QL Design_2024.03.04_JZTO_JH.pdf

PDF 2 MB Posted

Attached to
QL Water Line Federal contract opportunity
Solicitation number
12970224Q0034
Issued by
Department of Agriculture Forest Service

About this file

This document is a set of engineering drawings for the Queen Lily Water System project. The drawings detail the proposed water line layout, valve schematic, and hydrant & trench details for the new water distribution system. Key details include:

The goal is to abandon the existing Queen Lily Campground water source and install a new distribution system tied into the existing North Fork Campground Water System. This involves demolishing existing hydrants and infrastructure, capping the existing water source, and installing new 2" and 3/4" HDPE distribution lines and accessories such as valves, hydrants, and a pressure reducer. The new water line route and hydrant locations are to be field verified. The project is part of Solicitation Number 12970224Q0034 for the "QL Water Line" requirement, issued by the U.S. Department of Agriculture Forest Service. The solicitation describes the project goals and provides additional details on the required products and services.

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Other files for this federal contract opportunity

Other files attached to QL Water Line, newest first.
File Type Posted
Site Walk QandA.pdf PDF
12970224Q0034 A0001.pdf PDF
Rescheduling of Site Visit.pdf PDF
12970224Q0034.pdf PDF
2024.03.07_QL Specs.pdf PDF
QL Water Line SOW.pdf PDF

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Text version

FOREST LOCATION MAP

PROJECT LOCATION MAP

SHEET OF

United States Department of Agriculture

Forest Service

Queen Lily Water System

RECOMMENDED BY:

DESIGN ENGINEER

FOREST ENGINEER DATE

DATE

DISTRICT RANGER DATE

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California

Plumas County

R5 Pacific Southwest

Plumas National Forest

Mt Hough Ranger District

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 Coversheet 1/8/2024

C-01

Water Line Layout

1/8/2024

C-02 Water Line Valve Schematic 1/17/2024

C-03

Hydrant & Trench Details

1/10/2024

C-04

Hydrant & Trench Details

1/10/2024

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N o r t h

F o r k o f t he Fea t h e r

R i v e r

Caribou Rd

Existin g

Restro om

See N ote 7

Existing Pavement E dge Typical

See Note 3

Existin g S upply C onnectio n B ox

See N ote 1

System Drain Line

See Note 2

Restroom and System

Valve Box

Notes:

1. Remove installed frost free hydrant and connections from 3" pipe. Connect new 2" distribution line at this location

2. Install drain valve in location verified in field.

Daylight drain at low end in system. Drain shall have a flanged end with screen. Drain must be protected from public interference.

3. Where new water line crosses existing road way, asphalt shall be saw cut and hot patched.

4. New water hydrant (WH) locations shall be field verified with COR. Water distribution line route to be field verified

5. All existing hydrants & sump infrastructure shall be demoed down to 12" below the grade and filled with native fill. Existing system valve boxes shall be removed.

6. Host site hydrant to be facing toward site and have a

" MHT hydrant with a backflow preventer

7. Connect new water supply line to restroom

Cap Existing Water supply line and abandon in place

Host Site Hydrant

See Note 6

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R5 Pacific Southwest

Queen Lily Water System

Plumas National Forest

Mt Hough Ranger District

Water Line Layout

1/8/2024

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2" HDPE

2" HDPE

2" HDPE

Existing 3" Valve

Connect to existing restroom supply line at edge of building.

Existing Valve Box

New min 3'x3' Valve Box

3/4" HDPE

3/4" HDPE

3/4" HDPE

3/4" HDPE

3/4" HDPE

3/4" HDPE

Install Pressure Reducing Valve inside existing restroom on existing

" copper piping

With Vent

Ball Valve

Ball Valve Flanged

Ball Valve in Valve Box

Pressure Reducer

Accessible Hydrant

Non-Accessible Hydrant

Drain Screen

LEGEND

Notes:

1. All HDPE shall be type PE 3408 SDR 11 or PE4710 SDR of 13.5 with a 100 psi pressure rating.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R5 Pacific Southwest

Queen Lily Water System

Plumas National Forest

Mt Hough Ranger District

Water Line Valve Schematic

1/17/2024

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1. Drain Grate Details

Chip Edges of box and extension for retainer

" Galvanized Steel Chain

#3 Rebar

28"-32"

8"

Not To Scale

" Galv Isolation Valve for Hydrant

W

8" Pipe with valve box cover

2. Accessible Hydrant Details

Concrete Utility Box and Extension

9" minimum of

" minus washed pea gravel

" Galv. Steel Pipe secured

Post shall be embedded a minimum of 30" in compacted soil

Connect galv to

HDPE Main line

2" min compacted gravel (

" minus)

2A/B

Not To Scale

2" min Hot AC Mix to align with existing road

2" min compacted gravel (

" minus) to the same elevation as AC paving

NOTES:

1. THE AC PAVING SHALL EXTEND TO THE EXISTING ROAD PAVEMENT AND BE FLUSH WITH THE TOP EDGE OF THE

BOX.

2. THE CONNECTION BETWEEN THE HDPE PIPE PIPE AND THE 3/4" GALV. PIPE SHALL BE BY ACCEPTED INDUSTRY

STANDARD.THE CONNECTION METHOD SHALL BE APPROVED BY THE COR PRIOR TO INSTALLATION.

3. GRATE SHALL BE FABRICATED STEEL OR CAST IRON. GRATING SHALL CONFORM TO ALL REQUIREMENTS OF

ARCHITECTURAL BARRIERS ACT (ABA) SECTION 302.3.GRATING SHALL BE FABRICATED TO PROPERLY FIT THE SUMP

BOX AND SHALL BE FLUSH WITH THE TOP OF THE BOX. THE CHAIN SHALL BE FASTENED TO THE GRATING BY

GALVANIZED HARDWARE SO AS TO BE INACCESSIBLE FROM THE OUTSIDE WHEN THE GRATE IS IN PLACE. CHAIN

SHALL BE LONG ENOUGH TO ALLOW GRATE TO BE SET ASIDE FOR CLEAN OUT.

4. THE ACCESSIBLE HYDRANT (FAUCET) SHALL CONFORM TO ALL APPLICABLE ABA REQUIREMENTS AND NOT

HAVE ANY THREADS OR OTHER DESIGNED MEANS OF ATTACHING A HOSE OR AUXILIARY FITTING(S).

5. TAMPER PROOF OR VANDAL RESISTANT HOSE BIB WITH A KEY TO OPERATE. USED FOR VENTING DURING

START UP AND DRAINING OF SYSTEM.

6. AC PAVING SHALL CONFORM TO ALL ABA SLOPE STANDARDS AND BE NO MORE THAN 2% IN ANY DIRECTION.

PAVING SHALL SLOPE TO DRAIN AWAY FROM ROAD AND HYDRANT.

Dill hole in treated post for snug fit of fittings. Drilled hole and saw cuts shall be treaded with copper napthanate according to manufacturer's instructions.

6x6 Treated Post

Accessible Faucet

See Note 4

2A

Dill hole in treated post for snug fit of fittings. Drilled hole and saw cuts shall be treaded with copper napthanate according to manufacturer's instructions.

6x6 Treated Post

Accessible Faucet

See Note 4

2B

With Vent

Tamper Proof Faucet used for venting. See Note 5

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R5 Pacific Southwest

Queen Lily Water System

Plumas National Forest

Mt Hough Ranger District

Hydrant & Trench Details

1/10/2024

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4. Pipe Trench Details

12" Compacted Sand

Bedding Material

Compacted Fill material

2" Min Hot AC Paving Patch as required

M i n

HDPE Pipe as specified

Metallic Marking Tape

Trace Wire

Not To Scale

Existing Paved Road

11"-12" Max to C/L of operable water Stream

48" min

72" min

2% Max

2% Max

AC Paving

3. Hydrant Clear Space Details

Not To Scale

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R5 Pacific Southwest

Queen Lily Water System

Plumas National Forest

Mt Hough Ranger District

Hydrant &Trench Details

1/10/2024

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Sheets and Views
QL Design_w Lidar-COVERSHEET
OLE1
QL Design_w Lidar-Water Line Layout
OLE1
QL Design_w Lidar-Water Line Schematic
OLE1
QL Design_w Lidar-Hydrant & Trench Details 1
OLE1
QL Design_w Lidar-Hydrant & Trench Details 2
OLE1
2024-03-04T15:10:44-0800
JUSTINE ZENI
I am the author of this document
2024-03-06T13:52:56-0800
TODD ORANGE
2024-03-07T17:48:16-0800
JOSEPH HOFFMAN

File details come from the government source that posted it. Updated .