Drawings - SLC Rehabilitate Domestic Water Lines CD Set.pdf

S S

S S

S S

S S

S S

S S

S S

S S

S S

H B

H B

E

LEC

S S

S S

E

LEC

E

LEC

E

LEC

W V

W V

W V

W V

W V

W V

H

Y D

G V

W

G V

G V

W V

W V

C O

W M

E

IRR

DD

35,000 gal. steel fuel tank. R em oved 1993

35,000 gal. steel fuel tank. R em oved 1993

20,000 gal.

steel fuel tank.

Rem oved 1993

20,000 gal.

steel fuel tank.

Rem oved 1993

S S

S S

S S

S S

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

P.I.V.

SO

IL GAS SAM

PLING

ESS-SG-31

SO

IL GAS SAM

PLING

ESS-SG-30

V

ANA

CC ESS IB LE

V

ANA

CC ESS IB LE

T2

T1

A

CU

6 "

6 "

6 "

1 2" 1 2"

1 2"

1 2"

1 2" 6 "

1 2"

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

E

LEC

O P

O

PO

P

O P

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

W T

SSMH

SDMH

SDMH

CO

SDMH

EXISTING CHILLER

E

XIST

ING

CH

ILLE

R

V al de z

D ri ve

K is te rs

S tr ee t

Kisters Street

W ah le n

W ay

Baker Street

Hall Street

Bennion Blvd.

Patient RV Lot

Valdez Drive

V a ld e z D riv e

R ed

B ut te C re ek

Wahlen Way

500 Foothill Drive

M ar io C ap ec ch i

D ri ve

Wakara

Way

Sunnyside Avenue (8th South)

Sunnyside Park

P

FX

21.8

64.5

H

F H c ur b & wal k

N e w 5' w al k

4" s l op e

N e w Mo un tabl e c o ncr et e c urb gu t te r e x istin g a sph alt 1'-

6"

0 "

R

1'-

2"

HP

HP

Motorcycle

H B

H B

H B

H B

H B

NEW 10' GATE

A

B

C

D

E sm o ke s ha ck tem porary dum pster location

BIKE RACKS

2932.46 sweat lodge firepit

GND EL.

4649.00

GND EL.

4661.35

G N D

E L

.2

GND EL.

4700.30

GND EL.

4728.43

GND EL.

4728.80

GND EL.

4677.70

GND EL.

4739.76

GND EL.

4745.62

GND EL.

4747.36

GND EL.

4746.60

GND EL.

4728.68

38.89 °

PROJECT LOCATION

JOSEPH L.

PURCELL III

13436330-0301

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPCONSULTANTS

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT / ENGINEERS

A u to d e s k D o c s

/2

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C V

A M

C R e h a b il it a te

D o m e s ti c W a te r L in e s /2

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R e h a b il it a te

D o m e s tr ic W a te r L in e s .r v t

/1

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:5

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GI001

COVER SHEET SLC VAMC REHABILITATE

DOMESTIC WATER LINES

15 AUG 2025 JTP CJK

660-23-101

SALT LAKE CITY, UT 84148

15 AUG 2025

SHEET INDEX

GENERAL

GI001 COVER SHEET

GI002 GENERAL NOTES, SYMBOLS, ABBREVIATIONS

CIVIL

CN001 CIVIL NOTES

CU001 OVERALL PLAN

CU002 BAKER STREET 12" WATERLINE

CU003 HALL ST 8" WATERLINE

CU004 KISTERS ST 12" WATERLINE

CU005 KISTERS ST 12" WATERLINE

CU006 VALVE REPLACEMENT

CI001 GATE DETAIL

CJ001 CIVIL DETAILS

CJ002 CIVIL DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 SPECIAL INPSECTION NOTES

S101 ROOF FRAMING PLAN

S501 DETAILS

S601 SCHEDULES

DIRECTOR

ASSOCIATE DIRECTOR / ADMINISTRATIVE OPERATIONS

CHIEF OF STAFF

ASSOCIATE DIRECTOR / PATIENT SERVICES

ASSOCIATE DIRECTOR / CLINICAL OPERATIONS

FINANCIAL MANAGEMENT SERVICE

SLC VAMC REHABILITATE

DOMESTIC WATER LINES

660-23-101

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148

CONSTRUCTION DOCUMENTS

15 AUG 2025

NORTH 1" = 200'-0"1

SLCVA CAMPUS

SHEET INDEX

ARCHITECTURAL

AS101 ARCHITECTURAL SITE PLAN

AD101 DEMOLITION PLANS

AE101 FLOOR AND ROOF PLANS

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE501 ARCHITECTURAL DETAILS

ELECTRICAL

EE001 ELECTRICAL COVER SHEET

EE501 ELECTRICAL DETAILS

EE701 TYPICAL MOUNTING DETAILS

EP100 OVERALL POWER PLAN

EP101 POWER PLAN

Revisions: Date:

ROOM DESIGNATION

DOOR DESIGNATION

WINDOW DESIGNATION

A1.1

ELEVATION, (VIEW)

ELEVATION, (DATUM)

NORTH ARROW

A101

1 SIM

DETAIL

1 1/8" = 1'-0"

View NameDRAWING TITLE

STANDARD SYMBOLS

1REVISION DESIGNATION

GRID HEAD

MATCH

PROPERTY

GRID

HIDDEN

REMOVAL

OVERHEAD

LINE TYPES

NORTH

ARCHITECTURAL MATERIALS

GYPSUM BOARD CEILING / WALL

LAY-IN ACOUSTICAL CEILING

STEEL STUD

CONCRETE

CARPET / TILE (SECTION)

PLYWOOD (SECTION)

MASONRY WALL

TEMPORARY WALL

A

101A

Name

ROOM CODE

Room Number 150 (Desired Area )

COMMENT

GENERAL NOTES

1. ALL WORK WILL CONFORM TO THE CURRENT EDITIONS OF THE VA DESIGN STANDARD MANUALS AND VA DESIGN GUIDES , VA OIT DESIGN GUIDE, VA ELECTRICAL DESIGN MANUAL, UNDERWRITERS LABORATORY, IBC 2021, NFPA AND NEC BUILDING CODES AND STANDARDS. DEPARTMENT OF VETERANS AFFAIRS (VA) DESIGN MANUALS AND VA PUBLICATIONS (MASTER CONSTRUCTION SPECIFICATIONS, CONSTRUCTION STANDARDS AND VA INFORMATION SECURITY HANDBOOK

6500.6 ETC.).

2. COORDINATION OF WORK: THE GENERAL CONTRACTOR SHALL COMPARE ARCHITECTURAL SPECIFICATIONS AND DRAWINGS WITH MECHANICAL AND ELECTRICAL SPECIFICATIONS AND DRAWINGS. IF THERE ARE ANY DISCREPANCIES BETWEEN THEM, HE SHALL REPORT THE SAME TO THE ARCHITECT IN WRITING AND OBTAIN FROM THE ARCHITECT

WRITTEN INSTRUCTIONS FOR NECESSARY CHANGES.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND DIMENSIONS AND CONDITIONS AT THE SITE.

4. ALL MATERIALS SHALL BE NEW (U.N.O.) AND BOTH MATERIALS AND WORKMANSHIP SHALL BE OF BEST QUALITY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY, SECURITY AND PROTECTION IN AND AROUND THE JOB SITE AND

ADJACENT PROPERTIES (IF APPLICABLE).

6. ALL DETAILS AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSE WHERE UNLESS NOTED OR SHOWN OTHERWISE. CONSTRUCTION NOT SPECIFICALLY SHOWN, SHALL BE ACCOMPLISHED AS PER MINIMUM REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (2021 EDITION), VA DESIGN STANDARD

MANUALS AND VA DESIGN GUIDES.

7. THE CONTRACTOR SHALL REVIEW, APPROVE AND VERIFY ALL SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS TO ASSURE THEY COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS SUBMITTED TO THE ARCHITECT WHICH HAVE NOT BEEN REVIEWED, APPROVED, VERIFIED, STAMPED AND SIGNED BY THE GENERAL CONTRACTOR WILL BE RETURNED TO THE GENERAL CONTRACTOR WITHOUT ACTION BY THE ARCHITECT. THE ARCHITECT WILL REVIEW THE SHOP DRAWINGS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. THIS REVIEW BY THE ARCHITECT SHALL NOT BE CONSTRUED AS APPROVAL.

THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SHOP DRAWINGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY THE ARCHITECT'S REVIEW.

SLC VAMC REHABILITATE DOMESTIC WATER LINES

PUMP HOUSE (UTILITY GROUP U)

OCCUPANCY GROUP - U (UTILITY) (IBC 304.1)

TYPE OF CONSTRUCTION – VB (IBC 603)

REQUIRED FIRE-RESISTIVE RATING FOR BUILDING ELEMENTS (HOURS) – IBC TABLE 601

STRUCTURAL FRAME 0

BEARING WALLS

EXTERIOR 0 NORTH & SOUTH FIRE SEPARATION DISTANCE ON ALL SIDES > 10', IBC TABLE 602) EXTERIOR 1 EAST & WEST FIRE SEPARATION DISTANCE ON ALL SIDES < 10', IBC TABLE 602)

INTERIOR 0

NON-BEARING WALLS

EXTERIOR 0

INTERIOR 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

ALLOWABLE BUILDING HEIGHT (IBC TABLE 503) - 40 FEET / 1 STORIES

ACTUAL BUILDING HEIGHT 10 FEET / SINGLE STORY PLUS A 1 LEVEL BASEMENT OK

ALLOWABLE AREA CALCULATIONS

BASE ALLOWABLE AREA PER STORY (IBC TABLE 503) - 5500 SF > 198 SF ACTUAL 198 SF OK

OCCUPANT LOAD CALCULATIONS (NFPA 101, TABLE 7.3.1.2)

UTILITY: 403 GROSS SQ. FT. / 300 SQ. FT. PER OCCUPANT = 2 OCCUPANTS TOTAL

THE BUILDING IS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SUPPRESSION SYSTEM MEETING THE

REQUIREMENTS OF NFPA 101, 9.7.1

ONE EXIT (MINIMUM) IS REQUIRED FROM EACH STORY (IBC TABLE 1006.2.1):

• THE FIRST FLOOR IS EQUIPPED WITH ONE EXIT OK

• THE BASEMENT FLOOR IS EQUIPPED WITH ONE EXIT OK

THE MAXIMUM ALLOWABLE TRAVEL DISTANCE TO AN EXIT IS 100 FEET (1006.2.1). THE MAXIMUM ACTUAL EXIT ACCESS

TRAVEL DISTANCE IS 18 FEET < 100 FEET OK

PLUMBING FIXTURES ARE NOT REQUIRED IN 500 FEET OF EXISTING FACILITIES (IBC 2902.3.3)

BUILDING CODE ANALYSIS

DESIGN CRITERIA

2021 IECC

CLIMATE ZONE 5B (SALT LAKE COUNTY, UT) INSULATION REQUIREMENTS

ROOFS - INSULATION ENTIRELY ABOVE ROOF DECK: R-30CI

• POLYURETHANE BOARD R-VALUE = 5.00/IN = 6"

WALLS ABOVE GRADE - MASS: R-11.4CI

• POLYURETHANE BOARD R-VALUE = 5.00/IN = 3"

BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR

• OPERABLE FENESTRATION = 0.45

• ENTRANCE DOORS = 0.63

JOSEPH L.

PURCELL III

13436330-0301

S T

OF

A T

E UTA

H

ARED CH

IT

E C T

N S

C E

L I

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPCONSULTANTS

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT / ENGINEERS

A u to d e s k D o c s

/2

S L

C V

A M

C R e h a b il it a te

D o m e s ti c W a te r L in e s /2

S

L C

V A

R e h a b il it a te

D o m e s tr ic W a te r L in e s .r v t

/1

/2

:5

:3

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GI002

GENERAL NOTES, SYMBOLS,

ABBREVIATIONS

SLC VAMC REHABILITATE

DOMESTIC WATER LINES

8 AUG 2025 JTP CJK

660-23-101

SALT LAKE CITY, UT 84148

15 AUG 2025

ABBREVIATIONS/ACRONYMS

A.B. anchor bolt

A/C air conditioning

ABV above

ADA americans with disabilities act

ADD'L additional

AFF above finished floor

ALT alternate

ALUM aluminum

ANOD anodized

ANSI american national standards institute

APPR approved

APPROX approximate

ARCH architect(ural)

ASPH asphalt

AUTO automatic

BD board

BLDG building

BLK block

BO bottom of ________

BRG bearing

BSMT basement

BTWN between

CF cubic foot

CG center of gravity

CI cast iron

CJ construction joint

CL center line or column line

CLG ceiling

CLR clear(ance), category of logistical responsibility

CMU concrete masonry unit

COL column

CONC concrete

CONST construction

CONT continuous, continue

CPT carpet

CRS course(s)

CSMT casement

CY cubic yard

DE door elevation

DET detail

DF drinking fountain

DF-L douglas fir

DIA diameter

DIM dimension

DIV division

DL dead load

DOD department of defense

DPR dispenser

DR door

DWB deformed weldable bar

DWG drawing

E east

EA each

EJ expansion joint

ELEC electrical

ELEV, EL elevation

EMT electrical metallic tubing

EN edge nail

EQ equal

EQUIP equipment

EST estimate

EX existing

EXP expansion

EXT extinguisher f'c concrete 28 day strength f'm masonry strength

FD floor drain

FDN foundation

FE fire extinguisher

FEC fire extinguisher cabinet

FGL fiberglass

FHS fire hose station

FIN finish(ed)

FIN. FLR finished floor elevation

FP fireplace

FRT fire-retardant treated

FS footing step

FT feet

FTG footing

GA gage, guage

GALV galvanized

GB grab bar

GD grade(ing)

GF government furnished

GI government installed

GL glass

GLB glue laminated timber beam

GYP. BD. gypsum wall board

HAS headed anchor stud

HB hose bib

HC hollow core

HCAP handicap

HD holdown

HDR header

HDWR hardware

HM hollow metal

HOR horizontal

HR hour

HRDWD hardwood

HT height

HTG heating

HVAC heating/ventilating/air cond.

HWH hot water heater

ID inside diameter

INCL include(d), (ing)

INSUL insulate(d), (ion)

INT interior

JSN joint schedule number

JT joint

LAM laminate(d)

LAV lavatory

LF linear feet

LH left hand

LL live load

LP low pressure

LTL lintel

LVL laminated veneer lumber

LW lightweight

MAS masonry

MAT'L material(s)

MAX maximum

MB machine bolt

MBR member

MC medicine cabinet

MECH mechanic(al)

MED medium

MFR manufacture(r)

MIN minimum

MISC miscellaneous

MLB microllam beam

MMB membrane

MO masonry opening

MTL metal

MULL mullion

N north

NIC not in contract

No. number

NOM nominal

NTS not to scale

O.C. on center

OD outside diameter

OH overhead

OPG opening

OPP opposite

OPT optimum

PBD particle board

PCB polychlorinated biphenyls

PL plate

PNL panel

PSI pounds per square inch

PSIG pounds per square inch gauge

PT pressure treated or post tension

PTD painted

PTN partition

QTY quantity

R riser(s), radius

RAD radius

REA Rand Eardley & Associates

REINF'D reinforced

REQ'D required

REV revised

RM room

RO rough opening

S south

S.S. stainless steel

SCHED schedule(ed)

SECT section

SF square feet

SHT sheet

SIM similar

SPEC specifications

SQ square

STD standard

STG storage

STRUC structure(al)

SW shear wall

T tread(s)

T.O. top of ________

TC top of curb

TYP typical

UL underwriters laboratories

UNO unless noted otherwise

VB vapor barrier

VCT vinyl composition tile

VERT vertical

W west

W/ with

W/O without

WC water closet

WD wood

WF wide flange

WP water proof(ing)

WR water repellant

WS wall step

WSCT wainscot

WWF welded wire fabric

PROJECT SPECIFICATIONS

01 57 19 ENVIRONMENTAL CONTROLS

02 21 13 SITE SURVEYS

21 08 00 COMMISSIONING OF FIRE SUPPRESSION SYSTEMS

22 11 00 FACILITY WATER DISTRIBUTION

31 20 00 EARTHWORK

32 05 23 CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 17 23 PAVEMENT MARKINGS

32 31 40 HIGH SECURITY FENCES AND GATES

33 08 00 COMMISSIONING OF SITE UTILITY SYSTEMS

33 10 00 WATER UTILITIES

GENERAL

1. ALL NOTES HEREIN ARE FOR REFERENCE ONLY. PROJECT SPECIFICATIONS GOVERN

IN ALL CASES.

2. A SAFETY PLAN SHALL BE DEVELOPED FOR THE PROJECT BY THE CONTRACTOR.

THIS PLAN SHALL FULLY INCORPORATE ANY CONTEMPLATED RISK OF INJURY TO

CONSTRUCTION WORKERS, VA STAFF, PATIENTS, OR OTHERS ONSITE. THE PLAN

SHALL INTEGRATE THE LATEST OSHA, VA, AND OTHER SAFETY STANDARDS THAT

ARE APPLICABLE TO THE WORK BEING PERFORMED. CONSTRUCTION STAFF AS

WELL AS THE COR ARE REQUIRED TO PROVIDE WRITTEN ACKNOWLEDGMENT OF

THE PLAN. THE PLAN SHALL INCLUDE PPE TO BE WORN AT ALL TIMES, SITE

ASSESSMENT AND PLANNING, TRENCHING AND EXCAVATION SAFETY, TRAFFIC

MANAGEMENT, EQUIPMENT SAFETY, WATER CONTROL AND DE-WATERING,

ENVIRONMENTAL PROTECTION, TRAINING, AND COMMUNICATION. CONTRACTOR TO

FOLLOW ALL SAFETY PROTOCOLS AND VERIFY SITE CONDITIONS, CLEARANCE,

AND/OR OTHER PARAMETERS TO ENSURE THE PROJECT WORK IS CARRIED OUT

WITH SAFETY OF ALL INDIVIDUALS AND NO DAMAGE TO PROPERTY. IF DAMAGE OF

PROPERTY OCCURS, CONTRACTOR SHALL REPLACE IN KIND AT NO COST TO THE

GOVERNMENT.

3. DUE TO THE HIGH LEVEL COMPLEXITY OF THIS WORK, IT IS RECOMMENDED THAT

THE VA HIRE FULL-TIME CONSTRUCTION MANAGEMENT SERVICES TO ASSIST THE

COR AND CONTRACTOR TO FULLY COMMUNICATE THE PHASING, LAYOUT, OUTAGES,

FIRE WATCH, AND ALL OTHER REQUIRED ELEMENTS OF THE WORK. THIS WILL

PROMOTE AND ENCOURAGE A SUCCESSFUL PROJECT.

4. CONTRACTOR SHALL PERFORM WORK ACCORDING TO THE TRUE INTENT AND

PURPOSE OF DESIGN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO

PERFORM CONSTRUCTION ACTIVITIES PER THE CONTRACT DOCUMENTS. ANY

ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL FIRST MEET WITH THE WRITTEN

APPROVAL OF THE ENGINEER AND COR. THE CONTRACTOR SHALL HAVE

EXPERIENCE IN THE WORK PERFORMED AND KNOWLEDGE OF HOW TO CONSTRUCT

SIMILAR FACILITIES AND ITEMS IN THE PLANS. IT IS INTENDED THAT THE PLANS AND

SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER

FOR THE WORK CONTEMPLATED THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST

IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S INTERPRETATION THEREOF

SHALL BE CONCLUSIVE.

5. SIZES, DEPTH, MATERIAL AND LOCATIONS OF ALL EXISTING UTILITIES SHALL

PHYSICALLY BE LOCATED BY THE CONTRACTOR WITHIN 20' OF WORK AREA PRIOR

TO ANY WORK BEING PERFORMED. ANY DAMAGED UTILITIES SHALL BE REPLACED

BY THE CONTRACTOR TO THE COR'S SATISFACTION AT NO ADDITIONAL COST TO

THE OWNER. ALL EXISTING WATERLINES ARE DUCTILE IRON ACCORDING TO DATA

PROVIDED

6. PRIOR TO PROVIDING PRICING, THE CONTRACTOR SHALL THOROUGHLY WALK SITE

TO UNDERSTAND LEVEL OF EFFORT AND VERIFY ALL QUANTITIES, AND UPON

AWARD, CONTACT THE COR FOR A PRE-CONSTRUCTION MEETING IN ACCORDANCE

WITH THE VA CONSTRUCTION PROCESS AND SPECIFICATIONS.

7. INSTALLATION OF ALL FACILITIES INDICATED ON THESE PLANS AND SPECIFICATIONS

TO BE PERFORMED WITHOUT ANY CHANGE OF WATER SERVICE TO THE VA

WITHOUT PRIOR COORDINATION WITH COR. FURTHERMORE, THE CONTRACTOR

SHALL MAINTAIN WATER QUALITY OF THE SYSTEM AND ENSURE THE HEALTH OF

ANY USERS IS NOT COMPROMISED ACCORDING TO THE EPA DRINKING WATER

STANDARDS. CONTRACTOR SHALL PROVIDE 5 DAYS WRITTEN NOTICE AND

APPROVAL FOR ANY DISRUPTION TO WATER SERVICE. CONTRACTOR SHALL INSTALL

LATERAL WITHOUT ANY DISRUPTION OF WATER SERVICE TO THE VA WITHOUT

PROVIDED 5 DAY WRITTEN NOTIFICATION AND APPROVAL FROM COR.

8. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST VA

STANDARDS. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIT(S) AND COMPLY

WITH THE MOST STRINGENT BETWEEN REQUIREMENTS OF ALL FEDERAL, STATE,

AND LOCAL AGENCY GUIDELINES.

9. CONTRACTOR SHALL TEST, CHLORINATE, AND HAVE INSPECTION ON ALL PARTS OF

WATER SYSTEM TO ENSURE ADEQUATE WATER DELIVERY. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING

OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT PRIOR TO BACKFILL. ALL

TESTING, CHLORINATION, AND INSPECTION SHALL CONFORM TO THE

SPECIFICATIONS.

10. CONTRACTOR SHALL WARRANTEE ALL ITEMS FOR 3 CONSECUTIVE YEARS OR PER

VA AND FEDERAL WARRANTY TERMS, WHICHEVER IS LONGER.

11. LIMITS OF HARDSCAPE ARE BASED ON AERIAL PROVIDED BY LAYTON SURVEYS LLC,

AND SHALL BE VERIFIED PRIOR TO ANY WORK. CONTRACTOR SHALL REPLACE

EXISTING HARDSCAPE IN KIND WITH ADJACENT SECTIONS FOR ANY DISTURBED

LANDSCAPE/HARDSCAPE, AND RESTORE TO ORIGINAL CONDITION AS SATISFIED BY

THE COR.

12. COORDINATE WORKING HOURS ALLOWED WITH VA COR AS INSTRUCTED IN

GENERAL REQUIREMENTS.

13. DUMPSTERS SHALL BE COVERED. ONSITE STORAGE FOR MATERIAL MUST BE

COORDINATED WITH COR.

14. WORKERS AND CONTRACTOR STAFF IN ADDITION TO SUBCONTRACTORS SHALL

PARK IN A DESIGNATED LOCATION PROVIDED BY THE COR.

15. OWNER IS RESPONSIBLE FOR ALL POST-CONSTRUCTION OPERATIONS AND

MAINTENANCE OF INSTALLED WATER SYSTEMS.

16. LATERALS SHALL BE INSTALLED, AT COR'S DISCRETION, 5' AWAY FROM ALL

PERMANENT FEATURES INCLUDING BUILDINGS UNLESS STATED OTHERWISE. ALL

FIRE/SERVICE LINES/VALVES SHALL BE ADJUSTED IN FIELD TO ALIGN WITH EXISTING

BUILDING CONNECTIONS AS NEEDED. ALL LATERALS SHALL BE PLACED IN TYPE I

UTILITY TRENCH-SEE SHEET CJ001. CONTRACTOR SHALL FOLLOW REPLACE WATER

FACILITIES WITH THE LATEST CODES AND STANDARDS.

17. ALL ACTIVE WORK SHALL BE FENCED OFF AND CONTROLLED TO PROHIBIT ANY

ENTRANCE WITHIN PERIMETER UNLESS AUTHORIZED. PPE REQUIRED BY ALL

WORKERS.

18. CONTRACTOR RESPONSIBLE FOR PERMITTING AND TRAFFIC CONTROL PER VA

STANDARDS.

19. NEW WATERLINE(S) SHALL BE INSTALLED IN THE ALIGNMENT OF THE EXISTING

ALIGNMENT WHERE POSSIBLE.

20. MAINTAIN ALL DOMESTIC AND FIRE WATER SERVICE TO BUILDINGS. THIS MAY

INCLUDE LATERALS NOT SHOWN OR WITH DIFFERENT DIAMETERS THAN DISPLAYED

ON PLANS. THE DIAMETER OF THE EXISTING LATERALS SHALL GENERALLY GOVERN

FOR INSTALLATION OF PROPOSED SERVICE.

21. CONTRACTOR SHALL REPLACE ALL SERVICE LINES TO VA BUILDINGS ALONG THE

MAIN LINES THAT ARE INDICATED TO BE REPLACED BY THESE DWGS. REPLACE ALL

PIVS WITHIN PROJECT AREAS AT LOCATION OF OLD PIV COORDINATE WITH COR

LOCATION OF PIV. SEE SHEET CJ002 FOR PIV INSTALLATION DETAIL 17.

22. REPLACE FIRE HYDRANTS AS NOTED ON THESE DWGS ACCORDING TO LATEST

STANDARDS. COORDINATE WITH COR FOR LOCATION. SEE SHEET CJ002 FOR FIRE

HYDRANT INSTALLATION DETAIL 18.

23. MAINTAIN A MINIMUM OF 10' HORIZONTALLY BETWEEN WATER AND EXISTING SEWER

CROSS SANITARY SEWER PERPENDICULAR AND IF WATER IS REQUIRED TO LOOP

UNDER SANITARY SEWER DUE TO INSUFFICIENT CLEARANCE, WATER SHALL BE

CASED PER DEQ STANDARDS AND DETAIL 8 ON SHEET CJ001 WITH A MIN 18 INCH

CLEARANCE.

24. STOCKPILE TRENCH MATERIAL AS APPROVED BY COR.

25. COORDINATE WITH COR FOR PREFERENCES OF INSTALLATION FOR FUTURE

MAINTENANCE BASED ON VA COMPUTER AIDED FACILITIES MANAGEMENT SYSTEM

PRIOR TO ANY CONSTRUCTION.

26. THESE PLANS ARE NOT BASED ON ANY GEOTECHNICAL DATA. THE CONTRACTOR

SHALL HIRE A GEOTECHNICAL ENGINEER TO VERIFY SUITABLE SOIL CONDITIONS

FOR SUBGRADE, BACKFILL, COMPACTION, AND TESTING.

27. TRACER WIRE MUST BE SEPARATED ALONG THE VALVE STEM AND PROTECTED IN A

SEPARATE 1/2" PVC PIPE RISER.

28. ENSURE FIRE DEPARTMENT ACCESS VIA ROADWAYS IS MAINTAINED AT ALL TIMES.

29. TEMPORARY LINES OR SEQUENCING ARE NOT SHOWN AS THESE WILL VARY BASED

ON EQUIPMENT, MANPOWER AND/OR EXPERIENCE LEVEL OF GENERAL

CONTRACTING STAFF. GENERAL SEQUENCING NOTES ARE PROVIDED IN THIS

SHEET.

30. PROTECT ALL UTILITIES, FOOTINGS AND OTHER SUBSURFACE WATER FEATURES

NOT INTENDED FOR REPLACEMENT.

31. APPROVED EQUAL PARTS MAY BE SUBSTITUTED FOR WHAT IS SHOWN ON THESE

DWGS WITH PRIOR ENGINEER AND COR'S WRITTEN APPROVAL.

32. CONTRACTOR SHALL CONSTRUCT AND INSTALL ALL FACILITIES THAT FULLY

COMPLY WITH NFPA 24, VERSION 2022.

33. AS APPLICABLE, EXISTING HYDRANTS THAT WILL BE REPLACED, CONTRACTOR

SHALL MEET CURRENT VA SITE DESIGN STANDARDS ACCORDING TO 5.5.6.2. ALL

NEW LATERALS TO FH SHALL BE 6 INCHES.

34. CONTRACTOR TO EVALUATE TEMPORARY WATER SUPPLY IN LIEU OF FIRE WATCH

OPTIONS BASED ON COST AND FEASIBILITY IN ADDITION TO COORDINATION AND

DECISION MAKING WITH THE COR AS APPLICABLE.

35. COORDINATE PHASING AND INSTANCES OF FIRE WATCH WITH COR BASED ON

SEQUENCE OF WORK. CONTRACTOR SHALL REVIEW THE CORS FIRE WATCH PLAN

THAT INCLUDES A SETUP WITH CONTINUOUS PATROLS FIRE EXTINGUISHER

PATROLS, FIRE EXTINGUISHER ACCESS, COMMUNICATION AND DOCUMENTATION

PRIOR TO ANY FIRE SERVICE DISRUPTION.

36. IMMEDIATELY AFTER INSTALLING ANY TEMPORARY LINES TO SUPPLY CONTINUOUS

WATER, CONTRACTOR SHALL VERIFY ALL WATER SYSTEMS ARE ABLE TO FUNCTION

NORMALLY.

37. ENSURE THAT FREE ACCESS FROM THE STREET FOR FIRE HYDRANTS AND THE

SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION IS MAINTAINED AT ALL TIMES.

38. CONTRACTOR SHALL REPLACE ALL SERVICE LINES & APPURTENANCES WITHIN FIVE

(5) FEET OF BUILDING

39. AT ALL UTILITY CROSSING LOCATIONS WHERE WATER LOOPS ANOTHER UTILITY

CONTRACTOR SHALL ENSURE ADEQUATE COVER & CLEARANCE PER TABLE ON THIS

SHEET.

40. CONTRACTOR SHALL SET NEW RIM ELEVATION FLUSH WITH PAVEMENT AND 3"

ABOVE GRADE IN NON-PAVED OR CONCRETE AREAS.

41. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OF 4' ON ALL WATER UNLESS

OTHERWISE SPECIFIED NEAR TUNNEL.

42. FOR CROSSING CONFLICTS WITH NEW UTILITIES AND EXISTING UTILITIES,

CONTRACTOR TO POTHOLE AND LOCATE TOP AND BOTTOM OF EXISTING UTILITIES

AT THE LOCATION OF CROSSING AND COMPARE WITH PLANS. DISCREPANCIES

SHALL BE SENT TO THE ENGINEERING IN WRITING BEFORE STARTING

CONSTRUCTION. UTILITIES SHOWN ON THESE PLANS ARE ASSUMED AND REQUIRE

VERIFICATION.

43. WHERE VERTICAL CLEARANCE BETWEEN TWO UTILITIES LESS THAN 12" EXIST, USE

SLURRY FILL TO CREATE A CUSHION AND POUR WITHIN 5' LATERALLY.MAY BE

ALLOWED WITH WRITTEN APPROVE FROM BOTH ENGINEER AND COR.

44. ALL NEW PIPES ARE C-900 PVC DR18 WITH DUCTILE IRON FITTINGS AND MJ'S.

45. REPLACE ALL 3 ISOLATION VALVES AT EACH TEE OR CROSS WHERE WORK IS BEING

PERFORMED. SEE CASE 2 AND 3 IN THIS SHEET.

46. FIRE WATCH SHALL BE IMPLEMENTED BY COR IF/WHEN FIRE WATER IS NOT

AVAILABLE TO ANY BUILDERS FOR A TIMEFRAME MORE THAN 12 HOURS.

47. RISER PUMPS AND BOOSTER PUMPS ARE ASSUMED TO BE IN GOOD AND

FUNCTIONAL CONDITION.

48. IF TWO DISSIMILAR METALS ARE FOUND. CONTRACTOR TO IMMEDIATELY BRING TO

THE ATTENTION OF THE ENGINEER

49. CONTRACTOR SHALL FIRST VERIFY LATERAL AND APPURTENANCES PRIOR TO

ORDERING MATERIALS.

50. CONTRACTOR TO INSTALL THURST BLOCKS AS APPROPRIATE WITHIN

CONSTRUCTION AREAS PER DETAIL 15 ON SHEET CJ001.

51. VA'S PREFERRED WATER CORRIDORS IS WITHIN ROADS. PIPING TO BE RELOCATED

WITHIN ROAD WHEREVER POSSIBLE.

SURVEY CONTROL

1. SURVEY "SLC VA" PROVIDED BY LAYTON SURVEYS LLC.

2. HORIZONTAL DATUM IS UTAH STATE PLANE NAD 83, CENTRAL ZONE, FOOT.

3. CONTRACTOR TO PROVIDE ALL CONSTRUCTION SURVEY REQUIRED FOR THE

PROJECT.

4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MONUMENT REFERENCE MARKS

WITHIN AND AROUND THE PROJECT.

PRIMARY REFERENCES

1. AS BUILT ONE-LINE DIAGRAM DOMESTIC WATER DRAWINGS BY LRS DATED

MARCH 2022 WAS USED FOR LOCATION AND WATER TYPE AND SIZES

2. VA UTILITY DRAWINGS WERE USED FOR UTILITY LINE LOCATIONS AND TYPE

3. LAYTON SURVEYS MAY 2025 WAS USED FOR CURB AND VALVE LOCATION

4. GPR DATA BY GPRS WAS USED TO GET LIMITED DEPTH INFORMATION OF

WATER.

5. INTERVIEWS, SITE DATA AND ELECTRONIC DETAILS WERE ALSO OBTAINED AND

USED TO PLAN THE WORK.

6. ACTUAL ON-SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR

TO ANY ORDERING OR BEGINNING WORK. ADDITIONALLY, THE CONTRACTOR

SHALL PHYSICALLY LOCATE ALL UTILITIES WITHIN 20' OF WORK AREA.

EROSION PROTECTION

1. CONTRACTOR SHALL PROTECT ALL INLETS FROM EROSION USING SANDBAGS,

WADDLES, OR OTHER MEASURE TO PREVENT SOIL FROM ENTERING THE

STORMDRAIN SYSTEM PRIOR TO ANY GRADING OR EXCAVATION ACTIVITIES FOR

BOTH DEMO AND NEW FACILITIES.

2. CONTROL STOCKPILE OF MATERIALS BY USING DUST CONTROL MEASURES BY

EITHER APPLYING WATER OR COVER TO PREVENT DUST.

3. ENSURE VEHICLES ARE NOT TRACKING SOIL ONTO PUBLIC ROADS.

4. PROVIDE BARRIERS AROUND ALL INLETS DOWNSLOPE OF ANY DISTURBED SOIL.

5. CONTRACTOR TO PREPARE AND ADHERE TO A PROJECT SPECIFIC SWPPP

DURING THE ENTIRE CONSTRUCTION TIMELINE UNTIL FINAL STABILIZATION.

6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE ALL TEMPORARY

EROSION CONTROL AND MAINTENANCE.

7. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S

EXPENSE, TO MINIMIZE ANY DUST NUISANCE.

8. MATERIAL AND EQUIPMENT STAGING SHALL BE DONE ACCORDING TO COR.

CASE I-NEW VALVES ON EXISTING PIPE

CASE II-NEW VALVES WITH NEW PIPE

CASE III-REPLACEMENT VALVES ON EXISTING PIPE (WITH ADJACENT PIPELINE

REPLACEMENT)

VALVE CASE DEFINITIONS:

GENERAL INSTALLATION STEPS FOR NEW VALVES:

· PHYSICALLY VERIFY PIPE BY LOCATING OF CENTER OF NEW VALVE, CONFIRM PIPE

SIZE, MATERIAL, AND PRESSURE CLASS.

OCASE I, II

· MATCH VALVE TYPE TO SYSTEM FUNCTION (ISOLATION/CONTROL).

OCASE I, II, III

· VERIFY METAL COMPATIBILITY FLANGE CONNECTIONS AND CHOOSE APPROPRIATE

CONNECTION METHOD.

OCASE I, III

· ORDER FLANGE(S), VALVE, BOX, AND APPURTENANCES

OCASE I, III

· PLAN SHUTDOWN OR BYPASS IF NEEDED.

OCASE I, II, III

· EXCAVATE AND INSTALL DUCTILE IRON FLANGE ON BOTH SIDES MINIMUM DISTANCE

OF 15'

OCASE I, III

· ISOLATE THE SYSTEM WHERE THE VALVE IS BEING REPLACED. PROVIDE PROPER

NOTIFICATION AND ADVANCED NOTICE. CONFIRM OPERATIONS AND COR HAVE

AUTHORIZED IN WRITING. INSTALL VALVE AND APPURTENANCES PER

MANUFACTURER'S SPECIFICATIONS AND WITH PROPER ORIENTATION AND SUPPORT

OCASE I, II, III

· PROVIDE JOINT RESTRAINT AND ACCESS (VAULT/BOX) AS REQUIRED.

OCASE I, II, III

· PRESSURE TEST AND CONFIRM VALVE OPERATION. TEST FOR LEAKS AND FUNCTION

POST-INSTALL.

OCASE I, II, III

· CAREFULLY BACKFILL AREA AND PROVIDE COMPACTION

OCASE I, II, III

· RECORD VALVE DATA AND GPS LOCATION. LABEL AND DOCUMENT VALVE LOCATION.

INCLUDE IN AS-BUILTS AND O&M RECORDS.

OCASE I, II, III

ABBREVIATIONS

ABC AGGREGATE BASE COURSE

AWWA AMERICAN WATER WORKS ASSOCIATIONS

BLDG BUILDING

COR CONTRACTOR'S REPRESENTATIVE

CW CHILLED WATER

D DOMESTIC WATER VALVE NAME

DI/DIP DUCTILE IRON PIPE

DW DOMESTIC WATER

E EAST

EL ELEVATION

EPA ENVIRONMENTAL PROTECTION AGENCY

ER EMERGENCY ROOM

EX EXISTING

F/FW FIRE WATER LINE

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

FL FLOW LINE

FLG FLANGE

FT FEET

FW FIRE WATER

HZ HERTZ

KW KILOWATT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MP/CGPP UNKNOWN MATERIAL

N NORTH

PL PROPERTY LINE

PIP PROTECT IN PLACE

PIV POST INDICATOR VALVE

PPE PERSONAL PROTECTIVE EQUIPMENT

PRV PRESSURE REGULATOR VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

REQ REQUIRE

RPM REVOLUTIONS PER MINUTE

S SOUTH

SS SANITARY SEWER

SW SOFT WATER

TYP TYPICAL

UGE UNDERGROUND ELECTRICITY

VA VETERANS AFFAIRS

W WEST

PHASING

1. THE COR SHALL PROVIDE CONTRACTOR WITH INFORMATION ON INTERNAL

REDUNDANCIES TO USE AS TEMPORARY SERVICE WHILE DOMESTIC/FIRE SERVICES ARE

SHUTOFF FROM MAIN LOOPS. COR WILL INFORM CONTRACTOR IF SERVICE NEEDS TO BE

DOWN FOR LESS THAN 2 HOURS TO ENSURE RELIABLE SERVICE IS SUPPLIED PRIOR TO

THESE SERVICE SHUTOFFS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CN001

CIVIL NOTES

15 AUG 2025

KIS

TE

RS S

TTH

ACKER S

T

S VALDEZ DR

S V

ALD

EZ D

R

BENNION BLVD

BAKER

ST

BAKER ST

BENNION BLVD

KIS

TE

RS S

T

KISTERS ST

WAHLEN WAY

W

AH

LE

N W

AY

W

AHLE

N W

AY

HALL ST

HALL ST

VALD

EZ D

R

VALDEZ DR

VALD

EZ D

R

VALD

EZ D

R

TH

ACKER S

T

KISTERS ST

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

WM

WM

W

W

W

W

SHEETCU002

SHEET CU005

SHEET CU003

SHEET CU004

SHEET CU006

FEET

160800 40

1" : 80'

30" X 42" SHEET SIZE

LEGEND

EXISTING DOMESTIC WATER

EXISTING PIV

EXISTING WATER VALVE

EXISTING BACKFLOW PREVENTER

EXISTING BUILDING

EXISTING FIRE HYDRANT

HARD WATER ONLY

EXISTING SOFT WATER

PROPOSED DOMESTIC WATER

HAS SOFT WATER

HARDSCAPE FEATURES

PROPOSED WATER VALVE

INSTALL PARKING BARRIER GATE

AND ADA PATH

SEE DETAIL ON SHEET CI001

REMOVE EXISTING 8" WATERLINE

AND REPLACE WITH 8" C900 WATERLINE

AND REMOVE AND REPLACE ALL JUNCTION

ISOLATION VALVES

REMOVE EXISTING 10" WATERLINE

AND REPLACE WITH 12" C900 WATERLINE

AND REMOVE AND REPLACE ALL JUNCTION

ISOLATION VALVES

REMOVE EXISTING 8" WATERLINE

AND REPLACE WITH 12" C900 WATERLINE

AND REMOVE AND REPLACE ALL JUNCTION

ISOLATION VALVES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CU001

OVERALL PLAN

DIRT PARKING CONTRACTOR STAGING

AREA=9564 SQFT

CONSTRUCTION TRAILER

AREA=2285 SQFT

CAM

PU

S N

ORTH

(R

EF

ER

EN

CE O

NLY

PROPOSED FIRE HYDRANT

PROPOSED FIRE HYDRANT

SEQUENCING NOTES:

1. AREAS OF WORK MAY BE PRIORITIZE IN THE FOLLOWING ORDER:

1.1. HALL ST

1.2. KISTERS ST

1.3. SOUTH CAMPUS ALIGNMENT MAPPING

1.4. BAKER ST

2. THE COR SHALL PROVIDE CONTRACTOR WITH INFORMATION ON INTERNAL

REDUNDANCIES TO USE AS TEMPORARY SERVICE WHILE DOMESTIC/FIRE

SERVICES ARE SHUTOFF FROM MAIN LOOPS. COR WILL INFORM CONTRACTOR

IF SERVICE NEEDS TO BE DOWN FOR LESS THAN 2 HOURS TO ENSURE

RELIABLE SERVICE IS SUPPLIED PRIOR TO THESE SERVICE SHUTOFFS.

3. WORK ON CAMPUS SHALL BE COORDINATED WITH COR TO ENSURE

OPERATIONS OF THE HOSPITAL ARE LEAST IMPACTED AS POSSIBLE. THE

CONTRACTOR SHALL PERFORM WORK BASED ON VARIETY OF VARIABLES

INCLUDING, SCHEDULE OF HOSPITAL, SEASONAL CONSIDERATIONS,

CONTRACTOR’S EQUIPMENT, VA PREFERENCE. SCHEDULE OF WORK

SHALL BE UPDATED WEEKLY AND COORDINATED WITH COR. CRITICAL

FACILITIES WHERE OUTAGES ARE NOT PERMITTED SHALL BE

ESTABLISHED PRIOR TO ANY WORK.

4. CONTRACTOR SHALL VERIFY THAT SOFT WATER IS AVAILABLE FOR USE

AND CAN BE USED AS AN ALTERNATIVE DURING CONSTRUCTION. IF FIRE

FACILITIES ARE DOWN, A 24-HR. FIRE WATCH SHALL BE IMPLEMENTED

UNTIL FIRE WATER SERVICE IS FULLY RESTORED.

5. ADDITIONALLY, CONTRACTOR SHALL CONDUCT A DETAILED SITE

WALK-THROUGH WITH VA FACILITIES STAFF TO CONFIRM WATER MAIN

LOCATIONS, VALVE LOCATIONS, AND CONNECTIONS TO CRITICAL

FACILITIES. THIS WILL ALSO INCLUDE:

5.1. IDENTIFY CRITICAL BUILDINGS (E.G., HOSPITAL WINGS,

LABORATORIES, STERILE SUPPLY) THAT REQUIRE UNINTERRUPTED

WATER SUPPLY.

5.2. SUBMIT AN ISOLATION AND SERVICE CONTINUITY PLAN FOR REVIEW

BY THE VA AND THE CONSTRUCTION MANAGER PRIOR TO

CONSTRUCTION. THIS PLAN SHALL INCLUDE ENOUGH DETAILS THAT

IDENTIFY WHICH VALVES WILL ISOLATE THE WORK AND INCLUDE

SCHEDULES AT EACH WORK AREA.

5.3. EXERCISE (OPEN/CLOSE) EACH VALVE TO CONFIRM IT IS FUNCTIONAL

AND FULLY SHUTS OFF FLOW. CONFIRM COMPLETE ISOLATION BY

OPENING A DOWNSTREAM HYDRANT OR BLOW-OFF WITHIN THE

ISOLATED SECTION TO CHECK FOR RESIDUAL FLOW. IDENTIFY MAIN

BEING REPLACED IS COMPLETELY SEPARATED FROM THE ACTIVE

SYSTEM.

5.4. TAG ALL VALVES WITH UNIQUE IDENTIFIERS BY MARKING EACH

ISOLATION VALVE IN THE FIELD WITH PAINT/FLAGGING FOR EASY

REFERENCE DURING WORK.

5.5. IF ISOLATION IS NOT POSSIBLE WITH EXISTING VALVES, INSTALL

TEMPORARY LINE STOPS OR ADDITIONAL VALVES AS APPROVED IF

TEMPORARY SERVICE IS NOT POSSIBLE.

6. TEMPORARY SURFACE BYPASS LINES (AS NEEDED)

6.1. INSTALL ABOVE-GROUND HDPE OR PVC TEMPORARY WATER SERVICE

LINES SIZED TO MEET DEMAND FOR EACH CRITICAL BUILDING. USE

FLAGGING AND SIGNAGE TO ALERT PEDESTRIANS, OR DRIVERS OF

WORK BEING PERFORMED ACCORDING TO MUTCD.

6.2. CONNECT BYPASS LINES TO THE NEAREST RELIABLE ACTIVE WATER

MAIN USING BACKFLOW PREVENTION DEVICES.

6.3. ROUTE BYPASS LINES TO AVOID VEHICLE TRAFFIC AND PEDESTRIAN

AREAS; PROVIDE APPROPRIATE SIGNAGE, RAMPS, AND PROTECTION.

6.4. PRESSURE-TEST, DISINFECT, AND SAMPLE TEMPORARY LINES PRIOR

TO SERVICE ACTIVATION.

6.5. MAINTAIN DEQ WATER QUALITY STANDARDS DURING CONSTRUCTION

OF TEMPORARY LINES

7. SHUTDOWN NOTIFICATIONS

7.1. PROVIDE WRITTEN NOTIFICATION TO VA FACILITIES STAFF AND

AFFECTED BUILDING MANAGERS AT LEAST 5 DAYS IN ADVANCE OF

ANY PLANNED SHUTDOWN.

7.2. INCLUDE ESTIMATED START AND END TIMES, AFFECTED AREAS, AND

EMERGENCY CONTACT INFORMATION.

7.3. RECONFIRM WITH VA STAFF 24 HOURS PRIOR TO SHUTDOWN.

8. MAINLINE REPLACEMENT WORK

8.1. VERIFY WATER SERVICE IS ACTIVE DURING WORK THROUGH

ALTERNATE SOURCE OR THROUGH TEMPORARY SERVICE

8.2. DRAIN THE ISOLATED SECTION VIA HYDRANTS OR BLOW-OFFS PRIOR

TO CUTTING INTO THE LINE.

8.3. REMOVE AND REPLACE THE MAINLINE SECTION ACCORDING TO

PROJECT DWGS AND SPECIFICATIONS WITHIN THE SAME ALIGNMENT.

8.4. INSTALL NEW VALVES AT DESIGNATED LOCATIONS TO IMPROVE

FUTURE ISOLATION CAPABILITY.

8.5. MAINTAIN CLEAN AND DISINFECTED CONDITIONS DURING ALL TIE-INS.

9. TIE-IN AND SERVICE RESTORATION

9.1. OPEN ISOLATION VALVES GRADUALLY TO AVOID PRESSURE SURGES

AND WATER HAMMER.

9.2. DECOMMISSION AND REMOVE TEMPORARY SURFACE BYPASS LINES

ONCE PERMANENT SERVICE IS RESTORED AND CONFIRMED

OPERATIONAL.

10. POST-CONSTRUCTION VERIFICATION

10.1. EXERCISE AND DOCUMENT ALL NEW AND EXISTING VALVES TO

VERIFY OPERATION.

10.2. UPDATE AS-BUILT DRAWINGS TO REFLECT FINAL VALVE LOCATIONS,

MAIN ALIGNMENTS, AND TIE-INS.

BAKER ST

REPLACE EX TEE AND

INSTALL A 12"X8" CROSS

REPLACE 1" BFP LATERAL

1+76

0+00

1+00

0+50

1+50

4740'

4750'

4760'

4740'

4750'

4760'

-0+10 0+00 0+50 1+00 1+50 1+85

EX SURFACE

ABOVE NEW WATERLINE

(FROM UGRC LIDAR 2024)

12IN X 8IN CROSS

12 IN PVC C900

12 IN PVC C900

12 IN PVC C900

12X12X12IN TEE

12IN 45° BEND

12IN GATE VALVE

12 IN PVC C900

12IN 11.25° BEND

EXISTING DOMESTIC WATER

EXISTING SOFT WATER

EXISTING HARDSCAPE FEATURES

PROPOSED WATER VALVE

PROPOSED DOMESTIC WATER

FEET

20100 5

1" : 10'

30" X 42" SHEET SIZE

EXISTING FIBER OPTIC

EXISTING STORMDRAIN

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICITY

EXISTING GAS

S EXISTING SANITARY SEWER MANHOLE

EXISTING STORMDRAIN MANHOLE

EXISTING STORMDRAIN INLET

REPLACE FIRE HYDRANT, SEE FIRE HYDRANT INSTALLATION DETAIL ON SHEET CJ001

REPLACE POST INDICATOR VALVE, INSTALLATION DETAIL ON SHEET CJ001

REPLACE EXISTING 10" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 8" C900

REPLACE EXISTING 6" SERVICE LINE WITH 6" C900

INSTALL 12" GATE VALVE

INSTALL 8" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 11.25° DIP FITTING

INSTALL 22.5° DIP FITTING

INSTALL 45° DIP FITTING

INSTALL 90° DIP FITTING

INSTALL DIP TEE

WATERLINE TO LOOP STORMDRAIN

WATERLINE TO LOOP SANITARY SEWER

WATERLINE TO LOOP ELECTRICAL LINE

WATERLINE TO LOOP GAS LINE

WATERLINE TO LOOP WATERLINE

WATERLINE TO LOOP FIBER OPTIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CU002

BAKER ST 12" WATERLINE

REQUIRED WATERLINE SEPARATION

HORIZONTAL VERTICAL TYPICAL DEPTH

ELEC/COM 3' 2' 2'

CHILLED WATER 6' 18" 4-6'

GAS 5' 12" 2-4'

SD 5' 18" 5-6'

SS 10' 18" 6-9'

FIBER 3' 2' 2'

*5.2.8 AND 5.2.9 PG 18-10 SITE DESIGN MANUAL

CONTRACTOR SHALL VERIFY DEPTHS

ELECTRICAL IS TYPICALLY BURIED IN A CONCRETE DUCTBANK

NOTE:

1. CROSSING UTILITIES SHOWN AS TYPICAL AND CONVENTIONAL DEPTH ARE UNKNOWN,

CONTRACTOR TO VERIFY.

EXISTING BACKFLOW PREVENTER

4730'

4740'

4750'

4760'

4730'

4740'

4750'

4760'

-0+10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+18

EX UGE

EX GAS

EX SS

EX SD

8IN PVC C900

8IN PVC C900

8IN GATE VALVE

8IN X 6IN TEE

8IN PVC C900

8IN GATE VALVE

EX SURFACE

ABOVE NEW WATERLINE

(FROM UGRC LIDAR 2024)

EX FIBER

EX SW 8IN X 6IN TEE

8IN PVC C900

8IN PVC C900

8IN 45° BEND

8IN 45° BEND

8IN PVC C900

8IN 45° BEND

8IN 45° BEND

8IN 45° BEND

8IN PVC C900

8IN X 6IN TEE

12IN X 8IN TEE

8IN X 6IN TEE

8IN PVC C900

W

AH

LE

N

W

AY

HALL ST

4+16

0+00 1+00 2+00

3+00 4+00

0+50 1+50

2+50 3+50

S

S

FEET

40200 10

1" : 20'

30" X 42" SHEET SIZE

REPLACE FIRE HYDRANT, SEE FIRE HYDRANT INSTALLATION DETAIL ON SHEET CJ001

REPLACE POST INDICATOR VALVE, INSTALLATION DETAIL ON SHEET CJ001

REPLACE EXISTING 10" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 8" C900

REPLACE EXISTING 6" SERVICE LINE WITH 6" C900

INSTALL 12" GATE VALVE

INSTALL 8" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 11.25° DIP FITTING

INSTALL 22.5° DIP FITTING

INSTALL 45° DIP FITTING

INSTALL 90° DIP FITTING

INSTALL DIP TEE

WATERLINE TO LOOP STORMDRAIN

WATERLINE TO LOOP SANITARY SEWER

WATERLINE TO LOOP ELECTRICAL LINE

WATERLINE TO LOOP GAS LINE

WATERLINE TO LOOP WATERLINE

WATERLINE TO LOOP FIBER OPTIC

EXISTING DOMESTIC WATER

EXISTING SOFT WATER

EXISTING HARDSCAPE FEATURES

PROPOSED WATER VALVE

PROPOSED DOMESTIC WATER

EXISTING FIBER OPTIC

EXISTING STORMDRAIN

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICITY

EXISTING GAS

S EXISTING SANITARY SEWER MANHOLE

EXISTING STORMDRAIN MANHOLE

EXISTING STORMDRAIN INLET

PROPOSED PIV

PROPOSED FIRE HYDRANT

EXISTING CHILLED WATER/STEAM

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING BACKFLOW PREVENTER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CU003

HALL ST 8" WATERLINE

REQUIRED WATERLINE SEPARATION

HORIZONTAL VERTICAL TYPICAL DEPTH

ELEC/COM 3' 2' 2'

CHILLED WATER 6' 18" 4-6'

GAS 5' 12" 2-4'

SD 5' 18" 5-6'

SS 10' 18" 6-9'

FIBER 3' 2' 2'

*5.2.8 AND 5.2.9 PG 18-10 SITE DESIGN MANUAL

CONTRACTOR SHALL VERIFY DEPTHS

ELECTRICAL IS TYPICALLY BURIED IN A CONCRETE DUCTBANK

NOTE:

1. CROSSING UTILITIES SHOWN AS TYPICAL AND CONVENTIONAL DEPTH ARE UNKNOWN,

CONTRACTOR TO VERIFY.

4720'

4740'

4750'

-0+10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

EX SS

EX SD

EX SW

12 IN PVC C900

12IN GATE VALVE

12 IN PVC C900

12IN X 6IN TEE

12 IN PVC C900

12IN GATE VALVE

12 IN PVC C900

12IN 45° BEND

12IN 45° BEND 12IN 45° BEND

12IN 45° BEND

EX SURFACE

ABOVE NEW WATERLINE

(FROM UGRC LIDAR 2024)

30'LX3'W, 4" THICK CONCRETE SLAB CENTERED OVER WATER

EX. TUNNEL

12IN X 6IN TEE

12 IN PVC C900

12IN X 6IN TEE

12 IN PVC C900

12IN X 6IN TEE

12IN 45° BEND

12 IN PVC C900

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900 12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12IN 45° BEND

EX CW

EX CW

12IN X 6IN TEE

12 IN PVC C900

12 IN PVC C900 12 IN PVC C900

12IN 45° BEND

12IN 45° BEND

12 IN PVC C900

12 IN PVC C900

CONTRACTOR SHALL PROVIDE 24" OF FILL

4"

24" MIN COVERAGE

4"

SLURRY FILL

TH

AC

KE

R

S T

KISTERS ST

CONTRACTOR TO TIE THE FIRE

HYDRANT LATERAL TO THEHORIZONTAL POSITION OF THE MAINLINE, SUBMIT SHOP DRAWING FOR

APPROVAL

REPLACE 1" BFP LATERAL

REPLACE 1" BFP LATERAL

0+00 1+00

2+00 3+00

0+50

1+50

2+50

S

S

S

SS

S

FEET

40200 10

1" : 20'

30" X 42" SHEET SIZE

EXISTING DOMESTIC WATER

EXISTING SOFT WATER

EXISTING HARDSCAPE FEATURES

PROPOSED WATER VALVE

PROPOSED DOMESTIC WATER

EXISTING FIBER OPTIC

EXISTING STORMDRAIN

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICITY

EXISTING GAS

S EXISTING SANITARY SEWER MANHOLE

EXISTING STORMDRAIN MANHOLE

EXISTING STORMDRAIN INLET

PROPOSED PIV

PROPOSED FIRE HYDRANT

EXISTING CHILLED WATER/STEAM

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING BACKFLOW PREVENTER

REPLACE FIRE HYDRANT, SEE FIRE HYDRANT INSTALLATION DETAIL ON SHEET CJ001

REPLACE POST INDICATOR VALVE, INSTALLATION DETAIL ON SHEET CJ001

REPLACE EXISTING 10" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 8" C900

REPLACE EXISTING 6" SERVICE LINE WITH 6" C900

INSTALL 12" GATE VALVE

INSTALL 8" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 11.25° DIP FITTING

INSTALL 22.5° DIP FITTING

INSTALL 45° DIP FITTING

INSTALL 90° DIP FITTING

INSTALL DIP TEE

WATERLINE TO LOOP STORMDRAIN

WATERLINE TO LOOP SANITARY SEWER

WATERLINE TO LOOP ELECTRICAL LINE

WATERLINE TO LOOP GAS LINE

WATERLINE TO LOOP WATERLINE

WATERLINE TO LOOP FIBER OPTIC

SEE C

O

N

TIN

U

ATIO

N O

N C

U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CU004

KISTERS ST 12" WATERLINE

REQUIRED WATERLINE SEPARATION

HORIZONTAL VERTICAL TYPICAL DEPTH

ELEC/COM 3' 2' 2'

CHILLED WATER 6' 18" 4-6'

GAS 5' 12" 2-4'

SD 5' 18" 5-6'

SS 10' 18" 6-9'

FIBER 3' 2' 2'

*5.2.8 AND 5.2.9 PG 18-10 SITE DESIGN MANUAL

CONTRACTOR SHALL VERIFY DEPTHS

ELECTRICAL IS TYPICALLY BURIED IN A CONCRETE DUCTBANK

NOTE:

1. CROSSING UTILITIES SHOWN AS TYPICAL AND CONVENTIONAL DEPTH ARE UNKNOWN,

4720'

4740'

4750'

3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+20

EX UGE

EX SS

EX GAS

EX GAS

EX SD

12IN GATE VALVE

12 IN PVC C900

12X12X12IN TEE

EX SD

EX SD

EX GAS

12 IN PVC C900

12IN X 6IN TEE

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12 IN PVC C900

12IN 45° BEND

12IN 45° BEND

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12IN 45° BEND

12 IN PVC C900

12IN X 6IN TEE

12 IN PVC C900

12IN X 6IN TEE

12 IN PVC C900

12IN 45° BEND

KI

ST

ER

S

ST

KISTERS ST

REPLACE 1" BFP LATERAL

8+14 4+00

5+00 6+00

7+00

8+00

3+50

4+50

5+50 6+50

7+50

S

S

S

FEET

40200 10

1" : 20'

30" X 42" SHEET SIZE

EXISTING DOMESTIC WATER

EXISTING SOFT WATER

EXISTING HARDSCAPE FEATURES

PROPOSED WATER VALVE

PROPOSED DOMESTIC WATER

EXISTING FIBER OPTIC

EXISTING STORMDRAIN

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICITY

EXISTING GAS

S EXISTING SANITARY SEWER MANHOLE

EXISTING STORMDRAIN MANHOLE

EXISTING STORMDRAIN INLET

PROPOSED PIV

PROPOSED FIRE HYDRANT

EXISTING CHILLED WATER/STEAM

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING BACKFLOW PREVENTER

REPLACE FIRE HYDRANT, SEE FIRE HYDRANT INSTALLATION DETAIL ON SHEET CJ001

REPLACE POST INDICATOR VALVE, INSTALLATION DETAIL ON SHEET CJ001

REPLACE EXISTING 10" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 12" C900

REPLACE EXISTING 8" WATERLINE WITH 8" C900

REPLACE EXISTING 6" SERVICE LINE WITH 6" C900

INSTALL 12" GATE VALVE

INSTALL 8" GATE VALVE

INSTALL 6" GATE VALVE

INSTALL 11.25° DIP FITTING

INSTALL 22.5° DIP FITTING

INSTALL 45° DIP FITTING

INSTALL 90° DIP FITTING

INSTALL DIP TEE

WATERLINE TO LOOP STORMDRAIN

WATERLINE TO LOOP SANITARY SEWER

WATERLINE TO LOOP ELECTRICAL LINE

WATERLINE TO LOOP GAS LINE

WATERLINE TO LOOP WATERLINE

WATERLINE TO LOOP FIBER OPTIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CU005

KISTERS ST 12" WATERLINE

REQUIRED WATERLINE SEPARATION

HORIZONTAL VERTICAL TYPICAL DEPTH

ELEC/COM 3' 2' 2'

CHILLED WATER 6' 18" 4-6'

GAS 5' 12" 2-4'

SD 5' 18" 5-6'

SS 10' 18" 6-9'

FIBER 3' 2' 2'

*5.2.8 AND 5.2.9 PG 18-10 SITE DESIGN MANUAL

CONTRACTOR SHALL VERIFY DEPTHS

ELECTRICAL IS TYPICALLY BURIED IN A CONCRETE DUCTBANK

NOTE:

1. CROSSING UTILITIES SHOWN AS TYPICAL AND CONVENTIONAL DEPTH ARE UNKNOWN,

WAHLEN WAY

W

AH

LE

N W

AY

S

S

S

S

S

S

S

S

S

S S

S

WM

WM

W

W

W

W

EX 10" WATERLINE

EX 12" WATERLINE

EX 10" WATERLINE

EX 10" WATERLINE

EX 8" WATERLINE

EX 12" WATERLINE

EX 12" WATERLINE

EX 4" WATERLINE

EX 12" WATERLINE

EX MAIN MANIFOLD

IS ENCASED IN

CONCRETE

FEET

20200 5

1" : 20'

30" X 42" SHEET SIZE

NOTES:

1. CONTRACTOR SHALL COORDINATE WITH COR TO

CONFIRM SELECTION VALVE REPLACEMENT.

2. CONTRACTOR TO TEST VALVES AND PIPES TO VERIFY

LEVEL OF FUNCTION PRIOR TO REPLACING.

3. CONTRACTOR TO SUPPLY AS-BUILT TO THE VA WHICH

ARE TO INCLUDE PIPE SIZES AND VECTOR DIRECTION OF

PIPE CONNECTED TO THE REPLACED VALVES.

4. CONTRACTOR TO COORDINATE WITH COR AND

MAINTENANCE STAFF FOR ANY DESIRED GPR MAPPING

PRIOR TO BACKFILL.

5. VALVE LOCATIONS ARE CONFIRMED WITH SURVEY THAT

ARE SHOWN ON THIS PLAN TO BE REPLACED.

6. DOMESTIC WATER PIPE LAYOUT SHOWN IN THIS PLAN IS

DIAGRAMMATIC AND FOR REFERENCE ONLY

7. AFTER EXCAVATION CONTRACTOR SHALL HIRE GPR

CAMERA TECHNICIAN TO RUN CAMERA THROUGH ALL

EXCAVATED PIPES AND EXTEND AS FAR AS POSSIBLE.

AFTERWARDS CONTRACTOR SHALL HIRE SURVEYOR TO

CAPTURE MAPPED ALIGNMENTS OF LOCATED PIPE AND

SUBMIT TO VA FOR AS-BUILT RECORDS.

8. CONTRACTOR, COR, AND MAINTENANCE STAFF TO

EVALUATE EXPOSED VALVES AND REPLACE AS NEEDED.

FOLLOWING CASE 1 REPLACEMENT PROCEDURES. DO

FOR ESTIMATING PURPOSES A TOTAL OF 5 VALVES WILL

BE REPLACED AS BUDGET ALLOWS.

9. 7.PIPES USED WITH EXPLORATION CAMERA MUST BE

ISOLATED AND STATIC. COORDINATE WITH TECHNICIAN

BEFORE VISIT TO UNDERSTAND ONSITE CONDITIONS.

SOURCES:

1. LRS (WATER LINES) 2022

2. SURVEY OF VALVES PROVIDED BY LAYTON SURVEYS

(2025)

LEGEND

EXISTING DOMESTIC WATER

EXISTING SOFT WATER

EXISTING HARDSCAPE FEATURES

EXISTING SURVEYED WATER VALVE

EXISTING FIBER OPTIC

EXISTING STORMDRAIN

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRICITY

EXISTING GAS

S EXISTING SANITARY SEWER MANHOLE

EXISTING STORMDRAIN MANHOLE

EXISTING STORMDRAIN INLET

EXISTING FIRE HYDRANT

EXISTING WATER VALVE (AS-BUILT DWGS)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPDESIGNER OF RECORD

7 8 9 10321 4 5 6

SHEET TO BE VIEWED AND PRINTED IN COLOR

660-23-101

SALT LAKE CITY, UT

Revisions: Date:

JDH SM

324 S. State Street, Suite 444 Salt Lake City, UT 84111 www.rdcea.com 385-549-8799

HCF Corporation 8184 South Highland Drive, Suite C-7

Sandy, Utah 84093 385-351-4886 https://hcfcorp.com

REHABILITATE DOMESTIC

WATER LINES

100% DESIGN

AUGUST 8, 2025

CU006

VALVE REPLACEMENT

EXCAVATE 510 SQFT

TO A 6' DEPTH WITHIN

LANDSCAPING AREA

AND LOCATE ALL PIPES

EXCAVATE 8913 SQFT

TO A 6' DEPTH WITHIN

LANDSCAPING AREA

AND LOCATE ALL PIPES

EXPLORE 9,762 SQFT WITHIN

CONCRETE AREA WITH ASSISTANCE

FROM GPR COMPANY TO LOCATE ALL

PIPES AFTER EXCAVATION OF SINGLE

VALVE EXPLORE 1,500 LF OR AS FAR AS

POSSIBLE, WHICHEVER IS GREATER

W

WM EXISTING SURVEYED WATER METER

EXISTING SURVEYED WATER MANHOLE

EXPLORATION AREAS

SPECIAL NOTE:

1. CONTRACTOR SHALL

PROTECT EXISTING

UTILITIES WITHIN

EXCAVATION AREA

PROVIDE 2 INCH CONDUIT

FOR DATA AND 3 INCH

CONDUIT FOR POWER

BOTH BURIED A MIN OF

24" DEEP. MAINTAIN A MIN

SPACING OF 12"

BETWEEN THE LINES.

CARD/PIN ACCESS AND POLICE

COMMUNICATION. PROVIDE 4" BOLLARDS

AS SHOWN. PEDESTAL TO HAVE TWO HID

SIGNOS KEYPAD ACCESS CONTROL

CARD READERS INTERFACED TO THE

ACCESS CONTROL SYSTEM.

' C

EN

TE

R

GAT

ES

IN

S

TR

EE

T

DO

W

N

LO

OP

6' x 6 ' E

AC

H

W

AY

CU

T

TO

F

IT

3.0'

3.0'

1.3'

1.3'

CARD ACCESS

INGRESS

PASSIVE

EGRESS

2'X2' WIDE 42" TALL

REINFORCED CONCRETE BASE.

#3 REBAR - BOTH WAYS. TOP OF

CONCRETE TO BE FLUSH WITH

TOP OF ASPHALT.

10' MIN

E

9' M

IN

BO

TH

SI

DE

S

24" CURB AND GUTTER

6'

SI

DE

W

AL

K

DOORKING

MODEL 1601

- TWO

GATES

EACH WAY

(TYP)

INSTALL 6' X 6'

LOOP AT THE

EOC

INSTALL 6' X 6'

LOOP AT THE

EOC

NO

T A

W

AL

KW

AY

NO

T A

W

AL

KW

AY

NOT A WALKWAY

NOT A WALKWAY

4" BOLLARD

(TYP)

ADD PEDESTRIAN

RAMP PER STD SD

320523-02

SEE SHEET CJ002

DETAIL 19

CURB TO BE

DEMOED

PROPOSED

CROSSWALK

STRIPING (TYP)

EXISTING ADA CURB RAMP

CONTRACTOR SHALL PROVIDE ACCESS

PLAN PER ADA STANDARDS FOR

APPROVAL PRIOR TO CONSTRUCTION

COMPONENTS LEGEND

PK PARKING BARRIER OPERATOR: DOORKING

MODEL 1601-381 OR 1601-481 PER COR

PB PHOTO BEAM: DOORKING MODEL 8080-057

RE REVERSING EDGE: MODEL 8080-096

VL

VEHICLE DETECTING LOOP - DOORKING 94 -

010 SERIES OR OTHERWISE SPECIFIED BY

MANUFACTURER AND APPROVED BY COR

MP MOUNTING POST: BY PEDESTAL PRO MODEL:

72-DSP-3-04-04. CUSTOM OPTIONS PER COR

VEHICLE LANE

Model: 1601 Parking Barrier Arm with 14' aluminum arm kit.

REVERSING EDGE

FRONT VIEW

CONCRETE

PAD

DOOR-SIDE VIEW SIDE VIEW

CONCRETE

PAD

CONCRETE

PAD

ST

RE

ET

S

ID

E

Conduit Area

PHOTO-BEAM LOCATION

MAXIMUM 27" ABOVE PAVEMENT

DoorKing 1601 DoorKing

DoorKing

TWO GATES EACH WAY - CUT TO FIT

LIT REVERSING EDGE MODEL: 8080-096

16" MIN

16" MIN

24"14.5"

10.5" 24"

14.5" 10.5"

36"

39.6"

4"

14.5" 24"

36"

39.6"

4"

24" 24"

14.5"15"

GATE NOTES:

1. VA SPECIFICATIONS GOVERN OVER ANY INFORMATION SHOWN ON THE PLANS OR IN

THE ASSOCIATED NOTES.

2. VERTICAL POSTS/BOLLARDS SHALL BE MINIMUM OF SIX FEET AWAY FROM GATE ARMS.

3. INSTALL PRODUCTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND APPROVED

SUBMITTAL DRAWINGS. WHEN MANUFACTURER'S INSTRUCTIONS DEVIATE FROM

SPECIFICATIONS, SUBMIT PROPOSED RESOLUTION FOR CONTRACTING OFFICER'S

REPRESENTATIVE CONSIDERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

ADDITIONAL WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. TOUCH UP ANY DAMAGED FACTORY FINISHES: REPAIR PAINTED SURFACES WITH

TOUCH UP PAINT.

5. GATE WILL OPEN UPON ENTRY WHEN ACTIVATED BY THE ACCESS CONTROL DEVICE.

WHEN VEHICLE PASSES AND CLEARS CLOSE LOOP GATE WILL CLOSE.

6. PROVIDE EMERGENCY KNOX BOX PER SALT LAKE CITY FIRE DEPARTMENT STANDARDS.

7. CONTRACTOR TO VISIT SITE AND DISCUSS PREFERRED GATE OPTIONS WITH COR

PRIOR TO BIDDING. FOR FURTHER PRODUCT DETAILS/OPTIONS SEE:

HTTPS://WWW.DOORKING.COM/SITES/DEFAULT/FILES/DOWNLOADS/SECTION%20A1_MAR_2023_12-13-23.PD

8. CONTRACTOR TO FOLLOW 323140 HIGH SECURITY FENCES AND GATES SPEC

9. WHEN MANUFACTURER'S INSTRUCTIONS DEVIATE FROM SPECIFICATIONS, SUBMIT

PROPOSED RESOLUTION FOR CONTRACTING OFFICER'S REPRESENTATIVE

CONSIDERATION.

10. EXCAVATE FOR CONCRETE EMBEDDED ITEMS.

11. SET POSTS IN CONCRETE…