2-Bidding Drawings.pdf

PDF 5 MB Posted Dec 10, 2025

Attached to: GJ26-70 Highland City Well #1 and Well #5 Chlorination
Solicitation number: GJ26-70
Issued by: Salt Lake County, Hildale City, Utah

About this file

Written by GovTribe AI · Dec 11, 2025

This is a set of bidding drawings for Highland City, Utah's Well #1 and Well #5 Chlorination project, prepared by BT Engineering and HPE Electrical Engineering. The project involves the design and installation of chlorination systems at two water supply wells located in Highland City. The scope includes construction of two 6' x 6' x 8' tall chlorination buildings with concrete foundations, installation of piping systems (PVC Schedule 80 and polyethylene), chlorine analyzers, injection equipment, pumps, control panels, and electrical systems. The project requires compliance with Highland City standards and the 2021 International Building Code. A pre-bid meeting is scheduled for December 16, 2025, at 3:00 PM Mountain Time, with written questions due by January 2, 2026, at 5:00 PM MT via the U3P system. Bid submissions are due January 8, 2026, no later than 10:00 AM MT. The drawings provide detailed site plans, piping schematics, chlorination room layouts, electrical diagrams, and specifications for materials and installation methods at both well locations (Well #1 at 10535 North 5600 West and Well #5 at 5555 West 11000 North).

The drawings specify extensive technical requirements for construction and installation, including concrete specifications (minimum 4,000 PSI compressive strength), reinforcement details, soil preparation, utility protection protocols, and quality control measures. All ductile iron pipe, valves, and fittings exposed to soil must be wrapped with 8-mil polyethylene film and FM grease. Minimum water line cover is 48 inches, with deflections in pipe joints not exceeding 5 degrees for ductile iron pipe or 1 degree for PVC pipe. The contractor must contact Highland City at least 72 hours in advance of water shutdowns and obtain a land disturbance permit while complying with storm water management requirements. All new bolts shall be zinc-plated, and piping must be properly supported on walls as indicated. The project manager is listed as Chris Trusty, with contact information at Highland City, 5400 W Civic Center Dr, Highland City, UT 84003, telephone 801-772-4508. Professional engineer Jason Bradford and project number 001.24.001 are noted on the drawings dated December 2025.

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Sheet Index

WELL #1 AND WELL #5 CHLORINATION

DECEMBER 2025

BIDDING DRAWINGS

B T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

COVER SHEET

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WASATCH

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SANPETE

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GARFIELD

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UTAH

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SEVIER

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BEAVER

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IRON

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WASHINGTON

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KANE

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PIUTE

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TOOELE

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MILLARD

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JUAB

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SAN JUAN

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WAYNE

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DUCHESNE

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EMERY

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CARBON

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GRAND

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UINTAH

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MORGAN

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CACHE

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WEBER

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BOX ELDER

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SALT

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LAKE

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DAVIS

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SUMMIT

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RICH

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DAGGETT

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%%USTATE OF UTAH

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WASATCH

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SANPETE

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GARFIELD

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UTAH

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SEVIER

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BEAVER

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IRON

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WASHINGTON

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KANE

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PIUTE

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TOOELE

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MILLARD

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JUAB

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SAN JUAN

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WAYNE

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DUCHESNE

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EMERY

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CARBON

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GRAND

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UINTAH

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MORGAN

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CACHE

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WEBER

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BOX ELDER

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SALT

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LAKE

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DAVIS

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SUMMIT

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RICH

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DAGGETT

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%%USTATE OF UTAH

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USERS\BRADF\DROPBOX\HIGHLAND CITY\WELL 1 CHLORINATION\1 COVER.DWG

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12.2.2025 14:05:40 (JEB)

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COVER SHEET

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FILE DATE:

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FILE NAME:

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COVER SHEET

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NOTES

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WELL #1 SITE PLAN

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%%U PROJECT LOCATION

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WELL #5

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5600 WEST

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WELL #1

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WELL #1 PIPING - PLAN VIEW

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WELL #1 CHLORINATION DETAILS

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WELL #5 SITE PLAN

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WELL #1 PIPING - SECTION VIEW

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WELL #5 PIPING - PLAN VIEW

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WELL #5 CHLORINATION DETAILS

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WELL #5 PIPING - SECTION VIEW

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ELECTRICAL LEGEND

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ELECTRICAL TABLES

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WELL 1 POWER ONE-LINE DIAGRAMS

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WELL 1 INST. & CONTROL ONE-LINE DIAGRAM

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WELL 5 INST. & CONTROL ONE-LINE DIAGRAM

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TYPICAL VFD CONTROL DIAGRAM

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WELL 5 POWER ONE-LINE DIAGRAM

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CP-2 SMALL MOTOR CONTROL PANEL

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WELL 1, NEW ELECTRICAL SCHEDULES

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WELL 1, EXISTING ELECTRICAL SCHEDULES

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WELL 5, EXISTING ELECTRICAL SCHEDULES

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WELL 5, NEW ELECTRICAL SCHEDULES

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WELL 1 ELECTRICAL PLANS

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WELL 5 ELECTRICAL PLANS

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ELECTRICAL DETAILS, SHT. 1

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ELECTRICAL DETAILS, SHT. 2

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CP-2 CONTROL PANEL ARRANGEMENT

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ELECTRICAL DETAILS, SHT. 3

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B T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

NOTES

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USERS\BRADF\DROPBOX\HIGHLAND CITY\WELL 1 CHLORINATION\2 NOTES.DWG

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12.2.2025 14:10:47 (JEB)

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NOTES

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FILE DATE:

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FILE NAME:

AutoCAD SHX Text %%uWATER PIPELINE NOTES

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1. CONTACT HIGHLAND CITY AT LEAST 72 HOURS IN ADVANCE OF ALL WATER SHUTDOWNS. CONTACT HIGHLAND CITY AT LEAST 72 HOURS IN ADVANCE OF ALL WATER SHUTDOWNS. 2. ALL DUCTILE IRON PIPE, VALVES, HYDRANTS AND FITTINGS EXPOSED TO SOIL SHALL BE ALL DUCTILE IRON PIPE, VALVES, HYDRANTS AND FITTINGS EXPOSED TO SOIL SHALL BE WRAPPED WITH 8 MIL THICK POLYETHYLENE FILM TUBE (PURPLE COLOR). ALL FITTINGS, VALVES AND EXPOSED NUTS & BOLTS SHALL BE LIBERALLY COATED WITH FM GREASE PRIOR TO WRAPPING. THE FILM SHALL BE HELD IN PLACE BY 2-INCH WIDE PLASTIC BACKED ADHESIVE TAPE EQUAL TO POLYKEN NO. 900 OR SCOTCHRAP NO. 50. THE TAPE SHALL BE INSTALLED TO TIGHTLY SECURE THE FILM TO THE PIPE. ENOUGH FILM SHALL BE USED TO OVERLAP ADJOINING SECTIONS OF FILM A MINIMUM OF ONE (1) FOOT. 3. POLYETHYLENE WRAP SHALL BE PROTECTED FROM THE SUN AND WEATHERING PRIOR TO POLYETHYLENE WRAP SHALL BE PROTECTED FROM THE SUN AND WEATHERING PRIOR TO USE. CARE SHALL BE EXERCISED DURING BACK FILLING OF THE PROTECTED AREAS TO PREVENT PUNCTURING OF THE FILM. 4. MINIMUM COVER OVER TOP OF WATER LINE SHALL BE 48-INCHES. MINIMUM COVER OVER TOP OF WATER LINE SHALL BE 48-INCHES. 5. CONTRACTOR SHALL POT HOLE UTILITIES AT ALL CROSSINGS SUFFICIENTLY IN ADVANCE CONTRACTOR SHALL POT HOLE UTILITIES AT ALL CROSSINGS SUFFICIENTLY IN ADVANCE OF LAYING PIPE TO ALLOW FOR ADJUSTMENTS OF NEW PIPELINE GRADE TO AVOID CONFLICTS. 6. CONTRACTOR TO PROVIDE TEMPORARY BLOW OFF VALVES & FITTINGS TO FLUSH NEW CONTRACTOR TO PROVIDE TEMPORARY BLOW OFF VALVES & FITTINGS TO FLUSH NEW PIPELINES. PROVIDE PLAN TO CITY FOR APPROVAL BEFORE BEGINNING FLUSHING. TEMPORARY BLOWOFF & FITTINGS SHALL BE REMOVED PRIOR TO PUTTING NEW LINE INTO SERVICE. 7. DEFLECTIONS IN PIPE JOINTS SHALL NOT EXCEED 5 DEGREES FOR DUCTILE IRON PIPE, DEFLECTIONS IN PIPE JOINTS SHALL NOT EXCEED 5 DEGREES FOR DUCTILE IRON PIPE, 1 DEGREE FOR PVC PIPE OR MANUFACTURER'S PUBLISHED DEFLECTIONS. 8. PROVIDE CONCRETE THRUST BLOCKS AND JOINT RESTRAINTS ON ALL BENDS, FITTINGS & PROVIDE CONCRETE THRUST BLOCKS AND JOINT RESTRAINTS ON ALL BENDS, FITTINGS & VALVES, UNLESS SPECIFIED OTHERWISE. ALL FITTINGS THAT REQUIRE CONCRETE BLOCKING SHOULD BE COMPLETELY WRAPPED PRIOR TO THE POURING OF THE CONCRETE THRUSTING BLOCK. 9. ELEVATIONS OF EXISTING WATER LINES ARE UNKNOWN. CONTRACTOR SHALL POTHOLE ELEVATIONS OF EXISTING WATER LINES ARE UNKNOWN. CONTRACTOR SHALL POTHOLE EXISTING WATER LINES AT CONNECTIONS TO VERIFY LOCATION AND ELEVATION. MODIFICATIONS TO CONNECTION DETAILS MAY BE REQUIRED, BASED ON THE INFORMATION OBTAINED.

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1. ALL WORK SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE CURRENT ALL WORK SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE CURRENT HIGHLAND CITY STANDARDS, PLANS AND SPECIFICATIONS, EXCEPT WHERE NOTED ON THESE PLANS. 2. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED, AND SIGNS, BARRICADES, AND CONSTRUCTION OPERATIONS SHALL BE CONDUCTED, AND SIGNS, BARRICADES, AND FLASHERS SHALL BE PLACED; SO AS TO COMPLY WITH OSHA, LOCAL SAFETY STANDARDS, AND MANUAL ON UNIFORM TRAFFIC CONTROL. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO CITY FOR APPROVAL. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, INCLUDING WATER LINES, IRRIGATION LINES, TELEPHONE CABLES, GAS LINES, AND ANY OTHER OBSTRUCTION DURING THE COURSE OF CONSTRUCTION AND INSTALLATION OF THE IMPROVEMENTS. EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THEIR ORIGINAL CONDITION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN RIGHTS OF INGRESS AND EGRESS THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN RIGHTS OF INGRESS AND EGRESS SHOULD HE VENTURE ONTO PRIVATE PROPERTY WHICH IS NOT INCLUDED IN OWNER ACQUIRED RIGHTS-OF-WAY AND EASEMENTS. 5. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS OR IN SPECIFIC DRAWINGS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING IMPROVEMENTS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING IMPROVEMENTS DURING CONSTRUCTION AND SHALL REPLACE OR RESTORE ANY IMPROVEMENTS DAMAGED AS A RESULT OF THE CONSTRUCTION ACTIVITY AS DIRECTED BY THE OWNER. 7. THIS PROJECT IS LOCATED IN HIGHLAND CITY LIMITS. THE CONTRACTOR SHALL OBTAIN THIS PROJECT IS LOCATED IN HIGHLAND CITY LIMITS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND APPROVALS FROM GOVERNING AGENCY AND SHALL COMPLY WITH CITY REGULATIONS FOR TRAFFIC CONTROL, SAFETY, EXCAVATION IN CITY OWNED RIGHTS OF WAY, ETC. 8. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM HIGHLAND CITY THE CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM HIGHLAND CITY AND SHALL COMPLY WITH ALL UPDES REQUIREMENTS. AS A MINIMUM, CONTRACTOR SHALL CONTROL STORM WATER DISCHARGE USING APPROPRIATE BMP'S.

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%%U STRUCTURAL GENERAL NOTES:

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REINFORCED CONCRETE NOTES:

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AutoCAD SHX Text THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL PROVIDE SUFFICIENT SKILLED WORKMEN AND SUPERVISORS WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THE WORK. A PROJECT MANAGER, SHALL BE ASSIGNED BY THE GENERAL CONTRACTOR, AND SHALL BE RESPONSIBLE FOR THE DAILY COORDINATION OF THE PROJECT AND SHALL MAINTAIN ALL REQUIRED DRAWINGS, SPECIFICATIONS, REPORTS, AND OTHER ITEMS FOR REVIEW AT THE SITE.

AutoCAD SHX Text ALL CONSTRUCTION SHALL BE ACCORDING TO THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). AS AMENDED BY THE STATE OF UTAH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AND SAFETY IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. THE CONTRACTOR AND/OR OWNER SHALL KEEP LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN LOADS BOTH DURING AND AFTER CONSTRUCTION.

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%%USOIL NOTES

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1. ALL ORGANIC MATERIALS, RUBBISH, UNSUITABLE FILL, TOPSOIL, ETC. ALL ORGANIC MATERIALS, RUBBISH, UNSUITABLE FILL, TOPSOIL, ETC. SHALL BE REMOVED FROM BENEATH LOCATIONS OF PROPOSED FOOTINGS, CONCRETE SLABS AND ASPHALT PAVING. 2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL SOIL OR ON ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL SOIL OR ON COMPACTED STRUCTURAL FILL EXTENDING DOWN TO THE UNDISTURBED NATURAL SOIL. IMPORTED STRUCTURAL FILL SHALL BE COMPACTED TO 95% MAXIMUM RELATIVE DENSITY BASED ON ASTM D1557, . 3. SLABS SHALL BE PLACED ON COMPACTED GRANULAR BACKFILL. SLABS SHALL BE PLACED ON COMPACTED GRANULAR BACKFILL. 4. UNLESS OTHERWISE NOTED, STRUCTURAL BACKFILL SHALL CONFORM TO: UNLESS OTHERWISE NOTED, STRUCTURAL BACKFILL SHALL CONFORM TO: A. IMPORTED GRANULAR MATERIAL SHALL BE FREE OF ORGANIC IMPORTED GRANULAR MATERIAL SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. B. SHALL COMPLY WITH SPECIFICATIONS FOR GRADATIONS. SHALL COMPLY WITH SPECIFICATIONS FOR GRADATIONS. 6. ALL FREE WATER SHALL BE REMOVED FROM THE FOUNDATION EXCAVATION ALL FREE WATER SHALL BE REMOVED FROM THE FOUNDATION EXCAVATION PRIOR TO PLACING CONCRETE. 7. EXTERIOR FOOTINGS AND GRADE BEAMS SHALL BE LOCATED AT LEAST 30" EXTERIOR FOOTINGS AND GRADE BEAMS SHALL BE LOCATED AT LEAST 30" BELOW FINISHED GRADE, AND MAINTAIN 6" BETWEEN FINISH GRADE AND WOOD FRAMING. 8. CONTRACTOR SHALL REMOVE ALL UNSUITABLE FILL FROM UNDER ALL CONTRACTOR SHALL REMOVE ALL UNSUITABLE FILL FROM UNDER ALL CONCRETE FLATWORK, PAVEMENT, BUILDINGS AND STRUCTURES, AND REPLACE WITH STRUCTURAL FILL COMPACTED TO 95% MAX. DRY DENSITY PER ASTM D-1557.

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1. MINIMUM CONCRETE SPECIFIED CYLINDER STRENGTH 4000 PSI AT MINIMUM CONCRETE SPECIFIED CYLINDER STRENGTH 4000 PSI AT 28 DAYS 2. REINFORCEMENT TO BE DEFORMED BARS GRADE 60 ACCORDING TO REINFORCEMENT TO BE DEFORMED BARS GRADE 60 ACCORDING TO ASTM A-615 3. MINIMUM CONCRETE COVER TO BE 2" UNLESS OTHERWISE SHOWN MINIMUM CONCRETE COVER TO BE 2" UNLESS OTHERWISE SHOWN 4. ALL REINFORCEMENT DETAILING IS TO BE ACCORDING TO ACI 318 ALL REINFORCEMENT DETAILING IS TO BE ACCORDING TO ACI 318 LATEST EDITION 5. FLOOR SLAB SHALL BE GIVEN A SMOOTH TROWEL FINISH FLOOR SLAB SHALL BE GIVEN A SMOOTH TROWEL FINISH 6. ALL OUTSIDE CONCRETE EDGES SHALL HAVE A 1" CHAMFERED ALL OUTSIDE CONCRETE EDGES SHALL HAVE A 1" CHAMFERED FINISH 7. ALL COLD JOINTS TO HAVE WATER STOP ACROSS JOINT ALL COLD JOINTS TO HAVE WATER STOP ACROSS JOINT 8. CONCRETE FORM WORK TO BE OF ADEQUATE SIZE AND STRENGTH, CONCRETE FORM WORK TO BE OF ADEQUATE SIZE AND STRENGTH, PROPERLY BRACED TO PREVENT BAGGING OR BULGING. PROTECT ALL CONCRETE FROM FREEZING TEMPERATURES. 9. NO FOOTING SHALL BE PLACED ON DISTURBED OR FROZEN SOIL. NO FOOTING SHALL BE PLACED ON DISTURBED OR FROZEN SOIL. 10. CONSTRUCTION OF CRACK CONTROL JOINTS. CONSTRUCTION OF CRACK CONTROL JOINTS. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST., CHIPS AND OTHER FOREIGN MATERIAL PRIOR TO PLACING ADJACENT CONCRETE. CRACK CONTROL JOINTS IN SLABS SHALL HAVE A MAXIMUM SPACING OF 15'-0" IN BOTH DIRECTIONS. THE CONTRACTOR SHALL SUBMIT THE DETAILS AND PROPOSED LOCATIONS OF CONSTRUCTION JOINTS AND CRACK CONTROL JOINTS FOR REVIEW BEFORE STARTING CONSTRUCTION.

12-2-2025

P- O

H P-

O H

P- O

P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH

T-U G

8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W

WELL #1

B T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

1 WELL 1 CHLORINATION - SITE PLAN

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12.2.2025 13:14:54 (JEB)

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WELL #1 SITE PLAN

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FILE DATE:

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SCALE IN FEET

AutoCAD SHX Text INSTALL DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE ON EXISTING 8" LINE FOR CHLORINE ANALYZER (ASPHALT RESTORATION REQUIRED)

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3/4" HDPE CTS PIPING TO CHLORINE ANALYZER (4' MIN COVER)

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PRESERVE AND PROTECT EXISTING WELL HOUSE BUILDING

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THREE (3) POLY LINES TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

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PRESERVE AND PROTECT EXISTING CONCRETE SIDEWALK

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PRESERVE AND PROTECT EXISTING OUTLET BOX AND DISCHARGE PIPE

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PRESERVE AND PROTECT EXISTING POWER POLE

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(2) 2" POLY CASING LINES TO 2" POLY CASING LINES TO NEW CHLORINATION BUILDING

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PRESERVE AND PROTECT EXISTING BURIED COMMUNICATION LINE

AutoCAD SHX Text 6' X 6' X 8' TALL APEX PREMIUM SERIES SHED MOUNTED ON A 6" THICK CONCRETE FLOOR WITH #4 BARS @ 12" O.C., E.W. WITH 8" THICK ROAD BASE (FINISH FLOOR TO BE 3" ABOVE GRADE)

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WELL #1 10535 NORTH 5600 WEST

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REVISE EXISTING PIPING INSIDE BUILDING

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NEW CHLORINATION BUILDING AND PIPING

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LOCATE 3' FROM FENCE

PRESERVE AND PROTECT EXISTING FENCE

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T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

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NO.

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JOINT

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PIPE (PVC SCH 80)

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THD

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REPLACE EXISTING BEND WITH NEW DIP 45-DEG BEND WITH 1 1/2" TAPPING BOSS

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DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE

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1" CHLORINE INJECTOR LINE FROM NEW CHLORINATION BUILDING

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BALL VALVE (PVC SCH 80)

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ELBOW (PVC SCH 80)

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ELBOW (PVC SCH 80)

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PIPE (PVC SCH 80)

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CHLORINE ANALYZER (KUNTZE 7014200K DES)

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BALL VALVE (PVC SCH 80)

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AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text

VERTICAL TURBINE PUMP

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL WITH 2" TAP

AutoCAD SHX Text

DIP SPOOL

AutoCAD SHX Text

AIR-VAC VALVE ASSEMBLY

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG X PE

AutoCAD SHX Text

FLG X PE

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text 6"

AutoCAD SHX Text L

AutoCAD SHX Text

DIP 90-DEG BEND

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL

AutoCAD SHX Text

ALPHA COUPLING ADAPTER

AutoCAD SHX Text

FLOW METER

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

DIP TEE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text

DIP REDUCER

AutoCAD SHX Text 8" X 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text N

AutoCAD SHX Text

DIP SPOOL WITH TAP FOR PRESSURE TRANSDUCER

AutoCAD SHX Text 8"

AutoCAD SHX Text

FLG

AutoCAD SHX Text N

AutoCAD SHX Text NOTES: 1. PRESERVE AND PROTECT ALL EXISTING FITTINGS. PRESERVE AND PROTECT ALL EXISTING FITTINGS. 2. ALL NEW PIPING TO BE MOUNTED ON NORTH WALL AND PROPERLY SUPPORTED. ALL NEW PIPING TO BE MOUNTED ON NORTH WALL AND PROPERLY SUPPORTED. PIPING SHOWN IN PLAN VIEW IS SCHEMATIC. CONTRACTOR TO SUBMIT PLAN FOR PIPING AND EQUIPMENT LOCATIONS FOR APPROVAL BY OWNER. 3. ALL NEW BOLTS SHALL BE ZINC PLATED. ALL NEW BOLTS SHALL BE ZINC PLATED. 4. THE NEW 45-DEG BEND SHALL BE PAINTED.THE NEW 45-DEG BEND SHALL BE PAINTED.

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING CONCRETE SIDEWALK

AutoCAD SHX Text INSTALL DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE ON EXISTING 8" LINE FOR CHLORINE ANALYZER

AutoCAD SHX Text

3/4" HDPE CTS PIPING TO CHLORINE ANALYZER (4' MIN COVER)

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING WELL HOUSE BUILDING

AutoCAD SHX Text

2" BRASS DISCHARGE LINE FROM AIR-VAC

AutoCAD SHX Text

PRESERVE AND PROTECT INLET BOX FOR PUMP-TO-WASTE LINE

AutoCAD SHX Text

PRESERVE AND PROTECT DISCHARGE LINE TO RETENTION POND

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THREE (3) POLY LINES TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING RTU AND FLOW METER PANELS

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text 10.

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text REMOVE EXISTING HANDWHEEL AND REPLACE WITH ELECTRIC ACTUATOR (ROTORK IQS12 WITH IB5 WORM GEAR)

AutoCAD SHX Text

AutoCAD SHX Text 12-2-2025

ALONG SIDES AND TOP OF DOOR, INSTALL #4 @ 16" O.C. EMBEDDED DOWELS (4" MIN LENGTH) WITH SIMPSON SET-3G EPOXY (OR EQUAL)

WELL #1 PIPING

T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

A WELL #1 CHLORINATION PIPING - SECTION VIEW

SECTION VIEW

AutoCAD SHX Text USERS\BRADF\DROPBOX\HIGHLAND CITY\WELL 1 CHLORINATION\5 - CHLORINE PIPING - SECTION VIEW.DWG

AutoCAD SHX Text

12.2.2025 13:16:02 (JEB)

AutoCAD SHX Text

WELL #1 PIPING - SECTION VIEW

AutoCAD SHX Text

FILE DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 1.

AutoCAD SHX Text

NEW PIPING SCHEDULE

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text 1"

AutoCAD SHX Text

THD

AutoCAD SHX Text

Y-STRAINER (PVC SCH 80)

AutoCAD SHX Text

DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE

AutoCAD SHX Text 1"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" X 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1" X 3/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 11.

AutoCAD SHX Text

REDUCER (PVC SCH 80)

AutoCAD SHX Text

THD

AutoCAD SHX Text 1" X 3/4"

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text

CHLORINE ANALYZER (KUNTZE 7014200K DES)

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text

2" POLY CASING TO NEW CHLORINATION BUILDING

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING PIPING SCHEDULE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text

VERTICAL TURBINE PUMP

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL WITH 2" TAP

AutoCAD SHX Text

DIP SPOOL

AutoCAD SHX Text

AIR-VAC VALVE ASSEMBLY

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG X PE

AutoCAD SHX Text

FLG X PE

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text 6"

AutoCAD SHX Text L

AutoCAD SHX Text

DIP 90-DEG BEND

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL

AutoCAD SHX Text

ALPHA COUPLING ADAPTER

AutoCAD SHX Text

FLOW METER

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

DIP TEE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text

DIP REDUCER

AutoCAD SHX Text 8" X 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text N

AutoCAD SHX Text

DIP SPOOL WITH TAP FOR PRESSURE TRANSDUCER

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text N

AutoCAD SHX Text NOTES: 1. PRESERVE AND PROTECT ALL EXISTING FITTINGS. PRESERVE AND PROTECT ALL EXISTING FITTINGS. 2. ALL NEW PIPING TO BE MOUNTED ON NORTH WALL AND PROPERLY SUPPORTED. ALL NEW PIPING TO BE MOUNTED ON NORTH WALL AND PROPERLY SUPPORTED. 3. ALL NEW BOLTS SHALL BE ZINC PLATED. ALL NEW BOLTS SHALL BE ZINC PLATED. 4. THE NEW 45-DEG BEND SHALL BE PAINTED.THE NEW 45-DEG BEND SHALL BE PAINTED.

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING CONCRETE SIDEWALK

AutoCAD SHX Text INSTALL DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE ON EXISTING 8" LINE FOR CHLORINE ANALYZER

AutoCAD SHX Text

3/4" HDPE CTS PIPING TO CHLORINE ANALYZER (4' MIN COVER)

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING WELL HOUSE BUILDING

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

THREE (3) POLY LINES TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

AutoCAD SHX Text 12.

AutoCAD SHX Text

BRASS REDUCING TEE

AutoCAD SHX Text

THD

AutoCAD SHX Text 2" X 1"

AutoCAD SHX Text

AutoCAD SHX Text 13.

AutoCAD SHX Text 14.

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text 1"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 15.

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

THD

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

UNION

AutoCAD SHX Text 16.

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text

THD

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

TRANSITION FROM POLY TO SCH 80 PVC 6" ABOVE FLOOR (TYPICAL)

AutoCAD SHX Text

UNION

AutoCAD SHX Text

AutoCAD SHX Text 17.

AutoCAD SHX Text

THD

AutoCAD SHX Text 1"

AutoCAD SHX Text 18.

AutoCAD SHX Text

ANTI-SIPHON DEVICE

AutoCAD SHX Text

THD

AutoCAD SHX Text 1"

AutoCAD SHX Text

INJECTION NOZZLE QUILL WITH SAFETY CHAIN

AutoCAD SHX Text

AutoCAD SHX Text AFTER RAISING AIR-VAC ASSEMBLY, MATCH EXISTING 2" DISCHARGE PIPING USING TWO (2) 45-DEG BRASS BENDS

AutoCAD SHX Text

REPLACE EXISTING BEND WITH NEW DIP 45-DEG BEND WITH 1 1/2" TAPPING BOSS

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING RTU AND FLOW METER PANELS

AutoCAD SHX Text

AutoCAD SHX Text 19.

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text REMOVE EXISTING HANDWHEEL AND REPLACE WITH ELECTRIC ACTUATOR (ROTORK IQS12 WITH IB5 WORM GEAR)

3 WELL #1 CHLORINATION ROOM - PLAN VIEW

NTS

B T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

B WELL #1 CHLORINATION ROOM - PROFILE VIEW

NTS

WELL #1

CHLORINATION DETAILS

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

USERS\BRADF\DROPBOX\HIGHLAND CITY\WELL 1 CHLORINATION\6 - CHLORINE DETAILS.DWG

AutoCAD SHX Text

12.2.2025 13:16:34 (JEB)

AutoCAD SHX Text

WELL #1 CHLORINATION DETAILS

AutoCAD SHX Text

FILE DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

SCALE INDICATOR

AutoCAD SHX Text

MANUAL FLOW PROPORTIONING VALVE

AutoCAD SHX Text NOTES: 1. PIPING SHOWN IS SCHEMATIC. CONTRACTOR TO SUBMIT PLAN FOR PIPING AND PIPING SHOWN IS SCHEMATIC. CONTRACTOR TO SUBMIT PLAN FOR PIPING AND EQUIPMENT LOCATIONS FOR APPROVAL BY OWNER. 2. PUMP TO BE MOUNTED ON CONCRETE BASE ABOVE FLOOR PER MANUFACTURER'S PUMP TO BE MOUNTED ON CONCRETE BASE ABOVE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO DAMPEN VIBRATIONS.

AutoCAD SHX Text

1/2" TUBING AND FITTINGS

AutoCAD SHX Text

SCALE PLATFORMS

AutoCAD SHX Text

1/4" TUBING VENT LINE

AutoCAD SHX Text

TRANSITION FROM POLY TO SCH 80 PVC 6" ABOVE FLOOR (TYP)

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 1.

AutoCAD SHX Text

PIPING SCHEDULE

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text 1"

AutoCAD SHX Text

THD

AutoCAD SHX Text

UNION (PVC SCH 80)

AutoCAD SHX Text

PUMP (GRUNDFOS CR 1-10 OR APPROVED EQUAL)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

EJECTOR

AutoCAD SHX Text

PRESSURE GAUGE (2 1/2" DIA.) W/ GAUGE COCK OR BALL VALVE (0-150 PSI)

AutoCAD SHX Text

Y-STRAINER (PVC SCH 80)

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text

TEE (PVC SCH 80)

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1" X 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1" X 3/4"

AutoCAD SHX Text

THD

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

TYP

AutoCAD SHX Text

HOSE BIBB (S.S. 316)

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

AutoCAD SHX Text INSTALL THROUGH WALL 12" BELOW CEILING, TURN DOWN AND INSTALL #14 MESH NON-CORRODIBLE SCREEN

AutoCAD SHX Text

CONCRETE PEDESTAL FOR PUMP

AutoCAD SHX Text 11.

AutoCAD SHX Text

REDUCER (PVC SCH 80)

AutoCAD SHX Text

THD

AutoCAD SHX Text 1" X 3/4"

AutoCAD SHX Text

THD

AutoCAD SHX Text

INSTALL 2" POLY PIPE THROUGH CONCRETE FLOOR SLAB

AutoCAD SHX Text

TYP

AutoCAD SHX Text

INSTALL PIPING ON WALL 42" ABOVE FLOOR (OR AS DIRECTED BY CITY)

AutoCAD SHX Text

CHLORINE SCALE PLATFORM

AutoCAD SHX Text

10" INTAKE PVC DUCT MOUNTED TO EXTERIOR HOOD (FANTECH FML 10)

AutoCAD SHX Text 2" POLY LINES TO BE BROUGHT INTO THE CHLORINE ROOM UP THROUGH THE NEW CONCRETE FLOOR SLAB (SEE SITE PLAN)

AutoCAD SHX Text 10" EXHAUST PVC DUCT MOUNTED TO EXTERIOR HOOD (FANTECH FML 10) (PVC PIPE TO TERMINATE INSIDE BUILDING 12" ABOVE FLOOR WITH EXHAUST FAN)

AutoCAD SHX Text

TYP

AutoCAD SHX Text

SUPPLY LINE

AutoCAD SHX Text

RETURN LINE

AutoCAD SHX Text 6' X 6' X 8' TALL APEX PREMIUM SERIES SHED WITH ROOF AND WALL INSULATION MOUNTED ON A 6" THICK CONCRETE FLOOR WITH #4 BARS @ 12" O.C., E.W.

AutoCAD SHX Text

4' WIDE DOOR

AutoCAD SHX Text

WELL #5

T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

4 WELL 5 CHLORINATION - SITE PLAN

SITE PLAN

AutoCAD SHX Text USERS\BRADF\DROPBOX\HIGHLAND CITY\2025 MISC\WELL 5\CHLORINATION\CAD\7 - WELL 5 CHLORINATION SITE PLAN.DWG

AutoCAD SHX Text

12.2.2025 13:17:12 (JEB)

AutoCAD SHX Text

WELL #5 SITE PLAN

AutoCAD SHX Text

FILE DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text INSTALL DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE ON EXISTING 10" LINE FOR CHLORINE ANALYZER

AutoCAD SHX Text

3/4" HDPE CTS PIPING TO CHLORINE ANALYZER (4' MIN COVER)

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING WELL HOUSE BUILDING

AutoCAD SHX Text

THREE (3) POLY LINES TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

AutoCAD SHX Text

(2) 2" POLY CASING LINES TO 2" POLY CASING LINES TO NEW CHLORINATION BUILDING

AutoCAD SHX Text

WELL #5 5555 WEST 11000 NORTH

AutoCAD SHX Text

REVISE EXISTING PIPING INSIDE BUILDING

AutoCAD SHX Text

NEW CHLORINATION BUILDING AND PIPING

AutoCAD SHX Text 12-2-2025

6' X 6' X 8' TALL APEX PREMIUM SERIES SHED MOUNTED ON A 6" THICK CONCRETE FLOOR WITH #4 BARS @ 12" O.C., E.W. WITH 8" THICK ROAD BASE (FINISH FLOOR TO BE 3" ABOVE GRADE)

WELL #5 PIPING

T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

I5 WELL #5 CHLORINATION PIPING - PLAN VIEW

PLAN VIEW

AutoCAD SHX Text USERS\BRADF\DROPBOX\HIGHLAND CITY\2025 MISC\WELL 5\CHLORINATION\CAD\8 - CHLORINE PIPING - PLAN VIEW.DWG

AutoCAD SHX Text

12.2.2025 13:18:38 (JEB)

AutoCAD SHX Text

WELL #5 PIPING - PLAN VIEW

AutoCAD SHX Text

FILE DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text 1" CHLORINE SUPPLY LINE FROM EXISTING AIR-VAC ASSEMBLY TO NEW CHLORINATION BUILDING

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 1.

AutoCAD SHX Text

NEW PIPING SCHEDULE

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text

PIPE (PVC SCH 80) AND REQUIRED FITTINGS

AutoCAD SHX Text 1"

AutoCAD SHX Text

THD

AutoCAD SHX Text

TAP EXISTING DIP 45-DEG BEND WITH 1 1/2" USING EXISTING TAPPING BOSS

AutoCAD SHX Text

DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE

AutoCAD SHX Text 1"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8" X 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text 11.

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text

CHLORINE ANALYZER (KUNTZE 7014200K DES)

AutoCAD SHX Text NEW 1" POLY SUPPLY LINE INSIDE 2" POLY CASING TO NEW CHLORINATION BUILDING (4' MIN COVER)

AutoCAD SHX Text NEW 1" POLY CHLORINE DISCHARGE INSIDE 2" POLY CASING FROM NEW CHLORINATION BUILDING (4' MIN COVER)

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING PIPING SCHEDULE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text

VERTICAL TURBINE PUMP

AutoCAD SHX Text 10"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL WITH TAP FOR PRESSURE TRANSDUCER

AutoCAD SHX Text

AIR-VAC VALVE ASSEMBLY

AutoCAD SHX Text 10"

AutoCAD SHX Text 3"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10" X 6"

AutoCAD SHX Text

FLG X PE

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text 10"

AutoCAD SHX Text

FLG

AutoCAD SHX Text 10"

AutoCAD SHX Text L

AutoCAD SHX Text

DIP 45-DEG BEND WITH SIDE TAPPING BOSS

AutoCAD SHX Text 10"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL

AutoCAD SHX Text

DIP SLEEVE WITH 2" TAP

AutoCAD SHX Text

FLOW METER

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

DIP REDUCING TEE

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text N

AutoCAD SHX Text

DIP 45-DEG BEND

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text INSTALL DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE ON EXISTING 10" LINE FOR CHLORINE ANALYZER

AutoCAD SHX Text

3/4" HDPE CTS PIPING TO CHLORINE ANALYZER (4' MIN COVER)

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING WELL HOUSE BUILDING

AutoCAD SHX Text

2" BRASS DISCHARGE LINE FROM AIR-VAC

AutoCAD SHX Text N

AutoCAD SHX Text

TWO (2) POLY LINES TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

AutoCAD SHX Text

PRESERVE AND PROTECT EXISTING ELECTRICAL EQUIPMENT (TYPICAL)

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text

BURIED DIP

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text

DIP REDUCER

AutoCAD SHX Text 8" X 6"

AutoCAD SHX Text

FLG

AutoCAD SHX Text Q

AutoCAD SHX Text

8" DIP TO DISCHARGE

AutoCAD SHX Text 8"

AutoCAD SHX Text

FLG

AutoCAD SHX Text R

AutoCAD SHX Text

45-DEG BEND

AutoCAD SHX Text 8"

AutoCAD SHX Text

FLG

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

THD

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text

THD

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text 1"

AutoCAD SHX Text

ANTI-SIPHON DEVICE

AutoCAD SHX Text

THD

AutoCAD SHX Text 1"

AutoCAD SHX Text

INJECTION NOZZLE QUILL WITH SAFETY CHAIN

AutoCAD SHX Text

AutoCAD SHX Text 12.

AutoCAD SHX Text

3/4" HDPE CTS PIPING TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text C

WELL #5 PIPING

T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

C WELL #5 CHLORINATION PIPING - SECTION VIEW

SECTION VIEW

AutoCAD SHX Text USERS\BRADF\DROPBOX\HIGHLAND CITY\2025 MISC\WELL 5\CHLORINATION\CAD\9 - CHLORINE PIPING - SECTION VIEW.DWG

AutoCAD SHX Text

12.2.2025 13:19:17 (JEB)

AutoCAD SHX Text

WELL #5 PIPING - SECTION VIEW

AutoCAD SHX Text

FILE DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

2" POLY CASING TO NEW CHLORINATION BUILDING

AutoCAD SHX Text

3/4" HDPE CTS PIPING TO CHLORINE ANALYZER (4' MIN COVER)

AutoCAD SHX Text

TRANSITION FROM POLY TO SCH 80 PVC 6" ABOVE FLOOR (TYPICAL)

AutoCAD SHX Text

AutoCAD SHX Text AFTER RAISING AIR-VAC ASSEMBLY FOR NEW TEE, MATCH EXISTING 3" DISCHARGE PIPING USING BRASS FITTINGS

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 1.

AutoCAD SHX Text

NEW PIPING SCHEDULE

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text

PIPE (PVC SCH 80) AND REQUIRED FITTINGS

AutoCAD SHX Text 1"

AutoCAD SHX Text

THD

AutoCAD SHX Text

TAP EXISTING DIP 45-DEG BEND WITH 1 1/2" USING EXISTING TAPPING BOSS

AutoCAD SHX Text 1"

AutoCAD SHX Text 10"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

THD

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text

CHLORINE ANALYZER (KUNTZE 7014200K DES)

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING PIPING SCHEDULE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text

VERTICAL TURBINE PUMP

AutoCAD SHX Text 10"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL WITH TAP FOR PRESSURE TRANSDUCER

AutoCAD SHX Text

AIR-VAC VALVE ASSEMBLY

AutoCAD SHX Text 10"

AutoCAD SHX Text 3"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10" X 6"

AutoCAD SHX Text

FLG X PE

AutoCAD SHX Text

THD

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLG

AutoCAD SHX Text 10"

AutoCAD SHX Text

FLG

AutoCAD SHX Text 10"

AutoCAD SHX Text L

AutoCAD SHX Text

DIP 45-DEG BEND WITH SIDE TAPPING BOSS

AutoCAD SHX Text 10"

AutoCAD SHX Text

FLG

AutoCAD SHX Text

DIP SPOOL

AutoCAD SHX Text

DIP SLEEVE WITH 2" TAP

AutoCAD SHX Text

FLOW METER

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

DIP REDUCING TEE

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text NOTES: 1. PRESERVE AND PROTECT ALL EXISTING FITTINGS. PRESERVE AND PROTECT ALL EXISTING FITTINGS. 2. ALL NEW PIPING TO BE MOUNTED ON WEST WALL AND PROPERLY SUPPORTED. ALL NEW PIPING TO BE MOUNTED ON WEST WALL AND PROPERLY SUPPORTED. 3. ALL NEW BOLTS SHALL BE ZINC PLATED.ALL NEW BOLTS SHALL BE ZINC PLATED.

AutoCAD SHX Text

BURIED DIP

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text 13.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text 14.

AutoCAD SHX Text

THD

AutoCAD SHX Text 1"

AutoCAD SHX Text

UNION

AutoCAD SHX Text 15.

AutoCAD SHX Text

THD

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

UNION

AutoCAD SHX Text

AutoCAD SHX Text INSTALL DOUBLE STRAP STAINLESS STEEL TAPPING SADDLE ON EXISTING 10" LINE FOR CHLORINE ANALYZER

AutoCAD SHX Text 16.

AutoCAD SHX Text

BRASS REDUCING TEE

AutoCAD SHX Text

THD

AutoCAD SHX Text 2" X 1"

AutoCAD SHX Text

THREE (3) POLY LINES TO BE BROUGHT INTO THE WELL HOUSE UNDER THE EXISTING FLOOR

6 WELL #5 CHLORINATION ROOM - PLAN VIEW

NTS

B T E n g in e e r in g

FOR:

CONTACT:

NO.

PROJECT NO.:

DATE

DATE:

DRAWN BY: CHECKED BY:

PROJECT MANAGER:

REVISION BY

T. TIMOTHY

001.24.001 DECEMBER 2025

HIGHLAND, UT 84003

5400 W CIVIC CENTER DR

HIGHLAND CITY

801-772-4508

CHRIS TRUSTY

#1 A

#5 C

D S

T I G E R S

ERE G

JASON BRADFORD

OET F

I NEER

A H

NO. 5148332

EFO S

O N A

D WELL #5 CHLORINATION ROOM - PROFILE VIEW

NTS

WELL #5

CHLORINATION DETAILS

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text USERS\BRADF\DROPBOX\HIGHLAND CITY\2025 MISC\WELL 5\CHLORINATION\CAD\10 - CHLORINE DETAILS.DWG

AutoCAD SHX Text

12.2.2025 13:19:53 (JEB)

AutoCAD SHX Text

WELL #5 CHLORINATION DETAILS

AutoCAD SHX Text

FILE DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

SCALE INDICATOR

AutoCAD SHX Text

MANUAL FLOW PROPORTIONING VALVE

AutoCAD SHX Text

1/2" TUBING AND FITTINGS

AutoCAD SHX Text

SCALE PLATFORMS

AutoCAD SHX Text

1/4" TUBING VENT LINE

AutoCAD SHX Text

TRANSITION FROM POLY TO SCH 80 PVC 6" ABOVE FLOOR (TYP)

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 1.

AutoCAD SHX Text

PIPING SCHEDULE

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text

PIPE (PVC SCH 80)

AutoCAD SHX Text 1"

AutoCAD SHX Text

THD

AutoCAD SHX Text

UNION (PVC SCH 80)

AutoCAD SHX Text

PUMP (GRUNDFOS CR 1-10 OR APPROVED EQUAL)

AutoCAD SHX Text

ELBOW (PVC SCH 80)

AutoCAD SHX Text

EJECTOR

AutoCAD SHX Text

PRESSURE GAUGE (2 1/2" DIA.) W/ GAUGE COCK OR BALL VALVE (0-150 PSI)

AutoCAD SHX Text

Y-STRAINER (PVC SCH 80)

AutoCAD SHX Text

BALL VALVE (PVC SCH 80)

AutoCAD SHX Text

TEE (PVC SCH 80)

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1" X 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text

THD

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1" X 3/4"

AutoCAD SHX Text

THD

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

TYP

AutoCAD SHX Text

HOSE BIBB (S.S. 316)

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

THD

AutoCAD SHX Text

AutoCAD SHX Text INSTALL THROUGH WALL 12" BELOW CEILING, TURN DOWN AND INSTALL #14 MESH NON-CORRODIBLE SCREEN

AutoCAD SHX Text

CONCRETE PEDESTAL FOR PUMP

AutoCAD SHX Text 11.

AutoCAD SHX Text

REDUCER (PVC SCH 80)

AutoCAD SHX Text

THD

AutoCAD SHX Text 1" X 3/4"

AutoCAD SHX Text

THD

AutoCAD SHX Text

INSTALL 2" POLY PIPE THROUGH CONCRETE FLOOR SLAB

AutoCAD SHX Text

TYP

AutoCAD SHX Text

INSTALL PIPING ON WALL 42" ABOVE FLOOR (OR AS DIRECTED BY CITY)

AutoCAD SHX Text

CHLORINE SCALE PLATFORM

AutoCAD SHX Text

10" INTAKE PVC DUCT MOUNTED TO EXTERIOR HOOD (FANTECH FML 10)

AutoCAD SHX Text 2" POLY LINES TO BE BROUGHT INTO THE CHLORINE ROOM UP THROUGH THE NEW CONCRETE FLOOR SLAB (SEE SITE PLAN)

AutoCAD SHX Text 10" EXHAUST PVC DUCT MOUNTED TO EXTERIOR HOOD (FANTECH FML 10) (PVC PIPE TO TERMINATE INSIDE BUILDING 12" ABOVE FLOOR WITH EXHAUST FAN)

AutoCAD SHX Text

TYP

AutoCAD SHX Text

SUPPLY LINE

AutoCAD SHX Text

RETURN LINE

AutoCAD SHX Text 6' X 6' X 8' TALL APEX PREMIUM SERIES SHED WITH ROOF AND WALL INSULATION MOUNTED ON A 6" THICK CONCRETE FLOOR WITH #4 BARS @ 12" O.C., E.W.

AutoCAD SHX Text

4' WIDE DOOR

AutoCAD SHX Text

HPE

ELECTRICAL ENGINEERING

H.P.E. INC.

ELECTRICAL

ENGINEERS

POWER, CONTROL &

INSTRUMENTATION

SYSTEMS

12 4 25

25.011E1.1

Sheet List Table

Sheet Number Sheet Title Sheet Number

E1.1 ELECTRICAL LEGEND E1.1

E1.2 ELECTRICAL TABLES, SHT. 1 E1.2

E2.1 WELL 1 POWER ONE-LINE DIAGRAMS E2.1

E2.2 WELL 1 INST. & CONTROL ONE-LINE DIAGRAM E2.2

E2.3 WELL 5 POWER ONE-LINE DIAGRAM E2.3

E2.4

WELL 5 INST. & CONTROL ONE-LINE DIAGRAM

E2.4

E2.5 TYPICAL VFD CONTROL DIAGRAM E2.5

E2.6 CP-2 SMALL MOTOR CONTROL PANEL E2.6

E3.1 WELL 1, EXISTING ELECTRICAL SCHEDULES E3.1

E3.2 WELL 1, NEW ELECTRICAL SCHEDULES E3.2

E3.3 WELL 5, EXISTING ELECTRICAL SCHEDULES E3.3

E3.4

WELL 5, NEW ELECTRICAL SCHEDULES

E3.4

E4.1

WELL 1 ELECTRICAL PLANS

E4.1

E4.2

WELL 5 ELECTRICAL PLANS

E4.2

E5.1 CP-2 CONTROL PANEL ARRANGEMENT E5.1

E6.1 ELECTRICAL DETAILS, SHT. 1 E6.1

E6.2 ELECTRICAL DETAILS, SHT. 2 E6.2

E6.3 ELECTRICAL DETAILS, SHT. 3 E6.3

file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg file:///L:/HPELIBRARY/Tool%20Palette%20blocks/NOTE%20BOX%20TEXT.dwg…

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File details come from the government source that posted it. Updated Dec 11, 2025.