A22.W912EK18R0007-0003.pdf

SEE SCHEDULE

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

**The bid date remains unchaged, bids are due 19 June 2018 at 2:00 pm CST

This amendment updats draw ings and w age determination, please see attached.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

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

16C. DATE SIGNED

BY 07-Jun-2018

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 W912EK18R0007

X 9B. DATED (SEE ITEM 11)

10-May-2018

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 is extended, X 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

07-Jun-2018

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK18R0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0003

This amendment is to update drawings with the following clarifications. The updated drawings are attached.

G-002, Note 3 clarified survey datum conversion process;

V-101, Note 3 clarified survey datum conversion process;

C-108, Fixed plotting issue;

C-110, updated notes to better matching naming terminology in specification section 35 73 13;

C-307 Added note and updated drawing callout that material placed around trees was to be no steeper than 6H:1V.

This amendment also updates Section 00 73 46 with the current wage determination to follow:

SECTION 00 73 46

a. PAGES IA080003-1 THROUGH IA080003-10. Delete wage rate pages IA080003-1 through IA080003-10, Modification Number 2, dated 03/02/2018, in their entirety, and substitute therefor revised pages IA080003-1 through IA080003-10, Modification Number 3, dated 05/18/2018, attached.

ATTACHMENTS: IA080003-1 through IA080003-10.

General Decision Number: IA180003 05/18/2018 IA3

Superseded General Decision Number: IA20170003

State: Iowa

Construction Type: Heavy River Work

Counties: Iowa Statewide.

HEAVY CONSTRUCTION PROJECTS LIMITED TO WORK ON OR

PERTAINING

TO, OR WITHIN THE FLOOD PLAIN OF THE MISSISSIPPI AND

MISSOURI

RIVERS INCLUDING ALL HEAVY WORK ON TRIBUTARIES AND LAKE

ODESSA

WITHIN THE FLOOD PLAIN OF THE RIVERS. HEAVY WORK INCLUDES

CANALS, CHANNELS, COFFERDAMS, DAMS, DIKES, DOCKS, DREDGING

WORK, FLOOD CONTROL PROJECTS, JETTIES, LAND RECLAMATION,

LEVEE

WORK, LOCKS, LOCK AND DAMS, PUMPING STATIONS, RAILROAD

BRIDGES, RAILROAD CONSTRUCTION, SHORELINE MAINTENANCE, AND

WATER WAY CONSTRUCTION.

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any 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 $10.35 per hour (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 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 03/02/2018 3 05/18/2018

* CARP0004-007 05/01/2018

SCOTT COUNTY

Rates Fringes

CARPENTER........................$ 30.19 25.42

ENGI0150-008 06/01/2017

CEDAR, CLINTON, DES MOINES, LEE, LOUISA, MUSCATINE AND

SCOTT

COUNTIES

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 34.50 30.90

GROUP 2.....................$ 33.50 30.90

GROUP 3.....................$ 30.85 30.90

GROUP 4.....................$ 29.80 30.90

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Crane (Friction or Hydraulic, regardless of size or attachments); Tow or Push Boat

GROUP 2: Asphalt Heater-Planer Unit; Asphalt Paver;

Asphalt

Paver Screed; Asphalt Plant; Automatic Curbing Machine;

Backfiller (throw bucket); Blastholer Self-Propelled Rotary Drill or Similar Machines; Boom Tractor or Side Boom;

Boring Machine (Directional, Vertical or Horizontal);

Building Hoist (1, 2 or 3 drums); Caisson Auguring Machines;

Central Redi-Mix Plant; Chip Spreader; Cleaning & Priming Machine; Combination Backhoe Front End Loader;

Combination Concrete Finishing Machine and Float; Concrete Breaker or Hydro-Hammer; Concrete Conveyor or Pump; Concrete Paver;

Concrete Spreader; Concrete Wheel Saw (Large self-propelled); Crusher (Stone, Concrete, Asphalt, etc.);

Curing-Tinning Machine; Dipper Dredge Crane man; Dipper Dredge Operator; Dual Purpose Truck (Boom, Winch, etc.);

Excavator; Farm-Type Tractor Operating Scoop or Scraper or with Power Attachment; Forklift (6000 lb. capacity);

Grader, Motor Grader, Motor Patrol, Auto Grader, Form Grader, Pull Grader, Sub Grader, Elevating Grader; Group Equipment Greaser; Guard Rail Post Driver; Hoists;

Hydraulic Dredge Leverman or Engineer; Hydro-Vac Truck Mounted or Pull Type, and Similar Equipment; Laser Screed;

Loader (Track, Rubber Tire or Articulated); Locomotive Engineer; Mechanic-Welder; Mechanical Loaded Log Chippers or Similar Machines; Milling Machine; Mucking Machine; Pile Driver; Pipe Bending; Pug Mill; Road Widener-Shoulder Spreader; Scraper (self-propelled);

Self-Propelled Roller or Tire Roller (on Asphalt or Blacktop), Sheep Foot or Pad Foot Compactor; Shovel;

Slip Form Paver; Steel Track-Type Tractor (Dozer, Push Cat, etc.); Transfer or Shuttle Buggy; Trenching Machine (40 H.P. & over); Work Boat.

GROUP 3: Articulated Off-Road Haul Unit; Asphalt Booster;

Boiler (Engineer or Fireman); Conveyor Over 20 H.P.;

Distributor; Driver on Truck Crane or Similar Machines;

Elevator; Farm-Type Tractor (Without Power Attachment);

Fireman & Pump Operator at Asphalt Plant; Forklift (Less than 6000 lb. capacity); Grout Pump; Light Plant;

Mechanical Broom; Mud Jack; Self-Propelled Roller (Other than listed in Group 2); Straddle Carrier; Trench Machine (Under 40 H.P.).

GROUP 4: Air Compressor (400 C.F.M. or over); Compact Loader (Rubber Tire, Track & Utility); Engine Driven Welding Machine; Mechanical Heater (other than steam boiler); Small Outboard Motor Boat (Safety Boat & Life Boat); Water Pump (More than one well point pump).

ENGI0234-002 12/01/2016

REMAINING COUNTIES

Power equipment operators:

MISSISSIPPI RIVER

GROUP A....................$ 35.72 13.80

GROUP B....................$ 35.03 13.80

GROUP C....................$ 32.70 13.80

MISSOURI RIVER

GROUP A....................$ 35.24 13.80

GROUP B....................$ 34.57 13.80

GROUP C....................$ 32.31 13.80

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP A: Power shovel, crane, backhoe (1.5 yd and over), dragline, hoisting engineer (steel erection), motor patrol (finish), piledriver, master mechanic, sideboom tractor, horizontal boring machine, finish dozer, central mix plant, paver or self propelled spreader, tow, safety, or push boat, CMI paver, subgrader or equivalent, asphalt plant, pushcat, mechanics - welders, churn or rotary drill, trenching machine (Cleveland 80 or similar capacity), asphalt laydown, asphalt screed, asphalt heater planer, concrete pump, self-propelled curb machine (with seat), loader operator (2 cu yd and over), scraper, dozer (rough), group greaser, asphalt roller, backhoes of any size when digging building footings.

GROUP B: Motor patrol (rough), concrete curb breaking machine, loader (under 2 yd), backhoe under 1/2 yd, concrete widening machine, paver breaker, Barber Green, Haiss loader or similar machines, crawler tractor (pulling disc, sheepsfoot, ripper, or flat roller), self-propelled sheepsfoot roller, self-propelled roller, dristributor, screening and washing plant, self-propelled vibrating compactor, trenching machine, steel placing machine, conveyor, finishing machine (on concrete), flex plane, bullfloat, form grader, self-propelled elevator grader, water wagon on compaction

GROUP C: Boiler, mechanical boom, oiler, welding machine, Pump (other than dredge), boom and winch trucks, compressor, tank car heater (combination boiler and booster), pumps on well points and deep wells for dewatering, truck crane combination driver-oiler, concrete curbing machine, batch plant (dry), spreader attachments, utility tractor with attachments, light plant mechanical heater, pumps over 3", farm type tractor (pulling disc, harrow or roller).

IRON0111-005 07/01/2017

(EXCLUDING DES MOINES, LEE, DUBUQUE, CLAYTON, ALLAMAKEE,

HARRISON, POTTAWATTAMIE, MILLS, FREMONT, JACKSON, CLINTON,

LOUISA, MUSCATINE, WOODBURY AND MONONA COUNTIES)

Ironworker.......................$ 31.20 24.44

LABO0309-005 01/01/2018

SCOTT COUNTY

Rates Fringes

LABORERS

GROUP 1.....................$ 27.32 20.45

GROUP 2.....................$ 27.82 20.45

GROUP 3.....................$ 28.45

20.45

LABORER CLASSIFICATIONS

GROUP 1 - Flagman; Dumpman; Spotter; Broom Man;

Landscaper;

Planting & Removal of Trees; Fencing Laborers; Cleaning of Forms or Lumber (in Bone Yard); Laying of Sod;

Moving and/or Maintenance of Flares & Barricades;

Operation of all Hand, Electric, Air, Hydraulic or Mechanically Powered Tools under the the Laborers' including Jackhammer, Tamper, Air Spade, Auger, Concrete Saw, Chain Saw, Utility Saw, Rock Drill, Vibrator; Mortar Mixer; Power & Hand Saw (When Clearing Timber); General Laborer; Material Handler; Form Handler; Concrete Dumper; Puddler; Explosives Handler;

Center Strip Handler & Installer; Prime Mover or any Mechanical Device Taking the Place of Concrete Buggy or Wheelbarrow; Sandpoint Setter; Asphalt Kettleman;

Sheeting Hammer Driver; Laying & Jointing of Telephone Conduit;

Gas Distribution Man; Pipe Setter On Lateral, Drain Tile, Culvert Pipe & Storm Sewer; Catch Basin Lead; Catch Basin; Manholes; Batch Dumper; Tank Cleaner; Cofferdam Worker;

Bankman on Floating Plant; Jointman With Pipelayer; Back-up Man (Corker, Joint Maker) With Pipe Setter On Sewer & Water Main; Batterboard Man or Laser Operator on Sewer & Water Main; Laborer in Ditch or Tunnel, on Sewer or Water Main Telephone Conduit, Cutters; Burners; Torchman; Gravel Box Man; Asphalt Plant; Concrete Plant; Deck Hand; Unloading of Steel & Rebar; & Wrecking Laborers

GROUP 2 - Asphalt Raker or Luteman; Pipe Setter on Sewer or Water Main; Gunnite Nozzle Man; Asphalt or Concrete Curb Machine Operator; Concrete Burning Machine Operator; & Coring Machine Operator; Hazardous Waste Worker; Asbestos Abatement Worker

GROUP 3 - Concrete Specialist (All work relating to but not limited to pouring, striking of & finishing all concrete surfaces)

PLAS0544-001 01/01/2017

SCOTT COUNTY

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 26.36 21.60

TEAM0371-001 05/01/2012

SCOTT COUNTY

Rates Fringes

Truck drivers:

GROUP 1.....................$ 31.34 10.05+a GROUP 2.....................$ 31.78 10.05+a GROUP 3.....................$ 32.02 10.05+a GROUP 4.....................$ 32.28 10.05+a

GROUP 5.....................$ 33.13

10.05+a Footnote:

a. PENSION: $40.10 per day

TRUCK DRIVERS

CLASSIFICATIONS

GROUP 1: Drivers on 2 axle trucks hauling less than 9 tons , air compressor and welding machines and brooms, including those pulled by separate units, warehousemen, greasers and tiremen, pick- up-trucks when hauling material, tools or men to and from and on the job site, and forklifts up to 6,000 lb capacity

GROUP 2: 2 or 3 axle trucks hauling more than 9 tons but hauling less than 16 tons. A-frame winch trucks, or similar equipment when used for transportation purposes. Forklifts over 6,000 lb capacity, winch trucks, four axle combination units, hydrolift Trucks, vactor trucks or simiolar equipment when used for transportation purposes..

GROUP 3: 2, 3, and 4 axles hauling 16 tons or more, water pulls, 5 axles or more combination units, water pulls, articulated dump trucks

GROUP 4: Oil distributors, lowboys

GROUP 5: Drivers who require special protective clothing while employed on hazardous waste work.

SUIA2002-002 12/01/2014

Rates Fringes

CARPENTER

Mississippi River (Iowa Side).......................$ 28.55 16.29 Mississippi River (Work that pertains to both banks, or extends across the Mississippi River. If a higher rate of pay previalis in the adjoining states, then those rates shall apply)................$ 34.60 21.38 Missouri River..............$ 31.25 12.43

CEMENT MASON/CONCRETE FINISHER...$ 33.35 10.05

Ironworkers: (setting of all structural steel and reinforcing steel installation:)

Des Moines and Lee Counties....................$ 29.42 16.68 Dubuque, Clayton & Allamakee Counties..........$ 26.67 16.68 Harrison, Pottawattamie, Mills & Fremont Counties....$ 24.89 16.68 Jackson, Clinton, Louisa & Muscatine Counties........$ 36.20

16.68 Woodbury & Monona Counties..$ 19.46

16.68 Laborers:

Class A Mississippi River..........$ 30.92 8.60 Missouri River.............$ 28.92 8.60 Class AA Mississippi River..........$ 31.95 8.60 Missouri River.............$ 29.95 8.60 Class B Mississippi River..........$ 29.22 8.60 Missouri River.............$ 28.22 8.60 Class C

Mississippi River..........$ 26.05 8.60 Missouri River.............$ 24.05 8.60

TRUCK DRIVER

Mississippi River...........$ 24.88 10.50 Missouri River..............$ 24.88 10.50

LABORERS CLASSIFICATIONS

GROUP A: Sandblaster, gunite nozzleman, diamond and core drills powered by air, sewer utility man and laser operator, all work performed by laborers working from a bos'n chair, swinging stage, tagline or block and tackle, drill operators of air tracks, wagon drills and similar drills, steel highway formsetter, stingman, powerman blaster, asphalt luteman and rakers, asphalt distributor operators, concrete saw operators, and skilled concrete laborers, deckhands.

GROUP AA: Pipelayer, concrete specialist; tunnelman

GROUP B: Tree climber, form setter, potmen (not mechanical), depth grade checker, and cutting torches on demolition work, trencher operator (walk behind), safety boat operators, power buggyman, concrete and paving sawmen, form line and expansion joint assembler, bottomman, caulker-jointer and painter (striper), timber and chair-sawman, mechanical stresser or strechman on post-tension or pre-stressed concrete on or off job, form tamper, air-gas and electric tool opertors-vibrators- Barcohammer-Pavec-tampers-electric drills-hammers and jackhammers, tree groundman, chair tenders-tool room men and checkers, concrete processing material and monitors, stringman on paving work, broom operator (not self propelled), fence erectors, handling and placing of metal mesh, dowel bars, reinforcing baars and chairs, dumpmen and spotters, carring reinforcing rods, corrugated culvert pipe, stake chaser, seeding or mulching and planting of trees shrubs and flowers, water pumps (under 3"), compressors (under 400 CFM), general laborer, rodman, hot asphalt labor, carpenter tender, concrete finisher tender.

GROUP C: Waterboy, flagman, flagger/traffic control, watchman.

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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 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.

Washington, DC 20210

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

END OF GENERAL DECISION

GENERAL NOTES

SCALE : NO SCALEA1

INDEX

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

R E

P \P la n S e ts \S h e e ts \E

P

G -0 x x x .d g n

:1

:1

P

M

B E

D D

E J J

/5 /2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IN

D

E X A

N D N

O T

E S

B E

A V

E R I S

L A

N D C

O M

P L E

X

P

G -0 x x x .d g n

E L S

K N

M

A S S

H O

W N

E J J

M J T

G-002

G E

N E

R A

L

W E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

B

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

C L

IN

T O

N C

O U

N T

Y

IA

SEQUENCE OF WORK

MATERIAL PLACEMENT) WITHIN THE NEXT 12 MONTHS FOLLOWING CLEARING.

2. TREE CLEARING SHALL NOT BE CONDUCTED UNLESS THE AREA IS TO RECEIVE MATERIAL (EITHER STONE OR EXCAVATED

1. CLOSURE STRUCTURE TO BE CONSTRUCTED PRIOR TO ANY CHANNEL EXCAVATION.

AND DEER HUNTING SEASONS. DURING PEAK HUNTING DATES, ALL CONSTRUCTION ACTIVITIES MAY BE REQUIRED TO CEASE.

FISH AND WILDLIFE SERVICE THROUGH THE CONTRACTING OFFICER PRIOR TO WORKING DURING THE SEASONAL WATERFOWL

C. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE US

B. NO CLEARING OF TREES SHALL BE ALLOWED BETWEEN APRIL 1 AND SEPTEMBER 30, INCLUSIVE.

A. REVIEW SPECIFICATION 00 73 05 FOR RESTRICTIONS.

8. RESTRICTIONS:

PERMIT.

CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE

B. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING A STORM WATER PERMIT PRIOR TO INITIATING CONSTRUCTION. THE

SPECIFICATION 00 73 05 AND 01 57 19.

A. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS TO INCLUDE THOSE OUTLINED IN

7. PERMITS:

6. BACKGROUND IMAGE IS ORTHOPHOTOGRAPHY FROM 2014.

SURVEYS, QUANTITY SURVEYS FOR MEASUREMENT AND PAYMENT AND SURVEYS FOR VERIFICATION OF DESIGN SECTION.

B. CONTRACTOR TO COMPLY WITH AND COMPLETE ALL SURVEYS AS REQUIRED IN SPECIFICATION 02 21 00, INCLUDING LAYOUT

A. SURVEY CONTROL INFORMATION IS PROVIDED ON SHEET V-101.

5. SURVEY:

THE CONTRACTING OFFICER PRIOR TO THAT FEATURE OF WORK COMMENCING.

B. THE LAYOUT OF THE PROJECT FEATURES ARE AS SHOWN SHALL BE FIELD STAKED BY THE CONTRACTOR AND APPROVED BY

WORK, AND SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO BEGINNING

4. LAYOUT:

F. SEE SPECIFICATIONS 00 73 05 FOR ADDITIONAL HISTORIC RIVER LEVEL DATA, AND SPECIAL CONTRACT CONDITIONS.

ELEVATION DURING LOW WATER CONDITIONS.

E. FLAT POOL IN POOL 14 IS ELEVATION 571.24 FT NAVD88 (571.98 FT MSL1912). FLAT POOL REPRESENTS A MINIMUM SURFACE

CONVERSION AT PROJECT SITE IS APPROXIMATELY 0.88 FEET

CONVERSION AT CAMANCHE GAGE IS APPROXIMATELY 0.80 FEET

CONVERSION AT LOCK 14 IS APPROXIMATELY 0.74 FEET

CONVERSION EQUALS MSL1912).

D. DATUM CONVERSIONS BETWEEN NAVD88 AND THE MSL1912 DATUM ARE VARIABLE BASED ON LOCATION (NAVD88 PLUS

C. NOTE THAT THE GAGE ELEVATION AT CAMANCHE IS REPORTED IN FT MSL1912. THE PROJECT ELEVATIONS ARE IN NAVD88.

RIVER STAGE AT CAMANCHE GAGE CAN BE FOUND AT RIVERGAGES.COM

DATUM (579.41 FT IN NAVD88 DATUM). GAGE ZERO ELEVATION AT CAMANCHE IS 563.21 MSL1912. CURRENT AND HISTORIC

B. FLOOD STAGE AT THE MISSISSIPPI RIVER CAMANCHE, IA GAGE IS AT 17 FEET OF STAGE, OR ELEVATION 580.21 FT IN MSL1912

A. NO WORK IS ALLOWED WHEN THE RIVER REACHES FLOOD STAGE.

IMPACT THE CONTRACT WORK PROGRESS.

3. THE ENTIRE PROJECT SITE IS IN THE RIVER AND IS THEREFORE HIGHLY SUSCEPTIBLE TO WATER FLUCTUATIONS THAT MAY

E. ALL WORK IS TO REMAIN WITHIN THE WORK LIMITS, CLEARING OUTSIDE OF THE CLEARING LIMITS IS PROHIBITED.

D. EQUIPMENT STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACCESS REQUIREMENTS AND LIMITATIONS.

EQUIPMENT SELECTED CAN ACCESS THE SITE, AND BE RESPONSIBLE FOR ANY ADDITIONAL COSTS NEEDED FOR SITE ACCESS.

B. VEHICULAR ACCESS IS NOT AVAILABLE, ACCESS TO THE SITE IS BY FLOATING PLANT ONLY. THE CONTRACTOR SHALL ENSURE

PROJECT FEATURES ARE NOT IMMEDIATELY ADJACENT TO THE NAVIGATION CHANNEL.

A. THE CONTRACTOR SHALL VERIFY WATER DEPTHS NEEDED TO ACCESS WORK AREA FROM PROPOSED STAGING AREA. THE

2. ACCESS AND STAGING:

THE UPPER MISSISSIPPI RIVER NATIONAL WILDLIFE AND FISH REFUGE.

B. ALL PROJECT LANDS ARE IN FEDERAL OWNERSHIP AND ARE MANAGED BY THE U.S. FISH AND WILDLIFE SERVICE AS PART OF

A. THE PROJECT IS LOCATED IN POOL 14 OF THE UPPER MISSISSIPPI RIVER (RIVER MILES 513.0 TO 517.0) IN CLINTON COUNTY, IA.

1. LOCATION:

K N

M A

M D

N

O T

E C

H A

N G

E

ID

Sheet

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

ID

Sheet

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

GENERAL NOTES

C A

T T

A

IL

S

L O

U G

H

GARDEN PLAIN RD

ISLAND

BEAVER

WHITESIDE COUNTY

ILLINOIS

ALBANY

ISLAND

ALBANY

L O

W E

R L

A K

E

CLINTON

B E A V E R S

LO

U

G H

S U

N F

IS

H S

L O

U G

H

SLOUGH RAMP

BEAVER

SLOUGH

GRASS

WADLEIGH

POND

LIL

Y

UPP

ER

LAKE

B L

U E B

E L L

LOW

ER

CUT

S A

N D B

U R

R

H U

L Z

IN

G E

R

B U F F A

LO

H

O

LE

CRAWFISH

HELSEINE

D E E P C

U T

CLINTON COUNTY

IOWA

CRAPP

IE

SLOUGH

L O

S T L

A K

E

TH

E

PO

IN

T

G

ASO

LI

N E

ALL

EY

HANSEN

UPP

ER C

UT

C A R L S

O N S

L O

U G

H

C A

M A N C

H E A

V E

S

T

H S

T

67LINCOLN WAY

M A

N U F A C T U

R

IN

G D

R

S M

A L L L

A K

E

S T

E W

A R

T

MIS

SIS

SIP

PI R

IVER

FLOW

POINT NORTHING EASTING NAVD88 DESCRIPTION

SURVEY CONTROL

14-344-156 SET 5/8 REBAR

14-345-158 SET 5/8 REBAR

14-310-201 SET 5/8 REBAR WITH ALUM. CAP STAMPED "BEAVER 1"

14-310-202 SET 5/8 REBAR WITH ALUM. CAP STAMPED "BEAVER 2"

14-309-101 SET PK NAIL IN PARKING LOT

14-309-001 NGS "WH 184 1A"

14-344-155 SET 5/8 REBAR

14-343-152 SET 5/8 REBAR

0SCALE : 1"=800'-0" 800' 1600'

PLAN

NORTH

A1

PLAN CONTROL POINT

APPROX 4 FOOT BELOW GRADE

14-329-001 MRC160/3 BENCHMARK

14-345-158 1867686.98 2279438.81 574.76 5/8" REBAR

14-344-156 1869034.46 2278916.85 574.77 5/8" REBAR

14-343-152 1866662.84 2278097.47 574.72 5/8" REBAR

14-344-155 1868052.61 2279232.99 574.02 5/8" REBAR

14-310-201 1872618.18 2281703.56 575.98 5/8" REBAR WITH ALUM. CAP STAMPED "BEAVER 1"

14-310-202 1868370.88 2280344.28 575.16 5/8" REBAR WITH ALUM. CAP STAMPED "BEAVER 2"

14-309-101 1866009.81 2281601.08 584.07 PK NAIL AT BOAT RAMP PARKING LOT

14-329-001 1872671.01 2291720.02 579.67 '160/3 MRC MSL1912 BENCHMARK (580.55)

14-309-001 1867008.81 2284456.03 583.58 NGS WH 184 1A RECORD EL 583.58 PID AH3018

RM 513

RM 514

RM 515

RM 516

RM 517

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

R E

P \P la n S e ts \S h e e ts \E

P

V -1 x x x .d g n

:1

:5

P

M

B E

D D

E J J

/5 /2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

V -1 x x x .d g n

D J J

K N

M

A S S

H O

W N

M L S

D

C O

N T

R O

L P

O

IN

T

V-101

P L

N

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

C L

IN

T O

N C

O U

N T

Y

IA

M

D

N

O T

E C

H A

N

OF THE PROJECT.

SIDE OF BEAVER ISLAND APPROX. 3/4 MILE NORTH

REVISED IN 1937. MARK IS LOCATED ON THE EAST

FROM THE 1934 PUBLISHED BENCH MARKS BOOK

MISSISSIPPI RIVER COMMISION BENCH MARK MRC160/3

4. CONVERSION FACTOR BASED ON RECOVERY OF THE

MSL 1912 REFER TO NOTES ON G-002.

3. TO CONVERT PROJECT VERTICAL DATUM NAVD88 TO

USING GEIOD 09 (CONUS), UNITS: U.S. SURVEY FEET

ILLINOIS WEST - 1202, VERTICAL DATUM: NAVD88

2. PROJECT DATUMS: HORIZONTAL: NAD 83 STATE PLANE

12TH AND DECEMBER 10TH, 2014.

1. CONTROL SURVEYS COMPLETED BETWEEN NOVEMBER

K

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A1 0 30'SCALE : 1"=15'-0" 15'

GENERAL SHEET NOTES

MAX 250'

M A

X

TOP OF PAD

RADIUS VARIES

6H:1V

6H:1V

6H:1V

6H:1V

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

R E

P \P la n S e ts \S h e e ts \E

P

C -1 x x x .d g n

:2

:2

P

M

B E

D D

E J J

/5 /2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

B

E A

V E

R I S

L A

N D C

O M

P L

C -1 x x x .d g n

E L S

K N

M

A S S

H O

W N

E J J

M

Y

P

IC

A L C

O N

S T

R U

C T

IO

N P

A D

C-110

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

L

A N

PLAN TYPICAL CONSTRUCTION PAD

C L

IN

T O

N C

O U

N T

Y

IA

K N

M A

M D

N

O T

E C

H A

N G

E

CLOSEOUT.

CONTRACTOR’S EXPENSE PRIOR TO CONSTRUCTION

4. CONSTRUCTION PADS TO BE REMOVED AT THE

DIMENSIONS MAY VARY WITH A MAXIMUM DIMENSION SHOWN.

3. SITE ACCESS AND OFFLOAD AREA CONSTRUCTION PADS

CONSTRUCTED.

2. IT IS ANTICIPATED THAT NO MORE THAN 10 PADS WOULD BE

SPECIFICATION SECTION 35 73 13.

EMBANKMENT PLACEMENT SUBMITTAL REQUIREMENTS IN

APPROVED BY THE CONTRACTING OFFICER. SEE

TYPE SHALL BE IDENTIFIED BY THE CONTRACTOR AND

LOCATION(S), PAD MATERIAL SOURCE, AND PAD MATERIAL

1. SITE ACCESS AND OFFLOAD AREA CONSTRUCTION PAD

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

A1 0 30'SCALE : 1"=15'-0" 15'

C1 0 30'SCALE : 1"=15'-0" 15'

AFTER PLACEMENT

EXISTING GROUND

AFTER PLACEMENT

EXISTING GROUND

MAX EL 579.8

<25% OF TOP OF EMBANKMENT

LOWER ELEVATION WIDTH

MIN EL 578.3

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

R E

P \P la n S e ts \S h e e ts \E

P

C -3 x x x .d g n

:3

:0

P

M

B E

D D

E J J

/5 /2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T Y

P

IC

A L S

E C

T

IO

N

B E

A V

E R I S

L A

N D C

O M

P L

C -3 x x x .d g n

E L S

K N

M

A S S

H O

W N

E J J

M

B A

N K

M E

N T S

H A

P

IN

C-307

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

VARIES (SEE SHEET C-305)

VARIES (SEE SHEET C-305)

VARIES (SEE SHEET C-305) 30' MIN 30' MIN

30' MIN

6H:1VBL BL

BL

MIN EL 578.3

<25% OF TOP OF EMBANKMENT

LOWER ELEVATION WIDTH

MAX EL 579.8

BL

VARIES

EXCAVATION/DREDGE CUT

WITHIN 30' OF AN

NO PLACEMENT

6H:1V

SHAPE AND SEED

(VARIES, SEE C-118 - C-123 FOR BASELINE LAYOUT)

VARIES VARIESSHAPE AND SEED

(VARIES, SEE C-118 - C-123 FOR BASELINE LAYOUT)

EXCAVATION/DREDGE CUT

WITHIN 30' OF AN

NO PLACEMENT

EXCAVATION/DREDGE CUT

WITHIN 30' OF AN

NO PLACEMENT

/0

/0

TYPICAL SECTION FINAL SHAPING OF TOPOGRAPIC DIVERSITY SITES WITH EXCAVATION/DREDGE CUT ON ONE SIDE

TYPICAL SECTION FINAL SHAPING OF TOPOGRAPIC DIVERSITY SITES WITH EXCAVATION/DREDGE CUT ON BOTH SIDES

75' MAX 75' MAX

C L

IN

T O

N C

O U

N T

Y

IA

GENERAL SHEET NOTES

SEE NOTE 10 STEEPER THAN 6H:1V.

10. MATERIAL PLACED AROUND STANDING TREES TO BE NO

SHAPED AND SEEDED IN OPTION B.

9. LOWER CUT NORTH TDS AND LOWER CUT SOUTH TDS ARE

SEEDED IN OPTION A.

8. SAND BURR TDS AND BLUE BELL EAST TDS ARE SHAPED AND

AND SEEDED IN THE BASE BID.

7. STEWART LAKE TDS AND BLUE BELL WEST TDS ARE SHAPED

COMPLETE. REFER TO L-601.

6. UNDERSTORY SEEDING IS REQUIRED ONCE SHAPING IS

DREDGE CUT AS APPROVED BY THE CONTRACTING OFFICER.

SHALL BE PLACE ON THE SLOPES FURTHEST FROM THE

ALL SITES ARE FILLED TO CAPACITY, ADDITIONAL MATERIAL

EMBANKMENT BERMS AT THE CONTRACTORS EXPENSE. IF

REQUIRE TRANSPORTING MATERIAL BETWEEN MULTUPLE

EMBANKMENT BERMS TO BE AT ELEVATION 579.8. THIS WILL

5. AT LEAST 75% OF THE FINAL TOP ELEVATION OVER ALL

4. MATERIAL TO BE SHAPED TO THE LINES AND GRADES SHOWN.

DIVERSITY SITE FOLLOWING SHAPING.

COORDINATES ARE FOR THE TOP OF THE TOPOGRAPHIC

ARE PROVIDED ON SHEETS C-118 THROUGH C-123.

3. BASELINE (BL) COORDINATES FOR THE EMBANKMENT SITES

2. CLEARING MAY BE REQUIRED PRIOR TO SHAPING.

MORE DREDGE CUTS IN THE PROJECT.

1. MATERIAL TO BE SHAPED WAS EXCAVATED FROM ONE OR

A M

D

N

O T

E C

H A

N G

E

K