18861_02-20-26_Staunton Park Facilites Improvments - Project Drawings.pdf

PDF 19 MB Posted May 1, 2026

Attached to: CITY OF STAUNTON PARK FACILITIES IMPROVEMENTS
Solicitation number: IFB-119470
Issued by: Arlington County, Strasburg Town, Virginia

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Written by GovTribe AI · May 4, 2026

Summary of City of Staunton Park Facilities Improvements Project

This is a comprehensive architectural and engineering drawing set for the City of Staunton's Park Facilities Improvements project, involving three distinct renovation and construction initiatives across municipal park properties. The project encompasses the renovation of two existing restrooms at Gypsy Hill Park to achieve American with Disabilities Act (ADA) compliance and the construction of a new restroom facility; the renovation of two restroom buildings at Montgomery Hall Park with ADA modifications and the addition of a restroom and shower facility to the pool house; and the demolition of a deteriorated 560 square-foot addition to the historic Gypsy Hill Pump House with reconstruction of a 520 square-foot addition containing new ADA-compliant restrooms and office space. The project documentation, prepared by Thompson & Litton in association with the City of Staunton, was issued for bids on May 1, 2026, with a document date of February 20, 2026. The drawings include detailed specifications for structural, architectural, civil, plumbing, mechanical, and electrical systems, governed by the 2021 Virginia Construction Code, Virginia Existing Building Code, and ADA standards for accessible design.

The project specifications detail construction requirements including site work, erosion and sediment control, building demolition and reconstruction, utility coordination, and ADA-compliant fixture installations across all three locations. Work encompasses concrete foundations and slabs, masonry construction with brick veneer, metal roofing, aluminum gutters and downspouts, GWB ceiling systems, plumbing systems with water heaters and floor drains, HVAC equipment including split-system heat pumps and exhaust fans, and electrical systems with panelboards, lighting fixtures, receptacles, and occupancy sensors. The project requires coordination among multiple trades and compliance with fire-rated construction in corridors, proper drainage systems with French drains for condensate lines, and material selections subject to owner approval. All permits are waived by the City of Staunton, with contractors responsible for verifying existing site conditions and field-coordinating work with other trades to ensure proper installation and system functionality.

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Other files

File	Type	Posted
18861 Project Manual Issued for Bids Volume IV.pdf	PDF	May 1, 2026
18861 Project Manual Issued for Bids Volume III.pdf	PDF	May 1, 2026
18861 Project Manual Issued for Bids Volume I .pdf	PDF	May 1, 2026
18861 Project Manual Issued for Bids Volume II.pdf	PDF	May 1, 2026

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PROJECT DESCRIPTION:

PROJECT INCLUDES

• THE RENOVATION OF TWO EXISTING RESTROOMS AT GYPSY HILL PARK TO COMPLY WITH

THE AMERICAN WITH DISABILITIES ACT AND THE CONSTRUCTION OF A NEW RESTROOM

FACILITY.

• THE RENOVATION OF TWO RESTROOM BUILDINGS TO COMPLY WITH THE AMERICAN WITH

DISABILITIES ACT AND ADDITION OF A RESTROOM AND SHOWER TO THE POOL HOUSE AT

MONTGOMERY HILL PARK.

• BID ALTERNATE NO. 1: THE GYPSY HILL PUMP HOUSE IS A 3,970 SF HISTORIC BUILDING

LOCATED IN THE CITY OF STAUNTON, VIRGINIA. THE SCOPE OF THIS PROJECT INCLUDES THE

DEMOLITION OF A 560 SF ADDITION TO THE EXISTING BUILDING DUE TO THE

DETERIORATION OF THE STRUCTURE AND THE COMPROMISED FOUNDATION. THE SCOPE

ALSO INCLUDES REBUILDING A 520 SF ADDITION TO THE BUILDING WHICH INCLUDES NEW

ADA RESTROOMS AND OFFICE SPACE.

CODES & REGULATIONS

2021 VIRGINIA EXISTING BUILDING CODE, (VEBC)

2021 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF THE VIRGINIA UNIFORM

STATEWIDE BUILDING CODE (VUSBC)

2017 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2021 INTERNATIONAL BUILDING CODE

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA PLUMBING CODE

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADAAG)

CITY OF STAUNTON

PREPARED FOR

PROJECT LOCATIONS

FOR STRUCTURAL ONLY FOR ELECTRICAL ONLYFOR CIVIL ONLY FOR ARCHITECTURAL & LIFE

SAFETY ONLY

FOR PLUMBING AND

MECHANICAL ONLY

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

VICINITY MAP

726 Auburn Avenue

Radford, Virginia 24141

P: (540) 633-1897, F: (540) 633-1896 www.T-L.com

EST. 1956 LOCATION MAP

M C

U se rs

\k a th ry n fo st e r\

D o cu m e n ts \1

S ta u n to n

P a rk F a ci lit e s Im p ro v m e n ts C o ve r V kf o st e rW

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18861

02/20/2026

PROJECT NO.: 18861

KCF

EFS

CITY OF STAUNTON PARK FACILITIES IMPROVEMENTS

GYSPY HILL PARK AND MONTGOMERY HALL PARK IMPROVMENTS

600 CHURCHVILLE AVE AND 1000 MONTGOMERY AVE,

STAUNTON, VA

KENTUCKY

TENNESSEE

NORTH CAROLINA

VIRGINIA

WEST

VIRGINIA

WASHINGTON

D.C.

NASHVILLE

FRANKFORT

CHARLESTON

RICHMOND

RALEIGHKNOXVILLE

CHATTANOOGA

ASHEVILLE

CHARLOTTE

ROANOKE

BLUEFIELD

TAZEWELL

ABINGDON

BRISTOL

BIG STONE GAP

HARLAN

NORTON

RICHLANDS

GRUNDY

PRINCETON

LEXINGTON

STAUNTON

PROJECT LOCATION

02/20/2026

N o

D a te

P u rp o se o f D o cu m e n t

Is su e

DOCUMENT DATE: 02/20/2026

ISSUED FOR BIDS: 05/01/2026

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

02/20/2026

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

S ta u n to n P a rk

F a ci lit e s

Im p ro v m e n ts

C o ve r

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B .r v t

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KCF

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18861

02/20/2026

SHEET INDEX

SHEET NAME SHEET NUMBER

GENERAL

TITLE SHEET G001

SHEET INDEX G002

SHEET INDEX

SHEET NAME SHEET NUMBER

MONTGOMERY HALL PARK POOL HOUSE AND RESTROOMS

TITLE SHEET G004

PROJECT INFORMATION AND DATA, NOTES, AND LEGENDS G005

CIVIL

GENERAL NOTES, EROSION AND SEDIMENT CONTROL NOTES, AND LEGENDS C001

EXISTING CONDITIONS C100

DEMOLITION PLANS C101

SITE PLAN C200

GRADING PLAN C300

EROSION & SEDIMENT CONTROL PLAN C400

SITE DETAILS C500

EROSION AND SEDIMENT CONTROL DETAILS C501

ARCHITECTURAL

POOL HOUSE DEMOLITION AND NEW WORK PLANS A101

POOL HOUSE REFLECTED CEILING AND ROOF PLANS A102

RESTROOM 1 AND 2 DEMOLITION, NEW WORK AND ROOF PLANS A103

POOL HOUSE EXTERIOR ELEVATIONS AND BUILDING SECTIONS A201

RESTROOM 1 AND 2 EXTERIOR ELEVATIONS A202

DOOR AND FINISH SCHEDULES, NOTES, LEGENDS, AND DETAILS A601

STRUCTURAL

GENERAL NOTES AND DESIGN CRITERIA S001

FOUNDATION/SLAB AND ROOF FRAMING PLANS S100

TYPICAL DETAILS S200

SECTIONS S300

PLUMBING

PLUMBING NOTES, SCHEDULES & SPECIFICATION P001

DETAILS P002

WASTE & VENT PIPING PLAN -DEMO P101

WASTE & VENT PIPING PLAN -RENO P102

WATER PIPING PLAN -DEMO P103

WATER PIPING PLAN -RENO P104

MECHANICAL

HVAC SPECIFICATIONS, NOTES & LEGEND M001

HVAC DETAILS M002

MECHANICAL FLOOR PLANS & SCHEDULES M101

ELECTRICAL

ELECTRICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES E001

ELECTRICAL SPECIFICATIONS E002

POOL HOUSE LIGHTING AND POWER PLANS E101

RESTROOM 1 LIGHTING AND POWER PLANS E102

RESTROOM 2 LIGHTING AND POWER PLANS E103

ELECTRICAL SCHEDULES AND DETAILS E701

SHEET INDEX

SHEET NAME SHEET NUMBER

GYPSY HILL PARK PUMP HOUSE RENOVATIONS BID ALTERNATE NO. 1

TITLE SHEET G006

LIFE SAFETY

PROJECT INFOMATION, LEGENDS, AND LIFE SAFETY PLAN LS101

ARCHITECTURAL

DEMOLITION FLOOR PLAN AD101

NEW WORK FLOOR PLAN A101

REFLECTED CEILING PLAN A102

ROOF PLAN A103

EXTERIOR ELEVATIONS A201

WALL AND BUILDING SECTIONS A301

EXTERIOR DETAILS A501

DOOR AND FINISH SCHEDULES, NOTES, LEGEND, AND INTERIOR ELEVATION A701

STRUCTURAL

GENERAL NOTES AND DESIGN CRITERIA S001

FOUNDATION/SLAB PLAN S100

FRAMING PLAN S101

TYPICAL DETAILS S200

SECTIONS AND DETAILS S300

PLUMBING

PLUMBING NOTES, SCHEDULES & SPECIFICATION P001

PLUMBING DETAILS P002

WASTE & VENT PIPING PLANS P101

WATER SUPPLY PIPING PLANS P102

MECHANICAL

HVAC SPECS, LEGEND, NOTES & DETAILS M001

HVAC FLOOR PLANS & SCHEDULES M101

ELECTRICAL

ELECTRICAL LEGEND, ABBREVIATIONS, GENERAL NOTES, AND SCHEDULE E001

ELECTRICAL SPECIFICATIONS E002

DEMOLITION LIGHTING PLAN ED101

DEMOLITION POWER AND COMMUNICATIONS PLAN ED102

LIGHTING PLAN E101

POWER AND COMMUNICATIONS PLAN E201

SHEET INDEX

SHEET NAME SHEET NUMBER

GYPSY HILL PARK RESTROOM IMPROVEMENTS

TITLE SHEET G003

CIVIL

GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES & LEGENDS C001

CONCESSIONS RESTROOM EXISTING SITE PLAN C101

NORTH RESTROOM EXISTING SITE PLAN C102

NORTH RESTROOM EXISTING SITE PLAN CONT'D. C102A

NORTH RESTROOM EXISTING SITE PLAN CONT'D. C102B

EXISTING NORTH RESTROOM EXISTING SITE PLAN C103

CONCESSIONS RESTROOM DEMOLITION PLAN C201

NORTH RESTROOM DEMOLITION PLAN C202

NORTH RESTROOM DEMOLITION PLAN CONT'D. C202A

NORTH RESTROOM DEMOLITION PLAN CONT'D. C202B

EXISTING NORTH RESTROOM DEMOLITION PLAN C203

CONCESSIONS RESTROOM NEW WORK PLAN C301

NORTH RESTROOM NEW WORK PLAN C302

NORTH RESTROOM SITE PLAN CONT'D C302A

NORTH RESTROOM SITE PLAN CONT'D C302B

STANDARD WATER, SEWER, & STORM DETAILS C400

STANDARD PAVING & SIDEWALK DETAILS C401

EROSION & SEDIMENT CONTROL DETAILS C402

ARCHITECTURAL

ARCHITECTURAL SITE PLAN AND CODE INFORMATION A100

CONCESSIONS RESTROOM PLANS AND ELEVATIONS A102

NORTH RESTROOM PLANS AND ELEVATIONS A103

WALL SECTIONS A301

FINISH & DOOR SCHEDULES, NOTES, & LEGEND A701

STRUCTURAL

GENERAL NOTES, DESIGN CRITERIA, SECTIONS AND DETAILS S001

FOUNDATION/SLAB AND FRAMING PLANS S100

PLUMBING

GENERAL NOTES, DETAILS, SCHEDULES & SPECIFICATION MP001

BATHROOMS PLUMBING & MECHANICAL PLANS MP101

BATHROOM MECHANICAL PLANS MP102

ELECTRICAL

ELECTRICAL LEGEND, ABBREVIATIONS, GENERAL NOTES, AND SCHEDULES E001

BATHROOMS ELECTRICAL PLANS E101

N o

D a te

P u rp o se o f D o cu m e n t

Is su e

PROJECT DESCRIPTION

THE RENOVATION OF TWO EXISTING RESTROOMS TO COMPLY

WITH THE AMERICAN WITH DISABILITIES ACT AND THE

CONSTRUCTION OF A NEW RESTROOM FACILITY. CITY OF STAUNTON

PREPARED FOR

FOR STRUCTURAL ONLY FOR ELECTRICAL ONLYFOR CIVIL ONLY FOR ARCHITECTURAL &

LIFE SAFETY ONLY

FOR PLUMBING &

MECHANICAL ONLY

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

726 Auburn Avenue

Radford, Virginia 24141

P: (540) 633-1897, F: (540) 633-1896 www.T-L.com

EST. 1956

M C

U se rs

\k a th ry n fo st e r\

D o cu m e n ts \1

G y p sy

H ill

P a rk R e st ro o m R e n o v a ti o n

V k fo st e rW N

B .r v t

G003

Y O

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R O

Y P

S Y

L P

A R

K R

E S

T R

O O

M I

M P

R O

V E

M E

N T

18861

02/20/2026

PROJECT NO.: 18861

KCF

EFS

16472 GYPSY HILL PARK RESTROOM IMPROVEMENTS

600 CHURCHVILLE AVE,

STAUNTON, VA

GYPSY HILL PARK RESTROOMS SHEET INDEX

SHEET NAME SHEET NUMBER

GYPSY HILL PARK RESTROOM IMPROVEMENTS

TITLE SHEET G003

CIVIL

GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES & LEGENDS C001

CONCESSIONS RESTROOM EXISTING SITE PLAN C101

NORTH RESTROOM EXISTING SITE PLAN C102

NORTH RESTROOM EXISTING SITE PLAN CONT'D. C102A

NORTH RESTROOM EXISTING SITE PLAN CONT'D. C102B

EXISTING NORTH RESTROOM EXISTING SITE PLAN C103

CONCESSIONS RESTROOM DEMOLITION PLAN C201

NORTH RESTROOM DEMOLITION PLAN C202

NORTH RESTROOM DEMOLITION PLAN CONT'D. C202A

NORTH RESTROOM DEMOLITION PLAN CONT'D. C202B

EXISTING NORTH RESTROOM DEMOLITION PLAN C203

CONCESSIONS RESTROOM NEW WORK PLAN C301

NORTH RESTROOM NEW WORK PLAN C302

NORTH RESTROOM SITE PLAN CONT'D C302A

NORTH RESTROOM SITE PLAN CONT'D C302B

STANDARD WATER, SEWER, & STORM DETAILS C400

STANDARD PAVING & SIDEWALK DETAILS C401

EROSION & SEDIMENT CONTROL DETAILS C402

ARCHITECTURAL

ARCHITECTURAL SITE PLAN AND CODE INFORMATION A100

CONCESSIONS RESTROOM PLANS AND ELEVATIONS A102

NORTH RESTROOM PLANS AND ELEVATIONS A103

WALL SECTIONS A301

FINISH & DOOR SCHEDULES, NOTES, & LEGEND A701

STRUCTURAL

GENERAL NOTES, DESIGN CRITERIA, SECTIONS AND DETAILS S001

FOUNDATION/SLAB AND FRAMING PLANS S100

PLUMBING

GENERAL NOTES, DETAILS, SCHEDULES & SPECIFICATION MP001

BATHROOMS PLUMBING & MECHANICAL PLANS MP101

BATHROOM MECHANICAL PLANS MP102

ELECTRICAL

ELECTRICAL LEGEND, ABBREVIATIONS, GENERAL NOTES, AND SCHEDULES E001

BATHROOMS ELECTRICAL PLANS E101

02/20/2026

N o

D a te

P u rp o se o f D o cu m e n t

Is su e

DOCUMENT DATE: 02/20/2026

ISSUED FOR BIDS: 05/01/2026

N O

S, E

O L

N O

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

O F

N P

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C001

GENERAL EROSION & SEDIMENT CONTROL NOTES EROSION & SEDIMENT CONTROL LEGEND

3.05

CE-1

C3.02

3.30

3.31

3.35

SYMBOL DESCRIPTION

3.32

GENERAL NOTES

LEGEND

LOD

UGE

OHE

PROPERTY INFORMATION

W W

W W W W W W W

S S

S S S S S S S S S S S S

S S S S S S S S S S

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Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C101 1" =

( IN FEET )

GRAPHIC SCALE

LODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

N O

M E

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C102 1" =

( IN FEET )

GRAPHIC SCALE

MATCH LINE SHEET C102A

T C1

S S S S S S S S S S S S S S S S S

LOD

C102A

N O

N G

N C

O N

T' D.

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

1" =

( IN FEET )

GRAPHIC SCALE

MATCH LINE SHEET C102

LOD

C102B

N O

N G

N C

O N

T' D.

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

1" =

( IN FEET )

GRAPHIC SCALE

ATCH LIN

E SHEET C102

1476147714781479

LOD

LODLODLOD

G N

O M

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C103 1" =

( IN FEET )

W W

W W W W W W W

S S

S S S S S S S S S S S S

S S S S S S S S S S

LODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

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X X

C4023.05

X X X X X X

C4023.05

O M

N P

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C201 1" =

( IN FEET )

GRAPHIC SCALE

DEMOLITION LEGEND

CONCRETE TO BE DEMOLISHED

LODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

X X

C4023.05

N O

M D

O N

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C202 1" =

( IN FEET )

GRAPHIC SCALE

DEMOLITION LEGEND

GRAVEL AREA TO BE REMOVED

TO BE DEMOLISHED

MATCH LINE SHEET C202A

T C2

S S S S S S S S S S S S S S S S S S S S S S S S

LOD

N O

M D

O N

N C

O N

T' D.

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C202A 1" =

( IN FEET )

GRAPHIC SCALE

MATCH LINE SHEET C202

LOD

N O

M D

O N

N C

O N

T' D.

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C202B 1" =

( IN FEET )

GRAPHIC SCALE

E SHEET C202

LOD

LODLODLOD

1476147714781479

C4023.05

G N

O M

N P

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C203 1" =

( IN FEET )

GRAPHIC SCALE

DEMOLITION LEGEND

TO BE DEMOLISHED

WWWWWWWWWWWWWWW

W W

S S

S S S S S S S S S S S S

S S S S S S S S S S

RD RD RD RD RD RD RD RD

HARDSCAPE LEGEND

CONCRETE SIDEWALK

LODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

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X X

C4023.05

X X X X X X

C4023.05

O M

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C301 1" =

( IN FEET )

LODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

HARDSCAPE LEGEND

ASPHALT PAVEMENT

W W

W W W W W W W W W W

HARDSCAPE LEGEND

CONCRETE SIDEWALK

ASPHALT PAVEMENT

GRAVEL AREA

1481 1482

MU-1TO-1

TS-1

PS-1

X X

C4023.05

X X

C4023.05

N O

M S

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C302

MATCH LINE SHEET C302A

T C3

1" =

( IN FEET )

LOD

S S S S S S S S S S S S S S S S S

HARDSCAPE LEGEND

ASPHALT PAVEMENT

Station

LINE 100S - 4" SANITARY SEWER

(SDR - 35 PVC)

9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+87 C302A

N O

M S

C O

N T'

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

1" =

( IN FEET )

GRAPHIC SCALE

MATCH LINE SHEET C302

LOD

W W

Station

LINE 100W - 1 " WATER (XLPE)

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 C302B

N O

M S

C O

N T'

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

THOMPSON

& LITTON

2/20/2026

MAM

JWS/ACM

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

1" =

( IN FEET )

GRAPHIC SCALE

E SHEET C302

, S

2/20/2026

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

MAM

JWS/ACM

THOMPSON

& LITTON

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C400

HORIZONTAL SEPARATION VERTICAL SEPARATION

WATER & SEWER SEPARATIONDETAILS OF CLEANOUTS (ON-SITE)

TYPICAL DETAIL - ROOFDRAIN WITH CLEANOUT

2/20/2026

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

MAM

JWS/ACM

THOMPSON

& LITTON

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C401

CONTRACTION JOINT

TYPICAL SECTION

TYPICAL DETAIL - SIDEWALK

EXPANSION JOINT

FILLER

COATED REBAR

(GREASE END PRIOR TO POUR)

EX. SIDEWALK

PR. SIDEWALK

2" x 24" DOWEL AT MID SLAB

(DRILL 12" HOLE IN EX.

SIDEWALK

EVENLY

SPACED

DOWEL BAR DETAIL SECTION A - ADOWEL BAR DETAIL

O L

2/20/2026

Da te

N o.

Pu rp os e of D oc um en t I ss ue

Date

Checked

Drawn

Designed

Sheet No.

Project No.

18861

MAM

JWS/ACM

THOMPSON

& LITTON

O F

N P

GYPSY HILL PARK RESTROOM IMPROVEMENTS

C402

SEEDING SPECIFICATIONS

STAUNTON CITY

GYPSY HILL POOL

CONCESSION STAND

CONCESSION RESTROOM

BUILDING, SEE 16472 GYPSY HILL

PARK RESTROOM IMPROVEMENTS

C301, A101 AND S100

EXISTING NORTH RESTROOM BUILDING

C O

STITU

TIO

D R

CONSTITUTION DRIVE

STITU

TIO

DRIVE

PROPOSED NORTH RESTROOM

BUILDING, SEE 16472 GYPSY HILL

PARK RESTROOM IMPROVEMENTS

C302, A102 AND S100

DUCK POND

EXISTING PICNIC SHELTER

A STREET

CHURCHVILLE AVE

PUMP HOUSE, SEE 17679 GYPSY HILL

PARK PUMP HOUSE RENOVATIONS

BID ALT NO.1 A101 AND S101

CODE INFORMATION

2021 VIRGINIA EXISTING BUILDING CODE, (VEBC)

2021 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF THE VIRGINIA UNIFORM

STATEWIDE BUILDING CODE (VUSBC)

2017 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADAAG)

OCCUPANCY TYPE: U

CONSTRUCTION TYPE: VB

POOL RESTROOM

EXISTING 243 GROSS SF

ADDITION 37 GROSS SF

TOTAL 280 GROSS SF

CONCESSION RESTROOM

EXISTING 355 GROSS SF

ADDITION 55 GROSS SF

TOTAL 410 GROSS SF

NORTH RESTROOM (NEW CONSTRUCTION)

AREA 362 GROSS SF

100-YEAR FLOODPLAIN

500-YEAR FLOODPLAIN

SITE PLAN LEGEND

Sheet No.

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Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

02/20/2026

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

G y p sy H ill P a rk

R e st ro o m

R e n o v a ti o n V k fo st e rW

B B

.r v t

A100

A R

C H

A L

N A

N D

C O

D E

R M

O N

Y O

A U

N P

A R

K F

A C

R O

Y P

S Y

L P

A R

K R

E S

T R

O O

M I

M P

R O

V E

M E

N T

KCF

EFS

18861

02/20/2026

16472 GYPSY HILL PARK RESTROOM IMPROVEMENTS

PLAN NORTH

1" = 100'-0"

ARCHITECTURAL SITE PLAN

N o

D a te

P u rp o se o f D o cu m e n t

A102

5'-0"

10'-3" 6"

MEN

C101

PLUMBING

C102

WOMEN

C103

C101

6'-4"

A102A102

1'-5"1'-5"

1'-5" 1'-5"

TYP

1'-4"

C102

5'-4"

6'-4" 6"

FLOOR PLAN

0'-0"

ROOF

8'-0"

A102A102

BEYOND

E5 E8E8

LEVEL 1

LEVEL 2

12'-0"

A102A102

E3 E4

FLOOR PLAN

0'-0"

ROOF

8'-0"

A102A102

E3 E4

E7 TYP OF 4

FLOOR PLAN

0'-0"

ROOF

8'-0"

A102A102

E3 E3

1 2

4 4

MEN

PLUMBING

WOMEN

A102A102

DEMOLITION NOTES:

1. REMOVE EXISTING CMU WALL.

2. REMOVE EXISTING DOOR(S) AND FRAME.

3. REMOVE EXISTING PLUMBING FIXTURES. REFER TO

PLUMBING DRAWINGS.

4. REMOVE EXISTING PLUMBING ACCESSORIES.

5. REMOVE EXISTING PLANTER.

6. REMOVE EXISTING CMU AND BRICK WALL.

7. REMOVE EXISTING GATE AND FRAME.

8. REMOVE EXISTING COLUMN.

9. REMOVE PORTIONS OF EXISTING CMU WALL AS REQUIRED

FOR INSTALLATION OF NEW PLUMBING FIXTURES.

10. REMOVE GABLE END LOUVERS.

?OCCURS WHERE ARE INDICATED ON DRAWINGS.

GENERAL NOTES:

1. TOILET ACCESSORY ITEMS ARE INDICATED ON DRAWINGS BY

2. REFER TO CASEWORK ELEVATIONS ON SHEET A701 FOR ADDITIONAL TOILET

ACCESSORIES REQUIRED AS PART OF WORK.

3. GRAB BARS AND ACCESSORIES SHALL BE MOUNTED IN ACCORDANCE WITH

ADA, 2010.

4. PROVIDE UNDER LAVATORY PROTECTIVE PIPE COVER AT EACH WALL HUNG

LAVATORY.

5. ACTUAL DIMENSIONS MAY VARY WITH APPROVED MANUFACTURER.

COORDINATE ALL REVISIONS AS REQUIRED.

CONSTRUCTION NOTES:

1. REMOVE EXISTING ROOF SHINGLES. REPLACE ANY DAMAGED

SHEATHING. INSTALL UNDERLAYMENT AND NEW METAL ROOF PANELS.

2. ALIGN NEW CMU WITH EXISTING.

3. STRIP EXISTING CONCRETE FLOOR. MILL AND APPLY EPOXY BONDING

AGENT. APPLY NEW TOPPING TO EXISTING FLOOR TO LEVEL, SEAL NEW

CONCRETE.

4. NEW 4" CONCRETE SLAB OVER VAPOR BARRIER AND CRUSHED STONE .

DOWEL INTO EXISTING SLAB,

5. ALUMINUM DOWNSPOUTS, TYPICAL.

6. GWB CEILING ON UNDERSIDE OF TRUSSES.

#OCCURS WHERE ARE INDICATED ON DRAWINGS.

A102A102

8" / 1'-0"8" / 1'-0"3" / 1'-0"

NEW METAL ROOF OVER

UNDERLAYMENT AND ROOF

SHEATHING

ELEVATION NOTES:

E1. NEW ALUMINUM GUTTERS AND DOWNSPOUTS.

E2. DECORATIVE POLYMER BRACKETS. SEE DETAIL 1/A701.

E3. EXISTING BRICK FACADE.

E4. NEW BRICK FACE.

E5. NEW STANDING SEAM METAL ROOF.

E6. PROVIDE CEMENT BOARD SIDING WITH 1x4 TRIM BOARD.

E7. SOLDIER COURSE.

E8 EXHAUST VENT. REFER TO PLUMBING DRAWINGS.

E#OCCURS WHERE ARE INDICATED ON DRAWINGS.

WOMEN

C103

A102 A301

MEN

C101

PLUMBING

C102

WOMEN

C103

4 4

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

02/20/2026

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

G y p sy H ill P a rk

R e st ro o m

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B B

.r v t

A102

C O

N C

O N

S R

O O

M P

S A

N D

V A

N S

Y O

A U

N P

A R

K F

A C

R O

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S Y

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M I

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KCF

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18861

02/20/2026

16472 GYPSY HILL PARK RESTROOM IMPROVEMENTS

PLAN NORTH

1/4" = 1'-0"

FLOOR PLAN

SCALE: 1/4" = 1'-0"A102 A102

3 EAST ELEVATION

SCALE: 1/4" = 1'-0"A102 A102

2 NORTH ELEVATION

SCALE: 1/4" = 1'-0"A102 A102

6 WEST ELEVATION

SCALE: 1/4" = 1'-0"A102 A102

1 SOUTH ELEVATION

PLAN NORTH

1/4" = 1'-0"

DEMOLITION PLAN

PLAN NORTH

1/4" = 1'-0"

ROOF PLAN

TOILET ACCESSORY LEGEND

DESCRIPTION NUMBER REMARKS

42" HORIZONTAL GRAB BAR 01 CSCI

36" HORIZONTAL GRAB BAR 02 CSCI

18" VERTICAL GRAB BAR 03 CSCI

TOILET TISSUE DISPENSER 04 OSCI

SOAP DISPENSER 05 OSCI

18" x 36" FRAMED MIRROR UNIT 07 CSCI

PAPER TOWEL DISPENSER 11 OSCI

BABY CHANGING STATION 14 CSCI

SCALE: 1/4" = 1'-0"A102 A102

4 WALL SECTION

SCALE: 1/4" = 1'-0"A102 A102

5 WALL SECTION

SCALE: 1/4" = 1'-0"

2' 4'0 8'

NOTES:

CSCI - CONTRACTOR SUPPLIED CONTRACTOR INSTALLED

OSCI - OWNER SUPPLIED CONTRACTOR INSTALLED

OSOI - OWNER SUPPLIED OWNER INSTALLED

N o

D a te

P u rp o se o f D o cu m e n t

14'-8"

WOMEN

N103

MEN

N101

PLUMBING

N102

N103

N102

N101

A103

02 05

02 07

A103A103

TYP

1'-4"

1'-5"

1'-5" 1'-6"

1'-6"

C1C1

5'-1"

A103A103

8" / 1'-0"8" / 1'-0"

3" / 1'-0" 3" / 1'-0"

ALUMINUM GUTTER

AND DOWNSPOUT

NEW METAL ROOF OVER

UNDERLAYMENT AND

ROOF SHEATHING

A103A103

FLOOR PLAN

0'-0"

ROOF

8'-0"

A103A103

2'-0"

E8 E8

E7 E7

FLOOR PLAN

0'-0"

ROOF

8'-0"

A103A103

E8 E8

E7 E7

ELEVATION NOTES:

E1. NEW ALUMINUM GUTTERS AND DOWNSPOUTS.

E2. DECORATIVE POLYMER BRACKETS. SEE DETAIL 1/A701.

E3. EXISTING BRICK FACADE.

E4. NEW BRICK FACE.

E5. NEW STANDING SEAM METAL ROOF.

E6. PROVIDE CEMENT BOARD SIDING WITH 1x4 TRIM BOARD.

E7. SOLDIER COURSE.

E8 EXHAUST VENT. REFER TO PLUMBING DRAWINGS.

E#OCCURS WHERE ARE INDICATED ON DRAWINGS.

GENERAL NOTES:

1. TOILET ACCESSORY ITEMS ARE INDICATED ON DRAWINGS BY

2. REFER TO CASEWORK ELEVATIONS ON SHEET A701 FOR ADDITIONAL TOILET

ACCESSORIES REQUIRED AS PART OF WORK.

3. GRAB BARS AND ACCESSORIES SHALL BE MOUNTED IN ACCORDANCE WITH

ADA, 2010.

4. PROVIDE UNDER LAVATORY PROTECTIVE PIPE COVER AT EACH WALL HUNG

LAVATORY.

5. ACTUAL DIMENSIONS MAY VARY WITH APPROVED MANUFACTURER.

COORDINATE ALL REVISIONS AS REQUIRED.

FLOOR PLAN

0'-0"

ROOF

8'-0"

MEN

N101

PLUMBING

N102

WOMEN

N103

WOMEN

N103

A103 A301

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

02/20/2026

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

G y p sy H ill P a rk

R e st ro o m

R e n o v a ti o n V k fo st e rW

B B

.r v t

A103

N O

O M

N S

A N

D E

O N

Y O

A U

N P

A R

K F

A C

R O

Y P

S Y

L P

A R

K R

E S

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O O

M I

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R O

V E

M E

N T

KCF

EFS

18861

02/20/2026

16472 GYPSY HILL PARK RESTROOM IMPROVEMENTS

PLAN NORTH

1/4" = 1'-0"

FLOOR PLAN

PLAN NORTH

1/4" = 1'-0"

ROOF

SCALE: 1/4" = 1'-0"A103 A103

2 NORTH ELEVATION

SCALE: 1/4" = 1'-0"A103 A103

4 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"A103 A103

5 WEST ELEVATION

SCALE: 1/4" = 1'-0"A103 A103

1 EAST ELEVATION

TOILET ACCESSORY LEGEND

DESCRIPTION NUMBER REMARKS

42" HORIZONTAL GRAB BAR 01 CSCI

36" HORIZONTAL GRAB BAR 02 CSCI

18" VERTICAL GRAB BAR 03 CSCI

TOILET TISSUE DISPENSER 04 OSCI

SOAP DISPENSER 05 OSCI

18" x 36" FRAMED MIRROR UNIT 07 CSCI

PAPER TOWEL DISPENSER 11 OSCI

BABY CHANGING STATION 14 CSCI

SCALE: 1/4" = 1'-0"A103 A103

3 BUILDING SECTION

SCALE: 1/4" = 1'-0"A103 A103

6 BUILDING SECTION

SCALE: 1/4" = 1'-0"

2' 4'0 8'

NOTES:

CSCI - CONTRACTOR SUPPLIED CONTRACTOR INSTALLED

OSCI - OWNER SUPPLIED CONTRACTOR INSTALLED

OSOI - OWNER SUPPLIED OWNER INSTALLED

N o

D a te

P u rp o se o f D o cu m e n t

FLOOR PLAN

0'-0"

ROOF

8'-0"

ALUMINUM GUTTER

METAL ROOF

EXISTING CONCRETE SLAB

EXISTING RAFTER

EXISTING MASONRY WALL

NEW BRICK BEYOND

NEW SIDEWALK, REFER

TO CIVIL DRAWINGS

EXISTING FOOTING

1/2" GYP BOARD

ICE AND WATER SHIELD

5/8" SHEATHING

ALUMINUM WRAPPED 1x

PERFORATED VINYL SOFFIT

CONCRETE SPLASH BLOCK

EXISTING SHEATHING

2x6, REFER TO

STRUCTURAL DRAWINGS

NEW FOOTING BEYOND

ALUMINUM GUTTER

METAL ROOF

NEW BRICK VENEER

2" RIGID INSULATION

FINISH GRADE

CONCRETE FOOTING, REFER

TO STRUCTURAL DRAWINGS

CONCRETE SLAB, REFER TO

STRUCTURAL DRAWINGS

RAFTER, REFER TO

STRUCTURAL DRAWINGS

8" CMU

BRICK SOLIDER COURSE

BRICK SOLIDER COURSE 1/2" GYP BOARD

ICE AND WATER SHIELD

3/4" SHEATHING

ALUMINUM WRAPPED 1x

PERFORATED VINYL SOFFIT

CONCRETE SPLASH BLOCK

2'-0"

FLUID APPLIED AIR

INFILTRATION BARRIER

EXISTING CMU WALL

8" CMU

BRICK VENEER

SEALANT

AIR BARRIER

BACKER ROD AND

SEALANT

8" CMU

EXISTING CMU WALL

BRICK VENEER

1'-4"

AIR BARRIER

BACKER ROD AND

SEALANT

1'-8"

M A

2'-0"

ALUMINUM WRAPPED 1x

PERFORATED VINYL SOFFIT

CEMENT BOARD SIDING

FLASHING

5/8" SHEATHING

AIR BARRIER

METAL ROOF

ALUMINUM GUTTER

2x4 WOOD STUD, REFER TO

STRUCTURAL DRAWINGS

EXISTING RAFTER

2x6, REFER TO

STRUCTURAL DRAWINGS

1/2" GYP CEILING

ALUMINUM DOWNSPOUT

FLASHING

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

4' 8'0 16'

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

02/20/2026

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

G y p sy H ill P a rk

R e st ro o m

R e n o v a ti o n V k fo st e rW

B B

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W A

O N

Y O

A U

N P

A R

K F

A C

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18861

02/20/2026

16472 GYPSY HILL PARK RESTROOM IMPROVEMENTS

SCALE: 3/4" = 1'-0"A102 A301

1 WALL SECTION

SCALE: 3/4" = 1'-0"A103 A301

2 WALL SECTION

SCALE: 1 1/2" = 1'-0"A10 A301

3 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"A10 A301

4 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"A10 A301

5 DETAIL

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

4" 8"0 1'-4"

N o

D a te

P u rp o se o f D o cu m e n t

GENERAL FINISH NOTES:

1. PAINT ALL HOLLOW METAL DOORS AND FRAMES, METAL STAIRS, STEEL PIPE

HANDRAILS/GUARDRAILS, AND ALL OTHER MISCELLANEOUS FERROUS METALS

WITHIN EACH SPACE.

2. PROVIDE MOISTURE- AND MOLD-RESISTANT GYPSUM CEILINGS IN LIEU OF

STANDARD GYPSUM CEILINGS AT ALL LAVATORY, TOILET, AND SHOWER

AREAS.

FINISH SCHEDULE LEGEND

EXP EXPOSED CONSTRUCTION

PNT PAINTED FINISH (REFER TO PARTITION TYPES FOR SUBSTRATE)

ACT ACOUSTIC CEILING TILE

S CONC SEALED CONCRETE

VCT VINYL COMPOSITION TILE

RUBBER 4-INCH RUBBER WALLBASE

EPOXY EPOXY PAINT

CT CERAMIC TILE

CPT CARPET

GENERAL PARTITION NOTES:

1. REFER TO STRUCT DWGS TO CONFIRM LOCATIONS THAT REQUIRE A

FOUNDATION OR THICKENED SLAB.

2. PROVIDE GROUT AND VERTICAL REINFORCEMENT AT CMU PARTITION TYPES

AS REQUIRED BY STRUCT DWGS.

NON-RATED PARTITION

TYPE

C1 8"

CMU

7 5/8"

PART

THICK

HORIZONTAL JOINT

REINFORCEMENT

CMU

FIN CEILING WHERE REQ.

REFER TO FINISH

SCHEDULE

FIN FLR

TOP OF

MASONRY

PER DETAIL ABOVE

IN4"

S C

TOM

1'-0"

2" 7" 3"

2" 7"

R 1"

R 1'-1"

R 1'-0"

PER SCHED

DOOR TYPE

1/4" = 1'-0"

S C

NOTE: REFER TO DOOR SCHEDULE FOR DOOR

MATERIAL REQUIREMENTS.

RAISED PANELS

SEE FRAME TYPE 5/8"

S C

PER

SCHED 2"

FRAME TYPE

1/4" = 1'-0"

G H

N A

G E

M O

U N

WALL MOUNTED SIGN

LOCATED ON LATCH

SIDE OF DOOR

FINISH FLOOR

WOMENMEN

SIGN TEXT

FINISH FLOOR

M A

DOOR SCHEDULE LEGEND

HM HOLLOW METAL

GHM GALVANIZED HOLLOW METAL

STL STEEL OVERHEAD COILING DOOR

A CLAD ALUMINUM-CLAD WOOD

SHM SECURITY HOLLOW METAL DOOR

IG-1 1" INSULATED LOW-E GLASS

G-1 1/4" TEMPERED FLOAT GLASS

MANUF PER MANUFACTURER

WD WOOD

SF ALUMINUM STOREFRONT

DOOR HARDWARE SETS:

SET 1: DOORS C101, C103, N101, N103

1 CONTINUOUS HINGE

1 PASSAGE LOCKSET (HC)

1 DEADBOLT - KEYED BOTH SIDES

1 CLOSER

SET 2: DOORS C102, N102, P102

1 CONTINUOUS HINGE

1 STOREROOM LOCKSET (HC)

1 CLOSER

SET 3: DOORS P101, P103

1 CONTINUOUS HINGE

1 PASSAGE LOCKSET (HC)

1 DEADBOLT WITH KEYED OUTSIDE AND THUMBTURN INSIDE

1 CLOSER

ALL DOORS TO RECEIVE:

8" STAINLESS STEEL KICKPLATE ON INTERIOR

SILENCERS

DOOR STOPS

GENERAL DOOR NOTES:

1. PROVIDE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF EACH SIDE OF

OPENING FRAME. COORDINATE SEALANT TYPE WITH SEALANT SCHEDULED

IN SPECIFICATIONS.

2. PROVIDE DOORS WITH A 3/4" UNDERCUT (UON).

3. INSTALL GLAZED OPENINGS WITH REMOVABLE GLAZING STOP ON SIDE

OPPOSITE PUBLIC OCCUPIED AREAS UNLESS OTHERWISE INDICATED.

4. REFER TO SPECIFICATION SECTION 087100 - "DOOR HARDWARE" FOR

HARDWARE SETS.

15" MIN

M A

DRINKING

FOUNTAIN

M A

16" - 18"

M A

FLUSH VALVE

LEVER AT OPEN

SIDE OF STALL

FACE OF SIDE

WALL

FLUSH VALVE LEVER AT

OPEN SIDE OF STALL

FACE OF SIDE

WALL

LAVATORY

WATER CLOSET URINAL

1'-3" MIN

15" MIN

M A

0" M

A X

M A

C A

O W

W A

M A

MIRROR SOAP DISPENSER TRASH

RECEPTACLE

DIAPER

CHANGING

STATION

PAPER TOWEL

DISPENSER

CHANGING TABLE

SURFACE IN FOLD-OUT

POSITION

REFLECTIVE

SURFACE

SANITARY NAPKIN

DISPOSAL

36" MIN 5 3/4"

1"42" MIN

1'-0 1/4" MAX

39" - 41"

FACE OF

REAR WALL

FACE OF

SIDE WALL

1'-4"

GRAB BARS

24" MIN 12" MIN

7" - 9"

TOILET TISSUE

DISPENSER

M A

8" CMU

BOND BEAM

SEALANT JOINT AT

PERIMETER EA SIDE

THRU-WALL FLASHING

FACE BRICK

STEEL ANGLE,

WEEPS AT 2'-8" OC

HORIZ MAX

CAVITY DRAINAGE

MATERIAL

8" CMU

GHM FRAME,

GROUT SOLID

SEALANT JOINT AT

PERIMETER EA SIDE4"

8" MAX

FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MATERIAL HEIGHT

C101 MEN S CONC NONE PNT PNT PNT PNT GWB 8'-0"

C102 PLUMBING S CONC NONE PNT PNT PNT PNT NONE

C103 WOMEN S CONC NONE PNT PNT PNT PNT GWB 8'-0"

N101 MEN S CONC NONE PNT PNT PNT PNT GWB 8'-0"

N102 PLUMBING S CONC NONE PNT PNT PNT PNT NONE

N103 WOMEN S CONC NONE PNT PNT PNT PNT GWB 8'-0"

P101 WOMEN S CONC NONE PNT PNT PNT PNT GWB 8'-0"

P102 PLUMBING S CONC NONE PNT PNT PNT PNT NONE

P103 MEN S CONC NONE PNT PNT PNT PNT GWB 8'-0"

1 1/2" = 1'-0"

PARTITION TYPES

SCALE: 1/4" = 1'-0"

2' 4'0 8'

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

02/20/2026

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

G y p sy H ill P a rk

R e st ro o m

R e n o v a ti o n V k fo st e rW

B B

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A701

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Y O

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18861

02/20/2026

16472 GYPSY HILL PARK RESTROOM IMPROVEMENTS

SCALE: 3" = 1'-0"A701

1 BRACKET DETAIL

3" = 1'-0"

FRAME PROFILES

1/4" = 1'-0"

SIGNAGE LOCATION

1 1/2" = 1'-0"

SIGNAGE MOUNTING HEIGHT

DOOR SCHEDULE

MARK

OPENING SIZE DOOR FRAME DETAILS

REMARKS

NO OF

LEAFS WIDTH HEIGHT MATERIAL THICKNESS TYPE HDW SET NO TYPE MATERIAL DEPTH PROFILE HEAD JAMB

C101 1 3'-0" 7'-0" HM 1 3/4" FP 1 1 HM 8 3/4" 1 2A701 4A301

C102 1 2'-0" 6'-8" HM 1 3/4" FP 2 1 HM 8 3/4" 1 2A701 4A301

C103 1 3'-0" 7'-0" HM 1 3/4" FP 1 1 HM 8 3/4" 1 2A701 4A301

N101 1 3'-0" 7'-0" HM 1 3/4" FP 1 1 HM 8 3/4" 1 2A701 4A301

N102 1 2'-8" 7'-0" HM 1 3/4" FP 2 1 HM 8 3/4" 1 2A701 4A301

N103 1 3'-0" 7'-0" HM 1 3/4" FP 1 1 HM 8 3/4" 1 2A701 4A301

P101 1 3'-0" 7'-0" HM 1 3/4" FP 3 1 HM 8 3/4" 1 2A701 4A301

P102 1 2'-0" 6'-8" HM 1 3/4" FP 2 1 HM 8 3/4" 1 2A701 4A301

P103 1 3'-0" 7'-0" HM 1 3/4" FP 3 1 HM 8 3/4" 1 2A701 4A301

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

4" 8"0 1'-4"

SCALE: 3" = 1'-0"

2" 4"0 8"

PLUMBING FIXTURES MOUNTING SCHEDULE

TOILET ACCESSORIES MOUNTING SCHEDULE

SCALE: 3" = 1'-0"A701

2 HEAD DETAIL

N o

D a te

P u rp o se o f D o cu m e n t

T/BRG=8'-3"

1'-10 1/2" 2'-0"

2x6 FASIA

BOARD

2x6 @ 2'-0"

(3) #10x3" SCREWS

2x4 @ 2'-0" OC

5/8" PLYWOOD

2 7/8" AND 4 1/2" HEADLOK

FASTENER @ EA 2x4

EXST DECK BOARDS

EXST ROOF

RAFTER @ 2'-0"±

(6)#10x3" SCREWS

EXIST CEILING

JOIST @ 2'-0"±

EXST 2x

SILL PLATE

EXST 8" CMU WALL

SIMPSON H3

HURRICANE TIE

GENERAL

1. THE CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE EXCAVATING

AND ADVISE ENGINEER OF ANY VARIATIONS. ALL EXCAVATIONS NEAR THESE LINES TO BE CARRIED OUT WITH EXTREME

CAUTION.

2. THE CONTRACTOR SHALL CONTACT "MISS UTILITY OF VIRGINIA" 72 HOURS BEFORE ANY EXCAVATION WORK IS BEGUN.

"MISS UTILITY OF VIRGINIA" MAY BE REACHED AT 1-800-552-7001.

3. THE CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND

RECESSES NOT SHOWN ON THE STRUCTURAL DRAWINGS.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION

AND REPORT VARIATIONS TO THE ENGINEER PRIOR TO SUBMISSION OF SHOP DRAWINGS.

5. THE CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL OPENINGS AND

EQUIPMENT PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT DETAILS AND SHOP DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR THE PROPER DISTRIBUTION OF ALL

UTILITY LINES THROUGHOUT THE BUILDING.

6. SEE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF WINDOW AND DOOR OPENINGS AND FOR OTHER INFORMATION

NOT SHOWN.

7. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR THE STRUCTURE SO THAT IT WILL BE STABLE DURING ALL

STAGES OF CONSTRUCTION. THE STRUCTURE AND FOUNDATIONS ARE DESIGNED FOR A COMPLETED CONDITION ONLY

AND, THEREFORE, REQUIRE ADDITIONAL SUPPORT TO MAINTAIN STABILITY BEFORE COMPLETION.

CONCRETE

1. ALL FOOTINGS AND FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.

FOOTINGS ARE TO BEAR ON UNDISTURBED SOIL OR COMPACTED, ENGINEERED FILL. ALL FOOTING EXCAVATIONS SHALL

BE APPROVED BY A QUALIFIED SOILS TECHNICIAN OR ENGINEER. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR

TO PLACING CONCRETE.

2. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL CONCRETE SHALL DEVELOP A MINIMUM

COMPRESSIVE STRENGTH OF 3000 PSI FOR FOUNDATIONS AND 4000 PSI FOR ALL OTHER CONCRETE IN 28 DAYS.

3. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE GRADE 60, DEFORMED BARS, CONFORMING TO ASTM

A-615.

4. REINFORCING STEEL SHALL NOT BE WELDED UNLESS APPROVED BY THE ENGINEER.

5. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO

THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI SP-66-LATEST

EDITION).

6. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL CONCRETE COVER FOR REINFORCING

STEEL SHALL BE AS FOLLOWS:

a. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.

b. 1 1/2" FOR #5 BARS AND SMALLER FOR CONCRETE EXPOSED TO EARTH OR WEATHER.

7. ALL BAR SPLICES SHALL BE CLASS "B" TENSION SPLICES UNLESS OTHERWISE NOTED.

8. PROVIDE 2- #4 DIAGONAL BARS IN THE TOP FACE OF SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS. EXTEND

REINFORCING BARS PAST RE-ENTRANT CORNERS A MINIMUM OF TENSION DEVELOPMENT LENGTH (Ld).

9. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4" X 45 DEGREE CHAMFER UNLESS NOTED

OTHERWISE.

10. UNLESS OTHERWISE NOTED, REINFORCE ALL CONCRETE SLABS-ON-GRADE WITH 6X6 - W2.9 X W2.9 WELDED WIRE

FABRIC.

11. WELDED WIRE FABRIC REINFORCING SHALL LAP ONE FULL MESH AND BE SECURELY WIRED AT EACH SIDE AND END.

MASONRY

NOTE: THESE NOTES APPLY TO WALLS SHOWN ON THE STRUCTURAL DRAWINGS ONLY.

1. UNLESS NOTED OTHERWISE, THE TOP COURSE OF ALL CONCRETE MASONRY WALLS SHALL BE A BOND BEAM REINFORCED

WITH 2- #4 REINFORCING BARS.

2. BOND BEAMS SHALL BE CONTINUOUS THROUGH ALL CORNERS AND SHALL TIE ALL WALL TERMINATIONS TO THE

PERPENDICULAR WALL AT WALL INTERSECTIONS.

3. UNLESS NOTED OTHERWISE, ALL CONCRETE MASONRY WALLS SHALL HAVE VERTICAL REINFORCEMENT CONSISTING OF

1-#4 REINFORCING BAR, IN A FULLY GROUTED CELL, AT A MINIMUM OF 32-INCHES C/C. PROVIDE 3-#4 REINFORCING BARS

AT ALL WALL CORNERS AND INTERSECTIONS. PROVIDE 2-#4 REINFORCING BARS AT ENDS OF WALLS AND AT EACH SIDE OF

OPENINGS. REINFORCEMENT SHALL EXTEND FROM SUPPORT TO SUPPORT.

4. UNLESS NOTED OTHERWISE, ALL CONCRETE MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCEMENT CONSISTING

OF 2-#4 REINFORCING BAR, IN A FULLY GROUTED BOND BEAM, AT THE TOP AND BOTTOM OF ALL WALL OPENINGS.

REINFORCEMENT SHALL EXTEND A MINIMUM OF 24" PAST THE EDGE OF THE OPENING.

5. ALL CONCRETE MASONRY WALLS SHALL HAVE JOINT REINFORCEMENT, AS DEFINED IN THE SPECIFICATIONS, PLACED

HORIZONTALLY ON 16" CENTERS. REINFORCEMENT SHALL EXTEND INTO INTERSECTING WALLS.

6. GROUT FILL ALL CELLS OF CONCRETE MASONRY WALLS BELOW GRADE. GROUT FILL ALL CAVITIES BELOW GRADE IN

MULTI-WYTHE WALLS.

RENOVATION AND EXISTING STRUCTURES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR THE PROPER CONSTRUCTION AND

ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY

ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS.

2. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL

BECOME FAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING

STRUCTURE IS MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS

OF THE EXISTING STRUCTURE, WHICH ARE TO REMAIN.

3. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING CONDITIONS THAT DIFFER FROM

THOSE INDICATED ON THE DRAWINGS.

WOOD

1. UNLESS OTHERWISE NOTED, ALL FRAMING FOR LOAD-BEARING WALLS SHALL BE SPRUCE-PINE-FIR (SOUTH) NO. 2 OR

BETTER. ALL HEADERS AND RAFTERS SHALL BE SOUTHERN PINE #2 OR BETTER.

2. ALL WOOD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER

CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS ASSOCIATION (NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION).

3. SEE THE ARCHITECTURAL DRAWINGS FOR SUPPLEMENTARY INFORMATION.

4. UNLESS NOTED OTHERWISE, ALL SILL PLATES SHALL BE CONNECTED TO THE CMU BOND BEAMS AS SHOWN WITH A

MINIMUM 1/2" DIAMETER ANCHOR BOLTS WITH A MINIMUM EMBEDMENT OF 8" SPACED AT 32" C/C, AT EACH SIDE OF

ALL WALL CORNERS, ENDS OF WALLS, AND AT EACH SIDE OF OPENINGS.

5. UNLESS OTHERWISE NOTED, PLYWOOD SHALL BE INSTALLED CONTINUOUS OVER TWO OR MORE SPANS WITH FACE

GRAIN PERPENDICULAR TO SUPPORTS AND NAILED TO ALL SUPPORTS AT 6 INCHES ON CENTER WITH 6d NAILS FOR

PANELS 1/2 INCH AND LESS AND 8d FOR GREATER THICKNESSES. ALL PANEL JOINTS SHALL OCCUR OVER FRAMING.

PROVIDE EDGE SUPPORT WHERE INDICATED ON DRAWINGS OR AS RECOMMENDED BY APA.

WOOD TRUSSES

1. WOOD ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE

FOLLOWING SPECIFICATIONS: THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS

BY NFPA; TIMBER CONSTRUCTION MANUAL, AITC AND THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED

WOOD TRUSSES BY THE PLATE TRUSS INSTITUTE.

2. THE TRUSSES SHALL BE DESIGNED FOR AN ULTIMATE ROOF SNOW LOAD OF 40.4 PSF, SELF WEIGHT PLUS A TOP CHORD

DEAD LOAD OF 5 PSF, LIVE LOAD OF 20 PSF AND A BOTTOM CHORD DEAD LOAD OF 6 PSF. THE MAXIMUM LIVE LOAD

DEFLECTION SHALL BE L/240.

3. THE TRUSSES ARE SHOWN ON THE FRAMING PLAN FOR CLARITY ONLY. ACTUAL TRUSS LAYOUT INCLUDING BRACING, STRAPPING AND CONNECTION DETAILS TO SUPPORTING MEMBERS SHALL BE AS SPECIFIED BY THE MANUFACTURER AND

THE DESIGN SHALL BE PERFORMED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF

VIRGINIA.

4. SEE THE ARCHITECTURAL DRAWINGS FOR SUPPLEMENTARY INFORMATION.

DESIGN CRITERIA

1. GOVERNING CODES:

2021 VIRGINIA CONSTRUCTION CODE (VCC), PART I OF VIRGINIA

UNIFORM STATEWIDE BUILDING CODE (USBC) EFFECTIVE JANUARY 18, 2024

2021 VIRGINIA EXISTING BUILDING CODE (VEBC), PART II OF VIRGINIA

UNIFORM STATEWIDE BUILDING CODE (USBC) EFFECTIVE JANUARY 18, 2024

2. ROOF LOADS

ROOFING ................................................................................................................ 2 PSF

SHEATHING ............................................................................................................ 3 PSF

FRAMING ................................................................................................................ 3 PSF

INSULATION ............................................................................................................ 2 PSF

SUSPENDED CEILING .............................................................................................. 2 PSF

SUSPENDED UTILITIES (MEP) ................................................................................. 2 PSF

LIVE LOAD ............................................................................................................... 20 PSF

3. SNOW LOADS

ULTIMATE GROUND SNOW LOADS (Pg) ..................................................................48 PSF

ASD MINIMUM SNOW LOAD (Pm) ..........................................................................30 PSF

ULTIMATE FLAT ROOF SNOW LOAD (Pf) .................................................................40.4 PSF

RISK CATEGORY ....................................................................................................... II

SNOW IMPORTANCE FACTOR (Is) .......................................................................... 1.0

SNOW EXPOSURE FACTOR (Ce) .............................................................................. 1.0

THERMAL FACTOR (Ct) ........................................................................................... 1.2

4. WIND LOADS

ULTIMATE DESIGN WIND SPEED ............................................................................ 115 MPH

ALLOWABLE DESIGN WIND SPEED .......................................................................... 89 MPH

EXPOSURE CATEGORY ............................................................................................ C

RISK CATEGORY ....................................................................................................... II

INTERNAL PRESSURE COEFFICIENT (GCpi) ............................................................. ±0.18

ASD COMPONENT AND CLADDING PRESSURE (ROOF) ......................................... +13/-38 PSF

ASD COMPONENT AND CLADDING PRESSURE (WALL) ......................................... +18/-24 PSF

(POSITIVE INDICATES PRESSURE ACTING TOWARD SURFACE AND NEGATIVE INDICATES

PRESSURE ACTING AWAY FROM THE SURFACE)

5. SEISMIC LOADS:

MAPPED SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SS ................... 0.170

MAPPED SPECTRAL RESPONSE ACCELERATION (1-SEC), S1 ................................... 0.058

DESIGN SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD), SDS .................... 0.140

DESIGN SPECTRAL RESPONSE ACCELERATION (1-SEC), SD1 ................................... 0.082

SOIL SITE CLASSIFICATION ...................................................................................... D

RISK CATEGORY ...................................................................................................... II

SEISMIC IMPORTANCE FACTOR .............................................................................. 1.0

SEISMIC DESIGN CATEGORY ................................................................................... B

BUILDING SYSTEM .............................................................................. BEARING WALL SYSTEM

SEISMIC FORCE RESISTING SYSTEM : INTERMEDIATE REINFORCED MASONRY SHEAR WALLS

RESPONSE MODIFICATION FACTOR, R ................................................................... 3.5

SYSTEM OVER-STRENGTH FACTOR, W0 ................................................................. 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd ............................................................. 2.25

SEISMIC RESPONSE COEFFICIENT, Cs .................................................................... 0.040

PROCEDURE USED ....................................................................... EQUIVALENT LATERAL FORCE

1'-10 1/2"

5/8" PLYWOOD

TRUSS @ 2'-0"

(2)2x6 DOUBLE

SILL PLATE

BOND BEAM

W/ 2-#4, TYP

SIMPSON H3

HURRICANE TIE

WORK POINT

8" CMU

W/ #4@32

BRICK VENEER,

SEE ARCH

8" CMU

GROUTED SOLID

GROUT VOID SOLID

BELOW GRADE

FINISHED GRADE,

SEE CIVIL

2'-0" 3-#5

#4@32 DOWEL

4" #21A OR B

STONE

INSULATION,

SEE ARCH

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M R

P ro je ct s\

S ta u n to n C o m b in e d

P ro je ct s\

N G

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S001

L N

S, D

N C

, S

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18861

02/20/2026

GYPSY HILL PARK RESTROOM IMPROVEMENTS

SCALE: 3/4" = 1'-0"

8" 1'-4"0 2'-8"

SECTION

SCALE: 3/4" = 1'-0" S100 S001

1 SECTION

SCALE: 3/4" = 1'-0" S100 S001

N o

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P u rp o se o f D o cu m e n t

2'-0"x1'-0" FTG

W/ 3-#5, TYP

4" SOG

T Y P

TYP

5'-4"

S001S100

EXST 4" SOG

S001S100

SIM

TYP

2'-0"x1'-0" FTG

W/ 3-#5

4" SOG

13'-4"

S001S100

TYP

G E

EXST ROOF RAFTERS

W/ EXST CEING JOIST

2x6 SOFIIT BEAM

W/ 2x RAFTER

S001S100

ROOF TRUSS

@ 2'-0" OC

S001S100

TYP

HIP TRUSS, TYP

HIP GIRDER

TRUSS,TYP

JACK TRUSS

@ 2'-0", TYP

HIPHIP

HIP

G E

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M R

P ro je ct s\

S ta u n to n C o m b in e d

P ro je ct s\

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18861

02/20/2026

GYPSY HILL PARK RESTROOM IMPROVEMENTS

SCALE: 1/4" = 1'-0"

2' 4'0 8'

PLAN NORTH

1/4" = 1'-0"

FOUNDATION/SLAB PLAN-CONCESSIONS RESTROOM

PLAN NORTH

1/4" = 1'-0"

FOUNDATION/SLAB PLAN-NORTH RESTROOM

PLAN NORTH

1/4" = 1'-0"

FRAMING PLAN-CONCESSIONS RESTROOM

PLAN NORTH

1/4" = 1'-0"

FRAMING PLAN-NORTH RESTROOM

N o

D a te

P u rp o se o f D o cu m e n t

TYPICAL PLUMBING NOTES

1. WORKMANSHIP: PLUMBING FIXTURES AND ACCESSORIES SHALL BE INSTALLED IN A NEAT

WORKMANLIKE MANNER. UNSIGHTLY INSTALLATIONS SHALL BE REMOVED OR REWORKED AT NO

EXPENSE TO THE OWNER.

2. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL COORDINATION WITH THESE DRAWINGS.

3. SEAL ALL WALL, ROOF AND FLOOR PENETRATIONS BY PLUMBING SERVICE AIRTIGHT.

4. PROVIDE CHROME-PLATED ESCUTCHEONS AT ALL EXPOSED PIPE PENETRATIONS THROUGH WALLS.

5. COORDINATE ALL PENETRATIONS OF FLOOR SLABS, ROOF AND WALLS WITH STRUCTURAL DRAWINGS.

6. PROVIDE WATER STOP VALVES AT EACH EQUIPMENT ITEM

7. COORDINATE WITH APPROVED ARCHITECTURAL DRAWINGS BEFORE ROUGHING-IN PLUMBING

8. ALL FLOOR DRAINS AND OPEN HUB DRAINS SHALL BE INSTALLED WITH DEEP SEAL P-TRAPS. PROVIDE

TRAP SEAL WHERE SHOWN ON PLAN AND AT ALL LOCATIONS REQUIRED BY CODE AND LOCAL

AUTHORITY.

9. SLOPES OF SANITARY WASTE AND VENT SHALL BE ESTABLISHED AND VERIFIED BY CONTRACTOR PRIOR

TO PIPING BEING INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED AND NECESSARY

INVERT ELEVATIONS OBTAINED.

10. CONTRACTOR SHALL PROVIDE ALL VALVES, PRESSURE REDUCING VALVES, SHOCK ABSORBERS AND

ACCESSORIES TO COMPLETELY INSTALL ALL EQUIPMENT TO MAKE A COMPLETE INSTALLATION.

11. THE CONTRACTOR SHALL INSTALL ALL OWNER FURNISHED EQUIPMENT WITH ALL ITEMS TO MAKE

EQUIPMENT OPERABLE.

12. ALL VENTING OF FIXTURES SHALL COMPLY WITH LOCAL CODES AND ORDINANCES.

13. USE DIELECTRIC UNIONS WHERE PIPE OF DIFFERENT METALS ARE JOINED.

14. MAKE PROPER HOT & COLD WATER, WASTE, VENT ETC. PIPING CONNECTIONS TO ALL FIXTURES AND

EQUIPMENT EVEN THOUGH ALL BRANCH RUNS, ELBOWS AND CONNECTIONS ARE…

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