J_3__Combined_17_x_11_Drawing_Binder_(30_pages).pdf

PDF 14 MB Posted Jun 22, 2026

Attached to: Speelyi Shoreline protection
Solicitation number: 140R1026B0002
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Jun 22, 2026

This document is a set of design and construction drawings for the Cle Elum Dam and Reservoir Speelyi Beach Shoreline Protection project in the Yakima River Basin, Washington, prepared by the Bureau of Reclamation.

The project involves placement of riprap shoreline protection along approximately 24,000 linear feet of Cle Elum Reservoir shoreline to prevent erosion at the Speelyi Day Use Area. The base work includes constructing a temporary access road, staging area, and drainage crossings; clearing and grubbing; placing 4.5-foot-thick riprap at elevation 2251.5 feet extending down to existing grade at a maximum 2:1 slope with bedding stone and geotextile fabric; and installing 2-log and 3-log fish habitat structures. A temporary access road will be constructed from Lake Cabins Road with specific alignment coordinates provided in detailed tables. The riprap placement extends from station 0+00 through 24+00, with the work boundaries generally following the 2225-foot contour. The project includes optional price schedule elements for perched beach work and grading at Speelyi Beach, culvert modifications on adjacent private property (Richardson parcel), and tree clearing with specific restrictions on certain parcels. Cross-sections, profile views, and alignment tables provide detailed specifications for riprap thickness, slope ratios, key depths, and material composition. Fish habitat structures must meet minimum specifications of 50-100 feet length, 15-inch minimum diameter, with 80 percent buried and specific exposed vertical open areas. Work restrictions apply to private properties (APN #512334 and APN #522334), with no excavation permitted on certain parcels. The drawings include topographic survey data, tree inventory maps, and grading point tables to guide construction execution.

View the file

Other files

File	Type	Posted
C05_06_-_Dredging_Plan_Speelyi_Amend_0002_0002.pdf	PDF	Jul 10, 2026
C06_05_Speelyi_Q_A_Log_Amend_0002_0002.pdf	PDF	Jul 10, 2026
C05_06_-_Water_Quality_Mgmnt_Plan_Speelyi_Amend_0002_0002.pdf	PDF	Jul 10, 2026
C06_05_-_Spec_13_00_10_updated_Amend_0002_signed_0002.pdf	PDF	Jul 10, 2026
Sol_140R1026B0002_Amd_0002.pdf	PDF	Jul 10, 2026
C06_05_-_DWGs_Updated_60002___60047_Amend_0002_0002.pdf	PDF	Jul 10, 2026
C06_01_-_Speelyi_Site_Visit_Attendence_List_0001.pdf	PDF	Jul 9, 2026
Sol_140R1026B0002_Amd_0001.pdf	PDF	Jul 9, 2026
Sol_140R1026B0002.pdf	PDF	Jun 22, 2026
J_4__Permits_Combined_(66_pages).pdf	PDF	Jun 22, 2026
J_2_-_Bid_Bond_(4_pages).pdf	PDF	Jun 22, 2026
J_1__Wage_DOL_No__WA20260049_Kittitas_05_18_26_(8_pages).pdf	PDF	Jun 22, 2026
J_5_Specs_(_206_pages).pdf	PDF	Jun 22, 2026
C05_03_-_Solicitation_140R1026B0002_Final.pdf	PDF	Jun 22, 2026

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

KEY MAP

YAKIMA PROJECT

YAKIMA RIVER BASIN WATER ENHANCEMENT PROJECT - INTEGRATED PLAN

CLE ELUM DAM AND RESERVOIR

SPEELYI BEACH SHORELINE PROTECTION

VICINITY MAP

SCALE OF FEET

0 150001000050005000

SCALE OF FEET

0 750500250250

PROJECT SITE

SHEET INDEX

Sheet No. Drawing No. Sheet Title 1 33-109-60001 Location Map and Sheet Index

2 33-109-60002 Access and Staging - Plan and Detail

3 33-109-60003 Site Plan Overview 4 33-109-60004 Plan View Riprap Placement Sta. 0+00 to Sta. 6+50

5 33-109-60005 Plan View Riprap Placement Sta. 6+50 to Sta. 12+50

6 33-109-60006 Plan View Riprap Placement Sta. 12+50 to Sta. 19+50

33-109-60007 Plan View Riprap Placement Sta. 19+50 thru End8

33-109-60008 Perched Beach - Plan9

33-109-60009 Access Road/Riprap - Typical Sections10

33-109-60010 Perched Beach - Sections

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

LOCATION MAP AND

SHEET INDEX

CCAO, YAKIMA, WA

33-109-60001

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

33-109-60011 Riprap top alignement - Tables

Coordinate System: State Plane Coordinate System, Washington South Zone (FIPS 3602)

Vertical Datum: USBR Cle Elum Dam.

USBR Cle Elum Dam Elev. + 5.20 feet = NAVD88.

Horizontal Datum: NAD 83 (11), Based on measurements to WSDOT monuments designated GP19090-38, GP19090-46, and GP19970-8.

Units: US Survey Feet

Note: Project Grid to Ground combined scale factor for this site is 1.000100178.

33-109-60019 Plan View Riprap Placement Sta. 12+75 to Sta. 13+25

-0 6-

S H

33-109-60047 Fish Habitat Log Structures13

-0 2-

S H

33-109-6008814

33-109-6008915

33-109-6009016

33-109-6009117

33-109-6009218

33-109-6009319

33-109-6009420

33-109-6009521 33-109-6009622 33-109-6009723

Cross Sections - Riprap Top Alignment Sta. 0+50 to 2+00

Cross Sections - Riprap Top Alignment Sta. 2+50 to 5+00

Cross Sections - Riprap Top Alignment Sta. 5+50 to 7+00

Cross Sections - Riprap Top Alignment Sta. 7+50 to 9+00

Cross Sections - Riprap Top Alignment Sta. 9+50 to 11+00

Cross Sections - Riprap Top Alignment Sta. 11+50 to 13+50

Cross Sections - Riprap Top Alignment Sta. 14+00 to 15+50

Cross Sections - Riprap Top Alignment Sta. 17+50 to 19+00

Cross Sections - Riprap Top Alignment Sta. 19+50 to 23+00

Cross Sections - Riprap Top Alignment Sta. 23+50 to 24+00

X X

4+07

9+00

15+00

15+51

0+00

1+00

2+00 3+00

4+00

5+00

6+00

7+00

8+00 9+00

10+00 11+00

12+00 13+00 14+00 15+00 16+00 17+00

18+00 19+00

20+00 21+00

22+00 23+00

BP: 0+

00.00

PC: 1+

02.75

PT: 3+

19.11

PC: 7+

09.95

PT: 8+

69.96

: 8+

97.06

PT: 9+

71.25

PC: 12+

79.58

PT: 13+

41.13

: 16+

58.26

PT: 17+

84.32

PC: 21+

60.74

PT: 22+

17.19

EP: 23+

09.58

L3 L4

C2 C3

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

C H

S H

O R

O N

ACCESS AND STAGING

PLAN AND DETAIL

CCAO, YAKIMA, WA

33-109-60002

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

36"Ø Storm drain pipe, 40' long 2' min. cover

Riprap

Lake C abins R oad

Mill Creek Road

S hadow

Lane

Guzzi Lane

Cle Elum Reservoir

NOTES:

1. Culverts at temporary road crossings must be removed during extended periods when work stops to allow fish passage when the reservoir level is 2230 or higher.

2. Contractor may stockpile and stage riprap between the temporary access road and bank slope.

3. No work shall take place below existing elevation 2225 unless shown otherwise on the drawings.

4. Start the temporary access road along the side of the existing boat ramp. Stockpile existing riprap placed at the edge of the boat ramp and replace it upon removal of the temporary access road.

5. See drawing 33-109-60009 for typical temporary access road section and proposed profile.

6. Material may be borrowed between the temporary access road and the top of riprap placement, within the work limits as shown. Restore any borrow areas after use by grading max 5:1 slope at edges with drainage toward reservoir to avoid fish entrapment.

7. The Contractor may use water from the reservoir for dust control. Any water pumps set below elevation 2243 for filling a water truck must be placed in secondary containment and be equipped with a NMFS-compliant intake screen.

8. Contractor may relocate existing driftwood as necessary to clear the work area. Upon completion of all work, ensure driftwood is not left in piles and spread it naturally within the restored work site.

0 100' 200'

S.R. 903

Salm on La

Sac Road

G uzzi Lane

ACCESS AND STAGING

Temporary haul or access road

20' Undisturbed

9" Fiber roll, (typ.)

2:1 Max.

20' (typ.)

DRAINAGE CROSSING PLAN

N.T.S.

Flowline of intermittent drainage

Speelyi Day Use Area

Staging Area

M ill Creek

Temporary drainage. See Note 1 and drainage crossing plan detail below Temporary drainage. See Note 1 and drainage crossing plan detail below

Existing log revetments Do not disturb

Temporary access road See notes.

Start temp access road Protect ex. asphalt edge

Line Table: Temporary Access Road

Line #

Length

56.44

126.06

61.55

74.19

160.01

216.37

92.40

376.42

317.13

308.33

27.10

390.84

102.75

Direction

N12° 45' 03.18"W

N6° 06' 09.62"W

N11° 48' 48.64"E

N10° 36' 24.34"E

N18° 48' 07.82"E

N0° 34' 38.43"E

N7° 21' 38.85"W

N18° 08' 27.50"W

N5° 56' 08.25"E

N17° 41' 29.04"E

N3° 31' 19.65"E

N34° 04' 55.98"E

N32° 55' 39.12"W

Start Point Northing

702436.72

701954.58

701579.01

701212.53

701035.79

700507.86

702491.69

702079.01

701639.15

701285.26

701185.48

700712.09

700421.62

Start Point Easting

1500825.04

1500955.54

1500910.17

1500802.85

1500750.22

1500529.14

1500812.60

1500942.24

1500922.75

1500816.47

1500801.18

1500531.20

1500584.99

End Point Northing

702491.69

702079.01

701639.15

701285.26

701185.48

700712.09

702583.32

702436.72

701954.58

701579.01

701212.53

701035.79

700507.86

End Point Easting

1500812.60

1500942.24

1500922.75

1500816.47

1500801.18

1500531.20

1500800.76

1500825.04

1500955.54

1500910.17

1500802.85

1500750.22

1500529.14

Curve Table: Temporary Access Road

Curve #

Radius

300.00

185.00

Length

56.44

126.06

61.55

74.19

160.01

216.37

Chord Direction

N12° 45' 03.18"W

N6° 06' 09.62"W

N11° 48' 48.64"E

N10° 36' 24.34"E

N18° 48' 07.82"E

N0° 34' 38.43"E

Start Point Northing

702436.72

701954.58

701579.01

701212.53

701035.79

700507.86

Start Point Easting

1500825.04

1500955.54

1500910.17

1500802.85

1500750.22

1500529.14

End Point Northing

702491.69

702079.01

701639.15

701285.26

701185.48

700712.09

End Point Easting

1500812.60

1500942.24

1500922.75

1500816.47

1500801.18

1500531.20

Stock pile and borrow allowed (see Note 6)

OPTIONAL PRICE SCHEDULE A

WORK LIMIT

-0 3-

A D

A L

E S C H

W O

R K L

B O

U N

D A R Y.

A D

H H

A B

A T

U C

Proposed 2-log fish habitat log structure (typ.)

Proposed 3-log fish habitat log structure (typ.)

-0 2-

D N

M A

X X

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

SITE PLAN

OVERVIEW

CCAO, YAKIMA, WA

33-109-60003

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

0 100' 200'

SITE PLAN

NOTES:

1. Riprap to be placed at El. 2251.5' and extending down to existing surface at maximum of 2:1 slope, per the typical section on 33-109-60009.

2. Riprap to be placed to a thickness of 4.5', per the typical section on 33-109-60009.

4. Riprap to be placed over bedding stone, and geotextile fabric, per the typical section on 33-109-60009.

5. Key riprap to a depth of 4.5', per the typical section on 33-109-60009.

6. Use of site boundary generally follows the 2225 contour to the west, and an area offset 10-feet east of the top of riprap alignment.

7. Clear and grub as required for placement of riprap.

8. Remove trees as required for placement of riprap.

9. Demolish and dispose of stairways and structures that interfere with riprap placement unless noted otherwise on sheets 60004 through 60007 and 60019.

10. Contractor may stockpile riprap between the access road and the edge of shoreline protection work: see sheet 60002. Do not stockpile material below elevation 2225.

11. Contractor may relocate existing driftwood as necessary to clear the work area. Upon completion of all work, ensure driftwood is not left in piles and spread it naturally within the restored work site.

Cle Elum Reservoir

Salm on La

Sac Road

Lake C abins R oad

G uzzi Lane

S.R. 903

Riprap Sta. 0+00 Thru 5+75 See Sheet 60004

Riprap Sta. 5+75 Thru 11+75 See Sheet 60005

Riprap Sta. 11+75 Thru 18+25 See Sheets 60006 and 60019

Riprap Sta. 18+25 Thru End See Sheet 60007

S hadow

Lane

Mill Creek Road

Guzzi Lane

M ill Creek

Speelyi Day Use Area

Lake Cabins Road

Riprap See notes.

Staging Area

Perched Beach Area See Sheet 60008

Temporary Access Road (see 33-109-60002 and 60009)

Existing log revetments Do Not Disturb

Planting area (see 60006)

Planting area (by others)

Proposed full pool elevation 2243 shown with blue shading

Planting area (by others)

M A

A D

A L

E S C H

W O

R K L

B O

U N

D A R Y.

A D

H H

A B

A T

U C

-0

OPTIONAL PRICE SCHEDULE A

WORK LIMIT

WORK AREAS (APPROX.)

BASE CONTRACT - 9 ACRES

OPTIONAL PRICE SCHEDULE A - 0.5 ACRES

Proposed 3-log fish habitat structure (typ.)

Proposed 2-log fish habitat structure (typ.)

El. 2240 OHWM

Use of Site boundary (see note 6)

A D

U S E

O F

E B O

U N

D A R Y.

-0 2-

M A

4+07

0+00

3+00

4+00

4+07

1+00

2+00

3+00

5+00 6+00

L2 L3 L4 L5

L10

L11

L12

L13

L14

L15

L16

L19

L20 L21 L22

L23 L24

L25

L26

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

PLAN VIEW

RIPRAP PLACEMENT

STA. 0+00 THRU

STA. 6+50

CCAO, YAKIMA, WA

33-109-60004

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

0 20' 40'10'

PLAN VIEW

Lake Cabins Road

M ill C reek

Property Line

Property LineSta. 0+00 N 700748.18 E 1500808.51

Sta. 3+55 N 701022.52

E 1500927.01

Sta. 4+25 N 701094.11 E 1500923.95

NOTES:

1. Riprap to be placed at El. 2251.5' and extending down to existing grade as shown in typical section on 33-109-60009.

2. Top of riprap alignment table is provided in 60011 for reference.

Temporary Access Road Existing Staircase Remove and dispose N 701003.5 E 1500876.8

Cle Elum Reservoir

Existing tree (typ.)

CP #892

N 700834.20

E 1500810.60

EL: 2261.58

CP #891

N 700943.24 E 1500849.34

EL: 2258.59

CP #890

N 701011.44

E 1500935.44

EL: 2252.98

CP #888

N 701071.22 E 1500874.35

EL: 2238.40

CP #889

N 701043.11

E 1501025.36

EL: 2250.70

Planting Area:

Contractor to decompact disturbed area and spread mulch at 4-inch depth.

(Plantings to be done by others)

Tie edge of riprap in with existing riprap with a smooth transition. Key edge in 4.5-feet deep.

Riprap See notes.

Elevation 2243 proposed high water line

-0 6-

M at t D eA m ic o, P .E

A dd ed s ym bo ls f or t re es a lr ea dy r em ov ed

A dd ed f is h ha bi ta t lo g st ru ct ur es

Elevation 2240

OHWM

Proposed 2-log fish habitat structure N 700964.24 E 1500734.05

Proposed 3-log fish habitat structure

N 701235.17 E 1500825.75

-0 2-

M at t D eA m ic o, P .E

D el et ed t re es t ha t ha ve b ee n re m ov ed up da te d no te s.

7+00

8+00

9+00

10+00

11+00

12+00

L24 L25

L26

L27

L28

L29 L30 L31 L32 L33

L34

L35

L36

L37

L39

L40

L41 L42 L43 L44 L45

L46 L47 L48 L49

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

B A S _2

D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

PLAN VIEW

RIPRAP PLACEMENT

STA. 6+50 THRU

STA. 12+50

CCAO, YAKIMA, WA

33-109-60005

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

0 20' 40'10'

Property Line

NOTES:

Temporary Access Road

Existing Staircase and Deck.

Make neat saw cut at property line/landing, remove staircase portion on Federal land and dispose of wood.

N 701672.3 E 1501095.8

Cle Elum Reservoir

Existing tree (typ.)

Sh ad ow L an e

CP #887

N 701308.93 E 1500890.89

EL: 2235.98

CP #50037

N 701468.31

E 1501015.64

EL: 2256.97

1. Riprap to be placed at El. 2251.5' and extending down to existing grade as shown in typical section on 33-109-60009.

2. Top of riprap alignment table is provided in 60011 for reference.

Riprap See notes.

Elevation 2243 proposed high water line

Adjust riprap top edge as required to preserve existing split rail fence.

At existing beach access locations STA 10+50 and 11+00 where riprap placement will cover them on Qunell APN 16650 frontage: backfill riprap voids with toe armor spec cobbles to produce smooth surfaces.

Submit construction plan for approval.

Place riprap boulders in two rows to block vehicle access past this point on USFS land across existing vehicle path.

Approximately 5 required.

Minimum 30-inch average diameter each.

N 1501042.7 E 701418.3

Construct path extending from end of wooden stairs to toe of riprap, 10% max grade.

6-foot width, approx. 80-ft length.

TREE TO BE REMOVED

TREE REMOVAL SYMBOLS

Elevation 2240

OHWM

-0 6-

M at t D eA m ic o, P .E

A D

B O

R T

S A

D Y

O V

A D

H H

A B

A T

U C

Proposed 2-log fish habitat structure N 701530.88 E 1500927.64

-1 2-

M at t D eA m ic o, P .E

P A

S P

B A S R

-0 2-

M at t D eA m ic o, P .E

N O

S U

T R

*No work on private property APN #512334

(Shaded Area)

X X

2245 22

13+00

14+00

15+00

16+00

19+00

L48 L49 L50 L51 L52

L53 L54 L55 L56 L57 L58

L59

L60

L61 L62

L64

L72

L73

L74

L75

L76

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

PLAN VIEW

RIPRAP PLACEMENT

STA. 12+50 THRU

STA. 19+50

CCAO, YAKIMA, WA

33-109-60006

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

0 20' 40'10'

Property Line

NOTES:

Temporary Access Road

Property Line

Sta. 15+50 N 702035.86

E 1501193.37

Sta. 15+51 N 702118.85 E 1501194.61

Existing Staircase Remove and stockpile:

see note 5.

N 701871.1 E 1501089.4

Existing Open Pole Barn:

Disassemble to keep large timbers intact.

Stockpile building materials on parcel 071934.

Re-set existing gate if disturbed during construction.

N 702079.8 E 1501151.2

Existing fence (typ.)

CP #884

N 701899.70

E 1501013.92

EL: 2233.61

CP #883

N 702001.35

E 1501113.81

EL: 2256.54

CP #882

N 702080.15 E 1501160.16

EL: 2243.31

CP #881

N 702134.74 E 1501153.32

EL: 2254.96

CP #881

N 702218.30 E 1501206.52

EL: 2256.44

CP #878

N 702061.98

E 1501059.41

EL: 2238.76

CP #880

N 702151.76 E 1501083.01

EL: 2253.79

CP #50023

N 702170.55

E 1500990.27

EL: 2236.69

CP #922

N 702213.91 E 1501054.63

EL: 2258.42

Planting Area:

Contractor to decompact disturbed area and spread mulch at 4-inch thickness.

(Plantings to be done by others)

1. Riprap to be placed at El. 2251.5' and extending down to existing grade as shown in typical section on 33-109-60009.

2. Contractor to notify the COR immediately if there are any conflicts between the staked riprap top alignment and areas designated for no work being allowed.

3. Top of riprap alignment table is provided in 60011 for reference.

4. No large tree removal allowed on Krueger parcel.

5. Remove staircase, salvage wood for reuse, and stockpile on

Krueger property at the top of riprap edge adjacent to where the staircase was removed

6. No work is allowed on the Holbrook property (APN 512334).

Riprap See notes.

Elevation 2243 proposed high water line

*Special tree clearing conditions, see note 4.*

STA. 12+75 TO 13+25

CHANGE IN TYPICAL

SECTION. SEE SHEET

33-109-60019.

Adjust top of riprap edge to save trees

*No work on private property APN #512334:

adjust lines and grades as needed* (Shaded Area)

Adjust top of riprap edge to save tree, see note 6.

Add path, max 10% grade, 6-foot width, approx.

150 feet long.

Elevation 2240

OHWM

TREE TO BE REMOVED

TREE REMOVAL SYMBOLS

-0 6-

M at t D eA m ic o, P .E

A D

B O

O R T

S A

D Y

O V

D D

H A B

A T

Tree to be removed (typ.)

Proposed 3-log fish habitat structure N 701758.40 E 1500983.86

Proposed 2-log fish habitat structure N 701996.90 E 1501011.43

-1 2-

M at t D eA m ic o, P .E

P A

A B A S R

-0 2-

M at t D eA m ic o, P .E

N O

Demolished pole barn stockpile location N 702062.06 E 1501272.13

13+00 L50 L51

L52

L53 L54

L55

13+00 L50 L51

L52

L53 L54

L55

Point Table Point #

Northing

701795.07

701820.33

701841.23

701794.82

701805.82

701838.95

701849.55

701822.45

701832.79

701831.47

Easting

1501051.89

1501068.12

1501061.21

1501075.95

1501087.13

1501096.41

1501084.97

1501080.35

1501085.38

1501068.63

Elevation

2239.00

2251.00

2245.00

2239.00

Description

TOE

TOP

TOE

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-H

R K G

R A D

E W

O R K

G .D

W G

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

RIPRAP PLACEMENT

STA. + 12+75 TO 13+25

PLAN AND SECTION

CCAO, YAKIMA, WA

33-109-60019

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO, P.E.

P.E., Civil Engineer

WYLIE DUKE, P.E.

P.E., Civil Engineer

PLAN - ARMOR ZONING STA. 12+75 TO 13+25

0 10' 20'5'

GRADING POINT TABLE

PLAN - GRADING STA. 12+75 TO 13+25

0 10'5'

SECTION - ARMORING AT EXISTING GRADE

60019

Adjust top edge of riprap to preserve tree

Preserve existing grade in this area and add armor per section A. See note 4.

Riprap per typical section-see 33-109-60009

60019

Property line (approx 2247)

Connect toe line to adjacent riprap.

Elev. 2239

1-ft deep cobble fill (toe armor spec.), approx. 30 CY.

4.5-foot deep riprap fill

Preserve existing grade as finished grade

Existing grade

0.5:1

0 5' 10'

Existing grade

Private property Federal property

Adjust top edge of riprap to preserve trees

Existing staircase:

see sheet 60006

Grading and riprap per typical section continues

2:1

APN 522334

KRUEGER

APN 512334

HOLBROOK

*Special tree clearing conditions, see note 3.*

*No excavation or work on private property APN #512334 (shaded area):

see note 4.*

NOTES:

1. Riprap to be placed at El. 2251.5' and extending down to existing grade as shown in typical section on 33-109-60009.

2. Top of riprap alignment table is provided in 60011 for reference. Do not disturb Holbrook property APN 512334.

3. No large tree removal allowed on Krueger parcel.

4. No work allowed on Holbrook private property APN #512334 (shaded area).

5. Proposed paths not shown for clarity, see 60006 for path construction information.

APN 522334

KRUEGER

APN 512334

HOLBROOK

*Special tree clearing conditions, see note 3.*

*No excavation or work on private property APN # 512334 (shaded area) *

No armoring, do not disturb existing grade

Existing staircase:

see sheet 60006

20'

-0 4-

M at t

D eA m ic o, P

A D

O H

W M

I N

N V

OHWM 2240

Proposed El. 2243

OHWM 2240

-0 2-

A D

S H

A D

T O

E M

A S

E N

O W

O R K A

A R

M at t

D eA m ic o, P

2230 2245

19+00

20+00

21+

23+00

24+00

24+42

L73

L74

L75

L76

L77

L78

L79

L80 L81

L82

L83

L84

L85

L90

L91

L92 L93

L94 L95 L96

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

PLAN VIEW

RIPRAP PLACEMENT

STA. 19+50 THRU

END

CCAO, YAKIMA, WA

33-109-60007

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

0 20' 40'10'

NOTES:

Temporary Access Road

Property Line

Sta. 20+49.73 N 702434.278 E 1501027.39

Property Line

Existing fence (typ.)

CP #923

N 702516.34 E 1501038.86

EL: 2255.93

CP #874

N 702402.68

E 1500884.88

EL: 2235.75

Perched beach riprap see 33-109-60008

Perched beach see 33-109-60008Perched beach toe armor see 33-109-60008

Place riprap for a smooth transition from end of alignment to perched beach riprap.

See 33-109-60008 for Perched Beach Riprap grading points.

1. Riprap to be placed at El. 2251.5' and extending down to existing grade as shown in typical section on 33-109-60009.

2. Top of riprap alignment table is provided in 60011 for reference.

Elevation 2243 proposed high water line

Sta. 21+10.00 N 702455.97 E 1501003.19

Locate electrical lines on private property in this vicinity before any excavation. Do not disturb lines.

Notify COR if existing electrical lines conflict with work area.

M at t D eA m ic o, P .E

A D

A L

E S C H

W O

R K L

B O

U N

D A R Y.

A D

H H

A B

A T

-0 3-

OPTIONAL PRICE SCHEDULE A WORK LIMIT:

SEE 33-109-60008

TREE TO BE REMOVED

TREE REMOVAL SYMBOLS

Elevation 2240

OHWM

Proposed 3-log fish habitat structure N 7022840.40 E 1500899.85

Proposed 2-log fish habitat structure N 702422.20 E 1500848.43

T R

S T

H A T

H A V E

N R

A N

D U

D N

-0 2-

STA. 21+00 TO STA. 22+75

Do not cut into ravine bank.

Establish top of riprap line and adjust toe position to meet specified riprap fill depth.

M at t D eA m ic o, P .E

E 1, 0, N 702,900

E 1, 0, N 702,650

E 1, 0, N 702,650 in v.

in ap pr ox

D m ea su re m en t

/2 4)

E 1, 0, N 702,825

E 1, 0, N 702,650

Point Table Point #

Northing

702841.01

702806.58

702829.96

702804.49

702756.20

702731.05

702653.96

702633.26

702662.58

702683.91

702755.93

702766.42

702776.05

702699.88

702680.60

702634.96

702793.84

702777.15

702837.42

702808.91

Easting

1500845.84

1500844.78

1500825.01

1500751.88

1500743.45

1500724.21

1500751.09

1500833.07

1500839.40

1500839.99

1500800.14

1500793.72

1500820.43

1500815.29

1500761.07

1500807.70

1500763.09

1500850.32

1500936.16

1500838.62

Elevation

2246.00

2236.00

2233.00

2236.00

2225.00

2236.00

2241.00

2243.50

2243.00

2242.00

2245.50

2243.00

2236.00

2246.00

2243.00

Description

TOP

GROIN

TOE

EDGE

TOE

EDGE

RIPRAP

CMP INV OUT

O N

STATION

CULVERT PROPOSED PROFILE

2241 2241

0+00 1+00 1+55

S=-0.06643 S=-0.01026

EL. 2247.8

EL. 2244.0 EL. 2243.0

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

C H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

PLAN

PERCHED BEACH

CCAO, YAKIMA, WA

33-109-60008

2024-11-01

PLAN - PERCHED BEACH

PLAN - PERCHED BEACH ZONING

0 20' 40'10'

Riprap

Compacted fill to daylight 2:1 transition at top edge of existing grade to proposed 8:1 slope.

See section B-60010

Cobbles-toe armor

Federal property boundary

6 ft wood fenceWooden bridge: demolish and dispose N 702816.4 E 1500889.0

Cabin

Coarse beach sand

8:1

2:1

Existing boat ramp area on Richardson parcel:

do not disturb.

GRADING POINT TABLE

Make smooth transition to riprap and grading shown on 33-100-T99087

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

NOTES:

1. Notify the COR a minimum two weeks in advance for access to private property via the Schubring

Parcel (12301 SR 903) or Richardson Parcel (12351 SR 903) to perform culvert work and grading.

2. Stockpile all cleared trees greater than 6-inches D.B.H. on Schubring parcel.

3. Remove all cleared vegetation and dispose of off site other than as listed in note 2.

4. Remove all stumps when clearing Schubring site.

5. Modify existing 24-inch corrugated metal pipe culvert. Set culvert grade to daylight at riprap with minimum exit invert of 2243. Minimize disturbance to trees. Existing culvert location on Richardson property is approximate. Replace any existing wood fence that is disturbed in kind. Contractor to locate and mark any power, water, sewer, and fiber in excavation vicinity before starting work; do not disturb existing utilities.

6. Contractor to decompact disturbed area to be planted and spread mulch in a 4-inch thick layer.

Planting to be conducted by others in disturbed area on Richardson parcel.

7. Grade and fill with sandy material to ensure no low points below 2246 and to facilitate site drainage away from house and toward the reservoir.

Create smooth transition to end of riprap on 33-109-60007

Elevation 2243 proposed high water line

Existing 24-inch corrugated metal pipe (CMP) see note 5.

Fill straight grade -4% from existing 2246 contour to daylight toward property line (see note 7).

Clear and grub area per notes.

2:1

8:1

2:1

Grad e t ran sit ion s fro m 8:

1 t o 2

*Special tree clearing conditions, see notes*

Slop e tra ns itio ns

60010

Grade -4%:

fill to ward prop line

Tree to remove (typ.)

Cut existing 24-inch CMP back approx 25-feet to inv 2244.

Add onto ex. 24-inch CMP approx 100 feet to inv. out 2243.

Revegetation area on Richardson parcel: see note 6.

Proposed CMP Inv. out = 2243

Cut

Point of transition from existing to proposed extension.

Ex. Inv. in =2247.8

Prop. Inv. out =2243

Preserve large trees on edge of fill area, including the cedar with round crown.

Add fill in culvert vicinity as necessary to prevent stormwater ponding on Richardson parcel side.

OPTIONAL PRICE

SCHEDULE A

WORK LIMIT

-0 6-

A D

A L

E S C H

W O

R K L

B O

U N

D A R Y

A N

D N

A D

H A B

A T

U C

R E.

M A

0 20' 40'10'

(2240 =OHWM)

OHWM 2240

Proposed 3-log fish habitat structure.

Construct as part of base price schedule.

N 702686.5 E1500705.5

TREE TO BE REMOVED

TREE REMOVAL SYMBOLS

-0 2-

D N

L A N

G U

A G

G N

H F

A L

A C Q

N R

O N

M A

Stockpile cleared trees at edge of filled ravine (see note 2).

N 702810.80, E 1500904.90

2250'

2245'

2240'

2235'

2230'

2255'

2225'

O N

STATION

0+00 5+00 10+00 15+00 20+00 23+10

PVI STA = 3+52.28

PVI ELEV = 2228.99

A.D. = 6.33% K = 31.59

200.00' VC

B V C S

B V C E:

C S

C E:

PVI STA = 12+80.14

PVI ELEV = 2229.27

A.D. = 0.07% K = 2988.89

200.00' VC

B V C S

B V C E:

C S

C E:

0+00

5+00

10+00

15+00

20+00

23+10

-6.30%

0.03% 0.10%

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO, P.E.

P.E., Civil Engineer

WYLIE DUKE, P.E.

P.E., Civil Engineer

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

C H

S H

O R

O N

ACCESS ROAD /

RIPRAP

TYPICAL SECTIONS

CCAO, YAKIMA, WA

33-109-60009

2024-11-01

RIPRAP

TYPICAL SECTION

2:1

2251.5'

1:1

2:1

4.5'

Pool Raise full reservoir elevation 2243.0'

Riprap

4.5' Riprap thickness

Excavation

Existing ground

Geotextile filter fabric

Common Fill

6-inch thick bedding Layer

Existing ground

20.0'

ACCESS ROAD

TYPICAL SECTION

Gravel Surfacing:

Optional - See Note 1

Existing ground

2:1 2:1

2:12:1 Final grade

NOTES:

1. Gravel surfacing is optional and may be placed by the Contractor as necessary. Surfacing material may be taken from the approved borrow area limit as shown on 60002. If imported material is used for surfacing, all imported material must be removed from the work site upon removal of the road and restoration of the site or disposed of above elevation 2240. Locally borrowed material may be graded back into the site upon road removal.

ACCESS ROAD

PROFILE

Existing grade

Proposed grade

0 200' 400'100'

Anchor top of geotextile fabric, min. 1 ft depth

11.2'

N O

-0 4-

M A

A D

W H

L M

A R K S I

N S

O N

W S

HORIZONTAL

VERTICAL EXAGGERATION = 10X

OHWL 2240

OHWL 2240.0'

N O

-0 2-

M A

N O

Reservoir side (west)

Bank side (east)

Riprap Top Alignment point

El ev at io n

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

C H

N S .D

W G

S T

S A V

D A

-0 6-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

SECTION

PERCHED BEACH

CCAO, YAKIMA, WA

33-109-60010

2024-11-01

SECTION - PERCHED BEACH, 2:1 FILL ZONE

60008

A SECTION - PERCHED BEACH

60008

2:1

8:1

0 10' 20' 0 10' 20'

2:1

Bedding stone placed at 6-inch thickness

Riprap placed to 4.5-foot depth

Compacted fill

Existing ground surface

4.5-foot deep key trench

Ccompacted fill

Existing ground surface

Coarse beach sand fill placed at 1-foot depth

Toe armor placed at 2-foot depth

Bedding layer 1-foot thickness

Riprap placed at 4.5-foot thickness

El. 2236

El. 2246.3

Compact fill at transition to daylight at 2:1 slope using coarse beach sand.

Geotextile underlayment

Geotextile underlayment (typ. under all riprap bedding).

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

Matt DeAmico, P.E.

Wade Warner

MATT DEAMICO

P.E., Civil Engineer

WYLIE DUKE

P.E., Civil Engineer

Anchor top of fabric min. 1 foot deep

N O

-0 4-

M at t D eA m ic o, P .E

A D

O H

W M

M A R K T

O S

O N

W S

El. 2246.3

OHWM 2240 OHWM 2240

N O

-0 2-

M at t D eA m ic o, P .E

C A

O U

T U

Line Table: Alignments

Line #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

Length

24.61

24.87

24.96

25.00

24.95

24.99

24.77

24.93

25.00

24.87

24.98

22.69

24.77

49.52

7.00

61.26

17.84

24.74

24.83

Direction

N37° 56' 11.35"W

N17° 51' 03.35"W

N5° 50' 49.39"W

N0° 03' 37.87"E

N6° 43' 32.46"E

N10° 27' 31.90"E

N21° 25' 59.56"E

N29° 55' 03.27"E

N49° 44' 10.82"E

N50° 55' 19.07"E

N64° 24' 14.49"E

N67° 30' 40.96"E

N50° 54' 06.54"E

N44° 49' 58.60"E

N70° 09' 53.30"E

N73° 04' 27.32"E

N35° 56' 42.27"W

N68° 45' 33.88"W

N26° 53' 01.33"W

N9° 56' 59.38"W

Start Point Northing

700748.18

700767.59

700791.26

700816.09

700841.09

700865.87

700890.45

700913.51

700935.12

700951.28

700967.03

700977.78

700987.33

701001.64

701019.21

701036.01

701038.05

701087.65

701094.11

701116.17

Start Point Easting

1500800.51

1500785.39

1500777.76

1500775.22

1500775.25

1500778.17

1500782.70

1500791.76

1500804.19

1500823.27

1500842.67

1500865.10

1500888.18

1500905.79

1500923.26

1500969.84

1500976.54

1500940.58

1500923.96

1500912.77

End Point Northing

700767.59

700791.26

700816.09

700841.09

700865.87

700890.45

700913.51

700935.12

700951.28

700967.03

700977.78

700987.33

701001.64

701019.21

701036.01

701038.05

701087.65

701094.11

701116.17

701140.63

End Point Easting

1500785.39

1500777.76

1500775.22

1500775.25

1500778.17

1500782.70

1500791.76

1500804.19

1500823.27

1500842.67

1500865.10

1500888.18

1500905.79

1500923.26

1500969.84

1500976.54

1500940.58

1500923.96

1500912.77

1500908.48

Line Table: Alignments

Line #

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

Length

24.91

20.42

29.55

24.73

16.38

33.43

24.94

24.85

24.52

24.81

24.47

24.39

21.16

22.97

30.80

17.34

36.14

7.19

35.66

46.33

Direction

N9° 22' 48.42"W

N16° 15' 51.60"E

N2° 49' 20.34"E

N16° 54' 48.45"E

N4° 59' 13.27"E

N39° 21' 30.17"E

N32° 28' 12.70"E

N23° 43' 22.75"E

N17° 50' 56.20"E

N1° 36' 39.74"E

N11° 06' 23.31"W

N5° 18' 15.29"E

N6° 02' 50.45"E

N33° 49' 27.98"E

N22° 27' 55.55"E

N26° 25' 30.34"E

N75° 23' 35.89"E

S66° 20' 08.88"E

N47° 44' 29.54"E

N41° 30' 24.48"E

Start Point Northing

701140.63

701165.20

701184.80

701214.32

701237.98

701254.30

701280.14

701301.18

701323.93

701347.27

701372.07

701396.07

701420.36

701441.40

701460.48

701488.95

701504.48

701513.59

701510.71

701534.69

Start Point Easting

1500908.48

1500904.42

1500910.14

1500911.59

1500918.79

1500920.21

1500941.41

1500954.80

1500964.79

1500972.31

1500973.01

1500968.29

1500970.55

1500972.78

1500985.56

1500997.33

1501005.05

1501040.02

1501046.60

1501073.00

End Point Northing

701165.20

701184.80

701214.32

701237.98

701254.30

701280.14

701301.18

701323.93

701347.27

701372.07

701396.07

701420.36

701441.40

701460.48

701488.95

701504.48

701513.59

701510.71

701534.69

701569.38

End Point Easting

1500904.42

1500910.14

1500911.59

1500918.79

1500920.21

1500941.41

1500954.80

1500964.79

1500972.31

1500973.01

1500968.29

1500970.55

1500972.78

1500985.56

1500997.33

1501005.05

1501040.02

1501046.60

1501073.00

1501103.70

Line Table: Alignments

Line #

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

Length

7.77

20.55

37.17

13.26

25.44

30.35

19.51

24.54

24.96

24.75

32.02

14.86

23.56

12.07

39.20

24.41

24.31

24.73

23.75

24.74

Direction

N6° 36' 45.57"E

N0° 36' 30.44"E

N0° 11' 14.50"W

N15° 19' 52.04"W

N18° 13' 01.45"W

N8° 30' 48.52"W

N4° 58' 36.52"E

N1° 32' 12.58"E

N6° 06' 37.28"W

N0° 49' 28.66"W

N1° 23' 39.62"E

N29° 57' 05.98"E

N2° 40' 02.26"E

N20° 57' 50.64"E

N10° 55' 20.70"W

N10° 25' 03.72"W

N0° 01' 52.91"W

N3° 48' 25.60"E

N27° 51' 05.53"E

N47° 28' 40.46"E

Start Point Northing

701569.38

701577.10

701597.66

701634.83

701647.62

701671.78

701701.79

701721.23

701745.77

701770.59

701795.33

701827.35

701840.22

701863.76

701875.03

701913.52

701937.53

701961.84

701986.51

702007.51

Start Point Easting

1501103.70

1501104.60

1501104.82

1501104.69

1501101.19

1501093.24

1501088.74

1501090.44

1501091.09

1501088.44

1501088.08

1501088.86

1501096.28

1501097.38

1501101.69

1501094.27

1501089.85

1501089.84

1501091.48

1501102.58

End Point Northing

701577.10

701597.66

701634.83

701647.62

701671.78

701701.79

701721.23

701745.77

701770.59

701795.33

701827.35

701840.22

701863.76

701875.03

701913.52

701937.53

701961.84

701986.51

702007.51

702024.23

End Point Easting

1501104.60

1501104.82

1501104.69

1501101.19

1501093.24

1501088.74

1501090.44

1501091.09

1501088.44

1501088.08

1501088.86

1501096.28

1501097.38

1501101.69

1501094.27

1501089.85

1501089.84

1501091.48

1501102.58

1501120.81

Line Table: Alignments

Line #

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

L78

L79

L80

Length

24.59

24.74

24.84

83.01

23.99

24.92

24.77

24.85

24.75

24.98

25.00

24.92

24.81

24.76

24.90

24.97

24.92

24.99

24.25

24.21

Direction

N72° 46' 17.20"E

N78° 28' 29.58"E

S88° 37' 32.33"E

N0° 51' 32.84"E

N86° 45' 52.04"W

S89° 23' 51.62"W

N88° 30' 13.49"W

N70° 33' 13.69"W

N50° 13' 38.17"W

N49° 45' 08.70"W

N46° 45' 10.87"W

N28° 31' 40.46"W

N33° 46' 37.25"W

N30° 59' 08.55"W

N12° 36' 04.80"W

N26° 10' 59.98"W

N22° 23' 15.85"W

N20° 42' 23.42"W

N20° 35' 09.77"W

N17° 12' 36.86"W

Start Point Northing

702024.23

702031.51

702036.45

702035.86

702118.85

702120.21

702119.95

702120.59

702128.87

702144.70

702160.84

702177.97

702199.86

702220.48

702241.71

702266.01

702288.42

702311.47

702334.84

702357.54

Start Point Easting

1501120.81

1501144.29

1501168.53

1501193.37

1501194.61

1501170.66

1501145.73

1501120.97

1501097.54

1501078.52

1501059.45

1501041.24

1501029.34

1501015.55

1501002.80

1500997.37

1500986.35

1500976.85

1500968.02

1500959.49

End Point Northing

702031.51

702036.45

702035.86

702118.85

702120.21

702119.95

702120.59

702128.87

702144.70

702160.84

702177.97

702199.86

702220.48

702241.71

702266.01

702288.42

702311.47

702334.84

702357.54

702380.67

End Point Easting

1501144.29

1501168.53

1501193.37

1501194.61

1501170.66

1501145.73

1501120.97

1501097.54

1501078.52

1501059.45

1501041.24

1501029.34

1501015.55

1501002.80

1500997.37

1500986.35

1500976.85

1500968.02

1500959.49

1500952.33

Line Table: Alignments

Line #

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

Length

24.67

24.44

24.42

24.32

11.32

24.52

15.04

24.52

44.03

30.54

24.50

24.99

24.71

23.96

24.60

0.02

Direction

N22° 40' 16.11"E

N57° 44' 59.26"E

N60° 28' 44.76"E

N76° 17' 23.09"E

N9° 10' 17.65"W

N64° 46' 45.57"W

N76° 44' 35.31"W

N79° 49' 38.95"W

N78° 28' 50.15"W

N27° 51' 18.24"W

N23° 03' 39.52"W

N13° 10' 35.09"W

N15° 36' 07.32"W

N11° 23' 13.80"W

N5° 56' 37.73"W

N19° 32' 35.38"E

Start Point Northing

702380.67

702403.43

702416.48

702428.51

702434.28

702445.45

702455.90

702459.35

702463.68

702472.47

702499.47

702522.01

702546.35

702570.14

702593.63

702618.09

Start Point Easting

1500952.33

1500961.83

1500982.51

1501003.76

1501027.39

1501025.59

1501003.40

1500988.76

1500964.63

1500921.48

1500907.21

1500897.62

1500891.92

1500885.28

1500880.55

1500878.00

End Point Northing

702403.43

702416.48

702428.51

702434.28

702445.45

702455.90

702459.35

702463.68

702472.47

702499.47

702522.01

702546.35

702570.14

702593.63

702618.09

702618.11

End Point Easting

1500961.83

1500982.51

1501003.76

1501027.39

1501025.59

1501003.40

1500988.76

1500964.63

1500921.48

1500907.21

1500897.62

1500891.92

1500885.28

1500880.55

1500878.00

1500878.01

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

N M

S .D

W G

S T

S A V

D A

-1 1-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

RIPRAP TOP ALIGNMENT

TABLES

CCAO, YAKIMA, WA

33-109-60011

2024-11-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

Matt DeAmico, P.E.

Wade Warner

P.E., Civil Engineer

NOTES:

1. * Denotes field adjustments may be required to riprap top edge, see sheet 60005.

2. ** Denotes adjustments to alignment may be required for top riprap edge, see sheets 60006 and 60019.

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2024.11.06 11:10:36 -08'00'

WYLIE DUKE Digitally signed by WYLIE DUKE Date: 2024.11.08 11:32:14 -08'00'

2- LOG HABITAT STRUCTURE

PLAN VIEW (N.T.S.)

Ground surface level

Buried portion

Above ground portion (root wad end)

3- LOG HABITAT STRUCTURE

PLAN VIEW (N.T.S.)

45° TO 90°

Ground surface level

Buried portion

Above ground portion (root wad end)

TYPICAL LOG HABITAT STRUCTURE

PROFILE VIEW*

Shore side

Reservoir side

Ground surface level

Shore side Reservoir side

Minimum exposed vertical open area of 2-foot area above ground, measured from ground to bottom of cut end or bottom of root wad end.

Bury a minimum of 80% of the log length (see note 2).

Root wad end:

intact preferred, but not required.

30° TO 45°

Shore side

Reservoir side

Minimum log length: 50 feet Maximum log length: 100 feet Minimum log diameter: 15-inches diameter measured at breast height (DBH)

*Only one log shown for clarity

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

-R

D -1

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

A R

B A S

W A

R E

N H

A N

J-

R A

D P

M D

A M

A N

D R

V O

S H

O R

O N

FISH HABITAT LOG

STRUCTURES

YAKIMA, WA

33-109-60047

2025-06-12

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

MATT DEAMICO, P.E.

ELIZABETH HEETHER

Matt DeAmico, P.E.

CIVIL ENGINEER

Chad Stuart YFO Manager

NOTES:

1. Intact root wads are not required for construction. If logs with intact root wads are used, use the root wad end as the exposed end of the structure.

2. Backfill and compact in accordance with the specifications.

3. Keep branches as intact as possible on logs. Branches are not shown for clarity.

4. Do not use any fastenings or mechanical connections to connect the logs together.

5. Do not use any anchors or other devices to restrain the logs into the reservoir bed.

N O

-0 2-

M at t D eA m ic o, P .E

D S

R E

N S

0+50.00

-50 -40 -30 -20 -10 0 10

1+00.00

-50 -40 -30 -20 -10 0 10

1+50.00

-50 -40 -30 -20 -10 0 10

2+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 0+50 TO 2+00

YAKIMA, WA

33-109-60088

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

HATCH KEY:

Riprap

Bedding

Existing grade

Proposed grade

Existing grade Existing grade

Existing grade

Common Fill

Cut

Proposed grade

Proposed gradeProposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 13:52:57 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 10:16:43 -08'00'

2+50.00

-50 -40 -30 -20 -10 0 10

3+00.00

-50 -40 -30 -20 -10 0 10

3+50.00

-50 -40 -30 -20 -10 0 10

5+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 2+50 TO 5+00

YAKIMA, WA

33-109-60089

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

Existing grade Existing grade

Existing grade

Proposed grade

Proposed gradeProposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

MATTHEW

DEAMICO

Digitally signed by

MATTHEW DEAMICO

Date: 2026.02.17 13:54:39 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:06:12 -08'00'

5+50.00

-50 -40 -30 -20 -10 0 10

6+00.00

-50 -40 -30 -20 -10 0 10

6+50.00

-50 -40 -30 -20 -10 0 10

7+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 5+50 TO 7+00

YAKIMA, WA

33-109-60090

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

Existing grade

Proposed grade

Proposed gradeProposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 13:55:40 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:07:33 -08'00'

7+50.00

-50 -40 -30 -20 -10 0 10

8+00.00

-50 -40 -30 -20 -10 0 10

8+50.00

-50 -40 -30 -20 -10 0 10

9+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 7+50 TO 9+00

YAKIMA, WA

33-109-60091

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

Existing grade

Proposed grade

Proposed gradeProposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 13:56:38 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:08:43 -08'00'

9+50.00

-50 -40 -30 -20 -10 0 10

10+00.00

-50 -40 -30 -20 -10 0 10

10+50.00

-50 -40 -30 -20 -10 0 10

11+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 9+50 TO 11+00

YAKIMA, WA

33-109-60092

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

Existing grade Existing grade

Existing grade

Proposed grade

Proposed gradeProposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 13:57:29 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:10:12 -08'00'

11+50.00

-50 -40 -30 -20 -10 0 10

12+00.00

-50 -40 -30 -20 -10 0 10

12+50.00

-50 -40 -30 -20 -10 0 10

13+50.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 11+50 TO 13+50

YAKIMA, WA

33-109-60093

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade Proposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

Existing grade Existing grade

Existing grade

Proposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 13:58:20 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:11:29 -08'00'

14+00.00

-50 -40 -30 -20 -10 0 10

14+50.00

-50 -40 -30 -20 -10 0 10

15+00.00

-50 -40 -30 -20 -10 0 10

15+50.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 14+00 TO 15+50

YAKIMA, WA

33-109-60094

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

Existing grade

Proposed grade

Proposed gradeProposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 13:59:42 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:17:05 -08'00'

17+50.00

-50 -40 -30 -20 -10 0 10

18+00.00

-50 -40 -30 -20 -10 0 10

18+50.00

-50 -40 -30 -20 -10 0 10

19+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 17+50 TO 19+00

YAKIMA, WA

33-109-60095

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

Existing grade

Proposed grade

Proposed gradeProposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 14:00:44 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:20:41 -08'00'

19+50.00

-50 -40 -30 -20 -10 0 10

20+00.00

-50 -40 -30 -20 -10 0 10

20+50.00

-50 -40 -30 -20 -10 0 10

23+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 19+50 TO 23+00

YAKIMA, WA

33-109-60096

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT DEAMICO, P.E.

WADE WARNER

P.E. CIVIL ENGINEER

ACTING YRBWEP MANAGER

NOTES:

1. See 33-109-60009 for typical section details and dimensions.

2. Stations with cross sections that do not follow the typical section are not included.

3. Geotextile is not shown for clarity.

Existing grade

Proposed grade

HATCH KEY:

Riprap

Bedding

Common Fill

Cut

Existing grade Existing grade

Existing grade

Proposed grade

Proposed gradeProposed grade

MATTHEW

DEAMICO

Digitally signed by MATTHEW

DEAMICO

Date: 2026.02.17 14:01:52 -08'00'

CHAD STUART Digitally signed by CHAD STUART Date: 2026.02.18 11:24:04 -08'00'

23+50.00

-50 -40 -30 -20 -10 0 10

24+00.00

-50 -40 -30 -20 -10 0 10

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-1

-6

R O

S S S

O N

S H

.D W

S T

S A V

D A

-0 2-

S T

S A V

B Y

M D

A P

R O

C T

B W

M D

A M

A N

D R

V O

S H

O R

O N

CROSS SECTIONS

RIPRAP TOP ALIGNMENT

STA. 23+50 TO 24+00

YAKIMA, WA

33-109-60097

2026-02-11

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

MATT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 22, 2026.