ATTACHMENT_1_DRAWINGS.pdf

PDF 13 MB Posted Jan 27, 2017

Attached to: Pine Ridge Quarters Apartment Building Federal contract opportunity
Solicitation number: 16-161-SOL-00039
Issued by: Department of Health and Human Services Indian Health Service

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ATTACHMENT 1 DRAWINGS

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0001_Amendment_2-24-17.pdf	PDF	Feb 24, 2017
ATTACHMENT_3_-_BONDS_FORMS_.pdf	PDF	Jan 27, 2017
ATTACHMENT_5_Photos_of_Site.pdf	PDF	Jan 27, 2017
ATTACHMENT_1_SPECS_PR_Apartment.pdf	PDF	Jan 27, 2017
ATTACHMENT_4_-_PRE-PROPOSAL_INQUIRY_FORM.pdf	PDF	Jan 27, 2017
ATTACHMENT_2_-_General_Decision_Numbers.pdf	PDF	Jan 27, 2017
A15_Solicitation-1-27.pdf	PDF	Jan 27, 2017

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NORTH-EAST ELEVATION3 SCALE: 1/8" = 1'-0"

SOUTH-EAST ELEVATION1 SCALE: 1/8" = 1'-0"

SOUTH-WEST ELEVATION4 SCALE: 1/8" = 1'-0"

NORTH-WEST ELEVATION2 SCALE: 1/8" = 1'-0"

EL. 100'-0"

FIN. FLOOR

EL. 109'-1 1/8"

TRUSS BEARING

EL. 108'-11 1/8"

SOFFIT ELEVATION

2' -0

EL. 100'-0"

FIN. FLOOR

EL. 109'-1 1/8"

TRUSS BEARING

EL. 108'-11 1/8"

SOFFIT ELEVATION

2' -0

EL. 100'-0"

FIN. FLOOR

EL. 109'-1 1/8"

TRUSS BEARING

EL. 108'-11 1/8"

SOFFIT ELEV.

2' -0

PROJECT DIRECTORY

ARCHITECT:

STRUCTURAL:

HKG ARCHITECTS, INC.

524 S. ARCH ST., P.O. BOX 55

ABERDEEN, SD 57402-0055

(605) 225-6820

FAX: (605) 225-7770

3330 FIECHTNER DRIVE, SUITE 206

FARGO, NORTH DAKOTA 58103

TELEPHONE (701) 235-5593 FAX (701) 235-5594

CONSULTING STRUCTURAL ENGINEERS

OLIEN

ARSON

TYPICAL SYMBOLS / MATERIALS INDEX TO DRAWINGS

COVER SHEET / EXTERIOR ELEVATIONS1

SHEET CONTENTS

3 ENLARGED PLANS

4 WALL TYPES, WALL SECTIONS & INTERIOR ELEVATIONS

PINE RIDGE STAFF QUARTERS

INDIAN HEALTH SERVICE

PINE RIDGE, SOUTH DAKOTA 57770

EAST HIGHWAY 18

FLOOR PLAN, DETAILS, FURNITURE & ROOM FINISH SCHED.

REFLECTED CEILING PLAN, ROOF PLAN

DOOR & WINDOW SCHEDULE, ELEVATIONS & DETAILS

FOUNDATION PLANS1

ROOF FRAMING PLANS2

SECTIONS & DETAILSS3

OVERALL HVAC VENTILATION PLANM4

ENLARGED WASTE AND VENT PLANSM5

MECHANICAL &

ELECTRICAL:

E3 ENLARGED ELECTRICAL PLAN

OVERALL HYDRONIC PIPING PLANM3

OVERALL WASTE AND VENT PLANM1

MECHANICAL SITE PLANM0

WEST PLAINS ENGINEERING, INC.

4609 S. TECHLINK CIRCLE

SIOUX FALLS, SD 57106

(605) 362-3753www.westplainsengineering.com

4609 SOUTH TECHLINK CIRCLE SIOUX FALLS, SD 57106

PHONE: (605) 362-3753 FAX: (605) 362-3759

RAPID CITY, SD SIOUX FALLS, SD CASPER, WY CEDAR RAPIDS, IA BISMARCK, ND

E2 OVERALL LIGHTING FLOOR PLAN

OVERALL POWER AND SPECIAL SYSTEMS FLOOR PLAN

CIVIL:

OVERALL DOMESTIC PLUMBING PLANM2

E0 ELECTRICAL SITE PLAN

CLARK ENGINEERING

2301 8TH AVE NE, SUITE 125

PO BOX 20

ABERDEEN, SD 57401-0020

(605) 225-3494

FAX: (605) 225-5433

CODE REQUIREMENTS IBC 2015

OCCUPANCY TYPE: R-2

OCCUPANCY SEPARATION REQUIREMENTS: NONE

CONSTRUCTION TYPE: VB

ALLOWABLE BUILDING AREA: R-2 28,000 S.F./FLOOR

ALLOWABLE AREA: R-2/S-1 28,000 S.F. ALLOWED

ACTUAL AREA PROPOSED: 19,728 S.F.

NUMBER OF FLOORS: ONE (1)

BASIC ALLOWABLE BUILDING HEIGHT/FLOOR AREA:

OCCUPANCY TYPE: R-2

CONSTRUCTION TYPE: VB

BASIC ALLOWABLE HEIGHT: 3 STORIES, 60'-0"

ACTUAL HEIGHT PROPOSED: 22'-10"

EXTERIOR WALL & OPENING PROTECTION:

FIRE RATING OF EXTERIOR WALL: 0 HOUR COMPLIES

FIRE RATING OF NON BEARING EXTERIOR WALL: 0 HOUR COMPLIES

FIRE RATING OF OPENINGS: 0 HOUR COMPLIES

ALLOWABLE OPENING % NO LIMIT COMPLIES

SUMMARY OF ALLOWABLE HEIGHT, AREA, & CONSTRUCTION TYPE:

ALLOWABLE HEIGHT: 60'-0"

ALLOWABLE AREA: 28,000 S.F.

ACTUAL AREA: 19,728 S.F.

CONSTRUCTION TYPE: VB

AREA SEPARATION REQUIRED: NONE

BUILDING PERIMETER DISTANCE: 933'-4"

FIRE RESISTIVE REQUIREMENTS:

STRUCTURAL FRAME: 0 HOUR COMPLIES

EXTERIOR BEARING WALLS: 0 HOUR COMPLIES

INTERIOR BEARING WALLS: 0 HOUR COMPLIES

EXTERIOR NON BEARING WALLS: 0 HOUR COMPLIES

PARTITIONS - PERMANENT: 0 HOUR COMPLIES

FLOORS: 0 HOUR COMPLIES

SHAFT ENCLOSURES: 0 HOUR COMPLIES

ROOF: 0 HOUR COMPLIES

EXTERIOR DOORS & WINDOWS: 0 HOUR COMPLIES

STAIRWAY CONSTRUCTION: 0 HOUR COMPLIES

CORRIDORS: 30 MINUTE COMPLIES

MECHANICAL EQUIPMENT ROOM: 0 HOUR COMPLIES

FIRE DAMPERS: 0 EXTERIOR COMPLIES

GLAZING: 0 INTERIOR COMPLIES

AUTOMATIC FIRE SPRINKLER PROVIDED THROUGHOUT

EXIST ACCESS TRAVEL DISTANCE: 325'-0"

ACTUAL ACCESS TRAVEL DISTANCE: 132'-9"

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE 125'-0"

ACCESSIBLE PARKING SPACES REQUIRED ONE (1)

ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS REQUIRED WITHOUT ROLL-IN SHOWERS ONE (1)

E5 ELECTRICAL SCHEDULES

E4 ELECTRICAL DETAILS

ENLARGED DOMESTIC PLUMBING PLANM6

ENLARGED HVAC VENTILATION PLANM7

MECHANICAL SYMBOLS AND DETAILSM8

MECHANICAL SCHEDULESM9

C1 EXISTING SITE TOPOGRAPHY

C2 PLAN NOTES & TYPICAL DETAILS

C3 SITE LAYOUT & PAVEMENT JOINT LAYOUT

C4 SITE UTILITIES & SEWER/WATER PLAN & PROFILES

C5 SITE PLAN AND PROFILES

C6 STAKING INFORMATION & PAVEMENT ELEVATIONS

C7 RETENTION POND LAYOUT & DETAILS

C8 EROSION CONTROL PLAN & SWPPP

DOWNSPOUT LOCATIONS, PROVIDE SPLASH BLOCK

SEE STRUCTURAL FOR FOOTINGS, FOUNDATIONS AND

STOOPS

KEYED NOTES

1 1 1 1 1 1 1

1111111

1 1 1 1 1 1 1 1 1

HKG Architects, Inc. Aberdeen, S.D.

CERT. NO.

REVISED DATE

CHECKED BY ____

DATE

12 -30 -16

PROJECT NO.

OF -6

TRACED BY ____

DRAWN BY ____

Plans for:

2016-0009

PINE RIDGE STAFF QUARTERS

INDIAN HEALTH SERVICE

EAST HIGHWAY 18

PINE RIDGE, SD 57770

DDDEXTERIOR ELEVATIONS 1

hkg.todd

DM 12-30-16

Gas-Existing Overhead Power-Existing

Sanitary Sewer-Existing Silt Fencing

Overhead Telephone-Existing Overhead Television-Existing

Underground Cable Television-Existing

Storm Sewer-Existing Reinforced Concrete Pipe-Proposed

Stop Sign

Fiber Optic

Underground Telephone-Existing Underground Power-Existing

Water-Existing

Fence Chain Link-Existing Fence Wooden-Existing

Sprinkler Head Street Light Street Sign

Double Post Sign Telephone Pedestal Television/Cable Pedestal Power Box Power Pedestal Power Pole Power Pole w/Light Guy Pole Guy Wire

Fiber Optic Pedestal

Single Post Sign

Flag Pole

Tree-Deciduous

Light Pole

Tree-Coniferous

Control Point

Bush Rebar w/Plastic Cap

Sanitary Sewer Cleanout Sanitary Sewer Manhole

Storm Sewer Manhole Drop Inlet Water Valve Water Curb Stop Fire Hydrant 2 Fire Hydrant 3

Irrigation System-Existing

LINETYPES & SYMBOLS

STOP

Concrete Surfacing Existing Asphalt Surfacing Proposed New Asphalt Proposed PCC Pavement

Proposed Construction Limits Proposed Contour Lines Proposed Water Service Proposed Sanitary Service

SW Sidewalk TC Top of Curb TS Top of Surfacing GT Gutter G Proposed Ground

STOP

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

EXISTING SITE TOPOGRAPHY

Existing Site C1 HKG Architects, Inc. Aberdeen, S.D.

Plans for:

2016-0009

MJN

Clark Engineering : A16101.001

INDEX OF CIVIL SHEETS

C1 - EXISTING SITE TOPOGRAPHY / ESTIMATE OF QUANTITIES

C2 - PLAN NOTES & TYPICAL DETAILS

C3 - SITE LAYOUT & PAVEMENT JOINT LAYOUT

C4 - SITE UTILITIES & SEWER/WATER PLAN & PROFILES

C5 - SITE PLAN AND PROFILES

C6 - STAKING INFORMATION & PAVEMENT ELEVATIONS

C7 - RETENTION POND LAYOUT & DETAILS

C8 - EROSION CONTROL PLAN & SWPPP

ESTIMATE OF QUANTITIES SCHEDULE "B"

NO. ITEM

QUANTITY

UNIT

1 REMOVE TREES 2 EA

2 REMOVE 6" APPROACH CONCRETE 168 SF

3 SAW CUT CONCRETE PAVEMENT 64 LF

4 REMOVE 4" SIDEWALK 100 SY

5 REMOVE INPLACE PCC PAVEMENT 89 SY

6 SILT FENCE 520 LF

7 F&I EROSION CONTROL BLANKET 1743 SY

STRIP & STOCKPILE TOPSOIL (4")

1280 CY

9 UNCLASSIFIED EXCAVATION & EMBANKMENT 2630 CY

10 F&I 4" GRAVITY SEWER 70 LF

11 F&I 4"x45° BEND 8 EA

12 F&I 4" RV SERVICE RISER ASSEMBLY 4 EA

13 F&I 6" GRAVITY SEWER 164 LF

14 F&I 6"x4" SERVICE WYE 4 EA

15 F&I 6" CLEAN OUT ASSEMBLY 1 EA

16 F&I 8" GRAVITY SEWER BY HDD 218 LF

17 F&I 8" GRAVITY SEWER 126 LF

18 F&I 8"x6" SERVICE WYE 1 EA

19 F&I 48" SANITARY SEWER MANHOLES 2 EA

20 CONNECTION TO EXISTING SANITARY SEWER 1 EA

F&I 6" PVC WATER MAIN (Class 200 psi)

254 LF

F&I 6" PVC WATER MAIN by HDD

208 LF

23 F&I FIRE HYDRANT 1 EA

24 F&I 6" GATE VALVE & BOX 2 EA

25 F&I 6" POST INDICATING VALVE 1 EA

CONNECTION TO WATER MAIN (INCLUDE COUPLINGS)

1 EA

27 F&I 6"x6"x6" TEE 2 EA

28 F&I 6"x90° WATER MAIN BEND 1 EA

29 F&I 6"x3" SERVICE SADDLE AND CORPORATION STOP 1 EA

30 F&I 3" PVC DOMESTIC WATER SERVICE 71 LF

31 F&I 3" CURB STOP AND BOX 1 EA

32 F&I 2" WATER SERVICE LINE FOR RV PARKING 167 LF

F&I 2" CURB STOP & BOX (RV PARKING)

5 EA

34 3/4" FREEZELESS YARD HYDRANT FOR RV CONNECTION 4 EA

35 F&I 12" CLASS 150 STORM SEWER 28 LF

36 F&I STORM WATER HEADWALL 1 EA

37 F&I POND OVERFLOW WIER 304 SF

PLACE TOPSOIL (6")

706 CY

F&I GRAVEL CUSHION (FOR PAVEMENTS)

1709 TN

40 F&I CURB SIDEWALK 2604 SF

41 F&I 24" CURB & GUTTER 821 LF

42 F&I FILLET 112 SF

43 F&I VALLEY GUTTER 343 SF

44 F&I DETECTABLE WARNING PANEL 24 SF

F&I SIDEWALK (4")

957 SF

46 F&I 6" REINFORCED PCC PAVEMENT 4408 SY

47 PAVEMENT MARKING AND STRIPING 1 LS

48 HANDICAP PARKING SIGN 2 EA

49 F&I 5' CHAIN LINK FENCE 652 LF

F&I 5' CHAIN LINK FENCE GATE (5')

11 EA

51 F&I 6' CHAIN LINK FENCE W/ PRIVACY LATTICE 45 LF

F&I 6' CHAIN LINK FENCE GATE (7')

2 EA

53 F&I 4" RV SERVICE RISER ASSEMBLY 4 EA

54 SEEDING & FERTILIZING 1.4 AC

55 MULCHING 1.1 AC

F&I LANDSCAPE CURB (GRAY-NON TEXTURE)

716 LF

RUBBER LANDSCAPE MULCH (4" THICK)

1435 SF

F&I ENGINEERED FILL (GRAVEL CUSHION)

11865 TN

59 BUILDING & FOUNDATION EXCAVATION 3315 CY

F&I BOLLARD

4 EA

61 PIPE INSULATION 109 LF

62 STAND UP CURB - TYPE B6 469 LF

Pine Ridge Staff Quarters Indian Health Service East Highway 18 Pine Ridge, South Dakota 57770

12-30-16

HANDICAP RAMP DETAIL

EXPANSION JOINT DETAIL

CONSTRUCTION JOINT

24" CONCRETE CURB & GUTTER

CONCRETE VALLEY GUTTER

SILT FENCING DETAIL

SIDEWALK DETAIL

& STRIPING DETAIL

PAVEMENT MARKING

HANDICAP PARKING SIGN

GENERAL NOTES REGARDING PAVEMENT MARKING

PCC PAVEMENT DETAIL

SAWED CONTRACTION JOINT

SECTION B-B

FILLET SECTION DETAIL

SECTION A-A

CURB SIDEWALK DETAIL

PIPE INSULATION DETAIL

STAND UP CURB - TYPE B DETAIL

LANDSCAPE CURB DETAIL

SALVAGE AND REPLACE TOPSOIL

BEDDING MATERIAL

STORM WATER DISCHARGE

WATER FOR COMPACTION

EXISTING UNDERGROUND UTILITIES

SCOPE OF WORK

SUBMITTAL OF RECORD DRAWINGS (AS-BUILTS):

MAINTENANCE OF WATER SERVICE

STORM WATER CONSTRUCTION PERMIT

PROOF ROLLING SUBGRADE

DEWATERING PERMIT

WASTE

DETECTABLE WARNING PANELS

TRAFFIC CONTROL, CONSTRUCTION SIGNING & GENERAL MAINTENANCE OF TRAFFIC

STAGGING AREA/S

SAWING EXISTING CONCRETE

BUILDING EXCAVATION AND ENGINEERED FILL

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

PLAN NOTES TYPICAL DETAILS

PLAN NOTES AND

DETAILS C2

HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN

2016-0009

Clark Engineering: A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18 Pine Ridge, South Dakota 57770

STOP

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC

Pipe @

0.77%

8" PVC Pipe @ 0.40%

STOP

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC

Pipe @

0.77%

8" PVC Pipe @ 0.40%

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

SITE LAYOUT WITH REMOVALS & DIMENSIONS

Site Layout Pavement Joint Layout C3

HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN

FENCING & PAVEMENT MARKING

PAVMENT JOINT LAYOUT

2016-0009

Clark Engineering : A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18

STOP

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC

Pipe @

0.77%

8" PVC Pipe @ 0.40%

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC Pipe @ 0.40%

TYPICAL TRENCH DETAIL

MANHOLE DETAIL

VALVE SETTING DETAIL

HYDRANT SETTING DETAIL

TYPICAL SEWER CLEANOUT

RV SEWER RISER

YARD HYDRANT SETTING DETAIL

TYPICAL CURB STOP DETAIL

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

SANITARY SEWER AND WATERSITE UTILITIES

Site Utilities Sanitary Sewer and Water

Plan & Profiles C4 HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN

PLAN & PROFILES

2016-0009

Clark Engineering : A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18

STOP

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

SITE PLAN AND PROFILES

Site Plan and Profiles C5 HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN

X-SECTION A-A

X-SECTION B-B

X-SECTION C-C

X-SECTION D-D

X-SECTION E-E

X-SECTION B-B

X-SECTION C-C

X-SECTION D-D

X-SECTION E-E

0+00

2+50

X-SECTION F-F

0+00

2+50

X-SECTION F-F

2016-0009

Clark Engineering : A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18

STOP

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC

Pipe @

0.77%

8" PVC Pipe @ 0.40%

STOP

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC

Pipe @

0.83%

8" PVC

Pipe @

0.77%

8" PVC Pipe @ 0.40%

153 155

164165

170 171

172173

205206

Gas-Existing Overhead Power-Existing

Sanitary Sewer-Existing Silt Fencing

Overhead Telephone-Existing Overhead Television-Existing

Underground Cable Television-Existing

Storm Sewer-Existing Reinforced Concrete Pipe-Proposed

Stop Sign

Fiber Optic

Underground Telephone-Existing Underground Power-Existing

Water-Existing

Fence Chain Link-Existing Fence Wooden-Existing

Sprinkler Head Street Light Street Sign

Double Post Sign Telephone Pedestal Television/Cable Pedestal Power Box Power Pedestal Power Pole Power Pole w/Light Guy Pole Guy Wire

Fiber Optic Pedestal

Single Post Sign

Flag Pole

Tree-Deciduous

Light Pole

Tree-Coniferous

Control Point

Bush Rebar w/Plastic Cap

Sanitary Sewer Cleanout Sanitary Sewer Manhole

Storm Sewer Manhole Drop Inlet Water Valve Water Curb Stop Fire Hydrant 2 Fire Hydrant 3

Irrigation System-Existing

LINETYPES & SYMBOLS

STOP

Concrete Surfacing Existing Asphalt Surfacing Proposed New Asphalt Proposed PCC Pavement

Proposed Construction Limits Proposed Contour Lines Proposed Water Service Proposed Sanitary Service

SW Sidewalk TC Top of Curb TS Top of Surfacing GT Gutter G Proposed Ground

Point Table

Point #

Northing

15,636,781.978

15,636,773.313

15,636,824.645

15,636,805.738

15,636,744.949

15,636,683.017

15,636,667.249

15,636,588.953

15,636,562.526

15,636,600.452

15,636,597.698

15,636,593.954

15,636,619.889

15,636,588.851

15,636,584.856

15,636,589.189

15,636,583.197

15,636,578.865

15,636,550.924

15,636,555.257

15,636,566.520

15,636,551.262

15,636,556.552

15,636,563.484

15,636,567.478

15,636,560.545

15,636,551.880

15,636,547.888

15,636,542.256

15,636,546.250

15,636,471.881

15,636,467.887

15,636,460.955

15,636,464.950

15,636,391.158

15,636,387.164

15,636,381.532

15,636,385.526

15,636,378.594

15,636,374.600

15,636,368.968

15,636,372.962

15,636,577.132

15,636,539.852

15,636,300.137

15,636,337.417

15,636,587.914

15,636,587.499

15,636,527.524

15,636,527.831

15,636,383.798

15,636,365.452

15,636,515.811

15,636,516.123

15,636,544.732

15,636,544.420

15,636,666.988

15,636,532.711

15,636,531.081

15,636,531.348

15,636,523.357

15,636,523.090

15,636,521.715

15,636,325.442

15,636,352.104

15,636,386.773

15,636,380.430

15,636,481.343

15,636,525.584

15,636,544.632

15,636,558.934

15,636,591.423

15,636,708.626

15,636,566.530

15,636,733.100

15,636,736.030

15,636,630.880

15,636,483.555

15,636,448.321

15,636,527.459

15,636,526.882

15,636,301.067

15,636,338.642

15,636,369.870

15,636,338.739

15,636,409.971

15,636,405.240

15,636,480.917

15,636,478.865

15,636,325.175

15,636,310.138

15,636,314.565

15,636,379.913

15,636,376.179

15,636,371.250

15,636,383.550

15,636,396.032

15,636,408.215

15,636,487.652

15,636,574.527

15,636,628.030

15,636,653.589

15,636,688.246

15,636,722.904

15,636,757.562

15,636,768.321

Easting

2,296,590.509

2,296,595.501

2,296,519.756

2,296,555.006

2,296,522.400

2,296,486.575

2,296,495.661

2,296,540.779

2,296,556.007

2,296,621.823

2,296,632.066

2,296,625.568

2,296,594.465

2,296,637.742

2,296,630.810

2,296,628.314

2,296,617.916

2,296,620.413

2,296,571.925

2,296,569.429

2,296,562.938

2,296,562.498

2,296,647.120

2,296,643.126

2,296,650.057

2,296,654.048

2,296,659.045

2,296,652.113

2,296,655.358

2,296,662.290

2,296,705.144

2,296,698.213

2,296,702.207

2,296,709.139

2,296,751.661

2,296,744.729

2,296,747.975

2,296,754.906

2,296,758.900

2,296,751.969

2,296,755.214

2,296,762.146

2,296,621.411

2,296,556.717

2,296,694.851

2,296,759.546

2,296,522.330

2,296,506.353

2,296,507.917

2,296,523.894

2,296,545.856

2,296,512.140

2,296,509.202

2,296,521.198

2,296,520.453

2,296,508.457

2,296,489.775

2,296,493.276

2,296,488.567

2,296,498.814

2,296,499.022

2,296,488.776

2,296,493.563

2,296,498.681

2,296,508.223

2,296,572.281

2,296,581.553

2,296,552.256

2,296,531.955

2,296,533.281

2,296,536.914

2,296,532.242

2,296,498.195

2,296,580.078

2,296,869.139

2,296,854.196

2,296,671.721

2,296,756.781

2,296,695.638

2,296,506.096

2,296,477.904

2,296,803.575

2,296,833.836

2,296,815.864

2,296,504.812

2,296,576.335

2,296,567.524

2,296,540.263

2,296,525.227

2,296,810.804

2,296,789.115

2,296,795.797

2,296,830.935

2,296,827.638

2,296,826.919

2,296,808.559

2,296,830.220

2,296,794.345

2,296,748.570

2,296,698.509

2,296,667.678

2,296,652.950

2,296,632.979

2,296,613.008

2,296,593.037

2,296,586.837

Elevation

3290.31

0.00

3288.40

3287.75

3287.50

3288.35

3288.58

3288.64

0.00

3288.40

3289.12

3289.20

3289.00

3289.40

3289.60

3290.38

3290.18

3288.37

3290.18

3289.66

3289.70

3289.62

3289.50

3289.49

3289.66

3290.00

3289.84

3290.00

3289.84

3290.00

3289.52

3289.36

3289.52

3290.00

3289.84

3290.50

3284.00

3283.50

3287.10

3286.25

3287.10

3285.00

3286.00

3289.21

3289.90

3294.01

0.00

3284.38

3290.50

3290.36

3289.21

3286.00

3285.00

3284.00

0.00

3290.55

3290.65

3291.55

0.00

3291.19

3289.66

0.00

3289.57

3289.27

3288.94

3288.74

3289.24

3289.50

3289.70

3290.00

3290.30

Description

Back of Curb

10' Radius Point

40' Radius Point

Edge of Pavement

Back of Curb

8' Radius Point

Top of Pavement

Sidewalk

Building Corner

Bottom of Pond

Sediment Pool

Center of Berm

OVER FLOW

Center of Berm

Pond Point

Cleanout 1

Manhole 2

Manhole 3

Water Main Point 1

Water Main Point 2

Water Main Point 3

Water Main at Building

INV/PIPE

Back of Curb

Top of Pavement

Pond Point

1.7' Radius Point

Sidewalk

Back of Curb

5' Radius Point

Back of Curb

25' Radius Point

Back of Curb

Back of Curb Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

STAKING INFORMATION PAVEMENT ELEVATIONS

Staking Information Pavement Elevations C6

HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN

CONTROL POINTS

Point No. Northing East Elevation Description

1 15,638,370.869 2,304,172.682 3,291.145 BM OT0883

2 15,638,982.698 2,301,053.587 3,272.612 BM OT0924

3 15,636,339.607 2,296,852.915 3,292.417 CP

4 15,636,946.060 2,296,550.951 3,295.807 CP

100 15,637,088.316 2,296,603.006 3,295.078 X

101 15,635,932.943 2,296,493.988 3,283.713 RBRC 6774

102 15,635,927.109 2,296,221.489 3,277.059 RBR

103 15,635,983.241 2,298,861.009 3,285.727 RBR

104 15,636,029.557 2,296,331.682 3,281.638 RBRC 6014

105 15,636,129.526 2,296,329.010 3,282.134 RBRC 6014

106 15,636,329.465 2,296,323.833 3,281.408 RBRC 6014

2016-0009

Datum Used: NAD83 on UTM 13 North

Clark Engineering : A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18

HEADWALL DETAIL

GATE

POND OUTFLOW STRUCTURE

POND OUTFLOW WIER

A - A

B B

B - B

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

DETENTION PONDDETENTION POND LAYOUT

Retention Pond Layout Retention Pond

Plan & Profiles Details

C7 HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN

PLAN PROFILES & DETAILS

2016-0009

Clark Engineering : A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18

STOP

STA. ??? - ??? ???

Structure - (44)

RIM=3293.88

INV=3282.88 (8" PVC Pipe) NW INV=3282.88 (8" PVC Pipe) SE INV=3282.78 (8" PVC Pipe) NE

8" PVC

Pipe @

0.77%

8" PVC Pipe @ 0.40%

Clark Engineering Corporation

2301 8th Ave NE, Suite 125

Aberdeen, SD 57401

(605) 225-3494 www.clark-eng.com

EROSION CONTROL PLAN AND SWPPP

Erosion Control Plan

SWPPP C8

HKG Architects, Inc. Aberdeen, S.D.

Plans for: MJN v Construction Changes (4.4)

When changes are made to the construction project that will require alterations in the temporary erosion controls of the site, the Storm Water

Pollution Prevention Plan (SWPPP) will be amended to provide appropriate protection to disturbed areas, all storm water structures, and adjacent waters. The Project Engineer will modify the SWPPP plan (DOT 298) and drawings to reflect the needed changes. Copies of changes will be routed per DOT 298. Copies of forms and the SWPPP will be retained in a designated place for review over the course of the project.

v CERTIFICATIONS

Ø Certification of Compliance with Federal, State, and Local

Regulations

The Storm Water Pollution Prevention Plan (SWPPP) for this project reflects the requirements of all local municipal jurisdictions for storm water management and sediment and erosion control as established by ordinance, as well as other state and federal requirements for sediment and erosion control plans, permits, notices or documentation as appropriate.

Ø Prime Contractor

This section is to be executed by the General Contractor after the award of the contract. This section may be executed any time there is a change in the Prime Contractor of the project.

I certify under penalty of law that this document and all attachments will be revised or maintained under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Authorized Signature v CONTACT INFORMATION

Ø Contractor Information:

§ Prime Contractor Name:

§ Contractor Contact Name:

§ Address:

§ City: State: Zip:

§ Office Phone: Field:

§ Cell Phone: Fax:

Ø Erosion Control Supervisor

§ Name:

§ Address:

§ City: State: Zip:

§ Office Phone: Field:

§ Cell Phone: Fax:

Ø Project Engineer

Ø Name: Clark Engineering Corp.

§ Business Address: 2301 8th Ave NE Suite 125, Aberdeen SD

§ Job Office Location: N/A

§ City: Aberdeen State: SD Zip: 57401

§ Office Phone: 605-225-3494

§ Cell Phone: Fax:605-225-5433

Ø SD DENR Contact Spill Reporting

§ Business Hours Monday-Friday (605) 773-3296

§ Nights and Weekends (605) 773-3231

Ø SD DENR Contact for Hazardous Materials

§ (605) 773-3153

Ø National Response Center Hotline

§ (800) 424-8802

3.7.

STORM WATER POLLUTION PREVENTION PLAN CHECKLIST

(The numbers right of the title headings are reference numbers to the

GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED

WITH CONSTRUCTION ACTIVITIES

v SITE DESCRIPTION (4.2 1)

Ø Project Limits: See Title Sheet (4.2 1.b)

Ø Project Description: See Title Sheet (4.2 1.a.)

Ø Site Map(s): See Title Sheet and Plans (4.2 1.f. (1)-(6))

Ø Major Soil Disturbing Activities (check all that apply)

§ þ Stripping and stockpiling topsoil

§ þ Excavation/borrow

§ þ Grading and shaping

§ o Filling

§ þ Cutting and filling

§ o Other (describe):

Ø Total Project Area 3.6± Acres (4.2 1.b.)

Ø Total Area To Be Disturbed 3.45± Acres (4.2 1.b.)

Ø Existing Vegetative Cover (%) 89%

Ø Soil Properties: Predominantly Topsoil overlaying Lean Clay (4.2 1. d.)

Ø Name of Receiving Water Body/Bodies: South Fork Snake Creek

(4.2 1.e.)

v ORDER OF CONSTRUCTION ACTIVITIES (4.2 1.c.)

(Stabilization measures shall be initiated as soon as possible, but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Initiation of final or temporary stabilization may exceed the 14-day limit if earth disturbing activities will be resumed within 21 days.)

Ø Strip and stockpile topsoil.

Ø Install utilities and site grading.

Ø Install erosion control wattles.

Ø Final grading and shaping.

Ø Place topsoil on disturbed areas.

Ø Reseed all disturbed areas. (Contractor)

Ø Install erosion control blanket. (Contractor)

Ø Wattles and other erosion measures will be removed by owner after vegetation is established.

v EROSION AND SEDIMENT CONTROLS (4.2 2.a.(1)(a)-(f))

(Check all that apply)

Ø Stabilization Practices (See Detail Plan Sheets)

§ þ Temporary Seeding (Cover Crop Seeding)

§ þ Permanent Seeding

§ þ Sodding

§ o Planting (Woody Vegetation for Soil Stabilization)

§ o Mulching (Grass Hay or Straw)

§ o Hydraulic Mulch (Wood Fiber Mulch)

§ o Soil Stabilizer

§ o Bonded Fiber Matrix

§ o Erosion Control Blankets or Mats

§ o Vegetation Buffer Strips

§ o Roughened Surface (e.g. tracking)

§ o Dust Control

§ o Other

Ø Structural Temporary Erosion and Sediment Controls

§ þ Silt Fence

§ o Floating Silt Curtain

§ o Straw Bale Check

§ o Temporary Berm

§ o Temporary Slope Drain

§ o Straw Wattles or Rolls

§ o Turf Reinforcement Mat

§ þ Rip Rap

§ o Gabions

§ o Rock Check Dams

§ o Sediment Traps/Basins

§ þ Inlet Protection

§ o Outlet Protection

§ o Surface Inlet Protection (Area Drain)

§ o Curb Inlet Protection

§ o Stabilized Construction Entrances

§ o Entrance/Exit Equipment Tire Wash

§ o Interceptor Ditch

§ o Concrete Washout Area

§ o Temporary Diversion Channel

§ o Work Platform

§ o Temporary Water Barrier

§ o Temporary Water Crossing

§ þ Other

Ø Wetland Avoidance

Will construction and/or erosion and sediment controls impinge on regulated wetlands? Yes o No þ If yes, the structural and erosion and sediment controls have been included in the total project wetland impacts and have been included in the 404 permit process with the

USACE.

Ø Storm Water Management (4.2 2.b., (1) and (2))

Storm water management will be handled by temporary controls outlined in “EROSION AND SEDIMENT CONTROLS” above, and any permanent controls needed to meet permanent storm water management needs in the post construction period. Permanent controls will be shown on the plans and noted as permanent.

Ø Other Storm Water Controls (4.2 2.c., (1) and (2))

§ Waste Disposal

All liquid waste materials will be collected and stored in sealed metal containers approved by the project engineer. All trash and construction debris from the site will be deposited in the approved containers. Containers will be serviced as necessary, and the trash will be hauled to an approved disposal site or licensed landfill. All onsite personnel will be instructed in the proper procedures for waste disposal, and notices stating proper practices will be posted in the field office. The general contractor's representative responsible for the conduct of work on the site will be responsible for seeing waste disposal procedures are followed.

§ Hazardous Waste

All hazardous waste materials will be disposed of in a manner specified by local or state regulations or by the manufacturer. Site personnel will be instructed in these practices, and the individual designated as the contractor's on-site representative will be responsible for seeing that these practices are followed.

§ Sanitary Waste

Portable sanitary facilities will be provided on all construction sites.

Sanitary waste will be collected from the portable units in a timely manner by a licensed waste management contractor or as required by any local regulations.

LANDSCAPE MULCH

. Mulch shall meet the following minimum standards:

· Landscape mulch shall be made from 100% recycled rubber designed for commercial landscaping applications

· Provides a soft surface

· Creates a pliable and resilient surface

· 99.9% wire free

· Exceeds standards set by the U. S. Consumer Product Safety Commission

· Made from non-toxic, environmentally-friendly materials approved by the EPA.

· Inhibits growth of molds and fungi

· Minimum available standard colors Earthtone, Redwood, and Forest Green. Color choice by owner.

*Installation Guidelines

· The ground area where the playground will lie shall be in locations that will not hold water, or have slight grade to allow for proper drainage.

· Heavy duty weed fabric shall be installed under rubber Mulch to separate the mulch from subgrade. Depending on the size of the landscape, it is recommended to use large rolls of weed fabric to minimize the number seams. Longitudinal and Traverse seams shall be lapped 2'.

· Use landscape stakes or staples to stake down weed fabric seams and corners.

Make sure the stakes are completely hammered down. The fabric shall be staked (stapled) a minimum of 2' along seams and in a 2' grid.

· Rubber landscape mulch shall be placed 4” thick.

v Spill Prevention (4.2 2.c.(2))

Ø Material Management

§ Housekeeping

· Only needed products will be stored on-site by the contractor.

· Except for bulk materials the contractor will store all materials under cover and in appropriate containers.

· Products must be stored in original containers and labeled.

· Material mixing will be conducted in accordance with the manufacturer's recommendations.

· When possible, all products will be completely used before properly disposing of the container off site.

· The manufacturer's directions for disposal of materials and containers will be followed.

· The contractor's site superintendent will inspect materials storage areas regularly to ensure proper use and disposal.

· Dust generated will be controlled in an environmentally safe manner.

· Vegetation areas not essential to the construction project will be preserved and maintained as noted on the plans.

§ Hazardous Materials

· Products will be kept in original containers unless the container is not resealable.

· Original labels and material safety data sheets will be retained in a safe place to relay important product information.

· If surplus product must be disposed of, manufacturer's label directions for disposal will be followed.

· Maintenance and repair of all equipment and vehicles involving oil changes, hydraulic system drain down, de-greasing operations, fuel tank drain down and removal, and other activities which may result in the accidental release of contaminants will be conducted on an impervious surface and under cover during wet weather to prevent the release of contaminants onto the ground.

· Wheel wash water will be collected and allowed to settle out suspended solids prior to discharge. Wheel wash water will not be discharged directly into any storm water system or storm water treatment system.

· Potential pH-modifying materials such as: bulk cement, cement kiln dust, fly ash, new concrete washings, concrete pumping, and mixer washout waters will be collected on site and managed to prevent contamination of storm water runoff.

Ø Product Specific Practices (6.8)

§ Petroleum Products

All on-site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled.

§ Fertilizers

Fertilizers will be applied only in the amounts specified by the

Engineer. Once applied, fertilizers will be worked into the soil to limit the exposure to storm water. Fertilizers will be stored in an enclosed area. The contents of partially used fertilizer bags will be transferred to sealable containers to avoid spills.

§ Paints

All containers will be tightly sealed and stored when not required for use. The excess will be disposed of according to the manufacturer's instructions and any applicable state and local regulations.

§ Concrete Trucks

Contractors will provide designated truck washout areas on the site.

These areas must be self contained and not connected to any storm water outlet of the site. Upon completion of construction washout areas will be properly stabilized.

Ø Spill Control Practices (4.2 2 c.(2))

In addition to the previous housekeeping and management practices, the following practices will be followed for spill prevention and cleanup if needed.

§ For all hazardous materials stored on site, the manufacturer's recommended methods for spill clean up will be clearly posted. Site personnel will be made aware of the procedures and the locations of the information and cleanup supplies.

§ Appropriate cleanup materials and equipment will be maintained by the contractor in the materials storage area on-site. As appropriate, equipment and materials may include items such as brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for clean up purposes.

§ All spills will be cleaned immediately after discovery and the materials disposed of properly.

§ The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance.

§ After a spill a report will be prepared describing the spill, what caused it, and the cleanup measures taken. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring, as well as clean up instructions in the event of reoccurrences.

§ The contractor's site superintendent, responsible for day-to-day operations, will be the spill prevention and cleanup coordinator. The contractor is responsible for ensuring that the site superintendent has had appropriate training for hazardous materials handling, spill management, and cleanup.

Ø Spill Response (4.2 2 c.(2))

The primary objective in responding to a spill is to quickly contain the material(s) and prevent or minimize migration into storm water runoff and conveyance systems. If the release has impacted on-site storm water, it is critical to contain the released materials on-site and prevent their release into receiving waters. If a spill of pollutants threatens storm water or surface water at the site, the spill response procedures outlined below must be implemented in a timely manner to prevent the release of pollutants.

§ The contractor's site superintendent will be notified immediately when a spill or the threat of a spill is observed. The superintendent will assess the situation and determine the appropriate response.

§ If spills represent an imminent threat of escaping erosion and sediment controls and entering receiving waters, personnel will be directed to respond immediately to contain the release and notify the superintendent after the situation has been stabilized.

§ Spill kits containing appropriate materials and equipment for spill response and cleanup will be maintained by the contractor at the site.

§ If oil sheen is observed on surface water (e.g. settling ponds, detention ponds, swales), action will be taken immediately to remove the material causing the sheen. The contractor will use appropriate materials to contain and absorb the spill. The source of the oil sheen will also be identified and removed or repaired as necessary to prevent further releases.

§ If a spill occurs the superintendent or the superintendent's designee will be responsible for completing the spill reporting form and for reporting the spill to SD DENR.

§ Personnel with primary responsibility for spill response and clean up will receive training by the contractor's site superintendent or designee. The training must include identifying the location of the spill kits and other spill response equipment and the use of spill response materials.

§ Spill response equipment will be inspected and maintained as necessary to replace any materials used in spill response activities.

v Spill Notification

In the event of a spill, the contractor's site superintendent will make the appropriate notification(s), consistent with the following procedures:

Ø A release or spill of a regulated substance (includes petroleum and petroleum products) must be reported to DENR immediately if any one of the following conditions exists:

§ The discharge threatens or is in a position to threaten the waters of the state (surface water or ground water).

§ The discharge causes an immediate danger to human health or safety.

§ The discharge exceeds 25 gallons.

§ The discharge causes a sheen on surface water.

§ The discharge of any substance that exceeds the ground water quality standards of ARSD (Administrative Rules of South Dakota) chapter 74:54:01.

§ The discharge of any substance that exceeds the surface water quality standards of ARSD chapter 74:54:01.

§ The discharge of any substance that harms or threatens to harm wildlife or aquatic life.

§ The discharge of crude oil in field activities under SDCL (South

Dakota Codified Laws) chapter 45-9 is greater than 1 barrel (42 gallons).

To report a release or spill, call DENR at 605-773-3296 during regular office hours (8 a.m. to 5 p.m. Central time). To report the release after hours, on weekends or holidays, call State Radio Communications at 605-773-3231.

Reporting the release to DENR does not meet any obligation for reporting to other state, local, or federal agencies.

Therefore, the responsible person must also contact local authorities to determine the local reporting requirements for releases. DENR recommends that spills also be reported to the National Response Center at (800)

424-8802.

2016-0009 v Maintenance and Inspection (4.2 3. and 4.2 4.)

Ø Maintenance and Inspection Practices

§ Inspections will be conducted at least one time per week and after a storm event of 0.50 inches or greater.

§ All controls will be maintained in good working order. Necessary repairs will be initiated within 24 hours of the site inspection report.

§ Wattles will be inspected for depth of sediment and for tears in order to ensure the fabric is securely attached to the posts and that the posts are well anchored. Sediment buildup will be removed from the silt fence when it reaches 1/3 of the height of the silt fence.

§ Sediment basins and traps will be checked. Sediment will be removed when depth reaches approximately 50 percent of the structure's capacity, and at the conclusion of the construction.

§ Check dams will be inspected for stability. Sediment will be removed when depth reaches ½ the height of the dam.

§ All seeded areas will be checked for bare spots, washouts, and vigorous growth free of significant weed infestations.

§ The contractor's site superintendent is responsible for inspections and maintenance reports. Maintenance and repair activities are the responsibility of the contractor. The Owner or Owner's Representative will make any necessary amendments to the SWPPP during construction.

v Non-Storm Water Discharges (3.0)

The following non-storm water discharges are anticipated during the course of this project (check all that apply).

Ø þ Discharges from water line flushing.

Ø þ Pavement wash-water, where no spills or leaks of toxic or hazardous materials have occurred.

Ø þ Uncontaminated ground water associated with dewatering activities.

v Materials Inventory (4.2. 2.c.(2))

The following materials or substances are expected to be present on the site during the construction period. These materials will be handled as noted under the headings “EROSION AND SEDIMENT CONTROLS” and

“SPILL PREVENTION” (check all that apply).

Ø þ Concrete and Portland Cement

Ø o Detergents

Ø þ Paints

Ø o Metals

Ø þ Bituminous Materials

Ø þ Petroleum Based Products

Ø o Cleaning Solvents

Ø o Wood

Ø o Cure

Ø o Texture

Ø þ Chemical Fertilizer o Other

Clark Engineering : A16101.001

Pine Ridge Staff Quarters Indian Health Service East Highway 18

ERV

FD FDFD FDFDFD FD

F.E.

ERV

HPHP

ERV

HPHP

ERV

HPHP

ERV

OVERALL FLOOR PLAN1 SCALE: 1/8" = 1'-0"

276'-8"

16'-8" 10'-8" 9'-4" 6'-8" 1'-4"

8'-0" 24'-0" 8'-0" 1'-4"

8'-0" 24'-0" 8'-0" 27'-4" 8'-0" 24'-0" 8'-0" 1'-4"

8'-0" 24'-0" 8'-0" 1'-4"

10'-0" 1'-4"

10'-0" 4'-8" 2'-0"

3'-4"

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

4'-4"3'-4"

4" 8"

5'-4"

2'-0"

4'-0" 4'-8" 20'-8"2'-8"6'-4"5'-4" 4'-8" 4'-8"4'-8"4'-8"5'-4" 4'-8" 4'-8"4'-8"4'-8"5'-4" 4'-8" 4'-8"4'-8"4'-8"5'-4" 4'-8" 4'-8"4'-8"4'-8" 10'-4" 6'-6" 10'-6"

20'-8" L

C 20'-8" L

C 20'-8" 20'-8" 26'-0" 20'-8"20'-8"20'-8"20'-8" L

28'-0" L

'-8

-8

4' -8

-0

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-4

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-4

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6' -0

5'-4"

8" 3'-4" 1'-4"

2'-0"

2' -0

4' -0

-8

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276'-8"

23'-0"

4'-8"

7'-4"29'-0"7'-4"20'-8"7'-4"20'-8"7'-4"20'-8"7'-4"20'-8"7'-4"20'-8"7'-4"20'-8"7'-4"14'-8"10'-8"16'-8"

4'-8"10'-4"4'-8"4'-8"11'-4"4'-8"4'-8"11'-4"4'-8"4'-8"11'-4"4'-8"4'-8"11'-4"4'-8"4'-8"11'-4"4'-8"4'-8"11'-4"4'-8"4'-8"8'-0"4'-8" 2'-0"

10'-0" 4'-8" 2'-0"

3'- 4"

1'-4" 4'-8"

1'-4"

5' -4

28'-0" L

C28'-0" L

C35'-10" 28'-0" L

C 16'-10"

'-5

1 2"

6' -5

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1'-4" 4'-8"

1'-4" 1'-4" 4'-8"

1'-4"

UNIT

ACCESSIBLE

ROOM

LAUNDRY

CLOS.

SHOWER

WOMENS

MENS

CLOS.

SHOWER

MENS

CORRIDOR

VESTIBULE

UNIT

EFFICIENCY

UNIT

EFFICIENCY

UNIT

EFFICIENCY

UNIT

EFFICIENCY

UNIT

EFFICIENCY

UNIT

EFFICIENCY

UNIT

EFFICIENCY

UNIT

EFFICIENCY

MECH. RM.

STORAGE

UTILITY

CLEAN

UTIL.

SOILED

CORRIDOR

VESTIBULE

UNIT

TWO BEDROOM

UNIT

TWO BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

UNIT

ONE BEDROOM

1'-0"

4 5

1A 1B 1A 1B

1A 1B

1D 1D

W1 W1

W1W1W1W1W1W1W1W1W1W1W1

LAUNDRY

CORRIDOR

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CORRIDOR

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WOMENS TOILET

CORRIDOR

CLEAN UTILITY

SOILED UTILITY

130 CLOSET

FLOORNAMENO. REMARKS

CEILING

PAINTERS FINISH

WALLS

CEILINGWALLS CLG. HEIGHT

ROOM FINISH SCHEDULE

BASE

CLOSET133

LAUNDRY

HALL

HALL CLOSET

BEDROOM

STORAGE

BATHROOM

DINING

LIVING ROOM

LIVING RM. CLOSET

9'-0 1/2"

* ENAMEL* ENAMEL GYP. BD.

CERAMIC TILE

VINYL

C.T. / GYP. BD.

C.T. & GYP. BD.

VINYL

* WD. TRIM

VINYL

* ENAMEL

VINYL

CERAMIC TILE

* ENAMEL

* WD. TRIM

WOMENS SHOWER

* ENAMEL

* ENAMEL* WD. TRIM

MENS SHOWER

* ENAMEL

VINYL

CERAMIC TILE

* WD. TRIM * ENAMEL

* WD. TRIM

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* ENAMEL

LAUNDRY

C O

M M

O N S

N C

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. UTILITY ROOM * ENAMELVINYL

* ENAMEL

FLOORNAMENO. REMARKS

CEILING

PAINTERS FINISH

WALLS

CEILINGWALLS CLG. HEIGHT

ROOM FINISH SCHEDULE - CONTINUED

BASE

VINYL

* WD. TRIM

VINYL

* WD. TRIM

R M

A C

DINING

LAUNDRY

BEDROOM ONE

KITCHEN

VANITY

LIVING ROOM

BATHROOM

UTILITY ROOM

DINING CLOSET

BATHROOM

WALK-IN CLOSET

BEDROOM TW0

CLOSET

DINING

BATHROOM

BATHROOM LINEN

KITCHEN

BEDROOM

LIVING ROOM

LAUNDRY

UTILITY ROOM

CLOSET

PANTRY

VINYL

* WD. TRIM

R M

KITCHEN

BATH CLOSET

BATHROOM

LAUNDRY

BEDROOM

DINING

LIVING ROOM

UTILITY ROOM

KITCHEN CLOSET

WALK-IN CLOSET

LUXURY VINYL PLANK

9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

9'-0 1/2"

GYP. BD. 9'-0 1/2"

GYP. BD.

SEALED CONCRETE

* ENAMEL

CARPET

CARPET TILE

COMMERCIAL CARPET

SEALED CONCRETE

CARPET TILE

COMMERCIAL CARPET

CERAMIC TILE

* ENAMEL* ENAMEL

* ENAMEL

* ENAMEL * ENAMEL

* WD. TRIM

CARPET

SEALED CONCRETE

LUXURY VINYL PLANK

CARPET

SEALED CONCRETE

CARPET

SEALED CONCRETE

CARPET

1 2"

'-7

31 2"

'-4

51 2"

CONC. STOOP, SEE STRUCTURAL

SEMI-RECESSED FIRE EXINGUISHER CABINET & F.E.

WRAP REAR, SIDES, TOP AND BOTTOM WITH GYP. BD. TO

MAINTAIN FIRE RATING OF PENETRATED WALL.

SURFACE MOUNT FIRE EXTINGUISHER AND BRACKET.

MOP SINK, SEE MECH. PROVIDE 4'-0" HIGH x 4' WIDE

GLASS BOARD ON WALLS NEXT TO SINK. PROVIDE MOP

HANGER (WITH BLOCKING) ABOVE.

1 HOUR RATED ATTIC ACCESS HATCH ABOVE

SEE EXTERIOR ELEVATIONS FOR DOWNSPOUT AND

SPLASH BLOCK LOCATIONS, TYPICAL

EFFICIENCY APARTMENTS TO HAVE FURNITURE IN

CONTRACT. SEE 2 / 2 FOR ENLARGED TYPICAL

EFFICIENCY UNIT FURNITURE PLAN, (8 UNITS W/

FURNITURE)

KEYED NOTES

LUXURY VINYL PLANK

CARPET

LUXURY VINYL PLANK

196 198

219218

227 230

232 237

255 258

259 260

261 264

127 126

119135

128129

263262

137155

242241

171173

229228

257256 268

CERAMIC TILE

GYP. BD.

* ENAMEL = SEE SPEC FOR PAINT FORMULATIONS AND GRADES

* WOOD TRIM = TALL WOOD BASE TRIM, SEE SPEC.

* ENAMEL = SEE SPEC FOR PAINT FORMULATIONS AND GRADES

* WOOD TRIM = WOOD BASE TRIM, SEE SPEC.

WD. CABS., SOLID SURFACE CTOPS

SEE ELEV FOR TILE EXTENTS

WD. CABS., SOLID SURFACE CTOPS

7 7 7 7 7 7 7 7

TYPICAL EFFICIENCY UNIT FURNITURE PLAN2 SCALE: 1/4" = 1'-0"

LIVING

ROOM

KITCHEN

DINING

BEDROOM

HALL

CLOSET

BATHROOM

LINEN

APARTMENT

UTILITY

ROOM

COVERED

PATIO

H A

S E

4'-4" 3'-4"

6' -0

4'-4"3'-4"

6' -0

4'-4"3'-4"

6' -0

4'-4" 3'-4"

6' -0

4'-4" 3'-4"

6' -0

4'-4" 3'-4"

6' -0

DESCRIPTIONNO.

FURNITURE INDEX

ERV

270271272273274275276277

4 4

END TABLE

RECLINER

SOFA

COUNTER STOOL

TELEVISION ARMOIRE

NIGHT STAND

QUEEN BED, FRAME AND HEADBOARD

CHEST OF DRAWERS

LAMP

10 FLAT PANEL TELEVISION

11 12

DESKTOP LAMP

12 48" X 24" DESK

13 DESK CHAIR

TYPICAL EFFICIENCY UNIT FURNITURE PLAN2 SCALE: 1/4" = 1'-0"

LIVING

ROOM

KITCHEN

DINING

BEDROOM

HALL

CLOSET

BATHROOM

LINEN

APARTMENT

UTILITY

ROOM

COVERED

PATIO

H A

S E

DESCRIPTIONNO.

FURNITURE INDEX

4 4

END TABLE

RECLINER

SOFA

COUNTER STOOL

TELEVISION ARMOIRE

NIGHT STAND

QUEEN BED, FRAME AND HEADBOARD

CHEST OF DRAWERS

LAMP

10 FLAT PANEL TELEVISION

11 12

DESKTOP LAMP

12 48" X 24" DESK

13 DESK CHAIR

HKG Architects, Inc. Aberdeen, S.D.

CERT. NO.

REVISED DATE

CHECKED BY ____

DATE

12 -30 -16

PROJECT NO.

OF -6

TRACED BY ____

DRAWN BY ____

Plans for:

2016-0009

PINE RIDGE STAFF QUARTERS

INDIAN HEALTH SERVICE

EAST HIGHWAY 18

PINE RIDGE, SD 57770

DDDOVERALL FLOOR PLAN,

EFFICIENCY UNIT FURNITURE PLAN

& ROOM FINISH SCHEDULE 2

A. WALL TYPES FOR EXTERIOR WALLS ARE NOTED ON FLOOR PLANS.

B. ALL INTERIOR WALL TYPES WITHIN UNITS ARE TYPE " 3 " UNLESS OTHERWISE NOTED.

C. SEE

" SCALE FLOOR PLANS FOR ALL EXTERIOR DOOR AND WINDOW DIMENSIONS.

D. VERIFY WINDOW TYPES SHOWN ON UNIT PLANS WITH

EXTERIOR ELEVATIONS. (EXTERIOR ELEVATIONS

E. ALL WALLS BEHIND TUBS AND SHOWERS TO HAVE WR GYPSUM BOARD.

G. GYPSUM BOARD BEHIND TUBS ONLY ON CORRIDOR & DEMISING WALLS TO MAINTAIN FIRE

RATING.

H. ALL GYP. BD. BEHIND TILE TO BE WATER RESISTANT.

I. SEE SPEC SECTION 11451 FOR APPLIANCES PROVIDED BY CONTRACTOR.

J. SEE EXTERIOR ELEVATIONS FOR DOWNSPOUT & SPLASHBLOCK LOCATIONS

K. SEE TYPICAL ADA MOUNTING HEIGHT DETAIL ON DRAWING 6 FOR HEIGHTS AND DIMENSIONS

UNLESS NOTED OTHERWISE ON THIS DRAWING.

GENERAL NOTES

CONC. STOOP, SEE STRUCTURAL

A.D.A. COUNTER HEIGHT 34" SEE ELEVATIONS

ROD AND SHELF @ 60" A.F.F.

16" SHELVING, 5 SHELVES, KV STANDARDS @ 30" O.C. MAX SPACING

ROD AND SHELF @ 48" A.F.F.

SEMI-RECESSED FIRE EXINGUISHER CABINET & F.E. WRAP REAR,

SIDES, TOP AND BOTTOM WITH GYP. BD. TO MAINTAIN FIRE RATING

OF PENETRATED WALL.

SURFACE MOUNT FIRE EXTINGUISHER AND BRACKET.

6'-0" x 10'-0" x 4" CONCRETE PATIO SLAB.

ERV

F.E.

TWO BEDROOM APARTMENT1 SCALE: 1/4" = 1'-0"

ACCESSIBLE ONE BEDROOM APARTMENT & R.V. RESTROOMS1 SCALE: 1/4" = 1'-0"

EFFICIENCY APARTMENT1 SCALE: 1/4" = 1'-0"

ONE BEDROOM APARTMENT1 SCALE: 1/4" = 1'-0"

APARTMENT

UTILITY

ROOM

LAUNDRY PANTRY

KITCHEN DINING

ROOM

LIVING

ROOM

BEDROOM

C L

O S

E T

LINEN

BATHROOM

LIVING

ROOM

KITCHEN

DINING

BEDROOM

HALL

C L O

S E

BATHROOM

LINEN

APARTMENT

UTILITY

ROOM

APARTMENT

UTILITY

ROOM

KITCHEN

BEDROOM

LAUNDRY

COVERED

ENTRY

COVERED

PATIO

COVERED

PATIO

WALK-IN

CLOSET

B A

T H

S E

CLOSET

BATHROOM

LIVING

DINING

COVERED

ENTRY

KEYED NOTES

28'-0" L

G W

5' -4

3' -4

1' -4

8" 13'-10" 31 2" 13'-21

2" 8"

8" 6'-11 4" 7'-81

2" 8"

8" 8"

4'-51 4"31

2"2'-11 4"31

2"6'-11 4"31

8'-91 2"31

2"3'-81 2"31

2"2'-11 4"

6'-63 16"

6'-43 4"

4'-3 1

2 "

6'- 63 16

'-4

1 2"

1 2" 51 2"

51 2" 2'

-7 1 4"

6' -4

1 8" 31 2"

6'…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.