATER

PRESSURE GAUGE W/ COCK - STEAM

THERMOMETER & THERMOWELL

WATER TEMP SENSOR & THERMOWELL

FLOW SWITCH

PRESSURE SWITCH

THERMOWELL

PRESSURE & TEMP TAP

DIRECTION OF FLOW

BACKFLOW PREVENTING VALVE

SYMBOL ABR, DESCRIPTION

WET SIDE

PITCH DOWN

ELBOW UP/DN

TEE UP/DN

EXISTING PIPING TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

PIPE CAP OR PLUG

REDUCER - CONCENTRIC / ECCENTRIC

EXPANSION JOINT

FLEXIBLE CONNECTION

ANCHOR POINT

CONDENSATE DRAIN

NATURAL GAS PIPING

CHEMICAL FEED LINE

MAKE-UP WATER LINE

CULINARY COLD WATER

CULINARY HOT WATER

CULINARY HOT WATER RECIRC

CD

G

CF

MU

CW

HW

HWREC

GLYCOL FILL LINEGF

R

M

S

PRESSURE REDUCING VALVEPRV

S

VENT LINEV

SANITARY SEWERSS

GENERAL NOTES

G-1 - 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.

G-2 - 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.

G-3 - CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS.

G-4 - 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.

G-5 - THE INSTRUCTION TO "PROVIDE" ALSO INCLUDES INSTALLATION.

G-6 - MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE AND FIRE

DAMPERS AS REQUIRED BY LOCAL CODES AND AUTHORITIES.

G-7 - SHEET METAL DUCT SIZES SHOWN ON DRAWINGS ARE FREE AREA

DIMENSIONS.

G-8 - PROVIDE AND INSTALL BALANCING DAMPERS IN ALL SUPPLY AND EXHAUST

AIR BRANCH DUCTS. BALANCE TO CFM SHOWN ON PLAN.

G-9 - SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF

DIFFUSERS AND GRILLES.

G-10 - PROVIDE TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCT.

G-11 - 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.

G-12 - THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR VOLTAGES WITH

THE ELECTRICAL DRAWING BEFORE ORDERING MOTORIZED EQUIPMENT AND

CONTROLS.

G-13 - C.F.M. LISTED IS ACTUAL AIR.

G-14 - 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.

G-15 - 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.

G-16 - ALL MECHANICAL SHALL BE INSTALLED AND CONFORM TO THE 2021

EDITION OF THE IMC AND IPC WITH UTAH ANNOTATIONS AND LOCAL AUTHORITY

REQUIREMENTS.

G-17 - 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.

G-18 - ALL PIPING, MATERIALS, ETC. SHALL BE NEW AND DOMESTIC MADE UNLESS

SPECIFICALLY AUTHORIZED IN WRITING PRIOR TO BID.

G-19 - THIS CONTRACTOR SHALL CONTRACT WITH A DESIGN BUILD ELECTRICAL

CONTRACTOR FOR THE DESIGN AND CONSTRUCTION OF THE ELECTRICAL

PORTION OF THIS PROJECT. ELECTRICAL INSTALLATION AND DESIGN SHALL BE

PER 2023 NEC.

S E

F O

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H

ATUFOETA

T S

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GNELANOIS

WINWARD M.

PACKER

No. 375080

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CONSULTANTS

CODE REVIEW STAMP

PROJECT NAME & ADDRESS

MARK DATE REVISION

PROJECT MANAGER:

DRAWN BY:

CHECKED BY:

DATE:

WHW PROJECT NUMBER:

06/24/2026DD

CL

06/24/2026

26060

CL

MECHANICAL

LEGEND AND

GENERAL NOTES

MG001

OGDEN REGIONAL

CENTER SEWER

EJECTION PUMP

REPLACEMENT

DFCM#27079310

2532 Washington Blvd, Ogden, UT 84401

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

BASEMENT

86' -

6"BASEMENT

86' - 6"

1 1

4"ø (E) 4"ø (E)

4 4

6 6

7 7

SP

SP

SP

SP

3"ø (E)

4"ø (E)

3"ø (E) 3"ø (E)

4"ø (E)

3"ø (E)

4"ø (E)

5 TYP.

SP

SP

SP

SP

6TYP. 4

3"ø (E)

3"ø

3"ø

3"ø

3"ø (E)

3"ø (E)

S E

F O

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ATUFOETA

T S

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NI

GNELANOIS

WINWARD M.

PACKER

No. 375080

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CONSULTANTS

CODE REVIEW STAMP

PROJECT NAME & ADDRESS

MARK DATE REVISION

PROJECT MANAGER:

DRAWN BY:

CHECKED BY:

DATE:

WHW PROJECT NUMBER:

06/24/2026DD

CL

06/24/2026

26060

CL

BASEMENT LEVEL -

MECHANICAL FLOOR

PLANS

ME101

OGDEN REGIONAL

CENTER SEWER

EJECTION PUMP

REPLACEMENT

DFCM#27079310

2532 Washington Blvd, Ogden, UT 84401

1/2" = 1'-0"

BASEMENT LEVEL - MECHANICAL

DEMOLITION PLAN

1/2" = 1'-0"

BASEMENT LEVEL - MECHANICAL

FLOORPLAN

KEY PLAN - BASEMENT

BASEMENT LEVEL ISOMETRIC VIEW -

DEMOLITION

BASEMENT LEVEL ISOMETRIC VIEW -

FLOORPLAN

0'

SCALE : 1/2" = 1'-0"

2'1' 6'4' 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'

GENERAL NOTES:

1. CONTRACTOR SHALL CONFIRM 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

FABRICATION OR ORDERING NEW 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. ALL DEMOLISHED EQUIPMENT AND MATERIAL SHALL BE

BROKEN DOWN TO FIT THROUGH EXISTING DOOR, OPENINGS, AND

HATCHES. CONFIRM EXACT SCOPE OF DEMOLITION AND REMOVAL

PATH. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE

TO BUILDING DURING REMOVAL OF EQUIPMENT AND MATERIAL.

4. CONTRACTOR SHALL COORDINATE WITH DFCM PROVIDED HAZMAT

REPORT PRIOR TO THE DEMOLITION OF ANY EQUIPMENT, DUCTWORK,

DUCT INSULATION, PIPING, PIPE INSULATION, ETC.

5. PROVIDE NEW COLOR COORDINATED PIPING LABELS WITH FLOW

DIRECTION ON ALL NEW PIPING. COORDINATE WITH OWNER FOR

PREFERRED COLOR FOR EACH PIPING TYPE PRIOR TO ORDERING.

6. PROVIDE A FULL TEST AND BALANCE REPORT OF ALL

IMPACTED SYSTEMS BY A LICENSED AND APPROVED TEST

AND BALANCE CONTRACTOR.

7. CONTRACTOR SHALL MAKE PROVISIONS WITH A DESIGN BUILD

ELECTRICIAN TO CONFIRM ELECTRICAL CONDITIONS. DESIGN BUILD

CONTRACTOR SHALL PROVIDE ANY NEW WIRING, CIRCUIT BREAKERS,

PANELS, SWITCH GEAR, AND ALL NECESSARY ELECTRICAL

ACCOMMODATIONS FOR ANY NEW OR RE-LOCATED MECHANICAL

EQUIPMENT. CONTRACTOR SHALL COORDINATE THE DEMOLITION AND

REMOVAL OF ANY ELECTRICAL ELEMENTS ASSOCIATED WITH EXISTING

MECHANICAL EQUIPMENT BEING REMOVED. ALL ABANDONED PIPING

AND WIRING SHALL BE REMOVED BACK TO PANEL UNLESS OTHERWISE

APPROVED. ELECTRICIAN SHALL FIELD VERIFY AND CONFIRM

ELECTRICAL SCOPE AND EXISTING CONDITIONS PRIOR TO ANY

DEMOLITION WORK AND ORDERING ANY NEW MECHANICAL

EQUIPMENT.

SHEET NOTES

1 REMOVE EXISTING EJECTION SEWER PUMP IN THIS APPROXIMATE

LOCATION. REMOVE EXISTING METAL PLATE SUMP COVER.

REMOVE ALL CONTROLS AND ELECTRICAL RELATED ITEMS.

2 REMOVE EXISTING SANITARY SEWER PIPE BACK TO THIS

APPROXIMATE LOCATION. FIELD VERIFY EXACT ROUTING AND

POINTS OF REMOVAL. SEE ISOMETRIC VIEW FOR DETAIL.

3 DOMESTIC WATER, HEATING WATER, FIRE SYSTEM, AND VENT PIPE

ARE NOT IN SCOPE. CONTRACTOR SHALL CONFIRM ALL EXISTING

CONDITIONS PRIOR TO PERFORMING ANY WORK.

4 PROVIDE NEW EJECTION SEWER PUMP IN THIS APPROXIMATE

LOCATION. PROVIDE NEW METAL PLATE SUMP COVER. PROVIDE

ALL NEW CONTROLS AND TIE INTO EXISTING BMS FOR STATUS AND

MONITORING. PROVIDE ALL NEW ELECTRICAL ACCOMODATIONS

FOR A FULLY FUNCTIONING SYSTEM. COORDINATE WITH DESIGN

BUILD ELECTRICIAN. CONTRACTOR SHALL CONFIRM ALL EXISTING

CONDITIONS PRIOR TO PERFORMING ANY WORK. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS. SEE DETAILS.

5 REMOVE AND REPLACE EXISTING STARTER AND DISCONNECT IN

THIS APPROXIMATE LOCATION.

6 PROVIDE NEW COMBINATION PUMP STARTER/FUSED-DISCONNECT

IN THIS APPROXIMATE LOCATION. PROVIDE WITH HAND/OFF/AUTO

AND RUN-INDICATOR LIGHT. COORDINATE WITH DESIGN BUILD

ELECTRICIAN TO PROVIDE ALL ELECTRICAL ACCOMODATIONS

NEEDED.

7 TIE INTO EXISTING SANITARY SEWER PIPE IN THIS APPROXIMATE

LOCATION. FIELD VERIFY EXACT ROUTING AND POINTS OF

CONNECTION. SEE ISOMETRIC VIEW FOR DETAIL.

8 REMOVE EXISTING VENT PIPE BACK TO THIS APPROXIMATE

LOCATION. FIELD VERIFY EXACT ROUTING AND POINTS OF

REMOVAL. SEE ISOMETRIC VIEW FOR DETAIL.

9 TIE INTO EXISTING VENT PIPE IN THIS APPROXIMATE LOCATION.

FIELD VERIFY EXACT ROUTING AND POINTS OF CONNECTION. SEE

ISOMETRIC VIEW FOR DETAIL.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

PIPE HANGER DETAIL

2SEWAGE PUMP DETAIL

CLEVIS HANGER

SINGLE HORIZONTAL RUN

WITHOUT INSULATION

CLEVIS HANGER

NOTE:

PROVIDE WITH VAPOR BARRIER

ON CHILLED WATER AND

DOMESTIC COLD WATER PIPING

HANGER

BOLT UNISTRUT TO EXISTING

WALL AND CONCRETE USING

EXPANSION ANCHOR BOLTS

MOUNT PIPING TO UNISTRUT

CALCIUM SILICATE

BLOCK

PROVIDE PIPE CLAMPS

WITH BOLTS AND NUTS

16 GA. ZINC COATED SHEET STEEL

SHIELD AT LEAST 12" LONG (TYP)

CALCIUM SILICATE

BLOCK

INSULATION WITH OR WITHOUT

VAPOR BARRIER

ATTACH TO ROOM

OVERHEAD STRUCTURE

SPRING TYPE ISOLATOR

FOR INSTALLATION NEAR

HOT WATER PUMPS

ATTACH TO EXISTING

CEILING

HANGER ROD

HEAVY DUTY

CLEVIS HANGER

PIPE

HANGER ROD

HEAVY DUTY

CLEVIS HANGER

SUPPORT NUT

LOCKING NUT

INSULATION

LOCKING NUT

SUPPORT NUT

PIPE

16 GAGE ZINC COATED

SHEET STEEL SHIELD

AT LEAST 12" LONG.

CALCIUM SILICATE BLOCK

SCALE: NONE

SCALE: NONE

SEE PUMP SCHEDULE

FOR CAPACITIES

VENT PIPE

ISOLATION VALVE

FLANGE

CHECK VALVE

FLOOR

NEW METAL PLATE

SUMP COVER

EXISTING CAST

IRON RECEIVING

PIT

EXISTING CONCRETE

PIT FOR PUMP

FLOAT

EXISTING

SEWER

INLET

1. SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS.

2. ALL PUMPS SHALL BE SIZED IN THE MOST EFFICIENT PART OF THE CURVE.

3. PROVIDE NEW COMBINATION STARTER DISCONNECT WITH RUN INDICATOR LIGHTS AND HAND/OFF/AUTO FUNCTION.

4. TIE INTO EXISTING BUILDING AUTOMATION SYSTEM.

S E

F O

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H

ATUFOETA

T S

R E

E

NI

GNELANOIS

WINWARD M.

PACKER

No. 375080

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CONSULTANTS

CODE REVIEW STAMP

PROJECT NAME & ADDRESS

MARK DATE REVISION

PROJECT MANAGER:

DRAWN BY:

CHECKED BY:

DATE:

WHW PROJECT NUMBER:

06/24/2026DD

CL

06/24/2026

26060

CL

MECHANICAL

DETAILS AND

SCHEDULES

ME501

OGDEN REGIONAL

CENTER SEWER

EJECTION PUMP

REPLACEMENT

DFCM#27079310

2532 Washington Blvd, Ogden, UT 84401

SEWAGE PUMP SCHEDULE

TAG

PUMP TYPE MIN GPM HEAD

MAX SOLID

SIZE

DISCHARGE

SIZE

ELECTRICAL MANUF &

MODEL

SCHEDULE

NOTESTYPE # VOLTAGE PHASE FREQUENCY HP SPEED

SP 1 VERTICAL

WASTEWATER

90 GPM 25 ftH2O 2.5" 4" 460 V 3 60 Hz 1.5 hp 1,150 WEIL 2224 1,2,3,4

SP 2 VERTICAL

WASTEWATER

90 GPM 25 ftH2O 2.5" 4" 460 V 3 60 Hz 1.5 hp 1,150 WEIL 2224 1,2,3,4

SP 3 VERTICAL

WASTEWATER

90 GPM 25 ftH2O 2.5" 4" 460 V 3 60 Hz 1.5 hp 1,150 WEIL 2224 1,2,3,4

SP 4 VERTICAL

WASTEWATER

90 GPM 25 ftH2O 2.5" 4" 460 V 3 60 Hz 1.5 hp 1,150 WEIL 2224 1,2,3,4

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

Sheets
G001 - COVER SHEET
G002 - SPECIAL INSPECTIONS AND TESTING FORM
ME101 - BASEMENT LEVEL - MECHANICAL FLOOR PLANS
ME501 - MECHANICAL DETAILS AND SCHEDULES
MG001 - MECHANICAL LEGEND AND GENERAL NOTES

File details come from the government source that posted it. Updated .