2-Well 5 Upgrades - Bid Set 2026-10-28.pdf

PDF 13 MB Posted Nov 4, 2026

Attached to: EMC Well 5 Upgrade 2026
Solicitation number: EMC-FY27-09
Issued by: Utah County, Utah

About this file

Written by GovTribe AI · Nov 4, 2026

This is a bid set of construction drawings and specifications for the Eagle Mountain City Well #5 Upgrades project located in Eagle Mountain, Utah. The project involves modifications to the existing wellhouse building, installation of a new HVAC system, construction of a prefabricated Electrical House (E-House) containing medium-voltage electrical equipment, a variable frequency drive (VFD), standby generator connection, and SCADA instrumentation and controls for an existing municipal groundwater production well. The scope of work requires the contractor to provide all labor, supervision, materials, equipment, tools, transportation, permits, temporary facilities, testing, startup, commissioning, and incidentals necessary to deliver a complete and operational electrical building. A mandatory pre-bid meeting is scheduled for November 16, 2026 at 3:00 pm at 2565 N Pony Express Parkway, Eagle Mountain, Utah 84005. Bids are due on or around October 28, 2026 (the bid set date), with results to be posted after evaluation and communicated to vendors via email with a spreadsheet of all submitted bids.

Bidding requirements include submission of a 5% bid bond with bidding documents, insurance verification at bid time with a Certificate of Insurance at contract signing, a 100% Performance Bond at contract signing, and a 100% Payment Bond at contract signing. The city has pre-purchased long lead items, with the contractor responsible for supplying all other equipment, wiring, and appurtenances. The bid documents contain comprehensive construction drawings and specifications prepared by Jones & DeMille Engineering, Inc., covering civil, structural, mechanical, and electrical work including site plans, grading plans, foundation and roof framing plans, chlorination system details, and electrical layouts. No pricing information, set-asides, or contract term details are specified in the technical drawings provided.

View the file

Other files

File	Type	Posted
1-Well 5 Upgrade Technical Specifications.pdf	PDF	Nov 4, 2026
4-Construction Agreement-Updated 03.2026.pdf	PDF	Nov 4, 2026
5-RFP EMC Well 5 Upgrade 2026.pdf	PDF	Nov 4, 2026
3-Well 5 Upgrade Bid Schedule 2026-09-30.pdf	PDF	Nov 4, 2026

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EAGLE MOUNTAIN CITY

WELL #5 UPGRADES

EAGLE MOUNTAIN, UT

3\ dw g\

-0 s he et s

2306-033

VICINITY MAP

SHEET NO.PROJECT NO.

EAGLE MOUNTAIN

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

PROJECT LOCATION

INDEX TO SHEETS

SHEET NO. SHEET TITLE

C-001 TITLE

C-002 LEGEND

C-003 GENERAL NOTES

C-101 SITE PLAN

C-102 GRADING PLAN

C-103 ACCESS CORRIDOR PLAN

C-501 TO C-503 DETAILS

S-001 TO S-002 STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-501 CHLORINATION SYSTEM DETAILS

S-502 STRUCTURAL DETAILS

S-701 TO S-702 TYPICAL STRUCTURAL DETAILS

M0.1 MECHANICAL NOTES & LEGENDS

MD1.1 MECHANICAL DEMO PLAN

M1.1 MECHANICAL PLAN

M5.1 MECHANICAL DETAILS

M6.1 MECHANICAL SCHEDULES

M7.1 TO M7.3 MECHANICAL SPECIFICATIONS

E001 ELECTRICAL - GENERAL NOTES & SYMBOLS

E201 WELL 5 ELECTRICAL LAYOUT PLAN

E202 SITE PLAN LAYOUT

E501 ONELINE DIAGRAM

E601 VFD SCHEMATIC

E801 CONDUIT SCHEDULE

E802 CONDUIT DEVELOPMENT

E901 TO E903 DETAILS

SUBMITTAL: BID SET

C-001

SAN JUAN

KANEWASHINGTON

IRON GARFIELD

WAYNEPIUTEBEAVER

MILLARD

SEVIER

EMERY GRAND

SANPETE

CARBON

JUAB

UTAH

WASATCH

DUCHESNE

UINTAH

DAGGETTSUMMIT

SALT LAKE

TOOELE

DAVIS

MORGAN

WEBER

RICH

CACHE

BOX ELDER

IDAHO

WYOMING

C O

ARIZONA

PONY EXPRESS PKWY

HIDDEN VALLEY PKWY

LONE TREE PKWY

SANDPIPE RD

10/28/26

LEGEND

EDGE OF ASPHALT

EDGE OF CONCRETE

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

FINISHED GROUND

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

CULINARY WATER VALVE

SANITARY SEWER MANHOLE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

EXISTING RIGHT OF WAY LINE

SANITARY SEWER MANHOLE

CULINARY WATER VALVE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

MAILBOX

ABBREVIATIONS

POWER POLE

COMMUNICATION MANHOLE

RIGHT-OF-WAY

SEWER MANHOLE

LEFT

RIGHT

EPP

CMH

R/W

SMH

L / LT

R / RT

TEMPORARY T.C.E.

PUBLIC UTILITY EASEMENTP.U.E.

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

C-002

L #5

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WATER MANHOLE

LIGHT POLE

BID SET

GAS METER

SMH

EPP

G.W.

CABLE TV PEDESTAL

SMH

SCO

EPP

SCO SANITARY SEWER CLEAN OUT

WMH

1 2 3 4 5 6 7 8

6 7 8

G N

E:PROJECT NUMBER

SHEET NO.

REVISIONS

SUBMITTAL

NO. DATE DESCRIPTION

GENERAL NOTES

N O

N E

GENERAL NOTES

1. REQUEST ACCEPTANCE FROM ENGINEER PRIOR TO MAKING MODIFICATIONS TO DRAWINGS,

SPECIFICATIONS, OR CONSTRUCTION SCHEDULE.

2. PERFORM CONSTRUCTION IN ACCORDANCE WITH EAGLE MOUNTAIN CONSTRUCTION AND DESIGN STANDARDS AND LATEST VERSION (2026) OF APWA UTAH CHAPTER MANUAL OF STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, INCLUDING AMENDMENTS, DDW RULES, INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE (IPC), INTERNATIONAL FIRE CODE (IFC), INTERNATIONAL

RESIDENTIAL CODE (IRC), AND/OR OWNER STANDARDS AND SPECIFICATIONS.

3. IN CASE OF CONFLICT BETWEEN CODES, REFERENCE STANDARDS, STATE RULES, DRAWINGS AND

SPECIFICATIONS, ADHERE TO MOST STRINGENT REQUIREMENTS.

4. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND ARE BASED ON UTILITY MAPS AND

FIELD SURVEY OF SURFACE EVIDENCE.

5. LOCATE AND PROTECT EXISTING UTILITIES AND ANY OBSTRUCTIONS DURING COURSE OF CONSTRUCTION.

NOTIFY BLUE STAKES (811) AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES ON SITE.

POTHOLE UTILITY CROSSINGS AHEAD OF EXCAVATION TO VERIFY DEPTHS. RESTORE UTILITIES DAMAGED DURING CONSTRUCTION TO CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION PRIOR TO

CONSTRUCTION.

6. NOTIFY ENGINEER OR PROJECT REPRESENTATIVE OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND

NEW CONSTRUCTION.

7. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN

APPLICABLE TYPICAL DETAILS AND GENERAL NOTES.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY.

9. MEET UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY AND U.S. EPA REQUIREMENTS, RULES, AND

REGULATIONS.

10. OBTAIN REQUIRED APPROVALS AND PERMITS AND PAY REQUIRED FEES PRIOR TO BEGINNING

CONSTRUCTION.

11. CONDUCT CONSTRUCTION OPERATIONS WITH NECESSARY SIGNS, BARRICADES, AND FLASHERS PLACED TO COMPLY WITH OSHA, UTAH STATE INDUSTRIAL COMMISSION, LOCAL SAFETY STANDARDS, AND THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES.

12. SECURE RIGHT OF INGRESS AND EGRESS IF WORK OR PERSONNEL NEED TO VENTURE ONTO PRIVATE

PROPERTY NOT INCLUDED IN OWNER ACQUIRED RIGHTS-OF-WAY AND EASEMENTS.

13. ACQUIRE A COUNTY PERMIT PRIOR TO STARTING CONSTRUCTION FOR WORK LOCATED WITHIN 30 FEET OF

A GOVERNMENT SURVEY MONUMENT OR PUBLIC LAND SURVEY GOVERNMENT CORNER.

SURVEY NOTES

1. SUBJECT SITE WAS FIELD SURVEYED BY JONES AND DEMILLE ENGINEERING.

2. UNLESS OTHERWISE NOTED, ANY BOUNDARY LINES SHOWN ARE TO BE CONDISIDERED DEED RECORD LINES. JDE HAS NOT PERFORMED AN OFFICIAL BOUNDARY SURVEY AND NO RECORD OF SURVEY WILL BE

FILED.

3. ANY COORDINATES AND ELEVATIONS, IF SHOWN, ARE LOCAL COORDINATES UNLESS OTHERWISE

INDICATED.

4. DISTANCES REFLECT GROUND MEASUREMENTS.

5. NOTIFY ENGINEER IF CONTROL POINTS VARY MORE THAN 0.07-FEET.

CONSTRUCTION NOTES

1. NOTIFY OWNER AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION.

2. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION ACTIVITIES

THROUGH OWNER OR OWNER'S REPRESENTATIVE.

3. PROVIDE CONSTRUCTION SCHEDULE TO ENGINEER AND OWNER.

4. FIELD VERIFY EXISTING CONDITIONS. QUANTITIES, LENGTHS, VOLUMES, AND AREAS INDICATED ARE APPROXIMATE AND ARE PROVIDED TO ASSIST CONTRACTOR. VERIFY QUANTITIES AND DETERMINE

MEASUREMENTS AS NECESSARY.

5. VERIFY DIMENSIONS BEFORE STARTING WORK AND IMMEDIATELY NOTIFY ENGINEER OF ANY

DISCREPANCIES.

6. OBTAIN APPROVAL FROM OWNER PRIOR TO CONSTRUCTION FOR USE OF STAGING AREAS (IF ANY) NOT SHOWN ON DRAWINGS. COORDINATE WITH OWNER TO IDENTIFY POTENTIAL USABLE STAGING AREAS.

RESTORE STAGING AREA TO PRECONSTRUCTION CONDITION.

7. PROTECT EXISTING IMPROVEMENTS DURING CONSTRUCTION AND REPLACE OR RESTORE IMPROVEMENTS DAMAGED AS RESULT OF CONSTRUCTION ACTIVITY. RESTORE IMPROVEMENTS TO AS-GOOD-AS OR BETTER-THAN CONDITION THAT EXISTED PRIOR TO CONSTRUCTION. REPAIR IRRIGATION/SPRINKLERS

WITHIN 24 HOURS FOLLOWING PLACEMENT OF IMPROVEMENTS.

8. DISPOSE WASTE OFF SITE AT LANDFILL OR OTHER LEGAL DISPOSAL FACILITY.

9. REMOVE SURPLUS EXCAVATION FROM SITE. USE TOPSOIL OR OTHER NATIVE MATERIAL IN LANDSCAPE OR NATIVE GRADING. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIALS. PLACE TOPSOIL

IN LANDSCAPED AREAS IN 4 INCHES THICK MINIMUM AND GRADE TO DRAIN.

10. PERFORM CONSTRUCTION QUALITY CONTROL TESTING, INCLUDING SOILS, BACKFILL CONCRETE, UTILITIES, ETC.

11. PERFORM MATERIALS TESTING AND SUBMIT COPIES OF TEST RESULTS TO ENGINEER AND/OR OWNER AS REQUIRED PER SPECIFICATIONS. COORDINATE TESTING WITH INSPECTORS AND/OR ENGINEER. PERFORM

DENSITY TESTING ON TRENCH BACKFILL, GRANULAR BORROW, AND UNTREATED BASE COURSE

PLACEMENT FOR ROADWAY AND PRIOR TO ANY CONCRETE PLACEMENT WHERE NECESSARY. SEE

SPECIFICATIONS FOR TESTING FREQUENCY.

12. PROVIDE SITE DUST CONTROL AND SUPPRESSION FOR DURATION OF PROJECT, INCLUDING WEEKENDS.

13. PROVIDE AND MAINTAIN ANY AND ALL TEMPORARY UTILITIES DURING CONSTRUCTION.

EROSION CONTROL NOTES

1. ADHERE TO UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) REGULATIONS DURING

CONSTRUCTION WORK.

2. PREVENT AND CONTROL EROSION DUE TO WIND AND WATER DURING CONSTRUCTION. FOLLOW

PROCEDURES AND BEST MANAGEMENT PRACTICES AND INSTALL EROSION CONTROL MEASURES.

3. PROVIDE ADDITIONAL EROSION CONTROL MEASURES WHEN UNFORESEEN PROBLEMS OCCUR. ADJUST EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) AS NEEDED DUE TO GRADE CHANGES DURING CONSTRUCTION. BE AWARE THAT OWNER MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON

INSPECTION OF PROPOSED FACILITIES.

4. KEEP STREETS CLEAN AND FREE FROM SOIL AND DEBRIS DURING CONSTRUCTION.

5. SEED AREAS DISTURBED DURING CONSTRUCTION WITH APPROPRIATE NATIVE SEED MIX OR PLACE

LANDSCAPING TO MATCH EXISTING.

6. DISPOSE OF WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) IN A MANNER THAT PREVENTS

CONTACT WITH STORM WATER DISCHARGES FROM SITE.

7. STABILIZE CONSTRUCTION AREAS AT END OF EACH WORKING DAY. INCLUDE BACKFILLING OF TRENCHES

FOR UTILITY CONSTRUCTION AND PLACEMENT OF PAVING FOR ROAD CONSTRUCTION.

8. APPLY WATER FOR FUGITIVE DUST CONTROL BY MEANS OF TRUCKS, HOSES AND/OR SPRINKLERS AT

SUFFICIENT FREQUENCY AND QUANTITY ACCORDINGLY:

a. PRIOR TO, CONCURRENTLY AND AFTER EARTHMOVING ACTIVITIES

b. TO DEPTH OF PROPOSED CUTS OR EQUIPMENT PENETRATIONS

c. PRIOR TO EXPECTED WIND EVENTS

d. TO DEVELOP A SURFACE CRUST FOR ALL INACTIVE SITES

9. MINIMIZE FUGITIVE DUST WITH APPROPRIATE VEHICLE HANDLING AND LOADING OPERATIONS.

10. INSTALL FENCE BARRIER AND/OR “NO TRESPASSING” SIGNS TO PREVENT ACCESS AND DISTURBANCE OF

INACTIVE AREAS.

UTILITY NOTES

1. COORDINATE UTILITY CONNECTIONS AND SERVICES BEFORE STARTING CONSTRUCTION. STAGE

CONSTRUCTION TO AVOID DELAYS IN SERVICES AND PERMITTING.

2. PROVIDE UTILITY PIPING AND APPURTENANCES ACCORDING TO PROJECT SPECIFICATIONS AND IN LINE

WITH APPROPRIATE JURISDICTIONAL SPECIFICATIONS AND DETAILS.

3. SUBMIT TO THE ENGINEER FOR REVIEW AND ACCEPTANCE FOR BEDDING, BACKFILL, PIPE, METERS, BOXES, VALVES, FIRE HYDRANTS, BLOWOFFS, VAULTS, MANHOLES, INLET BOXES, ETC. ENSURE SUBMITTALS CONTAIN ENOUGH INFORMATION TO SHOW THAT PROPOSED PRODUCTS AND MATERIALS CONFORM TO

OWNER'S STANDARDS AND SPECIFICATIONS.

4. VERIFY RIM AND INVERT ELEVATIONS BEFORE FABRICATING MANHOLES, VAULTS, AND INLET BOXES.

5. PROVIDE TESTING RESULTS AS REQUIRED PER OWNER SPECIFICATION SUCH AS PRESSURE TESTING, DEFLECTION TESTING, AIR TESTING AND VIDEO INSPECTIONS.

6. CLEAN UTILITY LINES TO REMOVE DIRT AND DEBRIS BEFORE BEING PUT INTO SERVICE. PROTECT DOWN-GRADE LINES FROM WASH-WATER DURING THE CLEANING PROCESS TO AVOID CONTAMINATION AND

COMPROMISING OUTFALL CLEANLINESS.

7. ENSURE ALL UTILITY PIPES, APPURTENANCES, AND STRUCTURES ARE OF NEW MATERIAL. REUSED

MATERIAL MAY BE PERMITTED AS INDICATED ON PLANS.

CULINARY WATER NOTES

1. PROVIDE JOINT RESTRAINTS ON FITTINGS AND VALVES WITH MECHANICAL JOINTS.

2. PROVIDE THRUST BLOCKS AND/OR LENGTH OF RESTRAINED JOINTS FOR WATER LINE FITTINGS IN

ACCORDANCE WITH OWNER'S STANDARDS AND SPECIFICATIONS.

3. FLUSH, DISINFECT AND TEST CULINARY WATER LINES TO MEET MINIMUM REQUIREMENTS OUTLINED IN APWA STANDARDS, DIVISION OF DRINKING WATER RULES AND/OR OWNER'S STANDARD SPECIFICATIONS.

ADHERE TO MOST STRINGENT REQUIREMENTS.

STORM WATER NOTES

1. USE NON-SHRINK GROUT WHEREVER GROUT IS REQUIRED FOR STORM DRAIN FACILITIES.

2. CUT PIPES OFF FLUSH WITH INSIDE WALL OF BOX OR MANHOLE AND APPLY GROUT AT CONNECTION OF PIPE TO PROVIDE SMOOTH FINISH. REMOVE JAGGED OR SHARP EDGES AT PIPE CONNECTIONS AND APPLY

GROUT TO PROVIDE SMOOTH FINISH.

3. APPLY GROUT BETWEEN GRADE RINGS. FOR EACH INLET BOX THAT IS LOCATED NEXT TO CURB, REMOVE PROTRUDING, JAGGED OR SHARP CONCRETE EDGES AND APPLY GROUT BETWEEN BOTTOM OF INLET LID FRAME AND TOP OF CONCRETE BOX. FINISH GROUT TO CREATE SMOOTH, BEVELED TRANSITION AT EDGES IN CLEANOUT AND INLET BOXES. APPLY GROUT AROUND ALL EDGES OF RESTRICTIVE ORIFICE PLATE.

4. REMOVE SNAP TIES, NAILS, REBAR AND OTHER PROTRUSIONS FROM BOX OR PIPE INSIDE SURFACE, AND

FROM FORM WORK, PLASTIC AND CARDBOARD.

5. REMOVE SILT AND DEBRIS FROM INLET BOXES, COMBO BOXES, JUNCTION BOXES, AND PIPE. MAINTAIN

BOXES AND PIPES IN CLEAN CONDITION UNTIL FINAL ACCEPTANCE BY OWNER.

6. CLEAN MANHOLE LIDS AND INLET GRATES TO REMOVE ASPHALT, CONCRETE, TAR OR OTHER ADHESIVES TO

ALLOW ACCESS.

7. PLACE INLET, COMBINATION AND JUNCTION BOXES ON 12-INCH MINIMUM COMPACTED STABILIZATION

MATERIAL.

8. REMOVE SILT AND DEBRIS FROM INLET BOXES, COMBO BOXES, JUNCTION BOXES, AND PIPE. MAINTAIN

BOXES AND PIPES IN CLEAN CONDITION UNTIL FINAL ACCEPTANCE BY OWNER.

C-003

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BID SET

1 2 3 4 5 6 7 8

6 7 8

G N

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SHEET NO.

REVISIONS

SUBMITTAL

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what's below.

Call before you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

0 10 20

EX. PROPANE TANK

EX. HVAC UNIT

EX. BUILDING

NEW 2,000 kW, 4160v STANDBY GENERATOR

EX. 1,675kW, 480v STANDBY

GENERATOR, SEE NOTE 1

EX. ELECTRICAL

CABINET

EX. UNDERGROUND POWER

EX. 16" WATERLINE

EX.

UNDERGROUND

FIBER OPTICS

EX 16" WATERLINE

EX. 8" SEWER

EX. UNDERGROUND

FIBER OPTICS

EX. UNDERGROUND

POWER

EX. 8" WATERLINE

HIDDEN VALLEY PARKWAY

DEMO AND

REMOVE EX

TREES

6' WROUGHT IRON FENCE,

MATCH EXISTING, SEE

DETAIL A1, SHEET C-502

RAISED GENERATOR PAD,

SEE DETAIL D5, SHEET C-501

CONCRETE PAVEMENT, SEE

DETAIL D5. SHEET C-501

REMOVE EX FENCE

PANELS BETWEEN

EX. ELECTRICAL

GEAR AND EAST

CORNER, L=36'

3/4" GRAVEL

DRIVE, 2"

THICK

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REVISIONS

SUBMITTAL

NO. DATE DESCRIPTION

EX. 20" WATERLINE

NIP

EX. TRANSFORMER

EX. SECTIONALIZER

EX. FIBER OPTIC BOX

8' DOUBLE

SWING GATES,

MATCH EXISTING

EX. PUMP TO WASTE DISCHARGE

60.00'

6" CURB, SEE DETAIL D5, SHEET 503

EX BOLLARDS

APPROX. EXTENTS OF

GRAVEL DRIVE, A = 1908 SF

8.00'

RAISED E-HOUSE (CONCRETE) PAD,

SEE DETAIL D5, SHEET C-501

ELECTRICAL GEAR,

SEE SHEET E202

35.00'

22.00'

EXISTING

GENERATOR PAD

E-HOUSE PAD

3.00' 25.60'

EXISTING

WELLHOUSE

FUTURE CURB

MODIFY EX. WELLHOUSE, SEE

STRUCTURAL, MECHANICAL, &

ELECTRICAL DRAWINGS

NOTES:

1. CONTRACTOR SHALL COMPLETELY

DISCONNECT AND PREPARE GENERATOR

FOR TRANSPORT BY OTHERS. COORDINATE

WITH OWNER FOR REMOVAL OF FUEL.

322.39'

28.10'

PLACE AND COMPACT

NATIVE FILL TO GRADE

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UTAH

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what's below.

Call before you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

0 10 20

HIDDEN VALLEY PARKWAY

5007.04

5007.16

5007.06

5006.9

RIM: 5000.04

FL: 5001.09

FL: 5000.72

FL: 5000.18

FL: 4999.73

EOA: 5010.11

EOA: 5010.39

EOA: 5011.25

TBC: 5007.21

TBC (EX): 5007.70

TBC (EX):

5007.60

EX BUILDING

FFE: 5007.00

RAISED PAD (EX): 5007.40

TBC (EX): 5008.20

MATCH EXISTING

TOC: 5007.70

TBC (EX): 5007.55

TBC EX.: 5007.21

RAISED PAD: 5007.85

RAISED PAD: 5008.90

TOC: 5009.20

TBC: 5009.60

TOC: 5009.70

TBC: 5010.10

TOC/FG: 5009.23

TOC/FG: 5009.43

FL: 5006.71 RIP RAP

DRAINAGE

CHANNEL

FG: 5007.20

TOC: 5006.71

TBC: 5009.90

TBC:5009.73

FG: 5009.90

TOC: 5008.70

TOC: 5008.35

TOC: 5007.78

TOC: 5007.32

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UTAH

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what's below.

Call before you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

0 5 10

SAW CUT & REMOVE EX. SURFACE,

REPLACE W/ CONCRETE PAVEMENT

A = 250 SQ FT

SEE DETAIL D5, SHEET C-501

EXISTING RAISED

GENERATOR PAD

SEE DETAIL D1

SHEET S-502 FOR

CONTINUATION

3/4" SDR-9 PE4710 HDPE PIPE,

BENDS NOT TO EXCEED MFG

MIN. BEND RADIUS, L = 48'

3/4" DOUBLE STRAP

TAPPING SADDLE

W/ CORP STOP

SAWCUT EX. CURB FLUSH

WITH PAVEMENT, BEVEL

ENDS AT 45° WIDTH = 6'

5' WIDE CONCRETE

PAVEMENT RAMP, S = 2%

ELECTRICAL CONDUITS,

SEE SHEET E202

4.00'

4.39'

5" DEPTH CONCRETE PAVING

6" DEPTH UNTREATED BASE

COURSE COMPACTED TO

95% ASTM D-1557

CONCRETE PAVING

#4 BAR AT 16" O.C. EACH WAY

14" DEPTH CONCRETE PAD

8" DEPTH UNTREATED BASE

COURSE COMPACTED TO

95% ASTM D-1557

GENERATOR CONCRETE PAD

NOTES:

1. BASE COURSE TO HAVE A MINIMUM CBR VALUE OF 80

#5 BAR AT 12" O.C. EACH WAY,

TOP AND BOTTOM OF SLAB

TOP OF CONCRETE PAVING

6" M

EXPANSION JOINT

CONTROL JOINT

SAW CUT OR SCORE.

NOTES:

1. USE FOR CURB, WATERWAY, AND SIDEWALK.

2. FOR FLATWORK, PLACE AT SPACING EQUAL TO SLAB WIDTH, BUT NOT GREATER THAN 12'

3. FOR CURB AND WATERWAY PLACE AT 10' INTERVALS.

NOTES:

1. USE FOR CURB, WATERWAY, AND SIDEWALK.

2. FOR FLATWORK, PLACE AT 50' INTERVALS.

3. FOR CURB, PLACE AT 50' INTERVALS, EXCEPT WHEN USING SLIP

FORM MACHINE, PLACE AT BEGINNING AND END OF EACH CONTINUOUS RUN.

PRE-FORMED

JOINT FILLER.

1/2"

1/4" T/3

SCALE

D5 CONCRETE PAD AND PAVING

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A1 CONTROL JOINTS

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" M

N G

G H

T 6.

3 15

16" TYP.

8' O.C. NOM.

POST 2 12"

PICKET 34"

3" (LATCH CLEARANCE) 2" (HINGE CLEARANCE) TYP.

1 2"

" M

N G

G H

T 6.

3 15

16" TYP.

OVER ALL OUT TO OUT

POST 2 12"PICKET 34"

WELD ON BOX HINGE

GATE UPRIGHT 1 34"

3" (Latch Clearance) 2" (Hinge Clearance)

POST 2 12"PICKET 34"

WELD ON BOX HINGE

GATE UPRIGHT 1 34"

NOTES

1 - FENCE AND GATE TYPE AND

MANUFACTURER TO BE COORDINATED

WITH OWNER.

2 - FENCE AND GATE TO BE INSTALLED PER

MANUFACTURER'S SPECIFICATIONS.

PHOTO OF SIMILAR FENCE

FENCE DETAIL DOUBLE GATE

SINGLE GATE

CONCRETE CURB

AS INDICATED ON

SITE PLAN (TYP.)

SCALE

A1 FENCE AND GATE DETAIL

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1" = 3'

NON-TRAVELED AREAS TRAVELED AREAS

STREET OR

GROUND SURFACE

4' -0

" M

. F O

R W

PIPE

O.D. 1'

90% DENSITY REQ'D FOR

BACKFILL COMPACTION

SLOPE VARIES TO MEET O.S.H.A.

REQUIREMENTS AND SOIL CONDITIONS

96% COMPACTED BEDDING MATERIAL IN 6" LIFTS

MAXIMUM ALLOWABLE WATER LEVEL

DURING CONSTRUCTION

VARIES

PIPE

O.D.1'

95% DENSITY

REQ'D FOR

BACKFILL

COMPACTED

IN 6" LIFTS 4"

10"

4" MIN. UNTREATED BASE COURSE.

COMPACTED TO 96%, AASHTO T-180

FINISHED GRADE

16"

VARIES

(6" MAX.)

4" 6"

10"

4" MIN. UNTREATED

BASE COURSE.

COMPACTED TO

96%, AASHTO T-180

FINISHED

GRADE

16"

VARIES

(6" MAX.)

FENCE POST

FOOTING AS PER MFG

RECOMMENDATIONS

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1" = 10'

AT FENCE POSTS BETWEEN FENCE POSTS

NOTES:

1. CENTER CONTROL JOINTS

BETWEEN FENCE POSTS

LEGEND

STEEL COLUMN

JOIST OR TRUSS

BEAM OR GIRDER

CONCRETE COLUMN

CONCRETE FOOTING

PURLIN

SHEATHING

NON-BEARING STRUCTURAL WALL

RECESSED FOUNDATION WALL

BEAM IN WALL

BEARING WALL

CF-1

100" - 0"

MARK

TOP OF FOOTING

ELEVATION

FOOTING TAG, SEE FOOTING SCHEDULE

10.

11.

REFER TO TYPICAL NOTES, DETAILS & SCHEDULES

SEE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT SHOWN.

DIMENSIONS FOR SHEARWALLS ARE TO EDGE OF SHEARWALL, NOT

LOCATION OF HOLDOWN.

INSTALL ALL HANGERS, CLIPS, ANCHORS, AND OTHER HARDWARE

PER MANUFACTURER'S RECOMMENDATIONS.

SHOP-FABRICATED WOOD TRUSSES SHALL BE DESIGNED FOR THE

UNIFORM LOADS SPECIFIED IN THE SHOP-FABRICATED WOOD

TRUSSES NOTES AND ANY CONCENTRATED GRAVITY AND LATERAL

LOADS INDICATED ON THE STRUCTURAL FRAMING PLANS. NOTATION

AND SYMBOLS FOR LOADS SHOWN ARE PER ASCE 7-10 SECTION 2.2.

ALL TRUSSES SHALL BE DESIGNED TO TRANSFER AN OUT-OF-PLANE

SERVICE SEISMIC OR WIND LOAD OF 0.7 KIPS (Fp) FROM THE HEEL

TO THE DIAPHRAGM AT BEARING LOCATIONS.

FORM UP & FILL ALL BEAM & JOIST POCKETS W/ NON-SHRINK GROUT

PRIOR TO PLACING FINISHES, UNO.

PROVIDE BRIDGING AS REQ'D TO PREVENT CHORD BUCKLING.

PROVIDE TRUSS BLOCKING AT ALL BEARING WALLS WHERE TRUSS

HEEL HEIGHT PROHIBITS USE OF 2X BLOCKING.

TRUSS BLOCKING SHALL BE ABLE TO RESIST A LATERAL LOAD (WIND

OR SEISMIC) OF 250 PLF.

PROVIDE ATTIC VENTILATION AT TRUSS HEEL TO WALL

CONNECTIONS BY OMITTING BLOCKING EVERY FOURTH TRUSS BAY.

MAINTAIN A MINIMUM OF 3 CONSECUTIVE BAYS W/ BLOCKING.

FRAMING NOTES

REFER TO TYPICAL NOTES, DETAILS, & SCHEDULES.

SEE CIVIL PLANS FOR EXTERIOR CONCRETE WORK AND SITE

GRADING.

PLACE STRUCTURAL FILL BENEATH FOOTINGS & BUILDING

SLABS PER TYPICAL DETAIL "STRUCTURAL FILL PLACEMENT"

AND PER EARTHWORK NOTES.

SLOPE CONCRETE FLOOR TO DRAIN.

PROVIDE TEMPORARY SHORING UNTIL MAIN FLOOR FRAMING

IS COMPLETE FOR ANY WALL OVER 6' TALL THAT RETAINS

SOIL TO RESIST INDUCED LATERAL LOADS.

FOUNDATION NOTES

DESIGN CRITERIA

BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE

CLASSIFICATION: RISK CATEGORY IV

LIVE LOADING

ROOF: 20 PSF (REDUCIBLE)

DEAD LOADING

ROOF: 20 PSF (INCLUDES 5 PSF FOR SELF WEIGHT OF TRUSSES)

SNOW LOADING (BASED ON 2018 UTAH GROUND SNOW LOAD MAP)

ELEVATION: 6900 FT (APPROX.)

GROUND SNOW LOAD: Pg = 43 PSF EXPOSURE FACTOR: Ce = 0.9 SNOW IMPORTANCE FACTOR: Is = 1.1 THERMAL FACTOR: Ct = 1.2 CALCULATED SNOW LOAD: Pf = 32.5 PSF

MIN. SNOW LOAD DESIGNATED BY BUILDING OFFICIAL: 30 PSF

DESIGN SNOW LOAD: Pf = 32.5 PSF SLOPE FACTOR: Cs = 1.0

WIND LOADING

WIND EXPOSURE: C

WIND SPEED: 120 MPH

WIND IMPORTANCE FACTOR: lw = 1.0

SEISMIC LOADING

LOCATION: 37.715° LAT., -113.593° LON.

SEISMIC IMPORTANCE FACTOR: Ie = 1.25 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.461g S1 = 0.142g

SITE CLASS: D

SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.457g SD1 = 0.221g

SEISMIC DESIGN CATEGORY: D

SEISMIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR

WALLS, SPECIAL STEEL MOMENT FRAMES, LIGHT FRAMED WALLS SHEATHED

WITH WOOD STRUCTURAL PANELS RATED FOR SHEER RESISTANCE.

OUT-OF-PLANE FORCE: Fp = 0.355 Wp SEISMIC RESPONSE COEFFICIENT: Cs=0.088

RESPONSE MODIFICATION FACTOR: R=5

OVERSTRENGTH FACTOR: Ω = 3

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE METHOD

SOILS

SOIL BEARING PRESSURE: 1500 PSF

PROJECT GEOTECHNICAL INVESTIGATION: NONE

GENERAL NOTES

NOTES AND TYPICAL DETAILS SHALL APPLY UNLESS OTHERWISE SHOWN OR

NOTED ON PLANS.

DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME

NATURE AS SHOWN FOR SIMILAR CONDITION.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND

REGULATIONS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY

LINES ETC. ON THE JOB.

CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER WHERE

CONFLICT OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS.

CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION

OF THE STRUCTURE THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED

WITH AFFECTED PARTIES.

IF CONTRACTOR'S WORK IS NOT CONSTRUCTED ACCORDING TO APPROVED

CONSTRUCTION DOCUMENTS (INCLUDING STAMPED WRITTEN

COMMUNICATIONS), CONTRACTOR SHALL EITHER:

REMOVE THE NON-CONFORMING WORK AND RECONSTRUCT THE

WORK ACCORDING TO DRAWINGS, AT CONTRACTOR'S OWN EXPENSE.

PAY FOR AND PROVIDE AN EVALUATION AND LETTER FROM THE

ENGINEER STATING THAT THE NON-CONFORMING WORK MEETS

APPLICABLE BUILDING CODES.

PAY FOR AND PROVIDE AN EVALUATION AND LETTER FROM THE

ENGINEER STATING THAT THE NON-CONFORMING WORK DOES NOT

MEET APPLICABLE BUILDING CODES AND DETAILING THE UPGRADES

THAT ARE REQUIRED TO BRING THE NON-COMPLIANT WORK INTO

COMPLIANCE.

VERBAL COMMUNICATIONS SHALL NOT BE CONSIDERED PART OF THE

APPROVED CONSTRUCTION DOCUMENTS.

SAFETY

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL STATE OF

UTAH SAFETY STANDARDS AND OSHA REQUIREMENTS AS THEY APPLY TO

THE PROJECT.

ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR CONTRACTOR'S

FAILURE TO COMPLY WITH THESE REQUIREMENTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF

ALL FORMS AND SHORING REQUIRED.

SHOP-FABRICATED WOOD

TRUSSES

10.

11.

DESIGN AND FABRICATE TRUSSES IN ACCORDANCE WITH 2021 IBC.

NOTATION AND SYMBOLS FOR LOADS SHOWN ARE PER ASCE 7-16 SECTION 2.2.

PROVIDE STAMPED CALCULATIONS AND ERECTION DRAWINGS FOR ALL TRUSS-

TO-TRUSS CONNECTIONS, BEARING ENHANCERS, ETC.

DESIGN AND FABRICATE ALL REQUIRED TRUSS BRACING.

ROOF TRUSS LOADING

TOP CHORD:

DEAD LOAD: 10.0 PSF (INCLUDES TRUSS SELF-WEIGHT).

LIVE ROOF LOAD: 20 PSF.

WIND LOAD: USE COMPONENT AND CLADDING WIND LOADING PER

ASCE 7-16.

SNOW LOADING: USE SNOW LOADING PER ASCE 7-16. REFER TO

ROOF FRAMING PLANS FOR DRIFT LOADS AS APPLICABLE.

DRAG LOADS: REFER TO ROOF FRAMING PLANS.

BOTTOM CHORD

DEAD LOAD: 10.0 PSF.

LIVE LOAD: 10.0 PSF (BOTTOM CHORD LIVE LOAD IS NOT

CONCURRENT WITH ROOF LIVE LOAD).

DESIGN ALL TRUSSES TO TRANSFER AN OUT-OF-PLANE SERVICE SEISMIC

OR WIND LOAD OF 0.5 KIPS (Fp) FROM HEEL TO DIAPHRAGM AT BEARING

LOCATIONS.

MAXIMUM DEFLECTION

ROOF TRUSSES: TL/180 OR LL/240.

MINIMUM MEMBER SIZES:

TOP CHORDS: 2X6

WEBS AND BOTTOM CHORD: 2X4

ALLOWABLE STRESS INCREASE FOR LOAD DURATION: 15% MAXIMUM.

DO NOT USE REPETITIVE MEMBER INCREASE FOR GIRDER TRUSSES.

CONSIDER EFFECTIVE ECCENTRIC LOADING IN ALL JOINTS.

FABRICATOR: AN APPROVED FABRICATOR AS CURRENTLY LISTED BY THE ICBO.

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CONCRETE

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

CONSTRUCT CONCRETE ACCORDING TO ACI 318 (LATEST VERSION).

DETAIL, FABRICATE, AND INSTALL REINFORCING STEEL ACCORDING TO

"MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE

CONSTRUCTION" BY CONCRETE REINFORCING STEEL INSTITUTE (CRSI).

GENERAL

DO NOT PLACE PIPES OR DUCTS IN CONCRETE SLABS OR WALLS

UNLESS SPECIFICALLY DETAILED.

REFER TO STRUCTURAL, CIVIL, ELECTRICAL, AND MECHANICAL

DRAWINGS FOR ALL MOLDS, GROOVES, ORNAMENTS, CLIPS AND

GROUNDS TO BE CAST IN CONCRETE.

DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO FACE OF

MAIN BARS AND DENOTE CLEAR COVERAGE.

SUBMIT CONCRETE PLACEMENT PLAN TO ENGINEER 48 HOURS PRIOR TO

EACH CONCRETE PLACEMENT.

CONCRETE MIX DESIGN: PREPARED BY INDEPENDENT LABORATORY AND

APPROVED BY ENGINEER OF RECORD.

CONCRETE

STRUCTURAL CONCRETE

MINIMUM COMPRESSIVE STRENGTH: 4,000 PSI.

CEMENT: ASTM C-150, TYPE II.

MAXIMUM WATER-CEMENT RATIO: 0.45.

CONCRETE EXPOSED TO EXTERIOR CONDITIONS: AIR ENTRAINED TO 5%-7%

AIR CONTENT.

CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES

CONFORMING TO ASTM C-33 (3/4" MAX).

REINFORCING STEEL: ASTM A615 GRADE 60 UNO.

WELDING OF REINFORCING STEEL: CONFORM TO AWS D1.4 USING PROPER

LOW HYDROGEN ELECTRODES. DO NOT TACK WELD TO REBAR. SEE REBAR

WELDING NOTE.

CONCRETE CLEAR COVERAGE, UNO:

CONCRETE PLACED AGAINST FORMS (INCLUDING CONCRETE TO BE

BACKFILLED): 2"

CONCRETE PLACED AGAINST GROUND: 3"

SLABS (ON GROUND): CENTER BAR IN SLAB.

PROVIDE CLASS B LAP SPLICE UNO. SEE TABLE "ACI TENSION LAP SPLICE

LENGTHS".

LAP SPLICE WELDED WIRE FABRIC TWO SQUARES MIN. EACH DIRECTION.

CONSTRUCT CONSTRUCTION JOINTS ROUGH, OR ROUGHEN JOINTS BY

CHIPPING ENTIRE SURFACE, SANDBLASTING, OR HOSING SURFACE 4 TO 6

HOURS AFTER PLACEMENT WITH FINE SPRAY. REMOVE ALL LAITANCE FROM

SURFACE.

REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING ANY CONCRETE.

SECURELY POSITION REINFORCING DOWELS, BOLTS, ANCHORS, SLEEVES,

ETC. TO BE EMBEDDED IN CONCRETE BEFORE PLACING CONCRETE (WET

SETTING IS PROHIBITED).

OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING

CONCRETE.

MAXIMUM FREE FALL OF CONCRETE: 5'-0".

DO NOT USE WOOD SPREADERS. DO NOT USE WOOD STAKES IN AREAS TO

BE CONCRETED.

DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS CONTINUOUS

REINFORCING (1" DIA. MAX).

FOLLOW ACI HOT OR COLD WEATHER PLACEMENT RECOMMENDATIONS FOR

CONCRETE PLACEMENT AND CURING.

EXERCISE SPECIFIC CARE DURING PLACEMENT AND CURING OF CONCRETE

SLABS AND EXPOSED CONCRETE FINISHES.

SPLICE LENGTH (IN.) FOR F'c = 4000 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

CONCRETE REINFORCEMENT

LAP SPLICES

TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE

BASED ON ACI 318-19, SECTIONS 25.4.2 AND 25.5.2 RESPECTIVELY.

TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE

REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE

REQUIREMENTS.

LAP SPLICE LENGTHS SHOWN ARE FOR CLASS B AND CASE 1.

TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT THAT HAS MORE

THAN TWELVE INCHES OF FRESH CONCRETE CAST BELOW IT. THIS

INCLUDES HORIZONTAL REINFORCEMENT IN WALLS. ALL VERTICAL BARS

ARE CONSIDERED AS "OTHER".

FOR LIGHTWEIGHT CONCRETE AGGREGATE CONCRETE, MULTIPLY

TABULATED VALUES BY 1.3.

REINFORCEMENT IS ASSUMED TO BE UNCOATED OR GALVANIZED.

FOR BARS WITH COVER OF LESS THAN 1 BAR DIAMETER OR WITH CLEAR

SPACING OF LESS THAN 2 BAR DIAMETERS, MULTIPLY TABULATED VALUES

BY 2.0.

EARTHWORK

10.

11.

12.

13.

ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES,

FILLS, AND BACK FILLS, ETC.

SHORE AND BRACE AS REQUIRED.

DE-WATER AS REQUIRED TO REMOVE STANDING WATER FROM

EXCAVATIONS.

FOUNDATIONS ARE SHOWN AND DIMENSIONED AS BEING FORMED. INCREASE

FOOTING WIDTHS BY 2" FOR FOOTINGS PLACED IN NEAT EXCAVATIONS.

CLEAN ALL DEBRIS FROM EXCAVATIONS.

NOTIFY ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE.

PROVIDE 30" MINIMUM FOOTING EMBEDMENT FROM FINISH GRADE FOR

FROST PROTECTION AT EXTERIOR FOOTINGS.

SCARIFY SOILS IN BOTTOM OF EXCAVATIONS 6", MOISTURE CONDITION TO

WITHIN 2% OF OPTIMUM MOISTURE, AND COMPACT TO 95% OF MAXIMUM DRY

DENSITY AS DETERMINED BY ASTM D1557 PRIOR TO PLACEMENT OF

STRUCTURAL FILL.

PROVIDE 12" OF STRUCTURAL FILL BENEATH ALL FOOTINGS.

EXTEND STRUCTURAL FILL LATERALLY A DISTANCE EQUAL TO 1/2 THE

STRUCTURAL FILL DEPTH BEYOND EDGE OF FOOTING ON EACH SIDE.

IMPORTED STRUCTURAL FILL USED FOR SUPPORT OF FOUNDATIONS AND

FLOOR SLABS:

WELL-GRADED

NON-EXPANSIVE

FREE OF ORGANICS AND ALL DELETERIOUS MATERIALS

PERCENT PASSING NO. 200 SIEVE: 30% MAX

LIQUID LIMIT: 30 OR LESS

PLASTICITY INDEX: 10 OR LESS

COMPACT STRUCTURAL FILL BENEATH FOOTINGS TO 95% OF MAXIMUM DRY

DENSITY DETERMINED BY ASTM D1557.

PLACE STRUCTURAL FILL IN MAXIMUM EIGHT-INCH THICK LOOSE LIFTS TO

ACHIEVE ADEQUATE COMPACTION.MASONRY

10.

11.

12.

13.

14.

15.

16.

17.

ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION FOR

MASONRY STRUCTURES ACI 530-13/ASCE 6-13/TMS 402-13.

CONCRETE BLOCK UNITS SHALL BE LIGHT WEIGHT GRADE N (85-105 PCF).

TYPE 1 WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI ON AVERAGE NET

AREA. (F'M=2000 PSI).

MORTAR SHALL BE TYPE S CONFORMING TO APPLICABLE STANDARDS PER

SPECIFICATION FOR MASONRY STRUCTURES.

GROUT SHALL HAVE COMPRESSIVE STRENGTH OF 2000 PSI AND CONFORM

TO APPLICABLE STANDARDS

REINFORCING STEEL SHALL COMPLY WITH THE "CONCRETE NOTES" UNO.

LAP ALL BARS AS INDICATED IN THE MASONRY REINFORCING BAR LAP SPLICE

SCHEDULE.

BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE

OF ALL LAITANCE AND ALL LOOSE MATERIAL, ROUGHEN AS DIRECTED IN

"CONCRETE NOTES".

CONCRETE BLOCK MASONRY SHALL BE BUILT TO PRESERVE THE

UNOBSTRUCTED CONTINUITY OF THE VERTICAL CELLS. WALLS AND CROSS

WEBS FORMING SUCH CELLS SHALL BE FULLY BEDDED IN MORTAR. ALL

HEAD OR END JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A

DISTANCE IN FROM THE FACE OF THE WALL OR UNITS NOT LESS THAN THE

THICKNESS OF THE LONGITUDINAL FACE SHELLS.

VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO

MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL

MEASURING NOT LESS THAN 3"x3".

CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS

TO BE POURED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR

POUR OF GROUT IS IN EXCESS OF 4'-0" IN HEIGHT. ANY OVERHANGING

MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM

INSIDE OF SUCH CELLS. THE CLEANOUTS SHALL BE SEALED AFTER

INSPECTION AND BEFORE GROUTING.

VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM

AND INTERVALS NOT EXCEEDING 192 BAR DIAMETERS.

WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL

CONSTRUCTION JOINTS SHALL BE FORMED STOPPING THE POUR 1-1/2

INCHES BELOW THE TOP OF THE UPPER MOST UNIT.

PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS, WHEN 2 BARS ARE

USED, STAGGER LAPS 6'-0" MIN.

PROVIDE CONTINUOUS BOND BEAM WITH #5 BAR AT TOP COURSE OF ALL

MASONRY WALLS UNLESS NOTED OTHERWISE.

PROVIDE DOWEL TO FOUNDATION OF EQUAL DIAMETER AND LAP SPLICE PER

NOTE #6 AT EACH VERTICAL BAR IN WALLS. DOWELS SHALL BE STRAIGHT

AND PLUMB.

THE CONTRACTOR SHALL MEET THE REQUIREMENTS FOR A "LEVEL 2

QUALITY ASSURANCE" AS SPECIFIED IN TABLE 1704.5.3 OF 2015 IBC.

ALL MASONRY WALLS, BEAMS, COLUMNS, AND LINTELS SHALL BE FULLY

GROUTED UNLESS NOTED OTHERWISE.

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REINFORCEMENT SIZES #3 #4 #5 #6 #7 #8 #9 #10 #11

SPLICE LENGTH, IN. 12 15 23 43 58 88 111 137 165

MASONRY REINFORCEMENT

LAP SPLICES

LAP SPLICE LENGTHS ARE BASED ON TMS 402-16 SECTION 6.1.6.1.1.

TABULATED VALUES ARE BASED ON MINIMUM MASONRY COVER OF 3

INCHES.

FOR EPOXY-COATED BARS, MULTIPLY TABULATED VALUES BY 1.5.

NOTES:

VERIFY ALL DIMENSIONS IN FIELD.

EXISTING RAISED PUMP PEDESTAL

EXISTING THICKENED FLOOR

SLAB, THICKNESS UNKNOWN

SAW CUT & REMOVE EX CONCRETE,

REPLACE W/ 6" REINFORCED SLAB

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DEMOLISHED

NEW CONSTRUCTION

PHASES

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A1 FOUNDATION PLAN

NEW SHOP-FABRICATED

HEADER TRUSSES

8' - 0"

NOTES:

VERIFY ALL DIMENSIONS IN FIELD.

REMOVE ALL PLYWOOD SHEATHING ATTACHED TO THE AFFECTED

AREA PRIOR TO ADJUSTING FRAMING.

SHIFT EXISTING TRUSS TO NEW

LOCATION INDICATED

SHIFT EXISTING TRUSS TO NEW

LOCATION INDICATED

NEW SHOP-FABRICATED

HIP TRUSSES

ALIGN HEADER TRUSSES

AND CONNECT USING (2)

SIMPSON CS22 STRAPS

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HIP TRUSSES

2X BLOCKING X 4' MIN ON EITHER SIDE OF

HEADER TRUSS W/ CONT SIMPSON CS22

STRAP 4' BEYOND OPENING ON EACH SIDE

ABOVE AND BELOW OPENING (TYP)

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A1 ROOF FRAMING PLAN

S-501

(3) 1000 LB DIGITAL SCALES

W/ DIGITAL DISPLAY

(3) 150 LB GAS CHLORINE

BOTTLES

3 UNIT MANIFOLD

VACUUM REGULATOR W/

SWITCH OVER MODULE ON

EACH CHLORINE BOTTLE

SPARE BOTTLES

SECURED W/ CHAIN6" DIA EXHAUST FAN

ANALYZER DRAIN LINE,

SLOPE TO DISCHARGE &

FASTEN TO FLOOR/WALL

CHLORINE

ANALYZER

SUPPLY LINE

CONNECT TO EXISTING

SUPPLY & RETURN LINES

CIRCULATION PUMP

BRASS BALL VALVE

CHLORINE GAS DETECTOR

3/4" 193 G EJECTOR

LEVEL 1

100' - 0"

WALL PANEL

REMOTE METER

CHLORINE GAS DETECTOR

VACUUM LINE

6" DIA EXHAUST FAN

VENT LINES TO OUTSIDE

6" M

COVER VENT LINE W/ #14

SCREEN, SECURE W/

BAND CLAMP

HOODED WALL VENT W/

SPRING LOADED DAMPER

ENDRESS + HAUSER LIQUILINE TRANSMITTER &

FLOWFIT MODULE TO MEASURE CHLORINE RESIDUAL,

CONDUCTIVITY, TEMPERATURE, AND PH

1/2" SCHD. 40 PVC PIPE

1/2" THREADED

NEEDLE VALVE

FASTEN PIPING TO WALL,

6" MAX SPACING

ROUTE DISCHARGE TO

FLOOR DRAINS

3/4" x 1/2" REDUCER

3/4" PRV SET TO 40 PSI,

CLA-VAL CRD-L OR EQUAL

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SCALE 1/2" = 1'-0"

A1 CHLORINE ROOM PLAN

SCALE 1/2" = 1'-0"

A5 CHLORINE ROOM SECTION

SCALE NTS

D5 INSTRUMENTATION CONTROLS SUPPORT

EXISTING CONCRETE FOOTING

EXTERIOR CONCRETE

PAVEMENT

EXISTING CONCRETE WALL

EXISTING MASONRY WALL

ELECTRICAL CONDUITS,

SEE SHEET E202

3/4" SDR-9 4710

HDPE PIPE

5' - 0" WIDTH SAW CUT & REMOVE

CONCRETE, DOWEL IN #5

BARS @ 12 OC

BACKFILL EXCAVATION

WITH ROADBASE,

COMPACT TO 95% MDD

CORE DRILL EXTERIOR

FOUNDATION WALL (PIPE O.D.+1")

NOTE:

ROOF SLOPE IN DETAIL IS NOT

INDICATIVE OF ACTUAL SLOPE.

FASCIA AND SOFFIT

TO MATCH EXISTING REPLACE AFFECTED

PORTIONS OF EXISTING

GYPSUM BOARD CEILING

SIMPSON A-35 @ EACH

NEW TRUSS & BLOCKING

ROOF GUTTER TO

MATCH EXISTING

EXISTING MASONRY WALL

NEW SHOP-FABRICATED WOOD TRUSS

NEW ROOF SHEATHING TO MATCH EXISTING

C H

G H

DIAPHRAGM BOUNDARY NAILING

CONT BLOCKING, MATCH EXISTING

ATTIC VENTILATION

ROOF FINISH TO MATCH EXISTING

12" FIBERGLASS BATTING

INSULATION

EXISTING PRESSURE

TREATED SILL PLATES

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SCALE NTS

D1 MASONRY WALL ON CONCRETE FOUNDATION WALL

SCALE NTS

D5 NEW WOOD TRUSS ON EXISTING STRUCTURAL WALL

FTG

ALTERNATE HOOK DIRECTION

NOTE: SEE EARTHWORK NOTES FOR

SOIL PREPARATION REQUIREMENTS.

CONC FDN WALL

CONC SLAB ON GRADECONTROL JOINT

#3 DOWEL @ 16" OC

2'-0" x 2'-0"

EXTERIOR SLAB OR GRADE

<- SLOPE

CONC FND WALL HORIZ REINF

FTG LONG REINF

FTG PERP REINF

CONC FDN WALL VERT REINF

T H

FTG WIDTH

DOWEL TO MATCH SLAB OR WALL

REINF. DRILL & EPOXY WITH

SIMPSON SET-XP, EMBED 6"

CONC WALL, REINF NOT SHOWN

DOWEL TO MATCH SLAB OR WALL

REINF. DRILL & EPOXY WITH

SIMPSON SET-XP, EMBED 6"

CONC WALL, REINF NOT SHOWN

CONC SLAB (SECTION VIEW) OR

CONCRETE WALL (PLAN VIEW),

W/2 MATS OF STEEL

CONC SLAB (SECTION VIEW) OR

CONCRETE WALL (PLAN VIEW),

W/1 MAT OF STEEL

DEVELOPMENT LENGTH

CORNER BARS

BEND NORMAL WALL REINF OR PROVIDE BAR

OF SAME SIZE & SPACING WITH LAP PER

GENERAL STRUCTURAL NOTES

SEE "REINFORCING STEEL BEND"

�STANDARD HOOK LENGTH,

SEE "REINFORCING STEEL BEND"

STANDARD HOOK LENGTH, 180°

90°

BAR

SIZE

180° HOOKS

A OR G

D J

90° HOOKS

A OR G

#3 5" 3" 6"2-1/4" #4 6" 4" 8"3" #5 7" 5" 10"3-3/4" #6 8" 6" 1'-0"4-1/2" #7 10" 7" 1'-2"5-1/4" #8 11" 8" 1'-4"6 #9 1'-3" 11-3/4" 1'-7"9-1/2"

#10 1'-5" 1' 1-1/4" 1'-10"10-3/4" #11 1'-7" 1' 2-3/4" 2'-0"12" #14 2'-3" 1' 9-3/4" 2'-7"18-1/4" #18 3'-0" 2' 4-1/2" 3'-5"24"

END HOOKS

D = FINISHED INSIDE BEND DIA.

db = NOMINAL BAR DIAMETER Min. D = 6db FOR #3 THROUGH #8 = 8db FOR #9, #10, AND # 11 = 10db FOR #14, AND #18

"d b"

"D"

DETAILING DIMENSION HOOK A OR G

4db OR 2-1/2" MIN.

"D"

"d b"

A O

R G db

DETAILING DIMENSION

1 2 3 4 5 6 7 8

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SCALE NTS

D1 CONCRETE SLAB OVER FOUNDATION WALL @ DOOR OPENINGS

SCALE NTS

D5 REINFORCEMENT AT CONSTRUCTION JOINTS (Epoxy Dowel Option)

SCALE NTS

A1 REINFORCEMENT AT TYPICAL WALL CORNERS & INTERSECTION

SCALE NTS

A5 REINFORCING STEEL BEND

4'x8' PANELS

ROOF/FLOOR

FRAMING

BOUNDARY

NAILING (BN)

EDGE NAILING (EN)

BOUNDARY NAILING (BN)

FIELD NAILING (FN)

NOTE:

SEE STRUCTURAL FRAMING PLANS FOR SHEATHING TYPE AND THICKNESS, BOUNDARY NAILING, EDGE NAILING, AND FIELD

NAILING.

BOUNDARIES EXIST ALONG ALL SHEAR WALLS AND ALONG ALL DRAG ELEMENTS.

SHEATHING ORIENTATION: LONG DIRECTION (STRONG AXIS) PERPENDICULAR TO FRAMING & SHORT DIRECTION (WEAK AXIS)

PARALLEL TO FRAMING.

2x4 FLAT BLKG @

PANEL EDGES

DIAPHRAGM

BOUNDARY

DIAPHRAGM BOUNDARY

ROOF FINISH, SEE ROOF PLANS

METAL DRIP EDGE

METAL GUTTER

METAL FASCIA WRAP

METAL SOFFIT

MOISTURE BARRIER

ROOF SHEATHING, SEE STRUCTURAL

FASCIA BOARD, SEE SECTIONS

FRAMING, SEE ROOF FRAMING PLANS

ROOF FINISH, SEE ROOF PLANS

METAL DRIP EDGE

METAL FASCIA WRAP

METAL SOFFIT

MOISTURE BARRIER

ROOF SHEATHING, SEE STRUCTURAL

FASCIA BOARD, SEE SECTIONS

FRAMING, SEE ROOF FRAMING PLANS

1 2 3 4 5 6 7 8

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SUBMITTAL

FOR BIDDING

ONLY

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S-702

SCALE NTS

D1 ROOF DRIP EDGE FLASHING

SCALE NTS

D5 ROOF DRIP EDGE FLASHING WITHOUT GUTTER

SCALE NTS

A5 DIAPHRAGM NAILING - BLOCKED

PROJECT MECHANICAL NOTES:

DUCTWORK SEISMIC SUPPORT NOTES:

COMMISSIONING NOTES:

SUBMITTALS:

DESIGN CONTACTS

MECHANICAL SYMBOLS

SITE CONDITIONS

MECHANICAL SHEET INDEX

APPLICABLE CODES

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DATE PLOTTED:

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CHECKED BY:DRAWN BY:

PROJECT #:

REVISIONS:

THESE DOCUMENTS ARE INSTRUMENTS

OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS

INCOMPLETE UNLESS IN CONJUNCTION

WITH ROYAL ENGINEERING'S

INTERPRETATIONS, DECISIONS,

OBSERVATIONS AND ADMINISTRATIONS.

USE OR REPRODUCTION OF THESE

DOCUMENTS IN WHOLE OR IN PART

WITHOUT ROYAL ENGINEERING'S

CONSENT IS IN VIOLATION OF COMMON

LAW. COPYRIGHTS, STATUTORY AND

OTHER RESERVED RIGHTS. REFER TO

ACT 17 U.S.C. PAR. 511 (1991). WHICH

PREEMPTS STATE AND LOCAL PUBLIC

RECORD ACTS. REFER TO ACT 17 U.S.C.

PAR. 301 (1991).

E A G

L E M

O U

N T A

W E L L

, U

. E

N E:

THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH

ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND

ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN

PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.

COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.

511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT

17 U.S.C. PAR. 301 (1991).

MECHANICAL

PROVO, UTAH 84606

FAX: 801.375.2676

ELECTRICAL

1837 S. EAST BAY BLVD.

PHONE: 801.375.2228

J25021.00

S T

F UET O

A T

AEPR FO ISS NO

ENGI

MECHANICAL

NOTES & LEGENDS

MECHANICAL KEYED NOTES:

MECHANICAL DEMO PLAN

343332313029282726252422212019181716151413121110987654321

1/5/2026

DRAWING TITLE:

DATE PLOTTED:

mlm

J25021.00

CHECKED BY:DRAWN BY:

PROJECT #:

REVISIONS:

THESE DOCUMENTS ARE INSTRUMENTS

OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS

INCOMPLETE UNLESS IN CONJUNCTION

WITH ROYAL ENGINEERING'S

INTERPRETATIONS, DECISIONS,

OBSERVATIONS AND ADMINISTRATIONS.

USE OR REPRODUCTION OF THESE

DOCUMENTS IN WHOLE OR IN PART

WITHOUT ROYAL ENGINEERING'S

CONSENT IS IN VIOLATION OF COMMON

LAW. COPYRIGHTS, STATUTORY AND

OTHER RESERVED RIGHTS. REFER TO

ACT 17 U.S.C. PAR. 511 (1991). WHICH

PREEMPTS STATE AND LOCAL PUBLIC

RECORD ACTS. REFER TO ACT 17 U.S.C.

PAR. 301 (1991).

E A G

L E M

O U

N T A

W E L L

, U

. E

N E:

THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH

ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND

ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN

PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.

COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.

511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT

17 U.S.C. PAR. 301 (1991).

MECHANICAL

PROVO, UTAH 84606

FAX: 801.375.2676

ELECTRICAL

1837 S. EAST BAY BLVD.

PHONE: 801.375.2228

J25021.00

S T

F UET O

A T

AEPR FO ISS NO

ENGI

DEMO PLAN

MECHANICAL KEYED NOTES:

MECHANICAL PLAN

343332313029282726252422212019181716151413121110987654321

1/5/2026

DRAWING TITLE:

DATE PLOTTED:

mlm

J25021.00

CHECKED BY:DRAWN BY:

PROJECT #:

REVISIONS:

THESE DOCUMENTS ARE INSTRUMENTS

OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS

INCOMPLETE UNLESS IN CONJUNCTION

WITH ROYAL ENGINEERING'S

INTERPRETATIONS, DECISIONS,

OBSERVATIONS AND ADMINISTRATIONS.

USE OR REPRODUCTION OF THESE

DOCUMENTS IN WHOLE OR IN PART

WITHOUT ROYAL ENGINEERING'S

CONSENT IS IN VIOLATION OF COMMON

LAW. COPYRIGHTS, STATUTORY AND

OTHER RESERVED RIGHTS. REFER TO

ACT 17 U.S.C. PAR. 511 (1991). WHICH

PREEMPTS STATE AND LOCAL PUBLIC

RECORD ACTS. REFER TO ACT 17 U.S.C.

PAR. 301 (1991).

E A G

L E M

O U

N T A

W E L L

, U

. E

N E:

THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH

ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND

ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN

PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.

COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.

511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT

17 U.S.C. PAR. 301 (1991).

MECHANICAL

PROVO, UTAH 84606

FAX: 801.375.2676

ELECTRICAL

1837 S. EAST BAY BLVD.

PHONE: 801.375.2228

J25021.00

S T

F UET O

A T

AEPR FO ISS NO

ENGI

PLAN

DUCT LINER DETAIL DUCT CONSTRUCTION DETAIL

ELEVATED DUCTING SUPPORT DETAIL

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DRAWING TITLE:

DATE PLOTTED:

mlm

J25021.00

CHECKED BY:DRAWN BY:

PROJECT #:

REVISIONS:

THESE DOCUMENTS ARE INSTRUMENTS

OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS

INCOMPLETE UNLESS IN CONJUNCTION

WITH ROYAL ENGINEERING'S

INTERPRETATIONS, DECISIONS,

OBSERVATIONS AND ADMINISTRATIONS.

USE OR REPRODUCTION OF THESE

DOCUMENTS IN WHOLE OR IN PART

WITHOUT ROYAL ENGINEERING'S

CONSENT IS IN VIOLATION OF COMMON

LAW. COPYRIGHTS, STATUTORY AND

OTHER RESERVED RIGHTS. REFER TO

ACT 17 U.S.C. PAR. 511 (1991). WHICH

PREEMPTS STATE AND LOCAL PUBLIC

RECORD ACTS. REFER TO ACT 17 U.S.C.

PAR. 301 (1991).

E A G

L E M

O U

N T A

W E L L

, U

. E

N E:

THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH

ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND

ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN

PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.

COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.

511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT

17 U.S.C. PAR. 301 (1991).

MECHANICAL

PROVO, UTAH 84606

FAX: 801.375.2676

ELECTRICAL

1837 S. EAST BAY BLVD.

PHONE: 801.375.2228

J25021.00

S T

F UET O

A T

AEPR FO ISS NO

ENGI

DETAILS

Mark Name

Packaged Ventilator

DOAS

Qty

Mounting Location

Outdoor

Model

RV-150-40I-0-F2

Weight

5,700 lb

NOTES

Painted exterior with 2,500 hr. salt spray rating.

Double wall 2" R16 injected foam insulated cabinet.

Single condenser fan shall not exceed a sound power level of 75 LwA.

Direct-drive fans with factory mounted VFDs.

Controller must have simplified access via a laptop to view and change unit operation, set points, alarm history & 1 week of trending data.

Horizontal supply duct connection.

Supply Volume

Supply Fan

10,800 CFM

Supply ESP

0.5 in. wg

Supply TSP

1.400 in. wg

FRPM

1367 RPM

Supply BHP

2.06 hp

Supply Motor

(2) 3 hp

Voltage

Electrical

Frequency

Phase

Unit

MCA

93.9 A

Unit

MOP

125.0 A

Cooling Section

Coil Entering DBCoil Entering WBCoil Leaving DBCoil Leaving WB Nominal Tonnage Total Capacity Sensible CapacityCoil Face VeloctiyCoil Pressure Drop Rows Deep Fins per Inch Compressor Type Compressor

Qty

97.4 F 67.0 F 51.0 F 51.0 F 40 461.1 MBH 437.2 MBH MBH 320 ft/min 0.418 in. wg 6 12 Inverter Scroll 3 6.1

Refrigerant Type

R-454B

AHRI 920

ISMRE2

Hot Gas Reheat Hot Gas Reheat

Capacity

315.4 MBH

LAT

83.7 F

OPTIONS AND ACCESSORIES

Weatherhood: Downturned Hood Supply Filters - 2" Pleated MERV 8, 8-16x24x2, 4-20x24x2 Outdoor Air Dampers - Motorized Low Leakage Damper End Switch - Outdoor Air Damper Painted Exterior - RAL7023 Microprocessor Controls Supply Fan VFD Control - Constant Volume-Adj. Setpoint OA RH Sensor Network Protocol: BACNetMSTP Phase and Brown Out Protection SCCR - 5kA Branch Circuit Fusing Unit Disconnect - Mounted By Factory Condensate Overflow Switch Unit Warranty: 18 Months Standard Extended Compressor Warranty: 5 Yrs

WALL MOUNTED EXHAUST FAN SCHEDULE

CIRCULATION FAN SCHEDULE

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1/5/2026

DRAWING TITLE:

DATE PLOTTED:

mlm

J25021.00

CHECKED BY:DRAWN BY:

PROJECT #:

REVISIONS:

THESE DOCUMENTS ARE INSTRUMENTS

OF PROFESSIONAL SERVICE AND THE

INFORMATION CONTAINED HEREIN IS

INCOMPLETE UNLESS IN CONJUNCTION

WITH ROYAL ENGINEERING'S

INTERPRETATIONS, DECISIONS,

OBSERVATIONS AND ADMINISTRATIONS.

USE OR REPRODUCTION OF THESE

DOCUMENTS IN WHOLE OR IN PART

WITHOUT ROYAL ENGINEERING'S

CONSENT IS IN VIOLATION OF COMMON

LAW. COPYRIGHTS, STATUTORY AND

OTHER RESERVED RIGHTS. REFER TO

ACT 17 U.S.C. PAR. 511 (1991). WHICH

PREEMPTS STATE AND LOCAL PUBLIC

RECORD ACTS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 4, 2026.