A.03.09 100% Submittal_Drawings_Harlan County Lake.pdf

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

KANSAS CITY DISTRICT

METHODIST COVE

HARLAN COUNTY LAKE

ECOSYSTEM RESTORATION SECTION 1135

HARLAN COUNTY, NEBRASKA

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CORP RD B

HWY 136

ALMA

PROJECT AREA

HARLAN

COUNTY

LAKE

Q R

D

PROJECT LOCATION

ALMA, NEBRASKA

METHODIST

COVE

NEBRASKA

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REGISTERED ENGINEER DATE

CERTIFICATION BY EXPERIENCED PROFESSIONAL ENGINEER

8-7-2023

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ABBREVIATIONS

AI AREA INLET

APPROX APPROXIMATE

ASPH ASPHALT

BITUM BITUMINOUS

BLW BELOW

BM BENCHMARK

CB CATCH BASIN

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONSTR CONSTRUCTION

CU FT CUBIC FEET

CU YD CUBIC YARDS

DEMO DEMOLITION

DIA DIAMETER

DR DRAIN

DR DRAIN TILE

DWG DRAWING

EA EACH

ELEC ELECTRIC

EXT EXTERIOR

F FAHRENHEIT

FIG FIGURE

FT FEET

FUT FUTURE

G NATURAL GAS

GAL GALLON(S)

GEN GENERAL

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GR LN GRADE LINE

HORIZ HORIZONTAL

HP HIGH PRESSURE

HT HEIGHT

ID INSIDE DIAMETER

IN INCH

IP IRON PIPE

JCT JUNCTION

kW KILOWATT

LB POUND

LG LENGTH

LIN LINEAR

LONG LONGITUDINAL

LPT LOW POINT

MAX MAXIMUM

MISC MISCELLANEOUS

N NORTH

NTS NOT TO SCALE

PCC PRECAST CONCRETE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT. POINT

PV PAVED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RCP REINFORCED CONCRETE PIPE

REM REMOVE(ABLE)

RND ROUND

ROW RIGHT OF WAY

S SOUTH

SD STORM DRAIN

SQ SQUARE

STD STANDARD

STRUCT STRUCTURAL

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

TOPO TOPOGRAPHY

TYP TYPICAL

UGND UNDERGROUND

UNEX UNEXCAVATED

UTIL UTILITY

VCT VITRIFIED CLAY TILE

VOL VOLUME

W WEST

YD YARD

YD YARD DRAIN

A B

B R

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SHEET INDEX

SHEET ID NO. FILE NAME DRAWING TITLE

G-001 W_022-01139_G-001 COVER SHEET

G-002 W_022-01139_G-002 ABBREVIATIONS AND SHEET INDEX

V-001 W_022-01139_V-001 OVERALL EXISTING SURVEY PLAN

V-002 W_022-01139_V-002 EXISTING CONDITIONS PLAN 1 OF 5

V-003 W_022-01139_V-003 EXISTING CONDITIONS PLAN 2 OF 5

V-004 W_022-01139_V-004 EXISTING CONDITIONS PLAN 3 OF 5

V-005 W_022-01139_V-005 EXISTING CONDITIONS PLAN 4 OF 5

V-006 W_022-01139_V-006 EXISTING CONDITIONS PLAN 5 OF 5

GC101 W_022-01139_GC101 PROJECT ACCESS AND STAGING PLAN

GC601 W_022-01139_GC601 PROJECT ACCESS AND STAGING PLAN - COORDINATE TABLES

B-001 W_022-01139_B-001 BORING LOCATION MAP

B-002 W_022-01139_B-002 BORING LOGS

B-003 W_022-01139_B-003 BORING LOGS

B-004 W_022-01139_B-004 BORING LOGS

B-005 W_022-01139_B-005 BORING LOGS

CG101 W_022-01139_CG101 OVERALL SPOIL DISPOSAL PLAN

CG102 W_022-01139_CG102 SPOIL GRADING PLAN 1 OF 2

CG103 W_022-01139-CG103 SPOIL GRADING PLAN 2 OF 2

CS101 W_022-01139_CS101 OVERALL SITE PLAN

CS102 W_022-01139_CS102 SITE PLAN 1 OF 4

CS103 W_022-01139_CS103 SITE PLAN 2 OF 4

CS103-1 W_022-01139_CS103-1 OPTION 1

CS104 W_022-01139_CS104 SITE PLAN 3 OF 4

CS105 W_022-01139_CS105 SITE PLAN 4 OF 4

CS501 W_022-01139_CS501 DETAILS

CS502 W_022-01139_CS502 DETAILS

DDCO

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19331930

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N:92000

N:91900

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N:91000

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N:92900

N:92800

N:92700

N:92600

N:92500

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N:91100

N:91000

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N:90800

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PROJECT CONTROL TABLE

POINT # NORTHING EASTING ELEVATION FULL

DESCRIPTION

10 91751.62 1833053.38 1968.46

5/8" REBAR W/ USACE

ALUMINUM CAP

R-23B

11 93902.83 1832919.69 1995.39 5/8" REBAR

12 93998.16 1831035.10 2002.81 5/8" REBAR

13 92669.43 1831040.33 1968.74 5/8" REBAR

14 91809.87 1830178.01 1959.62 5/8" REBAR

18 89596.28 1836620.58 1960.69 REBAR IN CONCRETE

19 90106.42 1935699.99 1960.95 REBAR IN CONCRETE

2020 91692.04 1830260.35 1958.52 REBAR IN CONCRETE

1. GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE

NORTH AMERICAN DATUM OF 1983 (NAD 83) (2011) STATE PLANE COORDINATE

SYSTEM FOR: NEBRASKA 2600, NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) GEOID 12A. THEY ARE BASED ON CONTROL POINT 10 AND BY OPUS

SOLUTION BY PREVIOUS SURVEY TEAM AND CONTROL PROVIDED TO OLSSON.

2. ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) GEOID 12A. CONVERSION FROM

VERTICAL DATUM NGVD29 TO NAVD88 IS: NGVD29 ELEVATION + 0.81 FEET.

3. TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION SURVEY

METHODS. OLSSON FIELD SURVEY DATE: NOVEMBER 2022, THE FLATWATER

GROUP FIELD SURVEY DATE: NOVEMBER 2016.

4. BATHYMETRIC DATA, FROM USACE PERFORMED IN MAY 2022, PROVIDED TO

OLSSON IN AUGUST 2022.

5. 1 FOOT CONTOUR INTERVALS ARE IN NAVD 88 GEOID 12A.

6. ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY, NO UTILITY

LOCATES WERE PERFORMED FOR THIS PROJECT.

7. THIS SURVEY IS TOPOGRAPHIC ONLY. NO RECORD PROPERTY RESEARCH WAS

PERFORMED BY THE SURVEYOR.

General Sheet Notes

CORP ROAD B

POINT #10

POINT #11

POINT #12

POINT #13

POINT #14

OVERALL EXISTING SURVEY PLANA1

0 150'

1" = 300'-0" GRAPHIC SCALE

300' 600' 900' 1200'

PLAN NORTH

METHODIST COVE

HARLAN COUNTY LAKE

Q R

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AD

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 SEE SHEET V002

2 SEE SHEET V003

3 SEE SHEET V004

4 SEE SHEET V005

5 SEE SHEET V006

E E OVERHEAD ELECTRICAL

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING GRAVEL/ASPHALT ROAD

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

ROAD SIGN

TREE

SHEET LAYOUT

TREE

POINT #2020

NEBRASKA STATE PLANE NAD83 (2011) GEOID 12A. CONTROL POINTS 18 AND 19 ARE NOT

SHOWN IN PLAN VIEW, BUT ARE LOCATED IN THE VICINITY OF THE PROJECT.

POINT #50002

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CORP ROAD B

POINT #11

POINT #12

EXISTING CONDITIONS PLAN 1 OF 5A1

PLAN NORTH

V-002

PLAN NORTH

KEYPLAN

0 60'

1" = 120'-0" GRAPHIC SCALE

120' 240' 360' 480'

Q R

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E E OVERHEAD ELECTRICAL

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING GRAVEL/ASHPALT ROAD

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 DELINEATED WETLAND BOUNDARY

2 PARKING LOT

3 96-INCH CORRUGATED METAL PIPE

ROAD SIGN

TREE

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U .S

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CORP ROAD B

POINT #14

EXISTING CONDITIONS PLAN 2 OF 5A1

0 60'

1" = 120'-0" GRAPHIC SCALE

120' 240' 360' 480'

PLAN NORTH

V-003

PLAN NORTH

KEYPLAN

LEGEND:

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 DELINEATED WETLAND BOUNDARY

2 METHODIST COVE CAMPGROUND

3 SEWAGE LAGOON AREA

E E OVERHEAD ELECTRICAL

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING GRAVEL/ASPHALT ROAD

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

ROAD SIGN

TREE

SHEET LAYOUT

TREE

EXISTING ROCK RIPRAP

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E

E E

45 19

60 19

65 19 70 19

75 19

1942 1941

DDCO

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F:

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N \A

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US Army Corps of Engineers

U .S

. A R

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V-004

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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POINT #10

EXISTING CONDITIONS PLAN 3 OF 5A1

0 60'

1" = 120'-0" GRAPHIC SCALE

120' 240' 360' 480'

PLAN NORTH

V-004

PLAN NORTH

KEYPLAN

POINT #13

Q R

O A

D

E E OVERHEAD ELECTRICAL

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING GRAVEL/ASPHALT ROAD

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 DELINEATED WETLAND BOUNDARY

2 EXISTING CAMPGROUND ROAD LOCKED

GATE AND CLOSED TO THE PUBLIC ACCESS

3 EXISTING CAMPGROUND ROAD

ROAD SIGN

TREE

TREE

1936 1937

1941 1942 1943

DDCO

E

F:

\2

2\

1-

0\

2-

9\

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S

IG

N \A

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C A

D \F

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US Army Corps of Engineers

U .S

. A R

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C O

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S

E xi st in g C on di tio ns

P la n of

V-005

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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EXISTING CONDITIONS PLAN 4 OF 5A1

0 60'

1" = 120'-0" GRAPHIC SCALE

120' 240' 360' 480'

PLAN NORTH

V-005

PLAN NORTH

KEYPLAN

LEGEND:

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 DELINEATED WETLAND BOUNDARY

E E OVERHEAD ELECTRICAL

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING GRAVEL/ASPHALT ROAD

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

ROAD SIGN

TREE

SHEET LAYOUT

TREE

EXISTING ROCK RIPRAP

19591958

DDCO

E

F:

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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F E

N G

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E

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S

E xi st in g C on di tio ns

P la n of

V-006

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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EXISTING CONDITIONS PLAN 5 OF 5A1

0 60'

1" = 120'-0" GRAPHIC SCALE

120' 240' 360' 480'

PLAN NORTH

V-006

PLAN NORTH

KEYPLAN

E E OVERHEAD ELECTRICAL

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING GRAVEL/ASHPALT ROAD

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

ROAD SIGN

TREE

TREE

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 DELINEATED WETLAND BOUNDARY

E

E

E

E E

E E

E

EEE1

F:

\2

2\

1-

0\

2-

9\

-D E

S

IG

N \A

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C A

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A

L P

LA

N

S \S

H E

E

TS

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1.

D W

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P

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A E

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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P ro je ct

A cc es s an d

S ta gi ng

P la n

GC101PROJECT ACCESS AND STAGING PLANA1

PLAN NORTH

CORP ROAD B

Q R

O A

D

1. STAGING, STORAGE AND LAYDOWN AREAS ARE WITHIN THE CONSTRUCTION

LIMITS ON THE PLANS.

2. CONTRACTOR SHALL RESTORE STAGING AND ACCESS AREAS IN ACCORDANCE

WITH PROJECT SPECIFICATION 32 92 19 SEEDING.

3. CONTRACTOR TO PERFORM PRE AND POST CONSTRUCTION SURVEY OF THE

WORK AREA.

4. CORP ROAD B, Q ROAD, AND THE EXISTING CAMPGROUND ROADS CALLED OUT

ON THIS SHEET AS EXISTING SITE ACCESS AND HAUL ROUTE ARE AVAILABLE

FOR THE CONTRACTOR TO ACCESS THE SITE. IF THE ROAD IS USED, THE

CONTRACTOR SHALL REPAIR THE ROAD TO EXISTING OR BETTER CONDITIONS.

5. UNLESS CONTRACTING OFFICER GRANTS APPROVAL, THE CONTRACTOR MAY

NOT ACCESS THE SITE USING THE METHODIST COVE CAMPGROUND ENTRANCE

OR ANY OTHER CAMPGROUND ROAD UNLESS SPECIFICALLY NOTED AS A SITE

ACCESS AND HAUL ROUTE.

6. CONTRACTOR SHALL CLEAR ALL TREES FROM WITHIN THE CONSTRUCTION

LIMITS, FOLLOWING PROJECT SPECIFICATION 31 10 00 SITE CLEARING. THE ONLY

EXCEPTION ARE THE TREES IN AND AROUND CAMPSITES THAT WILL BE

IDENTIFIED BY THE CONTRACTING OFFICER AS TREES TO BE PROTECTED.

7. THE DELINEATED WETLAND BOUNDARY IS SHOWN ON THIS SHEET.

DISTURBANCE OF WETLAND AREAS SHOULD BE AVOIDED UNLESS

CONSTRUCTION ACTIVITY IMPACTING A WETLAND IS SPECIFICALLY CALLED OUT

IN THE DRAWINGS.

General Sheet Notes

LEGEND:

CONSTRUCTION LIMITS

PROPERTY LINE

DELINEATED WETLAND BOUNDARY

FENCE LINE

TREE LINE

E E OVERHEAD ELECTRICAL

ROAD SIGN

TREE

TREE

SPOIL AREA LIMITS

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 METHODIST COVE CAMPGROUND

CONSTRUCTION ACTIVITY SHOULD BE

AVOIDED IN THIS SENSITIVE CULTURAL

RESOURCE AREA. IF CONSTRUCTION

ACTIVITY CANNOT BE AVOIDED IN THIS AREA

THE CONTRACTING OFFICER SHOULD BE

NOTIFIED AND A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61) WILL NEED TO BE

ONSITE TO MONITOR CONSTRUCTION

ACTIVITIES THAT HAVE THE POTENTIAL TO

IMPACT CULTURAL RESOURCES

3 CONSTRUCTION LIMITS

4 DELINEATED WETLAND BOUNDARY

5 SPOIL DISPOSAL AREA A

6 SPOIL DISPOSAL AREA B

7 SPOIL DISPOSAL AREA C

8 USE EXISTING ROAD FOR SITE ACCESS AND

HAUL ROUTE

9 CONSTRUCT TEMPORARY HAUL ROUTE

10 ROAD SIGNS

11 STAGING AREA

INSTALL "ROAD CLOSED" BARRIER ACROSS

THE CAMPGROUND ROAD AND INCLUDE A

"CAMPGROUND SITES XX-XX ARE CLOSED"

SIGN ON THE BARRIER WHILE CAMPGROUND

ROAD IS BEING USED FOR HAUL ROUTE

DURING CONSTRUCTION OF THE

TEMPORARY HAUL ROUTE IN THIS AREA,

CONSTRUCTION ACTIVITIES SHOULD BE

MONITORED BY A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61).

PLACE "TRUCKS ENTERING AND LEAVING

ROADWAY" SIGN AT THIS LOCATION AT THE

START OF CONSTRUCTION.

CONTRACTOR SHALL PLACE CLEARED TREES

IN NEAT PILES IN THIS LOCATION FOR

DISPOSAL IN ACCORDANCE WITH PROJECT

SPECIFICATION 31 10 00 SITE CLEARING.

ALL TREE CLEARING AND EARTH MOVING

ACTIVITY WITHIN 50 FEET OF THIS SENSITIVE

CULTURAL RESOURCE SITE SHOULD BE

MONITORED BY A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61).

CONTRACTOR MAY GAIN ACCESS TO THE

LAKE FOR PLACEMENT OF DEEPWATER

HABITAT STRUCTURES FROM THE

METHODIST COVE BOAT RAMP.

0 150'

1" = 300'-0" GRAPHIC SCALE

300' 600' 900' 1200'

SITE ACCESS AND HAUL ROUTE

TEMPORARY HAUL ROUTE

9 9

SENSITIVE CULTURAL RESOURCE SITE

EXISTING ROCK RIPRAP

8 14

101 NORTHING/EASTING POINT NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

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F

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A W

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D E

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N E

D B

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A C

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A

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C

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P R

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D A

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B

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C A

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A S

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S H

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T

S E

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O V

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S H

E E

T

M E

TH

O

D

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A R

LA

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TY

L

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E E

C O

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S

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M R

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CONSTRUCTION LIMITS

No.

NORTHING

93,933.62

93,933.62

93,750.62

93,824.87

93,728.52

93,851.72

93,626.97

93,002.21

92,661.11

92,629.83

92,632.29

92,526.74

92,510.68

92,642.45

92,612.28

92,465.62

91,740.55

91,831.39

91,860.09

91,594.91

EASTING

1,832,036.35

1,832,125.54

1,832,148.91

1,832,036.38

1,832,018.07

1,831,865.03

1,831,637.00

1,831,229.17

1,831,070.28

1,830,902.79

1,830,699.69

1,830,520.34

1,830,458.62

1,830,417.83

1,830,151.19

1,830,157.49

1,829,626.98

1,829,229.74

1,828,988.01

1,828,988.01

DESCRIPTIONS

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

CONSTRUCTION LIMITS

No.

NORTHING

91,599.72

91,678.28

91,507.53

90,902.02

90,747.76

90,928.36

91,109.71

91,221.50

91,831.84

91,851.46

91,751.98

91,626.65

91,540.32

91,512.08

91,633.90

91,676.66

91,805.24

91,957.30

92,127.04

92,500.71

EASTING

1,829,147.54

1,829,222.70

1,829,988.32

1,829,930.07

1,831,217.72

1,831,323.01

1,831,310.18

1,831,102.76

1,831,372.52

1,831,485.83

1,831,731.51

1,831,851.48

1,832,071.63

1,832,481.41

1,832,496.63

1,831,956.70

1,831,780.60

1,832,208.58

1,832,255.98

1,832,242.18

DESCRIPTIONS

CONSTRUCTION LIMITS

No.

NORTHING

92,610.16

92,812.59

92,857.80

93,020.13

93,933.15

92,873.42

92,463.97

93,035.47

93,035.47

92,782.79

92,748.30

92,784.24

92,815.78

92,874.60

92,983.62

93,669.24

93,647.63

93,824.94

93,902.57

93,902.57

EASTING

1,832,469.43

1,832,528.99

1,832,404.02

1,832,464.56

1,833,001.84

1,832,179.56

1,831,822.02

1,831,802.00

1,831,658.98

1,831,295.44

1,831,160.24

1,831,108.25

1,831,062.53

1,830,930.01

1,830,979.75

1,831,165.85

1,831,406.57

1,831,469.53

1,831,353.87

1,829,047.71

DESCRIPTIONS

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

10-FT OFFSET C/L ACCESS ROAD

CONSTRUCTION LIMITS

No.

NORTHING

93,899.22

93,833.93

93,846.39

92,981.04

92,847.89

92,668.40

93,979.30

93,978.15

94,186.73

94,334.37

94,381.67

94,363.76

94,313.13

94,269.00

94,294.04

94,356.41

94,501.59

94,562.08

94,750.07

94,928.20

EASTING

1,827,950.53

1,827,949.42

1,828,973.43

1,830,028.12

1,830,890.39

1,830,979.97

1,832,165.22

1,832,097.94

1,832,165.39

1,832,161.24

1,832,137.28

1,832,055.92

1,831,982.18

1,831,854.49

1,831,726.63

1,831,664.40

1,831,609.34

1,831,656.58

1,831,676.50

1,831,986.33

DESCRIPTIONS

CONSTRUCTION LIMITS

No.

NORTHING

94,929.58

94,829.91

94,901.39

95,157.98

95,081.47

95,574.42

95,835.81

95,831.04

95,431.98

94,969.03

94,969.03

94,816.08

94,813.39

94,906.01

94,901.78

94,812.78

94,810.82

94,735.68

94,574.02

94,327.75

EASTING

1,832,191.49

1,832,254.60

1,832,346.40

1,832,430.42

1,832,617.38

1,832,628.73

1,832,687.34

1,832,873.55

1,833,102.80

1,833,115.79

1,833,146.18

1,833,150.66

1,833,125.73

1,833,113.38

1,832,929.21

1,832,562.50

1,832,393.54

1,832,303.35

1,832,363.42

1,832,526.85

DESCRIPTIONS

CONSTRUCTION LIMITS

No.

NORTHING

93,966.91

93,967.62

93,990.19

93,990.19

EASTING

1,832,613.74

1,832,564.17

1,832,526.20

1,832,362.53

DESCRIPTIONS

STAGING AREAS

No.

NORTHING

92,592.11

92,630.74

92,551.67

92,513.69

92,832.61

92,810.75

92,632.17

92,654.30

EASTING

1,830,176.04

1,830,365.03

1,830,380.89

1,830,191.79

1,832,429.49

1,832,500.34

1,832,443.81

1,832,373.23

DESCRIPTIONS

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING F:

\2

2\

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US Army Corps of Engineers

U .S

. A R

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C O

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P ro je ct

A cc es s an d

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P la n

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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CONSTRUCTION LIMIT AND STAGING AREA COORDINATE TABLESA1

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 BORING B-101

2 BORING B-102

3 BORING B-103

4 BORING B-104

5 BORING B-105

6 BORING B-201

7 BORING B-202

8 BORING B-203

9 BORING B-204

10 BORING B-205

F:

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US Army Corps of Engineers

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B or in g

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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BORING LOCATION MAPA1

PLAN NORTH

CORP ROAD B

METHODIST COVE

HARLAN COUNTY LAKE

LEGEND:

Q R

O A

D

HARLAN COUNTY LAKE

H1 B-002

A1 B-002

H1 B-003

A1 B-003

H3 B-004

0 150'

1" = 300'-0" GRAPHIC SCALE

300' 600' 900' 1200'

A3 B-004

A9 B-004

H3 B-005

H9 B-005

A3 B-005

PROPERTY LINE

DELINEATED WETLAND BOUNDARY

FENCE LINE

TREE LINE

BORE HOLE

E E OVERHEAD ELECTRICAL

ROAD SIGN

TREE

TREE

CONSTRUCTION LIMITS

2\

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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BORING LOG B-102A1

BORING LOG B-101H1

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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BORING LOG B-104A1

BORING LOG B-103H1

2\

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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BORING LOG B-201A3

BORING LOG B-105H3

BORING LOG B-202A9

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C O

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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BORING LOG B-205A3

BORING LOG B-203H3 BORING LOG B-204H9

1945195019

40 19

45 19

19601965

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OVERALL SPOIL GRADING PLANA1

PLAN NORTH

CORP ROAD B

METHODIST COVE

HARLAN COUNTY LAKE

Q R

O A

D

HARLAN COUNTY LAKE

0 150'

1" = 300'-0" GRAPHIC SCALE

300' 600' 900' 1200'

5 6

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING ACTIVITIES

THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE LOCATIONS IDENTIFIED FOR SPOIL DISPOSAL. THE DESIGN

ASSUMES THAT THE MECHANICALLY EXCAVATED MATERIAL SHOULD BE PLACED

AS SUITABLE EARTH FILL IN THE PROPOSED RIPRAP STRUCTURES AS FIRST

PRIORITY, THEN IN THE THREE SPOIL DISPOSAL AREAS AS SECOND PRIORITY.

3. AN ELECTRONIC FILE OF THE EXISTING AND PROPOSED SURFACES WILL BE

PROVIDED TO THE CONTRACTOR, FOR INFORMATION ONLY.

4. RESTORATION OF ALL SPOIL DISPOSAL AREAS SHALL BE IN CONFORMANCE

WITH PROJECT SPECIFICATION SECTION 32 92 19 SEEDING.

5. THE DELINEATED WETLAND BOUNDARY IS SHOWN ON THIS SHEET.

DISTURBANCE OF WETLAND AREAS SHOULD BE AVOIDED UNLESS

CONSTRUCTION ACTIVITY IMPACTING A WETLAND IS SPECIFICALLY CALLED OUT

IN THE DRAWINGS.

General Sheet Notes

PROPOSED MAJOR CONTOUR

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

CONSTRUCTION LIMITS

PROPERTY LINE

DELINEATED WETLAND BOUNDARY

FENCE LINE

TREE LINE

E E OVERHEAD ELECTRICAL

ROAD SIGN

TREE

TREE

SENSITIVE CULTURAL RESOURCE SITE

HABITAT AREA LIMITS

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 METHODIST COVE CAMPGROUND

CONSTRUCTION ACTIVITY SHOULD BE

AVOIDED IN THIS SENSITIVE CULTURAL

RESOURCE AREA. IF CONSTRUCTION

ACTIVITY CANNOT BE AVOIDED IN THIS AREA

THE CONTRACTING OFFICER SHOULD BE

NOTIFIED AND A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61) WILL NEED TO BE

ONSITE TO MONITOR CONSTRUCTION

ACTIVITIES THAT HAVE THE POTENTIAL TO

IMPACT CULTURAL RESOURCES

3 CONSTRUCTION LIMITS

4 DELINEATED WETLAND BOUNDARY

5 SPOIL DISPOSAL AREA A

6 SPOIL DISPOSAL AREA B

7 SPOIL DISPOSAL AREA C

8 SEE SHEET CG102

9 SEE SHEET CG103

ALL TREE CLEARING AND EARTH MOVING

ACTIVITY WITHIN 50 FEET OF THIS SENSITIVE

CULTURAL RESOURCE SITE SHOULD BE

MONITORED BY A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER

APPRENDIX A OF 36 CFR PART 61).

SPOIL MATERIAL CAN ALSO BE PLACED

BETWEEN DISPOSAL AREAS A AND B, AS

NEEDED. THE TEMPORARY HAUL ROUTE

SHALL BE MAINTAINED IF SPOIL MATERIAL IS

PLACED HERE.

2 2

2010 2010

20101985

:1

:1

:1

2%

2%

6:

6:1

6:

6:

6:

16:

6:1

134103

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

-1.99% 15:1

15:1

15:1

6:1

6:1

6:

SPOIL DISPOSAL AREA B POINTS

No.

ELEV

1983.00

1995.00

1988.00

1984.00

1991.00

1991.00

1984.00

1984.00

1991.00

1984.00

2005.00

2000.00

2010.00

2011.00

2007.00

NORTHING

93,801.30

93,786.29

93,770.88

93,618.35

93,631.16

93,419.06

93,412.24

93,117.96

93,134.59

92,965.34

93,248.17

93,232.40

93,708.03

93,760.98

93,734.49

EASTING

1,830,754.87

1,831,046.43

1,831,131.52

1,831,084.56

1,831,042.86

1,831,037.60

1,831,079.44

1,830,985.88

1,830,947.14

1,830,672.81

1,830,729.16

1,830,688.74

1,830,702.26

1,830,774.89

1,830,658.58

DESC

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

SPOIL DISPOSAL AREA A POINTS

No.

ELEV

1985.00

2006.00

2011.00

2007.00

2012.00

2007.00

2011.00

2003.06

1993.00

1984.00

1993.00

1984.00

1993.00

1984.00

1993.00

1985.00

1993.00

1983.00

1995.00

1988.00

1984.00

1991.00

1991.00

1984.00

1984.00

1991.00

1984.00

2005.00

2000.00

2010.00

2011.00

2007.00

NORTHING

93,814.91

93,805.90

93,779.15

93,793.00

93,766.91

93,465.16

93,627.93

93,460.27

93,074.74

93,017.28

93,343.57

93,253.87

93,234.92

93,185.82

93,643.75

93,603.25

93,792.67

93,801.30

93,786.29

93,770.88

93,618.35

93,631.16

93,419.06

93,412.24

93,117.96

93,134.59

92,965.34

93,248.17

93,232.40

93,708.03

93,760.98

93,734.49

EASTING

1,829,156.46

1,829,828.23

1,829,809.99

1,830,488.42

1,830,455.21

1,830,420.69

1,830,008.96

1,830,444.38

1,830,450.88

1,830,449.95

1,830,230.66

1,830,231.59

1,829,938.14

1,829,908.10

1,829,485.04

1,829,428.67

1,829,213.73

1,830,754.87

1,831,046.43

1,831,131.52

1,831,084.56

1,831,042.86

1,831,037.60

1,831,079.44

1,830,985.88

1,830,947.14

1,830,672.81

1,830,729.16

1,830,688.74

1,830,702.26

1,830,774.89

1,830,658.58

DESC

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

F:

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US Army Corps of Engineers

U .S

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S po il G ra di ng P la n of

CG102

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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D

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SPOIL GRADING PLAN 1 OF 2A1

PLAN NORTH

CORP ROAD B

METHODIST COVE

0 60'

1" = 120'-0" GRAPHIC SCALE

120' 240' 360' 480'

General Sheet Notes

LEGEND:

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

ALL TREE CLEARING AND EARTH MOVING

ACTIVITY WITHIN 50 FEET OF THIS SENSITIVE

CULTURAL RESOURCES SITE SHOULD BE

MONITORED BY A QUALIFIED CULTURAL

RESOURCE PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61).

SPOIL DISPOSAL AREA A, CALCULATED SPOIL

VOLUME CAPACITY 94,000 CU. YDS.

3 SPOIL DISPOSAL AREA B, CALCULATED SPOIL

VOLUME CAPACITY 32,000 CU. YDS.

4 PROTECT FENCED IN AREA

EXISTING POWER POLE AND GUY WIRE TO BE

RELOCATED PRIOR TO CONSTRUCTION. THE

LOCAL ELECTRIC SERVICE PROVIDER, TWIN

VALLEYS PUBLIC POWER DISTRICT (PPD),

WILL BE RESPONSIBLE FOR RELOCATING

THIS POWER POLE. COORDINATE THE

RELOCATION OF THIS POLE WITH TWIN

VALLEYS PPD PRIOR TO THE START OF

CONSTRUCTION

6 GRADE TOP OF SPOIL DISPOSAL AREA TO

DRAIN AT A MINIMUM SLOPE OF 2%

SPOIL MATERIAL CAN ALSO BE PLACED

BETWEEN DISPOSAL AREAS A AND B, AS

NEEDED. THE TEMPORARY HAUL ROUTE

SHALL BE MAINTAINED IF SPOIL MATERIAL IS

PLACED HERE.

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING ACTIVITIES

THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE LOCATIONS IDENTIFIED FOR SPOIL DISPOSAL. THE DESIGN

ASSUMES THAT THE MECHANICALLY EXCAVATED MATERIAL CAN BE PLACED IN

ANY OF THESE LOCATIONS.

3. AN ELECTRONIC FILE OF THE EXISTING AND PROPOSED SURFACES WILL BE

PROVIDED TO THE CONTRACTOR, FOR INFORMATION ONLY.

4. RESTORATION OF ALL SPOIL DISPOSAL AREAS SHALL BE IN CONFORMANCE

WITH PROJECT SPECIFICATION SECTION 32 92 19 SEEDING.

5. PLACE SPOIL WITHIN THE CONSTRUCTION LIMITS SHOWN, DO NOT EXCEED

THESE LIMITS WITHOUT PRIOR CONTRACTING OFFICER APPROVAL. SPOIL SHALL

BE PLACED TO A MAX HEIGHT OF 5 FEET. SPOIL GRADES SHALL BE NO STEEPER

THAN 1(V):6(H) AND NO FLATTER THAN 2-PERCENT. NO SPOIL SHALL BE PLACED

BELOW A 1984.0 ELEVATION.

PROPOSED MAJOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

CONSTRUCTION LIMITS

PROPERTY LINE

DELINEATED WETLAND BOUNDARY

FENCE LINE

TREE LINE

E E OVERHEAD ELECTRICAL

ROAD SIGN

TREE

TREE

SENSITIVE CULTURAL RESOURCE SITE

HABITAT AREA LIMITS

TEMPORARY HAUL ROUTE

101 NORTHING/EASTING POINT NUMBER

75 19

80 19 85 19

90 19

10:1

6:1

6:

10:1

15:1

18:1

:1

6:

6:1

SPOIL DISPOSAL AREA C POINTS

No.

ELEV

2000.00

2010.00

2015.00

2010.00

2025.00

2020.00

2028.00

2028.00

2010.00

2015.00

1992.00

2000.00

1987.00

2000.00

2010.00

1998.00

2010.00

2000.00

NORTHING

95,711.55

95,669.33

95,429.34

95,440.43

95,302.64

95,317.44

95,013.52

94,981.32

94,923.50

94,957.14

94,864.79

94,911.95

95,049.31

95,001.82

95,027.26

95,055.71

95,362.41

95,370.80

EASTING

1,832,917.36

1,832,870.33

1,832,999.15

1,833,030.75

1,833,061.66

1,833,086.50

1,833,065.65

1,833,056.94

1,832,816.87

1,832,793.21

1,832,611.42

1,832,618.95

1,832,526.70

1,832,588.42

1,832,702.53

1,832,626.58

1,832,731.35

1,832,671.05

DESC

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

F:

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S po il G ra di ng P la n of

CG103

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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SPOIL GRADING PLAN 2 OF 2A1

PLAN NORTH

Q R

O A

D

0 30'

1" = 60'-0" GRAPHIC SCALE

60' 120' 180' 240'

PROPOSED MAJOR CONTOUR

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

CONTROL POINT

ROAD SIGN

TREE

E E OVERHEAD ELECTRICAL

General Sheet Notes

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

SPOIL DISPOSAL AREA C, CALCULATED SPOIL

VOLUME CAPACITY OF 49,000 CU. YDS.

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING ACTIVITIES

THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE LOCATIONS IDENTIFIED FOR SPOIL DISPOSAL. THE DESIGN

ASSUMES THAT THE MECHANICALLY EXCAVATED MATERIAL CAN BE PLACED IN

ANY OF THESE LOCATIONS.

3. AN ELECTRONIC FILE OF THE EXISTING AND PROPOSED SURFACES WILL BE

PROVIDED TO THE CONTRACTOR. FOR INFORMATION ONLY.

4. RESTORATION OF ALL SPOIL DISPOSAL AREAS SHALL BE IN CONFORMANCE

WITH PROJECT SPECIFICATION SECTION 32 92 19 SEEDING.

5. PLACE SPOIL WITHIN THE CONSTRUCTION LIMITS SHOWN. DO NOT EXCEED

THESE LIMITS WITHOUT PRIOR CONTRACTING OFFICER APPROVAL. SPOIL SHALL

BE PLACED TO A MAX HEIGHT OF 5 FEET. SPOIL GRADES SHALL BE NO STEEPER

THAN 1(V):6(H) AND NO FLATTER THAN 2-PERCENT. NO SPOIL SHALL BE PLACED

BELOW A 1984.0 ELEVATION.

101 NORTHING/EASTING POINT NUMBER

SITE ACCESS AND HAUL ROUTE

TEMPORARY HAUL ROUTE

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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OVERALL SITE PLANA1

PLAN NORTH

CORP ROAD B

METHODIST COVE

HARLAN COUNTY LAKE

Q R

O A

D

HARLAN COUNTY LAKE

0 150'

1" = 300'-0" GRAPHIC SCALE

300' 600' 900' 1200'

General Sheet Notes

PROPOSED MAJOR CONTOUR

LEGEND:

PROPOSED MINOR CONTOUR

CONSTRUCTION LIMITS

PROPERTY LINE

DELINEATED WETLAND BOUNDARY

FENCE LINE

TREE LINE

E E OVERHEAD ELECTRICAL

ROAD SIGN

TREE

TREE

SPOIL AREA LIMITS

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 METHODIST COVE CAMPGROUND

CONSTRUCTION ACTIVITY SHOULD BE

AVOIDED IN THIS SENSITIVE CULTURAL

RESOURCE AREA. IF CONSTRUCTION

ACTIVITY CANNOT BE AVOIDED IN THIS AREA

THE CONTRACTING OFFICER SHOULD BE

NOTIFIED AND A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61) WILL NEED TO BE

ONSITE TO MONITOR CONSTRUCTION

ACTIVITIES THAT HAVE THE POTENTIAL TO

IMPACT CULTURAL RESOURCES

3 CONSTRUCTION LIMITS

4 DELINEATED WETLAND BOUNDARY

5 SPOIL DISPOSAL AREA A

6 SPOIL DISPOSAL AREA B

7 SPOIL DISPOSAL AREA C

8 SEE SHEET CS102

9 SEE SHEET CS103

10 SEE SHEET CS104

11 SEE SHEET CS105

ALL TREE CLEARING AND EARTH MOVING

ACTIVITY WITHIN 50 FEET OF THIS SENSITIVE

CULTURAL RESOURCE SITE SHOULD BE

MONITORED BY A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFR PART 61).

SENSITIVE CULTURAL RESOURCE SITE

HABITAT AREA LIMITS

5 6

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING ACTIVITIES

THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE LOCATIONS IDENTIFIED FOR SPOIL DISPOSAL. THE DESIGN

ASSUMES THAT THE MECHANICALLY EXCAVATED MATERIAL CAN BE PLACED IN

ANY OF THESE LOCATIONS.

3. AN ELECTRONIC FILE OF THE EXISTING AND PROPOSED SURFACES WILL BE

PROVIDED TO THE CONTRACTOR, FOR INFORMATION ONLY.

4. CONTRACTOR SHALL CLEAR ALL TREES FROM WITHIN THE CONSTRUCTION

LIMITS AT THE START OF CONSTRUCTION, FOLLOWING PROJECT SPECIFICATION

31 10 00 SITE CLEARING. THE ONLY EXCEPTION ARE THE TREES IN AND AROUND

CAMPSITES THAT SHOULD BE PROTECTED.

5. THE DELINEATED WETLAND BOUNDARY IS SHOWN ON THIS SHEET.

DISTURBANCE OF WETLAND AREAS SHOULD BE AVOIDED UNLESS

CONSTRUCTION ACTIVITY IMPACTING A WETLAND IS SPECIFICALLY CALLED OUT

IN THE DRAWINGS.

0+

1+

1+

.0

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 CONSTRUCT GROYNE A ALONG CENTERLINE

2 CONSTRUCT OPTION 2 (BREAKWATER B)

ALONG CENTERLINE

3 CONSTRUCT OPTION 3 (GROYNE B) ALONG

CENTERLINE

4 CONSTRUCT OPTION 4 (GROYNE C) ALONG

CENTERLINE

5 CONSTRUCT LINEAR SHORELINE

PROTECTION ALONG CENTERLINE

ALL TREE CLEARING AND EARTH MOVING

ACTIVITY WITHIN 50 FEET OF THIS SENSITIVE

CULTURAL RESOURCE SITE SHOULD BE

MONITORED BY A QUALIFIED CULTURAL

RESOURCES PROFESSIONAL (PER APPENDIX

A OF 36 CFS PART 61).

PROVIDED THAT THE EXISTING RIPRAP AT

THIS LOCATION MEETS THE SIZE AND

QUALITY DESCRIBED IN THE CONTRACT

DRAWINGS AND PROJECT

SPECIFICATION 35 31 19, FROM STATION 0+40

TO 0+70, PLACE RIPRAP OVER THE TOP OF

THE EXISTING RIPRAP REVETMENT.

8 CONSTRUCT TEMPORARY HAUL ROUTE

PLACE RIPRAP AT 36-INCHES THICK FROM

GROYNE A TO THE EXISTING RIPRAP

REVETMENT IN THE AREA IDENTIFIED.

372 373

10+00

11+00

12+00

13+00 14+00 15+00

16+00 17+00

17+47.45375

0+

0+

.4

0+

.3

0+

2+39.65

0+00

1+00

2+00

0+

1+

1+

.0

10+00

11+00 12+0013+0014+0015+0016+0017+00

17+47.45

GROYNE A ALIGNMENT POINTS

No.

ELEV

1950.00

1950.00

NORTHING

91,760.41

91,630.05

EASTING

1,829,133.08

1,829,119.99

OPTION 2 (BREAKWATER B)

ALIGNMENT POINTS

No.

ELEV

1950.00

1950.00

NORTHING

91,778.77

91,848.30

EASTING

1,831,783.34

1,831,553.99

OPTION 3 (GROYNE B)

ALIGNMENT POINTS

No.

ELEV

1951.00

1950.00

1950.00

NORTHING

91,623.26

91,620.26

91,562.79

EASTING

1,832,098.15

1,832,098.25

1,832,098.45

OPTION 4 (GROYNE C)

ALIGNMENT POINTS

No.

ELEV

1950.00

1950.00

NORTHING

91,597.25

91,537.05

EASTING

1,832,442.29

1,832,442.49

SHORELINE PROTECTION ALIGNMENT POINTS

No.

ELEV

1950.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

1951.00

NORTHING

91,784.63

91,780.84

91,711.57

91,662.44

91,648.54

91,623.48

91,625.46

91,623.12

91,623.40

91,615.65

91,608.02

91,607.05

91,597.40

EASTING

1,831,746.79

1,831,750.06

1,831,809.74

1,831,877.92

1,831,908.98

1,831,987.37

1,832,040.95

1,832,093.25

1,832,103.25

1,832,170.85

1,832,238.44

1,832,397.91

1,832,437.29

F:

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U .S

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CS102

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SITE PLAN 1 OF 4A1

PLAN NORTH

0 25'

1" = 50'-0" GRAPHIC SCALE

50' 100' 150' 200'

HARLAN COUNTY LAKE

HARLAN COUNTY LAKE

G1/G7

CS501

G1/G7

CS501

D1

CS501

CS102

PLAN NORTH

KEYPLAN

PROPOSED MAJOR CONTOUR

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

TREE

E E OVERHEAD ELECTRICAL

SENSITIVE CULTURAL RESOURCE SITE

G1/G7

CS501

D1

CS501

J12

CS501

G1/G7

CS501

G1/G7

CS501

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING

ACTIVITIES THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE LOCATIONS IDENTIFIED FOR SPOIL DISPOSAL. THE DESIGN

ASSUMES THAT THE MECHANICALLY EXCAVATED MATERIAL CAN BE PLACED

IN ANY OF THESE LOCATIONS.

3. AN ELECTRONIC FILE OF THE EXISTING AND PROPOSED SURFACES WILL BE

PROVIDED TO THE CONTRACTOR, FOR INFORMATION ONLY.

4. OPTIONS FOR BREAKWATER B, GROYNE B, AND GROYNE C ARE SHOWN IN

BOLD TEXT ON THIS SHEET FOR KEYNOTES 2, 3, AND 4.

General Sheet Notes

PROPOSED ROCK RIPRAP

EXISTING ROCK RIPRAP

J12

CS501

G1/G7

CS501

RIPRAP STRUCTURE CENTERLINE

101 NORTHING/EASTING POINT NUMBER

TEMPORARY HAUL ROUTE

CS102

G7

CS501

461 0+

1+

2+

3+

4+

5+

6+

7+

8+00 8+52.83

0+

1+

2+

3+

4+

5+

5+

.8

485 486

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

PLACE CEDAR TREE DEEP WATER HABITAT

STRUCTURES IN 8.6 AC OVERWINTERING

HABITAT AREA

2 CONSTRUCT BREAKWATER A ALONG

CENTERLINE.

3 PLACE PASSAGE HABITAT STRUCTURES IN

THE EAST HABITAT PASSAGEWAY.

4 PLACE PASSAGE HABITAT STRUCTURES IN

THE WEST HABITAT PASSAGEWAY

5 CONSTRUCT CHANNEL PROTECTION BAFFLE

ALONG CENTERLINE

6 EXCAVATE 31,000 CUBIC YARDS OF

SEDIMENT IN INLET CHANNEL

INSTALL HAZARD MARKER POLES ALONG

TOP OF CHANNEL PROTECTION BAFFLE,

SPACED EVERY 50 FEET.

CONSTRUCTION ACTIVITY SHOULD BE

AVOIDED IN THIS SENSITIVE CULTURAL

RESOURCE AREA. IF CONSTRUCTION

ACTIVITY CANNOT BE AVOIDED IN THIS AREA

THE CONTRACTING OFFICER SHOULD BE

NOTIFIED AND A QUALIFIED CULTURAL

RESOURCE PROFESSIONAL (PER APPENDIX

A OF 36 CFS PART 61). WILL NEED TO BE

ONSITE TO MONITOR CONSTRUCTION

ACTIVITIES THAT HAVE THE POTENTIAL TO

IMPACT CULTURAL RESOURCES

PROVIDED THAT THE EXISTING RIPRAP AT

THIS LOCATION MEETS THE SIZE AND

QUALITY DESCRIBED IN THE CONTRACT

DRAWINGS AND PROJECT

SPECIFICATION 35 31 19, FROM STATIONS

0+00 TO 0+26 AND 0+59 TO 0+86, PLACE

RIPRAP OVER THE TOP OF THE EXISTING

RIPRAP REVETMENT.

10 CONSTRUCT TEMPORARY HAUL ROUTE

0+

1+

2+

3+

4+

5+

5+

.8

BREAKWATER A POINTS

No.

ELEV

1950.00

1950.00

NORTHING

91,597.15

91,076.21

EASTING

1,830,030.33

1,829,999.36

DESC

ALIGN

ALIGN

CHANNEL PROTECTION

BAFFLE POINTS

No.

ELEV

1943.00

1948.00

1948.00

NORTHING

91,236.43

91,870.16

91,915.98

EASTING

1,831,061.91

1,831,360.68

1,831,505.83

DESC

ALIGN

ALIGN

ALIGN

INLET CHANNEL POINTS

No.

ELEV

1936.30

1936.30

1936.30

1939.00

1942.00

1938.00

1937.00

1936.30

1936.30

1936.30

1938.00

1941.00

1938.00

1937.00

NORTHING

91,305.69

91,859.48

92,087.44

92,081.30

91,852.41

91,304.26

91,219.06

91,380.16

91,979.74

92,181.07

92,180.82

91,985.33

91,381.36

91,273.61

EASTING

1,831,020.30

1,831,277.16

1,831,529.61

1,831,530.61

1,831,286.44

1,831,023.42

1,830,995.38

1,830,834.37

1,831,112.47

1,831,331.38

1,831,326.08

1,831,104.92

1,830,831.19

1,830,801.39

DESC

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

GRADE

WEST HABITAT

PASSAGEWAY POINTS

No.

NORTHING

92,231.77

91,970.71

91,375.08

91,273.92

91,294.39

91,256.80

91,193.79

EASTING

1,831,406.45

1,831,124.38

1,830,848.11

1,830,818.17

1,830,642.21

1,830,586.53

1,830,559.01

DESC

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

EAST HABITAT

PASSAGEWAY POINTS

No.

NORTHING

92,127.74

91,868.32

91,311.48

91,223.73

91,153.79

91,113.74

EASTING

1,831,552.39

1,831,265.17

1,831,006.89

1,830,980.08

1,830,950.06

1,830,917.06

DESC

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

DEEP WATER

HABITAT POINTS

No.

NORTHING

91,372.79

91,245.28

91,138.32

91,090.80

90,832.58

90,903.12

91,004.56

91,083.23

EASTING

1,830,117.30

1,830,519.46

1,830,915.21

1,831,273.66

1,831,230.74

1,830,729.53

1,830,408.33

1,830,055.97

DESC

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

STAKING

F:

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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PLAN NORTH

M

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DI

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0 50'

1" = 100'-0" GRAPHIC SCALE

100' 200' 300' 400'

A1/D1

CS501

M12

CS501

A11

CS501

CS103

PLAN NORTH

KEYPLAN

PROPOSED MAJOR CONTOUR

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

ROAD SIGN

TREE

E E OVERHEAD ELECTRICAL

A1/D1

CS501

M12

CS501

SENSITIVE CULTURAL RESOURCE SITE

HABITAT AREA LIMITS

General Sheet Notes

PROPOSED ROCK RIPRAP

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING

ACTIVITIES THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE LOCATIONS IDENTIFIED FOR SPOIL DISPOSAL. THE DESIGN

ASSUMES THAT THE MECHANICALLY EXCAVATED MATERIAL CAN BE PLACED

IN ANY OF THESE LOCATIONS.

3. AN ELECTRONIC FILE OF THE EXISTING AND PROPOSED SURFACES WILL BE

PROVIDED TO THE CONTRACTOR, FOR INFORMATION ONLY.

EXISTING ROCK RIPRAP

F1

CS502

D1

CS502

A1

CS502

101 NORTHING/EASTING POINT NUMBER

A11

CS501

TEMPORARY HAUL ROUTE

G11

CS502

G11

CS502

A1

CS502

A1

CS502

G11

CS502

0+00

1+00

1+23.72

KEYNOTE

ID DESCRIPTION DETAIL

SHEET

1 CONSTRUCT OPTION 1 ALONG CENTERLINE.

CONSTRUCTION ACTIVITY SHOULD BE

AVOIDED IN THIS SENSITIVE CULTURAL

RESOURCE AREA. IF CONSTRUCTION

ACTIVITY CANNOT BE AVOIDED IN THIS AREA

THE CONTRACTING OFFICER SHOULD BE

NOTIFIED AND A QUALIFIED CULTURAL

RESOURCE PROFESSIONAL (PER APPENDIX

A OF 36 CFS PART 61). WILL NEED TO BE

ONSITE TO MONITOR CONSTRUCTION

ACTIVITIES THAT HAVE THE POTENTIAL TO

IMPACT CULTURAL RESOURCES

3 BREAKWATER A INCLUDED IN THE BASE

CONTRACT, SEE SHEET CS103

4 CONSTRUCT TEMPORARY HAUL ROUTE

0+00

1+00

1+23.72

OPTION 1 POINTS

No.

ELEV

1950.00

1950.00

NORTHING

90,962.39

91,076.21

EASTING

1,830,047.84

1,829,999.36

DESC

ALIGN

ALIGN

F:

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U .S

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C O

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F E

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E R

S

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CS103-1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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PLAN NORTH

M

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HO

DI

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HARLAN COUNTY LAKE

0 50'

1" = 100'-0" GRAPHIC SCALE

100' 200' 300' 400'

A1

CS501

CS103

PLAN NORTH

KEYPLAN

PROPOSED MAJOR CONTOUR

LEGEND:

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

DELINEATED WETLAND BOUNDARY

PROPERTY LINE

FENCE LINE

TREE LINE

ROAD SIGN

TREE

E E OVERHEAD ELECTRICAL

A1

CS501

SENSITIVE CULTURAL RESOURCE SITE

HABITAT AREA LIMITS

General Sheet Notes

PROPOSED ROCK RIPRAP

1. A QUALIFIED CULTURAL RESOURCES PROFESSIONAL (PER APPENDIX A OF 36

CFR PART 61) WILL NEED TO BE HIRED TO MONITOR EARTH-MOVING

ACTIVITIES THAT HAVE THE POTENTIAL TO IMPACT CULTURAL RESOURCES.

2. THERE ARE THREE…