YAKIMA 1135 RTA SUBMITTAL - VOLUME 2.pdf

PDF 14 MB Posted Dec 2, 2022

Attached to: Yakima River at Union Gap Ecosystem Restoration Project Federal contract opportunity
Solicitation number: W912DW23B0005
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

Written by GovTribe AI · Dec 27, 2023

This document describes a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, Seattle District, is seeking a contractor to perform ecosystem restoration activities along the Yakima River between Terrace Heights and Union Gap in Washington. The estimated value of the contract is between $10 million and $25 million. Work will include excavation, levee and berm construction, culvert installation, and processing borrow materials. The project is divided into three phases that will be awarded separately based on available funding. Phase one focuses on the area west and south of Yakima Sportsman State Park. Phase two includes a new headgate at Blue Slough culvert. Phase three is located south of phase one near State Route 24. Bids are due as indicated in the solicitation, which is set aside totally for small businesses with average annual receipts less than $39.5 million.

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Other files attached to Yakima River at Union Gap Ecosystem Restoration Project, newest first.
File	Type	Posted
W912DW23B0005 - Yakima River at Union Gap Ecosystem Restoration ABSTACT (final).pdf	PDF	Jan 23, 2023
W912DW23B0005R0007.pdf	PDF	Jan 18, 2023
W912DW23B0005R0006.pdf	PDF	Jan 17, 2023
W912DW23B0005R0005 1-13-23.pdf	PDF	Jan 13, 2023
W912DW23B005R0004 Yakima River at Union Gap Ecosystem Restoration.pdf	PDF	Jan 10, 2023
YakimaERsitevisitSignIn13Dec2022.pdf	PDF	Dec 16, 2022
W912DW23B0005R00003 Yakima River at Union Gap Ecosystem Restoration.pdf	PDF	Dec 16, 2022
YAKIMA 1135 RTA SUBMITTAL - VOLUME 3.pdf	PDF	Dec 2, 2022
YAKIMA 1135 RTA SUBMITTAL - VOLUME 1.pdf	PDF	Dec 2, 2022
W912DW23B0005R0002 Yakima River at Union Gap Ecosystem Restoration.pdf	PDF	Dec 2, 2022
W912DW23B0005R0001 Yakima River at Union Gap Ecosystem Restoration.pdf	PDF	Dec 2, 2022
W912DW23B0005 SOL and SPECs.pdf	PDF	Nov 29, 2022

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SHEET

IDENTIFICATION

B-G-001 i

US Army Corps of Engineers ® Seattle District

1 2 3 4 5

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US Army Corps of Engineers Seattle District

YAKIMA RIVER GAP TO GAP

SECTION 1135 ECOSYSTEM RESTORATION

YAKIMA, WASHINGTON

BRITISH COLUMBIA

B23-) ~v~"s'

/ BELLINGHAM

Set ah i ow NWASHINGTON0$ ; nMT. VERNON </ ! Q5

EVERETT

’SPOKANE

SEATTLE

ELLENSBU^G

90fm TACOMAABERDEI 410 PROJECT12

OLYMPIA

YAKIMACP CHEHALIS

Terrace Heights

Sc** Height Df 5

W Lincoln Ave Yakima o WALLA WALLA o3Mftlvliw Avc u ot IMATILI :my DEPOTVANCOUVER O'alley PENDLETONB PORTLAND

OREGON

SlvdW Neb Hi

VICINITY MAPPROJECT SITE

NOT TO SCALEstsnqton Aven i

Yakima Air Terminal

- McAHisler Field ey Mair B'vcf

Ahlanum W Ahtanum Fkl-la Union Gap Moxee (24)

A PROJECT LOCATION MAP

NOT TO SCALE

i I iim

0 OD 00

± IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

1 2 3 4 5 DATE AND TIME PLOTTED: 5/26/2022 DESIGN FILE: l:\AECDesigns\FY21_P2-404465_YAK1135\Con_Docs\CAD_Sheets\General\FY21_P2-404465_YAK1135-B-G-001 - TITLE, LOCATION AND VICINTY MAPS.dgn

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B-G-001 B-G-002 B-G-003 B-B-100 B-B-101 B-B-102 B-B-103 B-B-104 B-C-001 B-C-002 B-C-001

B-CS101

B-CS102

B-CS103

B-CS104

B-CS105

B-CS106

B-CS107

B-CS108

B-CS109

B-CS110

B-CS111

B-CS112

B-CS113

B-CS114

B-CS115

B-CS116

B-CS117

B-CS118

B-C-301 B-C-302 B-C-303 B-C-304 B-C-305 B-C-306 B-C-307 B-C-308 B-C-309 B-C-310 B-C-311 B-C-312 B-C-313 B-C-314 B-C-315 B-C-316 B-C-317 B-C-501 B-C-502 B-C-503 B-C-504 B-C-505 B-C-506

B-REF-1

B-REF-2

B-REF-3

TITLE, LOCATION AND VICINITY MAPS

DRAWING INDEX 1

DRAWING INDEX 2

EXPLORATION SITE PLAN 1

EXPLORATION SITE PLAN 2

EXPLORATION SITE LOGS 1 OF 3

EXPLORATION SITE LOGS 2 OF 3

EXPLORATION SITE LOGS 3 OF 3

LEGEND, ABBREVIATIONS AND GENERAL NOTES

HAUL ROUTE AND STAGING AREAS

GENERAL SITE PLAN - BASE CONTRACT

SPORTSMAN PARK CHANNELS - EXISTING SITE PLAN

SPORTSMAN PARK CHANNELS - GENERAL SITE PLAN

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 1 - STA CHANNEL A 0+00 TO 13+00

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 2 - STA CHANNEL A 13+00 TO 23+00

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 3 - STA CHANNEL A 23+00 TO 36+00

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 4 - STA CHANNEL A 36+00 TO 50+16

SPORTSMAN PARK CHANNELS - CHANNEL B SITE PLAN 4 - STA CHANNEL B 0+00 TO 13+00

SPORTSMAN PARK CHANNELS - CHANNEL B SITE PLAN 4 - STA CHANNEL B 13+00 TO 24+00

SPORTSMAN PARK CHANNELS - CHANNEL B SITE PLAN 4 - STA CHANNEL B 24+00 TO 29+80

SPORTSMAN PARK CHANNELS - CHANNEL C SITE PLAN 4 - STA CHANNEL C 0+00 TO 9+98

SPORTSMAN PARK CHANNELS - BERM SITE - A1

SPORTSMAN PARK CHANNELS - BERM SITE - A2 AND A3

SPORTSMAN PARK CHANNELS - BERM SITE - A4 AND A5

SPORTSMAN PARK CHANNELS - BERM SITE - B1 AND B2

NEWLANDS PONDS FLOODPLAIN GRADING - SITE PLAN

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITE #1

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITE #4

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITES #5 AND 6

SECTION 1 - GROIN (SPUR) REMOVAL SECTIONS

SECTION 2 - SPORTSMAN PARK IMPROVEMENTS - TYPICAL SECTIONS

SECTION 3 - NEWLANDS PONDS GRADING 1 - TYPICAL SECTIONS

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 1

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 2

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 3

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 4

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 5

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 6

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 7

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 8

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 9

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 10

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 11

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 12

SPORTSMAN PARK CHANNEL C- CROSS SECTIONS 13

SPORTSMAN PARK CHANNEL C- CROSS SECTIONS 14

DETAILS 1 - SPORTSMAN PARK CHANNELS - LARGE WOOD STRUCTURES

DETAILS 2 - SPORTSMAN PARK CHANNELS - LOG STRUCTURE ASSEMBLY DETAILS 1

DETAILS 3 - SPORTSMAN PARK CHANNELS - LOG STRUCTURE ASSEMBLY DETAILS 2

DETAILS 4 - NEWLANDS PONDS FLOODPLAIN GRADING - LARGE WOOD PLACEMENT 1

DETAILS 5 - NEWLANDS PONDS FLOODPLAIN GRADING - LARGE WOOD PLACEMENT 2

DETAILS 6 - NEWLANDS PONDS FLOODPLAIN GRADING - LARGE WOOD PLACEMENT 3

CENTRAL PRE-MIX SOUNDS BERMS - GENERAL SITE PLAN

CENTRAL PRE-MIX SOUNDS BERMS - BERM REMOVAL

CENTRAL PRE-MIX SOUNDS BERMS - SOUND BERM 1 SITE PLAN

B-G-001 B-G-002 B-G-003 1-C-001

1-CD101

1-CD102

1-C-301 1-C-302 1-C-303 1-C-304 1-C-305

1-CS101

1-CS102

1-CS103

1-CS104

1-CS105

1-CSU101

1-C-501 1-S-101

TITLE, LOCATION AND VICINITY MAPS

DRAWING INDEX 1

DRAWING INDEX 2

GENERAL SITE PLAN - CONTRACT OPTION #1

DEMOLITION PLAN 3 - KOA LEVEE DEGRADE - KOA 0+00 TO 21+25

DEMOLITION PLAN 4 - KOA NOB DEGRADE

SECTION 1 - TYPICAL SECTIONS

KOA LEVEE DEGRADATION - CROSS SECTIONS 1

KOA LEVEE DEGRADATION - CROSS SECTIONS 2

KOA LEVEE DEGRADATION - CROSS SECTIONS 3

KOA LEVEE DEGRADATION - CROSS SECTIONS 4

BLUE SLOUGH REALIGNMENT - GENERAL SITE PLAN

BLUE SLOUGH REALIGNMENT - LESTER LANE SITE PLAN

BLUE SLOUGH REALIGNMENT - PAVLICK ALLEY SITE PLAN

BLUE SLOUGH REALIGNMENT - PLANTING PLAN 1

BLUE SLOUGH REALIGNMENT - PLANTING PLAN 2 - DETAILS

GENERAL SITE UTILITIES PLAN 4 - BLUE SLOUGH HEAD GATE AREA

DETAILS 1 - BLUE SLOUGH CULVERT DETAILS 1

BLUE SLOUGH HEADWALL AND TRASHRACK

A l:\AECDesigns\FY21_P2-404465_YAK1135\Con_Docs\CAD_Sheets\General\FY21_P2-404465_YAK1135-B-G-002 - DRAWING INDEX l.dgn

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Plot Date: RTA SUBMITTAL w/OPTIONS

1 2 3 6 9 104 5 7 8 rDRAWING DRAWINGDRAWING INDEXNO. NO. i iDRAWING TITLE DRAWING TITLE i i|i i

CONTRACT OPTION #1 INDEXBASE CONTRACT INDEX

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D h

C D

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M Y

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B-G-001 B-G-002 B-G-003 2-C-001

2-CD101

2-CD102

2-CD103

2-CD104

2-CS100

2-CS101

2-CS102

2-CS103

2-CS104

2-CS105

2-CS106

2-CS107

2-CS108

2-CS109

2-CS110

2-CS111

2-CS112

2-CS113

2-CS114

2-CS115

2-CS116

2-CS117

2-CS118

2-CS119

2-CS120

2-CS121

2-CS122

2-CS123

2-CS124

2-CS125

2-CS126

2-CS127

2-CS128

2-CS129

2-CS130

2-CS131

2-CS132

2-CSU101

2-CSU102

2-CSU103

2-CSU104

2-C-301 2-C-302 2-C-303 2-C-304 2-C-305 2-C-306 2-C-307 2-C-308 2-C-309 2-C-310 2-C-311

TITLE, LOCATION AND VICINITY MAPS

DRAWING INDEX 1

DRAWING 2

GENERAL SITE PLAN - CONTRACT OPTION #2

DEMOLITION PLAN 1 - DID #1 LEVEE DEGRADE - STA DID#1 6+78 TO 36+00

DEMOLITION PLAN 2 - DID #1 LEVEE DEGRADE - STA DID #1 36+00 TO 66+00

DEMOLITION PLAN 3 - DID #1 LEVEE DEGRADE - STA DID #1 66+00 TO 97+00

DEMOLITION PLAN 5 - CROSS DIKE DEGRADE - STA CD 0+00 TO 6+78

BLUE SLOUGH LEVEE - GENERAL SITE PLAN

BLUE SLOUGH LEVEE BACKWATER EXTENSION - GENERAL SITE PLAN

BLUE SLOUGH LEVEE SITE PLAN 1 - STA SB 0+00 TO 5+00

BLUE SLOUGH LEVEE SITE PLAN 2 - STA SB 5+00 TO 10+00

BLUE SLOUGH LEVEE SITE PLAN 3 - STA SB 10+00 TO 15+00

BLUE SLOUGH LEVEE SITE PLAN 4 - STA SB 15+00 TO 20+00

BLUE SLOUGH LEVEE SITE PLAN 5 - STA SB 20+00 TO 25+00

BLUE SLOUGH LEVEE SITE PLAN 6 - STA SB 25+00 TO 30+00

BLUE SLOUGH LEVEE SITE PLAN 7 - STA SB 30+00 TO 35+00

BLUE SLOUGH LEVEE SITE PLAN 8 - STA SB 35+00 TO 40+00

BLUE SLOUGH LEVEE SITE PLAN 9 - STA SB 40+00 TO 45+00

BLUE SLOUGH LEVEE SITE PLAN 10 - STA SB 45+00 TO 50+00

BLUE SLOUGH LEVEE SITE PLAN 11 - STA SB 50+00 TO 55+00

BLUE SLOUGH LEVEE SITE PLAN 12 - STA SB 55+00 TO 60+00

BLUE SLOUGH LEVEE SITE PLAN 13 - STA SB 60+00 TO 65+00

BLUE SLOUGH LEVEE SITE PLAN 14 - STA SB 65+00 TO 70+00

BLUE SLOUGH LEVEE SITE PLAN 15 - STA SB 70+00 TO 75+00

BLUE SLOUGH LEVEE SITE PLAN 16 - STA SB 75+00 TO 78+35

BLUE SLOUGH LEVEE BACKWATER EXTENSION SITE PLAN 1 - STA BE 0+00 TO 7+00

BLUE SLOUGH LEVEE BACKWATER EXTENSION SITE PLAN 2 - STA BE 7+00 TO 13+47

NEWLANDS PONDS FLOODPLAIN GRADING - SITE PLAN

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITES #2, 3 AND 7

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #1,2 AND 3

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #4, 5, 6 AND 7

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #8, 9 AND 10

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #11, 12 AND 15

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #13 AND 14

SR 24 GRADE CONTROL SILL - EXISTING SITE PLAN

SR 24 GRADE CONTROL SILL - GENERAL SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 1 SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 2 SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 3 SIDE CHANNEL SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 4 SITE PLAN

GENERAL SITE UTILITIES PLAN 1 - BLUE SLOUGH LEVEE - UN-NAMED ROAD

GENERAL SITE UTILITIES PLAN 2 - BLUE SLOUGH LEVEE - LESTER LANE

GENERAL SITE UTILITIES PLAN 3 - BLUE SLOUGH LEVEE - PAVLICK ALLEY

GENERAL SITE UTILITIES PLAN 5 - BLUE SLOUGH LEVEE - CHANNELS 10 & 11

SECTION 1 - BLUE SLOUGH ARMOR AND TYPICAL SECTIONS

SECTION 2 - BLUE SOUGH LEVEE RAMP 1

SECTION 3 - BLUE SOUGH LEVEE RAMP 1A

SECTION 4 - BLUE SOUGH LEVEE RAMP 2

SECTION 5 - BLUE SOUGH LEVEE RAMP 3

SECTION 6 - BLUE SOUGH LEVEE RAMP 4

SECTION 7 - BLUE SOUGH LEVEE RAMP 5

SECTION 8 - BLUE SOUGH LEVEE RAMP 6

SECTION 9 - BLUE SOUGH LEVEE RAMP 7 AND 8

SECTION 10 - BLUE SOUGH LEVEE - TURNAROUND 1

SECTION 11 - BLUE SOUGH LEVEE - TURNAROUND 2

2-C-312 2-C-313 2-C-314 2-C-315 2-C-316 2-C-317 2-C-318 2-C-319 2-C-320 2-C-321 2-C-322 2-C-323 2-C-324 2-C-325 2-C-326 2-C-327 2-C-328 2-C-329 2-C-330 2-C-331 2-C-332 2-C-333 2-C-334 2-C-335 2-C-336 2-C-337 2-C-338 2-C-339 2-C-340 2-C-341 2-C-342 2-C-343 2-C-344 2-C-501

REF-001

REF-002

SECTION 12 - NEWLANDS PONDS GRADING 1 - TYPICAL SECTIONS

SECTION 13 - NEWLANDS PONDS GRADING 2 - TYPICAL SECTIONS

SECTION 14 - SR 24 GRADE CONTROL SILL - TYPICAL SECTIONS

SECTION 15 - DID #1 LEVEE DEGRADE - NOTCH SECTIONS

SECTION 16 - ARTICULATED MAT ARMORING - TYPICAL SECTIONS

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 1

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 2

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 3

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 4

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 5

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 6

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 7

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 8

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 9

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 10

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 11

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 12

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 13

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 14

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 15

CROSS DIKE LEVEE DEGRADATION - CROSS SECTIONS 1

CROSS DIKE LEVEE DEGRADATION - CROSS SECTIONS 2

BLUE SLOUGH LEVEE - CROSS SECTIONS 1

BLUE SLOUGH LEVEE - CROSS SECTIONS 2

BLUE SLOUGH LEVEE - CROSS SECTIONS 3

BLUE SLOUGH LEVEE - CROSS SECTIONS 4

BLUE SLOUGH LEVEE - CROSS SECTIONS 5

BLUE SLOUGH LEVEE - CROSS SECTIONS 6

BLUE SLOUGH LEVEE - CROSS SECTIONS 7

BLUE SLOUGH LEVEE - CROSS SECTIONS 8

BLUE SLOUGH LEVEE - CROSS SECTIONS 9

BLUE SLOUGH BACKWATER EXTENSION - CROSS SECTIONS 1

BLUE SLOUGH BACKWATER EXTENSION - CROSS SECTIONS 2

DETAILS 1 - ACCESS CONTROL GATE

WSDOT SR-24 ASBUILT 1

2012 YAKIMA AUTHORIZED - SPORTSMAN PARK SETBACK FINAL DESIGN

A l:\AECDesigns\FY21_P2-404465_YAK1135\Con_Docs\CAD_Sheets\General\FY21_P2-404465_YAK1135-B-G-003 - DRAWING INDEX 2.dgn

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CONTRACT OPTION #2 INDEX

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KEY NOTES: CONTROL POINTS CONTROL POINTS

PROJECT

MEASURE NORTHING NORTHINGPROJECT FEATURE SHEETS POINT EASTING POINT EASTINGKEY ELEV. ELEV.B

(i) N 446472.79 E 1,647,726.71 972.4901.2 KOA LEVEE DEGRADE 1-CD101 N 462,933.25 E 1,648,132.91 1026.400

0 ^0^ N 461,770.81 E 1,647,726.71 1025.410 N 446.441.03 E 1,650,099.80 973.420KOA NOB DEGRADE 1-CD1021.0

<D N 458,111.89 E 1,651,080.18 1008.070 N 446,330.86 E 1,647,412.13 1011.620BLUE SOUGH HEAD GATE 1-C-501 & 1-CSU1014.0 402, 411

0 BLUE SLOUGH REALIGNMENTS 1-CS101 THRU 1-CS1051.0 N 459,116.19 E 1,650,483.52 1011.620 N 453,693.98 E 1,648,621.36 999.750403, 412, <40^ <41^N 456,471.09 E 1,651,152.46 1000.090 N 456,375.52 1,650,312.88 1000.790

^0^ ^1^N 451,164.28 1,652,691.28 986.81 N 461,755.97 E 1,647,050.73 1030.370A

M MN 451,170.22 E 1,650,205.55 992.350 N 460,076.46 E 1,647,572.25 1026.703

408, N 451,164.28 E 1,652,691.12 979.660 i <A< i

US Army Corps of Engineers ®

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i o a o

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IS)

rISSUE DATE:

31 MAY 2022

L. FORD

o cU.S. ARMY CORPS OF ENGINEERS

SEATTLE DISTRICT

SEATTLE, WASHINGTON

YAKIMA 1135

SECTION 1135 ECOSYSTEM RESTORATION

YAKIMA, WASHINGTON

0)mDWN BY:

J. BARRETT

SOLICITATION NO.:

5-J fl> o w 2

CKD BY:

G. KATO

CONTRACT NO.:

DEMOLITION PLAN 1

KOA LEVEE DEGRADE

STA KOA 00+00 TO 21+25

SUBMITTED BY:

STEPHANIE McKENNA

FILE NUMBER:

D-8-4-109

SIZE:

ANSI D DESCRIPTIONMARK DATE

rrrr i i i i ttti

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D 101 - D

LITIO

N PLAN 1 - KO

A LEVEE D

E - STA KO

A 0+00 TO

21+25.dgn

12:19:3(1 PM

File Path:

Plot D ate:

ITTAL

w /O

PTIO

SHEET ID

OPT #1

1-CD102

i i >A>

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10

GENERAL NOTES:

1. GRADING INDICATEDFOR REMOVAL OF HIGH GROUND

BETWEEN KOA LEVEE DEGRADE, SR 24 CROSS DIKE

DEGRADE AND DID#1 LEVEE DEGRADE.KOA NOB

POINT 3

N 455,003.24 E 1,650,241.77

ELEV. 1000.0

KOA NOB

POINT 2

N 455,071.45 E 1,650,254.89

ELEV. 1001.0

KOA NOB

POINT 4

N 454,909.85 E 1,650,269.70

ELEV. 999.0

•JK'r\ J

REFER TO 2-CS127 THROUGH 2-CS131 FOR GRATING

FOR GRATING RELATED CONTROL SILL AND 2-C-332

AND 2-C-333 FOR GRADING RELATED TO TO CROSS

DIKE REMOVAL.

2.G v ▼<* i rL v- ~<XX: /V\v

41 ft SEE REF-001 FOR WSDOT SR 24 BRIDGE ASBUILTS

FOR EXISTING BRIDGE. LOW CHORD ELEV. IN VICINITY

RANGES NAVD 88 ELEV. 1008.5 10 1014.5 (EAST TO

WEST). VERIFY HORIZ. AND VERTICAL CLEARANCES

IN FIELD.

3.L yY i rI •<\| } /KOA LEVEE

DEGRADE

■‘''Aa /tv yV; *

• r /Ar'r-i 'Ai ✓ ♦■ J * j r’*•» >, Jm \ >■ v \ \ X \ A\ /9\ ■

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Wmt y

/ J -„ \ \ \ /\* 1 V '■ Jr ‘ ’’Vi

Mjhi y\ V.\V™S\ \ m ✓

. ♦\ \ \\ \ r.

> Y CLEARLY MARK HIEGHT RESTRICTIONS ALONG ACCESS

ROUTES PASSING UNDER BRIDGE. USE SPOTTER AT ALL

TIMES TO ENSURE EUIPMENT NOT CLOSER THAN 3 FEET

FROM ANY BRIDGE ELEMENT UNLESS OTHERWISE

APPROVED BY WSDOT.

\ \ X \ V \

4.Im\ \ \ \ .r Vt_ .

/\ Y\ CROSS DIKE

DEGRADE

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4500 CY OF EA-.V''

DING PURPOSES ASSUME5.<1 Y Y y

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KOA NOB

POINT 1

N 455,122.68 E 1,650,216.66

ELEV. 1001.0

Y\ Y /X Y _s. Y\ Y \ V s\ »YT Yv Y Y\ \\N \\ C YsV'.. Y y YYY>, Y> I I Y\lAH

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X m/ XI \ >C kkV \ Crf

\ \Y. I X X Y'Y- Y Y r4t \ y5L XAisi \XAKOA NOB

POINT 11 B

N 455,074.44 E 1,650,115.67 Y

ELEV. 1000.0

\\Y

\\ X yli \X XY a

X KOA NOB

POINT 5

N 454,907.64 E 1,650,098.42

ELEV. 999.0

(X \\ Y X\ XX Y m x:\ X\

Y \■ i

\V X\\y X« — ■ \X \/

\\ X X %r<ix \Xy I*.,».xx X ’>£■> D1\ \

\\Y DID #1 LEVEE

DEGRADE

* vs? 2-CD101V Y \ V 1-CD102Xv, 1-CD101X ' \ v • .A

■Vxl fY Xxc V*' v il

\\ KOA NOB

POINT 10

N 455,041.52 E 1,650,084.22

ELEV. 999.5

VCv \ A \

2-CD104Y x w y ;•\

't m xa\ V\X \i X.f \ \ \\ Y \

XY'"'i*. \X X\ /es&x- djMm

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X_______A s., X ■ 4\’3k A / ?A/ V'ix.i\

V iV .‘a; V ■• iVS'V

- Xn ■UK: ni<k \

J-sjKOA NOB

POINT 9

N 454,957.99 E 1,650,333.90

ELEV. 999.0

* \C \ x*.Y m3I A :£X wvA XN*if X \ ^/V

•yr

> KOA NOB

POINT 6

N 454,786.58 E 1,649,972.15

ELEV. 998.0

_Y *x\PA<2 A \ Y X\ 7; I-CD102m XLr ' C• •• X X) : >‘x '\k i \

\ XLi' >MH:*L V \

\r\ V*> . \< . •'«

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H -krt ; \ #» ■m• a\ j

\ A\ \/ / x Y fc.SMPV-.■■

KOA NOB

POINT 8

N 454,923.11 E 1,650,016.15

ELEV. 998.5

KOA NOB

POINT 7

N 454,874.83 E 1,649,986.88

ELEV. 998.0

SR24 NOB HILL DEGRADE PLAN VIEW 2-CD103

A1 1 ” = 20* 0 20' 40'

KEY PLAN

l:\AECDesigns\FY21_P2-404465_YAK1135\Con_Docs\CAD_Sheets\Civil\FY21_P2-404465_YAK1135_1-CD102 - DEMOLITION PLAN 2 - KOA NOB DEGRADE.dgn

3:35:12 PM

File Path:

Plot Date: RTA SUBMITTAL w/OPTIONS

E D

N M

N U

D -8

-4 -1

B Y:

M cK

N A

N P

A N

O B

L D

B Y:

G . K

C O

N O

M A

M A, W

N D

W N

B Y:

U .S

. A R

M Y

C O

O F

R S

E, W

N N

E D

F O

ISSUE DATE:

31 MAY 2022

L. FORD

o cU.S. ARMY CORPS OF ENGINEERS

SEATTLE DISTRICT

SEATTLE, WASHINGTON

YAKIMA 1135

SECTION 1135 ECOSYSTEM RESTORATION

YAKIMA, WASHINGTON

O 0)mDWN BY:

J, BARRETT

SOLICITATION NO.:

5-J fl> o w 2 co"0o X CQ m CKD BY:

G. KATO

CONTRACT NO.:H m

GO Tfc o SUBMITTED BY:

STEPHANIE McKENNA

FILE NUMBER:

D-8-4-109

SECTION 1

TYPICAL SECTIONSO

SIZE:

ANSI D DESCRIPTIONMARK DATE

ATC

BLU

SLO

EL C

SLO

PES

Q U

SPALLS

8")

EXISTIN

G G

EXISTIN

G G

E R

VED

EL. 988

:i I l

15’ R

C H

EL BO

TTO

KEY

6" IN

ATIVE

G R

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BLU

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G H

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EDCBA

l:\AEC D esigns\FY21_P2-404465_YAK1135\C on_D ocs\C

_Sheets\C ivil\FY21_P2-404465_YAK1135_1-C

-301 - SEC

TIO

N 1 - TYPIC

AL SEC

TIO

S.dgn

12:25:49 PM

File Path:

Plot D ate:

ITTAL

w /O

PTIO

ELEVATION (FT.)

CD O O O O

CD O O

Ul O Ul O Ol

ELEVATION (FT.)

CD O O O O O O

CD O O NJ

Ol O Ul O Ul O Ul

I r

ISSUE DATE:

31 MAY 2022

L. FORDU.S. ARMY CORPS OF ENGINEERS

SEATTLE DISTRICT

SEATTLE, WASHINGTON

YAKIMA 1135

SECTION 1135 ECOSYSTEM RESTORATION

YAKIMA, WASHINGTON

O DWN BY:

J. BARRETT

SOLICITATION NO.:to

O "0 1 H m CKD BY:

G. KATO

CONTRACT NO.:

00 H o Tfc O SUBMITTED BY:

STEPHANIE McKENNA

FILE NUMBER:

D-8-4-109

KOA LEVEE DEGREGATION

CROSS SECTIONS 1NO SIZE:

ANSI D DESCRIPTIONMARK DATE

> O oCD U m

4*.

-'J

I I

EXISTIN

G G

E ii

-i

-tI

III

L rii r r

FIN

ISH

E iii i i_

LEG

EXISTIN

G G

FIN

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FILL O

C U

1015 ^I-

1010 zoH 1005 < m

1000 lu iiii

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G R

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I i

~n T1 il Z

Z -i

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L m m i r* i

S6 m r r m

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E iiii l r

1015 ^ -50

-25

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(FT.)

C R

SEC

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6+00

1010 ZO

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,(H ul

1005 < m

1000 lu iii

EXISTIN

G R

E i

H T1

LLZ

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G R

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-25

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(FT.)

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1010 LU

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1000 LU

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1010 z r

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1005 <

L r m

1000 LU

-25

-50

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(FT.)

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SEC

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4+00

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(FT.)

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G R

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FIN

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E iiiiL r

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D ISTAisfcE

(FT.)

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TIO

2+00 r = 10’ 1V

:1H i-

EXISTIN

G R

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^ 1010

L L

l l z 1005 r r i i

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C orps of Engineers ® l:\AEC D esigns\FY21_P2-404465_YAK1135\C on_D ocs\C

_Sheets\C ivil\FY21_P2-404465_YAK1135_1-C

-302 - KO

A LEVEE D

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N - C R

SS SEC

TIO

S Ldgn

12:27:10 PM

File Path:

Plot D ate:

ITTAL

w /O

PTIO

-50 -25 0 25 50

DISTANCE (FT.)

CROSS SECTION - KOA 12+00E5 1" = 10'

1V: 1H

10201020

1015 1015i-

EXISTING GRADE

:* 1010 1010 ^rih-

LL I

Z 1005 1005 Z O Oi, 1000 << 1000 V/

LU LUI

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LU 995 995 LUu

990990 r

985 985

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DISTANCE (FT.)

CROSS SECTION - KOA 11+00

1" = 10' 1V:1H

990990

-50 0-25 25 50

DISTANCE (FT.)

CROSS SECTION - KOA 7+00

1"= 10’ 1V: 1H

990 990

985985

-50 -25 0 25 50

DISTANCE (FT.)

CROSS SECTION - KOA 10+00

1" = 10' 1V:1H

1 102 3 4 5 6 7 8 9

LEGEND

EXISTING GRADE

FINISHED GRADE

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N 449,588.79 E 1,651,955.77

\o \STA <sjLUE SLOUGH

EVEE RAMP 3 V/ V> COPA 1+68.95

N 449,635.88 /

E 1,651,959.12' VW

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COMP OR HDPE

TYP. 2

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BLUE SLOUGH REALIGNMENT - PAVLICK ALLEY CHANNEL SITE PLAN

1 ” = 30’ o 30' 60'

BLUE SLOUGH LEVEE

'-CS107

I i >A>

US Army Corps of Engineers ®

GENERAL NOTES:

1. HYDROSEED FINAL GRADE.

ALL EXISTING TREES AND SHRUBS ARE TO BE REMOVED

IN THE VEGETATION FREE ZONE. GRASSES IN UNDISTURBED

AREAS WITHIN THE VEGETATION FREE ZONE MAY REMAIN.

LEGEND:

VEGETATION FREE ZONE

LEVEE BENCH

LEVEE TOE

BLUE SLOUGH

PROPERTY LINEPL

1 2 3 4 5 6 7 8 9 10

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BLUE SLOUGH REALIGNMENT -

LESTER LANE CHANNEL

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tPLANTING AREA (0.24 AC) i\f »J 'A\s?J**, v \____________

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PAVLICK ALLEY CHANNEL

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CENTRAL PRE MIX Kim..L m _______ z

BLUE SLOUGH REALIGNMENT - PLANTING SITE PLAN

1" = 100' 0 100' 120'

GENERAL NOTES: LEGEND

STAKE CENTERLINE AND CLEARING LIMITS FOR APPROVAL PRIOR TO INITIATING GROUND DISTURBANCE ACTIVITIES.1.

CLEAR ZONE

ALL MAN-MADE OBSTRUCTIONS, STRUCTURES, SPOIL PILES, EMBANKMENT, TREES AND SHRUBS, GARBAGE AND DEBRIS IN THE CLEARING LIMITS ARE TO BE DEMOLISHED AND REMOVED AND THEN

GRADED SMOOTH PER THE PLANS AND SPECIFICATIONS.

LEVEE BENCH

- LEVEE TOE

DISPOSE OF GARBAGE AND DEBRIS IN YAKIMA COUNTY APPROVED LOCATIONS ONLY.3.

BLUE SLOUGH

PROPERTY LINEPL

CPM WETLAND MITIGATION

PLANTING AREA

A SHEET ID

OPT #1

1-CS104

i >ft> i

US Army Corps of Engineers ® in l:\AECDesigns\FY21_P2-404465_YAK1135\Con_Docs\CAD_Sheets\Civil\FY21_P2-404465_YAK1135_1-CS104 - BLUE SLOUGH REALIGNMENT - PLANTING PLAN l.dgn

12:52:18 PM

File Path:

Plot Date: RTA SUBMITTAL w/OPTIONS

C R

O N

N U

0- 8-

B Y:

M cK

N A

O U

G H

N M

G P

B Y:

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C O

N O

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W N

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1-CS105

i i >A>

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10

BLUE SLOUGH

WIDTH VARIESTREES DESCRIPTION

BOTANICAL/..COMMON NAME 75’ BUFFER 75’ BUFFERSYMBOL SI7F REMARKS

Zx gcYgcjgc)PIPER'S HAWTHORN

CRATAEGUS CHRYSOCARPA VARPIPERI

WRIWRTGCIGC GC GC GC WR WR GCXGCSB SBW W18"- 24 BARE ROOT

Q)CR <§> R] <§>o BLACK COTTONWOOD

POPU/US BALSAMIFERA SSP.TRICHOCARPA 18”- 24 BARE ROOT

(wcYwcIw WR,WR' WR,WCAWCiW'QUAKING ASPEN POP ULUS TREMULOIDES 18"- 24 BARE ROOT WQWCS wrxwr. s WRXWRS cSBISB SBISBCHOKECHERRY PRUNUS VIRGMIANAo BARE ROOT18"- 24

WGAWClW1 WC WMWQW'F

Bjsafe bYwrYwrYwr )c- WR WRIWRXWR BISBlS BlWRl wrxwr WR, WRIWRXWRSHRUBS

SYMBOL

DESCRIPTION

BOTANICAL/ COMMON NAME SI7F REMARKS G GCliGC GC .GC G GC G C C GCo

GOLDEN CURRANT

RIBESAUREUM C C12"-18 BARE ROOT BBBJSBJ

Frwvr[wr BjSBxSBJ [rJwr](wr

W W' CIGC CiGCWCaWCIWCaW' wawawiWAX CURRANT

RIBES CEREUM 12"- 181 BARE ROOT WRlSBlSBlS WRISBISBIS<IW Wl

WOOD'S ROSE

ROSA WOODS!! 12”-18' BARE ROOT

BfSBtSBXSBfSB SBBjSB'WRXWRXWR W0!WC) WjZXWCWRXWRIWRSNOWBERRY

SYMPHONCARPOS A/BUS

ySB 12"-18' BARE ROOT E

TYPICAL PLANT LAYOUTB.UFFER.SEED.MIX: SEED THROUGHOUT BUFFER

BOTANICAL NAME

AGROPYRON SPICATUM

ASCLEPIAS SPECIOSA

ERIGONUM HERACLEOIDES

KOELERIA MACRANTHA

LEYMUS CINEREUS

LUPINUS CAUDATUS

POA SANDBERGII

STIPA COMATA

NTS

COMMON NAME

SECAR BLUEBUNCH WHEATGRASS

SHOWY MILKWEED

WYETH BUCKWHEAT

PRAIRIE JUNEGRASS

BASIN WILDRYE

TAILCUP LUPINE

SANDBERG BLUEGRASS

NEEDLE-N-THREAD

PFR.CE.NT. OF MIX

28% 1% 5% 10% 25% 2%

CUT TOP OF STAKE SQUARE20%

10%

MULCH MAT, INSTALL AND ANCHOR

ACCORDING TO MANUFACTURER’S

SPECIFICATIONS, KEEP MAT OFF

STEMS AND BASE OF PLANT

D 'J

MIN 3 TO 5 BUDS SCARS

SHALL BE ABOVE THE GROUND

PROTECTION TUBE. INSTALL

ACCORDING TO MANUFACTURER'S

SPECIFICATIONS

/ )PROTECTION TUBE. INSTALL

ACCORDING TO MANUFACTURER'S

SPECIFICATIONS

/TOP OF ROOTBALLTO BE

2 INCHES ABOVE SURROUNDING

SOIL (FINISH GRADE)

f lFOR PLANTING ON SLOPES, INSTALL PLANT UPRIGHT.

LEVEL SOIL TO ENSURE

COVER OF ROOTS ON

DOWNHILL SIDE OF PLANT

ITOP OF ROOT CROWN TO BE

2 INCHES ABOVE SURROUNDING

SOIL (FINISH GRADE)

0MULCH MAT, INSTALL AND

ANCHOR ACCORDING TO

MANUFACTURER’S SPECIFICATIONS,

KEEP MAT OFF STEMS AND BASE

OF PLANT

/C TRIM BRANCHES CLOSE/:FOR PLANTING ON SLOPES,

INSTALL PLANT UPRIGHT.

LEVEL SOIL TO ENSURE COVER

OF ROOTS ON DOWNHILL SIDE

OF PLANT

li /0

WATER RETENTION

BERM/BASIN )MULCH MAT, INSTALL AND ANCHOR

ACCORDING TO MANUFACTURER’S

SPECIFICATIONS, KEEP MAT OFF

STEMS AND BASE OF PLANT

MARK 3-INCH HIGH BERM OF

SOIL FOR WATERING BASIN

JFINISH GRADE X-

I■*Sm— FINISH GRADE MAKE 45-DEGREE ANGLE

CUT AT BUTT-END: PLANT

BUTT-END DOWNEXCAVATE SOIL FOR PLANTING

AS SHOWN. SCARIFY SIDE IF PIT

IS GLAZED. PLANT ACCORDING

TO SPECIFICATIONS

LJr _ALa ' \) iyx/_ ' X

“P”77X EXCAVATE SOIL FOR PLANTING

AS SHOWN. SCARIFY SIDE IF PIT

IS GLAZED. PLANT ACCORDING

TO SPECIFICATIONS

NOTES:\ 1. PLANT STAKES BETWEEN NOVEMBER AND MARCH.

SOAK STAKES FOR 24 HOURS (MIN.

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 Dec 2, 2022.