W912QR24R0010_Plans-0011.pdf

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

Solicitation W912QR24R0010 for the Reconfiguration and Modernization of the 1600-member LTC Luis E. Martinez Army Reserve Center

(ARC) located in Perrine, FL is hereby amended as follow s:

SEE ATTACHED SUMMARY OF CHANGES AMENDMENT 0011

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY

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 W912QR24R0010

X 9B. DATED (SEE ITEM 11)

22-Mar-2024

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

05-Dec-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24R0010_Plans-0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0011

Solicitation W912QR24R0010 for the Reconfiguration and Modernization of the 1600-member LTC Luis E.

Martinez Army Reserve Center (ARC) located in Perrine, FL is hereby amended as follows:

a) The following SPECIFICATION SECTIONS have been replaced in their entirety:

00 10 00 PRICE BREAKOUT SCHEDULE

b) The following DRAWINGS have been replaced in their entirety:

CD101 SITE DEMOLITION PLAN - AREA 'A'

CD102 SITE DEMOLITION PLAN - AREA 'B'

CD103 SITE DEMOLITION PLAN - AREA 'C'

CS101 SITE PLAN – AREA A

CS102 SITE PLAN – AREA B

CS103 SITE PLAN – AREA C

CP502 PAVING DETAILS

CP503 PAVING DETAILS

CU101 SITE UTILITY PLAN – AREA ‘A’

CU102 SITE UTILITY PLAN – AREA ‘B’

CU103 SITE UTILITY PLAN – AREA ‘C’

CU104 PERMIT MATRIX

CU201 SANITARY SEWER PROFILES

CU502 UTILITY DETAILS

AS102 BI-LEVEL LOADING RAMP - OPTION K - PLANS, SECTIONS, AND DETAILS

AS103 BI-LEVEL LOADING RAMP - OPTION K – DETAILS

AD102 TRAINING BUILDING - DEMOLITION PLAN - AREA A

AD103 TRAINING BUILDING - DEMOLITION PLAN - AREA B

AD104 TRAINING BUILDING - DEMOLITION PLAN - AREA C

AD105 TRAINING BUILDING - DEMOLITION PLAN - AREA D

AD106 TRAINING BUILDING - DEMOLITION PLAN - AREA E

AD107 TRAINING BUILDING - DEMOLITION PLAN - AREA F

A-107 TRAINING BUILDING - FLOOR PLAN - AREA F

A-402 TRAINING BUILDING - ENLARGED PLANS

A-521 EXTERIOR DETAILS - CURTAIN WALL/WINDOW

A-522 EXTERIOR DETAILS - WINDOW AND TRANSLUCENT PANEL

A-526 EXTERIOR DETAILS - OPENING DETAILS

A-540 PARTITION TYPES

PP123 AMSA/VMS – ABOVE FLOOR PLUMBING PLAN – AREA B

c) Wage Determination FL20240215, Modification 9 dated 01 November 2024, has updated and is hereby replaced in its entirety with Wage Determination FL20240215, Modification 10 dated 29 November 2024.

d) Offerors must acknowledge all Amendments.

All other terms and conditions remain unchanged.

P2:481817 Army Reserve Center and AMSA

Perrine, Florida

PRICE BREAKOUT SCHEDULE

PROJECT: Army Reserve Center and AMSA

LOCATION: Perrine, Florida

PROPOSER’S NAME:

BASE PROPOSAL

Item No. Description Unit Amount

0001 Primary Facilities

Training Building Renovation JOB $

0002 Primary Facilities

AMSA/VMS Building JOB $

0003 Primary Facilities

Organizational Storage Building JOB $

0004 Project Site Work JOB $

0005 Training Building Area ‘E’ and Area ‘F’

Telecommunications Renovation JOB $ _________

Amendment 0003, 0007**********************************************************

0006 Project Utility and Permit Fees JOB $ 68,882.61

**********************************************************Amendment 0003, 0007

Subtotal – BASE PROPOSAL $

OPTION ITEMS

0007 Option ‘A’ - Operations and

Maintenance – Army Reserve (OMAR)

Funded Equipment Items JOB $

0008 Option ‘B’ – “Bona Fide Need”

Operations and Maintenance, Army Reserve

(OMAR) Funded Equipment Items JOB $

SECTION 00 10 00 - SOLICITATION

0009 Option ‘C’ - Operations and

Maintenance – Army Reserve (OMAR)

Funded Equipment Items.

Associated with Optional

Item ‘E’ Organizational

Storage Building Area Increase. JOB $

0010 Option ‘D’ – “Bona Fide Need”

Operations and Maintenance, Army Reserve

(OMAR) Funded Equipment Items.

Associated with Optional

Item ‘E’ Organizational

0011 Option ‘E’ – Organizational

0012 Option ‘F’ – Wash Platform and Aprons. JOB $

0013 Option ‘G’ – Bi-Level Loading

Ramp and Apron. JOB $

0014 Option ‘H’ – Concrete Pavement at AMSA/VMS. JOB $

0015 Option ‘J’ – Existing POV

Parking Lot Sealcoat/Striping JOB $

0016 Option ‘K’ – Training Building

Replacement of Existing EIFS Band with

Metal Panels. JOB $

Subtotal – OPTION ITEMS $

TOTAL BASE PROPOSAL + OPTION ITEMS $

Description of Base Proposal Items

Amendment 0011 **************************************************************

(a) Item No. 0001 “Primary Facilities – Training Center Building Renovation” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by

Items No. 0005, 0007, 0008, and 0016.

************************************************************** Amendment 0011

(b) Item No. 0002 “Primary Facilities – AMSA/VMS Building” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No.

0007 and 0008.

(c) Item No. 0003 “Primary Facilities – Organizational Storage Building” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by

Items No. 0007 0008, 0009, 0010, and 0011.

(d) Item No. 0004 “Project Site Work”, includes all Base Proposal construction work required beyond a line five feet outside the buildings and within construction limits except that work covered by Items

No. 0001, 0002, 0003, 0012, 0013, 0014 and 0015.

(e) Item No. 0005 “Training Building Area ‘E’ and Area ‘F’ Telecommunications Renovation”, includes the cost for telecommunications work in Area ‘E’ and ‘F’ of the Training Building. See Drawing

Sheets T-106 and T-107 (and all related drawings and specification sections).

(f) Item No. 0006 “Project Utility and Permit Fees”, includes the cost for the Offeror to pay fees associated with required permits from Miami-Dade County and the State of Florida for sanitary sewer, watermain, driveways, erosion control, and NPDES – unless noted otherwise below.

Fees for this project include:

1. Stormwater

i. Miami Dade County for Class II Permit for

Drainage and Storm Sewer: $0.00.

$31,433.00 Already paid by RSP Architects/EVS.

ii. NPDES Permit – GCP Small Construction: $0.00.

$400.00 Already paid by RSP Architects/EVS.

iii. Stormwater Total: $0.00

Amendment 0003 **************************************************************

2. Watermain

i. Utility Install/Repair Fire Line Fee: $200.00

ii. MOT Small Reviews (6 hr traffic control): $330.00 (per phase; 2 assumed)

iii. MDWASD Watermain Connection Fee: $13,249.98

iv. Watermain Total: $13,779.98

************************************************************** Amendment 0003

3. Sanitary Sewer

i. Sewer main & connection fee: $4,200.00

ii. MOT Large Reviews: $555.00 (per phase; 4 assumed)

iii. Sanitary Sewer Total: $6,420.00

4. Dewatering

i. Miami-Dade County Class V Permit (Dewatering) : $682.63

ii. Dewatering Total: $682.63

5. Florida Power & Light

i. Transformer Design and Removal Fees (Total): $48,000.00

(g) Item No. 0007 “Optional Item ‘A’ - Operations, Maintenance Army Reserve (OMAR) Funded

Equipment Items (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be Contractor provided and

Contractor installed (CFCI), except that work covered by Item No. 0009.

CFCI OMAR Funded Equipment Items for this project consists of:

1. Caging at AMSA/VMS Building.

2. Caging at Organizational Storage Building.

i. Unit Storage.

ii. Arms Vault.

3. Metal Lockers at Training Building and AMSA/VMS Building.

This option may be exercised within 90 calendar days of Notice to Proceed.

(h) Item No. 0008 “Optional Item ‘B’ “Bona Fide Need” Operations, Maintenance Army Reserve

(OMAR) Funded Equipment Items” includes all work required to furnish and install “OMAR Funded

Equipment Items” which are considered to not be permanently attached to construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI), except that work covered by

Item No. 0010.

CFCI “Bona Fide Need” OMAR Funded Equipment Items for this project consists of:

1. Arms Vault dehumidifier at Organizational Storage Building.

2. Freestanding Metal Shelving.

3. Refrigerators at Training Building Break Room and Lactation Room, and at the

AMSA/VMS Building Break Room.

4. Ice Machine at AMSA/VMS Building Break Room.

5. Microwave at Training Building Break Room and Lactation Room, and at the

AMSA/VMS Building Break Room.

6. Exterior Ash/Trash north of the Training Building.

7. Window Treatments (mini blinds and roller shades).

8. Fire Extinguishers (extinguisher cabinets are to be in the building-specific respective

Base Proposal Item No. 0001, 0002, and 0003).

This option may be exercised within 600 calendar days of Notice to Proceed.

(i) Item No. 0009 “Optional Item ‘C’ - Operations, Maintenance Army Reserve (OMAR) Funded

Equipment Items. Associated with Optional Item ‘E’ Organizational Storage Building Area Increase

(Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be Contractor provided and Contractor installed

(CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Caging at Organizational Storage Building at the area of plan increase only. See

Drawing Sheet A-114.

This option may be exercised within 90 calendar days of Notice to Proceed.

(j) Item No. 0010 “Optional Item ‘D’ – “Bona Fide Need” Operations, Maintenance Army Reserve

(OMAR) Funded Equipment Items. Associated with Optional Item ‘E’ Organizational Storage

Building Area Increase (Items funded at or shortly after the time of construction award)” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be Contractor provided and

Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Freestanding Metal Shelving and Fire Extinguishers at the Organizational Storage

Building at the area of plan increase only. See Drawing Sheet A-114.

This option may be exercised within 90 calendar days of Notice to Proceed.

(k) Item No. 0011 “Optional Item ‘E’ – Organizational Storage Building Area Increase includes the cost for Option E construction work required within a line five feet outside of the building, except that work covered by Items No. 0009 and 0010. See Drawing Sheets CS303, CG103, CG201C, CP101, L-105, L-

106, L-109, S-114, S-174, A-114, A-144, A-172, A-215, F-114, MH114, EL114, EP114, EY114, and

T-114 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(l) Item No. 0012 “Optional Item ‘F’ – Wash Platform and Aprons includes the cost for Option F construction work to provide the Wash Platform and associated aprons, and associated pavement/grading/utility items. See Drawing Sheets CS100, GC102, CS302, CG102, CP101, CP503, CU102, S-001, AS101, and E-131 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(m) Item No. 0013 “Optional Item ‘G’ – Bi-Level Loading Ramp and Apron includes the cost for Option G construction work to provide the Bi-Level Loading Ramp and associated pavement/grading items. See

Drawing Sheets CS100, CS302, CG102, CP101, and AS102 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(n) Item No. 0014 “Optional Item ‘H’ – Concrete Pavement at AMSA/VMS includes the cost for Option

H construction work to provide concrete pavement around the area of the AMSA/VMS Building. See

Drawing Sheets CP101, and CP504 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(o) Item No. 0015 “Optional Item ‘J’ – Existing POV Parking Lot Sealcoat/Striping, includes the cost for

Option J construction work. See Drawing Sheets CS105, L-105, and ES101 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(p) Item No. 0016 “Optional Item ‘K’ – Training Building Replacement of Existing EIFS Band with Metal

Panels includes the cost for Option K construction work. See Drawing Sheets A201-A205, and

EL102-EL107 (and all related drawings and specification sections).

This option may be exercised within 90 calendar days of Notice to Proceed.

(End of Summary of Changes)

"General Decision Number: FL20240215 11/29/2024

Superseded General Decision Number: FL20230215

State: Florida

Construction Type: Building

County: Miami-Dade County in Florida.

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

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 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 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

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

Modification Number Publication Date 0 01/05/2024 1 01/12/2024

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2 02/02/2024 3 03/15/2024 4 04/19/2024 5 05/31/2024 6 07/12/2024 7 08/09/2024 8 10/04/2024 9 11/01/2024 10 11/29/2024

* ASBE0060-001 09/01/2024

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 39.66 18.12

CARP1809-002 08/01/2016

Rates Fringes

CARPENTER: PILEDRIVERMAN.........$ 25.20 10.36

ELEV0071-002 01/01/2024

Rates Fringes

ELEVATOR MECHANIC................$ 53.50 37.885+a+b

FOOTNOTE:

a: Employer contributes 8% basic hourly rate for 5 years or more of service or 6% basic hourly rate for 6 months to 5 years of service as Vacation Pay Credit;

b. Paid Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Veteran's Day; Thanksgiving Day; plus the Friday after Thanksgiving; and Christmas Day.

ENGI0487-019 07/01/2023

Rates Fringes

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 27.00 14.90

ENGI0487-020 07/01/2023

Rates Fringes

OPERATOR: Concrete Pump.........$ 32.75 14.90

ENGI0487-023 07/01/2023

Rates Fringes

OPERATOR: Crane All Cranes 75 Tons and below.......................$ 37.07 14.90 All Cranes Over 300 Ton, Electric Tower, Luffing Boom Cranes.................$ 40.40 14.90 Cranes 130-300 Ton..........$ 39.38 14.90 Cranes 76 ton to 129 Ton....$ 37.57 14.90

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ENGI0487-029 07/01/2023

Rates Fringes

OPERATOR: Forklift..............$ 26.75 14.90 OPERATOR: Mechanic..............$ 37.07 14.90 OPERATOR: Oiler.................$ 27.53 14.90

IRON0272-001 10/01/2024

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 28.84 15.72

IRON0402-001 10/01/2024

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 28.90 15.66

PLUM0519-001 10/01/2024

Rates Fringes

PLUMBER..........................$ 31.93 14.29

PLUM0725-001 07/16/2024

Rates Fringes

PIPEFITTER (Includes HVAC Pipe, Unit and Temperature Controls Installations)..........$ 43.38 16.70

SFFL0821-004 07/01/2024

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 33.03 23.11

SHEE0032-001 08/12/2023

Rates Fringes

SHEET METAL WORKER, Includes HVAC Duct Installation...........$ 29.10 14.68

* SUFL2014-024 08/16/2016

Rates Fringes

CARPENTER, Includes Acoustical Ceiling Installation, Drywall Finishing/Taping, Drywall Hanging, Form Work, Metal Stud Installation................$ 18.04 3.24

CEMENT MASON/CONCRETE FINISHER...$ 13.06 ** 0.70

ELECTRICIAN, Includes Low Voltage Wiring...................$ 29.60 9.38

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IRONWORKER, REINFORCING..........$ 17.72 0.00

LABORER: Common or General, Including Cement Mason Tending...$ 11.79 ** 0.70

LABORER: Pipelayer..............$ 13.56 ** 1.34

OPERATOR: Bulldozer.............$ 15.40 ** 1.90

OPERATOR: Grader/Blade..........$ 18.97 0.00

OPERATOR: Loader................$ 16.00 ** 2.82

OPERATOR: Roller................$ 14.43 ** 4.78

PAINTER: Brush, Roller and Spray............................$ 16.00 ** 3.48

ROOFER...........................$ 19.98 4.77

TILE SETTER......................$ 18.01 0.00

TRUCK DRIVER: Dump Truck........$ 13.22 ** 2.12

TRUCK DRIVER: Lowboy Truck......$ 14.24 ** 0.00

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

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

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 https://www.dol.gov/agencies/whd/government-contracts.

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) (iii)).

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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.

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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.

State Adopted Rate Identifiers

Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R �1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

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 National Office because National Office has 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

12/3/24, 2:12 PM SAM.gov https://sam.gov/wage-determination/FL20240215/10 6/7 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"

12/3/24, 2:12 PM SAM.gov https://sam.gov/wage-determination/FL20240215/10 7/7

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

|SD

SD

SD

SAN

SAN

SAN

SAN

3 3

25 26

SCATTERED METAL AND PLASTIC DEBRIS TO BE REMOVED

ASSUME 10 CY OF REMOVAL

C

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US Army Corps of Engineers ®

SHEET ID

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I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

25 NOVEMBER 2024

PE

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'A

SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

SEE SHEET CD102

SEE SHEET CD101

DEMOLITION PLAN KEY NOTES #

TREE REMOVAL

REMOVE UTILITY/FENCE

DIRT/AGGREGATE ROAD REMOVAL

BITUMINOUS REMOVAL

CONCRETE REMOVAL

BUILDING REMOVAL

REMOVE CONCRETE CURB & GUTTER

SAWCUT PAVEMENT

TREE PROTECTION FENCE

LIMITS OF DISTURBANCE

EXISTING BASIN OUTLINE - REMOVAL

REMOVE PAVEMENT MARKINGS

REMOVALS

CD101 1"=30'

SITE DEMOLITION PLAN AREA 'A'

REMOVE TREE

PROTECT TREE

REMOVE SIGN/POST/BOLLARD

PROTECT DOMESTIC WATER

PROTECT MECHANICAL EQUIPMENT

REMOVE FIRE HYDRANT

REMOVE OIL-WATER SEPARATOR

STRIP TOPSOIL AND ADJUST TO PROPOSED

GRADES

ABANDON IN PLACE TO PROTECT MECHANICAL

EQUIPMENT

REMOVE UNDERGROUND UTILITIES AROUND

DEMOLISHED BUILDING; CAP WATERMAIN, CAP

AND ABANDON SANITARY

REMOVE GAS TANK AND LINES

REMOVE ACID NEUTRALIZATION TANK (PER

LOCAL, STATE & FEDERAL REQUIREMENTS)

REMOVE WATER VALVE

REMOVE OUTLET SPILLWAY

NOT USED

PROTECT SEPTIC JUNCTION BOX

REMOVE TRENCH DRAIN & ADJACENT DRY WELL

DEMO LOADING RAMP & INFILL, SEE CD106 &

CD107 FOR PHOTOS/AS-BUILTS OF RAMP SIZE

REMOVE MANHOLE

DEMO TO NEAREST JOINT IN SIDEWALK

PROTECT AND SAVE MANHOLE/HANDHOLE

EXISTING GREASE INTERCEPTOR TO REMAIN

REPLACE BENT BOLLARD IN-KIND

REMOVE MONUMENT SIGN - SEE CD107 FOR

PHOTOS

REMOVE BACKFLOW PREVENTOR

ABANDON WATER MAIN IN PLACE

REMOVE SLIDING GATE

REMOVE FENCE

REMOVE WATER SPIGOTS AND CONNECTING PIPE

REMOVE WATER METER - SEE 4/CD108 FOR

AS-BUILT

REMOVE MECHANICAL EQUIPMENT

REMOVE PROPANE TANK

PROTECT FLAG POLE FOOTING

PROTECT LIGHT POLE

REMOVE DRAINFIELD - SEE 2/CD108 FOR AS-BUILT

REMOVE STORAGE TANK FOR USED OIL - SEE

3/CD108 FOR AS-BUILT

REMOVE WASH RACK - SEE 1/CD108 FOR AS-BUILT

PROTECT FLAG POLE AND CONCRETE BASE

CD101

X

X X X

X

X X X

X

X X

X X

X X

X

X X

X X

X

X

KEY PLAN

SW

137TH

AVE

SW 176TH ST

AREA 'A'

AREA 'B'

AREA 'C'

CU800

SHEETS

17. ABANDONED WATER, SANITARY AND

STORM PIPES SHALL BE FILLED WITH A

SUITABLE MATERIAL, SUCH AS GROUT

OR FLOWABLE FILL, TO PREVENT

COLLAPSE AND INTRUSION OF FOREIGN

MATERIALS. REFER TO FEDERAL

HIGHWAY ADMINISTRATION

PUBLICATION NUMBER: FHWA-RD-97-148

FOR GUIDELINES ON FLOWABLE FILL.

EXISTING CONDITIONS, DEMOLITION & GENERAL NOTES

1. SAW CUT EXISTING PAVEMENT TO NEAREST JOINT AT LIMITS OF REMOVAL SHOWN OR TO

REMOVAL LIMITS IF NOT A FREE EDGE.

2. COORDINATE WATER MAIN AND SANITARY SEWER SHUTOFFS, DISCONNECTS, AND TEMPORARY

PLUGS WITH CONTRACTING OFFICERS REPRESENTATION OR UTILITY CONTACTS. (THIS SHEET

NOT PART OF WASD REVIEW NOR APPROVAL)

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL.

4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR

TO COMMENCING DEMOLITION AND COORDINATE WITH RECORD ENGINEER IF CONFLICTS ARE

IDENTIFIED DURING DEMOLITION.

5. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

6. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO THE OFFSITE STORM DRAIN SYSTEM.

7. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS/TREES AT EXISTING FENCE TO REMAIN AND

TO BE REMOVED.

9. REFER TO PLANTING PLAN FOR RELOCATED TREES.

10. ALL EXISTING ITEMS TO REMAIN THAT ARE CURRENTLY PAINTED 'SAFETY YELLOW' SHALL BE

PRESSURE WASHED AND BE REPAINTED (I.E. BOLLARDS, HYDRANTS, RAILS, CURBS, ETC).

11. ALL EXISTING SITE CONCRETE, NOT INDICATED TO BE REMOVED AND NOT PAINTED, SHALL BE BE

PRESSURE WASHED (I.E. WALKS, SLABS, FOOTINGS/FOUNDATIONS, ETC).

12. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

13. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO OFFSITE STORM DRAIN SYSTEM.

14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

15. ALL WORK IN PUBLIC RIGHT OF WAY REQUIRES PERMIT FROM AHJ.

16. UTILITY SERVICES TO THE EXISTING TRAINING BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. SEE SHEET G-200 FOR ADDITIONAL INFORMATION.

M

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C H

L

IN

E

SEE SHEET CU803 FOR

REMOVALS WITHIN ROW

M

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IN

E

SEE SHEET CU803 FOR

REMOVALS WITHIN ROW

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/2

6/

This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

11/25/2024 02/28/2025

Daniel Bowar Digitally signed by Daniel Bowar DN: E=dbowar@evs-eng.com, CN=Daniel Bowar, O="EVS, Inc.", OID.2.5.4.97="NTRUS+MN-3N-661", L=Eden Prairie, S=Minnesota, SERIALNUMBER=MAS20240221327312, C=US

Date: 2024.11.25 11:49:26-06'00'

W

2Q R

R

_P la ns -0

SAN

SAN

SAN

SAN

SAN

SD

SD SD SD SD

SD

SD

SAN

SAN SAN SAN SAN SAN SAN

|SD

SD

SD

SD

SAN

SAN

SAN

SD

SD

SW

TH

A

VE

N U

E

1'

SEQUENCE

REMOVAL AFTER

INSTALLATION OF

NEW GRAVITY

MAIN

25 2626

REMOVE SOUTH WATER

SERVICE AND STUB AT

SERVICE MAIN.

TEST PIT REVEALED THIS ANOMALY

IS AN ABANDONED WATER LINE

C

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F

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US Army Corps of Engineers ®

SHEET ID

U S

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3 5 7 9 11 13 15 17 19

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A

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AR

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2 4 6 8 10 12 14 16 18 20

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Vi ew

R d.

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Ed en P ra iri e, M

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-3

EV

S, IN

C

PN

PN

FY

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

25 NOVEMBER 2024

PE

R

R

IN

E, F

LO

R

ID

A

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VI

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E

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-7

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SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

SI

TE

D

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O

LI

TI

O

N P

LA

N

AR

EA

'B

CD102 1"=30'

SITE DEMOLITION PLAN AREA 'B'

SEE SHEET CD101

SEE SHEET CD103

SEE SHEET CD102

SEE SHEET CD102

TREE REMOVAL

REMOVE UTILITY/FENCE

DIRT/AGGREGATE ROAD REMOVAL

BITUMINOUS REMOVAL

CONCRETE REMOVAL

BUILDING REMOVAL

REMOVE CONCRETE CURB & GUTTER

SAWCUT PAVEMENT

TREE PROTECTION FENCE

LIMITS OF DISTURBANCE

EXISTING BASIN OUTLINE - REMOVAL

REMOVE PAVEMENT MARKINGS

REMOVALS

X

X X X

X

X X X

X

X X

X X

X X

X

X X

X X

X

X

KEY PLAN

SW

137TH

AVE

SW 176TH ST

AREA 'A'

AREA 'B'

AREA 'C'

CU800

SHEETS

DEMOLITION PLAN KEY NOTES #

CD102

REMOVE TREE

PROTECT TREE

REMOVE SIGN/POST/BOLLARD

PROTECT DOMESTIC WATER

PROTECT MECHANICAL EQUIPMENT

REMOVE FIRE HYDRANT

REMOVE OIL-WATER SEPARATOR

STRIP TOPSOIL AND ADJUST TO PROPOSED

GRADES

ABANDON IN PLACE TO PROTECT MECHANICAL

EQUIPMENT

REMOVE UNDERGROUND UTILITIES AROUND

DEMOLISHED BUILDING; CAP WATERMAIN, CAP

AND ABANDON SANITARY

REMOVE GAS TANK AND LINES

REMOVE ACID NEUTRALIZATION TANK (PER

LOCAL, STATE & FEDERAL REQUIREMENTS)

REMOVE WATER VALVE

REMOVE OUTLET SPILLWAY

NOT USED

PROTECT SEPTIC JUNCTION BOX

REMOVE TRENCH DRAIN & ADJACENT DRY WELL

DEMO LOADING RAMP & INFILL, SEE CD106 &

CD107 FOR PHOTOS/AS-BUILTS OF RAMP SIZE

REMOVE MANHOLE

DEMO TO NEAREST JOINT IN SIDEWALK

PROTECT AND SAVE MANHOLE/HANDHOLE

EXISTING GREASE INTERCEPTOR TO REMAIN

REPLACE BENT BOLLARD IN-KIND

REMOVE MONUMENT SIGN - SEE CD107 FOR

PHOTOS

REMOVE BACKFLOW PREVENTOR

ABANDON WATER MAIN IN PLACE

REMOVE SLIDING GATE

REMOVE FENCE

REMOVE WATER SPIGOTS AND CONNECTING PIPE

REMOVE WATER METER - SEE 4/CD108 FOR

AS-BUILT

REMOVE MECHANICAL EQUIPMENT

REMOVE PROPANE TANK

PROTECT FLAG POLE FOOTING

PROTECT LIGHT POLE

REMOVE DRAINFIELD - SEE 2/CD108 FOR AS-BUILT

REMOVE STORAGE TANK FOR USED OIL - SEE

3/CD108 FOR AS-BUILT

REMOVE WASH RACK - SEE 1/CD108 FOR AS-BUILT

PROTECT FLAG POLE AND CONCRETE BASE

17. ABANDONED WATER, SANITARY AND

STORM PIPES SHALL BE FILLED WITH A

SUITABLE MATERIAL, SUCH AS GROUT

OR FLOWABLE FILL, TO PREVENT

COLLAPSE AND INTRUSION OF FOREIGN

MATERIALS. REFER TO FEDERAL

HIGHWAY ADMINISTRATION

PUBLICATION NUMBER: FHWA-RD-97-148

FOR GUIDELINES ON FLOWABLE FILL.

EXISTING CONDITIONS, DEMOLITION & GENERAL NOTES

1. SAW CUT EXISTING PAVEMENT TO NEAREST JOINT AT LIMITS OF REMOVAL SHOWN OR TO

REMOVAL LIMITS IF NOT A FREE EDGE.

2. COORDINATE WATER MAIN AND SANITARY SEWER SHUTOFFS, DISCONNECTS, AND TEMPORARY

PLUGS WITH CONTRACTING OFFICERS REPRESENTATION OR UTILITY CONTACTS. (THIS SHEET

NOT PART OF WASD REVIEW NOR APPROVAL)

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL.

4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR

TO COMMENCING DEMOLITION AND COORDINATE WITH RECORD ENGINEER IF CONFLICTS ARE

IDENTIFIED DURING DEMOLITION.

5. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

6. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO THE OFFSITE STORM DRAIN SYSTEM.

7. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS/TREES AT EXISTING FENCE TO REMAIN AND

TO BE REMOVED.

9. REFER TO PLANTING PLAN FOR RELOCATED TREES.

10. ALL EXISTING ITEMS TO REMAIN THAT ARE CURRENTLY PAINTED 'SAFETY YELLOW' SHALL BE

PRESSURE WASHED AND BE REPAINTED (I.E. BOLLARDS, HYDRANTS, RAILS, CURBS, ETC).

11. ALL EXISTING SITE CONCRETE, NOT INDICATED TO BE REMOVED AND NOT PAINTED, SHALL BE BE

PRESSURE WASHED (I.E. WALKS, SLABS, FOOTINGS/FOUNDATIONS, ETC).

12. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

13. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO OFFSITE STORM DRAIN SYSTEM.

14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

15. ALL WORK IN PUBLIC RIGHT OF WAY REQUIRES PERMIT FROM AHJ.

16. UTILITY SERVICES TO THE EXISTING TRAINING BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. SEE SHEET G-200 FOR ADDITIONAL INFORMATION.

AM

EN

D M

EN

T

AP

R

AM

EN

D M

EN

T

A

PR

AM

EN

D

M

EN

T

/2 6/

This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

11/25/2024 02/28/2025

Daniel Bowar Digitally signed by Daniel Bowar DN: E=dbowar@evs-eng.com, CN=Daniel Bowar, O="EVS, Inc.", OID.2.5.4.97="NTRUS+MN-3N-661", L=Eden Prairie, S=Minnesota, SERIALNUMBER=MAS20240221327312, C=US

Date: 2024.11.25 11:49:31-06'00'

W

2Q R

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_P la ns -0

SD SD SD SD SD SD

SD

SD

SD

SD SD SD SD

SAN

EXISTING FPL

ELECTRICAL BUILDING

FFE: 9.8

IDENTIFIED ANOMALY WAS

CONFIRMED BY TEST PIT AS A

GROUNDING ROD FOR OLD FENCE

C

ER

TI

FI

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F

IN

AL

US Army Corps of Engineers ®

SHEET ID

U S

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M

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O R

PS

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F

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G

IN

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R

S

D R

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N

B Y:

D

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B

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SU

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D B

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D B

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AN

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N N

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3 5 7 9 11 13 15 17 19

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A

D

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AR

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D

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C R

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2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

Va lle y

Vi ew

R d.

, S ui te

Ed en P ra iri e, M

N

-3

EV

S, IN

C

PN

PN

FY

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

2-

6-w w w .e vs -e ng .c om

DANIEL BOWAR

97694

25 NOVEMBER 2024

PE

R

R

IN

E, F

LO

R

ID

A

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

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E, K

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B.

JO

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D .G

R

AN

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R .K

AC

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A M

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-7

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A

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SI

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D

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O

LI

TI

O

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LA

N

AR

EA

'C

SCALE 1 2

SCALE IN

FT

DRAWING SCALES APPLY TO 22" x 34" SHEETS

30 60

CD103 1"=30'

SITE DEMOLITION PLAN AREA 'C'

SEE SHEET CD102

SEE SHEET CD103

TREE REMOVAL

REMOVE UTILITY/FENCE

DIRT/AGGREGATE ROAD REMOVAL

BITUMINOUS REMOVAL

CONCRETE REMOVAL

BUILDING REMOVAL

REMOVE CONCRETE CURB & GUTTER

SAWCUT PAVEMENT

TREE PROTECTION FENCE

LIMITS OF DISTURBANCE

EXISTING BASIN OUTLINE - REMOVAL

REMOVE PAVEMENT MARKINGS

REMOVALS DEMOLITION PLAN KEY NOTES #

CD103

X

X X X

X

X X X

X

X X

X X

X X

X

X X

X X

X

X

KEY PLAN

SW

137TH

AVE

SW 176TH ST

AREA 'A'

AREA 'B'

AREA 'C'

CU800

SHEETS

REMOVE TREE

PROTECT TREE

REMOVE SIGN/POST/BOLLARD

PROTECT DOMESTIC WATER

PROTECT MECHANICAL EQUIPMENT

REMOVE FIRE HYDRANT

REMOVE OIL-WATER SEPARATOR

STRIP TOPSOIL AND ADJUST TO PROPOSED

GRADES

ABANDON IN PLACE TO PROTECT MECHANICAL

EQUIPMENT

REMOVE UNDERGROUND UTILITIES AROUND

DEMOLISHED BUILDING; CAP WATERMAIN, CAP

AND ABANDON SANITARY

REMOVE GAS TANK AND LINES

REMOVE ACID NEUTRALIZATION TANK (PER

LOCAL, STATE & FEDERAL REQUIREMENTS)

REMOVE WATER VALVE

REMOVE OUTLET SPILLWAY

NOT USED

PROTECT SEPTIC JUNCTION BOX

REMOVE TRENCH DRAIN & ADJACENT DRY WELL

DEMO LOADING RAMP & INFILL, SEE CD106 &

CD107 FOR PHOTOS/AS-BUILTS OF RAMP SIZE

REMOVE MANHOLE

DEMO TO NEAREST JOINT IN SIDEWALK

PROTECT AND SAVE MANHOLE/HANDHOLE

EXISTING GREASE INTERCEPTOR TO REMAIN

REPLACE BENT BOLLARD IN-KIND

REMOVE MONUMENT SIGN - SEE CD107 FOR

PHOTOS

REMOVE BACKFLOW PREVENTOR

ABANDON WATER MAIN IN PLACE

REMOVE SLIDING GATE

REMOVE FENCE

REMOVE WATER SPIGOTS AND CONNECTING PIPE

REMOVE WATER METER - SEE 4/CD108 FOR

AS-BUILT

REMOVE MECHANICAL EQUIPMENT

REMOVE PROPANE TANK

PROTECT FLAG POLE FOOTING

PROTECT LIGHT POLE

REMOVE DRAINFIELD - SEE 2/CD108 FOR AS-BUILT

REMOVE STORAGE TANK FOR USED OIL - SEE

3/CD108 FOR AS-BUILT

REMOVE WASH RACK - SEE 1/CD108 FOR AS-BUILT

PROTECT FLAG POLE AND CONCRETE BASE

17. ABANDONED WATER, SANITARY AND

STORM PIPES SHALL BE FILLED WITH A

SUITABLE MATERIAL, SUCH AS GROUT

OR FLOWABLE FILL, TO PREVENT

COLLAPSE AND INTRUSION OF FOREIGN

MATERIALS. REFER TO FEDERAL

HIGHWAY ADMINISTRATION

PUBLICATION NUMBER: FHWA-RD-97-148

FOR GUIDELINES ON FLOWABLE FILL.

EXISTING CONDITIONS, DEMOLITION & GENERAL NOTES

1. SAW CUT EXISTING PAVEMENT TO NEAREST JOINT AT LIMITS OF REMOVAL SHOWN OR TO

REMOVAL LIMITS IF NOT A FREE EDGE.

2. COORDINATE WATER MAIN AND SANITARY SEWER SHUTOFFS, DISCONNECTS, AND TEMPORARY

PLUGS WITH CONTRACTING OFFICERS REPRESENTATION OR UTILITY CONTACTS. (THIS SHEET

NOT PART OF WASD REVIEW NOR APPROVAL)

3. PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL.

4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR

TO COMMENCING DEMOLITION AND COORDINATE WITH RECORD ENGINEER IF CONFLICTS ARE

IDENTIFIED DURING DEMOLITION.

5. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

6. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO THE OFFSITE STORM DRAIN SYSTEM.

7. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

8. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS/TREES AT EXISTING FENCE TO REMAIN AND

TO BE REMOVED.

9. REFER TO PLANTING PLAN FOR RELOCATED TREES.

10. ALL EXISTING ITEMS TO REMAIN THAT ARE CURRENTLY PAINTED 'SAFETY YELLOW' SHALL BE

PRESSURE WASHED AND BE REPAINTED (I.E. BOLLARDS, HYDRANTS, RAILS, CURBS, ETC).

11. ALL EXISTING SITE CONCRETE, NOT INDICATED TO BE REMOVED AND NOT PAINTED, SHALL BE BE

PRESSURE WASHED (I.E. WALKS, SLABS, FOOTINGS/FOUNDATIONS, ETC).

12. THE CONTRACTOR SHALL STOP DIGGING/DRILLING OPERATIONS AND INVESTIGATE

SUBTERRANEAN CONDITIONS IF UNDERGROUND RIGID OBSTRUCTIONS ARE ENCOUNTERED.

13. CONTRACTOR TO DEWATER AND CONVEY STORM WATER RUN-OFF FROM SITE. STORM WATER

MUST BE TREATED PRIOR TO DISCHARGING INTO OFFSITE STORM DRAIN SYSTEM.

14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE TO ITEMS NOT SHOWN FOR REMOVAL.

15. ALL WORK IN PUBLIC RIGHT OF WAY REQUIRES PERMIT FROM AHJ.

16. UTILITY SERVICES TO THE EXISTING TRAINING BUILDING MUST BE MAINTAINED THROUGHOUT

CONSTRUCTION. SEE SHEET G-200 FOR ADDITIONAL INFORMATION.

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

11/25/2024 02/28/2025

Daniel Bowar Digitally signed by Daniel Bowar DN: E=dbowar@evs-eng.com, CN=Daniel Bowar, O="EVS, Inc.", OID.2.5.4.97="NTRUS+MN-3N-661", L=Eden Prairie, S=Minnesota, SERIALNUMBER=MAS20240221327312, C=US

Date: 2024.11.25 11:49:35-06'00'

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2-12'

FUTURE 4TH BAY

14'

5'

5'

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10'

10'

' 10' 10'

86' 33'

99'

27.7'

179.5'

100'

45'

100'

45'

9'

134.8'

MEP

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FFE 9.5'

(EQUALS 100'-0" ON

BUILDING PLANS)

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SPECIFICATION, OR REPORT WAS PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION AND THAT

I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF FLORIDA.

DATE SIGNED

LICENSE NUMBER

NAME

CERTIFICATION

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DANIEL BOWAR

97694

25 NOVEMBER 2024

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30 60

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SW

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KEY PLAN

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AREA 'C'

AREA 'B'

AREA 'A'CU800

SHEETS

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TS

CS101 1"=30'

SITE PLAN AREA 'A'

SEE SHEET CS102

SEE SHEET CS101

1. BID OPTION 'E' - ORGANIZATIONAL STORAGE BUILDING AREA

INCREASE

2. BASE BID - SEE LANDSCAPE PLANS FOR STEEL EDGING

3. BASE BID - "ACCESSIBLE PARKING STALL PAINT MARKING" -

SEE DETAIL 1/CS504

4. BASE BID - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

5. BASE BID - FACILITY MONUMENT SIGN - SEE DETAILS

1&2/AS104, AS101, 2/L-104, & 1/ES101

6. BASE BID - TYPICAL NEW VEHICULAR DOUBLE SWING GATE

(MANUAL) - SEE DETAIL 1A/CS501

7. BASE BID - CONCRETE SIDEWALK - SEE CP101

8. BASE BID - ADA ACCESSIBLE PARKING SIGN - SEE DETAIL

6/CS502

9. BASE BID - CONCRETE BUMPER GUARD - SEE DETAIL 2/CS503

10. BASE BID - AGGREGATE SHOULDER - SEE DETAIL 4/CP501

11. BASE BID - FACILITY MONUMENT SIGN

12. BASE BID - EMERGENCY VEHICLE STRIPING PER FL FIRE

PREVENTION CODE NFPA 18.2.3.2

13. BASE BID - 'NO LEFT TURN' SIGN - R3-2 & R3-5R

14. BASE BID - SLATTED PRIVACY FENCE TO SCREEN SOUTH VIEW

FROM TRASH ENCLOSURE - SEE DETAIL 1/CS502

15. BASE BID - TRASH PAD - SEE DETAIL 6/CS502

16. BASE BID - GUARDRAIL - SEE DETAIL 1/CS505

17. BID OPTION 'E' - SITE FENCE: 6-FOOT CHAINLINK WITHOUT

BARBED WIRE

18. BID OPTION 'E' - PEDESTRIAN GATE - SEE DETAIL 1E/CS501

19. BASE BID - 8" DIA (4'H) CONC FILLED STEEL BOLLARD. 1'6" FROM

ROAD EDGE, 1' BACK FROM "LATCH EDGE" OF SWING GATE.

20. BASE BID - CONCRETE MKT PAD

21. BID OPTION 'E' - CONCRETE SIDEWALK - SEE CP101

22. BASE BID - PAVEMENT - SEE DETAIL 2/CP501

23. BID OPTION 'J' - POV PARKING LOT EXPANSION

24. BASE BID - 8" DIA (4'H) CONCRETE FILLED STEEL BOLLARD -

SEE 3/CS501

25. BID OPTION 'F' - WASH PLATFORM AND APRONS

26. BASE BID - PROTECT EXISTING FLAG POLE

27. BASE BID - ARMY INSTALLATION WARNING SIGN - SEE DETAIL

2/CS502

28. BASE BID - SITE FENCE : 7-FOOT CHAINLINK FENCE WITH

BARBED WIRE

29. BID OPTION 'G' - BI-LEVEL LOADING RAMP AND APRON

30. BID OPTION 'J' - POV PARKING LOT EXPANSION

31. BASE BID - NEW DOUBLE DETECTOR CHECK BACKFLOW

PREVENTOR - SEE CU101A/B

32. BASE BID - GSA PARKING SIGN (8 TOTAL) - SEE DETAIL 8/CS502

33. BASE BID - FIRE HYDRANT - SEE CU101A/B/C & DETAILS

4&5/CU501 & 3/CS501

34. BASE BID - OIL WATER SEPARATOR - SEE CU101B

35. BASE BID - GREASE TRAP - SEE CU101B

36. 7-FOOT CHAINLINK FENCE (NO BARBED WIRE)

37. BASE BID - CONCRETE STOOP - SEE DETAIL 11/S523

38. BASE BID - STOP SIGN - SEE DETAIL 4/CS502

39. BASE BID - LIGHT POLE - SEE DETAIL 2/E-506

40. BASE BID - 1'-0" THICK WHITE PAINT "STOP BAR", HALF THE

WIDTH OF THE DRIVE AISLE

SITE PLAN KEYNOTES

BOLLARD

PARKING MARKINGS

SITE LEGEND

PARKING SIGN MOUNTED ON BOLLARD

BACKFLOW PREVENTOR

WATER METER

LIGHT POLE

LIMITS OF DISTURBANCE

CONCRETE SIDEWALK/PAVEMENT

CONCRETE CURB

PROPERTY LINE / LEED BOUNDARY

EXISTING MEP FENCEX X

7' MEP FENCE SEE DETAIL 1/CS501

7' FENCE (NO BARBED WIRE)

7' SLATTED PRIVACY FENCE (NO BARBED WIRE

MAINTENANCE STRIP SEE DETAILS 3-4/L501

MANHOLE

EDGE OF PAVEMENT

EMERGENCY STRIPING

WARNING SIGN SEE DETAIL 2/CS502

PARKING SIGN

CS101

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This item has been digitally signed and sealed by Daniel Elliot Bowar on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DATE SIGNED:

EXPIRES:

11/25/2024 02/28/2025

Daniel Bowar Digitally signed by Daniel Bowar DN: E=dbowar@evs-eng.com, CN=Daniel Bowar, O="EVS, Inc.", OID.2.5.4.97="NTRUS+MN-3N-661", L=Eden Prairie, S=Minnesota, SERIALNUMBER=MAS20240221327312, C=US

Date: 2024.11.25 11:49:40-06'00'

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8.5'

4'

14…