B01 Attachment J02 100 IHS Pine Ridge Multiplex Plan Set_20250425.pdf

PDF 19 MB Posted Jan 5, 2026

Attached to: Pine Ridge Multiplex Construction Federal contract opportunity
Solicitation number: 75H70126R00009
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Jan 6, 2026

This document is a comprehensive set of architectural and engineering design drawings for the Pine Ridge Multiplex Construction Project for the Indian Health Service (IHS). The project involves constructing a multi-unit residential building for staff housing at the Pine Ridge Hospital in Pine Ridge, South Dakota. The design drawings, dated April 25, 2025, include detailed civil, architectural, structural, mechanical, electrical, plumbing, and fire protection plans for a Type VB construction with one story, covering approximately 20,554 square feet.

Key project specifications include a Group R-2 residential occupancy with 20 dwelling units, compliance with 2021 International Building Code, and designed for Climate Zone 6A. The project is a 100% Indian Small Business Economic Enterprise (ISBEE) set-aside solicitation with an estimated construction cost between $5-10 million and a 730-calendar day performance period. The design incorporates accessibility features, including one Type A accessible unit, fire sprinkler system (NFPA 13R), and energy efficiency standards for the region. The project will be procured as a Firm Fixed Price (FFP) construction contract under NAICS code 236116 for New Multifamily Housing Construction.

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Other files for this federal contract opportunity

Other files attached to Pine Ridge Multiplex Construction, newest first.
File	Type	Posted
B05 Amdnment A0006-75H70126R00009.pdf	PDF	Feb 17, 2026
B01 RFP 75H70126R00009 Pine Ridge Multiplex Construction Amended by A0005 for fully updated RFP.pdf	PDF	Feb 9, 2026
B05 Amdnment A0005-75H70126R00009.pdf	PDF	Feb 9, 2026
B05 Amdnment A0004-75H70126R00009.pdf	PDF	Feb 5, 2026
B05 Amdnment A0003-75H70126R00009.pdf	PDF	Feb 2, 2026
B01 Attachment J10 Arch-Suppl-Specs.pdf	PDF	Feb 2, 2026
B05 Amdnment A0002-75H70126R00009.pdf	PDF	Jan 27, 2026
B01 Attachment J09 Geotech Report.pdf	PDF	Jan 14, 2026
B05 Amdnment A0001-75H70126R00009.pdf	PDF	Jan 14, 2026
B01 RFP 75H70126R00009 Pine Ridge Multiplex Construction Amended by A0001 for fully updated RFP.pdf	PDF	Jan 14, 2026
B01 Attachment J03 100 IHS Pine Ridge Multiplex_Project Specifications Manual Vol I_20250425.pdf	PDF	Jan 5, 2026
B01 Attachment J07 Company Specialized Experience Form Construction.pdf	PDF	Jan 5, 2026
B01 Attachment J04 100 IHS Pine Ridge Multiplex_Project Specifications Manual Vol II_20250425.pdf	PDF	Jan 5, 2026
B01 Attachment J06 IHS IEE Representation Form.pdf	PDF	Jan 5, 2026
B01 Attachment J08 Past Performance Questionnaire.docx	DOCX document	Jan 5, 2026
B01 RFP 75H70126R00009 Pine Ridge Multiplex Construction.pdf	PDF	Jan 5, 2026
B01 Attachment J01 Wage Determination SD20260003 dated 2026 01 02.pdf	PDF	Jan 5, 2026
B01 Attachment J05 Self Performed Calculation Sheet.docx	DOCX document	Jan 5, 2026

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VICINITY MAP DRAWING INDEX PROJECT DIRECTORY

LOCATION MAP

INDIAN HEALTH SERVICES - GREAT PLAINS AREA

AE MULTIPLEX DESIGN - PINE RIDGE, SD

PINE RIDGE STAFF QUARTERS

701 FIFTH AVENUE, MS 24

SUITE 1600

SEATTLE, WAHINGTON 98104-7304

CONSTRUCTION DOCUMENTS

SEH Project

Checked By

Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

H T

T H

A R

I S

I N

T E

N D

E D

T O

B E

P R

E D

A T

F U

C A

A M

COVER SHEET

A E

M U

L T

E X

D E

E R

E , S

D P

G E

S T

A F

F Q

U A

R T

E R

H A

V E

N U

E , M

S E

A T

, W A

G T

O N

179580

JAH

H E

H S

E R

E S

R E

A T

A R

E A

CONSTRUCTION

DOCUMENTS

04/25/2025

G001

ARCHITECTURAL

A001 GENERAL INFORMATION AND ABBREVIATIONS

A002 CODE INFORMATION

A003 ACCESSIBLE DETAILS

A004 ACCESSIBLE DETAILS

A011 PARTITION TYPES AND CONSTRUCTION ASSEMBLIES

A111 FLOOR PLAN

A112 RELECTED CEILING AND ROOF PLAN

A201 EXTERIOR ELEVATIONS

A311 WALL SECTION DETAILS

A411 ENLARGED PLANS AND INTERIOR ELEVATIONS

A412 ENLARGED PLANS AND INTERIOR ELEVATIONS

A413 ENLARGED PLANS - TRASH ENCLOSURE

A601 DOOR AND FINISH SCHEDULES

A602 DOOR & LOUVER DETAILS

A603 ROOM SIGNAGE

CIVIL

ELECTRICAL

E601 ELECTRICAL ONE LINE DIAGRAMS

E-001 ELECTRICAL ABBREVIATIONS, GENERAL NOTES, SHEET INDEX

E-002 ELECTRICAL SYMBOL LEGEND

E-101 ELECTRICAL SITE PLAN

E-111 LIGHTING FLOOR PLAN

E-121 POWER FLOOR PLAN

E-401 ENLARGED FLOOR PLANS

E-402 ENLARGED FLOOR PLANS

E-403 ENLARGED LIGHTING PLAN

E-601 ELECTRICAL POWER ONE-LINE DIAGRAM

GENERAL

G001 COVER SHEET

MECHANICAL

M-001 MECHANICAL SYMBOL LEGEND AND GENERAL NOTES

M-101 MECHANICAL FLOOR PLAN

M-102 MECHANICAL ROOF PLAN

M-401 MECHANICAL ENLARGED PLANS

M-402 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

PLUMBING

P-001 PLUMBING SYMBOL LEGEND AND GENERAL NOTES

P-101 PLUMBING OVERALL PLAN

P-102 PLUMBING ROOF PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING RISER DIAGRAMS

STRUCTURAL

S001 GENERAL STRUCTURAL ABBREVIATIONS, SYMBOLS AND TABLES

S002 GENERAL STRUCTURAL NOTES

S101 FOUNDATION PLAN

S113 ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S511 FRAMING DETAILS

S512 FRAMING DETAILS

S513 FRAMING DETAILS

OWNER

ARCHITECT / CIVIL / STRUCTURAL

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

Short Elliott Hendrickson, Inc.

3535 Vadnais Center Drive St. Paul, Minnesota 55110

Short Elliott Hendrickson, Inc.

2000 South Colorado Boulevard Tower One, Suite 6000 Denver, Colorado 80222

FIRE ALARM AND SPRINKLER

F-001 GENERAL NOTES AND SYMBOL LEDGEND

F-100 FIRE ALARM AND FIRE SPRINKLER OVERALL FLOOR PLANS

C001 EXISTING CONDITIONS

C100 REMOVALS

C200 OVERALL SITE PLAN

C300 UTILITY PLAN

C400 OVERALL GRADING PLAN

C401 GRADING PLAN

C402 RAMP DETAILS

C403 RAMP DETAILS

C404 RETAINING WALL PLAN

C500 DETAILS

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 DETAILS

C505 DETAILS

F-500 DETAILS

PROJECT

LOCATION

PROJECT

SITE

TEPA ENGINEERING SERVICES

317 NORTHLAKE BLVD, SUITE 1020

ALTAMONTE SPRINGS, FLORIDA 32701

MECHANICAL PLUMBING /

FIRE / ELECTRICAL

REVISION SCHEDULE

REV. # DESCRIPTION DATE

HHTV

PPPP

PPECTRL

HHFO

TVTV

P-BUR

P-BU

P-

TV-BU

TV-BUR

TV-BU

I I

T-BUR

T-BUR T-BUR

T-BUR

TV-BUR

P-BUR

NE FACING WALL OF

EXISTING RESIDENCE

FENCE

CPT 101

CPT 100

. 2

0" C

M P

FENCE (ATHLETIC

FIELD BACKSTOP)

CPT 103

CPT 102

EX. SANITARY MH

RIM EL.=3280.24

E 8" PVC I.E. IN =3266.74

W 8" PVC I.E. IN =3266.78

N 8" PVC I.E. OUT =3267.36

EX. SANITARY MH

RIM EL.=3278.77

E 8" PVC I.E. IN =3266.81

W 8" PVC I.E. OUT =3268.24

EX. SANITARY MH

RIM EL.=3278.99

E 8" PVC I.E. IN =3268.92

W 8" PVC I.E. OUT =3268.92

EX. SANITARY MH

RIM EL.=3280.18

E 8" PVC I.E. IN =3270.06

W 8" PVC I.E. OUT =3270.06

EX. SANITARY MH

RIM EL.=3285.88

E 8" PVC I.E. IN =3275.75

S 8" PVC I.E. IN =3275.75

W 8" PVC I.E. OUT =3275.75

EX. SANITARY MH

RIM EL.=3287.20

S 8" PVC I.E. IN =3277.20

NW 8" PVC I.E. OUT =3277.10

EX. SANITARY MH

RIM EL.=3289.68

EX. SANITARY MH

RIM EL.=3290.47

. 2

4" C

P FIRE HYDRANT

BOLLARD (TYP.)(2 EACH)

3.8' CONCRETE SIDEWALK

HOSPITAL HOUSING

TELO

PE D

AR ST.

30.4'

LIGHT POLE (TYP.)

APPROX. BASED ON

AERIAL IMAGERY

LIGHT POLE (TYP.)APPROX. 4.0'

CONCRETE SIDEWALK

POINT #

RAW DESCRIPTION

CPT SEH OPC SITE BMK

CPT SEH OPC

ELEVATION

3280.47

3283.70

3279.69

NORTHING

258778.33

258627.45

258729.55

EASTING

1377731.03

1377744.35

1378170.94

103 CPT 5/8" REBAR PPC 3279.21 258737.38 1378063.67

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

30 6030

PINE RIDGE

EXISTING CONDITIONS

C001

CONTROL STATEMENT

GENERAL INFORMATION

MEASUREMENT UNITS FOR THIS PROJECT ARE IN US SURVEY FEET. PROJECT

INFORMATION WAS ESTABLISHED USING RTK BASE AND ROVER SET UP ON CPT

103 CHECKING WITHIN 0.02 FEET OF CPT 102 AND CPT 101.

HORIZONTAL CONTROL

THE PROJECT COORDINATE SYSTEM IS NAD83(2011) / SOUTH DAKOTA STATE

PLANE SOUTH. COORDINATES FOR 103 WERE DETERMINED BY AVERAGING 300

RTK OBSERVATIONS FOR FIVE MINUTES USING PREVIOUSLY SET CONTROL

POINT 102 AS REFERENCE.

VERTICAL CONTROL

ELEVATION FOR CPT 103 WERE ESTABLISHED BY A LEVEL LOOP RELATIVE TO

CPT 102.

jhayson Stamp jhayson Typewritten Text 04.25.2025

PPPP

PPECTRL

HHFO

TVTV

P-BUR

P-BU

P-

TV-BU

TV-BUR

TV-BU

I I

T-BUR

T-BUR T-BUR

T-BUR

TV-BUR

P-BUR

NE FACING WALL OF

EXISTING RESIDENCE

FENCE

. 2

0" C

M P

REMOVAL OF FENCE (27 LF)

(ATHLETIC FIELD BACKSTOP)

CPT 101

CPT 103

PROTECT HYDRANT

AND POST (2 EACH)

CPT 100

HOSPITAL HOUSING

TELO

PE D

AR ST.

N=258742.62 E=1378047.69

BEGIN REMOVAL OF

CURB AND GUTTER (401 LF)

PROTECT EXISTING

CONCRETE PAVEMENT

N=258772.68 E=1378050.35

BEGIN REMOVAL OF

CURB AND GUTTER (12 LF)

PROTECT EXISTING

CONCRETE PAVEMENT

N=258782.30 E=1378054.18

BEGIN REMOVAL OF

CONCRETE SIDEWALK (3 SY)

N=258781.86 E=1378060.16

END REMOVAL OF CONCRETE SIDEWALK

N=258771.71 E=1378062.49

END REMOVAL OF CURB AND GUTTER

N=258732.47 E=1378049.72

BEGIN REMOVAL OF

CONCRETE SIDEWALK (175 SY)

N=258826.34 E=1378433.94

END REMOVAL OF

CURB AND GUTTER

N=258817.60 E=1378438.78

END REMOVAL OF

CONCRETE SIDEWALK

CPT 102

EX. SANITARY MH

RIM EL.=3280.24

E 8" PVC I.E. IN =3266.74

W 8" PVC I.E. IN =3266.78

N 8" PVC I.E. OUT =3267.36

EX. SANITARY MH

RIM EL.=3278.77

E 8" PVC I.E. IN =3266.81

W 8" PVC I.E. OUT =3268.24

EX. SANITARY MH

RIM EL.=3280.18

E 8" PVC I.E. IN =3270.06

W 8" PVC I.E. OUT =3270.06

EX. SANITARY MH

RIM EL.=3285.88

E 8" PVC I.E. IN =3275.75

S 8" PVC I.E. IN =3275.75

W 8" PVC I.E. OUT =3275.75

EX. SANITARY MH

RIM EL.=3287.20

S 8" PVC I.E. IN =3277.20

NW 8" PVC I.E. OUT =3277.10

EX. SANITARY MH

RIM EL.=3289.68

EX. SANITARY MH

RIM EL.=3290.47

LIGHT POLE (TYP.)

N=258771.46 E=1378146.52

END REMOVAL OF CURB AND GUTTER

END REMOVAL OF CONRETE PAVEMENT

N=258770.55 E=1378123.28

BEGIN REMOVAL OF CURB

AND GUTTER (23 LF)

BEGIN REMOVAL OF CONCRETE

PAVEMENT, 22' WIDTH (72 SY)

LEGEND

CONCRETE SAWCUT

(ASSUMED 6 IN. MAX.)

REMOVAL OF GURB AND GUTTER

REMOVAL OF CONCRETE PAVEMENT

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

30 6030

PINE RIDGE

REMOVALS

C100 jhayson Stamp jhayson

PPPP

PPECTRL

HHFO

TVTV

P-BUR

P-BU

P-

TV-BU

TV-BUR

TV-BU

I I

T-BUR

T-BUR T-BUR

T-BUR

TV-BUR

P-BUR

PARKING

9' TYP.

NE FACING WALL OF

EXISTING RESIDENCE

FENCE

CPT 101

TRASH ENCLOSURE

PARKING (14)

HANDICAP PARKING (2)

WITH 8' WIDE AISLE

4" WIDE, WHITE STRIPING

PARKING (12)

4" WIDE, WHITE STRIPINGCPT 103

CPT 102

PROTECT HYDRANT

CPT 100

PROPOSED DUPLEX SITES (3 EACH)

12'

+/- 25'

19'

PED. CROSSING

RAMPS AND CROSSWALK

SEE SHEET C402 FOR DETAILS

6" THICK, CONCRETE

PAVEMENT (SEE SHEET

C500, C501 FOR DETAIL)

PROTECT BOLLARD

(TYP.) (2 EACH)

EX. SANITARY MH

RIM EL.=3280.24

E 8" PVC I.E. IN =3266.74

W 8" PVC I.E. IN =3266.78

N 8" PVC I.E. OUT =3267.36

EX. SANITARY MH

RIM EL.=3278.77

E 8" PVC I.E. IN =3266.81

W 8" PVC I.E. OUT =3268.24

EX. SANITARY MH

RIM EL.=3280.18

E 8" PVC I.E. IN =3270.06

W 8" PVC I.E. OUT =3270.06

EX. SANITARY MH

RIM EL.=3285.88

E 8" PVC I.E. IN =3275.75

S 8" PVC I.E. IN =3275.75

W 8" PVC I.E. OUT =3275.75

EX. SANITARY MH

RIM EL.=3287.20

S 8" PVC I.E. IN =3277.20

NW 8" PVC I.E. OUT =3277.10

EX. SANITARY MH

RIM EL.=3289.68

EX. SANITARY MH

RIM EL.=3290.47

LIGHT POLE (TYP.)

EX. SANITARY MH

RIM EL.=3278.99

E 8" PVC I.E. IN =3268.92

W 8" PVC I.E. OUT =3268.92

HOSPITAL HOUSING

TELO

PE D

AR ST.

R10'

CURB RAMP

SEE SHEET C402 FOR DETAIL

6' CONCRETE SIDEWALK

R10'

. 2

0" C

M P

. 2

4" C

M P

4' SIDEWALK

N=258740.74 E=1378076.92

BEGIN TRANSITION FROM

TYPE D TO TYPE BL

CURB AND GUTTER

(SEE SHEET C501 FOR DETAIL)

N=258737.42 E=1378083.81

END TRANSITION FROM TYPE D TO TYPE BL

CURB AND GUTTER (SEE SHEET C501 FOR DETAIL)

TYPE D CURB AND GUTTER

(SEE SHEET C501 FOR DETAIL) (TYP.)

TYPE BL CURB AND GUTTER

(SEE SHEET C501 FOR DETAIL) (TYP.)

MULTI-PLEX BUILDING

4' SIDEWALK

N=258610.42 E=1378163.97

N=258682.63 E=1378145.00

N=258752.92 E=1378412.59

N=258680.70 E=1378431.56

N=258817.91 E=1378424.61

BEGIN TRANSITION FROM TYPE BL TO

TYPE D CURB AND GUTTER (SEE SHEET

C501 FOR DETAIL)

N=258823.77 E=1378429.25

END TRANSITION FROM

TYPE BL TO TYPE D

CURB AND GUTTER

(SEE SHEET C501 FOR DETAIL)

6' WIDE, 6" THICK, CONCRETE

PCC FILLET SECTION

(SEE SHEET C502 FOR DETAIL)

RETAINING WALL

(SEE SHEET C504 FOR DETAIL)

24" NYOPLAST INLET (TYP. OF 2)

(SEE SHEET C504 FOR DETAIL)

10" FLARED END

(SEE SHEET C505 FOR DETAIL)

N=258604.35 E=1378140.87

27'

PROPOSED TRANSFORMER

PROPOSED LIGHT POLE

PROPOSED

LIGHT POLE

(TYP. OF 4)

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

30 6030

PINE RIDGE

OVERALL SITE PLAN

C200 jhayson Stamp jhayson

PPPP

PPECTRL

HHFO

TVTV

P-BUR

P-BU

P-

TV-BU

TV-BUR

TV-BU

I I

T-BUR

T-BUR T-BUR

T-BUR

TV-BUR

P-BUR

PARKING

NE FACING WALL OF

EXISTING RESIDENCE

FENCE

CPT 101

CPT 103

CPT 102

FIRE HYDRANT

6" PVC SANITARY SEWER

85 LF @ 2.0% MIN.

75 LF, 6" DIP FIRE/DOMESTIC

WATER LINE

REFER TO PLUMBING PLANS

FOR CONTINUATION

CPT 100

EX. SANITARY MH

RIM EL.=3280.24

E 8" PVC I.E. IN =3266.74

W 8" PVC I.E. IN =3266.78

N 8" PVC I.E. OUT =3267.36

EX. SANITARY MH

RIM EL.=3278.77

E 8" PVC I.E. IN =3266.81

W 8" PVC I.E. OUT =3268.24

EX. SANITARY MH

RIM EL.=3280.18

E 8" PVC I.E. IN =3270.06

W 8" PVC I.E. OUT =3270.06

EX. SANITARY MH

RIM EL.=3285.88

E 8" PVC I.E. IN =3275.75

S 8" PVC I.E. IN =3275.75

W 8" PVC I.E. OUT =3275.75

EX. SANITARY MH

RIM EL.=3287.20

S 8" PVC I.E. IN =3277.20

NW 8" PVC I.E. OUT =3277.10

EX. SANITARY MH

RIM EL.=3289.68

EX. SANITARY MH

RIM EL.=3290.47

LIGHT POLE (TYP.)

EX. SANITARY MH

RIM EL.=3278.99

E 8" PVC I.E. IN =3268.92

W 8" PVC I.E. OUT =3268.92

HOSPITAL HOUSING

TELO

PE D

AR ST.

MULTI-PLEX BUILDING

11.25° BEND

SERVICE CONNECTION TO

EXISTING MAIN. REFER TO

SHEET C500 FOR DETAIL

CONNECT TO EXISTING

WATER MAIN (WET TAP)

6" X 6" TEE

24" NYLOPLAST INLET

MODEL NO. 2824AG_02X

(SEE SHEET C504 FOR DETAIL)

RIM EL.= 3280.69

N INV.=3279.34

24" NYLOPLAST INLET

MODEL NO. 2824AG_02X

(SEE SHEET C504 FOR DETAIL)

RIM EL.= 3280.18

S INV.= 3279.07

W INV.= 3278.97

10" FLARED END WITH

RODENT GUARD

INV.=3277.54

10" HDPE 296 LF @ 0.50%

10" HDPE 54 LF @ 0.50%

6" GATE VALVE

3' FROM BEND

70.0'

10.0'

CONNECT TO PERFORATED

PERIMETER DRAIN

PROPOSED DRYWELL LOCATION

WITH (3) INSPECTION PORTS

MAINTAIN MIN. 10' DISTANCE

FROM FOUNDATION

REFER TO DETAIL ON SHEET C505

REFER TO ARCHITECTURAL

PLANS FOR ROOF DRAIN

CONNECTION DETAILS

SEWER SERVICE CLEANOUT-DOUBLE

REFER TO SHEET C500 FOR DETAILS

LIGHT POLE, TYP. OF 4

REFER TO ELECTRICAL PLANS

FOR FURTHER INFORMATION

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

30 6030

PINE RIDGE

UTILITY PLAN

C300 jhayson Stamp jhayson

PPPP

PPECTRL

HHFO

TVTV

P-BUR

P-BU

P-

TV-BU

TV-BUR

TV-BU

I I

T-BUR

T-BUR T-BUR

T-BUR

TV-BUR

P-BUR

. 2

0" C

M P

PARKING

EX. SANITARY MH

RIM EL.=3280.24

E 8" PVC I.E. IN =3266.74

W 8" PVC I.E. IN =3266.78

N 8" PVC I.E. OUT =3267.36

HOSPITAL HOUSING

TELO

PE D

AR ST.

CPT 101

CPT 102

CPT 100

EX. SANITARY MH

RIM EL.=3278.77

E 8" PVC I.E. IN =3266.81

W 8" PVC I.E. OUT =3268.24

EX. SANITARY MH

RIM EL.=3280.18

E 8" PVC I.E. IN =3270.06

W 8" PVC I.E. OUT =3270.06

EX. SANITARY MH

RIM EL.=3285.88

E 8" PVC I.E. IN =3275.75

S 8" PVC I.E. IN =3275.75

W 8" PVC I.E. OUT =3275.75

EX. SANITARY MH

RIM EL.=3287.20

S 8" PVC I.E. IN =3277.20

NW 8" PVC I.E. OUT =3277.10

EX. SANITARY MH

RIM EL.=3289.68

EX. SANITARY MH

RIM EL.=3290.47

EX. SANITARY MH

RIM EL.=3278.99

E 8" PVC I.E. IN =3268.92

W 8" PVC I.E. OUT =3268.92

MULTI-PLEX BUILDING

F.F.E. = 3280.90'

CPT 103

. 2 4"

C M

3281 3282 3283 3284 3286

RETAINING WALL

(SEE SHEET C504 FOR DETAIL)

-3:1

SWALE

(TYP.)

-3:1

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

30 6030

PINE RIDGE

OVERALL GRADING PLAN

C400 jhayson Stamp jhayson

PPPP

PPECTRL

HHFO

TVTV

TV-BURP-BUR

P-BUR

P-BU

P-

P-BUR

FO FO

TV-BU

TV-BUR

TV-BU

I I

PARKING

N=258610.42 E=1378163.97

ELEV.=3280.90

N=258682.63 E=1378145.00

ELEV.=3280.42

N=258680.70 E=1378431.56

ELEV.=3280.90

N=258826.34 E=1378433.93

MATCH EX. ELEV.=3283.48

N=258823.77

E=1378429.25

ELEV.=3283.35

N=258820.84 E=1378436.89

MATCH EX. ELEV.=3283.93

N=258666.90 E=1378124.44

ELEV.=3280.78

N=258716.96 E=1378434.44

ELEV.=3280.90

N=258812.75 E=1378430.04

ELEV.=3283.54

N=258817.60 E=1378438.78

MATCH EX. ELEV.=3283.99

N=258817.91 E=1378424.61

ELEV.=3283.09

N=258771.81 E=1378411.03

ELEV.=3281.13

N=258752.92 E=1378412.59

ELEV.=3280.90

N=258695.66 E=1378121.11

ELEV.=3279.61

N=258692.72 E=1378136.15

ELEV.=3279.80

HOSPITAL HOUSING

COUGAR ST.

MULTI-PLEX BUILDING

F.F.E. = 3280.90'

N=258766.05 E=1378415.34

ELEV.=3281.75

N=258721.24 E=1378427.11

ELEV.=3280.81

N=258730.67 E=1378080.91

ELEV.=3279.55

N=258694.24 E=1378141.95

ELEV.=3279.82

N=258626.48 E=1378264.75

ELEV.=3280.00

N=258742.97 E=1378149.06

ELEV.=3279.27

N=258741.78 E=1378126.64

ELEV.=3279.17

N=258770.58 E=1378124.06

MATCH EX. ELEV.

N=258771.48 E=1378146.52

MATCH EX. ELEV.=3279.20

CPT 102

CPT 103

N=258737.42 E=1378083.81

ELEV.=3278.96

N=258740.74 E=1378076.92

ELEV.=3278.91N=258742.62

E=1378047.69

MATCH EX. ELEV.=3278.68

N=258736.46 E=1378050.09

MATCH EX. ELEV.=3279.07

N=258732.47

E=1378049.88

MATCH EX. ELEV.=3279.08

3281 3282 3283 3284 3286

N=258775.50 E=1378419.06

ELEV.=3281.97

N=258725.61 E=1378285.01

ELEV.=3280.75

N=258759.46 E=1378413.88

ELEV.=3280.08

N=258720.47 E=1378424.21

ELEV.=3280.85

N=258707.69 E=1378430.67

ELEV.=3280.69

N=258676.48 E=1378435.16

ELEV.=3280.85

N=258715.43 E=1378428.64

ELEV.=3280.87

-3:1

SWALE (TYP.)

SEE SHEET C404 FOR

RETAINING WALL PLAN

-3:1

N=258604.35 E=1378140.87

ELEV.=3280.54

N=258688.17 E=1378118.85

ELEV.=3279.72

N=258680.85 E=1378114.57

ELEV.=3279.65

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

20 4020

PINE RIDGE

GRADING PLAN

C401 jhayson Stamp jhayson

I I I

CPT 103

N=258732.47 E=1378049.88

MATCH EX. ELEV.=3279.08

N=258732.12 E=1378055.83

ELEV.=3279.17

N=258742.62 E=1378047.69

MATCH EX. ELEV.=3278.68

N=258742.45 E=1378050.41

ELEV.=3278.69

N=258736.46 E=1378050.11

MATCH EX. ELEV.=3279.07

N=258736.01 E=1378056.09

ELEV.=3279.13

N=258737.42 E=1378083.81

ELEV.=3278.96

N=258734.43 E=1378085.59

ELEV.=3279.50

N=258740.74 E=1378076.92

ELEV.=3278.91

N=258730.67 E=1378080.91

ELEV.=3279.55

N=258782.30 E=1378054.18

MATCH EX. ELEV.

N=258781.89 E=1378060.17

MATCH EX. ELEV.

N=258777.87 E=1378059.89

MATCH EX. APPROX. ELEV.=3279.12

N=258778.32 E=1378053.87

MATCH EX. APPROX. ELEV.=3278.99

N=258772.02 E=1378059.96

MATCH EX. APPROX. ELEV.=3278.87

N=258772.54 E=1378052.89

MATCH EX. APPROX. ELEV.=3278.82

1.00%

1.50%

N=258742.06 E=1378056.40

ELEV.=3278.72

N=258741.93 E=1378058.42

ELEV.=3278.73

HIGH VISIBILITY CROSSWALK

REFER TO SHEET C504 FOR DETAIL

I I

N=258726.08 E=1378263.17

ELEV.=3280.88 N=258728.62

E=1378272.84

ELEV.=3280.48

N=258732.68 E=1378288.32

ELEV.=3281.09

N=258730.13 E=1378278.59

ELEV.=3280.53

N=258735.06 E=1378271.15

ELEV.=3280.36

N=258736.59 E=1378276.95

ELEV.=3280.41

N=258723.37 E=1378280.43

ELEV.=3280.83

N=258721.85 E=1378274.62

ELEV.=3280.83

N=258717.01 E=1378275.89

ELEV.=3280.90

N=258718.54 E=1378281.70

ELEV.=3280.90

% 1.

0.00%

% 4.

% 1.

4.00%

4.20%

5.80%

5.57%

N=258731.88 E=1378261.65

TBC. ELEV.=3280.78

N=258738.49 E=1378286.79

TBC. ELEV.=3280.99

MULTI-PLEX BUILDING

F.F.E. = 3280.90'

ADA COMPLIANT HANDICAP SYMBOL

(TYP. OF 2)

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

RAMP DETAILS

C402 feetscale

5 5 jhayson Stamp jhayson

PARKING

-3:1

N=258698.52 E=1378134.62

ELEV.=3279.68

0.33%

N=258700.04 E=1378140.43

ELEV.=3279.70

N=258694.24 E=1378141.95

ELEV.=3279.82

N=258692.72 E=1378136.15

ELEV.=3279.80

N=258682.63 E=1378145.00

ELEV.=3280.42

N=258681.11 E=1378139.20

ELEV.=3280.38

N=258672.96 E=1378147.54

ELEV.=3280.90

N=258694.91 E=1378120.88

ELEV.=3279.61

N=258688.17 E=1378118.85

ELEV.=3279.72

N=258695.39 E=1378112.41

ELEV.=3280.14

N=258699.39 E=1378116.88

TBC ELEV.=3280.05

0.33%

0.49%

0.47%1.

MAINTAIN CONSTANT GRADE FROM

LANDING TO BUILDING F.F.E.

BUILDING FOUNDATION MAY BE EXPOSED

N=258702.16 E=1378148.49

TBC ELEV.=3280.24

N=258696.36 E=1378150.01

ELEV.=3280.33

6.48%

6.12%

7.33%

4.39%

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

RAMP DETAILS

C403 feetscale

5 5 jhayson Stamp jhayson

TVP TVT

P-BUR

TV-BUR

-3:1 N=258664.68 E=1378409.92

BOTTOM WALL ELEV.=3280.77

N=258663.71 E=1378410.17

TBW ELEV.=3281.10

END TAPER

N=258775.76 E=1378420.03

TBW ELEV.=3282.30

END TAPER

N=258775.50 E=1378419.06

BOTTOM WALL ELEV.=3281.97

3' TALL RETAINING WALL

(SEE SHEET C504 FOR DETAIL)

N=258716.96 E=1378434.44

BOTTOM WALL ELEV.=3280.90

N=258671.50 E=1378439.84

TBW ELEV.=3283.90

N=258672.25 E=1378438.76

BOTTOM WALL ELEV.=3280.90

N=258717.13 E=1378435.43

TBW ELEV.=3283.90

N=258767.83 E=1378422.12

TBW ELEV.=3284.84

BEGIN TAPER

N=258669.85 E=1378433.55

TBW ELEV.=3283.90

BEGIN TAPER

MULTI-PLEX BUILDING

F.F.E. = 3280.90'

8.2

24.2'

SWALE (TYP.)

-3:1

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

20 4020

PINE RIDGE

RETAINING WALL PLAN

C404

NOTE: BOTTOM WALL ELEVATION IS FINISHED

GRADE ELEVATION AT FACE OF WALL

jhayson Stamp jhayson

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

DETAILS

C500 jhayson Stamp jhayson

Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

DETAILS

C501 jhayson Stamp jhayson

Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

DETAILS

C502 jhayson Stamp jhayson

Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

DETAILS

C503 jhayson Stamp jhayson

Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

DETAILS

C504

3' . M

CONSTRUCTION

ADHESIVE TOP

TWO COURSES

12"

18"

6" 6"

6" jhayson Stamp jhayson

Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Al l R igh ts Re se rve d

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER ONE, SUITE 6000

DENVER, CO. 80222

720.540.6800

- P

E, S D

1 F

E, M

E, W

179580

- G

CONSTRUCTION DOCUMENTS 04.25.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

PINE RIDGE

DETAILS

C505

DRY WELL DETAIL

N.T.S.

4" SCH40 PVC @ 0.50% MIN.

CONNECT TO PERFORATED

PERIMETER DRAIN AT FOUNDATION

MINIMUM 10' DISTANCE

10'-0"

5' -0

-0 " M

COMPACTED BACKFILL

INSPECTION PORT 4"

PERFORATED PVC PIPE WITH

LOCKING CAP. NON-PERFORATED

THROUGH SOIL COVER

3/4" WASHED ROCK

COARSE FILTER

AGGREGATE

12" TO PERFORATED

PIPE

NON-WOVEN GEOTEXTILE FABRIC AT TOP

SIDES AND BOTTOM OF AGGREGATE

INVERT TO BE SET MIN. 12"

ABOVE BOTTOM OF DRYWELL

jhayson Stamp jhayson

SOIL

BASE COURSE, SUB-

BASE, GRAVEL,

CRUSHED ROCK

CONCRETE

BRICK MASONRY

CUT STONE, SAND,

MORTAR, PLASTER

CONCRETE MASONRY

UNITS

STEEL

ALUMINUM (OMIT IN

THIN MATERIAL)

BRONZE, BRASS, COPPER

INSULATION BOARD

RIGID INSULATION

WOOD, FINISH

WOOD FRAMING THROUGH

MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

METAL LATH

PLYWOOD

GYPSUM BOARD

PARTICLE BOARD

GLASS

GLASS BLOCK

CARPET

CERAMIC TILE, QUARRY TILE,

OR RESILIENT FLOORING

(SHOWN PROFILE ONLY)

ASPHALTIC CONCRETE OR

A.C. PAVING

(SHOWN PROFILE ONLY)

BATT INSULATION

NEW CONSTRUCTION NON-RATED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

DIMENSION TO FACE OF WALL OR PARTITION

DIMENSION TO CENTER OF WALL OR PARTITION

INTERNATIONAL SYMBOL: FIXTURE OR

SPACE DESIGNED ACCESSIBLE

CONCRETE MASONRY PARTITION

CONCRETE PARTITION

(FOW)

A101

SIM

Ref#

ROOM

NAME

150 SF

LEVEL 1

100'-0"

10.10

RFI #

EXTERIOR ELEVATION NUMBER

EXTERIOR ELEVATION SHEET

CALLOUT NUMBER

CALLOUT SHEET

REVISION CLOUD

REVISION NUMBER

INTERIOR ELEVATION SHEET

ROOM AREA

ROOM NUMBER

ROOM NAME

INTERIOR ELEVATION NUMBER

LEVEL NAME

ELEVATION

WINDOW TAG

DOOR TAG

WALL TAG

SPECIAL EQUIPMENT TAG

KEYNOTE TAG

FLOOR TAG

ROOF TAG

DETAIL NUMBER

DETAIL SHEET

BUILDING SECTION NUMBER

BUILDING SECTION SHEET

A101

SIM

WALL SECTION NUMBER

WALL SECTION SHEET

1 PLAN KEYNOTE

A101

SIM

A101

Ref

A101

SIM

4A 8"

D E

M O

NEW DOOR REPRESENTATION

NEW DOOR TAG

EXISTING DOOR REPRESENTATION

"EX" TEXT LABEL

DEMO DOOR REPRESENTATION

"DEMO" TEXT LABEL

WINDOW REPRESENTATION

WINDOW TAG

LOUVER REPRESENTATION

LOUVER TAGA

1. THESE DRAWINGS ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND

ITS AUTHORIZED AGENTS AND VENDORS ON THE DESIGNATED PROJECT ONLY.

2. GC RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE

DOCUMENTS AND THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.

3. CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE SITE AND

COMPARE DRAWINGS WITH THE EXISTING CONDITIONS. ANY DISCREPANCIES AND/OR

CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IN WRITING TO THE ARCHITECT

BEFORE STARTING WORK.

4. ALL CONSTRUCTION, FABRICATION AND INSTALLATION SHALL CONFORM TO THE LATEST

LOCALLY ADOPTED EDITIONS OF THE IBC, IPC, IMC, NEC, NFPA, OSHA AND ANY FEDERAL,

STATE AND LOCAL CODES, REGULATIONS, STANDARDS AND ORDINANCES OF GOVERNING

AGENCIES HAVING JURISDICTION. SUCH APPLICABLE CODES, ETC. ARE THOSE WHICH ARE IN

EFFECT AT THE TIME THE PROJECT PERMIT APPLICATION IS RECORDED.

5. ALL TRADES ARE CONSIDERED SPECIALISTS IN THEIR RESPECTIVE FIELD/TRADE AND SHALL, BEFORE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR IN

WRITING OF ANY WORK ON THE DRAWINGS OR IN THE SPECIFICATIONS WHICH CANNOT BE

FULLY WARRANTED OR CONSTRUCTED AS DETAILED OR SPECIFIED. THE CONTRACTOR WILL

NOTIFY THE ARCHITECT OF SUCH CONDITIONS IN WRITING.

6. DUE TO REPRODUCTION PROCESSES, DRAWINGS MAY NOT BE ACCURATE TO SCALE. ALL

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND IN NO CASE SHALL

WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS.

7. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE

SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. DISCREPANCIES BETWEEN THE

VARIOUS DRAWINGS SHALL BE REPORTED BY THE CONTRACTOR TO THE ARCHITECT IN

WRITING.

8. BEFORE STARTING WORK, COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR

INSTALLATION OF EQUIPMENT INDICATED N.I.C. ON DRAWINGS. VERIFY EQUIPMENT

LOCATIONS WITH THE OWNER'S PRESENTATIVE. VERIFY DIMENSIONS, UTILITIES, ETC, WITH

EQUIPMENT MANUFACTURERS ROUGH -- IN DATA PRIOR TO FORMING THE SLAB.

9. PRODUCTS AND MANUFACTURED ITEMS SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS

WILL BE PERMITTED IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN THE

SPECIFICATIONS.

10. WHERE DETAILS ARE NOT SHOWN OR NOTED, GC IS TO PROVIDE A WRITTEN REQUEST FOR

INFORMATION TO CLARIFY SPECIFIC DETAIL CONDITIONS.

11. ALL INDICATED EXISTING UTILITIES OR STRUCTURES ARE BASED ON INFORMATION OF

RECORD. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF

RECORD OR NOT SHOWN. BE RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR

DUE TO FAILURE TO LOCATE AND PROTECT ALL CONCEALED UTILITIES.

12. COMPLY WITH ALL JURISDICTIONAL AGENCY REQUIREMENTS AND REGULATIONS. PERFORM

ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH

STANDARDS 29 CFR 1910 AND 1926 OF THE U.S. DEPARTMENT OF LABOR AND THE AMERICANS

WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.

13. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. BE RESPONSIBLE TO PROVIDE MATERIALS AND EQUIPMENT

COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.

14. PROVIDE PERMITS AND INSPECTIONS REQUIRED BY JURISDICTIONAL AGENCIES.

15. PROVIDE SET OF RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE ALL

ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC.

16. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. PROVIDE

PORTABLE GENERATORS, CABLES, OUTLETS ETC., TO MAINTAIN CONTINUITY OF SERVICE

PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO OWNER APPROVAL.

17. COORDINATE CONSTRUCTION PHASING WITH THE OWNER. TEMPORARY PARTITIONS,

LOCATIONS & CONSTRUCTION DETAILS IN PUBLIC SPACES SHALL BE SUBMITTED TO THE

OWNER FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

18. PATCH AND MATCH ALL NEW WORK W/ EXISTING WHERE NEW TO EXISTING INTERFACE

OCCURS.

19. RESTORE ALL REMOVED OR DAMAGED STRUCTURAL STEEL CEMENTITIOUS FIRE PROOFING

TO REQUIRED FIRE RESISTIVE STANDARD.

20. SUBMIT SAMPLES OF ALL EXPOSED PRODUCTS, MATERIALS, PAINTING SYSTEMS, ETC. FOR

ARCHITECT'S REVIEW, COLOR SELECTION OR COLOR VERIFICATION PRIOR TO ORDERING

ITEMS.

21. SEAL ALL DUCTS, LOUVERS, VENTS, OPENINGS AND CEILING SPACES BETWEEN

CONSTRUCTION AREA AND REMAINDER OF SHELLED SPACES TO PREVENT DUST, DIRT,

CONTAMINATION OR DEBRIS FROM ENTERING.

22. DO NOT ALLOW DIRT, DEBRIS OR DISCARDED MATERIALS TO ACCUMULATE ON SITE. REMOVE

PROMPTLY EACH DAY.

23. VERIFY SERVICES TO BE ABANDONED, REMOVED OR CUT HAVE BEEN PROPERLY AND SAFELY

SHUT OFF, CAPPED OR SEALED.

24. KEEP NOISE AND VIBRATION PRODUCING ACTIVITIES AT A MINIMUM WHEN WORKING WITHIN

OR ON THE EXISTING BUILDING. APPROPRIATE TIMES OF SUCH ACTIVITIES SHALL BE

COORDINATED WITH OWNER IN WRITING AT BEGINNING OF PROJECT.

25. IN THE EVENT THAT NOISE AND VIBRATION PRODUCING ACTIVITIES WILL OCCUR DURING

TIMES OTHER THAN THOSE NOTED ABOVE, OBTAIN PERMISSION FROM THE OWNER IN

WRITING A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF ACTIVITIES.

26. KEEP UTILITY AND SERVICE OUTAGES TO A MINIMUM. MAKE WRITTEN OUTAGE REQUESTS AT

LEAST FIVE DAYS BEFORE DATE OF PROPOSED OUTAGE. STATE IN THE REQUEST HOURS OF

OUTAGE. CONFIRM DATE 48 HOURS IN ADVANCE OF STARTING DATE.

27. ASSIGN THE WORK OF MOVING, REMOVAL, CUTTING, PATCHING AND REPAIR TO TRADES

UNDER CONTRACTOR SUPERVISION TO CAUSE THE LEAST DAMAGE TO EACH TYPE OF WORK

ENCOUNTERED.

28. PATCHING OF FINISH MATERIALS TO MECHANICS SKILLED IN THE WORK OF THE FINISH TRADE

INVOLVED.

29. PROTECT REMAINING FINISHES, EQUIPMENT AND ADJACENT WORK FROM DAMAGE CAUSED

BY CUTTING, MOVING AND REMOVAL AND PATCHING OPERATIONS. PROTECT SURFACES

WHICH WILL REMAIN A PART OF THE FINISHED WORK.

30. PROTECT EXISTING AND NEW WORK FROM WEATHER DURING CUTTING, MOVING, REMOVAL

CONSTR. PROVIDE WEATHER PROTECTION AND OTHER FACILITIES AND PROTECTION AS

NEEDED TO PREVENT DAMAGE TO NEW WORK AND TO REMAINING OLD WORK.

31. PROVIDE ADEQUATE SUPPORT OR SUBSTRATE FOR PATCHING FINISHES.

32. USE OF HAZARDOUS MATERIALS SHALL CONFORM WITH 29 CFR 1910.120 AND 1926.65 OF THE

OSHA CODE.

33. REMOVAL OF HAZARDOUS WASTE SHALL COMPLY WITH CURRENT FEDERAL, STATE AND

LOCAL REGULATIONS, STANDARDS, LAWS AND REQUIREMENTS.

34. THE WET SIDE FIRE PROTECTION CONTRACTOR SHALL PROVIDE TO THE ARCHITECT,

THROUGH THE NORMAL SUBMITTAL PROCESS, SPRINKLER PLANS SHOWING PIPING PLANS,

POINTS OF CONNECTIONS, HEAD LOCATIONS, VALVE LOCATIONS, CALCULATIONS, AND HEAD

TYPES AND FINISHES PRIOR TO SUBMISSION TO THE FIRE DEPARTMENT FOR THE

ARCHITECT'S REVIEW AND APPROVAL. DO NOT SUBMIT DRAWINGS TO ANY JURISDICTION

PRIOR TO GAINING THIS REVIEW AND APPROVAL.

35. THE ELECTRONIC FIRE PROTECTION CONTRACTOR SHALL PROVIDE TO THE ARCHITECT,

THROUGH NORMAL SUBMITTAL PROCESS, PLANS SHOWING THE SIZE, LOCATION, MOUNTING

HEIGHTS, AND FINISH OF ALL STROBES, SPEAKERS, AND SPEAKER STROBES AS WELL AS

SHOWING ALL CONDUIT RUNS, CONDUIT SIZES, AND POINTS OF CONNECTION FOR

ARCHITECT'S REVIEW AND APPROVAL. DO NOT SUBMIT DRAWINGS TO ANY JURISDICTION

PRIOR TO GAINING THIS REVIEW AND APPROVAL.

ARCHITECTURE GENERAL NOTES:

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

⌀ DIAMETER/ROUND

(E) EXISTING

# POUND/NUMBER

+/- PLUS OR MINUS

P PROPERTY LINE

SQ SQUARE

A/C AIR CONDITIONING

A.B. ANCHOR BOLT

ABV. ABOVE

A.C. ASPHALTIC CONCRETE

ACC. ACCESSIBLE

ACOUS. ACOUSTICAL

A.D. AREA DRAIN

ACCESS DOOR

ADD. ADDENDUM

ADJ. ADJUSTABLE

ADJA. ADJACENT

A.F. ACCESS FLOOR

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

A.H.U. AIR HANDLING UNIT

ALUM. ALUMINUM

ALT. ALTER OR ALTERNATE

ANG. ANGLE

ANOD. ANODIZED

A.P. ACCESS PANEL

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT (PAVING)

A.T. ACOUSTICAL TILE

A.W. ARCHITECTURAL

WOODWORK

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

B.O.H. BACK OF HOUSE

BOT. BOTTOM

BR. BEDROOM

BRG. BEARING

BRKT. BRACKET

B.S. BOTH SIDES

BSMT. BASEMENT

BTWN. BETWEEN

B.U.R. BUILT-UP ROOFING

C CHORD/COMPACT

CAB. CABINET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS

BACKER BOARD

C.C.T.V. CLOSED CIRCUIT

TELEVISION

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F./C.I. CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

C.F.M. CUBIC FEET PER MINUTE

C.G. CORNER GUARD

CHAN. CHANNEL

CH.W.R. CHILLED WATER RETURN

CH.W.S. CHILLED WATER SUPPLY

C.I. CAST IRON

C.I.P. CAST-IN-PLACE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CLNG CEILING

CLO. CLOSET

CLR. CLEAR

CM. CENTIMETER

C.M.U. CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEANOUT/CASED OPENING

/CONCRETE OPENING

COL. COLUMN

COMM. COMMUNICATION

COMP. COMPARTMENT

CONC. CONCRETE

COND. CONDITION

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

COOR. COORDINATE

CORR. CORRIDOR

C.O.T.G. CLEAN OUT TO GRADE

CP. CARPET

C.R. CLOSET ROD

C.R.M. CONCRETE RUBBLE

MASONRY

C.T. CERAMIC TILE

CTR. CENTER

CTSK. COUNTERSUNK

CUST. CUSTOM

C.W. COLD WATER

C.W.R. COLD WATER RETURN

d PENNY (NAILS)

D. DEEP/DEPTH/DRYER

D.A. DOUBLE ACTING

DBL. DOUBLE

D.D. DECK DRAIN

DEPT. DEPARTMENT

DET. DETAIL

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

D.O. DOOR OPENING

D.PTN DEMOUNTABLE PARTITION

DR. DOOR

DS DOWNSPOUT

D.SP. DRY STANDPIPE

DW. DISHWASHER

DWG. DRAWING

DWR. DRAWER

E. EAST

EA. EACH

E.A.R. EXHAUST AIR REGISTER

E.C. ELASTOMERIC COATING/

EXPOSED CONSTRUCTION

E.F. EXHAUST FAN

E.F.S. EXTERIOR FINISH SYSTEM

E.G.C.B. EXTERIOR GYPSUM

CEILING BOARD

E.G.S.B. EXTERIOR GYPSUM

SHEATHING BOARD

E.I.F.S. EXTERIOR INSULATION

& FINISH SYSTEM

E.J. EXPANSION JOINT

EL. ELEVATION

ELAS. ELASTOMERIC

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMER. EMERGENCY

ENCL. ENCLOSURE

E.O.S. EDGE OF SLAB

E.P. ELECTRICAL PANEL

EQ. EQUAL

EQPT. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRICAL WATER COOLER

EXH. EXHAUST

EXP. EXPANSION

EXPO. EXPOSED

EXIST. EXISTING

EXT. EXTERIOR

F. FEMALE

F.A. FIRE ALARM

FAB. FABRICATE

F.A.M. FLUID APPLIED MEMBRANE

F.B. FLAT BAR

F.C.O. FLOOR CLEAN OUT

F.C.U. FAN COIL UNIT

F.D. FLOOR DRAIN/

FIRE DAMPER

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.F.&E. FURNITURE, FIXTURE

& EQUIPMENT

F.F.S. FINISH FLOOR SEPARATION

F.H. FLAT HEAD

F.H.C. FIRE HOSE CABINET

FIN. FINISH

FIXT. FIXTURE

FLASH. FLASHING

FLDG. FOLDING

FLG. FLOORING

FLR. FLOOR

FLUOR. FLUORESCENT

F.N.D. FEMININE NAPKIN

DISPOSAL

F.N.V. FEMININE NAPKIN

VENDOR

FND. FOUNDATION

F.O. FACE OF ...

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MANSONRY

F.O.S. FACE OF SLAB/

FACE OF STUD

F.O.W. FACE OF WALL

FR. FRAME

F.R.G. FIBER REINFORCED

GYPSUM

F.R.P. FIBERGLASS REINFORCED

POLYESTER

F.R.T. FIRE RETARDANT

TREATED WOOD

FRZ. FREEZER

F.S. FLOOR SINK/FULL SIZE

FT. FOOT/FEET

F.T.D. FACIAL TISSUE DISPENSER

FTG. FOOTING

FURR. FURRING/FURRED

FUT. FUTURE

G. GAS (PIPE)

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.B. GRAB BAR

GEN. GENERATOR

G.F.I. GROUND FAULT

INTERCEPTOR

G.F.R.C. GLASS FIBER

REINFORCED CONCRETE

GL. GLASS

GLU-LAM GLUED LAMINATED WOOD

GND. GROUND

G.P.H. GALLONS PER HOUR

G.S.B. GYPSUM SHEATHING

BOARD

GYP. GYPSUM

H. HEIGHT/HIGH

H.B. HOSE BIB

H.C. HOLLOW CORE

HCP. HANDICAPPED

HD. HEAD

HDWD. HARDWOOD

HDWE. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

H.S. HAND SINK

HT. HEIGHT

HTR. HEATER

H.V.A.C. HEATING, VENTILATION

AND AIR CONDITIONING

H.W. HOT WATER

H.W.R. HOT WATER RETURN

I.D. INSIDE DIAMETER

(DIMENSION)

INCL. INCLUDED/INCLUSIVE/

INCLUDING

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAL. JALOUSIE

JAN. JANITOR

J.B. JUNCTION BOX

JST. JOIST

JT. JOINT

K.D. KNOCK DOWN

KG. KILOGRAM

KIT. KITCHEN

KM. KILOMETER

K.O. KNOCK-OUT

KW KILOWATT

L. LENGTH/LONG

LAB. LABORATORY

LAM. LAMINATE/LAMINATED

LAV. LAVATORY

LB. POUND

L.F. LINEAL FOOT

LIQ. LIQUOR

LKR. LOCKER

LOC. LOCATION

L.P. LAMINATED PLASTIC

LTG. LIGHTING

LVR. LOUVER

M. MALE

MAT'L. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MLDG. MOULDING

MM. MILLIMETER

M.O. MASONRY OPENING

MOD. MODULAR

M.R. MOISTURE RESISTANT

MTD. MOUNTED

MTG. MOUNTING

N. NORTH

N.I.C. NOT IN CONTRACT

N.L. NIGHT LIGHT

NO. NUMBER

NOM. NOMINAL

N.S. NO SCALE

N.T.S. NOT TO SCALE

O. OVER

O.C. ON CENTER

OA. OVERALL

O.A.G. OUTSIDE AIR GRILLE

OBS. OBSCURE

O.D. OUTSIDE DIAMETER

(DIMENSION)

O.F./C.I. OWNER FURNISHED/

CONTRACTOR INSTALLED

OFD. OVERFLOW DRAIN

OFF. OFFICE

O.F./O.I. OWNER FURNISHED/

OWNER INSTALLED

OPNG. OPENING

OPP. OPPOSITE

OPQ. OPAQUE

OPR. OPERABLE

OVHD. OVERHEAD

PASS. PASSAGE

P.C. POST CONTRACT

P.C.A. POST CONTRACT

ARCHITECTURAL

PC. PIECE

P.D. PLANTER DRAIN

PERIM. PERIMETER

PERP. PERPENDICULAR

PH. PENTHOUSE

P.I.P. POURED-IN-PLACE

PL. PLATE

PLAM. PLASTIC LAMINATE

PLAS. PLASTER

PLBG. PLUMBING

PLYWD. PLYWOOD

PNL. PANEL

PR. PAIR

P.R.B.P. PRESSURE REDUCING

BACK FLOW PREVENTER

PRCST. PRECAST

PREFAB. PREFABRICATED

PREP. PREPARATION

PROP. PROPERTY

P.R.V. PRESSURE RELIEF VALVE

P.S.F. POUNDS PER SQUARE

FOOT

PT. PAINT/POINT

P.T.D. PAPER TOWEL DISPENSER

P.T.D.R. PAPER TOWEL DISPENSER

& RECEPTACLE

PTN. PARTITION

P.T.R. PAPER TOWEL

RECEPTACLE

PVC POLY VINYL CHLORIDE

Q.T. QUARRY TILE

R. RISER

RAD. RADIUS

R.B. RESILIENT BASE

RB.HK. ROBE HOOK

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

REBAR REINFORCING BAR

REF. REFERENCE/REFER

REFL. REFLECTOR

REFR. REFRIGERATOR

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File details come from the government source that posted it. Updated Jan 6, 2026.