Attachment 002 Plans.pdf

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12445123B0013 Eye Wash Station Installation Ouachita NF
Solicitation number
12445123B0013
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This set of construction plans and specifications is for an eye wash station installation project across multiple ranger districts in the Ouachita National Forest. The project involves installing eye wash stations at various work center locations, tying into existing water lines and installing new water lines as needed. Construction will include excavating trenches, installing PVC piping and other plumbing components, pouring concrete pads, and seeding and mulching disturbed areas. The plans provide construction drawings and details for each work center location, as well as general notes covering requirements for clearing, excavation, borrow, seeding, and utilization of timber. Specifications reference standard highway construction specifications and provide additional details for soil preparation, seed mixes, mulching, limestone application, and construction tolerances. The solicitation is for a firm fixed price contract to complete all work in accordance with the provided plans and specifications.

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Other files

File Type Posted
Ouachita Eye Wash Station Bid Opening Instructions.docx DOCX document
Attachtment 007 Answers to technical questions.pdf PDF
Attachment 005 PERF REL QUESTIONNAIRE FILLABLE.pdf PDF
12445123B0013 SOL Package.pdf PDF
Attachment 003 Specifications.pdf PDF
Attachment 001 Statement of Work.pdf PDF
Attachment 004 Bid Schedule.pdf PDF
Attachment 006 WD.pdf PDF

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INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-001 COVER SHEET

G-002 SUMMARY OF ESTIMATED QUANTITIES

G-003 GENERAL NOTES

C-101 - C-107 CONSTRUCTION DIAGRAM

C-501 PLUMBING DIAGRAM, TRENCH, &

CONCRETE DETAILS

C-502 EYE WASH SPEC SHEET

RECOMMENDED BY:

DATE

DATE

DATE

DATE

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(R08) SOUTHERN REGION

OUACHITA NATIONAL FOREST

JESSIEVILLE RANGER DISTRICT

GARLAND COUNTY, ARKANAS

United States Department of Agriculture Forest Service

FOURCHE RANGER DISTRICT

YELL COUNTY, ARKANAS

WOMBLE RANGER DISTRICT

YELL COUNTY, ARKANAS

POTEAU RANGER DISTRICT

SCOTT COUNTY, ARKANAS

ODEN RANGER DISTRICT

MONTGOMERY COUNTY, ARKANAS

MENA RANGER DISTRICT

POLK COUNTY, ARKANAS

TIAK RANGER DISTRICT

MCCURTAIN COUNTY, ARKANAS

PROJECT LOCATIONS IDENTIFIED BY:

FOREST WIDE EYEWASH STATION INSTALLATION

DATE

DATE

DATE

DATE

MILBURN BREWSTER

Digitally signed by MILBURN

BREWSTER

Date: 2022.08.01 12:47:17 -05'00'

TIMOTHY

OOSTERHOUS

Digitally signed by TIMOTHY

OOSTERHOUS

Date: 2022.08.11 08:31:26 -05'00'

LARRY SEALE Digitally signed by LARRY SEALE Date: 2022.08.10 16:22:37 -05'00' ANTHONY KING Digitally signed by ANTHONY KING

Date: 2022.08.12 13:46:31 -05'00'

MICHAEL WELKER

Digitally signed by MICHAEL

WELKER

Date: 2022.08.11 12:20:29 -05'00'

PATTI TURPIN Digitally signed by PATTI TURPIN Date: 2022.08.10 16:28:22 -05'00'

AMANDA GEE Digitally signed by AMANDA GEE Date: 2022.08.12 13:24:25 -05'00' LORI BELL Digitally signed by LORI BELL

Date: 2022.08.15 10:48:46 -05'00'

GENERAL NOTES

1. The Specifications for this project shall be Federal Highway Administration "STANDARD SPECIFICATIONS FOR CONSTRUCTION

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14 US Customary Units" and the Special Project

Specifications. FP-14 US Customary Units specifications may be downloaded at: www.flh.fhwa.dot.gov/resources/pse/specs/

2. Construction tolerances shall conform with Class "E" in Table 204.02 of the Special Project Specifications.

3. Aggregate quantities including surfacing and base materials are paid for based on compacted, in place, volumes. Delivery truck loose volumes are not measured and will be considerably more than the compacted quantities listed below.

4. Maximum grade shall be 8% unless otherwise shown.

5. Contractor shall be responsible for locating any and all utilities. CALL ARKANSAS OR OKLAHOMA ONE CALL (811)

EXISTING

CATTLE

REPLACE

EXISTING

SIGN GUARD

(R)

INSTALL

SIGN

(I)

EXISTING

UNDERGROUND

GAS LINE

D

REPLACE

CULVERT

DRAIN

DIP

TYPICAL

SECTION GATE

PROPOSED

EDGE OF TRAVEL WAY

CENTERLINE OF ROAD

ROADSIDE DITCH / OUTSLOPE

WIDTH OF

TRAVEL WAY

6'12'

SCREENED

AGGREGATE

SURFACING

SCREENED

NF

EXIST.

CULVERT

TO REMAIN

REMOVE &

(R)(I)

INSTALL

CULVERT

EXIST.

GATE

TO REMAIN

DETAIL

L E G E N D

PIT RUN

AGGREGATE

SURFACING

EXISTING

BRIDGE

LEAD OFF

& WING

DITCHES

CONSTRUCT

CRUSHED OR

O P

O P

O P

O P

OVER HEAD POWER

E.O.P - END OF PROJECT

B.O.P - BEGINNING OF PROJECT

DF=DEEP FILL

CATCH POINT

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

SUMMARY OF

ESTIMATED QUANTITIES

12/2022

G-002

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ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

(I)

LEAD OFF

& WING

DITCHES

RECONSTRUCT

(I) (I)

(I) (I)

FOREST WIDE EYE WASH

STATION INSTALLATION

PAY ITEM NOTES

The unit price for the items shall be an all-inclusive price including all labor, materials, and equipment required to provide a complete and satisfactory operational system. Each items listed material shall be included in the bid item but might not be totally inclusive of all items required for the proper operation and installation of the eye wash station for which the contractor shall provide.

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DRAWN

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

GENERAL NOTES

12/2022

G-003

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ARCHIVE NO.

ARCHIVE_NUMBER

ROAD

CONSTRUCTION

AHEAD

SOIL PREPARATION: AREAS TO BE SEEDED SHALL BE FINISHED AS SHOWN ON THE TYPICAL

SECTION. AREAS THAT ARE DAMAGED SHALL BE RESTORED. THE SURFACE SOIL SHALL BE IN

A ROUGHENED CONDITION FAVORABLE FOR GERMINATION AND GROWTH.

AGRICULTURAL LIMESTONE SHALL BE A CALCIC OR DOLOMITIC GROUND LIMESTONE

CONTAINING NOT LESS THAN 80 PERCENT OF TOTAL (CALCIUM AND MAGNESIUM)

CARBONATES.

LIMESTONE SHALL MET THE FOLLOWING ESIEVE ANALYSIS:

AT LEAST 90 PERCENT PASSING A No. 10 SIEVE; AND

AT LEAST 40 PERCENT PASSING A No. 60 SIEVE OR

25 PERCENT PASSING A No. 100 SIEVE.

GRANULATED SLAG OR OTHER APPROVED NATURAL SOURCES OF LIME MAY BE USED,

PROVIDED THE APPLICATION RATE IS ADJUSTED TO EQUAL THE TOTAL NEUTRALIZING POWER

OF THE SPECIFIED GROUND LIMESTONE.

APPLICATION RATES:

LIMESTONE SHALL BE APPLIED AT A MINIMUM RATE OF 2.5 TONS PER ACRE.

HYDRO-SEEDING MAY BE USED BETWEEN SEPT. 1 AND MAY 15 AND WATER FOR

HYDRO-SEDING SHALL BE APPLIED AT A RATE OF 3,000 GALLONS PER ACRE OR AS

RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. FERTILIZER SHALL BE

APPLIED AT A MINIMUM RATE OF 600 POUNDS PER ACRE AND SHALL HAVE THE FOLLOWING

CHEMICAL ANALYSIS:

%N-12, %P2O5 -24, %K-12, OR 720 POUNDS PER ACRE AND HAVE THE FOLLOWING CHEMICAL

ANALYSIS: %N-10, %P-20, %K-10.

MULCH MATERIAL SHALL BE AGRICULTURAL STRAW(*) (SEE MULCH MATERIAL) OR WOOD

CELLULOSE FIBER APPLIED AT THE MINIMUM RATE PER ACRE AS SHOWN FOR THE TIMES OF

THE YEAR BELOW:

MINIMUM POUNDS

TIME of YEAR MULCH MATERIAL(*) PER ACRE

ANY TIME WHEAT, OAT, RICE OR RYE 5,000

9/1 - 5/15 WHEAT,OAT, RICE OR RYE STRAW OR 5,000

WOOD CELLULOSE FIBER 2,500

SEED MIXES SHALL BE ONE OF THE FOLLOWING FOR TIME OF YEAR SHOWN:

MINIMUM POUNDS

TIME OF YEAR SPECIES PER ACRE

MARCH 1 BROWNTOP MILLET 20

TO

SEPTEMBER 15

SEPTEMBER 1 ANNUAL RYEGRASS 20

TO ELBON RYE 25

MARCH 15 (ALSO KNOWN AS CEREAL RYE)

APPLICATION METHODS FOR SEED, FERTILIZER:

a) HYDRAULIC METHOD - (ACCEPTABLE 9/1 - 5/15 ONLY) SEED AND FERTILIZER

SHALL BE MIXED WITH WATER IN THE AMOUNTS SPECIFIED AND APPLIED UNDER

PRESSURE AT THE RATES SPECIFIED. MULCH SHALL BE ADDED AFTER ALL

OTHER MATERIALS HAVE BEEN MIXED IN THE TANK. LEGUME SEED SHALL BE

INOCULATED AS RECOMMENDED BY THE MANUFACTURER.

b) DRY METHOD - (REQUIRED 5/15 - 8/31) MECHANICAL SEEDERS OR OTHER

APPROVED MECHANICAL SEEDING EQUIPMENT SHALL BE USED TO APPLY

THE SEED AND FERTILIZER IN THE AMOUNTS AND MIXTURES SPECIFIED.

APPLICATION METHODS FOR MULCH:

a) HYDRAULIC METHOD - (ACCEPTABLE 9/1 - 5/15 ONLY) SPECIFIED MULCH MAY BE APPLIED

BY HYDRAULIC EQUIPMENT THAT USES WATER AS THE CARRYING

AGENT. MULCH SHALL BE EVENLY APPLIED AT THE RATES SPECIFIED. MULCHING SHALL

NOT BE DONE IN THE PRESENCE OF FREE STANDING WATER.

b) DRY METHOD - (REQUIRED 5/15 - 8/31) MULCH SHALL BE APPLIED AT THE SPECIFIED

RATE AFTER THE SEEDING AND FERTILIZING ARE COMPLETE. APPLICATION OF STRAW (*)

MAY BE BY HAND METHODS WHEN APPROVED BY THE ENGINEER.

APPLICATION METHOD FOR LIMESTONE:

LIMESTONE SHALL BE APPLIED UNIFORMLY EITHER PRIOR TO OR AFTER SOIL PREPARATION

AT THE SPECIFIED RATE. LIMESTONE SHALL BE APPLIED PRIOR TO AND SEPARATELY FROM

WHEN THE SEED AND FERTILIZER ARE APPLIED.

· NOTE W20-3

ONE 36"X36" W20-3 (PER MUTCD & S.H.S [STANDARD HIGHWAY SIGNS]) MOVABLE

CONSTRUCTION SIGN WILL BE REQUIRED AT EACH END OF THE CONSTRUCTION ZONE TO

NOTIFY THE PUBLIC DURING CONSTRUCTION ACTIVITIES. THE SIGNS SHALL BE MOUNTED

A MINIMUM OF 12" ABOVE THE GROUND, AND SHALL BE PLACED WITHIN 500 FEET OF EACH

CONSTRUCTION ZONE END. IF THE ROAD DEAD ENDS OR PUBLIC USE HAS BEEN

OBSTRUCTED, ONLY ONE W20-3 WILL BE REQUIRED. THE ROAD SHALL NOT BE CLOSED

FOR MORE THAN 2-HOURS WHEN USING THE W20-3. IF THE ROAD IS CLOSED FOR MORE

THAN 2-HOURS LIMIT A TYPE III MOVABLE BARRICADE WILL BE REQUIRED IN LIEU OF THE

W20-3.

· NOTE TYPE III

ONE TYPE III MOVABLE BARRICADE WILL BE REQUIRED TO COMPLETELY CLOSE EACH 8'

OF TRAVELED WAY WIDTH. SIGNS SHALL OBSCURE NO MORE THAN 50 PERCENT OF THE

TOP 2 RAILS OR 33 PERCENT OF ALL THREE RAILS. SIGNS SHALL BE MOUNTED A

MINIMUM OF 12" ABOVE THE GROUND. WHERE A BARRICADE ARRAY EXTENDS ACROSS A

ROADWAY, THE STRIPES SHALL SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH

TRAFFIC MUST TURN OR PASS. WHERE BOTH RIGHT AND LEFT VEHICULAR MOVEMENTS

ARE PROVIDED, THE STRIPES SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE

CENTER OF THE BARRICADE ARRAY. WHERE NO VEHICULAR MOVEMENTS ARE

PROVIDED, THE STRIPES SHALL SLOPE DOWNWARD TOWARD THE CENTER OF THE

BARRICADE ARRAY PAY FOR EITHER SIGN WOULD BE INCIDENTAL TO PAY ITEM 635.01

TYPE III MOVABLE BARRICADE

W20-3 MOVABLE BARRICADE

DRAWING TITLE

GENERAL NOTES

CLEARING

CLEARING & GRUBBING: TREES MAY BE FELLED ON GOVERNMENT LAND OUTSIDE THE

CLEARING LIMITS. TREATMENT OF SLASH SHALL BE BY METHOD F, SCATTERING. STUMPS

SHALL BE POSITIONED SUCH THAT THEY WILL NOT ROLL ONTO ROADBED OR INTO ROAD

DITCH. SLASH SHALL NOT BE DISPOSED OF (1) WITHIN ANY DEFINED STREAM CHANNEL OR

(2) WITHIN ANY MARKED BOUNDARIES OF A PROTECTED STREAM. PROTECTED STREAMS

ARE SHOWN ON SALE AREA MAP IN TIMBER SALE CONTRACT. A DEFINED STREAM CHANNEL

IS ANY CONTINUOUS CHANNEL WHICH EXHIBITS EVIDENCE OF REGULAR ANNUAL SCOUR.

EQUIPMENT SHALL NOT BE OPERATED WITHIN ANY STREAM CHANNEL EXCEPT AS

ESSENTIAL IN CONSTRUCTION OF ROADS.

GRUBBING OF UNDISTURBED STUMPS IN EMBANKMENT AREAS IS NOT REQUIRED UNLESS

THEY EXTEND MORE THAN 12" ABOVE THE ORIGINAL GROUND (MEASURED FROM THE

UPHILL SIDE) OR ARE CLOSER THAN 24" TO THE FINISHED SUBGRADE OR 12" TO ANY SLOPE

SURFACE.

NO MEASUREMENT SHALL BE MADE FOR CONSTRUCTION OF LOG LANDINGS, BUT THEY WILL

BE CONSIDERED A SUBSIDIARY OBLIGATION BY THE CONTRACTOR.

UTILIZATION OF TIMBER: MERCHANTABLE TIMBER FROM GOVERNMENT LAND IS DEFINED AS

THAT TIMBER MARKED WITH PAINT BOTH ON THE STUMP AND AT EYE LEVEL. TREES SHALL

BE FELLED BY SAWING, SHEARING, OR BY PUSHING THE TREE OVER. ALL TREES SHALL BE

CUT SO AS TO LEAVE A STUMP HEIGHT OF 12" OR LESS. THE LOG SHALL BE LIMBED AND

TOPPED AT A POINT WHERE THE INSIDE BARK DIAMETER IS NO MORE THAN 3.5".

FOR PUBLIC WORKS CONTRACT: MERCHANTABLE TIMBER SHALL BE HAULED TREE LENGTH

TO THE LOG DECK(S) SHOWN ON THE DRAWINGS. ALL MERCHANTABLE TIMBER SHALL BE

DECKED NO MORE THAN 10 CALENDER DAYS AFTER FELLING. DECKED LOGS SHALL BE

STACKED PARALLEL WITH ALL BUTT ENDS FACING THE SAME DIRECTION AND STACKED A

MINIMUM OF 6 LOGS HIGH. THESE STACKS SHALL BE PARALLEL TO THE ROAD WITH THE

BUTTS POINTED IN THE DIRECTION OF HAUL. THERE MUST BE ROOM ON THE DECK AT THE

BUTTEND OF LOGS, FOR A LOADER TO OPERATE SAFELY AND EFFICIENTLY. THE ROAD

CONTRACTOR SHALL PROVIDE THE TIMBER PURCHASER ACCESS TO THE LOG DECK(S)

SHOWN ON THE DRAWINGS FOR THE PURPOSE OF REMOVING THE RIGHT-OF-WAY TIMBER.

BY MUTUAL AGREEMENT BETWEEN THE CONTRACTOR AND THE TIMBER PURCHASER, ALL

FELLED TIMBER MEETING UTILIZATION STANDARDS MAY BE MADE AVAILABLE TO THE

TIMBER PURCHASER IN LENGTHS AND AT LOCATIONS WITHIN THE CONSTRUCTION LIMITS

AS AGREED TO BETWEEN THE TWO PARTIES. THE TIMBER PURCHASER MUST RECEIVE

WRITTEN APPROVAL FROM THE FOREST SERVICE PRIOR TO REMOVAL OF ANY TIMBER.

NOTHING HEREIN SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR OF ANY

RESPONSIBILITY FOR REPAIRING, AT HIS EXPENSE, DAMAGES THAT MAY OCCUR AS A

RESULT OF HIS AUTHORIZING THE TIMBER PURCHASER USE OF THE ROAD FOR REMOVAL

OF RIGHT-OF-WAY TIMBER PRIOR TO FINAL ACCEPTANCE BY THE GOVERNMENT.

EXCAVATION

CONSTRUCTION TOLERANCES: ALL DITCHES AND DRAINAGE DIPS SHALL BE CONSTRUCTED

TO FLOW IN THE DIRECTION SHOWN ON THE DRAWINGS OR DESIGNATED ON THE GROUND.

STUMP HOLES WITHIN OR ADJACENT TO THE ROADBED SHALL BE BACKFILLED TO PREVENT

PONDING OF WATER. FILL SLOPES, WITHIN 50' OF PIPES OR WHERE THE DEPTH OF FILL IS

MORE THAN 5' SHALL NOT BE STEEPER THAN SHOWN ON TYPICAL SECTIONS. IN OTHER

AREAS, FILL SLOPES MAY BE NO MORE THAN 10% STEEPER THAN SHOWN. TOLERANCE

CLASS (E).

SEEDING & MULCHING

SEEDING AND MULCHING SHALL BE COMPLETED ON ALL REQUIRED AREAS OF INDIVIDUAL

ROADS WITHIN 10 DAYS AFTER EXCAVATION FOR THE ROAD IS COMPLETED.

BORROW

UNLESS OTHERWISE NOTED BORROW MATERIAL IS NOT AVAILABLE ON SITE AND SHALL BE

OBTAINED FROM PRIVATE SOURCES

OUACHITA NATIONAL

FOREST

JESSIEVILLE RANGER DISTRICT

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REFLECTIVE SHEETING

FLASHING LIGHT

BUILDING

CHEMICAL

BUILDINGW

W

X

W

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

12/2022

C-101

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ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

JESSIEVILLE WORK CENTER

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

STATION INSTALLATION

JESSIEVILLE RANGER DISTRICT

N

PROJECT LOCATION

T.

N.

T.

S.

R.20 W. R.19 W.

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

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EXISTING WATERLINE

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PROPOSED 1 " 14" WATERLINE

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INSTALL EYE WASH STATION

TIE INTO EXISTING WATERLINE

BUILDING

X

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

ROVER WORK CENTER

12/2022

C-102

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ARCHIVE NO.

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United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

STATION INSTALLATION

FOURCHE RANGER DISTRICT

N

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R.22 W.

T.

N.

T.

N.

PROJECT LOCATION

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

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20" PINE TREE

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TIE INTO EXISTING LINE AT FROST FREE WATER VALVE

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INSTALL EYE WASH STATION

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PROPOSED 1 " 14" WATERLINE

EXISTING WATERLINE

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W

W

W

W

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

12/2022

C-103

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ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

SEED ORCHARD

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

STATION INSTALLATION

WOMBLE RANGER DISTRICT

N

PROJECT LOCATION

T.

S.

R. 24W.R.25W.

T.

S.

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

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PROJECT NAME

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TIE INTO EXISTING LINE AT FROST FREE WATER VALVE

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PROPOSED 1 " 14" WATERLINE

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INSTALL EYE WASH STATION

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CONCRETE CURB AND GUTTER

EXISTING WATERLINE

E

M

I C

A

L

B

U

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B U

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W

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DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

ODEN WORK CENTER

12/2022

C-104

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ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

STATION INSTALLATION

MENA-ODEN RANGER DISTRICT

N

R.27 W. R.26 W.

T.

S.

T.

S.

PROJECT LOCATION

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

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PROJECT NAME

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TIE INTO EXISTING LINE AT FROST FREE WATER VALVE

AutoCAD SHX Text

EXISTING WATERLINE

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INSTALL EYE WASH STATION

PROPOSED 1 " 14" WATERLINE

B U

I L

D I N

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BUILDING

F R

E E

Z E

R

W

W

W

XW

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

MENA WORK CENTER

12/2022

C-105

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ARCHIVE NO.

ARCHIVE_NUMBER

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United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

INSTALLATION STATION

MENA-ODEN RANGER DISTRICT

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

PROJECT LOCATION

R. 31 W. R. 30 W.

T.

S.

N Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

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PROJECT NAME

AutoCAD SHX Text F

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TIE INTO EXISTING LINE AT FROST FREE WATER VALVE

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EXISTING WATERLINE

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INSTALL EYE WASH STATION

PROPOSED 1 " 14" WATERLINE

O

U S

E

B U

I L D

I N

G

FREEZER

BUILDING

W W

W

W

W W

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

WALDRON WORK CENTER

12/2022

C-106

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AAC

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

INSTALLATION STATION

POTEAU-COLD SPRINGS

RANGER DISTRICT

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

PROJECT LOCATION

R. 29 W.

T.

N.

N

Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

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PROJECT NAME

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TIE INTO EXISTING LINE AT FIRE HYDRANT

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EXISTING WATERLINE

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INSTALL EYE WASH STATION

AutoCAD SHX Text

PROPOSED 1 " 14" WATERLINE

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PROPOSED 1 " 14" WATERLINE

POWER POLE

E M

I C

A L

B U

I L

D I N

G

BUILDING

BUILDING

BUILDING

BUILDING

W

W

W

W

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

HOCHATOWN

WORK CENTER

12/2022

C-107

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ARCHIVE_NUMBER

DRAWING TITLE

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

INSTALLATION STATION

TIAK RANGER DISTRICT

N

R. 25 E.

T.

S.

NOTE:

LOCATION OF PROPOSED EYEWASH

STATION IS APPROXIMATE. FINAL

LOCATION WILL BE STAKED OUT BY

COR.

PROJECT LOCATION

Feet

0 20 40

CONTRACTOR SHALL SEED AND

MULCH ALL DISTURBED AREA.

R. 24 E.

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PROJECT NAME

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INSTALL EYE WASH STATION

TIE INTO EXISTING WATERLINE STUBBED UP AT EDGE OF ASPHALT

6'

6"

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

PLUMBING DIAGRAM,

TRENCH,

CONCRETE PAD DETAIL

12/2022

C-501

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AAC

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

STATION INSTALLATION

GROUND LEVEL

GROUND LEVEL

WATER MAIN

PLUMBING DIAGRAM

NOTE:

COMPACTION OF ALL AGGREGATE

AND BACKFILL SHALL BE PER SPEC

5'

CROSS SECTION A-A

TOP VIEW

TRENCH

DETAIL

NOTE:

ALL PIPE USED MUST BE SCHEDULE

40 PVC WITH GLUED JOINTS.

SECTION 209.10 (F) PLACEMENT

METHOD 6.

NOTE:

GRANULAR BACKFILL SHALL

MEET REQUIREMENTS IN

SPECIFICATION 703.03 (A)

24"

A

A

24"

SEE DETAIL ON SPEC COVER SHEET.

NOTE:

UTILITY LOCATIONS SHOWN ARE APPROXIMATE.

CONTRACTOR IS RESPONSIBLE FOR LOCATING AND

PROTECTING EXISTING UTILITIES ON SITE. ANY

DAMAGE TO EXISTING UTILITIES MUST BE

REPLACED AT THE CONTRACTOR'S EXPENSE.

GRADATION SHALL BE

AASHTO #57.

18"

SEE CROSS SECTION A-A FOR

BACKFILL DETAILS.

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18"MIN

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6" MIN

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PROJECT NAME

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INSTALL ADAPTER TO 1- " PVC14" PVC

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INSTALL TEE

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INSTALL 1-1/4"PVC

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18" DIAMETER CONCRETE BASE

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9" ROUND MOUNTING BASE

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ANCHOR BOLTS

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INSTALL 90 DEG ELBOW

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INSTALL 1-1/4"GATE VALVE

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INSTALL 1-1/4" TEE

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INSTALL 1-1/4:"X3/4" REDUCER

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INSTALL 3/4"90 DEG ELBOW

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WATER VALVE BOX W/LID

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INSTALL GEOTEXTILE

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38" ACHOR BOLTS

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CONCRETE BASE

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5 C.Y. AASHTO #57 AGGREGATE

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MOUNTING BASE

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AASHTO #57 AGGREGATE

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WATER LINE

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WARNING TAPE

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EXISTING GRADE

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EXISTING WATER LINE SIZE VARIES

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INSTALL " PVC34" PVC

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CHECK VALVE

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CHECK VALVE

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BACKFILL

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BACKFILL

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AASHTO #57 AGGREGATE

CONCRETE BASE

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

EYE WASH SPEC

SHEET

12/2022

C-502

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AAC

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

United States Department of Agriculture Forest Service

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REGION 8

SOUTHERN REGION

OUACHITA NATIONAL

FOREST

FOREST WIDE EYE WASH

STATION INSTALLATION

EYE WASH SPEC SHEET

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