24-00023 Amd 1 Schedule F.pdf

Washington Department of Fish and Wildlife

Request for Quotations

RFQ No.: 24-00023

Title: Observatory Forest Health Thinning

Date issued: September 3, 2024

Amendment No: 1

1. The purpose of this amendment is to add

• Schedule "F" to RFQ

All other terms, conditions, and specifications remain unchanged.

Attachments:

Schedule "F"

FLOW�

Notes:

Crossing C5 Crossing Located N 48.056178° W 124.591279°

Sec 29, T17NR17E Channel Bed Width is 7.1' average above influence of ford 5.24% average stream slope Elevations relative to an arbitrary datum.

Ford to be installed between July 1st and September 30th 100cyd of Basalt quarry spalls, 10 yd of stream sim

Umtanum Ford Plan Veiw

CP

Elev. 102.7 I!]

Scale: 1 "=30'

30' 60'

NewBassalt

Road Surface

Umtanum Creek Ford

Drawn By. R. Skerbeck Date: 8/28/2024 Sheet 1 of 3

SCHEDULE F-

01/01/2018 FPHP Checklist – INSTALLING OR REPLACING

FPHP Applicant Checklist – Installing or Replacing Structure in Type S or F Water:

(Letters and numbers [xn] correspond to labels on example plans available on the DNR Website)

Information required for all drawings:

Legible Graphical scale bars [B1] Title block for each page to include:

Drawing title [B5] Landowner name [B10] Drawing date and revision date [B20,B25] Page number (X of total) [B35] Title block for first page to include:

Section, Township and Range [B15] Latitude and longitude [B30]

Road Profile (Channel Cross Section):

For All Structures, include the following:

Horizontal axis labeled with stations (1+00) or consistent intervals (such as 100’) [D1] Vertical axis labeled with elevations [D5] Road grades in percent slope [D10] Existing ground surface labeled [D20] Location of existing structures [E15] For Pipes, include the following:

Pipe cross section with size labeled [E1] Dimension lines: Countersink, streambed shape including: pipe bed width, thalweg, and banks [E5]

Type, gradation, or material source used to restore streambed [E10]

For Bridges, include the following:

Superstructure (bridge) and substructure

(foundation) [F1,F5] CBW dimension line [F10] Clearance between 100-year flood level and bottom of superstructure [F12] Armor: Location, type, size, toe depth, and slope angles labeled in X horizontal: 1 vertical [F20, F25, F30, F35, F40]

Bottom chord elevations [F60,F65]

Site Plan; including:

North arrow [A1] Channel alignment upstream and downstream 20 x channel bed width (CBW) (min. 150’ up and down) [C5]

Road and stream alignment, including:

[C10] Planned changes with proposed road edges matched to existing edges [C20] Station labels at constant intervals (such as 1+00) or at direction changes (such as 2+56) [C25]

CBW dimensions for bridges [C26] Stream flow direction symbol [C30] Proposed and existing structures with dimensions [C35] Benchmarks and reference points with elevations [C40] Road drainage plan (ditch relief culverts, ditch lining, etc.) [C45]

Channel Profile; including:

Horizontal axis labeled with stations (1+00) or consistent intervals (such as 100’) [G1] Vertical axis labeled with elevations [G5] For pipes: Cut slopes, fill slopes, and rock armor angles labeled in X horizontal: 1 vertical [G10]

Proposed structure and existing structures [G25, G30] Channel profile upstream and downstream

20 x channel bed width (CBW) (min. 150’ up and down) [G40]

Label all channel beds: existing, finished, and expected future regrade [G35,G36,G37]

Finished and expected channel profiles labeled in percent slope [G45,G50]

Station and elevation labels referenced to benchmarks for:

Finished excavation limits and expected future regraded channel bed limits [G55]

For Pipes:

Upstream and downstream inverts [G60,G65] Finished road surface [G80]