140L0624F0048_COVE_RAMP_FINAL_CONSTRUCTION_PLANS_REVISED_03-04-2025_0001.pdf

IDAHO

OREGON

MONTANAWASHINGTON

CANADA

NEVADA UTAH

WYOMING

IDAHO

STATE OF

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

BRUNEAU, ID

PROJECT

AREA

CJ STRIKE

RESERVOIR

G100

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SH-78

CONTRACT NOTES

1. ALL ITEMS SHOWN OR NOTED ON PLANS WHICH ARE NOT

SPECIFICALLY BID ITEMS ARE CONSIDERED INCIDENTAL ITEMS. THE

COST OF FURNISHING AND INSTALLING ALL INCIDENTAL ITEMS WILL

NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE UNIT

PRICE BID FOR OTHER ITEMS.

GENERAL NOTES

1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR

CONSTRUCTION, EXCEPT THE US ARMY CORPS OF ENGINEERS

SECTION 404 PERMIT, WHICH WILL BE PROVIDED BY THE

GOVERNMENT.

2. IF THERE ARE CONTRADICTIONS BETWEEN THE CODES AND

STANDARDS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

AT THE SITE BEFORE STARTING WORK AND SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF

ANY DISCREPANCIES.

4. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS

OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE GOVERNMENT BEFORE

PROCEEDING WITH ANY WORK INVOLVED.

5. DRAWINGS INDICATE THE FINISHED PRODUCT. THEY DO NOT

INDICATE A METHOD OF CONSTRUCTION. CONTRACTOR SHALL TAKE

ALL PRECAUTIONS NECESSARY TO PROTECT THE STRUCTURE

DURING CONSTRUCTION. SUCH PRECAUTIONS SHALL INCLUDE, BUT

NOT BE LIMITED TO BRACING, SHORING FOR CONSTRUCTION

EQUIPMENT, ETC.

6. ANY TEMPORARY SHORING FOR EXCAVATION AND/OR DEWATERING

IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL

SUBMIT PLANS TO GOVERNMENT PRIOR TO CONSTRUCTION.

7. OBSERVATION VISITS TO THE JOB SITE BY THE COR SHALL NEITHER

BE CONSTRUED AS INSPECTION NOR APPROVAL FOR

CONSTRUCTION.

8. THE CONTRACTOR SHALL PREPARE AND FURNISH TO THE COR A SET

OF RECORD DRAWINGS AT THE COMPLETION OF THE PROJECT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING

SOURCES FOR GRANULAR MATERIAL, RIPRAP, ANY OTHER

EARTHWORK MATERIALS, WATER FOR CONSTRUCTION, AND

ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY

CONSTRUCTING THE PROJECT.

10. DISPOSE OF ALL MATERIALS OFF SITE AT A LOCATION AND SITE

THAT SHALL BE APPROVED BY THE GOVERNMENT AND TO BE

DETERMINED BY THE CONTRACTOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH

OSHA REQUIREMENTS AND OTHER SAFETY STANDARDS REQUIRED

DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL PLACE AND INSTALL CONSTRUCTION

FENCING AROUND THE CONSTRUCTION SITE PRIOR TO

COMMENCING CONSTRUCTION.

13. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE

KNOWLEDGE AND CONSENT OF THE GOVERNMENT.

14. NO DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT THE

WRITTEN APPROVAL OF THE GOVERNMENT.

15. PROVIDE 14 DAYS NOTICES PRIOR TO START OF CONSTRUCTION

FOR GOVERNMENT STAFF PLANNING PURPOSES.

16. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES,

AND OTHER FEATURES ARE SHOWN USING SURVEYED

INFORMATION. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST.

17. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED

ON A SITE SPECIFIC SURVEY. CONTROL POINTS ARE IDENTIFIED ON

THE PLANS.

18. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE

ON THE PROJECT SO AS TO PREVENT THE TRANSPORT AND SPREAD

OF NOXIOUS WEED AS WELL AS TO PREVENT SPILLS OR LEAKS OF

EQUIPMENT FLUID.

19. DISTURBANCES IN STAGING AREA SHALL BE KEPT MINIMAL, AND

SHALL BE RESTORED TO EXISTING CONDITIONS AFTER

CONSTRUCTION ACTIVITIES.

20. THE GOVERNMENT WILL ACT UPON CONTRACTOR'S SUBMITTALS OR

SHOP DRAWINGS AND TRANSMIT A RESPONSE TO THE

CONTRACTOR NO LATER THAN 15 CALENDAR DAYS AFTER RECEIPT.

RESUBMITTALS WILL BE SUBJECT TO THE SAME REVIEW TIME. NO

ADJUSTMENT OF CONTRACT TIME OR PRICE WILL BE ALLOWS DUE

TO GOVERNMENT'S REVIEW OF SUBMITTALS OR SHOP DRAWINGS.

21. ALL PLANTING MATERIAL WILL BE PROVIDED BY THE GOVERNMENT

AND PLANTING WILL BE DONE BY THE GOVERNMENT. PROVIDE

NOTICE TO THE GOVERNMENT 7 DAYS PRIOR TO COMPLETION OF

GRADING AND SITE PREPARATION TO SCHEDULE PLANTING.

CIVIL

1. TEMPORARY STOCKPILES SHALL BE PLACED AS FAR FROM

RESERVOIR AS PRACTICABLE.

2. AT COMPLETION OF PROJECT, STOCKPILE/STORAGE AREAS SHALL

BE REMOVED AND RESTORED TO EXISTING CONDITIONS UNLESS

SPECIFIED OTHERWISE BY THE GOVERNMENT.

3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE

REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO

THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

DRAINAGE

1. PROVIDE DEWATERING SUMPS AND PUMPS AS NEEDED IN NEW

RAMP STRUCTURE EXCAVATION. DEWATERING PLANS SHALL BE

APPROVED BY THE GOVERNMENT PRIOR TO CONSTRUCTION.

CONCRETE

1. CONCRETE MIX DESIGN TO BE CLASS 4000A WITH 3/4" AGGREGATE IN

ACCORDANCE WITH PROJECT SPECIFICATIONS, CAST-IN-PLACE

CONCRETE. THE CONCRETE MIX DESIGN PARAMETERS ARE

REFERENCED BELOW.

MINIMUM COMPRESSIVE STRENGTH OF f'c = 4,000 PSI AT 28 DAYS

MINIMUM CEMENT CONTENT OF 560 LB/CY

MAXIMUM WATER CEMENT RATIO OF 0.44

MAXIMUM SLUMP OF 2.5"±1.0

AIR CONTENT OF 6.5% ±1.5

2. THE CONTRACTOR SHALL KEEP VEHICLES OFF OF THE NEW

CONCRETE BOAT RAMP UNTIL THE CONCRETE HAS REACHED THE

SPECIFIED 28-DAY STRENGTH.

3. REINFORCEMENT SHALL BE GRADE 60.

ENVIRONMENTAL RESTRAINTS

1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS

AND REGULATIONS CONTROLLING POLLUTION OF THE

ENVIRONMENT. PROTECT AGAINST THE CONTAMINATION OF SOIL,

WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS, GARBAGE,

DEBRIS, OR OTHER WASTES AT ALL TIMES. CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING IDAHO DEPARTMENT OF

ENVIRONMENTAL QUALITY (IDEQ) CONSTRUCTION GENERAL PERMIT

(CGP) AND MAINTAINING COMPLIANCE WITH PERMIT REQUIREMENTS

THROUGHOUT CONSTRUCTION, IF NEEDED.

2. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN DESIGNATED

AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER

FLUIDS.

3. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE

SPRINKLER EQUIPMENT TO ABATE ANY DUST NUISANCE, OR AIR

POLLUTION THAT MAY ARISE DUE TO CONSTRUCTION OPERATIONS.

NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING OPERATIONS.

FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY

SHUTDOWN OF THE PROJECT AND NO ADDITIONAL TIME WILL BE

ALLOWED. PROVIDE ALL WATER NECESSARY FOR SPRINKLING

OPERATIONS.

4. HAULING SPILLS: PREVENT SPILLAGE OR SPREADING OF MATERIALS

ALONG HAUL ROADS OR ANY NON-DESIGNATED AREA. CLEAN UP

AND PROPERLY DISPOSE OF ANY SPILLS.

G101

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QUALITY ASSURANCE PLAN

1. INSPECTION REPORTS SHALL BE DELIVERED TO THE

GOVERNMENT BI-WEEKLY OR MORE FREQUENTLY AS REQUIRED

BY THE GOVERNMENT.

2. TESTING INSPECTIONS AND SOURCE QUALITY CONTROL WILL

BE PERFORMED BY A QUALIFIED AND INDEPENDENT TESTING

AND INSPECTING AGENCY ENGAGED BY THE CONTRACTOR.

3. INSPECTION AND TESTING REQUIREMENTS

TABLES ON THIS SHEET APPLY ONLY TO THE BOAT RAMP

STRUCTURE AND ARE NOT APPLICABLE TO THE SHORELINE

STABILIZATION PROJECT COMPONENTS.

VERIFICATION AND INSPECTION CONTINUOUS DURING

TASK LISTED

PERIODICALLY DURING

TASK LISTED

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN

BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

-- X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS

BEEN PREPARED PROPERLY.

-- X

-- X

X --

-- X

REQUIRED INSPECTIONS AND TESTS OF SOILS (ONLY APPLIES TO BOAT RAMP STRUCTURE)

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED

STANDARD

IBC

REFERENCE

1. INSPECTION OF REINFORCING STEEL, INCLUDING

A. VERIFY SPACING AND PLACEMENT

B. VERIFY ANY SPLICING

C. VERIFY MINIMUM CLEARANCES

4. VERIFYING USE OF REQUIRED DESIGN MIX.

-- X ACI 318 --

---- X ACI 318: CH. 19,

26.4.3, 26.4.4

1904.1, 1904.2

5. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF

THE CONCRETE.

X --

ASTM C172,

ASTM C31,

ACI 318: 26.4, 26.12

1908.10

6. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES. X -- ACI 318: 26.5 --

7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. -- X ACI 318:

26.5.3-26.5.5 --

8. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED.

-- X

ACI 318:

26.11.1.2(b) --

REQUIRED INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

X

X

X

6. PRIOR TO PLACEMENT OF SUBGRADE SEPARATION GEOTEXTILE, INSPECT FABRIC FOR DEFECTS

AND AFTER INSTALLATION INSPECT OVERLAPPING JOINTS.

-- X

IN THE ABOVE

#1

#3

#4

#5

#2

CONTROL POINT TABLE

POINT #

ELEVATION

2459.64

2469.90

2479.23

2475.97

2466.24

NORTHING

463087.38

463195.47

462849.68

462754.50

462913.39

EASTING

2570543.04

2571093.19

2570965.40

2570596.57

2570102.34

DESCRIPTION

CP S5R FA CTL

CP S5R FA CTL

CP S5R FA CTL

CP S5R FA CTL

CP S5R FA CTL

#1

BLM COVE EXISTING ALIGNMENT

STATION=11+60.00

OFFSET=0.00

NORTHING=463081.52

EASTING=2570588.78

10+00 11+00 11+60S19°46'40"E

BLM COVE EXISTING ALIGNMENT

STATION=10+00.00

OFFSET=0.00

NORTHING=463232.09

EASTING=2570534.64

N

GRAPHIC SCALE

150'100'50'0'

SCALE: 1"=100'

SURVEY CONTROL PLAN

1. THE COORDINATES SHOWN HEREON ARE REFERENCED TO NAD 1983 (2011)(EPOCH 2010) PROJECTED TO THE IDAHO WEST ZONE (1103).

2. TO ACHIEVE GROUND DISTANCES, MULTIPLY BY THE 1/CSF OF 1.000178 CONVERGENCE ANGLE AT POINT 1 = 00°08'15.7"

3. ELEVATIONS ARE NOMINAL NAVD (88) DERIVED FROM REDUNDANT OPUS SOLUTIONS AND COMPUTED USING GEOID 18(CONUS)

4. CONTROL POINTS 2-5 ARE LOCATED OUTSIDE OF SHEETS LIMITS , SEE CONTROL POINT TABLE FOR LOCATIONS.

SURVEY CONTROL NOTES

C100

SHEET 3 OF 6

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EXISTING APPROXIMATE WATER

LEVEL = 2457.80 AT TIME OF SURVEY

PROJECT AREA

CONSTRUCTION

FENCING

REMOVE EXISTING

30' X 70' BOAT RAMP

REMOVE TREE X 4

N

PROJECT AREA

SCALE: 1"=30'

DEMOLITION PLAN

GRAPHIC SCALE

45'30'15'0'

9+60 10+00 11+00 12+00

BP ST

A=

+0

0.

EL

EV

=2

4.

EP ST

A=

+6

0.

EL

EV

=2

1.

10.00%

BE

G

IN

R

AM

P

ST

A=

+5

7.

EL

EV

=2

4.

EN

D

R

AM

P

ST

A=

+0 2.

EL

EV

=2

9.

TRANISTION TO EXISTING

REGRADE TO A MAXIMUM 2% SLOPE

STA=10+33.36

ELEV=2454.59

M

AT

C H

E

XI

ST

IN

G

ST

A=

+0 4.

EL

EV

=2

9.

4'

2'

BOAT RAMP REFERENCE ALIGNMENT

STATION=10+00.00

NORTHING=463232.09

EASTING=2570534.64

10+00 11+00 11+6030'

TO

E

TO

E

TO

P

END RAMP

STA=11+02.76

S19°46'40"E

BEGIN RAMP

STA=10+57.98

TO

P

TO

E

TOE

TO

E

TO

P

56 24

BOAT RAMP REFERENCE ALIGNMENT

STATION=11+60.00

NORTHING=463081.52

EASTING=2570588.78

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PROPOSED GRADE EXISTING GRADE

A C200

APPROX. WATER LEVEL MEASURED ON MAY. 20, 2024

2457.80

PROPOSED RIPRAP

LEGEND

RIPRAP

C101

N

6.13%

4:1 HORIZ. TO VERT SCALE

PROFILE

-1.71%

SCALE: 1"=20'

BOAT RAMP PLAN

BC200

PL

A

N A

N D

P R

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LE

SHEET 4 OF 6

SEE SHEET C300 FOR

BANK STABILIZATION DETAILS

SEE SHEET C300 FOR

BANK STABILIZATION DETAILS

RESTORE GRAVEL

SURFACING FULL DEPTH WITH

CRUSHED AGGREGATE TYPE 1 (3/4" BASE)

TO LIMITS OF BOAT RAMP

NEW CONCRETE BOAT RAMP

GRAPHIC SCALE

20'0' 40'

PROPOSED CONCRETE RAMP

PROPOSED NATIVE MATERIAL

EXISTING 30' X 70' BOAT RAMP

(TO BE REMOVED)

4'

30'

2'

6"

2'

6"

7" CAST-IN-PLACE CONCRETE,

CLASS 4000A

6" CRUSHED AGGREGATE TYPE A ( 3/4" BASE)

CUTOFF WALL

CUTOFF WALL

CL

EXISTING GRADE

2'

SUBGRADE SEPARATION

GEOTEXTILE

FINISH GRADE #4 REBAR @ 12" 0.C.

EACH WAY, 3" MIN. CLR FROM BOTTOM

EXISTING GRADE

FINISH GRADE

AN.T.S.

TYPICAL RAMP SECTION A

BN.T.S.

END WALL SECTION

SUBGRADE SEPARATION

GEOTEXTILE

SUBGRADE SEPARATION

GEOTEXTILE

1. ALL MATERIALS AND

CONSTRUCTION IN

ACCORDANCE WITH PROJECT

SPECIFICATIONS.

2. CONCRETE COMPRESSIVE

STRENGTH TO BE A MINIMUM

4,000 PSI AT 28 DAYS

#4 REBAR @ 12" 0.C.

EACH WAY.

COMPACT SUBGRADE

2'

6"

1RAMP EDGE AND END DETAIL

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C200

TY

PI

C A

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SE

C

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A

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S

12"

6"

4 MIN.

2'

CONSTRUCTION JOINT

1/2" STAINLESS STEEL DOWEL BAR X 18" LENGTH

CENTER ON JOINT @ 18" O.C. OR

3/8" X 4 1/2" X 4 1/2" DOWEL PLATES @ 18" O.C.

SECOND POURFIRST POUR

1/8" WIDE X 1-3/4" DEEP (BELOW V-GROOVE)

SAWCUT OR TOOLED JOINT

4SLAB JOINTS

NTS

1. CONTROL OR CONSTRUCTION JOINT IS

REQUIRED AT CENTERLINE OF RAMP.

2. JOINT SPACING IN THE LONGITUDINAL

DIRECTION SHALL NOT EXCEED 7.5 FEET FOR

CONTROL JOINTS AND 15 FEET FOR

CONSTRUCTION JOINTS.

3. CONTRACTOR SHALL SUBMIT LAYOUT PLAN

SHOWING FINAL CONTROL AND

CONSTRUCTION JOINT LOCATIONS. APPROVAL

OF THIS PLAN BY THE GOVERNMENT IS

REQUIRED PRIOR TO ANY CONCRETE

PLACEMENT.

4. CONTRACTOR SHALL SUBMIT A CONCRETE

FINISH PLAN DESCRIBING THE PROPOSED

METHOD TO OBTAIN V-GROOVE SURFACE

PATTERN SHOWN IN DETAILS 2 AND 3 ON THIS

SHEET.

RAMP SURFACE 1" x 1"

V-GROOVE PATTERN

SEE DETAIL 3

CL

V-GROOVE

SURFACE

PATTERN

60°

6 1/4"

3/4"±

7"

2RAMP SURFACE DETAIL

NTS 3RAMP SURFACE PATTERN DETAIL

NTS

CONTROL JOINT

1" 90°

1"

CONTROL JOINT

2'

RIPRAP D50 = 12"

BACKFILL VOIDS IN ROCK

WITH NATIVE SOIL FLUSH

WITH BOAT RAMP SURFACE

ABOVE WATER LINE.

RIPRAP D50 = 12"

BACKFILL VOIDS IN ROCK

WITH NATIVE SOIL FLUSH

WITH BOAT RAMP SURFACE

ABOVE WATER LINE.

4 MIN.

RIPRAP D50 = 12"

BACKFILL VOIDS IN ROCK

WITH NATIVE SOIL FLUSH

WITH BOAT RAMP SURFACE

ABOVE WATER LINE.

3" M

IN

. C

LR

0% CROSS-SLOPE

2"

M

IN

. C

LR

SHEET 5 OF 6

4 MIN.

SLAB JOINT NOTES

RAMP SECTION NOTES

TOE

TOE

TOE

TOE TOE

TOE

TOP

TOP

TOP

TOP

TOP

TOP

TOE

TOE

TOE

TOP

END RAMP

STA=11+02.76

BEGIN RAMP

STA=10+57.98

+5

+0

30'

NEW CONCRETE BOAT RAMP

50'

SHORELINE STABILIZATION

50'

SHORELINE STABILIZATION

7 8

24 13

WEST BANK STABILIZATION POINT TABLE

POINT #

ELEVATION

2459.04

2458.85

2458.80

2458.80

2458.82

2458.00

2457.00

2457.00

2457.00

2457.00

2457.00

2458.00

NORTHING

463129.64

463130.46

463128.71

463117.34

463114.41

463118.91

463121.69

463124.63

463142.12

463145.99

463148.84

463139.43

EASTING

2570553.41

2570548.83

2570541.19

2570525.53

2570521.48

2570518.21

2570516.19

2570520.24

2570544.35

2570546.41

2570546.51

2570549.89

EAST BANK STABILIZATION POINT TABLE

POINT #

ELEVATION

2457.00

2457.04

2458.00

2458.69

2458.60

2458.60

2459.27

2459.04

2458.54

2457.00

2457.00

2457.00

NORTHING

463152.06

463152.87

463147.14

463145.05

463144.01

463137.01

463135.02

463140.46

463141.14

463155.65

463146.41

463144.83

EASTING

2570627.22

2570631.03

2570632.25

2570632.69

2570627.80

2570594.83

2570585.48

2570583.53

2570585.41

2570580.19

2570588.39

2570593.17

WILLOW PLANTINGS TO BE

COMPLETED BY GOVERNMENT

CN.T.S.

BANK STABILIZATION SECTION

N

C C3

RIPRAP

NATIVE FILL MATERIAL

RETAIN AND PROTECT

RETAIN AND PROTECT

REMOVE 1

EXISTING TREE REMOVE 3

EXISTING TREES

REMOVE AND RESET RETAIN AND PROTECT

RETAIN AND PROTECT

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CN.T.S.

BANK STABILIZATION SECTION

SCALE: 1"=20'

BANK STABILIZATION PLAN

NATIVE PLANTINGS BY GOVERNMENT.

RIPRAP D50 =12"

FILL IN VOIDS IN RIPRAP BELOW WATER LINE WITH

3/4" AGGREGATE TYPE A. CONSTRUCT IN LIFTS TO

ENSURE VOIDS ARE FILLED AND INTERLOCK

BETWEEN LOOSE RIPRAP. TOP DRESS WITH

SUITABLE BORROW MATERIALS ABOVE WATERLINE.

EXISTING GRADE

PROPOSED GRADE

SUBGRADE SEPARATION

GEOTEXTILE

WATER

SURFACE

ELEVATION

5H:1V

RESERVOIR BOTTOM

ELEVATION

VA

R

IE

S

LIVE WILLOW STAKES PLANTED BY GOVERNMENT.

BACKFILL VOIDS IN ROCK WITH SUITABLE BORROW

MATERIAL ABOVE WATERLINE.

SUITABLE BORROW MATERIAL

PER PROJECT SPECIFICATIONS

C300

SHEET 6 OF 6

2' M

IN.

CLEAR AND GRUB WITHIN LIMITS OF

SHORELINE STABILIZATION

" M

IN

FLAT TOP

MINIMUM OF 2 BUDS

EXPOSED ABOVE GROUND

RIPRAP

TAMP SOIL AROUND CUTTING

OR LIVE STAKE

SOIL

ANGLE CUT

NTS

WILLOW PLANTING DETAIL

LIVE STAKE

GEOTEXTILE

GRAPHIC SCALE

40'20'0'

DEWATERING AREA

EXISTING 30' X 70' RAMP

(TO BE REMOVED)