HHS0016943v2_Attach H-1_Project Drawings.pdf

PDF 5 MB Posted

Attached to
Water Improvements at El Paso Psychiatric Center
Solicitation number
HHS0016943v2
Issued by
El Paso County, Texas

About this file

This file comprises 100% construction documents for water improvements at El Paso Psychiatric Center (THHS), a state-owned facility operated by the Texas Health and Human Services Commission located at 4615 Alameda Avenue in El Paso, Texas. The project deliverables include comprehensive engineering plans prepared by Walter P. Moore and Associates, Inc., covering civil, mechanical, electrical, plumbing, fire protection, and architectural systems. The scope of work encompasses site water line improvements, including new domestic water service installation from the street to the building, backflow preventer installation in an enclosure with slab-mounted heater, water meter vault construction, pressure reducing valve installation, and associated demolition of existing water infrastructure from the street to the meter. Interior work includes new copper piping installation for domestic cold water supply, coordination with existing systems, ceiling modifications for pipe routing, and restoration of removed architectural elements including ceiling tiles, light fixtures, HVAC components, speakers, and smoke detectors. The construction documents indicate collaboration among multiple disciplines: Civil Engineer Walter P. Moore and Associates (601 North Mesa St., Suite 1475, El Paso, Texas), Electrical Engineer at 330 Eubank Court, and an Architect, with technical review and approval processes required from the Texas Health and Human Services Commission.

The construction documents dated May 2, 2025 (original issue) and November 18, 2025 (revisions) specify that contractor responsibilities include field verification of all existing conditions, coordination with El Paso Water for external demolition and system tie-ins, protection of existing utilities and structures, management of system shutdowns, and coordination across trades to resolve spatial conflicts in the constrained work environment. Materials specifications require copper Type K and L piping (ASTM B88) for domestic water systems, hubless cast iron soil pipe for sanitary sewer and vent, and galvanized steel ductwork. Critical requirements include minimum 4-foot pipe embedment depth, firestop sealing at penetrations, vibration isolation for equipment, seismic restraints per SMACNA guidelines, and compliance with 2021 International Building Codes, NFPA standards, and local authority amendments. The project mandates contractor coordination with utility companies for all tie-in costs, comprehensive submittals and shop drawings, temporary plumbing systems to maintain operations during phasing, and documentation of existing conditions through photographs before work begins.

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Other files

File Type Posted
HHS0016943v2 Addendum 2 PCS 121.pdf PDF
HHS0016943v2 Responses to Questions.pdf PDF
HHS0016943v2 Addendum 1 PCS 121.pdf PDF
HHS0016943v2 Attach H-3_Addendum 1 to Project Drawings and Project Specifications.pdf PDF
HHS0016943v2 PPW Attendance Roster.pdf PDF
HS0016943v2 HSP Training.pdf PDF
ESBD_510337_1780518856960_RFP HHS0016943v2_Addendum 2.pdf PDF
HHS0016943v2 Site Visit Sign in Sheet.pdf PDF
HHS0016943v2_Exhibit E_Respondent's Information, Disclosures, and Financial Form.pdf PDF
HHS0016943v2_Attach A_Contract_Affs.pdf PDF
HHS0016943v2_Exhibit C_Draft General Construction Services Contract.pdf PDF
HHS0016943v2_Attach E_Prevailing Wage Rates.pdf PDF
HHS0016943v2_Attach I_Negotiated Modifications to the Proposal.pdf PDF
HHS0016943v2_Exhibit B_HUB Requirements.pdf PDF
HHS0016943v2_Attach H-2_Project Specifications.pdf PDF
HHS0016943v2_Attach G_HSP.pdf PDF
HHS0016943v2_Exhibit F_Respondent's Pricing Proposal Form.pdf PDF
HHS0016943v2_Exhibit G_Evaluation Tool.pdf PDF
HHS0016943v2_Exhibit A_Affs_and_Solicitation_Acceptance.pdf PDF
HHS0016943v2_Attach C_Project Special Conditions.pdf PDF
HHS0016943v2_Attach F_Signed Pricing Proposal.pdf PDF
HHS0016943v2_Attach D_Facility Specific Policies and Procedures.pdf PDF
HHS0016943v2_Attach B_Texas UGCs (Version 2.2).pdf PDF
ESBD_510337_1777054076977_RFP HHS0016943v2.pdf PDF
HHS0016943v2_Exhibit D_Exceptions Form.pdf PDF
HHS0016943v2_Attach J_HHS UTCs - Vendor v 3.4 Nov 2023.pdf PDF
HHS0016943v2_Exhibit H_Site Visit Location.pdf PDF
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Attachment H-1

Project Drawings

EL PASO PSYCHIATRIC CENTER (THHS)

WATER IMPROVEMENTS

4615 ALAMEDA AVE., EL PASO, TEXAS

ENGINEERING PLANS

FOR

NORTH

MP ENGINEER

MAY 2, 2025

ARCHITECT

Texas Health and Human Services Commission P.O. Box 12668 Mail Code 2064

Austin, Texas 78711-2668

OWNER

CIVIL

ENGINEER

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

ELECTRICAL

ENGINEER

330 Burbank Ct, El Paso, Texas 79902

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

11-18-2025

ORIGINAL ISSUE

-N ov -2

- 1 :1

PM

X:

\M

\2

5\

1-

T

H H

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Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

G N

.d w g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

GENERAL NOTES:

DIMENSION CONTROL AND PAVING:

GRADING NOTES:

UTILITY NOTES:

CONCRETE

Know what's below.

Callbefore you dig.

GENERAL NOTES

C0.2

STAT E OF TEXAS

PROFES S IO N A L E NGINEERL I C ENS ED

106776

GABRIELA RAMOS

Walter P. Moore and Associates, Inc.

TBPE Firm Registration No. 1856

11/18/2025

BO

LL

P L.

EL

P

AS

O

PS

YC

HI

AT

RI

C

CE

N

TE

R

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

11-18-2025

ORIGINAL ISSUE

-N ov -2

- 1 :2

PM

X:

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1-

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3- Pr od uc tio n\

-S he et s\ M

-2

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D M

.d w g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

SCALE: 1"= 10'

0 10 2010

Edge of Pavement

FL41.07

R.O.W.

Electric

Storm Sewer/MH

Water Line/Fire Hydrant/Valve Sanitary Sewer/MH/Cleanout Curb Inlet/Grate Inlet

Slope Fence Phone

Flow Line

Gas

FL 42.25

1%

EXISTING

Curb

LEGEND

PROPOSED

Limit of Construction LOC

DEMOLITION PLAN

A. DEMOLITION FROM THE STREET UP TO THE METER WILL BE

PERFORMED BY EL PASO WATER.

B. COORDINATE WITH EL PASO WATER PRIOR TO DEMOLITION

WORK.

Sheet Notes:

FULL-DEPTH SAWCUT

PROTECT IN PLACE EXISTING UTILITY

REMOVE EXISTING CONCRETE

REMOVE EXISTING CONCRETE CURB

Key Notes:

PROTECT IN PLACE EXISTING TREE

REMOVE AND REUSE EXISTING BOULDER

CONTRACTOR TO PROTECT EXISTING PAVEMENT AND TO

REPLACE DAMAGED PAVEMENT TO ORIGINAL CONDITIONS

PROTECT IN PLACE EXISTING CURB

9 PROTECT IN PLACE CONCRETE

C1.0

STAT E OF TEXAS

PROFES S IO N A L E NGINEERL I C ENS ED

106776

GABRIELA RAMOS

Walter P. Moore and Associates, Inc.

P L.

240' TO

ALBERTA ST.

285' TO

ALAM

EDA ST.

5'

49.3'

12'

32.9'

12.9'

EL

P

AS

O

PS

YC

HI

AT

RI

C

CE

N

TE

R

21'

3'

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

11-18-2025

ORIGINAL ISSUE

-N ov -2

- 1 :3

PM

X:

\M

\2

5\

1-

T

H H

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Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

U T.

dw g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

SCALE: 1"= 10'

0 10 2010

Edge of Pavement

FL41.07

R.O.W.

Electric

Storm Sewer/MH

Water Line/Fire Hydrant/Valve Sanitary Sewer/MH/Cleanout Curb Inlet/Grate Inlet

Slope Fence Phone

Flow Line

Gas

FL 42.25

1%

EXISTING

Curb

LEGEND

PROPOSED

Limit of Construction LOC

UTILITY PLAN

C2.0

A. CONTRACTOR TO MATCH EXISTING GRADES.

B. CONTRACTOR TO MATCH EXISTING SIDEWALK WIDTH AND

THICKNESS.

C. PIPE EMBEDMENT SHALL BE 4' MINIMUM TO THE TOP OF PIPE.

REF. SHEET C4.0. MAINTAIN PIPE EMBEDMENT OF 4' MINIMUM

FROM METER BOX TO THE BUILDING.

D. OFFSET ELECTRICAL CONDUIT A FOOT AWAY FROM THE WATER

LINE FROM THE BACKFLOW PREVENTER TO THE BUILDING. REF.

SHEET E1.0.

E. EXISTING UNDERGROUND ELECTRICAL LINES MAY BE PRESENT

ON SITE. CONTRACTOR SHALL SPOT OR CIRCUIT TRACE PRIOR

TO TRENCHING.

F. OTHER EXISTING UNDERGROUND UTILITIES MAY BE PRESENT

ON SITE.

G. CONTRACTOR SHALL TIE THE LOCATION OF THE PROPOSED

WATER LINE TO A NEARBY MONUMENT AND INCLUDE AS PART

OF THEIR RECORD DRAWINGS.

Sheet Notes:

STAT E OF TEXAS

PROFES S IO N A L E NGINEERL I C ENS ED

106776

GABRIELA RAMOS

Walter P. Moore and Associates, Inc.

P L.

EL

P

AS

O

PS

YC

HI

AT

RI

C

CE

N

TE

R

X

XX

X

X

X X

X X X

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

11-18-2025

ORIGINAL ISSUE

-N ov -2

- 1 :4

PM

X:

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\2

5\

1-

T

H H

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Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

EC

P.

dw g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

SCALE: 1"= 10'

0 10 2010

LEGEND

REINFORCED FILTER FABRIC BARRIER

INLET PROTECTION BARRIER

RFB

IPB

NOTES:

1. ALL AFFECTED INLETS SHALL BE PROTECTED BEFORE

CONSTRUCTION ACTIVITIES BEGIN.

2. SEDIMENT AND EROSION CONTROLS INCLUDING

NON-STORMWATER DISCHARGES SHALL BE AS PER

THE SPECIFICATIONS.

EROSION CONTROL NOTES

1. REINFORCED SILT FENCES AND INLET PROTECTION TO BE

PROVIDED DURING CONSTRUCTION OF THIS PROJECT, AND

REMOVED UPON CONSTRUCTION COMPLETION (SEE SPECS. AND

DETAILS).

2. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES, ALL AREAS

DISTURBED ARE TO BE RESTORED TO ORIGINAL CONDITIONS.

EROSION CONTROL

PLAN

C3.0

STAT E OF TEXAS

PROFES S IO N A L E NGINEERL I C ENS ED

106776

GABRIELA RAMOS

Walter P. Moore and Associates, Inc.

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

-M ay -2

- 6 :3

PM

X:

\M

\2

5\

1-

T

H H

S W at er

Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

EC

D

.d w g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

EROSION CONTROL

DETAILS

C3.1

STATE OF TEXAS

PROFESS IONA L ENGINEE

R

L ICENSED

154433

MIRIAM GONZALEZ

Walter P. Moore and Associates, Inc.

05/02/2025

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

-M ay -2

- 6 :3

PM

X:

\M

\2

5\

1-

T

H H

S W at er

Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

D T.

dw g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

DETAILS

C4.0

CUSTOMER

RESPONSIBILITY

CUSTOMER

RESPONSIBILITY

A

P

C E

B D

CONTRACTOR

RESPONSIBILITY

GI

F

D J

A

M

M

H

RESPONSIBILITY

K

CONTRACTOR

I H

B DC E GF E D J K

N N

O

L

12" MIN.

K

L K

#4 REBAR @ 6" O.C.

12"

24"

E

36" MAX.

Q

PAVED SURFACE

NATURAL GROUND

TOTAL AREA EQUALS AREA

1/4 PIPE DIAMETER

8" MINIMUM

MAX. SLOPE

AREA FOR TEE

13 SQ. FEET

23 SQ. FEET

29 SQ. FEET18"

16"

6 SQ. FEET

9 SQ. FEET 10"

12"

8"

12 SQ. FEET

15 SQ. FEET

3 SQ. FEET

5 SQ. FEET

7 SQ. FEET

TEE, DEAD END

90° BEND

WATER PIPE

4" & LESS

PIPE

SIZE

3 SQ. FEET

4 SQ. FEET 6"

22 1/2° BENDS

3 SQ. FEET

3 SQ. FEET

45° AND

Y

THRUST BLOCK

AREA (Y & W

)W

1/2 AREA REQUIRED

FOR 90° BEND

REQUIRED FOR TEE

A

A

A

1' MINIMUM

A

A

R

L ICENSED

154433

MIRIAM GONZALEZ

Walter P. Moore and Associates, Inc.

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

-M ay -2

- 3 :5

PM

X:

\M

\2

5\

1-

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Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

D T.

dw g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

DETAILS

C4.1

R

L ICENSED

154433

MIRIAM GONZALEZ

Walter P. Moore and Associates, Inc.

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

-M ay -2

- 1 1:

A

M

X:

\M

\2

5\

1-

T H

H S

W at er Im pr ov em en ts

El P as o\

C iv il\ 3-

Pr od uc tio n\

-S he et s\

M

-2

-0

0- G

N W

.d w g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

GENERAL NOTES:

I. DESIGN CRITERIA

II. NON-DESTRUCTIVE EVALUATION

III. SELECTIVE DEMOLITION

IV. SUBMITTALS

GENERAL WALL NOTES

R0.1

Abigailb Stamp

Abigailb Text Box

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

-M ay -2

- 1 1:

A

M

X:

\M

\2

5\

1-

T H

H S

W at er Im pr ov em en ts

El P as o\

C iv il\ 3-

Pr od uc tio n\

-S he et s\

M

-2

-0

0- G

N W

.d w g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

GENERAL NOTES CONT.:

V. MISCELLANEOUS

VI. DRAWING INTERPRETATION

GENERAL WALL

NOTES 2

R0.2

Abigailb Stamp

Abigailb

1-1 2" 1"

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

M11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

-M ay -2

- 6 :3

PM

X:

\M

\2

5\

1-

T

H H

S W at er

Im pr ov em en ts

El

P as o\ C iv il\

3- Pr od uc tio n\

-S he et s\ M

-2

-0 0-

D T

W

AL

LS

.d w g

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

CONCRETE BASEMENT

WALL DETAILS

R1.0

Abigailb Stamp

Abigailb

SD

S

SD

S

S

SDSSDSSSD

S

SD

S

SD

S

S

SDSSDS

OPEN - NO CEILING. EXPOSED STRUCTURE

ACOUSTICAL LAY IN CEILING TILE TO BE

REINSTALLED

NO WORK IN THIS AREA.

DIFFUSER TO BE REINSTALLED

LIGHT FIXTURE TO BE REINSTALLED

FIRE SPRINKLER TO REMAIN UNDISTURBED

SPEAKER TO BE REINSTALLED

SMOKE DETECTOR TO BE REINSTALLED

SPOTLIGHT TO BE REINSTALLED

RCP LEGEND

S

ELEV.

E104E104

ELEV.

E101E101

ELEV.

E103E103

LIBRARY

00360036

CONFERENCE

00370037

OFFICE

00380038

COORD.

00310031

R.R.

00400040

R.R.

00390039

OFFICE

00430043

OFFICE

00440044

OFFICE

00450045

OFFICE

00460046

OFFICE

00470047

OFFICE

00480048

CONF.

00500050

OFFICE

00510051

OFFICE

00540054

OFFICE

N/AN/A

OFFICE

00530053

CONF.

00520052 OFFICE

00560056WORK RM.

00490049

OFFICE

00420042

STOR.

00410041

SPR.

00300030

MED.

RECORDS

00290029

CLERICAL

00280028

UTIL.

00270027

GARDEN

COURT

P101P101

OFFICE

00250025

WORKROOM

00240024

OFFICE

00090009

OFFICE

00050005

OFFICE

00100010

OFFICE

00070007

ACCTS.

00220022

OFFICE

00210021

OFFICE

00190019

OFFICE

00180018 CONF.

00170017

GARDEN

COURT

P102P102

OFFICE

00160016

OFFICE

00150015

OFFICE

00200020

R.R. WOM.

00130013

R.R. MENS

00120012

LOUNGE

00110011

PHARMACY

00580058

CONFERENCE

N/AN/A

TUNNEL

N/AN/A

HSKP

00600060

MECH.

00590059

CLEAN LINEN

00610061

STOR.

00620062

MAINTENANCE

00630063

DATA

00580058

MACH. RM.

00660066

M.I.S

0000100001WOMEN

00040004

R.R.

N/AN/A

R.R.

N/AN/A

MEN

00050005

STOR.

00060006

M.I.S.

00030003

SOIL

00330033

ELEC.

00570057 ELEC. RM.

00650065

M

EC

H

CH

A

SE

N A

N A

MECH.

00640064

SEC. AREA

00260026

CORRIDOR

N/AN/A

SYSTEMS

OFFICE

00320032

CORRIDOR

00770077

WAITING RM.

00350035

CORRIDOR

N/AN/A

OFFICE

00340034

SERVICE

LOBBY

00730073

CORRIDOR

00800080

COPY

0014A0014A

SECRETARY

00140014

OFFICE

N/AN/A

ELEV. LOBBY

00720072

CORRIDOR

00710071

TECH.

00020002

CONFERENCE

N/AN/A CONFERENCE

N/AN/A

WORKROOM

N/AN/A

REPORT

N/AN/A

LOCKER

N/AN/A

R.R.

N/AN/A

R.R.

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

MEN

N/AN/A

LOKER

N/AN/A

WOMEN

N/AN/A

CORRIDOR

N/AN/A

RECEPTIONIST

00750075

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

OFFICE

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

EXAM

N/AN/A

CORRIDOR

00740074

WAITING

N/AN/A

RECEPTIONIST

N/AN/A

OFFICE

N/AN/A

A1.0

A2.0

CORRIDOR

00760076

CORRIDOR

00740074

GENERAL NOTES

A.

B.

C.

CENTER SMOKE DETECTORS, FIRE SPRINKLER HEADS,

LIGHT FIXTURES, IN CENTER OF CEILING TILE, UNLESS

NOTED OTHERWISE.

ALL CEILING GRIDS SHALL BE CENTERED IN THE ROOM

U.N.O.

ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR

ELEVATION.

-M ar -2

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GENERAL NOTESA.B.C.CENTER SMOKE DETECTORS, FIRE SPRINKLER HEADS,LIGHT FIXTURES, IN CENTER OF CEILING TILE, UNLESSNOTED OTHERWISE.ALL CEILING GRIDS SHALL BE CENTERED IN THE ROOMU.N.O.ALL CEILING HEIGHTS ARE FROM FINISHED FLOORELEVATION.

S

SD

S

S

SDSSDS

S

SD

S

S

SDSSDS

SD

SSD

S

SD

PROJECT NO. DESIGNED BY REVIEWED BY DRAWN BY

M11-25001-00 OT RJ EM

ORIGINAL ISSUE DATE

TRUE NORTHPLAN NORTH KEYPLAN

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

NO. DATE REVISION

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

05/02/2025100% CONSTRUCTION DOCUMENTS

A0.0

REFERENCE BASEMENT RCP

05/02/2025

0 20'10'5'

SCALE: 3/32" = 1'-0"A0.0

01 REFERENCE BASEMENT REFLECTED CEILING PLAN

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21 7 4 5

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AR

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21 7 4 5

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21 7 4 5

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S

SD

S

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S

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GENERAL NOTES

A.

B.

C.

D.

E.

F.

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

DIMENSIONS AND NEW WORK AND SHALL BE RESPONSIBLE

FOR THEIR ACCURACY,ANY DIFFERENCES FOUND SHALL

BE SUBMITTED TO THE ARCHITECT IN WRITING FOR

CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS OF

CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY

OUTSTANDING COST, MEANS, OR SCHEDULE. PRIOR TO BID

SUBMITTANCE.

PATCHING OF WALLS AND HARD CEILINGS WILL INCLUDE

REFINISHING ENTIRE SURFACE TO NEAREST TERMINATION

POINT, CORNER, CONTROL JOINT OR EXPANSION JOINT.

AT EXISTING FIRE RATED PARTITIONS PATCH AND SEAL ALL

PENETRATIONS AFTER REMOVAL OF DUCTS, CONDUITS,

PIPES, ETC. APPLY FIRE RESISTANT UL APPROVED

MATERIAL AND SEALANT.

THE CONTRACTOR MUST DOCUMENT EXISTING

CONDITIONS OF LIGHT FIXTURES, CEILING TILES, AND

OTHER REMOVED ELEMENTS WITH PHOTOGRAPHS

BEFORE STARTING WORK.

NOT ALL ARCHITECTURAL DEMOLITION SCOPE IS

INDICATED ON THE PLANS. CONTRACTOR IS TO REFER TO

ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL REQUIREMENTS. DEMOLITION REQUIRED FOR

THESE SYSTEMS WILL INCLUDE PATCHING FLOORS,

CEILINGS, WALLS, ETC., TO RESTORE EXISTING

CONSTRUCTION AND FINISH.

1 1

EXIST.ACT

9' - 0"

EXIST.ACT

9' - 0"

EXIST.ACT

9' - 0"

EXIST.ACT

9' - 0"

CORRIDORCORRIDOR

CORRIDOR

RECEPTIONIST

CORRIDOR

STAIRS

KEY NOTES

1. REMOVE LAY-IN CEILING TILES, GRID, LIGHTS, HVAC

SUPPLIES, RETURNS, SPEAKERS, SMOKE DETECTORS, AND

SPRINKLER HEADS AS NEEDED FOR PLUMBING WORK.

PROTECT DURING CONSTRUCTION TO BE REINSTALLED

WHEN PLUMBING WORK IS COMPLETED.

RCP LEGEND

OPEN - NO CEILING. EXPOSED STRUCTURE

NO WORK IN THIS AREA.

DIFFUSER TO BE REMOVED

LIGHT FIXTURE TO BE REMOVED

FIRE SPRINKLER TO REMAIN UNDISTURBED

SPEAKER TO BE REMOVED

SMOKE DETECTOR TO BE REMOVED

SPOTLIGHT TO BE REMOVED

ACOUSTICAL LAY IN CEILING TILE TO BE

REMOVED

S

-M ar -2

- 5 :3

PM

K:

\2

5-

TH

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EP

P sy ch ia tri c C en te r I m pr ov em en ts \0

C or re sp on de nc e\ C on su lta nt s\ C ar di na \2

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\T itl eb lo ck .d w g

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GENERAL NOTESA.B.C.CENTER SMOKE DETECTORS, FIRE SPRINKLER HEADS,LIGHT FIXTURES, IN CENTER OF CEILING TILE, UNLESSNOTED OTHERWISE.ALL CEILING GRIDS SHALL BE CENTERED IN THE ROOMU.N.O.ALL CEILING HEIGHTS ARE FROM FINISHED FLOORELEVATION.

S

SD

S

S

SDSSDS

S

SD

S

S

SDSSDS

SD

SSD

S

SD

PROJECT NO. DESIGNED BY REVIEWED BY DRAWN BY

M11-25001-00 OT RJ EM

ORIGINAL ISSUE DATE

TRUE NORTHPLAN NORTH KEYPLAN

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

NO. DATE REVISION

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

05/02/2025100% CONSTRUCTION DOCUMENTS

A1.0

DEMOLITION BASEMENT RCP

05/02/2025

0 20'10'5'

SCALE: 1/8" = 1'-0"A1.0

01 BASEMENT DEMOLITION REFLECTED CEILING PLAN

AT

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21 7 4 5

Z

05/02/2025

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21 7 4 5

Z

05/02/2025

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IS

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AR

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21 7 4 5

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05/02/2025

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AR

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21 7 4 5

SSD

S

SD

S

SD

S

S

SDSSDS

OPEN - NO CEILING. EXPOSED STRUCTURE

ACOUSTICAL LAY IN CEILING TILE TO BE

REINSTALLED

NO WORK IN THIS AREA.

DIFFUSER TO BE REINSTALLED

LIGHT FIXTURE TO BE REINSTALLED

FIRE SPRINKLER TO REMAIN UNDISTURBED

SPEAKER TO BE REINSTALLED

SMOKE DETECTOR TO BE REINSTALLED

SPOTLIGHT TO BE REINSTALLED

RCP LEGEND

S

KEY NOTES

1. REINSTALL LAY-IN CEILING TILES AND REINSTALL ALL

FIXTURES AND SYSTEMS IN THEIR ORIGINAL LOCATIONS.

THE CONTRACTOR IS RESPONSIBLE FOR ANY PATCHING,

PAINTING, OR REPAIRS RESULTING FROM THE PLUMBING

WORK.

1 1

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

EXIST.ACT

9' - 0"

EXIST.ACT

9' - 0"

EXIST.ACT

9' - 0"

EXIST.ACT

9' - 0"

CORRIDOR

00770077

RECEPTIONIST

00750075

CORRIDOR

00740074

STAIR

S103S103

CORRIDOR

00740074

CORRIDOR

00760076

GENERAL NOTES

A.

B.

C.

CENTER SMOKE DETECTORS, FIRE SPRINKLER HEADS,

LIGHT FIXTURES, IN CENTER OF CEILING TILE, UNLESS

NOTED OTHERWISE.

ALL CEILING GRIDS SHALL BE CENTERED IN THE ROOM

U.N.O.

ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR

ELEVATION.

0 20'10'5'

SCALE: 1/8" = 1'-0"A2.0

01 BASEMENT REFLECTED CEILING PLAN

-M ar -2

- 5 :3

PM

K:

\2

5-

TH

H S

EP

P sy ch ia tri c C en te r I m pr ov em en ts \0

C or re sp on de nc e\ C on su lta nt s\ C ar di na \2

Ti tle B lo ck

\T itl eb lo ck .d w g

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M ar qu ez

GENERAL NOTESA.B.C.CENTER SMOKE DETECTORS, FIRE SPRINKLER HEADS,LIGHT FIXTURES, IN CENTER OF CEILING TILE, UNLESSNOTED OTHERWISE.ALL CEILING GRIDS SHALL BE CENTERED IN THE ROOMU.N.O.ALL CEILING HEIGHTS ARE FROM FINISHED FLOORELEVATION.

S

SD

S

S

SDSSDS

S

SD

S

S

SDSSDS

SD

SSD

S

SD

PROJECT NO. DESIGNED BY REVIEWED BY DRAWN BY

M11-25001-00 OT RJ EM

ORIGINAL ISSUE DATE

TRUE NORTHPLAN NORTH KEYPLAN

Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

NO. DATE REVISION

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

05/02/2025100% CONSTRUCTION DOCUMENTS

A2.0

05/02/2025

AT

T S

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SA

R

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21 7 4 5

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05/02/2025

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21 7 4 5

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05/02/2025

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05/02/2025

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21 7 4 5

BASEMENT RCP

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

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EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

PLUMBING LEGEND,

SCHEDULES AND NOTES

P0.0

GENERAL NOTES:PLUMBING NOTES:

MATERIALS

AutoCAD SHX Text

# OF SHEET ON WHICH CONDITION IS DRAWN

AutoCAD SHX Text

DETAIL #

AutoCAD SHX Text

NEW WORK INTERFACE

AutoCAD SHX Text

NATURAL GAS REGULATOR

AutoCAD SHX Text

WALL HYDRANT

AutoCAD SHX Text

NATURAL GAS METER

AutoCAD SHX Text

GM

AutoCAD SHX Text

DOMESTIC WATER METER

AutoCAD SHX Text M

AutoCAD SHX Text

VENT THRU ROOF

AutoCAD SHX Text

PIPING CAPPED

AutoCAD SHX Text

PIPING CONTINUATION

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

PSI

AutoCAD SHX Text A.F.F.

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text B.O.P.

AutoCAD SHX Text

BOTTOM OF PIPE

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

LBS

AutoCAD SHX Text

NORTH DIRECTION

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

EXISTING EQUIPMENT

AutoCAD SHX Text

NEW EQUIPMENT

AutoCAD SHX Text

ANGLE VALVE

AutoCAD SHX Text

"Y" TYPE STRAINER

AutoCAD SHX Text

3-WAY VALVE

AutoCAD SHX Text

EXISTING BALL VALVE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

COLD WATER

AutoCAD SHX Text

VENT

AutoCAD SHX Text

HOT WATER

AutoCAD SHX Text

PIPING TURNING UP

AutoCAD SHX Text

TYPICAL PLUMBING FIXTURE CONNECTIONS

AutoCAD SHX Text

DIRECTION OF SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

PIPING TURNING DOWN

AutoCAD SHX Text

ISOLATION BALL VALVE

AutoCAD SHX Text

GAS SHUT-OFF VALVE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

VALVES AND FITTINGS

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

DEMOLITION / REMOVED

AutoCAD SHX Text

PLUMBING LEGEND

AutoCAD SHX Text

PLUMBING LEGEND

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

DCW

AutoCAD SHX Text

EDCW

AutoCAD SHX Text

DHW

AutoCAD SHX Text

DHR

AutoCAD SHX Text G

AutoCAD SHX Text

CD

AutoCAD SHX Text

SS

AutoCAD SHX Text

EG

AutoCAD SHX Text

ESS

AutoCAD SHX Text

SYMBOLS

AutoCAD SHX Text

NEW

AutoCAD SHX Text

AG

AutoCAD SHX Text

CO

AutoCAD SHX Text

DSN

AutoCAD SHX Text

DCO

AutoCAD SHX Text

GM

AutoCAD SHX Text

EWC(-H)

AutoCAD SHX Text

FD

AutoCAD SHX Text

FS

AutoCAD SHX Text

HB

AutoCAD SHX Text L(-H)

AutoCAD SHX Text

MSB

AutoCAD SHX Text

PRV

AutoCAD SHX Text

ORD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RCP

AutoCAD SHX Text S

AutoCAD SHX Text

SH(-H)

AutoCAD SHX Text

TD

AutoCAD SHX Text

TP

AutoCAD SHX Text U(-H)

AutoCAD SHX Text

VTR

AutoCAD SHX Text

WC(-H)

AutoCAD SHX Text

WCO

AutoCAD SHX Text

BFP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EVTR

AutoCAD SHX Text

EBFP

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DOMESTIC COLD WATER SUPPLY

AutoCAD SHX Text

DOMESTIC HOT WATER SUPPLY

AutoCAD SHX Text

DOMESTIC HOT WATER RETURN

AutoCAD SHX Text

NATURAL GAS LINE

AutoCAD SHX Text

CONDENSATE DRAIN LINE

AutoCAD SHX Text

SEWER UNDERGROUND

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

VENT LINE

AutoCAD SHX Text

AIR GAP

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

DOWN SPOUT NOZZLE

AutoCAD SHX Text

DOUBLE CLEAN OUT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

ELECTRIC WATER COOLER (HANDICAPPED)

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

FLOOR SINK

AutoCAD SHX Text

HOSE BIBB

AutoCAD SHX Text

LAVATORY (HANDICAPPED)

AutoCAD SHX Text

MOP SERVICE BASIN

AutoCAD SHX Text

PRESSURE REDUCING VALVE

AutoCAD SHX Text

OVERFLOW ROOF DRAIN

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

RECIRCULATION PUMP

AutoCAD SHX Text

SINK

AutoCAD SHX Text

SHOWER (HANDICAPPED)

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRAP PRIMER

AutoCAD SHX Text

URINAL (HANDICAPPED)

AutoCAD SHX Text

VENT THRU ROOF

AutoCAD SHX Text

WATER CLOSET (HANDICAPPED)

AutoCAD SHX Text

WALL CLEAN OUT

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

EDHW

AutoCAD SHX Text

FU

AutoCAD SHX Text

SEWER FIXTURE UNIT COUNT

AutoCAD SHX Text

FU

AutoCAD SHX Text

UG

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

EFD

AutoCAD SHX Text

EFS

AutoCAD SHX Text

EAG

AutoCAD SHX Text

ECO

AutoCAD SHX Text

EDSN

AutoCAD SHX Text

EDCO

AutoCAD SHX Text

EGM

AutoCAD SHX Text V

AutoCAD SHX Text

EMSB

AutoCAD SHX Text

ES

AutoCAD SHX Text

ESH(-H)

AutoCAD SHX Text

ETD

AutoCAD SHX Text

ETP

AutoCAD SHX Text

EWCO

AutoCAD SHX Text

EUG

AutoCAD SHX Text

EDHR

AutoCAD SHX Text

ECD

AutoCAD SHX Text

EV

AutoCAD SHX Text

EL

AutoCAD SHX Text

EEWC

AutoCAD SHX Text

DI WATER LINE (DIONIZED WATER)

AutoCAD SHX Text

DI

AutoCAD SHX Text

EDI

AutoCAD SHX Text

CFU

AutoCAD SHX Text

COLD WATER FIXTURE UNIT COUNT

AutoCAD SHX Text

CFU

AutoCAD SHX Text

HFU

AutoCAD SHX Text

HOT WATER FIXTURE UNIT COUNT

AutoCAD SHX Text

HFU

AutoCAD SHX Text

FCO

AutoCAD SHX Text

FLOOR CLEAN OUT

AutoCAD SHX Text

EFCO

AutoCAD SHX Text

EU

AutoCAD SHX Text

EWC

AutoCAD SHX Text

ERCP

AutoCAD SHX Text

ERD

AutoCAD SHX Text

EORD

AutoCAD SHX Text

EPRV

AutoCAD SHX Text

EHB

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

SD

AutoCAD SHX Text

SS

AutoCAD SHX Text

SERVICE SINK

AutoCAD SHX Text

ESS

AutoCAD SHX Text W

AutoCAD SHX Text

EW

AutoCAD SHX Text

WATER SERVICE

AutoCAD SHX Text

HY

AutoCAD SHX Text

WALL HYDRANT

AutoCAD SHX Text

EHY

AutoCAD SHX Text

SUG

AutoCAD SHX Text

ESUG

AutoCAD SHX Text

CIRCUIT SETTER

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

COMBINED TEMPERATURE AND PRESSURE

AutoCAD SHX Text

RELIEF VALVE

AutoCAD SHX Text

THERMOMETER

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text

RECIRCULATING PUMP

AutoCAD SHX Text

ESD

AutoCAD SHX Text

BACKWATER VALVE

AutoCAD SHX Text I.E.

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

CIRCUIT SETTER (ISOMETRIC)

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text

AutoCAD SHX Text

WM

AutoCAD SHX Text

SP

AutoCAD SHX Text

WHA

AutoCAD SHX Text

EWM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

WATER HAMMER ARRESTOR

AutoCAD SHX Text

CSS

AutoCAD SHX Text

CLINICAL SERVICE SINK

AutoCAD SHX Text

ECSS

AutoCAD SHX Text

RM#

AutoCAD SHX Text

ROOM NUMBER

AutoCAD SHX Text

BP

AutoCAD SHX Text

EBP

AutoCAD SHX Text

BOOSTER PUMP

AutoCAD SHX Text

ESP

AutoCAD SHX Text

EWHA

AutoCAD SHX Text

ST

AutoCAD SHX Text

WATER STORAGE TANK

AutoCAD SHX Text

EST

AutoCAD SHX Text

HWP

AutoCAD SHX Text

HOT WATER PUMP

AutoCAD SHX Text

EHWP

AutoCAD SHX Text

WH

AutoCAD SHX Text

WATER HEATER

AutoCAD SHX Text

EWH

AutoCAD SHX Text

FP

AutoCAD SHX Text

FIRE PROTECTION WATER SUPPLY

AutoCAD SHX Text

EFP

AutoCAD SHX Text B

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

EB

AutoCAD SHX Text

OS

AutoCAD SHX Text

OIL SEPARATOR

AutoCAD SHX Text

EOS

AutoCAD SHX Text

AS

AutoCAD SHX Text

AIR SEPARATOR

AutoCAD SHX Text

EAS

AutoCAD SHX Text

ET

AutoCAD SHX Text

EXPANSION TANK

AutoCAD SHX Text

EET

AutoCAD SHX Text

FC

AutoCAD SHX Text

FAN COIL

AutoCAD SHX Text

EFC

AutoCAD SHX Text

CP

AutoCAD SHX Text

CONDENSATE PUMP

AutoCAD SHX Text

ECP

AutoCAD SHX Text

AHU

AutoCAD SHX Text

AIR HANDLER UNIT

AutoCAD SHX Text

EAHU

AutoCAD SHX Text

EU

AutoCAD SHX Text

EVAPORATIVE UNIT

AutoCAD SHX Text

EEU

AutoCAD SHX Text

OSD

AutoCAD SHX Text

SD

AutoCAD SHX Text

OVERFLOW STORM DRAIN

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

ESD

AutoCAD SHX Text

EOSD

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1. CONTRACTOR SHALL COMPLY WITH LOCAL, STATE AND FEDERAL CODE ORDINANCES, RULES AND CONTRACTOR SHALL COMPLY WITH LOCAL, STATE AND FEDERAL CODE ORDINANCES, RULES AND REGULATIONS. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR PHASING AND SEQUENCING WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR PHASING AND SEQUENCING WORK. 3. BEFORE COMMENCING WORK, GENERAL CONTRACTOR AND INSTALLING CONTRACTORS (JOINTLY BEFORE COMMENCING WORK, GENERAL CONTRACTOR AND INSTALLING CONTRACTORS (JOINTLY REFERRED TO HEREAFTER AS "CONTRACTOR") SHALL SECURE COPIES OF RECORD DRAWINGS SHOWING EXISTING BUILDING SYSTEMS AND FEATURES. RECORD DRAWINGS AND THESE PROJECT DRAWINGS MAY NOT REFLECT EXISTING CONDITIONS ACCURATELY, THEREFORE CONTRACTORS SHALL VERIFY EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL IDENTIFY THE LOCATION AND DETERMINE THE PURPOSE OF EXISTING EQUIPMENT, VALVES, CONTROLS, PIPES, ETC. BEFORE COMMENCING CONSTRUCTION. 4. SOME INFORMATION APPEARS ON ONE DOCUMENT BUT NOT ON OTHER DOCUMENTS, THEREFORE SOME INFORMATION APPEARS ON ONE DOCUMENT BUT NOT ON OTHER DOCUMENTS, THEREFORE DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS ARE TO BE READ TOGETHER. IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, SPECIFICATIONS, CODES, AND STANDARDS, THE MOST STRINGENT SHALL GOVERN. 5. SOME INFORMATION APPEARS ON MORE THAN ONE DOCUMENT. IF FEATURES ARE INDICATED SOME INFORMATION APPEARS ON MORE THAN ONE DOCUMENT. IF FEATURES ARE INDICATED DIFFERENTLY ON DIFFERENT DRAWINGS (EXAMPLE #1: DIFFERENT REFLECTED CEILING PLAN LAYOUTS ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. EXAMPLE #2: ROOF CURBS AND FLASHING MAY BE SHOWN DIFFERENTLY ON MECHANICAL AND ARCHITECTURAL DRAWINGS.), CONTRACTOR SHALL REQUEST CLARIFICATION BY ARCHITECT/ENGINEER BEFORE COMMENCING CONSTRUCTION. 6. IF TWO SIZES ARE SHOWN FOR A PIPE OR DUCT (FOR EXAMPLE ONE SIZE ON THE PLAN VIEW IF TWO SIZES ARE SHOWN FOR A PIPE OR DUCT (FOR EXAMPLE ONE SIZE ON THE PLAN VIEW AND ONE SIZE ON THE ISOMETRIC VIEW), CONTRACTOR SHALL REQUEST CLARIFICATION FROM ARCHITECT/ENGINEER BEFORE PROCEEDING WITH INSTALLATION. 7. BECAUSE WORK SPACE IS LIMITED, IT IS IMPORTANT THAT CONTRACTOR COORDINATE WITH OTHER BECAUSE WORK SPACE IS LIMITED, IT IS IMPORTANT THAT CONTRACTOR COORDINATE WITH OTHER TRADES TO AVOID SPACE CONFLICTS. IT IS ANTICIPATED THAT SPACE COORDINATION WILL BE DIFFICULT, SO THE VARIOUS TRADE CONTRACTORS MUST IDENTIFY AND RESOLVE SPACE CONFLICTS BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL OFFSET DUCTWORK AND PIPING AS NECESSARY TO FIT EQUIPMENT AND MATERIALS IN SPACE ALLOTTED. 8. ALL PRODUCTS, MATERIALS, WORK, AND TECHNIQUES FOR THE MECHANICAL AND PLUMBING ALL PRODUCTS, MATERIALS, WORK, AND TECHNIQUES FOR THE MECHANICAL AND PLUMBING SYSTEMS SHALL COMPLY WITH THE MOST RIGID STANDARDS AND RECOMMENDATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); THE NATIONAL ELECTRIC CODE (NEC); 2021 INTERNATIONAL BUILDING CODES AS ADOPTED AND/OR AMENDED BY LOCAL AUTHORITIES, THE AMERICAN SOCIETY OF HEATING REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE); THE SHEET METAL AND AIR CONDITIONING CONTRACTORS (SMACNA); THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME); THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM); AND THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). ALL MATERIALS AND EQUIPMENT FOR THE ELECTRICAL PORTION OF THE MECHANICAL SYSTEM SHALL BEAR THE APPROVAL LABEL OF UNDERWRITERS LABORATORIES, INC. (UL). 9. CONTRACTOR SHALL PREPARE AND SUBMIT COORDINATION DRAWINGS TO ARCHITECT/ENGINEER FOR CONTRACTOR SHALL PREPARE AND SUBMIT COORDINATION DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. SUCH DRAWINGS ARE REQUIRED WHEN WORK BY SEPARATE ENTITIES REQUIRES FABRICATION OF PRODUCTS AND MATERIALS WHICH MUST ACCURATELY INTERFACE AND WHEN SPACE PROVIDED FOR INSTALLATION IS TIGHT. 10. CONTRACTOR SHALL NOT CUT, DRILL, OR ALTER ANY BUILDING ELEMENT INCLUDING WALLS, FLOORS, CONTRACTOR SHALL NOT CUT, DRILL, OR ALTER ANY BUILDING ELEMENT INCLUDING WALLS, FLOORS, CEILINGS, AND ROOFS WITHOUT FIRST RECEIVING APPROVAL FROM ARCHITECT/ENGINEER. ALL CUTS SHALL BE MADE WITH ARCHITECT/ENGINEER APPROVED CUTTING TOOLS. 11. CONTRACTOR SHALL BRACE AND/OR REINFORCE SUPPORTING DEVICES TO AVOID DAMAGE TO CONTRACTOR SHALL BRACE AND/OR REINFORCE SUPPORTING DEVICES TO AVOID DAMAGE TO BUILDING STRUCTURE, SYSTEMS, AND SURFACES. 12. HVAC, PLUMBING, AND ELECTRICAL OUTAGES MUST BE MINIMIZED. CONTRACTOR SHALL COORDINATE HVAC, PLUMBING, AND ELECTRICAL OUTAGES MUST BE MINIMIZED. CONTRACTOR SHALL COORDINATE WITH OWNER BEFORE EACH OUTAGE. CONTRACTOR SHALL PROVIDE TEMPORARY HVAC, PLUMBING, AND ELECTRICAL SYSTEMS TO ACCOMPLISH WORK WITHOUT OBJECTIONABLE OUTAGES. 13. SOUND AND VIBRATION: EQUIPMENT SHALL BE PROTECTED BY VIBRATION CONTROL DEVICES SOUND AND VIBRATION: EQUIPMENT SHALL BE PROTECTED BY VIBRATION CONTROL DEVICES (VIBRATION ELIMINATORS, EQUIPMENT SUPPORTS, FLEXIBLE CONNECTIONS, ETC.) INSTALLED IN ACCORDANCE WITH EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. PIPES SHALL BE ISOLATED FROM STUDS AND OTHER BUILDING SURFACES SO AS TO AVOID VIBRATION AND NOISE. ALL MECHANICAL PRODUCTS, EQUIPMENT, AND SYSTEMS MUST OPERATE UNDER ALL CONDITIONS OF LOAD WITHOUT ANY SOUND OR VIBRATION WHICH, IN THE SOLE OPINION OF THE ARCHITECT, IS OBJECTIONABLE. SOUND OR VIBRATION NOTICEABLE OUTSIDE THE SPACE OF A PRODUCT WILL BE CONSIDERED OBJECTIONABLE. VIBRATION WHICH, IN THE SOLE OPINION OF THE ARCHITECT/ENGINEER, WILL IMPACT ON THE LIFE, WARRANTY, OR PERFORMANCE OF A PRODUCT, WILL BE CONSIDERED OBJECTIONABLE. SOUND OR VIBRATION CONDITIONS CONSIDERED OBJECTIONABLE SHALL BE CORRECTED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 14. ACCESS FOR MAINTENANCE: CONTRACTOR SHALL LOCATE EQUIPMENT AND PRODUCTS WHICH ACCESS FOR MAINTENANCE: CONTRACTOR SHALL LOCATE EQUIPMENT AND PRODUCTS WHICH REQUIRE SERVICE, OPERATION, OBSERVATION, OR MAINTENANCE IN FULLY ACCESSIBLE POSITIONS. THIS APPLIES TO, BUT IS NOT LIMITED TO, VALVES, TRAPS, COILS, DX UNITS, FILTERS, CLEANOUTS, MOTORS, AND DAMPERS. IF DRAWINGS SHOW ITEMS IN INACCESSIBLE LOCATIONS, CONTRACTOR SHALL REQUEST INSTALLATION INSTRUCTIONS FROM ARCHITECT/ENGINEER BEFORE COMMENCING CONSTRUCTION. WHERE NECESSARY FOR ACCESS TO DEVICES, CONTRACTOR SHALL PROVIDE ARCHITECT/ENGINEER-APPROVED ACCESS PANELS. IN MECHANICAL ROOMS, CONTRACTOR SHALL INSTALL VALVES SO THEY ARE ACCESSIBLE BY A PERSON STANDING AT FLOOR LEVEL. 15. CONTRACTOR SHALL PROVIDE A TIGHT SEAL OF FIRESTOP MATERIAL AT DUCT AND PIPE CONTRACTOR SHALL PROVIDE A TIGHT SEAL OF FIRESTOP MATERIAL AT DUCT AND PIPE PENETRATIONS THROUGH WALLS, FLOORS, ROOFS, AND OTHER SURFACES. FIRESTOP SYSTEMS OTHER SURFACES. FIRESTOP SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE OFFICIAL HAVING JURISDICTION. 16. VERTICAL HANGER ELEMENTS (RODS, WIRES, ETC.) SHALL BE LOCATED SUCH THAT AT LEAST SIX VERTICAL HANGER ELEMENTS (RODS, WIRES, ETC.) SHALL BE LOCATED SUCH THAT AT LEAST SIX INCHES OF HORIZONTAL SEPARATION EXISTS BETWEEN THE HANGER ELEMENT AND OTHER OBJECTS. 17. CONTRACTOR SHALL WEATHERPROOF EQUIPMENT, DUCTS, PIPES, AND OTHER DEVICES AND CONTRACTOR SHALL WEATHERPROOF EQUIPMENT, DUCTS, PIPES, AND OTHER DEVICES AND MATERIALS WHICH ARE EXPOSED TO THE WEATHER.

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1. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR IS TO VERIFY ALL LOCATIONS OF PLUMBING FIXTURES WITH DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR IS TO VERIFY ALL LOCATIONS OF PLUMBING FIXTURES WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN AND ASSURE NECESSARY CLEARANCES ARE MAINTAINED. WHERE EXISTING CONDITIONS VARY FROM THOSE SHOWN ON DRAWINGS, CONTRACTOR SHALL MOVE/MODIFY EXISTING CONDITIONS OR REROUTE NEW FEATURES TO ACHIEVE PROJECT INTENT. PATCH ABANDONED PENETRATIONS. CONTRACTOR SHALL NOT BE ENTITLED TO EXTRA COMPENSATION FOR SAID MOVING, MODIFYING OR REROUTING. CONTRACTOR TO COORDINATE ALL LINES AND VENTS WITH OTHER DISCIPLINES (I.E. STRUCTURAL, ELECTRICAL, MECHANICAL, ETC.). 2. SEE FLOOR PLANS AND ISOMETRIC DIAGRAMS FOR MAIN PIPING SIZES. SEE PLUMBING FIXTURE SCHEDULE SEE FLOOR PLANS AND ISOMETRIC DIAGRAMS FOR MAIN PIPING SIZES. SEE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL UNIT WATER, WASTE, AND VENT SIZES. 3. PLUMBING ITEMS NOT SHOWN ON THE PLUMBING DRAWINGS BUT SHOWN ON THE ARCHITECTURAL DRAWINGS PLUMBING ITEMS NOT SHOWN ON THE PLUMBING DRAWINGS BUT SHOWN ON THE ARCHITECTURAL DRAWINGS OR REQUIRED BY GOVERNING CODES SHALL BE PROVIDED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 4. FLASH ALL PIPE, CONDUIT, AND OTHER PENETRATIONS THRU THE ROOF WITH PORTAL PLUS FLASHING OR AN FLASH ALL PIPE, CONDUIT, AND OTHER PENETRATIONS THRU THE ROOF WITH PORTAL PLUS FLASHING OR AN APPROVED WATERTIGHT SYSTEM. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 5. VERIFY EXACT LOCATION OF EXISTING WATER MAINS. VERIFY EXACT LOCATION OF EXISTING WATER MAINS. 6. THE PLUMBING SYSTEM LAYOUT SHALL BE IN CAREFUL COORDINATION WITH THE DRAWINGS AND DETERMINING THE PLUMBING SYSTEM LAYOUT SHALL BE IN CAREFUL COORDINATION WITH THE DRAWINGS AND DETERMINING PROPER ELEVATIONS FOR ALL COMPONENTS OF THE SYSTEM. THE GENERAL LAYOUT SHALL BE FOLLOWED AS SHOWN ON THE DRAWINGS IN ALL CASES, EXCEPT WHERE OTHER DISCIPLINES MAY INTERFERE. 7. BEFORE INSTALLING NEW PIPES AND CONDUITS, AND BEFORE RELOCATING OR REMOVING EXISTING PIPES, BEFORE INSTALLING NEW PIPES AND CONDUITS, AND BEFORE RELOCATING OR REMOVING EXISTING PIPES, EQUIPMENT, AND CONDUITS, CONTRACTOR SHALL CAREFULLY DIG TO LOCATE ANY EXISTING COMMUNICATION, DATA, MECHANICAL, ELECTRICAL, AND PLUMBING LINES. EXTREME CARE SHALL BE REQUIRED. CONTRACTOR WILL BE HELD FINANCIALLY RESPONSIBLE FOR REPAIR OF DAMAGE TO EXISTING LINES. 8. PROVIDE ACCESS PANELS ON WALLS AND CHASES FOR ALL VALVES, TRAP PRIMER, WATER HAMMER PROVIDE ACCESS PANELS ON WALLS AND CHASES FOR ALL VALVES, TRAP PRIMER, WATER HAMMER ARRESTORS AND OTHER DEVICES REQUIRING ADJUSTMENT AND/OR MAINTENANCE. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ACCESS DOORS AND/OR PANELS IN ACCORDANCE WITH SPECIFICATIONS. ACCESS DOORS AND/OR PANELS MUST COMPLY WITH THE FIRE RATING OF THE SURFACE WHERE THEY ARE INSTALLED. 9. COORDINATE WITH CIVIL ON WALL CORING FOR PLUMBING SYSTEM PRIOR TO COMMENCING WORK. COORDINATE WITH CIVIL ON WALL CORING FOR PLUMBING SYSTEM PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CAREFULLY MARK FINAL CORING LOCATIONS AND SUBMIT TO ARCHITECT/ENGINEER FOR APPROVAL. 10. ALL COLD, HOT AND HOT WATER RECIRCULATION LINES SHALL BE INSULATED. REFER TO SPECIFICATIONS FOR ALL COLD, HOT AND HOT WATER RECIRCULATION LINES SHALL BE INSULATED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES. THIS INCLUDES ORDERS, CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES. THIS INCLUDES ORDERS, FILLING OUT ALL FORMS, DEPOSITS, AND COORDINATING INSTALLATIONS OF GAS, WATER, SEWER, AND ELECTRICAL UTILITIES. CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH UTILITY TIE-INS. 12. PLUMBING CONTRACTOR SHALL COORDINATE WITH STRUCTURAL, ELECTRICAL, FIRE PROTECTION, AND PLUMBING CONTRACTOR SHALL COORDINATE WITH STRUCTURAL, ELECTRICAL, FIRE PROTECTION, AND MECHANICAL CONTRACTOR ON THE LAYOUT OF THE PIPING. INCLUDING, BUT NOT LIMITED TO, UNDER GROUND PIPING, DOMESTIC WATER, SEWER, FIRE PROTECTION, AND ELECTRICAL CONDUIT. 13. EXISTING UTILITIES AND PLUMBING SYSTEM WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXISTING UTILITIES AND PLUMBING SYSTEM WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK WITH ALL DISCIPLINES AND EXISTING CONDITIONS. 14. CONTRACTOR SHALL PHASE DEMOLITION AND NEW WORK AS PER CONSTRUCTION PHASING PLAN. CONTRACTOR CONTRACTOR SHALL PHASE DEMOLITION AND NEW WORK AS PER CONSTRUCTION PHASING PLAN. CONTRACTOR SHALL PROVIDE TEMPORARY PLUMBING PIPING TO MAINTAIN EXISTING PLUMBING AND MECHANICAL EQUIPMENT NOT BEING REMOVED IN OPERATION. CONTRACTOR SHALL NOT BE COMPENSATED EXTRA FOR OVERTIME OR EXTRA WORK REQUIRED FOR PHASING. 15. CAP OR PLUG PIPING THAT IS SPECIFICALLY CALLED OUT. CAPS AND PLUGS SHALL BE SAME MATERIAL AS CAP OR PLUG PIPING THAT IS SPECIFICALLY CALLED OUT. CAPS AND PLUGS SHALL BE SAME MATERIAL AS EXISTING PIPE MATERIAL. 16. EXAMINE SURFACES TO BE CUT AND PATCHED AND CONDITIONS UNDER WHICH CUTTING AND PATCHING ARE EXAMINE SURFACES TO BE CUT AND PATCHED AND CONDITIONS UNDER WHICH CUTTING AND PATCHING ARE TO BE PERFORMED. 17. CUT IN-PLACE BY SAWING, OR DRILLING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS ADJOINING CUT IN-PLACE BY SAWING, OR DRILLING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS ADJOINING CONSTRUCTION. IN GENERAL, USE POWER TOOLS DESIGNED FOR SAWING AND DRILLING, NOT HAMMERING AND CHOPPING. CUT HOLES AS SMALL AS POSSIBLE, NEATLY TO SIZE REQUIRED, AND WITH MINIMUM DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. 18. PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF NEW WORK AND DEMOLITION WORK. 19. CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY REMOVE PAINT, CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY REMOVE PAINT, MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS. 20. PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS". 21. HOUSEKEEPING PADS SHALL BE 4" HIGH WITH A MINIMUM OF 6" BEYOND EQUIPMENT (INTERIOR AND HOUSEKEEPING PADS SHALL BE 4" HIGH WITH A MINIMUM OF 6" BEYOND EQUIPMENT (INTERIOR AND EXTERIOR). CONTRACTOR SHALL MODIFY CONCRETE BASES FOR ALL EQUIPMENT AS REQUIRED BY DIMENSIONS AND LAYOUT. 22. SHOULD A DISCREPANCY OR DISCOVERY OCCUR DURING CONSTRUCTION RELATED ACTIVITIES THAT INVOLVE SHOULD A DISCREPANCY OR DISCOVERY OCCUR DURING CONSTRUCTION RELATED ACTIVITIES THAT INVOLVE HAZARDOUS OR REGULATED MATERIALS, INCLUDING BUT NOT LIMITED TO ASBESTOS CONTAINING MATERIAL, THE CONTRACTOR AND/OR ITS SUBCONTRACTORS SHALL IMMEDIATELY CEASE OPERATIONS IN THE AFFECTED AREA(S) AND CONTACT CONSTRUCTION OFFICER REPRESENTATIVE FOR FURTHER INSTRUCTIONS. 23. CONTRACTOR SHALL COORDINATE RETURN AIR SYSTEM USED BY MECHANICAL HVAC SYSTEMS. IF AIR IS CONTRACTOR SHALL COORDINATE RETURN AIR SYSTEM USED BY MECHANICAL HVAC SYSTEMS. IF AIR IS RETURNED TO HVAC UNITS BY PLENUM RETURN, AND IF PLUMBING, SEWER AND VENT LINES ARE IN AIR PLENUMS, SUCH PIPING SHALL CONFORM TO NFPA 90A AND BE NONCOMBUSTIBLE. 24. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT CONNECTIONS. MODIFY HYDRONIC, WATER, VENT, SEWER, CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT CONNECTIONS. MODIFY HYDRONIC, WATER, VENT, SEWER, ELECTRICAL AND/OR GAS PIPING AS REQUIRED, FOR PROPER CONNECTION TO EQUIPMENT, OR TO EXISTING SYSTEMS.

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AutoCAD SHX Text NEW WORK MATERIAL CONSISTS OF THE FOLLOWING: 1. DOMESTIC WATER INSIDE BUILDING: COPPER TYPE K AND L, ASTM B88 DOMESTIC WATER INSIDE BUILDING: COPPER TYPE K AND L, ASTM B88 2. DOMESTIC WATER OUTSIDE BUILDING: REFER TO CIVIL DOMESTIC WATER OUTSIDE BUILDING: REFER TO CIVIL MATERIAL FOR MODIFICATIONS TO EXISTING SYSTEMS SHALL CONSIST OF THE FOLLOWING: 1. CONDENSATE: COPPER TYPE L, ASTM B88 CONDENSATE: COPPER TYPE L, ASTM B88 2. SANITARY SEWER AND VENT: HUBLESS CAST IRON SOIL PIPE AND FITTINGS, ASTM A888 SANITARY SEWER AND VENT: HUBLESS CAST IRON SOIL PIPE AND FITTINGS, ASTM A888 3. DUCTWORK: GALVANIZED STEEL G90 DUCTWORK: GALVANIZED STEEL G90

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PRESSURE REDUCING VALVE

CORRIDOR

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Walter P. Moore and Associates, Inc.

601 North Mesa St., Suite 1475 El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

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EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

SCALE: 1/8" = 1'-0"P1.0

01 BASEMENT PLUMBING IMPROVEMENT PLAN

SCALE: 1/4" = 1'-0"P1.0

02 BASEMENT PLUMBING IMPROVEMENT ENLARGED PLAN

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SCALE: 3/16" = 1'-0"P1.0

03 SITE PLUMBING IMPROVEMENT ENLARGED PLAN PLUMBING IMPROVEMENT

PLAN

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1. C.O.P. AT APPROXIMATELY 10'-9"ABOVE FINISHED FLOOR. C.O.P. AT APPROXIMATELY 10'-9"ABOVE FINISHED FLOOR. FIELD COORDINATE. 2. OFFSET DOWN WITH 45° ELBOWS TO AVOID EXISTING OFFSET DOWN WITH 45° ELBOWS TO AVOID EXISTING SANITARY SEWER LINE. SUGGESTED HEIGHT 1'-3-1/4" ABOVE CEILING. FIELD COORDINATE. 3. INSTALL PIPE IN SPACE BETWEEN SANITARY SEWER PIPING INSTALL PIPE IN SPACE BETWEEN SANITARY SEWER PIPING AND FLEX DUCT SERVING HALLWAY DIFFUSER. 4. OFFSET PIPE WITH 45° ELBOWS TO AVOID VAV BOX. OFFSET PIPE WITH 45° ELBOWS TO AVOID VAV BOX. 5. DEMOLISH EXISTING PIPE HANGERS AS REQUIRED TO DEMOLISH EXISTING PIPE HANGERS AS REQUIRED TO ACCOMMODATE NEW PIPE. REPLACE DEMOLISHED HANGERS WITH TRAPEZE. REFER TO DETAIL 2 IN SHEET P2.0. 6. OFFSET PIPE EAST OF PARTITION WITH 45° ELBOWS AND OFFSET PIPE EAST OF PARTITION WITH 45° ELBOWS AND RUN PIPE ABOVE DUCT. 7. OFFSET DOWN WITH 45° ELBOWS TO AVOID CONCRETE BEAM. OFFSET DOWN WITH 45° ELBOWS TO AVOID CONCRETE BEAM. SUGGESTED C.O.P. HEIGHT 1'-11-1/2" ABOVE CEILING. FIELD COORDINATE AND RUN PARALLEL TO SUPPLY DUCT. 8. INSTALL PRESSURE REDUCING VALVE. INSTALL PRESSURE REDUCING VALVE. 9. SUGGESTED C.O.P. HEIGHT 5-1/2" ABOVE CEILING BEFORE SUGGESTED C.O.P. HEIGHT 5-1/2" ABOVE CEILING BEFORE CROSSING DOUBLE DOORS. INSTALL PIPE BELOW EXISTING DUCTWORK EAST OF DOUBLE DOORS. 10. RELOCATE EXISTING CABLES. MAINTAIN ACCESS TO RELOCATE EXISTING CABLES. MAINTAIN ACCESS TO DUCTWORK ACCESS PANELS. 11. REDUCE PIPE INSULATION THICKNESS IN PIPE SECTION REDUCE PIPE INSULATION THICKNESS IN PIPE SECTION BELOW EXISTING DUCTS AND FIT PIPE ABOVE CEILING. INSULATION TO COMPLY WITH R-VALUE AS REQUIRED BY CODE. 12. OFFSET PIPE UP WITH 45° ELBOWS, TO AVOID LIGHT OFFSET PIPE UP WITH 45° ELBOWS, TO AVOID LIGHT FIXTURE. 13. OFFSET DOWN AND CONNECT TO EXISTING DOMESTIC COLD OFFSET DOWN AND CONNECT TO EXISTING DOMESTIC COLD WATER MAIN. PROVIDE ISOLATION VALVE NEXT TO TEE. 14. REMOVE SECTION OF EXISTING WATER MAIN AS REQUIRED REMOVE SECTION OF EXISTING WATER MAIN AS REQUIRED TO ACCOMMODATE NEW TIE-IN. COORDINATE SYSTEM SHUT DOWN, WEEKEND AND OVERNIGHT WORK REQUIREMENTS WITH OWNER. 15. EXISTING 6" SANITARY SEWER LINE, FIELD VERIFY EXACT EXISTING 6" SANITARY SEWER LINE, FIELD VERIFY EXACT LOCATION. HAND DIG AS REQUIRED. 16. EXISTING ELECTRICAL CONDUIT, FIELD VERIFY EXACT EXISTING ELECTRICAL CONDUIT, FIELD VERIFY EXACT LOCATION. HAND DIG AS REQUIRED. REFER TO ELECTRICAL DRAWINGS. 17. PROVIDE 6" METAL SLEEVE AND LINK-SEAL. REFER TO PROVIDE 6" METAL SLEEVE AND LINK-SEAL. REFER TO CIVIL AND PLUMBING DETAILS. 18. NEW BACKFLOW PREVENTER IN ENCLOSURE WITH SLAB NEW BACKFLOW PREVENTER IN ENCLOSURE WITH SLAB MOUNTED HEATER. 19. FOR CONTINUATION REFER TO CIVIL DRAWINGS. FOR CONTINUATION REFER TO CIVIL DRAWINGS. 20. NEW WATER METER VAULT. REFER TO CIVIL DRAWINGS. NEW WATER METER VAULT. REFER TO CIVIL DRAWINGS. 21. INSTALL PRESSURE GAUGES ON EXISTING AND NEW LINES. INSTALL PRESSURE GAUGES ON EXISTING AND NEW LINES. 22. DRAIN PORT WITH ISOLATION VALVE, THREADED END FOR DRAIN PORT WITH ISOLATION VALVE, THREADED END FOR HOSE CONNECTION AND CAP. 23. MAINTAIN APPROPRIATE CLEARANCES FOR FIRE PROTECTION MAINTAIN APPROPRIATE CLEARANCES FOR FIRE PROTECTION VALVES AND ACCESSORIES. 24. TRANSITION FROM PVC TO COPPER USING RESTRAINED TRANSITION FROM PVC TO COPPER USING RESTRAINED FLANGE COUPLING ADAPTER.

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EXISTING 4"DCW

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1. FIRE PROTECTION SPRINKLER HEADS TO REMAIN IN FIRE PROTECTION SPRINKLER HEADS TO REMAIN IN EXISTING LOCATION, MAINTAIN ACTIVE AND PROTECT FROM ANY DAMAGE DURING CONSTRUCTION. 2. WORK SPACE IS LIMITED AND REQUIRES THAT WORK SPACE IS LIMITED AND REQUIRES THAT CONTRACTOR COORDINATE WITH OTHER TRADES TO AVOID SPACE CONFLICTS. IT IS ANTICIPATED THAT SPACE COORDINATION WILL BE DIFFICULT, SO THE VARIOUS TRADE CONTRACTORS MUST IDENTIFY AND RESOLVE SPACE CONFLICTS BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL OFFSET DUCTWORK AND PIPING AS NECESSARY TO FIT EQUIPMENT AND MATERIALS IN SPACE ALLOTTED.

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BFP-1

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KEYED NOTES

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GENERAL NOTES

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P1.0

El Paso, Texas 79901

915.838.3100

DESIGNED BY

NO.

REVIEWED BY DRAWN BYPROJECT NO.

DATE REVISION

MG

Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.

GRMGM11-25001-00

DATE

05-02-2025

ORIGINAL ISSUE

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EL PASO PSYCHIATRIC

CENTER:

THHS WATER

IMPROVEMENTS

4615 ALAMEDA AVE

EL PASO, TX 79905

100% CONSTRUCTION DOCUMENTS

CIVIL:

MEP:

ARCHITECT:

ELECTRICAL:

OWNER:

330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023

PLUMBING DETAILS

0.3 MIN. 0.3 MIN.

0.3 MIN. 0.3 MIN.

SCALE: NONEP2.0

02 PIPE SUPPORT MODIFICATION AND INSTALLATION DETAIL

SCALE: NONEP2.0

03 PIPE CLEVIS HANGER DETAIL

SCALE: NONE

TYPICAL PIPE WALL AND FLOOR

PENETRATIONS DETAIL

P2.0

SCALE: NONEP2.0

04 PIPE PENETRATION DETAIL

SCALE: NONEP2.0

DOMESTIC WATER BACKFLOW

PREVENTER DETAIL

SCALE: NONEP2.0

THREADED ROD ATTACHMENTS FROM

DECK CONCRETE SLAB DETAIL

P2.0

AutoCAD SHX Text

EVERY 10'-0".

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HANGER RODS TO OCCUR

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DECK

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STRUCTURAL

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ALL THREADED HANGER,

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AS REQUIRED

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ARE IN CONFLICT WITH NEW

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EXISTING PIPE

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HEADER ANGLE

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NEW PIPE

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EXISTING PIPE

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PIPE

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INSULATION SHIELD

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INSULATION

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HANGER

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CLEVIS

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CAULKING

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INSULATION

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WATER STOP

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BUILDING

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DEPTH AS REQUIRED*,

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FIELD VERIFY ACTUAL DEPTH.

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VARIES

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VARIES

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OUTSIDE

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CONTINUOUS JACKETING THRU WALL PENETRATION.

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MASTIC FINISH FLASHED AND COUNTER FLASHED INSIDE AND OUTSIDE

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SEAL WITH FIRESTOP MATERIAL

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B…

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