W9128F22B0011 Bank Stabilization FY22 Lake Francis Case RM 886 and 963 Drawings.pdf

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DUDE RANCH SECTIONS (3 OF 3)FR00100C204

DUDE RANCH SECTIONS (2 OF 3)FR00100C203

DUDE RANCH SECTIONS (1 OF 3)FR00100C202

RM 886 SECTIONSFR00100C201

DUDE RANCH DESIGN PLAN VIEWFR00100C106

DUDE RANCH EXISTING CONDITIONFR00100C105

RM 886 DESIGN PLAN VIEWFR00100C104

RM 886 EXISTING CONDITIONFR00100C103

DUDE RANCH SITE ACCESS OVERVIEWFR00100C102

RM 886 SITE ACCESS OVERVIEWFR00100C101

LOCATION MAP & INDEXFR00100C001

COVERFR00100B001

DESCRIPTIONNAME

SHEET INDEX

DUDE RANCH (RM 962)

RM 886

DAM

FORT RANDALL

HWY 50

OACOMA, SD

AVE

376TH

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CHAMBERLAIN, SD

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Y=279693

X=2411772

Y=279954

X=2411522

Y=279966

X=2411266

Y=279713

X=2411202

Y=279967

X=2411479

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STAGING/STOCKPILE AREA

BORROW AREA

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EXTENTS

CROSS WITHOUT DAMAGE

EXISTING IRRIGATION PIPE 3

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AREA

RECREATION

NOT TO BE DISTURBED DUE TO SENSITIVE CULTURAL RESOURCES IN THE VICINITY.

14. TREES AT THE TOP OF THE BANK ADJACENT TO THE RIPRAP INSTALLATION ARE

https://www.nwd-mr.usace.army.mil/rcc/current.html

AND ARE AVAILABLE AT:

PROJECT. CURRENT AND FORECASTED LAKE LEVELS SHOULD BE MONITORED

13. LAKE STAGE HAS THE POTENTIAL OF IMPACTING CONSTRUCTABILITY OF THE

**DO NOT DISTURB EXISTING BENCHMARKS.

THREADED ROD W/ STAKE1379.593--BMK2

THREADED ROD W/ STAKE1386.623--BMK1

THREADED ROD W/ STAKE1394.729--TP1

DESCRIPTIONELEVEASTINGNORTHINGNAME

LOCAL BENCHMARKS**

*FOR LOCATION PURPOSES ONLY, NOT HORIZONTALLY ACCURATE.

1445.112402685.483*287630.658*CA 1/4

ELEV EASTINGNORTHINGNAME

NGS CONTROL POINT

NGVD 29 US SURVEY FEET

VERTICAL COORINATE SYSTEM:

RESOLUTION, FIELD ADJUST PROJECT LAYOUT TO ACCOUNT

*DESIGN EXISTING SURVEY DOES NOT HAVE HIGH QUALITY HORIZONTAL

STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)

*HORIZONTAL COORDINATE SYSTEM:

12. SURVEY NOTES:

COORDINATED BY THE GOVERNMENT AND BEAR NO COST TO THE CONTRACTOR.

GROUND DISTURBANCE ACTIVITIES. CULTURAL MONITORING PERSONNEL WILL BE

PROVIDE OPPORTUNITY FOR AN ARCHEOLOGIST TO BE ON-SITE DURING

THAN 5 BUSINESS DAYS IN ADVANCE OF ANY GROUND DISTURBANCE TO

11. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICEER NO LESS

ACTIVITY.

FEATURES, AND ANY INDICATION OF AGRICULTURAL OR OTHER HUMAN

CHARCOAL, ROCK/CORAL ALIGNMENTS, PAVING, WALLS, CONSTRUCTED

HUMAN SKELETAL REMAINS, BURIALS, ARTIFACTS, SHELL, MIDDEN, BONE,

ITEMS COVERED BY THIS PARAGRAPH INCLUDE, BUT ARE NOT LIMITED TO:

AUTHORITIES MAKE A DETERMINATION OF THE SIGNIFIGANCE.

THE AREA, AND PREVENT FURTHER TRESPASS UNTIL THE APPROPRIATE

BE TEMPORARILY SUSPENDED. IMMEDIATELY NOTIFY THE COR, SECURE

RESOURCES ARE FOUND/UNEARTHED, CONSTRUCTION ACTIVITIES WILL

IF DURING ANY CONSTRUCTION ACTIVITY ARCHEOLOGICAL AND CULTURAL

10. THIS INSTALLATION IS INTENDED TO PROTECT CULTURAL RESOURCES.

CONDITION UPON COMPLETION OF CONTRACT.

FOR COR APPROVAL PRIOR TO ACCESS. RESTORE TO PRE-EXISTING

9. CONTRACTOR SHALL SUBMIT PLAN FOR CROSSING IRRIGATION PIPE

FOR COR APPROVAL PRIOR TO EXCAVATION.

8. CONTRACTOR SHALL STAKE EXTENTS OF PROPOSED BORROW

LAYER OF GEOTEXTILE PRIOR TO OFF-LOADING RIPRAP.

7. STOCKPILE LOCATIONS SHALL CONSIST OF PLACEMENT OF A

OPERATIONS SHALL BE REMOVED OFF-SITE BY THE CONTRACTOR.

FOR APPROVAL BY THE COR. MATERIAL FROM CLEARING AND GRUBBING

6. ANY CLEARING AND GRUBBING NECESSARY SHALL BE SUBMITTED

5. DISTURBED AREAS SHALL BE RESTORED AND RESEEDED.

SHALL ONLY OCCUR ALONG ESTABLISHED OR INDICATED PATHS.

4. IN ALL AREAS HIGH BANK (LANDWARD),CONSTRUCTION TRAFFIC

ONLY WITH WRITTEN PERMISSION OF THE COR.

3. REMOVAL/RELOCATION OF EXISTING FENCING SHALL BE DONE

EROSION.

2. SITE CONDITIONS ARE SUBJECT TO CHANGE WITH CONTINUING

CONSTRUCTION.

THE FIELD ANDAPPROVED BY THE COR PRIOR TO INITIATION OF

1. PROJECT RIPRAP PLAEMENT EXTENTS SHALL BE LAYED OUT IN

NOTES:

(APPROXIMATELY 4,880 TONS)

GOVERNMENT FURNISHED RIPRAP STOCKPILE

FORT RANDALL VISITORS CENTER

PICKSTOWN, SD

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BMK1 (FIELD STAKED)

BMK2 (FIELD STAKED)

400'0 200'

NORTH

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BMK1 (FIELD STAKED)

TP1 (FIELD STAKED)

(FIELD STAKED)

BMK2

0 500' 1000'

NORTH

PLAN

STOCKPILE (~204 TONS)

FURNISH RIPRAP

GOVERNMENT

COORIDOR (SEE C202 FOR DETAIL)

CONSTRUCTION ACCESS

TURNAROUND

AND BORROW SOURCE

CONSTRUCTION STAGING

OACOMA, SD

DUDE RANCH

RIPRAP PLACEMENT EXTENTS

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C102 https://www.nwd-mr.usace.army.mil/rcc/current.html

AND ARE AVAILABLE AT:

PROJECT. CURRENT AND FORECASTED LAKE LEVELS SHOULD BE MONITORED

13. LAKE STAGE HAS THE POTENTIAL OF IMPACTING CONSTRUCTABILITY OF THE

**DO NOT DISTURB EXISTING BENCHMARKS

THREADED ROD W/ STAKE1367.468--BMK2

THREADED ROD W/ STAKE1378.509--BMK1

THREADED ROD W/ STAKE1376.317--TP1

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

LOCAL SITE BENCHMARKS**

*HORIZONTAL POSITION ARE FOR LOCATION ONLY, NOT SURVEY GRADE

1402.3622211216.05*538220.708*I90 295.5

ELEVATIONEASTINGNORTHINGNAME

NGS CONTROL POINT

NGVD 29 US SURVEY FEET

VERTICAL COORINATE SYSTEM:

RESOLUTION, FIELD ADJUST PROJECT LAYOUT TO ACCOUNT

*DESIGN EXISTING SURVEY DOES NOT HAVE HIGH QUALITY HORIZONTAL

STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)

*HORIZONTAL COORDINATE SYSTEM:

10. SURVEY NOTES:

COORDINATED BY THE GOVERNMENT AND BEAR NO COST TO THE CONTRACTOR.

GROUND DISTURBANCE ACTIVITIES. CULTURAL MONITORING PERSONNEL WILL BE

PROVIDE OPPORTUNITY FOR AN ARCHEOLOGIST TO BE ON-SITE DURING

THAN 5 BUSINESS DAYS IN ADVANCE OF ANY GROUND DISTURBANCE TO

9. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICEER NO LESS

ACTIVITY.

FEATURES, AND ANY INDICATION OF AGRICULTURAL OR OTHER HUMAN

CHARCOAL, ROCK/CORAL ALIGNMENTS, PAVING, WALLS, CONSTRUCTED

HUMAN SKELETAL REMAINS, BURIALS, ARTIFACTS, SHELL, MIDDEN, BONE,

ITEMS COVERED BY THIS PARAGRAPH INCLUDE, BUT ARE NOT LIMITED TO:

AUTHORITIES MAKE A DETERMINATION OF THE SIGNIFIGANCE.

THE AREA, AND PREVENT FURTHER TRESPASS UNTIL THE APPROPRIATE

BE TEMPORARILY SUSPENDED. IMMEDIATELY NOTIFY THE COR, SECURE

RESOURCES ARE FOUND/UNEARTHED, CONSTRUCTION ACTIVITIES WILL

IF DURING ANY CONSTRUCTION ACTIVITY ARCHEOLOGICAL AND CULTURAL

8. THIS INSTALLATION IS INTENDED TO PROTECT CULTURAL RESOURCES.

LAYER OF GEOTEXTILE PRIOR TO OFF-LOADING RIPRAP.

7. STOCKPILE LOCATIONS SHALL CONSIST OF PLACEMENT OF A

OPERATIONS SHALL BE REMOVED OFF-SITE BY THE CONTRACTOR.

FOR APPROVAL BY THE COR. MATERIAL FROM CLEARING AND GRUBBING

6. ANY CLEARING AND GRUBBING NECESSARY SHALL BE SUBMITTED

5. DISTURBED AREAS SHALL BE RESTORED AND RESEEDED.

ACCESS CORRIDOR ESTABLISHMENT.

THE HIGH BANK (RIVERWARD) DOES NOT REQUIRE CONSTRUCTION

ACCESS CORRIDORS (SEE C202). CONSTRUCTION TRAFFIC BELOW

SHALL ONLY OCCUR ALONG ESTABLISHED ROADS, CONSTRUCTION

4. IN ALL AREAS HIGH BANK (LANDWARD),CONSTRUCTION TRAFFIC

ONLY WITH WRITTEN PERMISSION OF THE COR.

3. REMOVAL/RELOCATION OF EXISTING FENCING SHALL BE DONE

EROSION.

2. SITE CONDITIONS ARE SUBJECT TO CHANGE WITH CONTINUING

APPROVED BY THE COR PRIOR TO INITIATION OF CONSTRUCTION.

1. PROJECT SHALL BE LAYED OUT IN THE FIELD AND

NOTES:

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59.17'E =

180.57'T =

311.52'L =

72°34'16.70"Δ = 23°17'44.85"D = 245.95'R =

2+87.22PI STA =

2,411,208.63E 278,735.24N

1+06.65 STA

PC

.1

S T

P

2,411,213.35 E 279,022.43 N

0+00.00 STA

POB

,4

,6

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E

,5

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EXISTING 1' CONTOURS

1"=50'SCALE:

C103

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NGVD 29 US SURVEY FEET

VERTICAL COORINATE SYSTEM:

RESOLUTION, FIELD ADJUST PROJECT LAYOUT TO ACCOUNT

*DESIGN EXISTING SURVEY DOES NOT HAVE HIGH QUALITY HORIZONTAL

STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)

*HORIZONTAL COORDINATE SYSTEM:

SURVEY NOTES:

NORTH

PLAN

50' 100'0

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59.17'E =

180.57'T =

311.52'L =

72°34'16.70"Δ = 23°17'44.85"D = 245.95'R =

2+87.22PI STA =

2,411,208.63E 278,735.24N

1+06.65 STA

PC

.1

S

2,411,213.35 E 279,022.43 N

0+00.00 STA

POB

,4

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E

,5

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.8

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DESIGN PLAN VIEW

1"=50'SCALE: C104

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SEE C201 FOR SECTION

NGVD 29 US SURVEY FEET

VERTICAL COORINATE SYSTEM:

RESOLUTION, FIELD ADJUST PROJECT LAYOUT TO ACCOUNT

*DESIGN EXISTING SURVEY DOES NOT HAVE HIGH QUALITY HORIZONTAL

STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)

*HORIZONTAL COORDINATE SYSTEM:

SURVEY NOTES:

50' 100'0

NORTH

PLAN

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2+00

3+00

4+00

11+00

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20+00

2.29'E =

21.55'T =

42.44'L =

24°19'6.03"Δ = 57°17'44.81"D = 100.00'R =

3+53.56PI STA =

2,208,340.69E 529,143.55N

3.28'E = 25.81'T = 50.52'L = 28°56'51.04"Δ = 57°17'44.81"D = 100.00'R =

4+71.08PI STA =

2,208,408.28E 529,240.48N

1.88'E = 19.49'T = 38.49'L = 22°3'20.01"Δ = 57°17'44.81"D = 100.00'R =

10+83.18PI STA =

2,208,958.65E 529,510.87N

1.57'E = 17.77'T = 35.17'L = 20°8'59.19"Δ = 57°17'44.81"D = 100.00'R =

11+98.60PI STA =

2,209,035.88E 529,597.30N

1.10'E = 14.90'T = 29.58'L = 16°56'54.40"Δ = 57°17'44.81"D = 100.00'R =

15+83.88PI STA =

2,209,376.16E 529,778.76N

0.35'E = 8.36'T = 16.68'L = 9°33'34.75"Δ = 57°17'44.81"D = 100.00'R =

17+01.85PI STA =

2,209,459.70E 529,862.36N

0.62'E = 11.11'T = 22.14'L = 12°40'57.63"Δ = 57°17'44.81"D = 100.00'R =

19+74.66PI STA =

2,209,681.95E 530,020.65N

0.12'E = 4.95'T = 9.88'L = 5°39'46.42"Δ = 57°17'44.81"D = 100.00'R =

20+38.37PI STA =

2,209,724.53E 530,068.17N

3+32.01

STA

PC

3+74.46

STA

PT

4+45.27

STA

PC

.7

TA

10+63.69

STA

PC

11+02.19

T 11+80.83

STA

PC

.0

15+68.98

STA

PC 15+98.56

16+93.48

STA

PC 17+10.17

19+63.55

STA

PC

19+85.68

STA

PT 20+33.43

STA

PC

20+ 43.31

2,208,275.84 E

528,795.99 N

0+00.00

STA

POB

2,209,906.87

530,235.13

22+85.60

S

TA

P O E

A1

DUDE RANCH EXISTING CONDITION

1"=100'SCALE:

D U

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C105

NGVD 29 US SURVEY FEET

VERTICAL COORINATE SYSTEM:

RESOLUTION, FIELD ADJUST PROJECT LAYOUT TO ACCOUNT

*DESIGN EXISTING SURVEY DOES NOT HAVE HIGH QUALITY HORIZONTAL

STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)

*HORIZONTAL COORDINATE SYSTEM:

SURVEY NOTES:

NORTH

PLAN

100' 200'0

F R

C

.D

0+00

1+00

2+00

3+00

4+00

11+00

16+

20+00

2.29'E =

21.55'T =

42.44'L =

24°19'6.03"Δ = 57°17'44.81"D = 100.00'R =

3+53.56PI STA =

2,208,340.69E 529,143.55N

3.28'E = 25.81'T = 50.52'L = 28°56'51.04"Δ = 57°17'44.81"D = 100.00'R =

4+71.08PI STA =

2,208,408.28E 529,240.48N

1.88'E = 19.49'T = 38.49'L = 22°3'20.01"Δ = 57°17'44.81"D = 100.00'R =

10+83.18PI STA =

2,208,958.65E 529,510.87N

1.57'E = 17.77'T = 35.17'L = 20°8'59.19"Δ = 57°17'44.81"D = 100.00'R =

11+98.60PI STA =

2,209,035.88E 529,597.30N

1.10'E = 14.90'T = 29.58'L = 16°56'54.40"Δ = 57°17'44.81"D = 100.00'R =

15+83.88PI STA =

2,209,376.16E 529,778.76N

0.35'E = 8.36'T = 16.68'L = 9°33'34.75"Δ = 57°17'44.81"D = 100.00'R =

17+01.85PI STA =

2,209,459.70E 529,862.36N

0.62'E = 11.11'T = 22.14'L = 12°40'57.63"Δ = 57°17'44.81"D = 100.00'R =

19+74.66PI STA =

2,209,681.95E 530,020.65N

0.12'E = 4.95'T = 9.88'L = 5°39'46.42"Δ = 57°17'44.81"D = 100.00'R =

20+38.37PI STA =

2,209,724.53E 530,068.17N

3+32.01

STA

PC

3+74.46

STA

PT

4+45.27

STA

PC

.7

10+63.69

STA

PC

11+02.19

T 11+80.83

STA

PC

.0

15+68.98

STA

PC 15+98.56

16+93.48

STA

PC 17+10.17

19+63.55

STA

PC

19+85.68

STA

PT 20+33.43

STA

PC

20+ 43.31

2,208,275.84 E

528,795.99 N

0+00.00

STA

POB

2,209,906.87

530,235.13

22+85.60

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DUDE RANCH DESIGN PLAN VIEW

1"=100'SCALE:

C106

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SHEETS C202 & C203 FOR SECTION DETAILSSEE

COORDINATE WITH COR FOR PLACEMENT DETAILS

EXISTING CULVERT

NGVD 29 US SURVEY FEET

VERTICAL COORINATE SYSTEM:

RESOLUTION, FIELD ADJUST PROJECT LAYOUT TO ACCOUNT

*DESIGN EXISTING SURVEY DOES NOT HAVE HIGH QUALITY HORIZONTAL

STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)

*HORIZONTAL COORDINATE SYSTEM:

SURVEY NOTES:

NORTH

PLAN

100' 200'0

TO ALLOW FOR DRAINAGE

LEAVE DEPRESSION IN STONE CREST

BOG AREA

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6+00

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10' 20'010' 20'0

3'

EXISTING GROUND

ON C101

OR DESIGNATED BORROW AREA

BELOW ELEV 1360'

BORROW ADJACENT TO PROJECT

COMPACTED FILL

ELEV 1360'

2.5H

1V

(MIN 6" COVER)

PER MANUFACTURER'S SPEC

TOE IN GEOTEXTILE

GEOTEXTILE

(VARIES)

EXISTING TOP OF BANK

XS

RM 886 TYPICAL SECTION

NOT TO SCALE

C201

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GRADE

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8+00

0 10 20 30 40 50 60 70 80 90 100

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10' 20'010' 20'0

3'

EXISTING GROUND

EAST OF PROJECTED TOE OF INSTALLATION

BORROW ADJACENT TO PROJECT

COMPACTED FILL

2.5H

1V

(MIN 6" COVER)

PER MANUFACTURER'S SPEC

TOE IN GEOTEXTILE

GEOTEXTILE

(VARIES)

EXISTING TOP OF BANK

10'

INTERSECTS EXISTING GRADE

2.5H:1V SLOPE

C202

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DUDE RANCH TYPICAL SECTION

NOT TO SCALE

CLAY FILL WILL BE SEEDED ACCORDING TO SPECIFICATIONS.

GRAVEL WILL BE RECLAIMED, AND THE REMAINING

CORRIDOR. AFTER CONSTRUCTION IS COMPLETE, THE

ALL CONSTRUCTION TRAFFIC WILL OCCUR ONLY ALONG THIS

PLACED IN A SIMILAR METHOD AS THE CLAY.

3) PLACEMENT OF 6" GRAVEL UPON THE CLAY FILL,

LOADER.

TRUCK AND SPREAD WITH A BULLDOZER OR FRONT-END

ATOP GEOTEXTILE, INITIALLY PLACED WITH AN END-DUMP

2) PLACEMENT OF 6" SOIL FILL, PREFERABLY CLAY,

CONSTRUCTION

OFF OF PUBLIC ROADS TO BE TRAFFICED DURING

1) PLACEMENT OF GEOTEXTILE FABRIC IN ALL AREAS

INCLUDES THE FOLLOWING:

ALONG THE CORRIDOR. CONSTRUCTION OF THE SOIL LIFT

ADVERSE IMPACTS, A 12" SOIL LIFT WILL BE CONSTRUCTED

WIDE FOR THE LENGTH OF THE PROJECT. TO PREVENT

ABOVE THE CUTBANK, WILL OCCUR ALONG A CORRIDOR 25'

1) OPERATION OF EQUIPMENT ON THE SURFACE OF THE SITE,

NOTES:

DO NOT DISTURD

EXISTING GROUND

GEOTEXTILE

SOIL LIFT

6" MINIMUM

6" GRAVEL LIFT

25'

GEOTEXTILE

XS

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CONSTRUCTION ACCESS CORRIDOR

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