Am-0001_W9128F-19-R-0031.pdf

PDF 3 MB Posted Jan 31, 2020

Attached to: Construction of a Company Operations Facility at Butts Army Airfield, Fort Carson, Colorado (PN 77303)
Solicitation number: W9128F20R0031
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Written by GovTribe AI · Dec 28, 2023

This amendment to solicitation W9128F-19-R-0031 from the Department of the Army Corps of Engineers provides revisions to specifications, drawings, and the proposal due date. The specifications and drawings for the construction of a Company Operations Facility at Butts Army Airfield, Fort Carson, Colorado are modified, with general revisions and reissued sheets provided for site plans, sections, and details. A site visit is scheduled for February 11, 2020 and proposals are now due by March 6, 2020. The wage determinations for Colorado heavy construction and El Paso County building construction are also updated.

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Am-0009_W9128F-20-R-0031.pdf	PDF	Mar 23, 2020
Am-0008_W9128F-20-R-0031.pdf	PDF	Mar 19, 2020
Am-0007_W9128F-20-R-0031.pdf	PDF	Mar 17, 2020
Am-0006_W9128F-20-R-0031.pdf	PDF	Mar 13, 2020
Am-0005_W9128F-20-R-0031.pdf	PDF	Mar 11, 2020
Am-0004_W9128F-20-R-0031.pdf	PDF	Mar 6, 2020
Am-0003_W9128F-20-R-0031.pdf	PDF	Feb 26, 2020
Am-0002_W9128F-20-R-0031.pdf	PDF	Feb 19, 2020
SPECS_W9128F-20-R-0031.pdf	PDF	Jan 23, 2020
FCEO VOL. 2 ADVERTISEMENT.PDF	PDF	Jan 23, 2020
FCEO VOL. 1 ADVERTISEMENT.PDF	PDF	Jan 23, 2020

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Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0001 W9128F

COMPANY OPERATIONS FACILITIES, PN 77303, BUTTS ARMY AIRFIELD (FY20), FORT CARSON, COLORADO

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 6 MAR 2020 at 1400 hours

Government Point of Contact: Bill Rawe, Contract Specialist, William.T.Rawe@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-20-R-0031

01/31/2020

01/23/2020

01/31/2020

Am #0001 - 1

Am #0001 - 2 (Continuation SF 30)

31 January 2020 Solicitation No. W9128F 20 R 0031

Date of Issue: 23 January 2020 Date of Receiving Proposals: 6 MAR 2020

SUBJECT: Amendment No. 0001 to Request for Proposal Solicitation Package for Construction of COMPANY OPERATIONS FACILITIES, PN 77303, BUTTS ARMY AIRFIELD

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Section 00 21 00 Page 12, paragraph 1.11, delete item (b) in its entirety and replace with the following:

“ (b) The Government intends to hold a site visit on 11 FEB 2020, at 1300 hours (1:00 p.m.) Mountain. The meeting will be held at Fort Carson South Resident Office, Building 1359, 6082 Magrath Avenue, Fort Carson, CO 80913. For Additional details, contact:

Austin Eidson Austin.W.Eidson@usace.army.mil

No reservations are required; however, each visitor will be required to obtain a day pass at the Fort Carson Visitor Control and Welcome Center, Building 6012, located just outside the main gate (Gate 1) at the intersection of HWY 115 and Nelson Blvd. To obtain a 24-hour pass, a valid state or federally-issued picture ID or driver's license, vehicle registration, and proof of insurance is required. The visitor must also pass a background check that is conducted when applying for the pass. The Visitor Control Center Phone is open between the hours of 0500 - 2100 and their phone number is 719-526-2332 or 719-526-2325 if there are any questions.”

(2) Section 01 30 00.24 Attachments, delete General Wage Rate Decision Number CO200002 in its entirety and substitute General Wage Rate Decision Number CO200002 dated 01/31/2020. General Wage Rate Decision Number CO200022 dated 01/31/2020 is included as an attachment to this Amendment.

(3) Section 01 30 00.24 Attachments, delete General Wage Rate Decision Number CO200022 in its entirety and substitute General Wage Rate Decision Number CO200022 dated 01/24/2020. General Wage Rate Decision Number CO200022 dated 01/24/2020 is included as an attachment to this Amendment.

b. Specifications (New and/or Revised and Reissued). NONE

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border, and reissued with this amendment.

Volume 1 of 2 – Site Facilities Package:

Am #0001 - 3 (Continuation SF 30)

(1) Sheet CG101, GRADING AND DRAINAGE PLAN – AREA 1

(2) Sheet CG102, GRADING AND DRAINAGE PLAN – AREA 2

(3) Sheet CG301, SITE CROSS SECTIONS

(4) Sheet CG302, SITE CROSS SECTIONS

(5) Sheet CG303, SITE CROSS SECTIONS

Volume 2 of 2 – Single Company Building Package:

(1) Sheet A-620, WINDOW AND LOUVER DETAILS

(2) Sheet A-801, AIR BARRIER TESTING BOUNDARY

(3) Sheet A-802, AIR BARRIER TESTING BOUNDARY

(4) Sheet A-901, PERSPECTIVE VIEWS

(5) Sheet EY101, FIRST FLOOR SECURITY PLAN – AREA A

(6) Sheet EY102, FIRST FLOOR SECURITY PLAN – AREA B

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 6 MAR 2020.

Attachments:

General Wage Rate Decisions CO200002 dated 01/31/2020 CO200022 dated 01/24/2020 Drawings listed in 1.c., above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

31 JAN 2020

nep/2160

This page was intentionally left blank for duplex printing.

Am #0001 CO200002 - 1 01/31/2020

General Decision Number: CO20200002 01/31/2020

Superseded General Decision Number: CO20190002

State: Colorado

Construction Type: Heavy

Counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo and Weld Counties in Colorado.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 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 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). 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 01/03/2020 1 01/31/2020

Am #0001 CO200002 - 2 01/31/2020

ASBE0028-001 07/01/2019

Rates Fringes

Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems)....................$ 32.98 14.73

BRCO0007-004 01/01/2019

ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS,

JEFFERSON AND WELD COUNTIES

BRICKLAYER.......................$ 29.52 10.48

BRCO0007-006 05/01/2018

EL PASO AND PUEBLO COUNTIES

Rates Fringes

BRICKLAYER.......................$ 25.88 10.34

ELEC0012-004 06/01/2019

PUEBLO COUNTY

Rates Fringes

ELECTRICIAN

Electrical contract over $1,000,000..................$ 27.50 12.50+3% Electrical contract under $1,000,000..................$ 24.85 12.50+3%

ELEC0068-001 06/01/2019

JEFFERSON, LARIMER, AND WELD COUNTIES

ELECTRICIAN......................$ 36.50 16.18

ELEC0111-001 03/01/2019

Am #0001 CO200002 - 3 01/31/2020

Line Construction:

Groundman...................$ 20.41 13.75%+$6.20 Line Equipment Operator.....$ 28.98 13.75%+$6.20 Lineman and Welder..........$ 44.92 25.25%+$5.75

ELEC0113-002 06/01/2019

EL PASO COUNTY

Rates Fringes

ELECTRICIAN......................$ 32.60 16.23

ELEC0969-002 06/01/2019

MESA COUNTY

Rates Fringes

ELECTRICIAN......................$ 25.20 10.06

ENGI0009-001 05/01/2018

Rates Fringes

Power equipment operators:

Blade: Finish...............$ 28.57 10.70 Blade: Rough................$ 28.25 10.70 Bulldozer...................$ 28.25 10.70 Cranes: 50 tons and under..$ 28.40 10.70 Cranes: 51 to 90 tons......$ 28.57 10.70 Cranes: 91 to 140 tons.....$ 29.55 10.70 Cranes: 141 tons and over...$ 31.07 10.70 Forklift....................$ 27.87 10.70 Mechanic....................$ 28.73 10.70 Oiler.......................$ 27.49 10.70 Scraper: Single bowl under 40 cubic yards........$ 28.40 10.70 Scraper: Single bowl, including pups 40 cubic yards and over and tandem bowls.......................$ 28.57 10.70 Trackhoe....................$ 28.40 10.70

* IRON0024-003 11/01/2019

Rates Fringes

Ironworkers:.....................$ 30.85 22.26 Structural

LABO0086-001 05/01/2009

Am #0001 CO200002 - 4 01/31/2020

Laborers:

Pipelayer...................$ 18.68 6.78

PLUM0003-005 06/01/2017

JEFFERSON, LARIMER AND WELD COUNTIES

PLUMBER..........................$ 39.08 16.44

PLUM0058-002 07/01/2018

EL PASO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 32.75 14.85

PLUM0058-008 07/01/2018

PUEBLO COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 32.75 14.85

PLUM0145-002 07/01/2016

MESA COUNTY

Rates Fringes

Plumbers and Pipefitters.........$ 35.17 11.70

PLUM0208-004 06/01/2016

JEFFERSON, LARIMER AND WELD COUNTIES

PIPEFITTER.......................$ 37.10 16.62

* SHEE0009-002 07/01/2019

Am #0001 CO200002 - 5 01/31/2020

Sheet metal worker...............$ 34.62 17.95

* TEAM0455-002 07/01/2019

Rates Fringes

Truck drivers:

Pickup......................$ 21.91 4.42 Tandem/Semi and Water.......$ 22.54 4.42

SUCO2001-006 12/20/2001

Rates Fringes

BOILERMAKER......................$ 17.60

Carpenters:

Form Building and Setting...$ 16.97 2.74 All Other Work..............$ 15.14 3.37

Cement Mason/Concrete Finisher...$ 17.31 2.85

IRONWORKER, REINFORCING..........$ 18.83 3.90

Laborers:

Common......................$ 11.22 2.92 Flagger.....................$ 8.91 3.80 Landscape...................$ 12.56 3.21

Painters:

Brush, Roller & Spray.......$ 15.81 3.26

Power equipment operators:

Backhoe.....................$ 16.36 2.48 Front End Loader............$ 17.24 3.23 Skid Loader.................$ 15.37 4.41

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.

Am #0001 CO200002 - 6 01/31/2020 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

Am #0001 CO200002 - 7 01/31/2020 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:

Am #0001 CO200002 - 8 01/31/2020

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

Am #0001 CO200022 - 1 01/24/2020

General Decision Number: CO20200022 01/24/2020

Superseded General Decision Number: CO20190022

State: Colorado

Construction Type: Building

County: El Paso County in Colorado.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Modification Number Publication Date 0 01/03/2020 1 01/10/2020 2 01/24/2020

Am #0001 CO200022 - 2 01/24/2020

ASBE0028-002 07/01/2019

ASBESTOS WORKER/HEAT & FROST

INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation)......................$ 32.98 14.73

ELEC0113-005 06/01/2019

Rates Fringes

ELECTRICIAN (Includes Low Voltage Wiring)..................$ 32.60 16.23

* ELEV0025-001 01/01/2020

Rates Fringes

ELEVATOR MECHANIC................$ 46.53 35.245

FOOTNOTE:

a.Vacation: 6%/under 5 years based on regular hourly rate for all hours worked. 8%/over 5 years based on regular hourly rate for all hours worked.

b. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

ENGI0009-017 05/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane) 141 tons and over...........$ 31.07 10.70 50 tons and under...........$ 28.40 10.70 51 to 90 tons...............$ 28.57 10.70 91 to 140 tons..............$ 29.55 10.70

* IRON0024-009 11/01/2019

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 30.85 11.92

* IRON0024-011 11/01/2019

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 30.85 11.92

Am #0001 CO200022 - 3 01/24/2020

PAIN0079-009 08/01/2017

PAINTER (Spray)..................$ 20.50 8.41

PLAS0577-002 05/01/2018

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 27.13 12.10

PLUM0058-003 07/01/2018

Rates Fringes

PLUMBER (Excludes HVAC Duct, Pipe and Unit Installation)......$ 32.75 14.85

PLUM0058-004 07/01/2018

Rates Fringes

PIPEFITTER, Includes HVAC Pipe Installation (Excludes HVAC Duct and Unit Installation)....................$ 32.75 14.85

SFCO0669-002 04/01/2017

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.73 20.47

* SHEE0009-005 07/01/2019

Rates Fringes

SHEET METAL WORKER (Excludes HVAC Duct, Pipe and Unit Installation)....................$ 34.62 17.95

SUCO2013-008 07/31/2015

Rates Fringes

BRICKLAYER.......................$ 21.96 0.00

CARPENTER........................$ 22.63 6.98

LABORER: Common or General......$ 13.40 1.40

LABORER: Mason Tender - Brick...$ 15.99 0.00

Am #0001 CO200022 - 4 01/24/2020

LABORER: Mason Tender - Cement/Concrete..................$ 16.00 0.00

LABORER: Pipelayer..............$ 16.96 3.68

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.26 8.62

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 18.58 2.42

OPERATOR: Grader/Blade..........$ 21.50 0.00

PAINTER (Brush and Roller).......$ 17.20 0.00

ROOFER...........................$ 16.71 0.00

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 25.18 6.30

SHEET METAL WORKER (HVAC Unit Installation Only)...............$ 24.00 2.18

TRUCK DRIVER: Dump Truck........$ 17.34 0.00

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

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.

Am #0001 CO200022 - 5 01/24/2020

Union Rate Identifiers

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.

Am #0001 CO200022 - 6 01/24/2020

Union Average Rate Identifiers

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

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

Am #0001 CO200022 - 7 01/24/2020

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

Washington, DC 20210

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

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FORCE MAIN

SANITARY SEWER

' C

H A

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

KEY PLAN

SCALE 1" = 400'

30' 60'0

SCALE: 1" = 30'-0"

58455

SD-3

SDF-CI1

SDF-AI1

S D

E -P

STORM DRAIN F

SDF-PIPE1

SDF-PIPE2

IE = 5834.00

IE = 5833.50

SEE DETAIL CG510

INFILTRATION CELL

BOTTOM

INFILTRATION CELL

(18" DIA. PVC)

OUTLET CULVERT

INFILTRATION CELL

+5845.53'

+5845.43'

+5844.97'

+5844.22'

+5840.19'

+5835.00'

+5834.50'

+5834.00'

K C

C G

CG30

CG10

2CG10

N 1,307,691.82

E 3,208,452.65

N 1,307,711.19

E 3,208,651.73

N 1,307,816.00

E 3,208,336.81

INFILTRATION SWALE

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MAJOR CONTOUR

NEW MINOR CONTOUR

NEW CULVERT PIPE

NEW STORM DRAIN PIPE

NEW STORM DRAIN MANHOLE

NEW ROOF DRAIN CLEANOUT

NEW TYPE "R" CURB INLET

+5886.45' SPOT ELEVATION

EXISTING/CONCURRENT MAJOR CONTOUR

EXISTING/CONCURRENT MINOR CONTOUR

NEW "TYPE A" STORM DRAIN AREA INLET

NOTES:

1. ADJUST EXISTING MANHOLES, VAULT LIDS, SWITCHES,

CATHODIC TEST STATIONS, TRACER WIRE TEST STATIONS,

AND ALL OTHER UTILITY APPURTENANCES TO NEW GRADE,

IF APPLICABLE.

2. SEE CG200 SERIES SHEETS FOR ROADWAY, CULVERT, AND

STORM DRAIN PROFILES.

3. SEE CG300 SERIES SHEETS FOR SITE AND ROADWAY

CROSS SECTIONS.

4. SEE CG500 SERIES SHEETS FOR STORM DRAIN, ROOF DRAIN,

DRAINAGE FLUMES, AND STORMWATER STORAGE SYSTEM

DETAILS.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:16:53 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG101

F C

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D A

T E

C O

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C H

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K E

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D R

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U E D

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SHEET ID

E O

C G

.d g n

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E O

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A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

T C

O M

P A

N Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG101

F -8

-0

K B

W .C .D

A V

E N

P O

R T

A N

S I

W F -2

-R -0

A R

E A

A R

E A

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG101

F -8

-0

K B

W .C .D

A V

E N

P O

R T

A N

S I

W F -2

-R -0

F -8

-0

F -8

-0

A N

S I

D A

N S I

W .C .D

A V

E N

P O

R T

G R

A D

G A

N D D

R A

A G

E P

L A

CG101

K B

W .C .D

A V

E N

P O

R T

W .C .D

A V

E N

P O

R T

G R

A D

G A

N D D

R A

A G

E P

L A

CG101

K B

W .C .D

A V

E N

P O

R T

K B

W F -2

-R -0

W F -2

-R -0

P N

B U

T T S A

R M

Y A

L D

B U

T T S A

R M

Y A

L D

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:16:53 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG101

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P N

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

A H

N E

A P

O L A

V E

O M

A H

A D

T R

E N

U M

B E

E N

A M

F C

E O

C G

.d g n

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG101

F -8

-0

K B

W .C .D

A V

E N

P O

R T

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG101

K B

W .C .D

A V

E N

P O

R T

F C

E O

C G

.d g nF -8

-0

K B

A N

S I

W F -2

-R -0

G E

N E

R A

L R

E V

N S

G E

N E

R A

L R

E V

N S

G E

N E

R A

L R

E V

N S

G E

N E

R A

L R

E V

N S

G E

N E

R A

L R

E V

N S

G E

N E

R A

L R

E V

N S

5850 5

' C

H A

W W

E E E

SIZE = 12"

MATERIAL = RCP

INVERT = 5859.81

SIZE = 12"

MATERIAL = RCP

INVERT = 5860.22

W W

MATERIAL = PVC

SIZE = 10"

INV. OUT EAST = 5845.96

INV. IN WEST = 5846.29

RIM = 5861.50

SANITARY SEWER MANHOLE

MATERIAL = RCP

SIZE = 12"

INV. OUT SOUTH = 5860.57

RIM = 5862.51

STORM DRAIN CATCH BASIN

MATERIAL = RCP

SIZE = 12"

INV. OUT SOUTH = 5860.06

INV. IN NORTH = 5859.98

RIM = 5862.49

STORM DRAIN CATCH BASIN

MATERIAL = RCP

SIZE = 12"

INV. OUT EAST = 5861.42

INV. IN WEST = 5861.44

RIM = 5863.97

STORM DRAIN CATCH BASIN

MATERIAL = PVC

SIZE = 10"

INV. OUT EAST = 5847.83

INV. IN NORTH = 5848.29

INV. IN WEST = 5849.65

RIM = 5864.15

SANITARY SEWER MANHOLE

MATERIAL = RCP

SIZE = 12"

INV. OUT EAST = 5861.73

RIM = 5864.60

STORM DRAIN CATCH BASIN

MATERIAL = RCP

SIZE = 12"

INV. OUT SOUTH = 5860.99

INV. IN WEST = 5861.35

RIM = 5865.14

STORM DRAIN CATCH BASIN

MATERIAL = RCP

SIZE = 12"

INV. OUT SOUTH = 5860.54

INV. IN WEST = 5860.60

INV. IN NORTH = 5860.53

RIM = 5864.45

STORM DRAIN CATCH BASIN

BASED ON G-TAB MAPPING

NON-POT WATER LINE

FOUNTAIN VALLEY

APPROX. LOCATION

BASED ON LIDAR INFORMATION

ARE APPROXIMATE AND

CONTOURS IN THIS DRAW

FORCE MAIN

SANITARY SEWER

AIRFIELD RD (ASPHALT)

7' C

HAIN

LIN

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

KEY PLAN

SCALE 1" = 400'

30' 60'0

SCALE: 1" = 30'-0"

CO CO

CI-4

PAVEMENT ELEVATION

MATCH EXISTING

PAVEMENT ELEVATION

MATCH EXISTING

STORM DRAIN E

ONE COMPANY COF

FFE 5858.00

SDE-AI1

SDE-AI2

SDE-AI3

SDE-MH1

SDE-AI4

SDE-CI1

S D

E -P

ROOF DRAIN, SEE PLUMBING

CONNECT TO BUILDING

ROOF DRAIN, SEE PLUMBING

CONNECT TO BUILDING

IE = 5855.00

ROOF DRAIN

IE = 5852.00

ROOF DRAIN

IE = 5851.50

ROOF DRAIN

S D

E -P

S D E -P

S D

E -P

SDE-PIPE5

SPUR1

STORM DRAIN E

C U

L V

E R

SDE-PIPE6

FLUME (TYP.)

CONCRETE DRAINAGE

+5855.32'

+5855.92'

+5857.48'

+5854.51'

+5853.49'

+5856.90'

+5857.21'

+5857.25'

+5856.75'

+5856.71' +5856.40'

+5856.90'

+5856.30'

+5856.69'

+5856.14'

+5856.68'

+5856.90'

+5856.30'

+5857.66'

+5857.80'

+5858.15'

+5856.86'

+5856.77'

+5855.32'

+5854.25'

+5856.28'

+5857.88'

+5854.06'

+5853.89'

+5853.31'+5853.05'

+5853.53'

+5856.22'

+5856.42'

+5856.92'

+5858.80'

+5862.75'

+5863.34'

+5864.50'

+5864.19'

+5865.13'

+5859.38'

+5857.40'

+5854.06'

+5855.27'

+5855.00' +5854.98'

+5853.06'

+5851.94' +5851.71'

+5852.16'

+5852.59'

+5854.76'

+5855.16'

+5854.93'

+5854.79'

+5854.49' +5854.68'

+5849.40'

+5850.01'+5850.04' +5849.57'

+5851.35'

+5851.82'

+5852.33'

+5853.35'+5853.30'

+5858.26'

+5853.43' +5853.31'

+5864.17'+5864.61'

+5857.80'

+5857.88'

IE = 5854.00

ROOF DRAIN

K C

C G

CG30

CG10

2CG10

CG30

CG10

CG30

CG10

N 1,308,353.45

E 3,208,170.74

N 1,307,933.57

E 3,208,612.81

N 1,308,074.34

E 3,208,157.34

N 1,308,231.11

E 3,208,525.34

N 1,308,280.82

E 3,208,409.02

+5854.19'

INFILTRATION SWALE

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MAJOR CONTOUR

NEW MINOR CONTOUR

NEW CULVERT PIPE

NEW STORM DRAIN PIPE

NEW STORM DRAIN MANHOLE

NEW ROOF DRAIN CLEANOUT

NEW TYPE "R" CURB INLET

+5886.45' SPOT ELEVATION

EXISTING/CONCURRENT MAJOR CONTOUR

EXISTING/CONCURRENT MINOR CONTOUR

NEW "TYPE A" STORM DRAIN AREA INLET

NOTES:

1. ADJUST EXISTING MANHOLES, VAULT LIDS, SWITCHES,

CATHODIC TEST STATIONS, TRACER WIRE TEST STATIONS,

AND ALL OTHER UTILITY APPURTENANCES TO NEW GRADE,

IF APPLICABLE.

2. SEE CG200 SERIES SHEETS FOR ROADWAY, CULVERT, AND

STORM DRAIN PROFILES.

3. SEE CG300 SERIES SHEETS FOR SITE AND ROADWAY

CROSS SECTIONS.

4. SEE CG500 SERIES SHEETS FOR STORM DRAIN, ROOF DRAIN,

DRAINAGE FLUMES, AND STORMWATER STORAGE SYSTEM

DETAILS.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:00 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG102

E O

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D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

E O

C G

.d g n

F C

E O

C G

E O

C G

.d g n

O M

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG102

F -8

-0

K B

W .C .D

A V

E N

P O

R T

A N

S I

W F -2

-R -0

A R

E A

A R

E A

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG102

F -8

-0

K B

W .C .D

A V

E N

P O

R T

A N

S I

W F -2

-R -0

F -8

-0

F -8

-0

A N

S I

D A

N S I

W .C .D

A V

E N

P O

R T

G R

A D

G A

N D D

R A

A G

E P

L A

CG102

K B

W .C .D

A V

E N

P O

R T

W .C .D

A V

E N

P O

R T

G R

A D

G A

N D D

R A

A G

E P

L A

CG102

K B

W .C .D

A V

E N

P O

R T

K B

W F -2

-R -0

W F -2

-R -0

P N

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:00 AM 1/30/2020

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U .S

A R

M Y C

O R

P S O

F E

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E E

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

A H

N E

A P

O L A

V E

O M

A H

A D

T R

E N

U M

B E

E N

A M

F C

E O

C G

.d g n

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG102

F -8

-0

K B

W .C .D

A V

E N

P O

R T

W .C .D

A V

E N

P O

R T

A R

E A

G R

A D

G A

N D D

R A

A G

E P

L A

CG102

K B

W .C .D

A V

E N

P O

R T

F C

E O

C G

.d g nF -8

-0

K B

A N

S I

W F -2

-R -0

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

EXISTING GRADE

FINISHED GRADE

SIDEWALK

3" BITUMINOUS SURFACE COURSE

6" AGGREGATE SUBBASE COURSE

3" BITUMINOUS INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

STOOP

3" BITUMINOUS SURFACE COURSE

6" AGGREGATE SUBBASE COURSE

3" BITUMINOUS INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

10" PCC CONCRETE

10" RIGID PAVEMENT BASE COURSE

INTEGRAL CURB

INFILTRATION SWALE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

58755875

E L E

V A

FFE 5858.00

1 COMPANY COF

E L .5

S T

A .2

E L .3

S T

A .8

E L .1

S T

A .9

E L .2

S T

A .9

E L .8

S T

A .9

E L .9

S T

A .9

E L .0

S T

A .9

E L .0

S T

A .7

E L .4

S T

A .7

E L .4

S T

A .7

E L .8

S T

A .9

E L .7

S T

A .1

E L .5

S T

A .4

E L .8

S T

A .4

4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20

E L .4

S T

A .0

E L .1

S T

A .3

E L .1

S T

A .3

E L .6

S T

A .5

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:09 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG301

E O

C G

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

E O

C G

.d g n

F C

E O

C G

E O

C G

.d g n

O M

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

VERTICAL SCALE: 1" = 5' - 0"

5+20

E L E

V A

5' 10'0

T H

H E

E T

M A

T C

H L

T H

H E

E T

M A

T C

H L

STATION

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00

E L E

V A

58755875

SECTION J

CG102

CG101 CG301

4+80

E L E

V A

HORIZONTAL SCALE: 1" = 20' - 0"

20' 40'0

P N

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG301

F -8

-0

K B

D A

V E

N P

O R

A N

S I

W F -2

-R -0

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG301

F -8

-0

K B

D A

V E

N P

O R

A N

S I

W F -2

-R -0

F -8

-0

F -8

-0

A N

S I

D A

N S I

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG301

K B

D A

V E

N P

O R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG301

K B

D A

V E

N P

O R

K B

W F -2

-R -0

W F -2

-R -0

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

A H

N E

A P

O L A

V E

O M

A H

A D

T R

E N

U M

B E

E N

A M

F C

E O

C G

.d g n

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG301

F -8

-0

K B

D A

V E

N P

O R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG301

K B

D A

V E

N P

O R

F C

E O

C G

.d g nF -8

-0

K B

A N

S I

W F -2

-R -0

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

3" BITUMINOUS SURFACE COURSE

6" AGGREGATE SUBBASE COURSE

3" BITUMINOUS INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

10" PCC CONCRETE

10" RIGID PAVEMENT BASE COURSE

6" AGGREGATE SURFACE COURSE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

E L .9

S T

A .8

E L .5

S T

A .6

E L .0

S T

A .6

E L .0

S T

A .5

58705870

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20

E L E

V A

E L .9

S T

A .8

58705870

4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20

E L E

V A

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:16 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG302

E O

C G

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

E O

C G

.d g n

F C

E O

C G

E O

C G

.d g n

O M

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

L E

V A

T H

H E

E T

M A

T C

H L

VERTICAL SCALE: 1" = 5' - 0"

HORIZONTAL SCALE: 1" = 20' - 0"

5' 10'0

20' 40'0

STATION

SECTION K

CG102

CG101 CG302

T H

H E

E T

M A

T C

H L

58705870

E L E

V A

STATION

5+20

4+80

P N

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG302

F -8

-0

K B

D A

V E

N P

O R

A N

S I

W F -2

-R -0

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG302

F -8

-0

K B

D A

V E

N P

O R

A N

S I

W F -2

-R -0

F -8

-0

F -8

-0

A N

S I

D A

N S I

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG302

K B

D A

V E

N P

O R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG302

K B

D A

V E

N P

O R

K B

W F -2

-R -0

W F -2

-R -0

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...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG302

U .S

A R

M Y C

O R

P S O

F E

N G

E E

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

A H

N E

A P

O L A

V E

O M

A H

A D

T R

E N

U M

B E

E N

A M

F C

E O

C G

.d g n

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG302

F -8

-0

K B

D A

V E

N P

O R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG302

K B

D A

V E

N P

O R

F C

E O

C G

.d g nF -8

-0

K B

A N

S I

W F -2

-R -0

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

N S

A M G

E N

E R

A L R

E V

3" BITUMINOUS SURFACE COURSE

6" AGGREGATE SUBBASE COURSE

3" BITUMINOUS INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

INFILTRATION SWALE

FINISHED GRADE

EXISTING GRADE

3" BITUMINOUS SURFACE COURSE

6" AGGREGATE SUBBASE COURSE

3" BITUMINOUS INTERMEDIATE COURSE

6" AGGREGATE BASE COURSE

10" PCC CONCRETE

10" RIGID PAVEMENT BASE COURSE

INFILTRATION SWALE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

E L .7

S T

A .8

E L .2

S T

A .9

E L .2

S T

A .0

E L .0

S T

A .3

E L .6

S T

A .3

E L .8

S T

A .3

E L .4

S T

A .3

E L .6

S T

A .3

E L .4

S T

A .9

E L .4

S T

A .8

58605860

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00

E L E

V A

E L E

V A

STATION

58655865

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00

E L E

V A

E L E

V A

STATION

FFE 5858.00

1 COMPANY COF

E L .4

S T

A .4

E L .4

S T

A .9

E L .5

S T

A .9

E L .8

S T

A .7

E L .8

S T

A .3

E L .5

S T

A .0

E L .0

S T

A .1

E L .0

S T

A .7

E L .9

S T

A .7

E L .0

S T

A .0

E L .9

S T

A .5

E L .9

S T

A .5

E L .9

S T

A .5

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:22 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG303

E O

C G

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

E O

C G

.d g n

F C

E O

C G

E O

C G

.d g n

O M

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

VERTICAL SCALE: 1" = 5' - 0"

HORIZONTAL SCALE: 1" = 20' - 0"

5' 10'0

20' 40'0

SECTION L

CG101 CG303

SECTION M

CG102

CG101 CG303

P N

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG303

F -8

-0

K B

D A

V E

N P

O R

A N

S I

W F -2

-R -0

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG303

F -8

-0

K B

D A

V E

N P

O R

A N

S I

W F -2

-R -0

F -8

-0

F -8

-0

A N

S I

D A

N S I

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG303

K B

D A

V E

N P

O R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG303

K B

D A

V E

N P

O R

K B

W F -2

-R -0

W F -2

-R -0

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:22 AM 1/30/2020

...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCG303

U .S

A R

M Y C

O R

P S O

F E

N G

E E

B U

T T S A

R M

Y A

L D

C O

M P

A N

Y O

P E

R A

N S F

A C

F O

R T C

A R

S O

C O

L O

R A

A H

N E

A P

O L A

V E

O M

A H

A D

T R

E N

U M

B E

E N

A M

F C

E O

C G

.d g n

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG303

F -8

-0

K B

D A

V E

N P

O R

C .D

A V

E N

P O

R T

E C

R O

S S S

E C

N S

CG303

K B

D A

V E

N P

O R

F C

E O

C G

.d g nF -8

-0

K B

A N

S I

W F -2

-R -0

A M G

E N

E R

A L R

E V

FORMED DRIP, TYP.

INSUL., PRECAST

PANEL, TYP.

0'-7 1/2"

1" INSUL. GLASS,

TYP.

FIXED WINDOW FRAME

SYSTEM, TYP.

CONT. BEAD SEALANT, TYP.

2 1/2" FRAMING (UNO)

@ 16" O.C., TYP.

P.T. BLOCKING

AS REQ'D, TYP.

METAL HEAD FLASHING, TYP.

O /F

P R

O /F

F R

LAY-IN CEILING

TILE, TYP.

5/8" GYPSUM

WALLBOARD, TYP.

0' -6

2 1/2"

CONT. BEAD SEALANT, TYP.

-LOCATE FRAME IN WINDOW

TO ENSURE SEALANT IS APPLIED

TO PRECAST CONC.

INSUL., PRECAST

PANEL, TYP.

1" INSUL. GLASS, TYP. FIXED WINDOW FRAME

SYSTEM, TYP.

CONT. BEAD SEALANT, TYP.

2 1/2" FRAMING (UNO)

@ 16" O.C., TYP.

5/8" GYPSUM

WALLBOARD, TYP.

P.T. BLOCKING

AS REQ'D, TYP.

METAL PAN FLASHING

W/ END DAM, EA. END, TYP.

O /F

P R

O /F

F R

SLOPE

0'-2 1/2" 0'-7 1/2"

1/2" SS WINDOW

STOOL

0'-9 1/8" 0'-0 1/2"

O /F

G W

22 GA., METAL ANGLE

AS REQ'D @ OPNG, TYP.

1/2" SOLID SURFACE WINDOW STOOL

5/8" GYPSUM WALLBOARD, TYP.

2 1/2" FRAMING (UNO)

@ 16" O.C., TYP.

CONT. BEAD, SEALANT, TYP.

FIXED WINDOW FRAME

SYSTEM, TYP.

METAL PAN FLASHING,

W/ END DAM, EA. END, TYP.

INSUL. PRECAST PANEL, TYP.

1" INSUL. GLASS, TYP.

0' -0

0'-2 1/2" 1'-4 5/8" 0'-0 1/2"

O /F

P R

O /F

F R

O /F

G W

B, BE

0' -0

TOP/PRECAST OPNG

EDGE / SLOPE ED

E / S

1'-4"

CONT. SEALANT, TYP.

CONT. BACKER ROD

W/ SEALANT, TYP.

FORMED DRIP, TYP.

INSUL., PRECAST

PANEL, TYP.

METAL HEAD FLASHING,

TYP.

O /F

P R

O /F

F R

STORM PROOF

LOUVER W/ BIRD

SCREEN

MOUNTING ANGLE

SHIM, BACKER ROD

AND SEALANT, BOTH

SIDES DAMPER WHERE REQ'D,

SEE MECH SHEETS

CORROSION -

RESISTANT FLASH'G

W/ DRIP

2 1/2"

INSUL., PRECAST

PANEL, TYP.

METAL PAN FLASHING

W/ END DAM, EA. END, TYP.

O /F

P R

O /F

F R

SLOPE

0'-2 1/2"

STORM PROOF

LOUVER W/ BIRD

SCREEN

MOUNTING ANGLESHIM, BACKER ROD

AND SEALANT, BOTH

SIDES DAMPER WHERE REQ'D,

SEE MECH SHEETS

CORROSION -

RESISTANT JAMB

TRIM

METAL PAN FLASHING,

W/ END DAM, EA. END, TYP. INSUL. PRECAST PANEL, TYP.

0' -0

O /F

P R

O /F

F R

TOP/PRECAST OPNG

EDGE / SLOPE ED

E / S

STORM PROOF

LOUVER W/ BIRD

SCREEN

SHIM, BACKER

ROD & SEALANT

BOTH SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

PREFINISHED MTL

SILL FLASHING,

SET IN SEALANT

MOUNTING ANGLE

2 1/2"

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

N U

1 2 3 4 5

A-620

D O

W A

N D

L O

R D

L S

T C

N , C

O C

O M

P A N

Y O

P E R

N S

I L

M Y

A I R

2 0 , P

O M

A H A

T R

O L

O M

A H A, N E

6 8

O R

U P

F-

-R

-0

_C O

F1 _D

M _A

I.R

-8 5-

3" = 1'-0"

1 WINDOW DETAIL - HEAD1

3" = 1'-0"

2 WINDOW DETAIL - JAMB1

3" = 1'-0"

3 WINDOW DETAIL - SILL1

3" = 1'-0"

4 DETAIL - HEAD

3" = 1'-0"

5 DETAIL - JAMB

3" = 1'-0"

6 DETAIL - SILL

K D

N D

/2 9/

GENERAL NOTES:

1. AIR BARRIER TESTING IS REQUIRED IN THIS FACILITY.

2. THE PLANS AND SECTIONS SHOWN IN THE A-8XX SHEETS

IDENTIFY AREAS TO BE TESTED AS WELL AS AREAS EXEMPT FROM

TESTING. ALL WALL, CEILING, FLOOR AND ROOF CONDITIONS THAT

COME IN CONTACT WITH THE EXTERIOR, AN UNTESTED AREA, OR

AN ADJACENT AIR BARRIER TESTING AREA SHALL BE TREATED AS

AN AIR BARRIER BOUNARY.

3. PRIMARY AIR BARRIER MATERIALS IN THIS PROJECT INCLUDE

PRECAST CONCRETE PANELS, STEEL STUD CONSTRUCTION WITH

SPRAY FOAM CAVITIES, AS WELL AS SHEATHING, WEATHER

BARRIERS AND OTHER ITEMS IDENTIFIED IN THE DESIGN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 31, 2020.