W9127N-16-R-0010_Amend_0002.pdf

US ARMY CORPS OF ENGINEERS

MICHAEL GRASSO

PORTLAND OR 97204

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

NAME OF PROJECT: COUGAR OIL SPILL PREVENTION

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Jan-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-16-R-0010

X 9B. DATED (SEE ITEM 11)

21-Dec-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Jan-2016

CODE

US ARMY CORPS OF ENGINEERS - CECT-NWP

333 SW FIRST AVE

PORTLAND OR 97204-3495

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W9127N

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-R-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 26-Jan-2016 02:00 PM to 02-Feb-2016 02:00 PM.

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been added by full text:

AMENDMENT NO. 0002

Amendment No. 0002 Makes the following changes to Solicitation No. W9127N-16-R-0010:

1) Change to proposal due date from January 26, 2016 to February 02, 2016 at 2:00PM PST. Bidder Inquiry is extended to COB January 27, 2016.

2) Drawing M-102H Rev 1: Drawing updated to remove the oil cooler piping that was shown in the bearing tub by mistake.

3) Drawing G-101 Rev 1: Drawing updated to show the proper scale bar for the "Site Plan - Containment Building" view. The view itself is unchanged.

4) Update to Wage Determination: From OR150057 to OR160057

5) All other terms and conditions remain unchanged.

(End of Summary of Changes)

General Decision Number: OR160057 01/08/2016 OR57

Superseded General Decision Number: OR20150057

State: Oregon

Construction Type: Heavy

County: Lane County in Oregon.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wageOR160057 of $10.15 for calendar year 2016 applies to all contracts subject to the Davis‐Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

BROR0001‐012 06/01/2014

Rates Fringes

BRICKLAYER.......................$ 32.68 16.15

CARP0001‐024 06/01/2012

Rates Fringes

Carpenters:

Excluding Form Work.........$ 32.61 14.44

ELEC0280‐014 01/01/2015

LANE (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NORTHEAST

CORNER OF COOS COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY)

Rates Fringes

ELECTRICIAN......................$ 37.41 17.75

ELEC0932‐010 01/01/2015

LANE COUNTY (AREA LYING WEST OF A LINE NORTH AND SOUTH FROM THE

N.E. CORNER OF COOS COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY)

Rates Fringes

ELECTRICIAN......................$ 34.50 15.39

ENGI0701‐030 01/01/2015

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 39.47 14.10

GROUP 1A....................$ 41.44 14.10

ATTACHMENT REPLACED IN ENTIRETY

A5-1

AMD #0002

GROUP 1B....................$ 43.42 14.10

GROUP 2.....................$ 37.58 14.10

GROUP 3.....................$ 36.44 14.10

GROUP 4.....................$ 35.36 14.10

GROUP 5.....................$ 34.13 14.10

GROUP 6.....................$ 30.94 14.10

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments;

GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom;

GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over

GROUP 2: CRANE: Cableway Operator, 25 tons and over;

HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment);

TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; HYDRAULIC CRANE:

Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); Rubber tired scraper with tandom scrapers, multi‐engineTrenching Machine‐Wheel Operator; Loader 120,000 lbs and above; BLADE: Auto Grader;

Blade Operator‐Robotic; Bulldozer over 120,000 lbs and above; CRANE: Derrick Barge Operator 30 ton but less than 150 ton;

GROUP 3: HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment);

LATTICE BOOM CRANES: Lattice Boom Crane‐50 through 89 tons (and less than 150 feet boom); Rubber Tired Scraper: with tandom scrapers; self loading, paddle wheel, auger type, finish and/or 2 or more units; Loader 60,000 lbs and less than 120,000 lbs; Bulldozer over 70,000 lbs up to and including 120,000 lbs;

GROUP 4: CRANE: Hydraulic Crane Operator, under 50 tons;

LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; TRACKHOE/BACKHOE‐ROBOTIC: track and wheel type, up to and including 20,0000 lbs. with any or all attachments; BLADE: Blade Operator; Tractor operator with boom attachment; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator over 20,000 lbs pullback; CRANE: Chicago boom and similar types; Boom type lifting device, 5 ton capacity or less; Asphalt Paver;

Rubber‐Tired Scraper, single engine, single scraper;

Compactor‐Self Propelled; Loaders 25,000 lbs and less than 60,000 lbs; Bulldozer over 20,000 lbs and more than 100 horse up to 70,000 lbs; Mechanic;CRANE: Derrick Barge Operator less than 30 ton; Piledriver; Screed; Compactor with blade

GROUP 5: TRACKHOE/BACKHOE HYDRAULIC: Track type up to and including 20,000 lbs, Wheel type (Ford, John Deer, Case Type); Boom truck operator; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator less than 20,000 lbs pullback; Concrete Pumper; Concrete Paver:

Compactor; Loaders, rubber tired type , less than 25,00 lbs; Forklift over 5 ton, Bulldozer 20,000 lbs or 100

A5-2 horses or less; Mixer operator; Roller; Compactor without blade

GROUP 6: LOADERS: (less than 1 cu yd.); Oiler; Bobcat/Skid Loader; Grade Checker; Crane oiler; Asphalt Spreader; Broom Operator; Forklift; Roller (non‐asphalt)

Zone Differential (add to Zone 1 rates):

Zone 2 ‐ $3.00 Zone 3 ‐ $6.00

For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.

St. Helens "Blast Zone" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

* IRON0029‐011 07/01/2015

Rates Fringes

IRONWORKER (Ornamental, Reinforcing, and Structural).....$ 34.12 23.04

LABO0003‐022 06/01/2014

Rates Fringes

Laborers:

GROUP 1.....................$ 26.43 13.10

GROUP 2.....................$ 27.44 13.10

GROUP 3.....................$ 22.86 13.10

A5-3

LABORER CLASSIFICATIONS

GROUP 1: Blaster, Demolition; Laborer: Water, Sewer Underground; Chain Saw

GROUP 2: Asphalt Raker; Pipelayer; Grade Checker; Vibrating Plate

GROUP 3: Flagger, Traffic Control‐Cone Setter

PAIN0055‐029 07/01/2013

Rates Fringes

Painters:

Including Brush and Roller..$ 21.01 8.83

TEAM0037‐009 06/01/2014

Rates Fringes

Truck drivers:

GROUP 1.....................$ 26.90 14.37

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Flatbed Truck; Off the Road Truck

SUOR2009‐055 11/23/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 22.47 9.29

DRYWALL FINISHER/TAPER...........$ 24.05 0.00

HIGHWAY/PARKING LOT STRIPING:

Painter.........................$ 24.74 5.43

LABORER: Asphalt Spreader.......$ 22.18 9.39

LABORER: Common or General......$ 19.52 6.22

LABORER: Form‐Stripping.........$ 19.27 6.32

LABORER: Landscape..............$ 10.60 1.80

LABORER: Mason Tender ‐ Brick...$ 18.39 6.74

LABORER: Mason Tender ‐ Cement/Concrete..................$ 22.39 6.90

OPERATOR: Excavator.............$ 25.06 5.94

OPERATOR: Tractor...............$ 20.00 0.73

PAINTER: Spray..................$ 19.77 0.00

PILEDRIVERMAN....................$ 26.19 11.58

TRUCK DRIVER: Dump Truck........$ 16.11 8.81

TRUCK DRIVER: Lowboy Truck......$ 17.07 5.50

TRUCK DRIVER: Water Truck.......$ 18.65 6.70

TRUCK DRIVER.....................$ 32.10 5.90

A5-4

WELDERS ‐ Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198‐005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non‐union rates. Example: SULA2012‐007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate

A5-5 that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG‐OH‐0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis‐Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

A5-6

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

A5-7

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IDENTIFICATION

US Army Corps of Engineers

54321

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SITE PLAN - CONTAINMENT BUILDING

DISCHARGE POINT AT

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EXISTING CONCRETE DIVERSION

TUNNEL BOX CULVERT

SIDE B

SIDE C

SIDE D

SIDE A

PIPE SUPPORT PAD

EXISTING DIVERSION

TUNNEL PIPING

NOT TO SCALE

PT1 DETAIL

EXISTING

CONTAINMENT

BUILDING

DURASLOPE TRENCH

DRAIN OR EQUIVALENT

CONCRETE PLUG SLOPED

TO DRAIN IN TRENCH DRAIN

EXISTING

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SIDE D

TRENCH DRAIN GRATE

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G-101

PT1 NOTES:

1. CONCRETE PLUG SHALL BE CONSTRUCTED TO

THE SAME DEPTH AS BOTTOM ON TRENCH DRAIN

EXCAVATION.

2. PLACE NEW FELT EXPANSION JOINT ALONG

EXISTING VERTICAL SURFACE OF DIVERSION

TUNNEL BOX CULVERT.

3. PRIOR TO CONCRETE PLUG POUR, SURFACE OF

CONCRETE PLUG SHALL BE SLOPED TO DRAIN

INTO TRENCH DRAIN GRATE, AS SHOWN ON

SECTION A BELOW. HIGH POINT OF CONCRETE

PLUG SHALL BE AT PT1 AND LOW POINT WILL BE

AT BOTTOM OF TRENCH DRAIN CHANNEL.

4. SIDE D HAS 2 TRENCH DETAILS. TRENCH SECTION

SHALL CHANGE FROM TRENCH DRAIN DETAIL

SIDE D - PART 1 NEAREST TO PT1 TO TRENCH

DRAIN DETAIL SIDE D - PART 2 WHEN DISTANCE

BETWEEN EXISTING CONTAINMENT BUILDING

FLOOR SLAB AND DIVERSION TUNNEL BOX

CULVERT EXCEEDS 16 INCHES.

5. TRENCH DRAIN ALONG SIDE D MUST BEGIN A

MINIMUM OF 1 FOOT OUTSIDE OF VEHICLE

ACCESS DOOR.

JOINT

CONCRETE PLUG SECTION

NOT TO SCALE

G-101

A

OF CONTAINMENT BUILDING SLAB

PHOTO - WEST CORNER DURING CONSTRUCTION

PT1

GENERAL NOTES:

1. FOUNDATION DRAINS SHALL CONSIST OF DURA SLOPE

TRENCH DRAIN SYSTEM OR EQUIVALENT. BOTTOM OF

DRAIN SHALL HAVE 7% ±1% SLOPE.

2. HIGH POINT AT PT1 AND LOW POINT AT PT2 OF SITE PLAN.

3. COLLECTED WATER FROM THE FOUNDATION DRAIN

SYSTEM SHALL BE TIGHTLINED TO THE SPECIFIED

DISCHARGE POINT. THE TIGHTLINED PIPES SHALL BE

SLOPED TO DRAIN AT A MINIMUM OF 4 INCHES PER 100 FT.

LIMITED SEPARATION BETWEEN CONCRETE DIVERSION

TUNNEL AND EXISTING CONCRETE PAD FOR

CONTAINMENT BUILDING PREVENTS INSTALLATION OF

PERFORATED PIPE AT PT1. SEE DETAIL FOR PT1.

4. SEWER MANHOLE CLEANOUT SHALL BE LOCATED IN FIELD

BASED ON PROVIDING VEHICULAR ACCESS FOR VACCUUM

TRUCK.

5. CHANNELS TO BE INSTALLED WITH BLANK GRATE. GRATE

TO BE PROTECTED FROM CONCRETE POUR (COVER

HOLES WITH TAPE). GRATE DS-232 TO BE INSTALLED 3

DAYS OR MORE AFTER CONCRETE POUR.

6. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 6"

WIDTH OF CONCRETE WITH A MINIMUM OF 3,500 P.S.I.

AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR UNTIL

CONCRETE HAS COMPLETELY HARDENED.

DURASLOPE TRENCH DRAIN

OR EQUIVALENT

EXISTING SOILSCONCRETE PLUG

EXISTING REINFORCED

CONCRETE

CONTAINMENT

BUILDING FLOOR SLAB

EXISTING DIVERSION

TUNNEL BOX CULVERT

TIGHTLINE

DISCHARGE PIPE

SEWER MANHOLE FOR CLEANOUT

TO BE LOCATED IN FIELD

EXISTING

POWERHOUSE

APPROXIMATE LOCATION OF

EXISTING CHAIN LINK FENCE

EXISTING DRAIN PIPING TO

CONTAINMENT BUILDING

PT1

PT2

EXISTING

CONTAINMENT

BUILDING

20' x 25'

4" PVC TEE

ENCASED IN CONCRETE

GRADE TO DRAIN TO TRENCH

CONCRETE PLUG SLOPED

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DURASLOPE TRENCH

DRAIN OR EQUIVALENT (TYPICAL)

EXISTING DRAIN PIPING TO DRAINAGE

AND UNWATERING SUMP

4" PVC BEND

ENCASED IN CONCRETE

GRADE TO DRAIN TO TRENCH

(TYPICAL)

90 LF - DURASLOPE TRENCH DRAIN

OR EQUIVALENT TRENCH DRAIN

SYSTEM WITH SURFACE

GRATE (TYPICAL)

5' 0 5' 10'

SCALE: 18"= 1'-0"

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INSTALLATION OF NEW COOLERS

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INSTALLATION OF NEW COOLERS

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E A

P P

R of Engineers

US Army Corps

/2

/2

BORDER VERSION UPDATE [09-2012]

n w d \n w p \E

T D

S \C

A D

D -W o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

S

IG

N F

IL

E

MD102 SHEETSHEET NAME:G2HDCMGT BY USERNAME:DATE AND TIME PLOTTED: 1/21/2016 7:11:29 AM