B01 Attachment 5 Hopi Quarters_FINAL CD.pdf

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

261 North Court Avenue

Tucson, Arizona 85701

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

ARCHITECTSCONSULTANTSOWNER

IHS Project No: PH21KC01Q3 Polacca, Arizona

P o la c c a A ri zo n a

INDIAN HEALTH SERVICE

FACILITIES DESIGN & CONSTRUCTION

Two Renaissance Square

40 N Central Ave

Phoenix, AZ 85004

Phone: (602) 364-5300

EEC

555 E River Road, Suite 301

Tucson, AZ 85704

Phone: (520) 321-4625

Fax: (520) 321-0333

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

Fax: (520) 323-0479

Adams & Associates

6422 E Speedway BLVD, Suite 130

Tucson, AZ 85710

Phone: (520) 323-3858

Fax: (520) 325-4123

M3 Engineering

2051 W Sunset Rd

Tucson, AZ 85704

Phone: (520) 293-1488

Fax: (520) 293-8349

McGann & Associates

6814 N Oracle Rd, Suite 210

Tucson, AZ 85704

Phone: (520) 297-9540

Fax: (520) 297-9545

CIVIL STRUCTURAL MECHANICAL ELECTRICAL LANDSCAPE

HOPI HEALTH CARE CLINIC

HOPI QUARTERS

10/6/2022

CONSTRUCTION DOCUMENTS

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INTERIOR DESIGN

J Sweets Commercial Designs, LLC

10441 E Avalon Park St

Tucson, AZ 85747

Phone: (520) 975-3317

SECOND MESA

FIRST MESA

HANO

WALPI

HOPI HEALTH CARE CLINIC

HOPI QUARTERS PROJECT LOCATION

POLACCA

TO I-40

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N V I

S E R

U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

C

B

A

SHEET TITLE

G1.0

PROJECT INFORMATION

& SHEET INDEX

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

ZP

HOPI HEALTH CARE

CLINIC

CIVIL

EEC

555 E River Road, Suite 301

Tucson, AZ 85704

Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E Speedway BLVD, Suite 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

M3 Engineering

2051 W Sunset Rd

Tucson, AZ 85704

Phone: (520) 293-1488

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

10/ 6/2

HOPI QUARTERS

GENERAL NOTES

A. ALL CONSTRUCTION TO CONFORM TO THE LATEST PUBLISHED EDITION OF NATIONALLY RECOGNIZED CODES, STANDARDS AND GUIDELINES, INCLUDING THE

FOLLOWING: NATIONAL FIRE CODES; INTERNATIONAL BUILDING CODE (IBC); INTERNATIONAL RESIDENTIAL CODE (IRC); ARCHITECTURAL BARRIERS ACT (ABA);

INTERNATIONAL ENERGY CONSERVATION CODE (IECC); ASHRAE 62.1 – VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY.

B. THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL

OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS).

C. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE

FOOT.

D. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA.

E. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF HE CHOOSES AN OPTION, CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS.

F. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.

G. CONTRACTOR SHALL VERIFY THE ADEQUACY AND LOCATION OF EXISTING UTILITIES. VERIFY INVERTS TO ASSURE THAT PROPER SLOPES CAN BE OBTAINED.

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF, FOUR NEW 2,525 SQUARE FOOT RESIDENCES EACH WITH 4 INDIVIDUAL DWELLING UNITS.

BUILDING MATERIALS CONSIST OF WOOD FRAMED WALLS AND WOOD TRUSS ROOF STRUCTURE. UTILITIES AND

SYSTEMS INCLUDE BUT ARE NOT LIMITED TO PLUMBING, FIRE PROTECTION, MECHANICAL, AND ELECTRICAL

LOCATION

OWNERS:

INDIAN HEALTH SERVICE

LOCATION:

HOPI HEALTH CARE CLINIC IS

LOCATED AT HIGHWAY 264 MILE

POST 388, POLACCA, ARIZONA,

86042

DRAWING INDEX

SHEET NO. SHEET NAME ISSUE DATE CURRENT REV REV DATE SHEET TOTAL

G0.0 COVER SHEET 10/6/2022 SHEET 1 OF 56

G1.0 PROJECT INFORMATION & SHEET INDEX 10/6/2022 SHEET 2 OF 56

G2.0 ABBREVIATIONS & SYMBOLS 10/6/2022 SHEET 3 OF 56

G3.0 CODE REVIEW 10/6/2022 SHEET 4 OF 56

C0.1 COVER SHEET GENERAL NOTES 10/6/2022 SHEET 5 OF 56

C1.0 CIVIL SITE PLAN SITE SURVEY 10/6/2022 SHEET 6 OF 56

C2.0 GRADING AND PAVING PLAN 10/6/2022 SHEET 7 OF 56

C3.0 UTILITIES PLAN 10/6/2022 SHEET 8 OF 56

C4.0 DETAIL SHEET 10/6/2022 SHEET 9 OF 56

C5.0 HORIZONTAL CONTROL PLAN 10/6/2022 SHEET 10 OF 56

C-SP-1.0 COVER SHEET SEWER PUMP STATION AND

FORCEMAIN

10/6/2022 SHEET 11 OF 56

C-SP-2.0 GNERAL NOTES / ABBREVIATIONS/ LEGENDS 10/6/2022 SHEET 12 OF 56

C-SP-3.0 SWEER PUMP STATION AND FORCEMAN 10/6/2022 SHEET 13 OF 56

C-SP-4.0 P&ID 10/6/2022 SHEET 14 OF 56

C-SP-5.0 SEWER FORCE MAIN PROFILE 10/6/2022 SHEET 15 OF 56

C-SP-6.0 SEWER PUMP STATION 10/6/2022 SHEET 16 OF 56

C-SP-7.0 SEWER PUMP STATION 10/6/2022 SHEET 17 OF 56

LP101 LANDSCAPE PLAN 10/6/2022 SHEET 18 OF 56

LP501 LANDSCAPE DETAILS AND SCHEDULE 10/6/2022 SHEET 19 OF 56

LI101 IRRIGATION PLAN 10/6/2022 SHEET 20 OF 56

LI501 IRRIGATION DETAILS AND SCHEDULE 10/6/2022 SHEET 21 OF 56

A1.0 ARCHITECTURAL SITE PLAN 10/6/2022 SHEET 22 OF 56

A1.1 INDIVIDUAL BUILDING SITE PLAN 10/6/2022 SHEET 23 OF 56

A2.0 FLOOR PLAN 10/6/2022 SHEET 24 OF 56

A2.1 ROOF PLAN 10/6/2022 SHEET 25 OF 56

A2.2 CARPORT FLOOR AND ROOF PLANS 10/6/2022 SHEET 26 OF 56

A2.3 FIRST FLOOR REFLECTED CEILING PLAN 10/6/2022 SHEET 27 OF 56

A3.0 ELEVATIONS & BUILDING SECTIONS 10/6/2022 SHEET 28 OF 56

A3.1 ELEVATIONS & BUILDING SECTIONS 10/6/2022 SHEET 29 OF 56

A4.0 FINISH PLAN, SCHEDULE & DETAILS 10/6/2022 SHEET 30 OF 56

A4.1 INTERIOR ELEVATIONS & MILLWORK DETAILS 10/6/2022 SHEET 31 OF 56

A5.0 DOOR & WINDOW SCHEDULE 10/6/2022 SHEET 32 OF 56

A6.0 WALL TYPES & DETAILS 10/6/2022 SHEET 33 OF 56

F1.0 FURNITURE PLAN 10/6/2022 SHEET 34 OF 56

S0.1 STANDARD STRUCTURAL NOTES 10/6/2022 SHEET 35 OF 56

S1.1 FOUNDATION PLAN 10/6/2022 SHEET 36 OF 56

S1.2 FOUNDATION AND ROOF FRAMING PLANS -

CARPORT

10/6/2022 SHEET 37 OF 56

S2.1 FOUNDATION DETAILS 10/6/2022 SHEET 38 OF 56

S3.1 ROOF FRAMING PLAN 10/6/2022 SHEET 39 OF 56

S4.1 FRAMING DETAILS 10/6/2022 SHEET 40 OF 56

FP1.1 FIRE PROTECTION FLOOR PLAN 10/6/2022 SHEET 41 OF 56

M1.1 MECHANICAL FLOOR PLAN 10/6/2022 SHEET 42 OF 56

M2.1 MECHANICAL ROOF PLAN 10/6/2022 SHEET 43 OF 56

M3.1 MECHANICAL EQUIPMENT SCHEDULES 10/6/2022 SHEET 44 OF 56

P1.1 PLUMBING FLOOR PLAN 10/6/2022 SHEET 45 OF 56

P2.1 PLUMBING ISOMETRIC 10/6/2022 SHEET 46 OF 56

P3.1 PLUMBING SPECIFICATIONS 10/6/2022 SHEET 47 OF 56

E0.1 ELECTRICAL NOTES, SYMBOLS,

ABBREVIATIONS, FIXTURE SCHEDULE

10/6/2022 SHEET 48 OF 56

E1.0 ELECTRICAL SITE PLAN 10/6/2022 SHEET 49 OF 56

E2.0 TYPICAL 4-PLEX LIGHTING PLAN 10/6/2022 SHEET 50 OF 56

E3.0 TYPICAL 4-PLEX POWER & SPECIAL

SYSTEMS PLAN

10/6/2022 SHEET 51 OF 56

E4.0 TYPICAL 4-PLEX PANEL SCHEDULES 10/6/2022 SHEET 52 OF 56

E5.0 TYPICAL 4-PLEX SINGLE LINE DIAGRAM 10/6/2022 SHEET 53 OF 56

E6.0 LIFT STATION ELEC NOTES, SYMBOLS, ABBR,

FIXTURE SCHEDULE

10/6/2022 SHEET 54 OF 56

E6.1 LIFT STATION ELECTRICAL PLANS 10/6/2022 SHEET 55 OF 56

E6.2 LIFT STATION SINGLE LINE DIAGRAM 10/6/2022 SHEET 56 OF 56

N

MAPS

NOT TO

SCALE

2 56

EARTH

POROUS FILL, STONE, OR GRAVEL

CONCRETE

CONCRETE MASONRY UNIT

STEEL

ALUMINUM

PLYWOOD

CONCRETE,

PLASTER, OR GWB

WOOD GLASS

MASONRY

GYPSUM WALL BOARD

MEMBRANE

ROUGH WOOD, NONCONTINUOUS

ROUGH WOOD, CONTINUOUS

PLASTER, SAND, CEMENT, OR GROUT

RIGID INSULATION

INSULATION BLANKET, BATTS

SECTION

ELEVATION

2 4

2 4

ROOFING OR FLASHING

DRAWING TITLE WITH DETAIL

NUMBER AND SCALE

COLUMN GRID

WALL TAG

GRAPHIC SCALE

EQUIPMENT TAG

REVISION CLOUD

E1

ELEVATION INDICATOR

NORTH ARROW

N

BUILDING SECTION

WALL SECTION

ENLARGED AREA OR DETAIL CALLOUT

EXTERIOR ELEVATION

INTERIOR ELEVATION

DOOR TAG

WINDOW TAG

KEYNOTE

SAFETY GLASS INDICATOR

ROOM TAG

Room name

A101

A101

A101

A101

A101

0' 2' 4' 8'

F

16'- 0" A.F.F.

FF ELEV

DOOR NUMBER

DOOR MARK

DRAWING

NUMBER

View Name

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

SECTION LETTER

SHEET WHERE DRAWN

ELEVATION REFERENCE NO

SHEET WHERE DRAWN

ELEVATION REFERENCE NO

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

REVISION NUMBER

CLOUD ENCLOSES REVISION

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U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

C

B

A

SHEET TITLE

G2.0

ABBREVIATIONS &

SYMBOLS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

ZP

HOPI HEALTH CARE

CLINIC

CIVIL

EEC

555 E River Road, Suite 301

Tucson, AZ 85704

Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E Speedway BLVD, Suite 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

M3 Engineering

2051 W Sunset Rd

Tucson, AZ 85704

Phone: (520) 293-1488

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

10/ 6/2

HOPI QUARTERS

ABBREVIATIONSSYMBOLS

MATERIALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ACOUSTICAL CEILING

ADA AMERICAN WITH DISABILITIES

ACT

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

ANOD ANODIZED

BD BOARD

BEDRM BEDROOM

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLK(G) BLOCK(ING)

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT UP ROOFING

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CB CHALKBOARD, CATCH BASIN

CEM CEMENT

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED,

OWNER INSTALLED

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMTS COMMENTS

CMU CONCRETE MASONRY UNITS

CMWP COMPOSITE METAL WALL

PANEL

CNPY CANOPY

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE (OUS)

CORR CORRIDOR, CORRUGATED

CPT CARPET

CSK COUNTERSINK

CT CERAMIC TILE

CU CUBIC

CU FT CUBIC FOOT

CW COLD WATER

D DEPTH

DEMO DEMOLISH

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWC DRYWALL CHANNELS (HAT)

DWG DRAWING

E EAST

EA EACH

EF EACH FACE

EFS EXTERIOR FINISH SYSTEM

EIFS EXT. INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION, ELEVATOR

EMER EMERGENCY

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWWM ELECTRICALLY WELDED WIRE

MESH

EXC EXCAVAT(E) (ION)

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F/ FROM

FA FIRE ALARM

FAB FABRICATE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FIN FINISH(ED)

FLA FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FP FIREPROOF

FR FIRE RETARDANT

FRP FIBER REINFORCED PLASTIC

FS FLOOR SINK

FT FOOT, FEET

FTG FOOTING

FUR FURRED(ING)

FUT FUTURE

FV FIELD VERIFY

GA GAGE, (GAUGE)

GALV GALVANIZED

GC GENERAL CONTRACT(OR)

GD GRADE

GL GLASS, GLAZING

GWB GYPSYUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HDBD HARDBOARD

HDWD HARDWOOD

HDWR HARDWARE

HIW HIGH IMPACT WOOD

FIBER BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATING

AIR CONDITIONING

HW HOT WATER

ICF INSULATED CONCRETE FORM

ICMWP INSULATED COMPOSITE

METAL WALL PANEL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

INCL INCLUDING

INS INSULATION

INT INTERIOR

JC JANITORS CLOSET

JST JOIST

JT JOINT

KD KNOCKED DOWN

KIT KITCHEN

KO KNOCK OUT

KP KICK PLATE

L LENGTH, LONG

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET

LH LEFT HAND

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTWT LIGHTWEIGHT

LVR LOUVER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MOV MOVABLE

MTD MOUNTED

MTL METAL

MWP METAL WALL PANEL (SYSTEM)

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT, (OFOI)

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENTS

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OC ON CENTER(S)

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED,

OWNER INSTALLED

OH OVERHEAD, OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OSB ORIENTED STRAND BOARD

P PAINT(ED)

PAR PARALLEL

PART PARTITION

PART BD PARTICLE BOARD

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE(D)

PERIM PERIMETER

PERP PERPENDICULAR

PF PREFABRICATES

PJ PANEL JOINT

PL PLASTER, PLATE,

PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PO POWER OPERATED

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

(R) RECESSED

R RADIUS, RISER ROUND

RA RETURN AIR

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

RELO RELOCATION

REPL REPLACE

REQ'D REQUIRED

RES RESILIENT

REV REVISION(S), REVISED

RF RIGID FIBERGLASS

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAINWATER LEADER

(S) SURFACE MOUNTED

S SEALED, SOUTH

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SDG SIDING

SECT SECTION

SF SQUARE FEET

SHEET SHEET

SHWR SHOWER

SIM SIMILAR

SIP STRUCTURAL INSULATED

PANEL

SM SHEET METAL

SP SOUNDPROOF

SPECS SPECIFICATIONS

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SERVICE SINK,

STAINLESS STEEL

ST STREET

STC SOUND TRANSMISSION

COEFFCIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SEAMLESS VINYL

SW SWITCH

SWR SEWER

SYM SYMMETRY(ICAL)

T THICKNESS, TEE

T&G TONGUE & GROOVE

TB TACKBOARD

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERR TERRAZZO

THK THICK(NESS)

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOIL TOILET

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TV TELEVISION

TYP TYPICAL

U URINAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VNR VENEER

VPL VENEER PLATER

VWC VINYL WALL COVERING

W WIDTH, WIDE, WEST

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HUNG, WATER HEATER

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOFING

WR WATER REPELLENT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

3 56

FIRE PARTITION WITH 1 HOUR FIRE-RESISTANCE

RATING PER IBC 708.3*

*1/2HR IS THE MINIMUM REQUIRED BUT A 1HR

ASSEMBLY IS PROVIDED AS DETAILED

EMERGENCY EGRESS

EXITING ROUTE STARTING POINT

EXITING ROUTE

PROVIDE PORTABLE FIRE EXTINGUISHER UNDER

KITCHEN SINK, CFCI, MAX 75' TRAVEL DISTANCE

PER 2021 IBC TABLE 906.3(1), REF SPECS

FE

EXIT

FIRE / EXITING LEGEND

30' TRAVEL

EXIT EXIT EXIT EXIT

EXIT EXIT EXIT EXIT

27' TRAVEL27' TRAVEL27' TRAVEL

27' TRAVEL27' TRAVEL27' TRAVEL 30' TRAVEL

FE FE FE FE

1 HR DWELLING SEPARATION

ACCESSIBLE

BATHROOM

ACCESSIBLE

UNIT

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H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

C

B

A

SHEET TITLE

G3.0

CODE REVIEW

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

ZP

HOPI HEALTH CARE

CLINIC

CIVIL

EEC

555 E River Road, Suite 301

Tucson, AZ 85704

Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E Speedway BLVD, Suite 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

M3 Engineering

2051 W Sunset Rd

Tucson, AZ 85704

Phone: (520) 293-1488

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

10/ 6/2

HOPI QUARTERS

APPLICABLE CODES

INTERNATIONAL BUILDING CODE 2021 EDITION

INTERNATIONAL PLUMBING CODE 2021 EDITION

INTERNATIONAL MECHANICAL CODE 2021 EDITION

INTERNATIONAL FIRE CODE 2021 EDITION

NATIONAL ELECTRIC CODE 2020 NFPA 101

SPRINKLER CODE 2022 NFPA 13R

INTERNATIONAL ENERGY CONSERVATION CODE 2021 EDITION

ANSI A117.1 ACCESSIBILITY CODE 2017 EDITION

* AND ALL OTHER CODES AND ORDINANCES AS ADOPTED BY THE GOVERNING AGENCIES HAVING

JURISDICTION

CODE REVIEW

1. ZONING (ZONING ORDINANCE): UNKNOWN, VERIFY "NONE"

2. DIMENSIONAL STANDARDS

A. SETBACKS: SIDE: N/A

FRONT YARD: N/A

REAR: N/A

B. HEIGHT LIMIT: N/A

C. MIN. LOT SIZE: N/A

D. MAX. LOT COVERAGE: N/A

SOURCE: 2021 INTERNATIONAL BUILDING CODE

3. OCCUPANCY GROUP (IBC SECTION 302): R-2 "APARTMENT HOUSES"

U "CARPORT"

4. TYPE OF CONSTRUCTION (IBC SECTION 601): TYPE VB

5. ALLOWABLE HEIGHT (TABLE 504.3) 40' FT

ALLOWABLE BUILDING AREA (TABLE 506.2) 2 STORIES, 7000 SF PER STORY

AUTOMATIC SPRINKLER INCREASE: NOT USED- SPRINKLER REQUIRED

6. ACTUAL AREA

a. RESIDENCE 2,525 SF

b. CARPORT 928 SF

TOTAL EXISTING ACTUAL AREA: 3,453 SF

7. FIRE RESISTANCE RATINGS (IBC TABLE 601):

A. EXTERIOR BEARING WALLS: 0 HOUR

B. EXTERIOR NON-BEARING WALLS: 0 HOUR

C. INTERIOR BEARING WALLS: 0 HOUR

D. INTERIOR NON-BEARING WALLS: 0 HOUR

E. STRUCTURAL FRAME: 0 HOUR

F. FLOORS 0 HOUR

G. ROOFS: 0 HOUR

H. EXTERIOR DOORS & WINDOWS: UNPROTECTED (ALL SIDES) =

(TABLE 705.8) 10' >15' 45%

8. AUTOMATIC SPRINKLER SYSTEM NFPA 13R SPRINKLER SYSTEM REQUIRED PER

SECTION 903.2.8

9. SEPARATION WALLS

A. SEPARATION OF OCCUPANCIES: NOT REQUIRED

B. DWELLING UNIT SEPARATION: 1/2 HOUR (708.3 EX 2)

B. SHAFT ENCLOSURES: NOT REQUIRED

C. VERTICAL EXIT ENCLOSURES: NOT REQUIRED

10. CORRIDORS

A. RATING: N/A

B. WIDTH: N/A

C. DEAD END CORRIDOR: N/A

11. EXITS AND OCCUPANCY LOADS FOR THIS PROJECT (IBC TABLE 1004.5):

USE: AREA (SF): OCCUPANT LOAD FACTORS: # OF PEOPLE:

RESIDENTIAL 2,525 SF 1 PERSON/ 200 GSF 13

A. WIDTH OF STAIRS (1005.3.1): N/A

B. WIDTH OF EXITS (1005): OCCUPANT LOAD SERVED x .15 INCH

C. SIZE OF DOORS (1005.7.1): MIN. 32" CLEAR

D. COMMON PATH OF EGRESS TRAVEL (1006) 125'

E. REQ'D EXITS FROM SPACES (TABLE 1006.2.1): R-2 OCCUPANCY, >20 OCCUPANTS = 1 EXITS

F. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2): 250'

G. REQUIRED EXITS PER STORY: 1 EXIT (TABLE 1006.3.2)*

* 1 EXIT PER STORY, IF EACH STORY HAS A MAXIMUM OF 4 UNITS AND A TRAVEL DISTANCE OF LESS

THAN 125FT

12. PLUMBING FIXTURES (TABLE 2902.1)

Factor

Water Closets Lavatories

1 per

Dwelling Unit

Required Number of Fixtures

Classification: Business

B Occupancy

Number of Dwelling Units

1/4" = 1'-0"1

FIRST FLOOR PLAN EGRESS

Tub/Shower

1 per

Dwelling Unit

1 per

Dwelling Unit

Kitchen Sink

1 per

Dwelling Unit

Washer

Connection

1 per 20

Dwelling Units

Provided Number of Fixtures 44 4 4 4

N

0' 2' 4' 8'

FIRE PROTECTION NOTES

1. FINAL FIRE SPRINKLER DESIGN TO BE PROVIDED BY THE CONTRACTOR AS A DEFERRED SUBMITTAL

PER FIRE PROTECTION DRAWINGS AND SPECIFICATIONS

4 56

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

OF

C0.1

COVER SHEET

GENERAL NOTES

10/06/2022

EXPIRES 09/30/2024

5 56

CIVIL SITE PLAN

C1.0

SITE SURVEY

CIVIL SITE PLAN

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

10/06/2022

6 56 www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

OF

C2.0

GRADING AND PAVING

PLAN

10/06/2022

7 56 www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

OF

C3.0

UTILITIES PLAN

10/06/2022

8 56 www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

OF

C4.0

DETAIL SHEET

10/06/2022

9 56

CIVIL SITE PLAN

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

10/6/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

OF

C5.0

HORIZONTAL CONTROL

PLAN

10/06/2022

10 56 www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

ARCHITECTS

11/18/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

11/18/2022

COVER SHEET

SEWER PUMP STATION

AND FORCEMAIN

VICINITY MAP

(NOT TO SCALE)

N

PROJECT

LOCATION

C-PS-1.0

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TO MATCH EXISTING WALL

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EXPIRES 9/30/2018

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SHEETS C3.0-C4.0

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PROPOSED GRADING LIMITS

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FOREST LAKE

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KITSILI

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RED LAKE

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TUBA CITY

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INDIAN

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SECOND MESA

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KEAMS

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CANYON

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HOPI

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COWSPRINGS

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PINON

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SAN

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KAIBITO

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INSCRIPTION

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SHONTO

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HOUSE

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KAYENTA

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GOULDING

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JUAN

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RIVER

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LUKACHUKAI

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FT. DEFIANCE

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SAWMILL

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COTTONWOOD

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STEAMBOAT

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NAZLINI

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CHINLE

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CHILCHINBETO

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ROUGH ROCK

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MANY FARMS

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ROUND ROCK

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SPRINGS

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NAVAJO

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MEXICAN

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CRYSTAL

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TOADLENA

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SANOSTEE

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COVE

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TEEC NOS POS

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ARIZONA

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DENNEHOTSO

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UTAH

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SWEET WATER

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ROCK POINT

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MEXICAN

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WATER

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RED MESA

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RED

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VALLEY

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RIVER

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JUAN

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ARIZONA

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NEW MEXICO

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SITE MAP

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DESIGN CRITERIA

AutoCAD SHX Text RV LOTS 40 UNITS ADWF 8,640 gpd PDWF 31,277 gpd PWWF 39,096 gpd RESIDENT QUARTERS 16 UNITS ADWF 3,456 gpd PDWF 12,511 gpd PWWF 15,638 gpd P.S. at STA. 5+44.27 No. of PUMPS - 2 (Chopper) Duty / Stanel BX Rated Design: 120 gpm 22' TDH MOTOR: 4.3 hp FORCE MAIN Diameter - 4" TYPE - HDPE Exist. P.S. No. of Pumps -2 Rated Design - bd www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

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I

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A N

HE TL H

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N

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AR P

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OF

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ARCHITECTS

11/18/2022 - CONSTRUCTION DOCUMENTS

1818.800

E.G.O.

CIVIL

EEC

555 E River Road, Suite 301 Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

HOPI QUARTERS

OF

HOPI HEALTH CARE

CLINIC

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

11/18/2022”

GENERAL NOTES /

ABBREVIATIONS /

C-PS-2.0

LEGEND

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ROBERT LLOYD

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EXPIRES 9/30/2018

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GENERAL PRIVATE SEWER NOTES

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1. ALL DESIGN STANDARDS, MATERIALS AND WORKMANSHIP FOR PRIVATE SEWERS SHALL BE IN ALL DESIGN STANDARDS, MATERIALS AND WORKMANSHIP FOR PRIVATE SEWERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND DETAILS OF ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ) AND ARIZONA STATE HEALTH DEPARTMENT AND AS HEREIN MODIFIED AND AS SHOWN ON THESE PLANS INSTALLATION SHALL BE AS SPECIFIED ABOVE AND PER MANUFACTURER'S SPECIFICATIONS. 2. EXISTING UNDERGROUND UTILITIES HORIZONTAL AND VERTICAL LOCATIONS ARE APPROXIMATE AND EXISTING UNDERGROUND UTILITIES HORIZONTAL AND VERTICAL LOCATIONS ARE APPROXIMATE AND BASED ON THE AVAILABLE RECORDS AT THE TIME OF PREPARATION OF THIS PLAN. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS A DEFIANT PART OF THE THIS CONTRACT. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION IS STARTED. 3. FILL OVER SEWER SHALL BE PLACED TO 95% MAXIMUM DENSITY IN STREETS AND TO 90% MAXIMUM FILL OVER SEWER SHALL BE PLACED TO 95% MAXIMUM DENSITY IN STREETS AND TO 90% MAXIMUM DENSITY, STANDARD PROCTOR, IN ALL OTHER AREAS. 4. WATER SETTLING OF TRENCH BACKFILL ON THIS PROJECT IS SPECIFICALLY PROHIBITED. WATER SETTLING OF TRENCH BACKFILL ON THIS PROJECT IS SPECIFICALLY PROHIBITED. 5. WATER AND SEWER LINES SHALL BE DESIGNED IN ACCORDANCE WITH A.C.C. R18-4-502, (WATER) WATER AND SEWER LINES SHALL BE DESIGNED IN ACCORDANCE WITH A.C.C. R18-4-502, (WATER) AND A.C.C. R18-9-E301 (SEWER). A. IN ORDER TO PROTECT PUBLIC WATER SYSTEMS FROM POSSIBLE CONTAMINATION, A WATER MAIN IN ORDER TO PROTECT PUBLIC WATER SYSTEMS FROM POSSIBLE CONTAMINATION, A WATER MAIN SHALL NOT INFRINGE UPON AN AREA WHICH IS WITHIN SIX FEET OF EITHER SIDE OF A SEWER MAIN AND SHALL NOT BE BELOW, AT THE SAME LEVEL AS, OR LESS THAN TWO FEET ABOVE THE TOP OF THE SEWER MAIN, UNLESS EXTRA PROTECTION IS PROVIDED. 6. INSTALLATION OF PVC SEWER MUST BE IN CONFORMANCE WITH STANDARD SPECIFICATION ASTM INSTALLATION OF PVC SEWER MUST BE IN CONFORMANCE WITH STANDARD SPECIFICATION ASTM D-2321. 7. WATER TIGHTNESS TESTING OF THE SEWER LINE SHALL BE PERFORMED BY THE CONTRACTOR AND WATER TIGHTNESS TESTING OF THE SEWER LINE SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY ENGINEER OF THE PROJECT. TESTING OF SEWER LINES AND MANHOLES SHALL BE IN ACCORDANCE WITH A.C.C. R18-9-E301.D.2.i (PRESSURE TEST) A.C.C. R18-9-E301.D.3.f AND A.C.C. R18-9-E-301.D.3.g (MANHOLE TESTING). 8. A CONTINUOUS MAGNETIC TAPE SHALL BE BURIED 18” BELOW FINAL GRADE AT THE SEWER A CONTINUOUS MAGNETIC TAPE SHALL BE BURIED 18” BELOW FINAL GRADE AT THE SEWER BELOW FINAL GRADE AT THE SEWER CENTERLINE. 9. THE SEWER CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR SEWER CONSTRUCTION. THE SEWER CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR SEWER CONSTRUCTION. 10. THE SEWER SYSTEM SHALL PASS ALL APPLICABLE A.D.E.Q. TESTING. THE SEWER SYSTEM SHALL PASS ALL APPLICABLE A.D.E.Q. TESTING. 11. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER ELEVATIONS AND ALIGNMENTS PRIOR TO THE CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER ELEVATIONS AND ALIGNMENTS PRIOR TO CONSTRUCTION AND IMPLEMENTATION; VERIFICATION MAY REQUIRE POT-HOLING. 12. ALL SEWER LINES SHALL BE COVERED WITH AT LEAST 4 FEET OF EARTH COVER PER AAC ALL SEWER LINES SHALL BE COVERED WITH AT LEAST 4 FEET OF EARTH COVER PER AAC R18-9-E301(D)(2)(B). IF SITE CONDITIONS PREVENT 4 FEET OF COVER, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 13. IMMEDIATELY REPORT ANY RELEASE OF SEWAGE, AND/OR ANY DAMAGE TO OR THE DROPPING IMMEDIATELY REPORT ANY RELEASE OF SEWAGE, AND/OR ANY DAMAGE TO OR THE DROPPING OF DEBRIS INTO THE SANITARY SEWAGE CONVEYANCE SYSTEM TO OWNER. CONTRACTOR SHALL IMMEDIATE TAKE ACTION TO CONTAIN THE SANITARY SEWAGE OVERFLOW (SSO) FROM THE SEWER SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS TO REPAIR THE SYSTEM, FOR ALL EXPENSES TO MITIGATE THE RELEASE AND TO DISINFECT THE RELEASE AREAS AND FOR ANY REGULATORY PENALTIES LEVIED BECAUSE THE SSO ENTERED A NATURAL DRAINAGE WAY OR STORM WATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL REPAIR ALL DAMAGE. 14. THE INSPECTION OF THE CONTRACTOR'S WORK BY ANY INDIVIDUAL SHALL IN NO WAY RELIEVE THE INSPECTION OF THE CONTRACTOR'S WORK BY ANY INDIVIDUAL SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND/OR SPECIFICATIONS. IF THE ENGINEER OF RECORD OR OTHER FAIL TO POINT OUT A DEFECT, DEFICIENCY OR ERROR IN THE WORK FROM LACK OF DISCOVERY OR FOR ANY OTHER REASON, IT SHALL IN NO WAY PREVENT LATER REJECTION OR RELIEVE THE CONTRACTOR OF PERFORMING CORRECTIONS TO THE UNSATISFACTORY WORK WHEN DISCOVERED. THE CONTRACTOR SHALL NOT FILE A CLAIM FOR LOSSES SUFFERED DUE TO ANY NECESSARY REMOVALS OR REPAIRS RESULTING FROM THE UNSATISFACTORY WORK. 15. THE CONTRACTOR SHALL COMPLY WITH APPLICABLE OCCUPATIONAL SAFETY AND HEALTH THE CONTRACTOR SHALL COMPLY WITH APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AT ALL TIMES AND PCRWRD MANHOLE ENTRY GUIDELINES. 16. ALL ROUGH GRADING, INCLUDING FILL, SHALL BE COMPLETED PRIOR TO THE INSTALLATION OF ALL ROUGH GRADING, INCLUDING FILL, SHALL BE COMPLETED PRIOR TO THE INSTALLATION OF SANITARY SEWERS TO A MINIMUM OF 4 FEET OVER THE TOP OF THE SEWER PIPE AND COMPACTION AS INDICATED ON THE PLANS OR AS OTHERWISE DIRECTED BY PCRWRD. BEDDING, SHADING, AND TRENCH BACKFILL COMPACTION SHALL BE IN ACCORDANCE WITH DETAILS NOS. RWRD-104 AND RWRD-105, OR AS SHOWN ON THE PLANS. SANITARY SEWER CONSTRUCTION SHALL START AT THE LOWEST DOWNSTREAM POINT AND PROGRESS UPSTREAM, REGARDLESS OF THE STATIONING SHOWN ON THE PLANS. 17. THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL COMPLY WITH A.A.C. R18-5-502 AND S.D. RWRD-108. 18. NEW SEWER FACILITIES MUST BE TESTED, INSPECTED AND AUTHORIZED FOR DISCHARGE PRIOR NEW SEWER FACILITIES MUST BE TESTED, INSPECTED AND AUTHORIZED FOR DISCHARGE PRIOR TO DISCHARGING INTO THE EXISTING SANITARY SEWER. 19. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SANITARY SEWER MANHOLE STRUCTURES AT ALL CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SANITARY SEWER MANHOLE STRUCTURES AT ALL TIMES. 20. ALL STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES SHALL BE INSTALLED SO ALL STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES SHALL BE INSTALLED SO AS TO PREVENT ALL STORM WATER, CONSTRUCTION WATER, FUELS, CHEMICALS, OR LIQUIDS TO BE DIRECTED INTO OR ONTO ANY SANITARY SEWER FACILITIES. PROTECTION OF SANITARY SEWER FACILITIES SHALL BE A PART OF THE APPROVED CONSTRUCTION SWPPP AND BEST MANAGEMENT PRACTICES. PROTECTION DEVICES SHALL BE INSTALLED AND MAINTAINED AROUND ALL POTENTIALLY AFFECTED SANITARY SEWER FACILITIES WITHIN THE PROJECT LIMITS. ADDITIONAL MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE USE OF RAIN STOPPERS AND MANHOLE COVERS. 21. ALL PROJECT ACTIVITIES MUST BE KEPT WITHIN THE PROJECT AREAS. A CAUTION MUST BE ALL PROJECT ACTIVITIES MUST BE KEPT WITHIN THE PROJECT AREAS. A CAUTION MUST BE NOTED CONCERNING HUMAN BURIALS. ARCHAEOLOGICAL CLEARANCE RECOMMENDATIONS DO NOT EXEMPT THE DEVELOPMENT FROM COMPLIANCE WITH STATE BURIAL PROTECTION LAWS. IN THE EVENT THAT HUMAN REMAINS, INCLUDING HUMAN SKELETAL REMAINS, CREMATIONS, AND/OR CEREMONIAL OBJECTS AND FUNERARY OBJECTS ARE FOUND DURING EXCAVATION OR CONSTRUCTION, GROUND DISTURBING ACTIVITIES MUST CEASE IN THE IMMEDIATE VICINITY OF THE DISCOVERY. STATE LAWS ARS 41-865 AND ARS 41-844 REQUIRE THAT THE ARIZONA STATE MUSEUM BE NOTIFIED OF THE DISCOVERY AT (520) 621-4795 SO THAT CULTURAL GROUPS WHO CLAIM CULTURAL OR RELIGIOUS AFFINITY TO THEM CAN MAKE APPROPRIATE ARRANGEMENTS FOR THE REPATRIATION AND REBURIAL OF THE REMAINS. THE HUMAN REMAINS WILL BE REMOVED FROM THE SITE BY A PROFESSIONAL ARCHAEOLOGIST PENDING CONSULTATION AND REVIEW BY THE ARIZONA STATE MUSEUM AND THE CONCERNED CULTURAL GROUPS. 22. SURVEY LAYOUT AND SURVEY CONTROL SHALL BE PERFORMED BY, OR UNDER THE DIRECT SURVEY LAYOUT AND SURVEY CONTROL SHALL BE PERFORMED BY, OR UNDER THE DIRECT SUPERVISION OF, A REGISTERED LAND SURVEYOR (RLS) REGISTERED IN THE STATE OF ARIZONA. 23. THE CONTRACTOR SHALL FURNISH, OPERATE AND MAINTAIN ALL EQUIPMENT AND LABOR THE CONTRACTOR SHALL FURNISH, OPERATE AND MAINTAIN ALL EQUIPMENT AND LABOR NECESSARY TO PROVIDE CONTINUOUS 24 HR/DAY SANITARY SEWER SERVICE TO ALL PARTIES TRIBUTARY TO A LIVE SANITARY SEWER TO WHICH A CONNECTION IS TO BE MADE. 24. WHERE CONNECTIONS TO EXISTING MANHOLES ARE TO BE MADE, THE CONTRACTOR SHALL WHERE CONNECTIONS TO EXISTING MANHOLES ARE TO BE MADE, THE CONTRACTOR SHALL CONSTRUCT NEW INVERTS IN THE EXISTING BASE TO SMOOTHLY DIRECT THE FLOW IN THE PROPER DIRECTION. 25. MANHOLE SURFACES SHALL BE CAULKED, SEALED AND COATED PER PCRWRD EDS 2012, MANHOLE SURFACES SHALL BE CAULKED, SEALED AND COATED PER PCRWRD EDS 2012, SUBSECTION 5.2.16, AND SSDC 2012, SUBSECTION 3.3.3(viii) 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR, OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR, OR REPLACEMENT OF EXISTING IMPROVEMENTS IN THE WORK AREA WHICH HAVE BEEN REMOVED OR DAMAGED DURING THE COURSE DONE TO THE SATISFACTION OF THE ENGINEER AND/OR OWNER AT NO EXPENSE TO THE ENGINEER AND/OR OWNER. 27. THE PROJECT WILL BE CONSTRUCTED AND INSPECTED UNDER THE DIRECT SUPERVISION OF A THE PROJECT WILL BE CONSTRUCTED AND INSPECTED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF ARIZONA. 28. AFTER CONSTRUCTION AND FINAL INSPECTION, A PROFESSIONAL SURVEYOR, REGISTERED IN THE AFTER CONSTRUCTION AND FINAL INSPECTION, A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF ARIZONA, WILL PREPARE "AS-BUILT" PLANS. A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF ARIZONA, WILL PREPARE AN ENGINEER'S CERTIFICATE OF COMPLETION, INCLUDING MANHOLE TESTING, SEWER LINE LEAKAGE TESTING, DEFLECTION TESTING, AND UNIFORM SLOPE TESTING.

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BCSM

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BRASS CAP SURVEY MONUMENT

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BCSM

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BRASS CAP SURVEY MONUMENT

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BM

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BENCHMARK

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CALC

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CALCULATED/COMPUTED POINT

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COMMON AREA

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CIP

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CAST IRON PIPE

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CONC.

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CONCRETE

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DIA.,

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DIAMETER

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DI, DIP

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DUCTILE IRON PIPE

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DOT

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DEPARTMENT OF TRANSPORTATION

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DR.

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DRIVE

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DTL

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DETAIL

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EAST, EASTING

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EEC

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ENGINEERING AND ENVIRONMENTAL CONSULTANTS

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ELEV.

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ELEVATION

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EXIST.

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EXISTING

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FINISHED GRADE

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FL, FLG

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FLANGE

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FORCE MAIN SEWER

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FOUND

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GEODETIC CONTROL POINT

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HORIZ.

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HORIZONTAL

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INC.

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INCORPORATED

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INVERT

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LLC

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LIMITED LIABILITY COMPANY

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LF

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LINEAR FOOT

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LS

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LAND SURVEYOR

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LEFT

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PIMA COUNTY/CITY OF TUCSON

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PUBLIC UTILITY EASEMENT

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PVC

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QUANTITY

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REGISTERED LAND SURVEYOR

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RIGHT

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SOUTH

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SCBP

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SOIL CEMENT BANK PROTECTION

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STANDARD DETAIL

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SEC

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SECTION

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SPECS.

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STD.

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STANDARD

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TOP

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TOP OF PIPE

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TYP.

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TYPICAL

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TUCSON WATER

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VCP

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VITRIFIED CLAY PIPE

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VERT.

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VERTICAL

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WITH

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ABBREVIATIONS

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EXISTING UTILITY NOTE

AutoCAD SHX Text EXISTING UTILITY LOCATIONS, AS SHOWN ON THE PLANS, WERE COMPILED FROM UTILITY COMPANY BASE MAPS, RECORD PLANS AND ABOVE GROUND FEATURES. HOWEVER, UTILITY LOCATIONS ARE NOT TO BE CONSIDERED EXACT OR COMPLETE. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL WITH THE APPROPRIATE ORGANIZATION AND, IF NECESSARY, POTHOLE ANY AND ALL UTILITY LOCATIONS IN QUESTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES "IN-PLACE" UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS.

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LEGEND

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EXISTING CONTOUR (MAJOR)

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EXISTING CONTOUR (MINOR)

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EXISTING SPOT GRADE

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EXISTING GAS - LOCATION APPROXIMATE

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EXISTING SANITARY SEWER MANHOLE

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EXISTING CLEAN-OUT

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EXISTING LIGHT POLE

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EXISTING UTILITY POLE

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EXISTING WATER LINE - LOCATION APPROXIMATE

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EXISTING OVERHEAD UTILITY

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EXISTING FENCE

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EXISTING SEWER - LOCATION APPROXIMATE

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PROPOSED 8" SEWER LINE

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PROPOSED 6" WATER LINE

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