25R0003_Plans_AMEND-004_FINAL.pdf

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Attached to
Mill Creek Diversion Dam Fish Ladder
Solicitation number
W912EF25R0003
Issued by

About this file

This file contains engineering drawings and site plans for the Mill Creek Diversion Dam Fish Ladder project in Walla Walla, Washington, issued by the US Army Corps of Engineers Walla Walla District under solicitation W912EF25R0003 in December 2024.

The drawings detail haul routes, staging areas, and existing site features for construction access and material storage. Key elements include designated haul routes along Rooks Park Road and the diversion dike, staging areas of approximately 1.5 acres near the diversion dike and additional areas in Rooks Park parking lot (available October 16 to March 31), and protection requirements for existing infrastructure like piezometers, toe drains, and a wooden bridge with 16-ton weight limit. The plans show coordination will be required with other concurrent construction activities in the Mill Creek channel, and contractors must maintain public access to recreation trails while ensuring protection of existing facilities including volleyball courts, sidewalks, trees and sprinkler systems during construction staging.

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Other files

File Type Posted
25R0003 - COMPLETE Amendment-0007 KEY Tech Specs.pdf PDF
25R0003 - Amendment-0007 KEY Tech Specs.pdf PDF
25R0003_Plans_AMEND-0007.pdf PDF
W912EF25R0003-0007 MCL Diversion Dam Fish Ladder Sol Amendment..pdf PDF
25R0003-0006 MCL Fish Ladder Sol amendment.pdf PDF
SHPO Reponse 2022-04-02495_051222 137236.pdf PDF
TechSpec_25R0003_03 30 00.00 28 Amend-0005.pdf PDF
Best Management Practices 137236.docx DOCX document
JARPA MCL Fish Ladder 137236.pdf PDF
Water Quality Monitoring Plan_revised_137236.docx DOCX document
25R0003_Plans_AMEND-0005.pdf PDF
NMFS BO 12-3-2020.pdf PDF
USFWS BO 10_9_2020 01EWFW00-2018-F-1709.pdf PDF
W912EF25R0003-0005 MCL Diversion Dam Fish Ladder Sol Amendment..pdf PDF
25R0003 Amendment 0004.pdf PDF
25R0003 - Amendment-0004 Tech Specs.pdf PDF
25R0003_Amend-0004_Drawing.pdf PDF
W912EF25R0003-0003 MCL Diversion Dam Fish Ladder Sol Amendment..pdf PDF
25R0003 - Amendment-0003 Tech Specs.pdf PDF
25R0003_Plans_AMEND-0003_.pdf PDF
A.02.05 - Final Signed Class JA Allen Bradley Sole Source Justification a_Redacted.pdf PDF
Final approved MCL Diversion Dam Cisco JA__Redacted.pdf PDF
W912EF25R0003-0002 MCL Fish ladder Sol. Amentment w revised specs.pdf PDF
MCL Diversion Dam Fish Ladder 25R0003 Site visit attendee list.pdf PDF
W912EF25R0003-0001 MCL Diversion Dam Fish Ladder Sol Amendment..pdf PDF
25R0003_Plans.pdf PDF
W912EF25R0003 MCL Diversion Dam Fish Ladder Solicitation.pdf PDF
25R0003 - Solicitation Tech Specs.pdf PDF
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LOCATION

LADDER

NEW FISH

RIGHT BANK ACCESS - ROOKS PARK ROAD

LEFT BANK ACCESS - GRAVEL ROAD

(FOOT TRAFFIC ONLY)

WOODEN BRIDGE ROOKS PARK

PROJECT OFFICE

MILL CREEK

RESERVOIR ROAD

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HANNEL

TAUSICK WAY

COLLEGE

COMMUNITY

WALLA WALLA

ISAACS AVENUE

MILL CREEK ROAD

RECREATION TRAIL - SEE NOTE 6

RIGHT BANK TOE ACCESS -

LOT - SEE NOTE 4

ROOKS PARK PARKING

BENNINGTON

LAKE

HAUL ROUTE

HAUL ROUTE

HIGHWAY 12

MAINTENANCE ROAD

HAUL ROUTE - GRAVEL

SEE NOTE 2

OF DIVERSION DIKE

HAUL ROUTE - TOP

TOP OF DIVERSION DIKE

DIVERSION DAM

INTAKE CANAL HEADWORKS

INTAKE CANAL OUTLET

SEE NOTE 5

ACRES)

(APPROX 1.5

STORAGE AREA

STAGING AND

GATE

LOCKED

BOLLARDS

REMOVABLE

GATE

LOCKED

SEE NOTE 3

BRIDGE

SEE NOTE 4

MAIN GATE

WEST RECREATION TRAIL

STAGING AREA

CONCRETE SIDEWALK

SEE NOTE 8

STAGING AREA

ROADWAY IS NOT BLOCKED.

PEDESTRIAN TRAIL IS STILL ACCESSIBLE TO THE PUBLIC AND ENSURE

FOR ADDITIONAL STAGING YEAR ROUND. CONTRACTOR TO ENSURE

PARKING STALLS ON EAST END OF ROOKS PARK PARKING LOT MAY BE USED 8.

TOE DRAIN. SEE SHEET G-102 FOR ADDITIONAL STAGING AREA INFORMATION.

MINIMUM 10' OFFSET FROM VOLLEYBALL COURT, CONCRETE SIDEWALK, AND

SPRINKLERS, AND TOE DRAIN DURING STAGING AREA USE. ENSURE

ADDITIONAL STAGING AREA WITHIN PARK IS PERMITTED. PROTECT TREES, 7.

SEE G-102 FOR MORE DETAIL ON THE TOE DRAIN.

PROTECT EXISTING TOE DRAIN AND MANHOLES DURING CONSTRUCTION. 6.

MATERIAL STORAGE.

ENTRANCE, AND TOP OF DIVERSION DIKE IS AVAILABLE FOR STAGING AND

AREA ALONG HAUL ROUTE BETWEEN LOCKED GATE AT ROOKS PARK 5.

OPEN, THE PARKING LOT IS UNAVAILABLE FOR CONTRACTOR USE.

WHILE PARK IS CLOSED TO PUBLIC VEHICLE ACCESS. WHEN THE PARK IS

(APPROXIMATELY 1.1 ACRES) IS AVAILABLE FOR STAGING AND STORAGE

ACCESS DURING THIS TIMEFRAME. THE ENTIRE ROOKS PARK PARKING LOT

GATE FROM OCTOBER 16 TO MARCH 31. THE PARK IS STILL OPEN TO PUBLIC

ROOKS PARK IS CLOSED TO PUBLIC VEHICLE ACCESS BEYOND THE MAIN 4.

LICENSED PROFESSIONAL CIVIL ENGINEER OR STRUCTURAL ENGINEER.

ANTICIPATED LOADING. ANY ANALYSIS MUST BE SIGNED AND SEALED BY A

DOCUMENTATION DEMONSTRATING THAT THE BRIDGE IS ADEQUATE FOR THE

THE BRIDGE RATING, CONTRACTOR SHALL SUBMIT ANALYSIS OR OTHER

FOR LOADS EXCEEDING BRIDGE HAS 16 TON WEIGHT LIMIT RESTRICTION.3.

SEE G-102 FOR MORE DETAIL.

PROTECT EXISTING PIEZOMETERS WITHIN HAUL ROUTES FROM DAMAGE. 2.

ADVANCE TO CONFIRM AVAILABILITY OF STAGING AREAS.

AREAS DURING CONSTRUCTION WITH COR. NOTIFY COR AT LEAST 30 DAYS IN

CONTRACTOR TO COORDINATE HAUL ROUTES AND USAGE OF STAGING

BY OTHERS DURING THE SAME TIMEFRAME AS FISH LADDER CONSTRUCTION.

ADDITIONAL CONSTRUCTION IN MILL CREEK CHANNEL WILL BE OCCURRING 1.

GENERAL SHEET NOTES

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PLAN: GENERAL SITE PLAN, HAUL ROUTES AND STAGING AREAS

EXISTING ITEMS

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LINE STYLE LEGEND

HAUL ROUTE

STAGING AREA

PIEZOMETER

RECREATION TRAIL

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ROOKS PARK PARKING LOT

RIGHT BANK ACCESS - ROOKS PARK ROAD SEE NOTE 3

MAIN GATE

GATE

LOCKED

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HAUL ROUTE - TOP OF DIVERSION DIKE

SEE NOTE 4

LEFT BANK LEVEE

BENNINGTON LAKE INTAKE CANAL

80' 160'0

VOLLEYBALL COURT

DIKE

DIVERSION

(40FT BY 60FT)

RIGHT BANK TURNAROUND

SEE NOTE 5

DEBRIS BARRIER ANCHOR

SEE NOTE 5

CABLE

BARRIER

DEBRIS

PICNIC TABLE

BBQ (TYP)

TREE (TYP)

TRASH BIN (TYP)

CONCRETE PAD FOR

(TYP)

MANHOLE

TOE DRAIN

EXISTING FISH LADDER

AND BAFFLES

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DIVERSION DAM

SPILLWAY END WALL

EXISTING GAUGE HOUSE BUILDING

SEE NOTE 1

RECREATION TRAIL

RIGHT BANK TOE ACCESS -

SEE NOTE 5

DEBRIS BARRIER STRUCTURE

RIGHT BANK LEVEE

TOE DRAIN

UNDERGROUND

BEGINNING OF

TOE DRAIN

UNDERGROUND

TOE DRAIN

UNDERGROUND

(TYPICAL)

PIEZOMETER

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STABILIZERS

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BOLLARDS

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LEFT BANK ACCESS - GRAVEL ROAD

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ADDITIONAL STAGING

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PLAN: DIVERSION DAM EXISTING FEATURES AND HAUL ROUTES

1"=80'SCALE:

ROADWAY IS NOT BLOCKED.

PEDESTRIAN TRAIL IS STILL ACCESSIBLE TO THE PUBLIC AND ENSURE

FOR ADDITIONAL STAGING YEAR ROUND. CONTRACTOR TO ENSURE

PARKING STALLS ON EAST END OF ROOKS PARK PARKING LOT MAY BE USED 7.

TOE DRAIN.

MINIMUM 10' OFFSET FROM VOLLEYBALL COURT, CONCRETE SIDEWALK, AND

SPRINKLERS, AND TOE DRAIN DURING STAGING AREA USE. ENSURE

ADDITIONAL STAGING AREA WITHIN PARK IS PERMITTED. PROTECT TREES, 6.

PLACE.

PROTECT EXISTING DEBRIS BARRIER ANCHOR, STRUCTURES AND CABLES IN 5.

CONSTRUCTION WITH COR.

OUTLET. CONTRACTOR TO COORDINATE LEFT BANK ACCESS DURING

DEWATERING STRUCTURES AND PIPES IN PLACE AT EXISTING LOW FLOW

ROUTE AND CONSTRUCTION. THIS CONSTRUCTION BY OTHERS MAY HAVE

THE OTHER CONTRACTORS WILL BE USING THE LEFT BANK LEVEE FOR HAUL

BY OTHERS DURING THE SAME TIMEFRAME AS FISH LADDER CONSTRUCTION.

ADDITIONAL CONSTRUCTION IN MILL CREEK CHANNEL MAY BE OCCURRING 4.

ACCESS, THE PARKING LOT IS UNAVAILABLE FOR CONTRACTOR USE.

PUBLIC VEHICLE ACCESS. WHEN THE PARK IS OPEN TO PUBLIC VEHICLE

AVAILABLE FOR STAGING AND STORAGE WHILE THE PARK IS CLOSED TO

ACCESS DURING THIS TIMEFRAME. THE ENTIRE ROOKS PARK PARKING LOT IS

GATE FROM OCTOBER 16 TO MARCH 31. THE PARK IS STILL OPEN TO PUBLIC

ROOKS PARK IS CLOSED TO PUBLIC VEHICLE ACCESS BEYOND THE MAIN 3.

PROTECT EXISTING PIEZOMETERS ALONG TOP OF DIVERSION DIKE.2.

DRAWINGS FOR MORE INFORMATION.

PROTECT EXISTING TOE DRAIN AND MANHOLES IN PLACE. SEE RESOURCE 1.

GENERAL SHEET NOTES

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EXISTING ITEMS

NEW ITEMS

LINE STYLE LEGEND

HAUL ROUTE

STAGING AREA

PIEZOMETER

RECREATION TRAIL

LEGEND

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G-101

REF

MC475720aG-101XXX
MC475720aG-102XXX

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