W9128F21B0020 Am0001 - Dwgs - VOLUME II.PDF

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Attached to
W9128F21B0020 - Lower Brule Natural Resource Protection Ecosystem Restoration Phase II Federal contract opportunity
Solicitation number
8194
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI ·

This document provides details of a federal solicitation opportunity for ecosystem restoration services. The Lower Brule Sioux Tribe is seeking bids for Phase II of the Lower Brule Natural Resource Protection Ecosystem Restoration project. Services required include placement of a breakwater structure using geotextiles, aggregate surface course and clay fill, as well as native plantings and multiple recreation features. The primary NAICS code is 237990 for other heavy and civil engineering construction. Responses are due under Solicitation Number 8194 issued by the Department of the Army Corps of Engineers Omaha District. This is a 100% small business set-aside opportunity.

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Other files for this federal contract opportunity

Other files attached to W9128F21B0020 - Lower Brule Natural Resource Protection Ecosystem Restoration Phase II, newest first.
File Type Posted
Bid Abstract W9128F21B0020.pdf PDF
Amdt 0002 Solicitation W9128F21B0020.pdf PDF
Section 31 00 00 Earthwork Amdt 0002.pdf PDF
Amdt 0001 Solicitation W9128F21B0020.pdf PDF
W9128F21B0020 Am0001 -Dwgs - VOLUME I.pdf PDF
Dwgs Vol 1 Shoreline Protection Phase 2 Lover Brule W9128F21B0020.pdf PDF
Specs Shoreline Protection Phase 2 Lower Brule W9128F21B0020.pdf PDF
Dwgs Vol 2 Shoreline Protection Phase 2 Lower Brule W9128F21B0020.pdf PDF
W9128F21B0020 Lower Brule Ecosystem Restoration Phase 2.pdf PDF

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ONE VAULT TOILET (BUILDING, CONCRETE SLAB, AND FOOTINGS),

WATER SERVICE: PIPE, VALVES, FITTINGS, METER PIT, ETC.

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RIP-RAP SLOPE PROTECTION IN BEACH AREA

AGGREGATE BASE COURSE FOR SAND BEACH

AND ENTRY ROAD

AGGREGATE SURFACING FOR PARKING AREA, PEDESTRIAN TRAIL,

CULVERT PIPE, AND MISC. GRADING

ENTRY ROAD IMPROVEMENTS: ASPHALT PAVEMENT, CONCRETE

BID OPTION 2 BOUNDARY

BID OPTION 2 BOUNDARY

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BID OPTION 5

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AND BASKETBALL COURT AREA.

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BID OPTION NUMBER

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TABLES, AND TWO PARK BENCHES

FOOTINGS), TWO TRASH RECEPTACLES, TWO GRILLS, TWO PICNIC

TWO SMALL PICNIC SHELTERS (CANOPY, CONCRETE SLAB, AND

HYDRANT

TRASH RECEPTACLE, ELECTRICAL OUTLET, LIGHTING, AND YARD

ONE VAULT TOILET (BUILDING, CONCRETE SLAB, AND FOOTINGS),

PICNIC TABLES

FOOTINGS), ONE TRASH RECEPTACLE, TWO GRILLS, AND FOUR

ONE LARGE PICNIC SHELTER (CANOPY, CONCRETE SLAB, AND

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FOOTINGS, TABLES, TRASH RECEPTACLE, ELECTRICAL OUTLET,

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CLIN DESCRIPTION/ASSOCIATION

BID OPTION NUMBER

RECREATION AREA BID OPTIONS BY CONTRACT LINE ITEM NUMBER

5 0030

BASKETBALL COURT AND TWO PARK BENCHES

HORSESHOE PIT AND ONE PARK BENCH

BID OPTION 3 AREA

GUARDRAIL OR OTHERWISE AS NOTED

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SEE BASE BID DRAWINGS

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4. SEE SHEET CS401 FOR LARGE SCALE GUARDRAIL PLAN.

BE SURFACED OTHERWISE SHALL BE SEEDED AND MULCHED AS SPECIFIED.

3. ALL GRADED AREAS DISTURBED BY CONSTRUCTION AND NOT INDICATED TO

THE CONTRACTOR DEPICT THE GENERAL DESIRED LOCATION.

2. COORDINATES FOR SITE FEATURES TO BE PROVIDED BY

BUILDING EXTERIOR OR SUPPORTING CONCRETE SLAB.

1. UNLESS OTHERWISE INDICATED, COORDINATES DEPICT THE EXTENT OF THE

GENERAL NOTES:

KEYNOTE LEGEND:

BOAT RAMP

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21 YARD HYDRANT CONCRETE SPLASH PAD

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4. SEE SHEET CS501 FOR GUARDRAIL DETAILS.

AT END OF GUARDRAIL SEGMENT.

3. COORDINATES SHOWN CORRESPOND TO FINAL POST LOCATION

VEHICLUAR TRAFFIC IS EXPECTED.

2. "W" BEAM SHALL BE MOUNTED TO FACE TOWARD AREAS WHERE

NOTED WITH AN ASERISK (*).

TO THE FREE END OF THE W-BEAM GUARDRAIL IN LOCATIONS

1. A "W" BEAM FLARED END TERMINAL SECTION SHALL BE ATTACHED

A U

G U

S T

/1

/2

A M

G

E N

E R

A L R

E V

IS

IO

EX. POWER POLE

EX. POWER POLE

EX. WOOD FENCE

SEE SHEET CG201

CULVERT 1

+1434.0'

+1434.0' +1432.87'

+1432.87'

SLAB GRADE +1430.00'

SLAB GRADE +1429.50'

SLAB GRADE +1429.25'

SLAB GRADE +1432.50'

EX. POWER POLE

EX. POWER POLE

EX. POWER POLE

EX. POWER POLE

EX. WOOD FENCE

EX. PLAYGROUND

EX. GRAVEL SURFACING

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

C G

C G

E

C G

C G

E

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

14251426

CG101 CG301

CG101 CG301

C

D

CG102 CG301 CG101 CG301

C D

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®of Engineers

US Army Corps

U .S

A R

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W E

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ROCK LEVEE

EX. PLAYGROUND

EX. ASPHALT SURFACING

EX. GRAVEL SURFACING

EX. GRAVEL SURFACING

L

IT

T L E B

E N

D R

D

TREE

LI

NE

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS103

102101

NORTH

PLAN

T R

U E N

KEY PLAN SCALE: 1' = 200'

MINOR CONTOUR

EXISTING CONTOUR

MAJOR CONTOUR1645

CP

LEGEND:

PIPE CULVERT

8. SEE SHEET CG301 FOR SITE GRADING SECTIONS.

7. SEE SHEET CG201 FOR STORM DRAIN PROFILES AND DETAILS.

PRESENT.

CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE

6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE

SHALL BE TOPSOILED (4 INCHES) AND SEEDED.

5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED

BE STRIPPED TO A DEPTH OF 4 INCHES.

4. EXISTING TOPSOIL WITHIN AREAS OUTSIDE OF WATER TO BE GRADED SHALL

SEA LEVEL DATUM NAVD 88.

3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS REFER TO MEAN

INDICATED. CONTOUR INTERVAL IS 1-FOOT.

2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE

INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.

1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE

GENERAL NOTES:

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:11:26 PM 8/18/2021

R

C G

.d

A H

A

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C

A P

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O L A

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F

IL

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R

F

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CG102

A N

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W C D

A V

E N

P O

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W C D

A V

E N

P O

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W C D

A V

E N

P O

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20' 40'0

NORTH

PLAN

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SCALE: 1' = 20'

A R

E A

S

IT

E G

R A

D

IN

G P

L A

N

(B

ID

O

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N

W F

B

A U

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/1

/2

A M

G

E N

R E

A L R

E V

IS

IO

ROCK LEVEE

TREE

LI

NE

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

C G

C G

F

C G

C G

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9%

13%

9%

13%

13%

9%

S O

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US Army Corps

U .S

A R

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W E

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FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS103

102101

NORTH

PLAN

T R

U E N

KEY PLAN SCALE: 1' = 200'

MINOR CONTOUR

EXISTING CONTOUR

MAJOR CONTOUR1645

CP

LEGEND:

PIPE CULVERT

8. SEE SHEET CG301 FOR SITE GRADING SECTIONS.

7. SEE SHEET CG201 FOR STORM DRAIN PROFILES AND DETAILS.

PRESENT.

CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE

6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE

SHALL BE TOPSOILED (4 INCHES) AND SEEDED.

5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED

BE STRIPPED TO A DEPTH OF 4 INCHES.

4. EXISTING TOPSOIL WITHIN AREAS OUTSIDE OF WATER TO BE GRADED SHALL

SEA LEVEL DATUM NAVD 88.

3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS REFER TO MEAN

INDICATED. CONTOUR INTERVAL IS 1-FOOT.

2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE

INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.

1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE

GENERAL NOTES:

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:16:35 PM 8/18/2021

R

C G

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A H

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C

A P

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F

IL

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U M

B E

R

F

IL

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20' 40'0

NORTH

PLAN

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SCALE: 1' = 20'

CG103

A N

S I

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W C D

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W C D

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W C D

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G P

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(B

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: 1

5 : 1

S O

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U .S

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EX. PLAYGROUND

EX. ASPHALT SURFACING

EX. GRAVEL SURFACING

EX. GRAVEL SURFACING

EX. POWER POLE

EX. POWER POLE

EX. POWER POLE

EX. POWER POLE

EX. WOOD FENCE

L

IT

T L E B

E N

D R

D

TREE

LI

NE

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS103

102101

NORTH

PLAN

T R

U E N

KEY PLAN SCALE: 1' = 200'

MINOR CONTOUR

EXISTING CONTOUR

MAJOR CONTOUR1645

CP

LEGEND:

PIPE CULVERT

8. SEE SHEET CG301 FOR SITE GRADING SECTIONS.

7. SEE SHEET CG201 FOR STORM DRAIN PROFILES AND DETAILS.

PRESENT.

CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE

6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE

SHALL BE TOPSOILED (4 INCHES) AND SEEDED.

5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED

BE STRIPPED TO A DEPTH OF 4 INCHES.

4. EXISTING TOPSOIL WITHIN AREAS OUTSIDE OF WATER TO BE GRADED SHALL

SEA LEVEL DATUM NAVD 88.

3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS REFER TO MEAN

INDICATED. CONTOUR INTERVAL IS 1-FOOT.

2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE

INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.

1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE

GENERAL NOTES:

R

C G

.d

A H

A

N E

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

F

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A M

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20' 40'0

NORTH

PLAN

T R

U E N

SCALE: 1' = 20'

CG104

A N

S I

D

W C D

A V

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P O

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W C D

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W C D

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IN

G P

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)SEE BASE BID DRAWINGS(

GRADINGBREAKWATER WIM AREAS

A U

G U

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(BID OPTION)

LIMITS OF BOAT RAMP GRADING

(SEE BASE BID DRAWINGS)

SWIM AREA BREAKWATER GRADING

/1

/2

A M

G

E N

E R

A L R

E V

IS

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POWER POLE

WATERLINE "A"

WATERLINE "B"

YARD HYDRANT

GATE VALVE

HYDRANT

YARD

ROCK LEVEE

TREE

LI

NE

9+

+0

+0

8+

9+

9+

9+

+2

+5

+7

+2

22+00

22+25

22+50

22+75

STA. 22+78.59

POE

STA. 11+25.00

POE

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

S O

L

IC

IT

A T

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N N

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B

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

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F E

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A H

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FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS

FOR IN-WATER CONSTRUCTION

SEE BASE BID DRAWINGS103

102101

NORTH

PLAN

T R

U E N

KEY PLAN SCALE: 1' = 200'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:26:42 AM 8/19/2021

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C

A P

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20' 40'0

NORTH

PLAN

T R

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SCALE: 1' = 20'

CU103

A N

S I

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W C D

A V

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P O

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W C D

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/2

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N S

GENERAL
G-005BID OPTIONS 2 THROUGH 5, RECREATION AREA (1)
SITE/CIVIL
CS100OVERALL SITE PLAN (BID OPTION) (1)
CS103SITE PLAN - AREA 103 (BID OPTION) (1)
CS401GUARDRAIL PLAN - SHEET 1 OF 2 - (BID OPTION) (1)
CS402GUARDRAIL PLAN - SHEET 2 OF 2 - (BID OPTION) (1)
CG102SITE GRADING PLAN - AREA 102 (BID OPTION) (1)
CG103SITE GRADING PLAN - AREA 103 (BID OPTION) (1)
CG104BOAT RAMP GRADING PLAN - AREA 104 (BID OPTION) (1)
CU103UTILITY PLAN - AREA 103 (BID OPTION) (1)
ELECTRICAL SITE
ES103SITE PLAN - ELECTRICAL SCOPE #1 - AREA 103 (1)

File details come from the government source that posted it. Updated .