Attachment J01a Duplex Employee Housing Site Civil Package.pdf

PDF 32 MB Posted Jun 13, 2024

Attached to: Pine Ridge, Kyle, Wanblee Multiple Duplex Sitework & Foundations Federal contract opportunity
Solicitation number: 75H701-24-R-00039
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Jun 13, 2024

This document is an Attachment J01a Duplex Employee Housing Site Civil Package related to a federal contract opportunity. The associated federal contract opportunity is Solicitation 75H701-24-R-00039 for Multiple Duplex Sitework & Foundations in Pine Ridge, Kyle, and Wanblee, South Dakota, being procured by the Indian Health Service, a civilian agency within the Department of Health and Human Services.

The scope of work includes site preparation, utility installations, foundation and driveway installation, final connections, and garage building for 12 duplexes to be built off-site and delivered to the locations. This is a firm fixed price construction contract with a 730-calendar day period of performance. The anticipated project magnitude is between $5,000,000 and $10,000,000. The solicitation will be procured using Lowest Price Technically Acceptable (LPTA) evaluation criteria, and small businesses with average annual revenue under $45 million are encouraged to respond. Mandatory registration in the System for Award Management (SAM) is required to be considered for award.

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File	Type	Posted
A00001-75H70124R00039 Attachment CHANGES SHOWN.pdf	PDF	Jul 9, 2024
A00001-75H70124R00039.pdf	PDF	Jul 9, 2024
A00001-75H70124R00039 Attachment CLEAN.pdf	PDF	Jul 9, 2024
Attachment J02 Wage Determination.pdf	PDF	Jun 13, 2024
Attachment J01c Specifications Vol 1.pdf	PDF	Jun 13, 2024
J04 Company Specialized Experience Construction Form.docx	DOCX document	Jun 13, 2024
Attachment J01d Specifications Vol 2.pdf	PDF	Jun 13, 2024
J03 Self Performed Calculation Sheet (Construction).pdf	PDF	Jun 13, 2024
J05 Past Performance Questionnaire.docx	DOCX document	Jun 13, 2024
B01 RFP 75H701-24-R-00039.pdf	PDF	Jun 13, 2024
Attachment J01b Duplex Employee Housing Foundation Install Package.pdf	PDF	Jun 13, 2024
Attachment J01e Geotechnical Reports.pdf	PDF	Jun 13, 2024

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LOCATION MAP DRAWING INDEX PROJECT DIRECTORY

INDIAN HEALTH SERVICE - GREAT PLAIN AREA

DUPLEX BUILDING & SITE LOCATIONS

DUPLEX PACKAGE

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7307

FINAL CONSTRUCTION DOCUMENTS

SEH Project

Checked By

Drawn By

Project Status Issue Date

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

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

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

Project Owner

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

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

:0 4:

COVER SHEET

D U

P L

E X

B U

L O

C A

N S

D U

P L

E X

P A

C K

A G

H A

V E

N U

E , M

4, S

S E

A T

, W A

S H

T O

164945

A. JAUCH

J. HEGG

H E

H S

E R

G R

E A

T P

A R

E A

FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

G001

ARCHITECT / CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

CONTACT: MATT MASSA, PROJECT MANAGER

mmassa@sehinc.com

OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7307

ARCHITECTURAL

A001 GENERAL INFORMATION AND ABBREVIATIONS

A002 CODE INFORMATION AND CONSTRUCTION ASSEMBLIES

A101 FLOOR PLAN - FOUNDATION PLAN

A102 FLOOR PLAN - GROUND FLOOR

A103 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A411 ENLARGED KITCHEN AND BATHROOM PLANS AND INTERIOR ELEVATIONS

A601 DOOR SCHEDULE / DOOR, FRAME AND WINDOW ELEVATIONS

A611 ROOM FINISH SCHEDULE

CIVIL

C001 PINE RIDGE - EXISTING CONDITIONS PLAN

C002 KYLE - EXISTING CONDITIONS PLAN

C003 WANBLEE - EXISTING CONDITIONS PLAN

C004 FT THOMPSON - EXISTING CONDITIONS PLAN

C101 PINE RIDGE - REMOVALS PLAN

C102 KYLE - REMOVALS PLAN

C103 WANBLEE - REMOVALS PLAN

C104 FT THOMPSON - REMOVALS PLAN

C201 PINE RIDGE - CIVIL SITE PLAN

C202 KYLE - CIVIL SITE PLAN

C203 WANBLEE - CIVIL SITE PLAN

C204 FT THOMPSON - CIVIL SITE PLAN

C301 PINE RIDGE - UTILITY PLAN

C302 KYLE - UTILITY PLAN

C303 KYLE - SANITARY PLAN AND PROFILE

C304 KYLE - WATER PLAN AND PROFILE

C305 WANBLEE - UTILITY PLAN

C306 WANBLEE - WATER PLAN AND PROFILE

C307 WANBLEE - WATER PLAN AND PROFILE

C308 FT THOMPSON - UTILITY PLAN

C309 FT THOMPSON - SANITARY PLAN AND PROFILE

C310 FT THOMPSON - WATER PLAN AND PROFILE

C401 PINE RIDGE - GRADING PLAN

C402 KYLE - GRADING PLAN

C403 WANBLEE - GRADING PLAN

C404 FT THOMPSON - GRADING PLAN

C600 DETAILS

C601 DETAILS

C602 DETAILS

C603 DETAILS

C604 LIFT STATION DETAILS

ELECTRICAL

E000 ELECTRICAL TITLE SHEET

E101 LIGHTING PLAN - LEVEL 1

E201 POWER PLAN - LEVEL 1

E301 ELECTRICAL SITE PLAN

E501 ELECTRICAL DETAILS & ONE-LINE DIAGRAM

E601 ELECTRICAL SCHEDULES & CALCULATIONS

GENERAL

G001 COVER SHEET

MECHANICAL

MP001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M111 FIRST LEVEL HVAC PLAN

M301 ROOF MECHANICAL PLAN

M601 MECHANICAL DETAILS

M701 MECHANICAL SCHEDULES

PLUMBING

P111 FIRST LEVEL DOMESTIC WATER AND GAS PLAN

P211 FIRST LEVEL SANITARY WASTE AND VENT PLAN

P401 PLUMBING RISER DIAGRAMS

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS

S002 GENERAL STRUCTURAL NOTES

S101 FOUNDATION PLAN

S111 FRAMING PLAN - LEVEL 1

S112 ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S511 FRAMING DETAILS

S512 FRAMING DETAILS

S513 FRAMING DETAILS

FIRE PROTECTION

F000 FIRE PROTECTION COVERSHEET

FA101B FLOOR PLAN - GROUND FLOOR - SITE B - FIRE ALARM

FS101B FLOOR PLAN - FOUNDATION PLAN - SITE B - FIRE SPRINKLER

FS102B FLOOR PLAN - GROUND FLOOR - SITE B - FIRE SPRINKLER

FS601 FIRE PROTECTION SCHEDULES - SITE B

FIRE PROTECTION

IMEG

2882 106TH STREET

DES MOINES, IOWA 50322

MAIN: 515-334-9906

CONTACT: BLAKE O'BRIEN, FIRE PROTECTION ENGINEER

BLAKE.T.OBRIEN@IMEGCORP.COM

FORT THOMPSON , SD

WANBLEE , SD

KYLE , SD

PINE RIDGE , SD

REVISION SCHEDULE

REV. # DESCRIPTION DATE

snewbrough Line

P-BUR

T-BUR

TV-BUR

3280.47

CPT SEH OPC SITE BMK

3283.70

CPT SEH OPC

3279.69

CPT SEH OPC

TV-BUR

T-BUR

T-BUR T-BUR

T-BUR

P-BUR

T-

T-BUR

S S

328332843285

32783277

W W

E T

CONCRETE PAVEMENTEX. CONCRETE SIDEWALK

CONC. CURB & GUTTER

FENCE

FENCE (ATHLETIC

FIELD BACKSTOP)

EX. C

N C

ETE SID

ALK

. 2

0" C

M P

FENCE

NE FACING WALL

OF EXISTING RESIDENCE

EX. INLET

RIM EL.=3278.15

S I.E.IN=3274.50

N I.E.OUT=3274.45

DEPTH=3.70' EX. INLET

RIM EL.=3278.32

S I.E.IN=3274.42

N I.E.OUT=3274.37

DEPTH=3.95'

EX. MH-8

RIM EL.=3280.24

W 8" PVC I.E.IN=3267.78

N 8" PVC I.E.OUT=3267.36

E 8" PVC I.E. IN=3267.74

DEPTH=12.88'

EX. SAN MH-15

RIM EL.=3278.77

E 8" PVC I.E.IN=3268.81

W 8" PVC I.E.OUT=3268.69

DEPTH=10.08'

EX. SAN MH-14

RIM EL.=3278.95

E 8" PVC I.E.IN=3269.80

W 8" PVC I.E.OUT=3269.47

DEPTH=9.48'

24" CMP FES

N I.E.IN=3274.69

BOLLARDS (2)

EX. 8" PVC

EX. 6" PVC

. 2

4" C

M P

BOLLARDS (2)

N I.E. OUT=3284.14

RIM EL.=3287.13

N/NE 20" RCP I.E.OUT=3284.58

HOSPITAL HOUSING

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

UTILITY VAULT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

FO FO FIBER OPTIC

WATER LINE W

T-BUR T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 3280

3277 MINOR CONTOUR

XC CHAINLINK FENCE

DIRECTION / INVERT ELEVATIONN I.E.

CONTROL STATEMENT

BASIS OF ELEVATIONS: PROJECT ELEVATIONS ARE BASED ON NGS POINT '18-105.00',

PID: OT0924, FOUND INSIDE A STANDARD 5IN LOGO CAP, THE BENCH MARK IS A STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO A 1-1/2 INCH METAL PIPE ENCASED IN A 4 IN SLEEVE, WITH A NAVD 88 ELEVATION OF 3274.08FT. '18 -105.00' IS A FIRST ORDER BENCHMARK.

COORDINATE DATUM: PROJECT COORDINATES SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT SEED POINT NGS MON. 3274.08, PID OT0924 (POINT 500) COORDINATES

ARE: NORTHING = 260559.827FT, EASTING = 1381586.956FT AND ELEVATION = 3274.08FT.

NO GROUND SCALE FACTOR WAS USED.

POINT 100, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 3280.47FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

Ind ian

H ea lth S er vic e - G

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C001

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

PINE RIDGE

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

EXISTING CONDITIONS PLAN

Feet 0 20 40

PINE RIDGE - EXISTING CONDITIONS PLAN1

jhayson

2955.69

CPT SEH OPC

2940.13

CPT SEH OPC SITE BMK

2945.82

CPT SEH OPC

PP S

P-BUR

P-

R P-

51 2952

WAPIYAPI AVE

P-BURP-BURP-BURP-BURP-BURP-BUR

P-BUR

TV-BUR

T-BUR

P-BUR

T-BUR

P-BUR

TV-BUR

ASPHALTIC PAVEMENT

FENCE

CONC. CURB &

GUTTER

FENCE

EX SANITARY MH-670

RIM EL.=2955.57

SW 8" PVC I.E.IN=2947.12

SE 8" PVC I.E.OUT=2946.62

DEPTH=8.95'

EX SANITARY MH-680

RIM EL.=2953.26

NW 8" PVC I.E.IN =2941.13

SE 8" PVC I.E.OUT=2941.33

DEPTH=12.13'

EX SANITARY MH-660

RIM EL.=2963.01

SW UNK STUB SW I.E.IN =2955.57

NW 8" PVC I.E.OUT=2947.69

NW DRY 12" PVC I.E.IN=2951.09

NE PVC I.E.OUT=2947.65

DEPTH: 15.36'

CATTLE

GUARD

12" CMP

W I.E. IN=2937.57

E I.E. OUT=2935.00

EX 8" P

EX 6" PVC

EX 8" PVC

EXISTING

ASPHALT

DRIVEWAY

BOLLARDS (2)

AIN

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

ELECTRIC METER

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

WATER LINE W

T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 2950

2944 MINOR CONTOUR

XC CHAINLINK FENCE

X BARBWIRE FENCE

BASIS OF ELEVATIONS:

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 101, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELLED

"SEH CONTROL POINT", WITH AN ELEVATION OF 2940.13FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING = 402017.637

FT, EASTING = 1476035.863 FT AND A NAVD 88 ELEVATION = 2955.69FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C002

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e, MS

, S uit e 1

Se att le, W as hin gto n

KYLE

EXISTING CONDITIONS PLAN

Feet 0 30 60

KYLE - EXISTING CONDITIONS PLAN1

GRAVEL ROAD

EX. 8" PVC

EX. 6" PVC

P-OH

P-OHP-OHP-OHP-OH

P-OH

2644.01

CPT SEH OPC GPS BASE

2642.83

CPT SEH OPC

2646.78

CPT SEH OPC SITE BMK

P P P

P P

C O

C O C O

P- O

H P-

O H

2ND AVE

P AVE

2645 2645 2646 2645

S S S S S

W W W W W W

S S

XCXCXCXCXCXCXCXC

XC P-O

P-O H

T-BUR

T-BUR T-BUR

T-

T-BU

T-BUR

T-BUR T-BUR T-BUR T-BUR

T-BUR

T-BUR T-BUR

T-BUR T-BUR T-BUR

T-

R T-

T-

R T-

T-BUR

T-BU

TV-BUR

-B

U R

T TV

P-O H

T-BUR T-BUR T-BUR

FENCE (TYP.)

SHED

FENCE (TYP.)

SHED

EX. SANITARY MH-220

RIM EL.=2643.55

E 8" VCP I.E.IN =2638.77

S 8" VCP I.E.IN=2638.75

W 8" VCP I.E.OUT=2638.67

DEPTH=4.88'

EX. SANITARY MH-230

RIM EL.=2644.5

S 8" VCP I.E.IN =2639.85

W 8" VCP I.E.OUT=2639.76

DEPTH=4.74'

EDGE OF CONCRETE

EDGE OF

ASPHALT

EDGE OF

GRAVEL

SANITARY SEWER

CLEANOUTS (2)

BOLLARDS (3)

SANITARY SEWER

CLEANOUTS (2)

EDGE OF

ASPHALT

SANITARY SEWER

CLEANOUT

(DEPTH UNKNOWN)

EX 6" VCP

UTILITY POLE

SANITARY MANHOLE

UTILITY PEDESTAL

SANITARY CLEAN OUT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-OH OVERHEAD POWER

LEGEND

WATER LINE W

T-BUR T-BUR UNDERGROUND TELEPHONE

UNDERGROUND TELEVISION

S SANITARY SEWER

MAJOR CONTOUR 2645

2643 MINOR CONTOUR

XC CHAINLINK FENCE

LIGHT POLE

TV-BUR

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 102, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 2646.78.FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING =

451527.887FT, EASTING = 1617559.63FT AND A NAVD 88 ELEVATION = 2644.01FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C003

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian H ea lth

S er vic e -

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e, MS

, S uit e 1

Se att le, W as hin gto n 9

-7

WANBLEE

EXISTING CONDITIONS PLAN

Feet 0 20 40

WANBLEE - EXISTING CONDITIONS PLAN3

1437.02

CPT SEH OPC SITE BMK

1439.46

CPT SEH OPC

T-

P-BUR

P-BUR FOFOFO

S S

W W

IHS DRIVE

STEPP LO

361436

143714

W W W W

T-

EX. SANITARY MH-2

RIM EL.=1439.64

S 8" PVC I.E.IN =1429.84

N 8" PVC I.E.OUT=1429.81

DEPTH=9.83'

EX. SANITARY MH-4

RIM EL.=1440.18

NE 6" PVC (DROP) I.E.IN=1428.42

E 8" PVC I.E.IN=1424.33

SW 8" PVC I.E.IN=1423.86

NW 6" PVC (DROP) I.E.IN=1433.04

NW 8" PVC I.E.OUT=1423.69

DEPTH=16.49'

EX. SANITARY MH-5

RIM EL.=1439.64

W 4" PVC(DROP) I.E.IN=1434.54

W 4" PVC I.E.IN=1424.35

S 8" PVC I.E. IN=1424.34

NE 8" PVC I.E. OUT=1424.30

DEPTH=15.34' EX. SANITARY MH-6

RIM EL.=1437.20

NW 8" PVC I.E.IN=1433.26

SE 8" PVC I.E.OUT=1433.16

DEPTH=4.04'

EX. SANITARY MH-3

RIM EL.=1438.82

S 8" PVC I.E.IN =1428.59

NE 4" PVC (DROP)I.E.IN=1432.99

SE 4" PVC I.E.IN=1431.39

NW 8" PVC I.E. OUT=1428.67

DEPTH=10.15'

W I.E. OUT=1435.11

E I.E.IN=1435.73

EDGE OF ASPHALT

. 1

2" C

M P

GRAVEL ROADGRAVEL ROAD

CONC. CURB & GUTTER

MARKING IN FIELD FOR

PLANNED BUILDING

STRUCTURE

EXISTING

RESIDENCE

EDGE OF ASPHALT

EDGE OF GRAVEL

BOLLARDS (2)

. 8

" P

. 6

" P

. 8

" P

. 6

" P

EX. SANITARY MH-1

RIM EL.=1438.43

NW 8" PVC I.E.IN=1431.63

SE 8" PVC I.E.OUT=1431.31

DEPTH=7.12'

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

UTILITY VAULT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

FO FO FIBER OPTIC

WATER LINEW

T-BUR T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 1425

1437 MINOR CONTOUR

XC CHAINLINK FENCE

ELECTRIC METER

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 101, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 1437.02FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING =

631627.994FT, EASTING = 2203710.481FT AND A NAVD 88 ELEVATION = 1438.47FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C004

164945

JDH

SSA/FG

12.26.2023

/17

/20

P M

CONSTRUCTION DOCUMENTS

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

FT THOMPSON

EXISTING CONDITIONS PLAN

Feet 0 20 40

FT THOMPSON - EXISTING CONDITIONS PLAN4

jhayson

T-BUR

TV-BUR

3280.47

CPT SEH OPC SITE BMK

3283.70

CPT SEH OPC

TV-BUR

T-BUR

T-BUR T-BUR

T-BUR

P-BUR

T-

T-BUR

S S

328332843285

32783277

W W

E T

CONCRETE PAVEMENT

EX. CONCRETE SIDEWALK

CONC. CURB & GUTTER

FENCE

FENCE (ATHLETIC

FIELD BACKSTOP)

EX. C

N C

ETE SID

ALK

. 2

0" C

M P

FENCE

NE FACING WALL

OF EXISTING RESIDENCE

BOLLARDS (2)

EX. 8" PVC

EX. 6" PVC

BOLLARDS (2)

N I.E. OUT=3284.14

RIM EL.=3287.13

N/NE 20" RCP I.E.OUT=3284.58

SAWCUT AT NEAREST

JOINT, (TYP.)

EX. INLET

RIM EL.=3278.15

S I.E.IN=3274.50

N I.E.OUT=3274.45

DEPTH=3.70' EX. INLET

RIM EL.=3278.32

S I.E.IN=3274.42

N I.E.OUT=3274.37

DEPTH=3.95'

EX. MH-8

RIM EL.=3280.24

W 8" PVC I.E.IN=3267.78

N 8" PVC I.E.OUT=3267.36

E 8" PVC I.E. IN=3267.74

DEPTH=12.88'

EX. SAN MH-15

RIM EL.=3278.77

E 8" PVC I.E.IN=3268.81

W 8" PVC I.E.OUT=3268.69

DEPTH=10.08'

EX. SAN MH-14

RIM EL.=3278.95

E 8" PVC I.E.IN=3269.80

W 8" PVC I.E.OUT=3269.47

DEPTH=9.48'

EX. 24" CMP

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

UTILITY VAULT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

FO FO FIBER OPTIC

WATER LINE W

T-BUR T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 3280

3277 MINOR CONTOUR

XC CHAINLINK FENCE

DIRECTION / INVERT ELEVATIONN I.E.

FULL DEPTH SAWCUT

CONCRETE PAVEMENT REMOVAL

CURB & GUTTER PAVEMENT REMOVAL

CONCRETE SIDEWALK REMOVAL

CMP CULVERT REMOVAL

PROPOSED FULL-DEPTH SAWCUT. INCIDENTAL TO REMOVALS.

DEMO PLAN KEY NOTES

EXISTING CONCRETE PAVEMENT, TO BE REMOVED - 33 SY.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED - 22 LF.

EXISTING CONCRETE SIDEWALK TO BE REMOVED - 10 SY.

EXISTING 24-INCH CMP TO BE REMOVED - 7.5 LF

EXISTING CONCRETE PAVEMENT, TO BE REMOVED - 17 SY.

EXISTING CONCRETE PAVEMENT, TO BE REMOVED - 44 SY.

EXISTING CONCRETE PAVEMENT, TO BE REMOVED - 121 SY.

EXISTING CONCRETE PAVEMENT, TO BE REMOVED - 54 SY.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED - 11 LF.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED - 23 LF.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED - 44 LF.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED - 23 LF.

EXISTING CONCRETE SIDEWALK TO BE REMOVED - 11 SY.

EXISTING CONCRETE SIDEWALK TO BE REMOVED - 10 SY.

EXISTING CONCRETE SIDEWALK TO BE REMOVED - 20 SY.

EXISTING CONCRETE SIDEWALK TO BE REMOVED - 11 SY.

EXISTING 24-INCH FES TO BE REMOVED.

COORDINATE DATUM: PROJECT COORDINATES SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT SEED POINT NGS MON. 3274.08, PID OT0924 (POINT 500) COORDINATES

ARE: NORTHING = 260559.827FT, EASTING = 1381586.956FT AND ELEVATION = 3274.08FT.

NO GROUND SCALE FACTOR WAS USED.

POINT 100, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 3280.47FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C101

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian

H ea lth S er vic e - G

PINE RIDGE

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

REMOVALS PLAN

Feet 0 20 40

PINE RIDGE - REMOVALS PLAN1

CPT SEH OPC

2940.13

CPT SEH OPC SITE BMK

2945.82

CPT SEH OPC

P-BUR

P-

R P-

51 2952

WAPIYAPI AVE

P-BURP-BURP-BURP-BURP-BURP-BUR

P-BUR

ASPHALTIC PAVEMENT

FENCE

CONC. CURB &

GUTTER

FENCE

BOLLARD

EX SANITARY MH-670

RIM EL.=2955.57

SW 8" PVC I.E.IN=2947.12

SE 8" PVC I.E.OUT=2946.62

DEPTH=8.92'

CATTLE

GUARD

EX 8" P

EX 6" PVC

EX 8" PVC

BOLLARD

EXISTING

ASPHALT

DRIVEWAY

EXISTING ASPHALT

DRIVEWAY (TYP.)

12" CMP

W I.E. IN=2937.57

E I.E. OUT=2935.00

AIN

SAWCUT AT

NEAREST JOINT,

TYP

PROTECT LIGHT POLES AND

ASSOCIATED ELECTRICAL IN

PLACE.

PROPOSED FULL-DEPTH SAWCUT. INCIDENTAL TO REMOVALS.

DEMO PLAN KEY NOTES

REMOVAL TO ACCOMMODATE INSTALLATION OF SEWER

LINE - CONCRETE DRIVEWAY - 12 SY.

REMOVAL TO ACCOMMODATE INSTALLATION OF SEWER

LINE - CONCRETE CURB & GUTTER - 20 LF.

RESET TO ACCOMMODATE INSTALLATION OF WATER LINE -

HYDRANT.

RESET TO ACCOMMODATE INSTALLATION OF WATER LINE -

BOLLARDS.

REMOVAL TO ACCOMMODATE INSTALLATION OF SEWER

LINE - ASPHALTIC DRIVEWAY - 32 SY.

REMOVAL TO ACCOMMODATE INSTALLATION OF SEWER

LINE - ASPHALTIC PAVEMENT - 38 SY.

REMOVAL TO INSTALL DRIVEWAY- ASPHALT PAVEMENT - 9 CY.

REMOVAL TO INSTALL DRIVEWAY- CURB & GUTTER - 41 LF.

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

ELECTRIC METER

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

WATER LINE W

T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 2950

2944 MINOR CONTOUR

XC CHAINLINK FENCE

X BARBWIRE FENCE

DIRECTION / INVERT ELEVATIONN I.E.

FULL DEPTH SAWCUT

CONCRETE PAVEMENT REMOVAL

ASPHALT PAVEMENT REMOVAL

CURB & GUTTER PAVEMENT REMOVAL

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C102

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

CONTROL STATEMENT

BASIS OF ELEVATIONS:

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 101, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELLED

"SEH CONTROL POINT", WITH AN ELEVATION OF 2940.13FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING = 402017.637

FT, EASTING = 1476035.863 FT AND A NAVD 88 ELEVATION = 2955.69FT.

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

KYLE

REMOVALS PLAN

Feet 0 30 60

KYLE - REMOVALS PLAN2

P-OH

P-OHP-OHP-OHP-OH

P-OH

2644.01

CPT SEH OPC GPS BASE

2642.83

CPT SEH OPC

2646.78

CPT SEH OPC SITE BMK

P P P

P P

C O

C O C O

P- O

H P-

O H

2ND AVE

P AVE

2645 2645 2646 2645

S S S S S

W W W W W W

S S

XCXCXCXCXCXCXCXC

XC P-O

P-O H

T-BUR

T-BUR T-BUR

T-

T-BU

T-BUR

T-BUR T-BUR T-BUR T-BUR

T-BUR

T-BUR T-BUR

T-BUR T-BUR T-BUR

T-

R T-

T-

R T-

T-BUR

T-BU

TV-BUR

-B

U R

T TV

P-O H

T-BUR T-BUR T-BUR

FENCE (TYP.)

SHED

GRAVEL ROAD

EX. 8" PVC

EX. 6" PVC

FENCE (TYP.)

EX. SANITARY MH-220

RIM EL.=2643.55

E 8" VCP I.E.IN =2638.77

S 8" VCP I.E.IN=2638.75

W 8" VCP I.E.OUT=2638.67

DEPTH=4.88'

EX. SANITARY MH-230

RIM EL.=2644.5

S 8" VCP I.E.IN =2639.85

W 8" VCP I.E.OUT=2639.76

DEPTH=4.74'

EDGE OF CONCRETE

EDGE OF

ASPHALT

EDGE OF

GRAVEL

BOLLARDS (3)

SANITARY SEWER

CLEANOUTS (2), TYP

EDGE OF

ASPHALT

SHED

EX 6" VCP

SANITARY SEWER

CLEANOUT

(DEPTH UNKNOWN)

UTILITY POLE

SANITARY MANHOLE

UTILITY PEDESTAL

SANITARY CLEAN OUT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-OH OVERHEAD POWER

LEGEND

WATER LINE W

T-BUR T-BUR UNDERGROUND TELEPHONE

UNDERGROUND TELEVISION

S SANITARY SEWER

MAJOR CONTOUR 2645

2643 MINOR CONTOUR

XC CHAINLINK FENCE

LIGHT POLE

DIRECTION / INVERT ELEVATIONN I.E.

TV-BUR

FULL DEPTH SAWCUT

ASPHALT PAVEMENT REMOVAL

CURB & GUTTER PAVEMENT REMOVAL

CHAINLINK FENCE REMOVAL

STRUCTURE RELOCATE/REMOVAL

RELOCATE UTILITY

TREE REMOVAL

PROPOSED FULL-DEPTH SAWCUT. INCIDENTAL TO REMOVALS.

DEMO PLAN KEY NOTES

EXISTING UTILITY TO BE REMOVED AND/ OR RELOCATED.

EXISTING ASPHALT PAVEMENT, TO BE REMOVED - 123 CY.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED 10 LF.

EXISTING HYDRANT TO BE PROTECTED IN PLACE.

EXISTING STRUCTURE TO BE REMOVED AND/ OR RELOCATED.

EXISTING UTILITY PEDESTALS TO BE RESET.

EXISTING CHAINLINK FENCE TO BE REMOVED - 33 LF.

EXISTING ASPHALT PAVEMENT, TO BE REMOVED - 27 CY.

EXISTING CONCRETE CURB & GUTTER TO BE REMOVED 10 LF.

EXISTING TREE TO BE REMOVED.

EXISTING TREE TO BE PROTECTED IN PLACE.

EXISTING CHAINLINK FENCE TO BE REMOVED - 33 LF.

EXISTING CHAINLINK FENCE TO BE REMOVED - 276 LF.

EXISTING CHAINLINK FENCE TO BE REMOVED - 35 LF.

EXISTING CHAINLINK FENCE TO BE REMOVED - 31 LF.

EXISTING CHAINLINK FENCE TO BE REMOVED - 28 LF.

EXISTING CHAINLINK FENCE TO BE REMOVED - 24 LF.

EXISTING GATE VALVE TO BE RESET.

EXISTING BOLLARD TO BE RESET.

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 102, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 2646.78.FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING =

451527.887FT, EASTING = 1617559.63FT AND A NAVD 88 ELEVATION = 2644.01FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C103

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

WANBLEE

REMOVALS PLAN

Feet 0 20 40

WANBLEE - REMOVALS PLAN3

CPT SEH OPC SITE BMK

1439.46

CPT SEH OPC

PP S

T-

P-BUR

P-BUR FOFOFO

S S

W W

IHS DRIVE

143714

W W W W

T-

W I.E. OUT=1435.11

GRAVEL ROADGRAVEL ROAD

CONC. CURB & GUTTER

MARKING IN FIELD FOR

PLANNED BUILDING

STRUCTUREEXISTING

RESIDENCE

EDGE OF GRAVEL

BOLLARDS (2)

EX. SANITARY MH-2

RIM EL.=1439.64

S 8" PVC I.E.IN =1429.84

N 8" PVC I.E.OUT=1429.81

DEPTH=9.83'

EX. SANITARY MH-4

RIM EL.=1440.18

NE 6" PVC (DROP) I.E.IN=1428.42

E 8" PVC I.E.IN=1424.33

SW 8" PVC I.E.IN=1423.86

NW 6" PVC (DROP) I.E.IN=1433.04

NW 8" PVC I.E.OUT=1423.69

DEPTH=16.49'

EX. SANITARY MH-5

RIM EL.=1439.64

W 4" PVC(DROP) I.E.IN=1434.54

W 4" PVC I.E.IN=1424.35

S 8" PVC I.E. IN=1424.34

NE 8" PVC I.E. OUT=1424.30

DEPTH=15.34' EX. SANITARY MH-6

RIM EL.=1437.20

NW 8" PVC I.E.IN=1433.26

SE 8" PVC I.E.OUT=1433.16

DEPTH=4.04'

EX. SANITARY MH-3

RIM EL.=1438.82

S 8" PVC I.E.IN =1428.59

NE 4" PVC (DROP)I.E.IN=1432.99

SE 4" PVC I.E.IN=1431.39

NW 8" PVC I.E. OUT=1428.67

DEPTH=10.15'

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

UTILITY VAULT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

FO FO FIBER OPTIC

WATER LINEW

T-BUR T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 1425

1437 MINOR CONTOUR

XC CHAINLINK FENCE

ELECTRIC METER

DIRECTION / INVERT ELEVATIONN I.E.

TREE REMOVAL

RELOCATE UTILITY

EXISTING TREE TO BE PROTECTED IN PLACE.

DEMO PLAN KEY NOTES

EXISTING UTILITY TO BE RELOCATED.

EXISTING TREE TO BE REMOVED.

EXISTING GATE VALVE TO BE RESET.

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 101, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 1437.02FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING =

631627.994FT, EASTING = 2203710.481FT AND A NAVD 88 ELEVATION = 1438.47FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C104

164945

JDH

SSA/FG

12.26.2023

/17

/20

P M

CONSTRUCTION DOCUMENTS

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

FT THOMPSON

REMOVALS PLAN

Feet 0 20 40

FT THOMPSON - REMOVALS PLAN4

jhayson

T-BUR

TV-BUR

3280.47

CPT SEH OPC SITE BMK

3283.70

CPT SEH OPC

TV-BUR

T-BUR

T-BUR T-BUR

T-BUR

P-BUR

S S

W W

CONCRETE PAVEMENT

EX. CONCRETE SIDEWALK

CONC. CURB & GUTTER

CONCRETE DRIVEWAY

10.0'

30.0'

33.7'

' T

30.0'

EX. 8" PVC

EX. 6" PVCEX. C

N C

ETE SID

ALK

. 2

4" C

M P

N I.E. OUT=3284.14

FENCE

PROPOSED DUPLEX

BUILDING (TYP.)

4' HIGH CHAINLINK

FENCE (TYP.)

4' WIDE CHIANLINK

GATE (TYP.)

10' WIDE CHAINLINK

GATE (TYP.)

CONCRETE PAVEMENT

PATCH BACK (TYP.).

REFER TO TYPICAL

SECTION C601.

EX. MH-8

RIM EL.=3280.24

W 8" PVC I.E.IN=3267.78

N 8" PVC I.E.OUT=3267.36

E 8" PVC I.E. IN=3267.74

DEPTH=12.88'

N I.E. OUT=3284.14

MOUNTABLE CURB &

GUTTER (TYP.).

REFER TO SHEET C602.

10001 10002

10003

10004

10005 10006

10007

10008

10009 10010

10011

10012

10013

10014 10015

10016

10017

10018

10019

10020

CONCRETE DRIVEWAY

32.4' TYP.

HOSPITAL HOUSING

(TYP.)

(TYP.)(TYP.)

5.5' TYP.

EX. INLET

RIM EL.=3278.15

S I.E.IN=3274.50

N I.E.OUT=3274.45

DEPTH=3.70' EX. INLET

RIM EL.=3278.32

S I.E.IN=3274.42

N I.E.OUT=3274.37

DEPTH=3.95'

EX. SAN MH-15

RIM EL.=3278.77

E 8" PVC I.E.IN=3268.81

W 8" PVC I.E.OUT=3268.69

DEPTH=10.08'

EX. SAN MH-14

RIM EL.=3278.95

E 8" PVC I.E.IN=3269.80

W 8" PVC I.E.OUT=3269.47

DEPTH=9.48'

W W

S S

10.0' TYP.

N I.E. OUT=3284.14

FENCE

FENCE (ATHLETIC

FIELD BACKSTOP)

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

UTILITY VAULT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

FO FO FIBER OPTIC

WATER LINE W

T-BUR T-BUR UNDERGROUND TELEPHONE

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 3280

3277 MINOR CONTOUR

XC CHAINLINK FENCE

DIRECTION / INVERT ELEVATIONN I.E.

GEO-SAMPLE INTENDED LOCATION

SANITARY SEWER CLEANOUTCO

POINT #

10013

10014

10015

10016

10017

10018

10019

10020

NORTHING

258716.2032

258685.4746

258671.1272

258699.9912

258641.5653

258670.9465

258625.6869

258655.4314

EASTING

1377741.7028

1377745.2872

1377836.9463

1377845.0701

1377949.5980

1377955.7470

1378064.0008

1378067.9085

CONCRETE PAVEMENT, PATCH BACK - 33 SY.

CIVIL SITE PLAN KEY NOTES

MOUNTABLE CURB & GUTTER - 22 LF.

CONCRETE SIDEWALK - 10 SY.

CONCRETE PAVEMENT, PATCH BACK - 17 SY.

CONCRETE PAVEMENT, PATCH BACK - 44 SY.

CONCRETE PAVEMENT, PATCH BACK - 121 SY.

CONCRETE PAVEMENT, PATCH BACK - 54 SY.

MOUNTABLE CURB & GUTTER - 11 LF.

MOUNTABLE CURB & GUTTER - 23 LF.

MOUNTABLE CURB & GUTTER - 44 LF.

MOUNTABLE CURB & GUTTER - 23 LF.

CONCRETE SIDEWALK - 11 SY.

CONCRETE SIDEWALK - 10 SY.

CONCRETE SIDEWALK - 20 SY.

CONCRETE SIDEWALK - 11 SY.

CONCRETE DRIVEWAY - 19.5 SY.

CONCRETE DRIVEWAY - 126.5 SY.

CONCRETE DRIVEWAY - 21 SY.

CONCRETE DRIVEWAY - 126.5 SY.

CONCRETE DRIVEWAY - 20 SY.

CONCRETE DRIVEWAY - 126.5 SY.

CHAINLINK ITEM, 4 FEET HIGH FENCE - 524 LF.

CHAINLINK ITEM, 4 FEET WIDE FENCE - 6 EA.

CHAINLINK ITEM, 10 FEET WIDE FENCE - 6 EA.

POINT #

10001

10002

10003

10004

10005

10006

10007

10008

10009

10010

10011

10012

NORTHING

258760.2759

258756.0643

258715.5092

258704.5025

258735.6067

258727.2008

258695.4800

258673.5120

258712.5073

258708.2957

258667.7406

258656.7339

EASTING

1377779.1743

1377811.2322

1377746.9856

1377830.7657

1377897.1902

1377928.4118

1377859.3746

1377940.9691

1378006.4024

1378038.4602

1377974.2136

1378057.9937

COORDINATE DATUM: PROJECT COORDINATES SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT SEED POINT NGS MON. 3274.08, PID OT0924 (POINT 500) COORDINATES

ARE: NORTHING = 260559.827FT, EASTING = 1381586.956FT AND ELEVATION = 3274.08FT.

NO GROUND SCALE FACTOR WAS USED.

POINT 100, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 3280.47FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C201

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian

H ea lth S er vic e - G

PINE RIDGE

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

CIVIL SITE PLAN

Feet 0 20 40

PINE RIDGE - CIVIL SITE PLAN1

jhayson snewbrough Text Box 00N41 snewbrough Text Box 00N43 snewbrough Text Box 00N45

2940.13

CPT SEH OPC SITE BMK

2945.82

CPT SEH OPC

P-BUR

P-

R P-

P-BURP-BURP-BURP-BURP-BURP-BUR

P-BUR

TV-BUR

T-BUR

P-BUR

T-BUR

P-BUR

TH TH

XCXC

10001

10002 10003

10004

10005

10006 10007

10008

10009

10010

10011

10012

10013

10014 10015

10016

10017

1001810019

10020

10021

10022

10023

10024

10025

10026

10027

10028

10029

10032

10033

10036

ASPHALTIC PAVEMENT

S S

W W

S S

W W

SLS

C O

C O C

CONC. CURB &

GUTTER

EXISTING

ASPHALT

DRIVEWAY

FENCE

S S S S

FMFMFM

0' RELOCATED

BOLLARDS (2)

W W W W

EXISTING

ASPHALT

DRIVEWAY

S S

C O

2940.13

CPT SEH OPC SITE BMK

2945.82

CPT SEH OPC

P-BUR

P-

R P-

P-BURP-BURP-BURP-BURP-BURP-BUR

P-BUR

TV-BUR

T-BUR

P-BUR

T-BUR

P-BUR

TH TH

XCXC

10001

10002 10003

10004

10005

10006 10007

10008

10009

10010

10011

10012

10013

10014 10015

10016

10017

1001810019

10020

10021

10022

10023

10024

10025

10026

10027

10028

10029

10032

10033

10036

EX 8" P

EX 6" PVC

EX 8" PVC

ASPHALTIC PAVEMENT

)30.0'

30.0'

' T

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

10.0' (TYP.)

5.5' (TYP.)

32.3'

WAPIYAPI AVE

CATTLE

GUARD

FENCE

4' HIGH CHAINLINK

FENCE (TYP.)

PROPOSED

DUPLEX

BUILDING (TYP.)

CONC. CURB &

GUTTER

10' WIDE CHAINLINK

GATE (TYP.)

4' WIDE CHAINLINK

GATE (TYP.)

CONCRETE PAVEMENT

PATCH BACK (TYP.)

REFER TO TYPICAL

SECTION C601.

4' HIGH CHAINLINK

FENCE (TYP.)

DRIVEWAY PATCH

BACK (TYP.)

DRIVEWAY CUT (TYP.)

REFER TO DETAIL ON

SHEET C602

STANDARD CURB

AND GUTTER, (TYP.)

REFER TO DETAIL

ON SHEET C602

EX SANITARY MH-670

RIM EL.=2955.57

NE 2" PVC I.E. IN=2952.57

SW 8" PVC I.E.IN=2947.12

SE 8" PVC I.E.OUT=2946.62

DEPTH=8.95'

EX SANITARY MH-680

RIM EL.=2953.26

NW 8" PVC I.E.IN =2941.13

SE 8" PVC I.E.OUT=2941.33

DEPTH=12.13'

12" CMP

W I.E. IN=2937.57

E I.E. OUT=2935.00

CONCRETE PAVEMENT

PATCHBACK. REFER TO TYPICAL

DETAIL ON SHEET C602

AIN

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

ELECTRIC TRANSFORMER

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

WATER LINE W

T-BUR T-BUR T-BUR UNDERGROUND TELEPHONE

GEO-SAMPLE INTENDED LOCATION

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 2950

2944 MINOR CONTOUR

XC CHAINLINK FENCE

X BARBWIRE FENCE

DIRECTION / INVERT ELEVATIONN I.E.

CO SANITARY SEWER CLEANOUT

POINT #

10001

10002

10003

10004

10005

10006

10007

10008

10009

10010

10011

10012

10013

10014

10015

10016

10017

10018

10019

10020

NORTHING

402335.5077

402362.6404

402278.1604

402303.1820

402222.8713

402245.7438

402161.4223

402190.6063

402113.5436

402126.2429

402044.5906

402082.2999

402176.9216

402155.6633

402239.7664

402209.1030

402321.2623

402294.3466

402378.8341

402353.5909

EASTING

1476181.6225

1476133.6253

1476131.7865

1476180.9200

1476180.4677

1476130.2978

1476135.7871

1476182.5682

1476194.5669

1476140.9115

1476162.6635

1476202.8902

1476269.6967

1476320.5717

1476312.3918

1476266.5667

1476266.2493

1476314.3712

1476315.8258

1476266.8059

POINT #

10021

10022

10023

10024

10025

10026

10027

10028

10029

10030

10031

10032

10033

10034

10035

10036

NORTHING

402372.6380

402373.0726

402263.3284

402261.9521

402139.5083

402143.8326

402027.2050

402034.9276

402145.7290

402148.6935

402252.6820

402249.7175

402284.3481

402283.8316

402388.3165

402388.8768

EASTING

1476133.8426

1476113.8474

1476101.0737

1476131.0421

1476108.6626

1476138.3493

1476136.2488

1476165.2378

1476321.7301

1476351.5832

1476341.2567

1476311.4036

1476314.1990

1476344.1946

1476345.9736

1476315.9902

CONCRETE PAVEMENT, PATCH BACK - 9 CY.

CIVIL SITE PLAN KEY NOTES

ACCOMMODATE INSTALLATION OF SEWER LINE -

CONCRETE DRIVEWAY, PATCH BACK - 44 SY.

ACCOMMODATE INSTALLATION OF SEWER LINE -

CONCRETE CURB & GUTTER - 20 LF.

CHAINLINK ITEM, 4 FEET HIGH FENCE - 923 LF.

CHAINLINK ITEM, 4 FEET WIDE GATE - 10 LF.

CHAINLINK ITEM, 10 FEET WIDE GATE - 10 LF.

ACCOMMODATE INSTALLATION OF SEWER LINE -

CONCRETE PAVEMENT,PATCH BACK - 38 SY.

DRIVEWAY ITEMS - CURB & GUTTER - 41 LF.

DRIVEWAY ITEMS - CONCRETE PAVEMENT - 147.5 SY.

CONCRETE PAVEMENT, PATCH BACK - 9 CY.

DRIVEWAY ITEMS - CURB & GUTTER - 41 LF.

DRIVEWAY ITEMS - CONCRETE PAVEMENT - 147.5 SY.

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 101, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELLED

"SEH CONTROL POINT", WITH AN ELEVATION OF 2940.13FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING = 402017.637

FT, EASTING = 1476035.863 FT AND A NAVD 88 ELEVATION = 2955.69FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C202

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

KYLE

CIVIL SITE PLAN

Feet 0 30 60

(TYP.)

KYLE - CIVIL SITE PLAN2

jhayson snewbrough Text Box 00021 snewbrough Text Box 00022 snewbrough Text Box 00023 snewbrough Text Box 00024 snewbrough

00025

2644.01

CPT SEH OPC GPS BASE

2642.83

CPT SEH OPC

2646.78

CPT SEH OPC SITE BMK

P P P

P P

C O

C O C O

2ND AVE

P AVE

W W

TH TH

W W

S S

W W

S S

W W

C O

TV-BUR

T-BUR

P-OH

P-OHP-OHP-OHP-OH

P-OH

2642.83

CPT SEH OPC

P P P

P P

C O

C O C O

P- O

H P-

O H

S S S S S

W W W W W W

S S

XCXCXCXCXCXCXCXC

XC P-O

P-O H

T-BUR

T-BUR T-BUR

T-

T-BU

T-BUR

T-BUR T-BUR T-BUR T-BUR

T-BUR

T-BUR T-BUR

T-BUR T-BUR T-BUR

T-BUR

T-BU

TV-BUR

TV-BUR T

P-O H

T-BUR T-BUR T-BUR

FENCE

EX. SANITARY MH-220

RIM EL.=2643.55

E 8" VCP I.E.IN =2638.77

S 8" VCP I.E.IN=2638.75

W 8" VCP I.E.OUT=2638.67

DEPTH=4.88'

ASPH

ALTIC

PAVEM

GRAVEL ROAD

CONCRETE DRIVEWAY

PROPOSED DUPLEX

BUILDING (TYP.)

4' HIGH CHAINLINK

FENCE (TYP.)

XCXCXCXCXCXCXCXCXCXCXCXC

EX. 8" PVC

EX. 6" PVC

PROPOSED

4' WIDE

CHAINLINK

GATE (TYP.)

CONCRETE DRIVEWAYCONCRETE DRIVEWAYCONCRETE DRIVEWAY

10' WIDE CHAINLINK

GATE (TYP.)

XC XC

xc xc xc xc xc xc

EDGE OF CONCRETE

SANITARY SEWER

CLEANOUTS (2)

BOLLARDS (3)

SANITARY SEWER

CLEANOUTS (2)

EDGE OF

ASPHALT

4' WIDE X 6' HIGH

CHAINLINK GATE (TYP.)

6' HIGH CHAINLINK

FENCE (TYP.)

1000110002

10003

10004

1000510006

10007 10008

1000910010

10011 10012

1001310014

10015 10016 10017

10018 10019

10020

10021

10022

10023

10024

10025

10026

EX. SANITARY MH-230

RIM EL.=2644.5

S 8" VCP I.E.IN =2639.85

W 8" VCP I.E.OUT=2639.76

DEPTH=4.74' SANITARY SEWER

CLEANOUT

(DEPTH UNKNOWN)

PROPOSED ASPHALTIC

PATCH BACK (TYP.)

STANDARD CURB &

GUTTER (TYP.)

REFER TO DETAIL

ON SHEET C602

SHED

EX 6" VCP

UTILITY POLE

SANITARY MANHOLE

UTILITY PEDESTAL

SANITARY CLEAN OUT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-OH OVERHEAD POWER

LEGEND

WATER LINE W

T-BUR T-BUR UNDERGROUND TELEPHONE

GEO-SAMPLE INTENDED LOCATION

UNDERGROUND TELEVISION

S SANITARY SEWER

MAJOR CONTOUR 2645

2643 MINOR CONTOUR

XC CHAINLINK FENCE

DIRECTION / INVERT ELEVATIONN I.E.

POINT #

10001

10002

10003

10004

10005

10006

10007

10008

10009

10010

10011

10012

10013

10014

10015

10016

NORTHING

451430.7104

451462.9812

451492.0343

451407.6978

451336.3804

451368.6512

451397.7043

451313.3678

451242.0985

451274.3693

451303.4224

451219.0859

451147.7424

451180.0132

451209.0663

451124.7628

EASTING

1617474.6240

1617476.6343

1617429.7718

1617424.5182

1617468.7478

1617470.7581

1617423.8956

1617418.6420

1617462.8746

1617464.8849

1617418.0225

1617412.7688

1617456.9968

1617459.0071

1617412.1446

1617406.8931

POINT #

10017

10018

10019

10020

10021

10022

10023

10024

10025

10026

NORTHING

451498.0552

451499.9078

451404.5663

451402.7210

451310.2572

451308.4177

451215.9563

451214.0911

451120.6066

451118.7414

EASTING

1617430.1835

1617400.2041

1617394.2649

1617424.2081

1617388.3901

1617418.3336

1617382.5157

1617412.4577

1617376.5760

1617406.5180

CIVIL SITE PLAN KEY NOTES

ASPHALT PAVEMENT, PATCH BACK - 123 CY.

CONCRETE CURB & GUTTER - 10 LF.

CONCRETE DRIVEWAY - 207 SY.

CONCRETE DRIVEWAY - 210 SY.

ASPHALT PAVEMENT, PATCH BACK - 27 CY.

CONCRETE CURB & GUTTER - 10 LF.

CONCRETE DRIVEWAY - 212 SY.

RESETTING SHED

CHAINLINK ITEM, 4 FEET HIGH FENCE - 740 LF.

CHAINLINK ITEM, 6 FEET HIGH FENCE - 178 LF.

CHAINLINK ITEM, 4 FEET WIDE X 4 FEET HIGH GATE - 16 EA.

CHAINLINK ITEM, 10 FEET WIDE X 4 FEET HIGH GATE - 8 EA

CHAINLINK ITEM, 4 FEET WIDE X 6 FEET HIGH GATE - 8 EA

PROJECT ELEVATIONS ARE BASED ON THE NGS OPUS SOLUTION DERIVED FROM THE STATIC DATA

COLLECTION AT POINT 100.

POINT 102, IS THE SITE BENCHMARK SET AS A NUMBER 5 REBAR WITH ORANGE PLASTIC CAP LABELED "SEH

CONTROL POINT", WITH AN ELEVATION OF 2646.78.FT.

COORDINATE DATUM: PROJECT COORDINATES ARE SOUTH DAKOTA STATE PLANE SOUTH ZONE (4002) NAD 83 (2011) COORDINATES. THE PROJECT BASE POINT(POINT 100) COORDINATES ARE: NORTHING =

451527.887FT, EASTING = 1617559.63FT AND A NAVD 88 ELEVATION = 2644.01FT.

SEH Project Checked By Drawn By

Project Status Issue Date

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

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

Project Owner

Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts

Re se rve d

SHEET TITLE

REVISION SCHEDULE

REV. # DESCRIPTION DATE

Pl ot da te: C203

164945

12.26.2023CONSTRUCTION DOCUMENTS

JDH

SSA/FG

/17

/20

P M

Ind ian

H ea lth S er vic e - G

Indian Health Services (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7304

1 F ifth A ve nu e

, S uit e 1

Se att le, W as hin gto n

WANBLEE

CIVIL SITE PLAN

Feet 0 20 40

TYP.

WANBLEE - CIVIL SITE PLAN3

jhayson snewbrough Text Box 00N16 snewbrough Text Box 00N17 snewbrough Text Box 00N18 snewbrough

00N19

GRAVEL ROADGRAVEL ROADGRAVEL ROAD

14.0'

5.5' TYP.

CONCRETE DRIVEWAYCONCRETE DRIVEWAYCONCRETE DRIVEWAY

' T

48.2' (TYP.)

XCXCXCXC

CONCRETE DRIVEWAY

14.0'

49.3' (TYP.)

6.0' 6.0'

' T

32.3' TYP.

CONC. CURB & GUTTER

EXISTING

RESIDENCE

E I.E.IN=1435.73

PROPOSED DUPLEX

BUILDING (TYP.)

4' HIGH CHAINLINK

FENCE (TYP.)

XC XC XC XCXC XC XCXC XC

EX. 6" PVC

EX. 8" PVC

. 8

" P

. 6

" P

10' WIDE CHAINLINK

GATE (TYP.)

4' WIDE CHAINLINK

GATE (TYP.)

. 8

" P

. 6

" P

10001 10002

10003 10004

10005 10006

1000710008

10009 10010

1001110012

10013 10014

100151001610017

10018 10019

10020

10021

10022

10023

10024

10025

10026

1437.02

CPT SEH OPC SITE BMK

1439.46

CPT SEH OPC

P-BUR

P-BUR FOFOFO

S S

W W

W W W W

T-

W W W W W W W W

S S S S S S S S S S

S S

T-BUR

T-

R T-

T-

R T-

T-

C O

. 8

" P

. 6

" P

. 8

" P

CONC. CURB &

GUTTER

EXISTING

RESIDENCE

EX. SANITARY MH-4

RIM EL.=1440.18

NE 6" PVC (DROP) I.E.IN=1428.42

E 8" PVC I.E.IN=1424.33

SW 8" PVC I.E.IN=1423.86

NW 6" PVC (DROP)

I.E.IN=1433.04

NW 8" PVC I.E.OUT=1423.69

DEPTH=16.49'

EX. SANITARY MH-5

RIM EL.=1439.64

W 4" PVC(DROP) I.E.IN=1434.54

W 4" PVC I.E.IN=1424.35

S 8" PVC I.E. IN=1424.34

NE 8" PVC I.E. OUT=1424.30

DEPTH=15.34'

EX. SANITARY MH-6

RIM EL.=1437.20

NW 8" PVC I.E.IN=1433.26

SE 8" PVC I.E.OUT=1433.16

DEPTH=4.04'

LIGHT POLE

SANITARY MANHOLE

UTILITY PEDESTAL

UTILITY VAULT

WATER VALVE

FIRE HYDRANT

DECIDUOUS TREE

P-BUR UNDERGROUND POWER

LEGEND

FO FO FIBER OPTIC

WATER LINEW

T-BUR T-BUR UNDERGROUND TELEPHONE

GEO-SAMPLE INTENDED LOCATION

CULVERT

S SANITARY SEWER

MAJOR CONTOUR 1425

1437 MINOR CONTOUR

XC CHAINLINK FENCE

SANITARY SEWER CLEANOUTCO

DIRECTION / INVERT ELEVATIONN I.E.

POINT #

10001

10002

10003

10004

10005

10006

10007

10008

10009

10010

10011

10012

10013

10014

10015

10016

NORTHING

632123.7351

632091.6051

632071.1248

632155.0935

632025.8545

631993.7244

631973.2441

632057.2128

631927.9738

631895.8438

631875.3635

631959.3322

631830.0932

631797.9631

631777.4828

631861.4515

EASTING

2203504.2708

2203507.8910

2203559.0841

2203549.6231

2203515.2993

2203518.9195

2203570.1126

2203560.6516

2203526.3278

2203529.9480

2203581.1411

2203571.6801

2203537.3563

2203540.9765

2203592.1696

2203582.7086

POINT #

10017

10018

10019

10020

10021

10022

10023

10024

10025

10026

NORTHING

632161.0557

632163.8774

632066.9705

632064.1688

631969.0898

631966.2882

631871.2373

631868.4367

631774.3799

631771.5221

EASTING

2203548.9510

2203573.8149

2203584.7336

2203559.8678

2203595.7621

2203570.8967

2203606.7874

2203581.9215

2203617.7006

2203592.8552

CONCRETE DRIVEWAY - 155.5 CY.

CIVIL SITE PLAN KEY NOTES

CONCRETE DRIVEWAY - 145.5 CY.

CONCRETE DRIVEWAY - 149.5 CY.

CONCRETE DRIVEWAY - 147 CY.

CHAINLINK ITEM, 4 FEET HIGH FENCE - 565 LF.

CHAINLINK ITEM, 4 FEET WIDE FENCE - 8 EA.

CHAINLINK ITEM, 10 FEET WIDE FENCE - 8 EA.

Checked By Drawn By

Project Status Issue Date

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

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

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 Jun 13, 2024.