Attachment 4 Civil Plans.pdf
PDF 8 MB Posted
- Attached to
- Fort Thompson Duplex Construction
- Solicitation number
- 75H70125R00076
About this file
These documents are construction design plans for the Indian Health Service (IHS) Great Plain Area Duplex Building and Site Locations project, covering five locations: Pine Ridge, Kyle, Wanblee, Fort Thompson, and an unspecified fifth location. The project involves designing and installing duplex housing units with associated site infrastructure, including utilities (water, sanitary sewer, electrical), grading, access roads, driveways, and site improvements. Each location's plan set includes existing conditions, removals, civil site plans, utility plans, grading plans, and technical details for infrastructure components like water services, sanitary sewer connections, hydrants, manholes, curbs, gutters, and site access.
The project is being executed by Short Elliott Hendrickson, Inc. (SEH) for the Indian Health Services, Department of Health and Human Services, Division of Engineering Services, located in Seattle, Washington. The construction documents are dated July 18, 2022, and include detailed engineering drawings with precise site measurements, elevation data, utility specifications, and technical installation details. The plans cover multiple technical aspects such as water line layouts, sanitary sewer alignments, site grading, trench details, and specific construction specifications for each project location, indicating a comprehensive approach to developing housing infrastructure in these areas.
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Text version
P-BUR
T-BUR
T-BUR
T-BUR
T-BUR
TV-BUR
3280.47
CPT SEH OPC SITE BMK
3283.70
CPT SEH OPC
3279.69
CPT SEH OPC
S
S
S
PP
PP
XC
TV-BUR
TV-BUR
TV-BUR
TV-BUR
TV-BUR
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-BUR
P-BUR
P-BUR
P-BUR
P-BUR
P-BUR
T-
BU
R
T-BUR
T-BUR
XC
XC
XC
S S
S S
S
S
S S
S S
S
S S
BM
328332843285
32783277
W
W
W W
W
W
W
W
W W
W
E T
T
TV
E
CONCRETE PAVEMENTEX. CONCRETE SIDEWALK
CONC. CURB & GUTTER
FENCE
FENCE (ATHLETIC
FIELD BACKSTOP)
EX. C
O
N C
R
ETE SID
EW
ALK
EX
. 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
EX
. 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
S
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
DU
PL
EX
B
UI
LD
IN
G
SI
TE
L
OC
AT
IO
NS
Ind ian
H ea lth S er vic e - G
RE
AT
P
LA
IN
A
RE
A
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C001
164945
07.18.2022CONSTRUCTION DOCUMENTS
JDH
SSA
7/1 8/2
2 1
:45 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
MS
, S uit e 1
Se att le, W as hin gto n
4-
EXISTING CONDITIONS PLAN
Feet 0 20 40
PINE RIDGE - EXISTING CONDITIONS PLAN1
2955.69
CPT SEH OPC
2940.13
CPT SEH OPC SITE BMK
2945.82
CPT SEH OPC
S
S
T
S
PP S
S
S
S
S
S
P-BUR
P-BUR
P-BUR
X
X
P-
BU
R P-
BU
R
XC
XC
XC
XC
XC
X
X
X
X
X
X
X
X
X
X
X
X
X
BM
51 2952
WAPIYAPI AVE
W
W
W
W
W
W
W
P-BURP-BURP-BURP-BURP-BURP-BUR
P-BUR
TV
T
E
TV-BUR
T-BUR
T-BUR
P-BUR
P-BUR
P-BUR
P-BUR
T-BUR
T-BUR
P-BUR
P-BUR
P-BUR
TV-BUR
ASPHALTIC PAVEMENT
FENCE
FENCE
CONC. CURB &
GUTTER
FENCE
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.IN=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
VC
EX 6" PVC
EX 8" PVC
EXISTING
ASPHALT
DRIVEWAY
BOLLARDS (2)
EXISTING
ASPHALT
DRIVEWAY
M
AIN
ST
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
S
X BARBWIRE FENCE
E
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C002
164945
07.18.2022CONSTRUCTION DOCUMENTS
JDH
SSA
7/1 8/2
2 1
:45 P
M
DU
PL
EX
B
UI
LD
IN
G
SI
TE
L
OC
AT
IO
NS
Ind ian
H ea lth S er vic e - G
RE
AT
P
LA
IN
A
RE
A
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
4-
KYLE
EXISTING CONDITIONS PLAN
Feet 0 30 60
KYLE - EXISTING CONDITIONS PLAN2
GRAVEL ROAD
EX. 8" PVC
EX. 6" PVC
P-OH
P-OH
P-OH
P-OHP-OHP-OHP-OH
P-OH
P-OH
2644.01
CPT SEH OPC GPS BASE
2642.83
CPT SEH OPC
2646.78
CPT SEH OPC SITE BMK
S
S
P P P
P P
C
OC
O
C O
C O C O
XC
P- O
H
P- O
H
P- O
H
P- O
H
P- O
H
P- O
H P-
O H
BM
2ND AVE
C
AM
P AVE
45 26
2645 2645 2646 2645
S S S S S
W W W W W W
S S
S S
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XCXCXCXCXCXCXCXC
XC
XC
XC P-O
H
P-O H
T-BUR
T-BUR T-BUR
T-
BU
R
T-BU
R
T-BU
R
T-BU
R
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-BUR
T-BUR T-BUR
T-BUR T-BUR T-BUR
T-
BU
R T-
BU
R
T-
BU
R T-
BU
R
T-BUR
T-BUR
T-BUR
T-BU
R
T-BU
R
TV-BUR
TV-BUR
TV-BUR
TV
-B
U R
T
TV
T TV
P-O H
T-BUR T-BUR T-BUR
XC
FENCE (TYP.)
SHED
FENCE (TYP.)
FENCE (TYP.)
SHED
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)
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
S
CO
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C003
164945
07.18.2022CONSTRUCTION DOCUMENTS
JDH
SSA
7/1 8/2
2 1
:45 P
M
DU
PL
EX
B
UI
LD
IN
G
AN
D
SI
TE
L
OC
AT
IO
NS
Ind ian H ea lth
S er vic e -
G
RE
AT
P
LA
IN
A
RE
A
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
WANBLEE - EXISTING CONDITIONS PLAN3
1437.02
CPT SEH OPC SITE BMK
1439.46
CPT SEH OPC
S
S
S
PP
S
S
S
T-
BU
R
P-BUR
P-BUR FOFOFO
FO
FO
FO
FO
FO
S S
S S
S
S S
S S
S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
BM
IHS DRIVE
BU
R
TO
N
STEPP LO
O
P
361436
143714
W
W
W
W
W
W W W W
EC
TR
L
E
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
FO
FO
FO
FO
FO
FO
FO
FO
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
EX
. 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)
EX
. 8
" P
VC
EX
. 6
" P
VC
EX
. 8
" P
VC
EX
. 6
" P
VC
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
S
E
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C004
164945
JDH
SSA
07.18.2022
7/1 8/2
2 1
:45 P
M
CONSTRUCTION DOCUMENTS
DU
PL
EX
B
UI
LD
IN
G
SI
TE
L
OC
AT
IO
NS
Ind ian
H ea lth S er vic e - G
RE
AT
P
LA
IN
A
RE
A
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
4-
FT THOMPSON
EXISTING CONDITIONS PLAN
Feet
FT THOMPSON - EXISTING CONDITIONS PLAN4
T-BUR
T-BUR
T-BUR
TV-BUR
3280.47
CPT SEH OPC SITE BMK
3283.70
CPT SEH OPC
S
S
S
PP
PP
XC
TV-BUR
TV-BUR
TV-BUR
TV-BUR
TV-BUR
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-BUR
P-BUR
P-BUR
P-BUR
P-BUR
P-BUR
T-
BU
R
T-BUR
T-BUR
XC
XC
XC
S S
S S
S
S
S S
S S
S
S S
BM
328332843285
32783277
W
W
W W
W
W
W
W
W W
W
E T
T
TV
E
CONCRETE PAVEMENT
EX. CONCRETE SIDEWALK
CONC. CURB & GUTTER
FENCE
FENCE (ATHLETIC
FIELD BACKSTOP)
EX. C
O
N C
R
ETE SID
EW
ALK
EX
. 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
S
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.
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C101
164945
07.18.2022CONSTRUCTION DOCUMENTS
JDH
SSA
7/1 8/2
2 1
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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
MS
, S uit e 1
Se att le, W as hin gto n
4-
REMOVALS PLAN
Feet 0 20 40
PINE RIDGE - REMOVALS PLAN1
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CPT SEH OPC
2940.13
CPT SEH OPC SITE BMK
2945.82
CPT SEH OPC
S
T
PP
S
S
S
S
P-BUR
P-BUR
P-BUR
X
X
P-
BU
R P-
BU
R
XC
XC
XC
XC
X
X
X
X
X
X
X
X
X
X
X
BM
51 2952
WAPIYAPI AVE
W
W
W
W
W
W
W
P-BURP-BURP-BURP-BURP-BURP-BUR
P-BUR
ASPHALTIC PAVEMENT
EX 8" P
VC
EX 6" PVC
EX 8" PVC
M
AIN
ST
FENCE
FENCE
CONC. CURB &
GUTTER
FENCE
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
BOLLARD
EXISTING
ASPHALT
DRIVEWAY
EXISTING
ASPHALT
DRIVEWAY
12" CMP
W I.E. IN=2937.57
E I.E. OUT=2935.00
SAWCUT AT
NEAREST JOINT,
TYP
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.
RELOCATION TO ACCOMMODATE INSTALLATION OF WATER
LINE - HYDRANT.
RELOCATION TO ACCOMMODATE INSTALLATION OF WATER
LINE - BOLLARDS.
RELOCATION TO ACCOMMODATE INSTALLATION OF WATER
LINE - LIGHT POLE.
RELOCATION TO ACCOMMODATE INSTALLATION OF WATER
LINE - UNDERGROUND POWER.
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- ASPHALT PAVEMENT - 9 CY.
REMOVAL TO INSTALL DRIVEWAY- ASPHALT PAVEMENT - 9 CY.
REMOVAL TO INSTALL DRIVEWAY- ASPHALT PAVEMENT - 9 CY.
REMOVAL TO INSTALL DRIVEWAY- ASPHALT PAVEMENT - 9 CY.
REMOVAL TO INSTALL DRIVEWAY- CURB & GUTTER - 41 LF.
REMOVAL TO INSTALL DRIVEWAY- CURB & GUTTER - 41 LF.
REMOVAL TO INSTALL DRIVEWAY- CURB & GUTTER - 41 LF.
REMOVAL TO INSTALL DRIVEWAY- CURB & GUTTER - 41 LF.
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
S
X BARBWIRE FENCE
E
DIRECTION / INVERT ELEVATIONN I.E.
FULL DEPTH SAWCUT
CONCRETE PAVEMENT REMOVAL
ASPHALT PAVEMENT REMOVAL
CURB & GUTTER PAVEMENT REMOVAL
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C102
164945
07.18.2022CONSTRUCTION
DOCUMENTS
JDH
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7/1 8/2
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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.
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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
4-
KYLE
REMOVALS PLAN
Feet 0 30 60
KYLE - REMOVALS PLAN2
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P-OH
P-OH
P-OHP-OHP-OHP-OH
P-OH
P-OH
2644.01
CPT SEH OPC GPS BASE
2642.83
CPT SEH OPC
2646.78
CPT SEH OPC SITE BMK
S
S
P P P
P P
C
OC
O
C O
C O C O
XC
P- O
H
P- O
H
P- O
H
P- O
H
P- O
H
P- O
H P-
O H
BM
2ND AVE
C
AM
P AVE
45 26
2645 2645 2646 2645
S S S S S
W W W W W W
S S
S S
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XCXCXCXCXCXCXCXC
XC
XC
XC P-O
H
P-O H
T-BUR
T-BUR T-BUR
T-
BU
R
T-BU
R
T-BU
R
T-BU
R
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-BUR
T-BUR T-BUR
T-BUR T-BUR T-BUR
T-
BU
R T-
BU
R
T-
BU
R T-
BU
R
T-BUR
T-BUR
T-BUR
T-BU
R
T-BU
R
TV-BUR
TV-BUR
TV-BUR
TV
-B
U R
T
TV
T TV
P-O H
T-BUR T-BUR T-BUR
XC
FENCE (TYP.)
SHED
GRAVEL ROAD
EX. 8" PVC
EX. 6" PVC
FENCE (TYP.)
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)
BOLLARDS (3)
SANITARY SEWER
CLEANOUTS (2), TYP
EDGE OF
ASPHALT
SHED
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
S
CO
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 - 33 LF.
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C103
164945
07.18.2022CONSTRUCTION
DOCUMENTS
JDH
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7/1 8/2
2 1
:46 P
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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
4-
WANBLEE
REMOVALS PLAN
Feet 0 20 40
WANBLEE - REMOVALS PLAN3
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CPT SEH OPC SITE BMK
1439.46
CPT SEH OPC
S
S
S
PP S
S
T-
BU
R
P-BUR
P-BUR FOFOFO
FO
FO
FO
FO
FO
S S
S S
S S
S S
S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
W W
W W
W W
W W
W W
W W
W W
W
BM
IHS DRIVE
143714
W
W
W
W
W
W W W W
EC
TR
L
E
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
T-
BU
R
FO
FO
FO
FO
FO
FO
FO
FO
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
S
E
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C104
164945
JDH
SSA
07.18.2022
7/1 8/2
2 1
:46 P
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CONSTRUCTION
DOCUMENTS
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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
4-
FT THOMPSON
REMOVALS PLAN
Feet 0 20 40
FT THOMPSON - REMOVALS PLAN4
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T-BUR
T-BUR
TV-BUR
3280.47
CPT SEH OPC SITE BMK
3283.70
CPT SEH OPC
S
S
S
PP
PP
XC
TV-BUR
TV-BUR
TV-BUR
T-BUR
T-BUR T-BUR
T-BUR
T-BUR
T-BUR
T-BUR
P-BUR
P-BUR
P-BUR
S S
S S
S
S
S S
S S
S
S
BM
W
W
W W
W
W
W
W
W W
W
TH
CONCRETE PAVEMENT
EX. CONCRETE SIDEWALK
CONC. CURB & GUTTER
TH
TH
XC
XC
CONCRETE DRIVEWAY
10.0'
30.0'
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
33.7'
.0
' T
YP
30.0'
EX. 8" PVC
EX. 6" PVCEX. C
O
N C
R
ETE SID
EW
ALK
XC
XC
EX
. 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'
S
S
S
W
W
W W
W
W
W
W
W W
W
W W
S
S
W
W
S
S S
W
W
W
S
S
S S
W
CB
CO
CO
CO
CO
CO
CO
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
TH
MAJOR CONTOUR 3280
3277 MINOR CONTOUR
XC CHAINLINK FENCE
S
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
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C201
164945
07.18.2022CONSTRUCTION DOCUMENTS
JDH
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H ea lth S er vic e - G
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A
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
MS
, S uit e 1
Se att le, W as hin gto n
4-
CIVIL SITE PLAN
Feet 0 20 40
PINE RIDGE - CIVIL SITE PLAN1
AutoCAD SHX Text
FENCE POINT TABLE
AutoCAD SHX Text
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BUILDING POINT TABLE
snewbrough Text Box 00N45 snewbrough Text Box
FUTURE DUPLEX 00N43
snewbrough Text Box
FUTURE DUPLEX 00N41
csawatzky Line csawatzky Line csawatzky Text Box EXTEND AND CAP UTILITIES 12' FROM BACK OF CURB. POUR DRIVEWAY APPROACH AND SLAB TO 12' FROM BACK OF CURB.
2940.13
CPT SEH OPC SITE BMK
2945.82
CPT SEH OPC
S
T
S
S
S
S
S
S
X
X
P-
BU
R P-
BU
R
XC
XC
XC
XC
XC
X
X
X
X
X
X
BM
W
W
W
W
W
W
W
TV-BUR
T-BUR
T-BUR
P-BUR
P-BUR
P-BUR
T-BUR
P-BUR
TH
TH
TH
TH TH
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XCXC
XCXC
XC
XC
XC
XC
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 W
S S
W W
S S
W
S
S W
S
S
W
W W
W W
W W
P-BUR
P-BUR
S
SLS
S S
C O
C O
C O
C
OC
OC
O
C O
C O
C O C
O
CONC. CURB &
GUTTER
EXISTING
ASPHALT
DRIVEWAY
FENCE
FENCE
RELOCATED
BOLLARDS (2)
FM
S
S
S
FM
FM
S S S S
FMFMFM
5.
0'
W W W W W W
W
W
P-BURP-BURP-BURP-BURP-BURP-BURP-BUR
P-BUR P-BUR P-BUR
P-BUR
5.
0'
EXISTING
ASPHALT
DRIVEWAY
2940.13
CPT SEH OPC SITE BMK
2945.82
CPT SEH OPC
S
T
S
S
S
S
S
S
X
X
P-
BU
R P-
BU
R
XC
XC
XC
XC
XC
X
X
X
X
X
X
BM
W
W
W
W
W
W
W
TV-BUR
T-BUR
T-BUR
P-BUR
P-BUR
P-BUR
T-BUR
P-BUR
TH
TH
TH
TH TH
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XCXC
XCXC
XC
XC
XC
XC
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
VC
EX 6" PVC
EX 8" PVC
ASPHALTIC PAVEMENT
.0
TY
P.
.0
TY
P.
)30.0'
30.0'
.0
' T
YP
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
10.0' (TYP.)
5.5' (TYP.)
32.3'
.0
.4
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
8.
0'
T
YP
CONCRETE PAVEMENT
PATCHBACK. REFER TO TYPICAL
DETAIL ON SHEET C602
M
AIN
ST
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
S
X BARBWIRE FENCE
TH
E
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 - CURB & GUTTER - 41 LF.
DRIVEWAY ITEMS - CURB & GUTTER - 41 LF.
DRIVEWAY ITEMS - CURB & GUTTER - 41 LF.
DRIVEWAY ITEMS - CONCRETE PAVEMENT - 147.5 SY.
CONCRETE PAVEMENT, PATCH BACK - 9 CY.
CONCRETE PAVEMENT, PATCH BACK - 9 CY.
CONCRETE PAVEMENT, PATCH BACK - 9 CY.
CONCRETE PAVEMENT, PATCH BACK - 9 CY.
DRIVEWAY ITEMS - CURB & GUTTER - 41 LF.
DRIVEWAY ITEMS - CONCRETE PAVEMENT - 147.5 SY.
DRIVEWAY ITEMS - CONCRETE PAVEMENT - 147.5 SY.
DRIVEWAY ITEMS - CONCRETE PAVEMENT - 147.5 SY.
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C202
164945
07.18.2022CONSTRUCTION DOCUMENTS
JDH
SSA
7/1 8/2
2 1
:47 P
M
DU
PL
EX
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Ind ian
H ea lth S er vic e - G
RE
AT
P
LA
IN
A
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A
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
4-
KYLE
CIVIL SITE PLAN
Feet 0 30 60
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
KYLE - CIVIL SITE PLAN2
AutoCAD SHX Text
BUILDING POINT TABLE
AutoCAD SHX Text
FENCE POINT TABLE
AutoCAD SHX Text
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AutoCAD SHX Text snewbrough Text Box 00022 snewbrough Text Box 00021 snewbrough Text Box 00023 snewbrough Text Box 00024 snewbrough Text Box
FUTURE DUPLEX 00025
csawatzky Line csawatzky
EXTEND AND CAP UTILITIES 12' FROM BACK OF CURB. POUR DRIVEWAY APPROACH AND SLAB TO 12' FROM BACK OF CURB.
2644.01
CPT SEH OPC GPS BASE
2642.83
CPT SEH OPC
2646.78
CPT SEH OPC SITE BMK
S
S
P P P
P P
P
C
OC
O
C O
C O C O
BM
2ND AVE
C
AM
P AVE
W
W W
W
S
W
S
WS
S
W
W
TH
TH
TH TH
W W
W W
W W
W W
S S
W
W W
S S
S
W
W
W W
W
C
OC
O
C O
C O
C O
C O
C O
C O
TV-BUR
TV
T
T-BUR
T-BUR
T-BUR
T-BUR
P-OH
P-OH
P-OH
P-OHP-OHP-OHP-OH
P-OH
P-OH
2644.01
CPT SEH OPC GPS BASE
2642.83
CPT SEH OPC
2646.78
CPT SEH OPC SITE BMK
S
S
P P P
P P
C
OC
O
C O
C O C O
XC
P- O
H
P- O
H
P- O
H
P- O
H
P- O
H P-
O H
BM
S S S S S
W W W W W W
S S
S S
XC
XC
XC
XC
XCXCXCXCXCXCXCXC
XC
XC
XC P-O
H
P-O H
T-BUR
T-BUR T-BUR
T-
BU
R
T-BU
R
T-BU
R
T-BU
R
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-BUR T-BUR
T-BUR
T-BUR
T-BUR
T-BU
R
T-BU
R
TV-BUR
TV-BUR T
TV
P-O H
T-BUR T-BUR T-BUR
FENCE
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
EN
T
GRAVEL ROAD
XC
CONCRETE DRIVEWAY
PROPOSED DUPLEX
BUILDING (TYP.)
4' HIGH CHAINLINK
FENCE (TYP.)
XCXCXCXCXCXCXCXCXCXCXCXC
XC
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)
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
SHED
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
TH
MAJOR CONTOUR 2645
2643 MINOR CONTOUR
XC CHAINLINK FENCE
S
CO
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.
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
CONTROL STATEMENT
BASIS OF ELEVATIONS:
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.
R
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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C203
164945
07.18.2022CONSTRUCTION
DOCUMENTS
JDH
SSA
7/1 8/2
2 1
:47 P
M
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Ind ian
H ea lth S er vic e - G
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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
4-
WANBLEE
CIVIL SITE PLAN
Feet 0 20 40
TYP.
TYP.
TYP.
TYP.
TYP.
WANBLEE - CIVIL SITE PLAN3
AutoCAD SHX Text
BUILDING POINT TABLE
AutoCAD SHX Text
FENCE POINT TABLE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text snewbrough Text Box 00N16 snewbrough Text Box 00N17 snewbrough Text Box 00N18 csawatzky Text Box EXTEND AND CAP UTILITIES 12' FROM BACK OF CURB. POUR DRIVEWAY APPROACH AND SLAB TO 12' FROM BACK OF CURB.
csawatzky Line snewbrough
FUTURE DUPLEX 00N19
GRAVEL ROADGRAVEL ROADGRAVEL ROAD
TH
TH
TH
TH
14.0'
5.5' TYP.
CONCRETE DRIVEWAYCONCRETE DRIVEWAYCONCRETE DRIVEWAY
.0
' T
YP
48.2' (TYP.)
XCXCXCXC
CONCRETE DRIVEWAY
14.0'
49.3' (TYP.)
6.0' 6.0'
.0
' T
YP
.0
' T
YP
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
EX
. 8
" P
VC
EX
. 6
" P
VC
10' WIDE CHAINLINK
GATE (TYP.)
4' WIDE CHAINLINK
GATE (TYP.)
.0
TY
P.
EX
. 8
" P
VC
EX
. 6
" P
VC
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
S
S
S
P-BUR
P-BUR FOFOFO
FO
FO
FO
FO
FO
S S
S S
S
S
S
S
S
S
S
S
W W
W
BM
W
W
W
W W W W
TH
TH
TH
TH
EC
TR
L
E
T-
BU
R
FO
FO
W W W W W W W W
S S S S S S S S S S
W
S S
W
S S
W
S S
W
S S
W
S S
W
S S
W
S S
W
S S
S S
T-BUR
T-BUR
T-BUR
T-BUR
T-
BU
R T-
BU
R
T-
BU
R T-
BU
R
T-
BU
R
FO
FO
FO
FO
FO
FO
T-
BU
R
C O
C O
C O
C O
C O
C O
C O
C O
E I.E.IN=1435.73
CONC. CURB & GUTTER
EXISTING
RESIDENCE
EX
. 8
" P
VC
EX
. 6
" P
VC
EX
. 8
" P
VC
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
S
SANITARY SEWER CLEANOUTCO
DIRECTION / INVERT ELEVATIONN I.E.
TH
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 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
Sh or t E llio tt H en dr ick so n, Inc
Al l R igh ts
Re se rve d
CO
PY
RI
GH
T
SHEET TITLE
REVISION SCHEDULE
REV. # DESCRIPTION DATE
Pl ot da te: C204
164945
JDH
SSA
07.18.2022
7/1 8/2
2 1
:48 P
M
CONSTRUCTION
DOCUMENTS
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 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.
DU
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Ind ian
H ea lth S er vic e - G
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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
4-
FORT THOMPSON
CIVIL SITE PLAN
Feet 0 20 40
(TYP.) (TYP.)
(TYP.)
FORT THOMPSON - CIVIL SITE PLAN4
AutoCAD SHX Text
BUILDING POINT TABLE
AutoCAD SHX Text
FENCE POINT TABLE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text rgriffith…
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