AM02.pdf

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

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127819R0014-0002 11 FEB 2019 MB17EV15

6. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127819R0014

9B. DATED (SEE ITEM 11)

15 JAN 2019

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE

FACILITY CODE

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. 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 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 ACKNOWLEDGEMENT 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 ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO 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)

The subject solicitation for: DESIGN-BUILD F-35A INTEGRATED TRAINING CENTER ACADEMICS BUILDING, EGLIN AIR FORCE BASE, FLORIDA

Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS FOR AMENDMENT NO. 0002

Except as provided herein, all terms and conditions of the document reference 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) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

D/B F-35A INTEGRATED TRAINING CENTER ACADEMICS BUILDING W9127819R0014

EGLIN AIR FORCE BASE, FLORIDA MB17EV15

SF 30 Page 2 W9127819R0014-0002

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

VOLUME 1

01 00 00 Revised Paragraphs 1.4 and 1.34

01 10 10 Revised Paragraphs 1.6, 3.1.3, 3.4.2.1, 3.4.2.2, 3.4.2.5, 3.5.2, 4.4.4.2.2.1 and 8.5.1.6

Deleted Paragraphs 1.6.1 and 4.4.4.2.4.1

01 45 00.00 10 Revised Paragraph 3.2.1

VOLUME 2

Appendix A Revised Sheets CS102, CG100, CU100, A-201 and A-202 as indicated herein.

Encl as stated:

Revised pages of the specifications as indicated in Part I.

01 00 00

AMENDMENT NO. W9127819R0014-0002

01 00 00

1.4 JOINT OCCUPANCY

The Contractor is hereby made aware that Joint Occupancy will be required for 90 calendar days prior to the construction completion date to allow the installation of the following Government Furnished/Government Installed (GFGI) systems and equipment by Base personnel and other Contractors; access control system (ACS) Public Address (PA). Contractor shall cooperate to enable the GFGI work to be installed during the Construction Contract duration.

1.34 PERMITS AND RESPONSIBILITIES NOT USED.

The Government has obtained the following applicable permits/permit applications related to the design and construction of this Project:

a. FDEP 10-2 Stormwater Permit.

b. NPDES Notice of Intent.

c. Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs, submitted to FDEP.

d. Notification/Application for Constructing a Domestic Wastewater Collection/Transmission System, submitted to FDEP.

e. Joint Application for Individual and Conceptual Environmental Resource Permit/Authorization to Use State-Owned Submerged Lands/Federal Dredge and Fill Permit, submitted to FDEP/Water Management Districts/U.S. Army Corps of Engineers.

The Contractor will be required to obtain the as-built certifications for the permits identified above. Accordingly, the Contractor will be responsible for fully coordinating with the Contracting Officer regarding information for as-built certifications, properly executed, as required by each individual permit.

(NOTE: The remainder of the section is unchanged by the amendment.)

This page was intentionally left blank for duplex printing.

01 10 10

1.6 GOVERNMENT FURNISHED CONTRACTOR INSTALLED EQUIPMENT (GFCI) NOT USED.

1.6.1 Communications Equipment Racks and Cabinets.

a. DBT to install Government furnished racks with cabinets for the DBT furnished and installed patch panels required by this RFP.

b. DBT shall coordinate the delivery of the Government furnished racks and cabinets for installation.

3.1.3 General Design Requirements

See Specification Section 01 00 00 for Eglin AFB Base Access Procedures.

Prior to beginning construction, DBT personnel shall take the appropriate training and background check to obtain access at Eglin AFB in accordance with Eglin AFB 96th Security Force Squadron (96SFS) procedures and operations.

The DBT-developed drawings shall show all aspects of the construction phasing, which shall be included with the first design submittal. The construction schedule developed by the DBT shall include a minimum of 48 hours between phases affecting existing traffic flows, to allow Eglin AFB to adjust traffic operations.

3.4.2.1 The DBT’s Geotechnical Investigation shall verify existing soil and site conditions. Based on preliminary information the site soils provide adequate infiltration. The existing soils are sandy and well-draining. Roof drains will utilize gutters and downspouts and drain at grade instead of collecting into a below grade stormwater system.

There will be limited underground stormwater piping used on site.

3.4.2.2 Eglin AFB Stormwater Operation and Maintenance Plan to be submitted to the Contracting Officer by the DBT. This plan shall include, but not limited to:

a. Project description and location.

b. The retention/detention pond should be fertilized and mowed as necessary to ensure a healthy vegetative cover crop is maintained.

c. Eroded or bare areas greater than three (3) square feet should be repaired and re-seeded or re-sodded with an appropriate vegetative cover crop.

d. NOT USED Percolation performance should be evaluated on an annual basis within the pond. In the event of inadequate percolation, retention area bottom maintenance should be performed as follows:

(1) Remove 4 to 6-inches of the retention area bottom material and scarify excavated bottom.

(2) Replace excavated bottom material with clean soil/sand to design grade. Inspect the retention area periodically for accumulation of debris and trash and remove as required.

e. Periodically inspect retention area bottom for silt accumulation and remove same if found to exist.

f. Inlet and outlet structures shall be kept in good working order and free from obstructions.

g. A maintenance inspection must be performed by a registered professional, one year after conversion to the Operation Phase and then every five years thereafter.

(1) The inspection must be conducted using the plans, calculations and specifications approved by the Agency.

(2) The maintenance inspection may be documented on Form 62-330.311(1), “Operation and Maintenance Inspection Certification” or on an equivalent form. The inspection report form must be maintained and made available to Agency staff upon request.

3.4.2.5 All new facility gutters and downspouts shall connect into the new underground piped storm drainage collection system with a cast iron boot. The downspouts shall be as noted in the RFP Section 4. Layout

It is the responsibility of the DBT to provide the breakdown of pervious and impervious areas pre and post construction and submit the Environmental Resource Permit (ERP) including all calculations to the 96CEG per the procedures outlined in Section 1.3.9, Environmental Regulatory Permits in the latest edition of the Eglin AFB Engineering Design Manual.

Layout is the responsibility of the DBT to provide the breakdown of pervious and impervious areas pre and post construction and submit the Environmental Resource Permit (ERP) including all calculations to the 96CEG per the procedures outlined in Section 1.3.9, Environmental Regulatory Permits in the latest edition of the Eglin AFB Engineering Design Manual.

The drainage system layout shall be designed to best meet the drainage requirements of the facility. All low points in grade have an inlet as to avoid ponding water. The system shall take into consideration topography, ultimate development of drainage area, possible future extension, outfall locations, and coordination with existing drainage systems and other existing or future underground utilities.

Unless structural stabilization is provided, maximum slopes for pervious surfaces is 3 horizontal:1 vertical. Side slope for any ponds greater than 2-feet in depth, shall not be steeper than 4H:1V slope.

3.5.2 Soil Reuse. NOT USED.

For bidding purposes, all soil from the areas of the former housing building footprints is assumed to exceed the FDEP soil cleanup target level for leachability to groundwater of dieldrin. As such, all soils excavated within the 5 foot building offset of the former housing footprints shall remain on-site and be reused at the point of excavation unless they are unsuitable for reuse on the site or they are excess. Unsuitable soils and soils that cannot be reused at the point of excavation will be stockpiled on visqueen, or containerized, properly sampled, tested, and disposed of at a facility meeting all local, state, and federal requirements for disposal. Soil from other areas of the site can be reused onsite, if suitable, and soil from these other areas that is not reused does not have to be stockpiled before disposal.

4.4.4.2.2.1 DBT Base Bid Requirements

The DBT shall be responsible for the coordination of the entire FFE with the building systems for the duration of the construction of the facility. DBT shall provide a final FFE package to the Civil Engineering Office upon approval of final design. The DBT shall include in the Base Bid any management and coordination fees which apply towards the coordination and installation of existing assets that will be relocated from the existing facility. DBT shall ensure the completion of installation for all furnishings prior to the demolition of the existing facility.

4.4.4.2.4.1 The final cost for the FFE package shall be determined and provided to the CE Office during design phase of the Design Build project delivery process. The final cost estimate shall show pricing in accordance with the following line items:

a. Totals of all the FFE items specified in the FFE Package.

b. Freight costs if not included in the price of an item.

c. Installation cost of all FFE.

d. Local Sales tax, if applicable.

These items shall be identified as separate line items in the final cost summary.

8.5.1.6 Preliminary FIRE FLOW TEST DATA

(Behind existing Dorm, on February 22, 2017)

Static Pressure: 70 psig (Behind Dorm; equip yard)

Residual Pressure: 60 psig

Flow: 2,997 1,257 gpm (Behind Dorm; North Dumpster enclosure)

The DBT shall be responsible for conducting a new hydrant flow test in accordance with NFPA 291 prior to the first interim design submission. The flow test shall be conducted under the direct on-site supervision by the DBT's Fire Protection Engineer of Record.

01 45 00.00 10

01 45 00.00 10

3.2.1 Content of the CQC Plan

Include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the three phase control system for all aspects of the work specified. Include a CQC System Manager that reports to the project superintendent an officer of the firm.

(NOTE: The remainder of Paragraph 3.2.1 is unchanged by the amendment.)

W

W

T

T

T

T

T

T

T

T

T

T

N: 541391.62

E: 1322318.14

N: 541434.46

E: 1322344.31

N: 541635.58

E: 1322339.55

N: 541655.25

E: 1322304.68

N: 541538.86

E: 1322185.02

N: 541587.83

E: 1321911.35

N: 541940.08

E: 1322089.45

\\bmcd\dfs\Clients\ANF\USCOE\SaM\104445_ITCF35EGLIN\Design\Civil\Sheets\104445-CS100.dwg_2/11/2019 9:15:37 AM_smluehrs

SITE NOTES:

1. ALL PLANS IN THE RFP ARE INCLUDED SOLELY AS A SUPPLEMENT TO SECTION 01 10

10. PROPOSED INFORMATION SHOWN IS FOR INFORMATION ONLY AND SHALL NOT BE

CONSIDERED FINAL DESIGN. FINAL DESIGN IS THE RESPONSIBILITY OF THE DBT.

2. DOOR STOOPS SHALL EXTEND A MINIMUM OF 5 FEET FROM BUILDING FACE AND

EXTEND A MINIMUM OF 18-INCHES BEYOND DOOR JAMB OPENING.

3. SEED ALL AREAS WITHIN THE PROJECT LIMITS OF CONSTRUCTION AND ANY OTHER

AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES. MINIMUM OF 4-INCHES

TOPSOIL, SEEDED AND IRRIGATED/MAINTAINED FOR A MINIMUM OF 12-MONTHS OR

95% COVERAGE OF GROUND PER SPECIFICATIONS. MINIMUM 2.00' WIDE STRIP OF

EGLIN AFB APPROVED SOD MUST BE INSTALLED ADJACENT TO ALL NEW IMPERVIOUS

HARD SURFACES SUCH AS BUILDINGS, SIDEWALKS, PAVEMENT, CURB, ETC.

4. DBT IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS WITHIN THE

PROJECT LIMITS FROM THE NOTICE TO PROCEED DATE THROUGHOUT THE

DURATION OF THE PROJECT. MOW AREAS TO A MAXIMUM AVERAGE HEIGHT OF

3-INCHES FOR SPRING/SUMMER MAINTENANCE AND TO A MAXIMUM AVERAGE

HEIGHT OF 6-INCHES FOR FALL/WINTER MAINTENANCE.

5. ALL KNOX BOXES SHALL BE FLUSH MOUNTED AND SHALL BE COORDINATED WITH

EGLIN AFB FIRE DEPARTMENT. SEE SHEETS FA101 THROUGH FA103.

6. SIDEWALK JOINTING SHALL MATCH EXISTING ATC LAYOUT AND SPACING. SEE

APPENDIX I: EGLIN ITC EXISTING SITE CONDITIONS PHOTOGRAPHS.

A1

SITE PLAN - 2 OF 2

SCALE: 1" = 40'

E G

L I N

A

R

F

O R

C E

B

S

E

F

L O

R I D

A

M O

B I L

D

S

T R

I C

T

M O

B I L E

A

L A

B A

M A

Mobile District

US Army Corps of

Engineers ®

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R N

O

U S

M

Y

C

O R

P

E N

G I N

E E

R S

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

P Y

R I G

H T

B

U R

M

D

O N

N E

G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

S E

P

S H

O W

N

A

S

W

A R

D

P

A R

K W

A Y

K A

N S

T

Y

M

O

B U

R N c D

O N

N E

L L

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

S B

Y

P L O

T

S

C A

L E

S I Z

E x

F I

M

E

C K

D

B

Y

P L O

T

D

A T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

U M

B E

R

P R

O J E

M

B E

R

C A

D

E

O C

T O

B E

R

M B

E

V

F T

F

I N

T E

G R

A T

A

I N

I N

G

C

E N

T E

R

P R

O J E

F

T F

A

PRELIMINARY - NOT FOR CONSTRUCTION - FTFA 143913

J

K

L I N

G

40' 80'0

N

ASPHALT SITE PAVEMENT

REMOVABLE BOLLARDS

(MINIMUM 4-FEET ON CENTER)

INTEGRATED

TRAINING CENTER

(ITC)

10.00' WIDE CONCRETE

SIDEWALK

(SEE NOTE 6)

POTENTIAL FACILITY

EXPANSION

(BY OTHERS)

E X

I S

T I N

G

A

C C

E S

S

R

O A

D W

A Y

E X

I S

T I N

G

A

R

V I C

E

D

R I V

E

ACADEMIC TRAINING

CENTER (ATC)

BUILDING 1416

LEGEND:

ASPHALT SITE PAVEMENT

(MINIMUM 5-INCH AC / 8-INCH BASE COURSE / COMPACTED

SUBGRADE)

CONCRETE SIDEWALK

(MINIMUM 4-INCH PCC / 4-INCH BASE COURSE/

COMPACTED SUBGRADE)

PROJECT LIMITS

NEW ASPHALT

ROAD (ATC)

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

BO

BO

BO

BO

BO

CS101 CS102

CONNECT TO EXISTING

ATC SERVICE DRIVE

ASPHALT SITE PAVEMENT

M A

T C

H L I N

E

S

E

F

N

T I N

U A

T I O

N

M I N

REMOVABLE

BOLLARD

STORAGE PAD

M I N

M I N

KEY PLAN:

AVAILABLE AREA FOR

MECHANICAL PADS

CONNECT TO EXISTING

ACCESS ROADWAY

CS102

S I T

E

P

L A

N

S

L

U E

H R

S

K

W

A R

T A

C

S d w g

J

S

H E

P H

E R

D

BOLLARDS FOR

FIRE HYDRANT

INSTALL FOUR BOLLARDS

AROUND EXISTING

ELECTRICAL STRUCTURE

TRAFFIC SIGN:

DO NOT ENTER

LEFT TURN / EXIT ONLY

PAVEMENT MARKING

BID OPTION:

CONSTRUCT ROOMS

160, 161, AND 167

ADDITIONAL ASPHALT

SITE PAVEMENT FOR BID

OPTION: CONSTRUCT

ROOMS 160, 161, 167

A M

E N

D

R

E V

I S

E

N

O T

E S

P

A V

E M

E N

T

R

E V

I S

I O

N

Revised by Amendment No. W9127819R0014-0002

UTILITY

VAULT

D u m p s t e r

L o c a t i o n

Transformer

D

W

W

W

W

W

TR

TR

UTILITY

VAULT

E

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

L i g h t o l e t y p i c a l

\\bmcd\dfs\Clients\ANF\USCOE\SaM\104445_ITCF35EGLIN\Design\Civil\Sheets\104445-CG100.dwg_2/11/2019 8:56:52 AM_smluehrs

GRADING NOTES:

1. ELEVATIONS DENOTED AS "MATCH" ARE INTENDED

TO MEET EXISTING GRADE ELEVATIONS. DBT

SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH

POINTS PRIOR TO BEGINNING CONSTRUCTION.

2. EXTERIOR FINISH GRADES AT BUILDING

ENTRANCES AND DOORWAY THRESHOLDS SHALL

BE MAXIMUM 0.25-INCHES BELOW BUILDING FINISH

FLOOR IF A VERTICAL THRESHOLD IS PROVIDED,

AND SHALL BE MAXIMUM 0.5-INCHES BELOW

BUILDING FINISH FLOOR IF A BEVELED THRESHOLD

IS PROVIDED, UNLESS INDICATED OTHERWISE.

STOOPS SLOPE AT 0.5% MAX. BEGIN SLOPED

PAVEMENT 1/4-INCH BELOW FINISH FLOOR

ELEVATION. EXTERIOR FINISH GRADES ADJACENT

TO BUILDING SHALL BE 6-INCHES BELOW BUILDING

FINISH FLOOR UNLESS INDICATED OTHERWISE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT

ALL TIMES DURING CONSTRUCTION. ANY

DRAINAGE FEATURE OR STRUCTURE DISTURBED

DURING CONSTRUCTION SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER.

4. THE DBT SHALL REMOVE STANDING WATER FROM

THE PROJECT WORK LIMITS AS NECESSARY TO

PROTECT SUBGRADE, SUBBASE, AND/OR BASE

COURSE OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED

WORKS.

5. DBT SHALL PROVIDE ALL RECOMMENDED BEST

PRACTICES FOR SEDIMENT AND EROSION

CONTROL WITH SWPPP.

6. SLOPES ON PONDS OVER 2-FEET DEEP SHALL NOT

BE LESS THAN 4:1 SLOPE.

7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO

REMAIN SHALL BE ADJUSTED ACCORDING TO

PROPOSED FINISH GRADE ELEVATIONS BY THE

ADDITION OF PRECAST RINGS OR CAST IN PLACE

CONCRETE COLLARS.

8. SEED ALL AREAS WITHIN PROJECT LIMITS OF

CONSTRUCTION AND ANY OTHER AREAS

DISTURBED DURING CONSTRUCTION ACTIVITIES.

MINIMUM OF 4-INCHES TOPSOIL, SEEDED AND

IRRIGATED/MAINTAINED FOR A MINIMUM OF

12-MONTHS OR 95% COVERAGE OR GROUND PER

SPECIFICATIONS. MINIMUM 2.00' WIDE STRIP OF

EGLIN AFB APPROVED SOD MUST BE INSTALLED

ADJACENT TO ALL NEW IMPERVIOUS HARD

SURFACES SUCH AS BUILDINGS, SIDEWALKS,

PAVEMENT, CURB ETC.

9. ALL EXISTING AND PROPOSED STORM DRAIN

INLETS AND CATCH BASINS SHALL HAVE

CURB-SOCK INLET PROTECTION ON ALL SIDES.

10. NOT USED

11. NOT USED

E G

L

R

S

E

F

L O

R I D

A

M O

B I

S

T R

I C

T

M O

B I L E

A

L A

B A

M A

Mobile District

US Army Corps of

Engineers ®

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R N

O

M

Y

C

O R

E N

G I N

E E

R S

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

P Y

R I G

B

U R

D

O N

N E

G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

S E

P

S H

O W

N

A

S

W

A R

D

P

A R

K W

A Y

K A

N S

T

Y

M

O

B U

R N

D

O N

N E

L L

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

S B

P L O

T

S

C A

L E

S I Z

E x

F I

M

E

C K

D

B

Y

P L O

T

D

A T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

U M

B E

R

P R

O J E

M

B E

R

C A

D

E

O C

T O

B E

R

M B

E

V

F T

F

I N

T E

G R

A T

A

I N

I N

G

C

E N

T E

R

P R

O J E

F

T F

A

PRELIMINARY - NOT FOR CONSTRUCTION - FTFA 143913

J

K

L I N

G

LEGEND:

EXISTING CONTOURS

EXISTING SPOT ELEVATIONS

AVAILABLE AREA FOR

STORMWATER MANAGEMENT

(AS NEEDED)

54.00

54.00

INTEGRATED TRAINING

CENTER (ITC)

POTENTIAL FACILITY

EXPANSION (BY OTHERS)

ACADEMICS TRAINING

CENTER (ATC)

BUILDING 1416

EXISTING

STORMWATER BASIN

(TO REMAIN)

E X

I S

T I N

G

R

O A

D W

A Y

E X

I S

T I N

G

A

R

V I C

E

R

O A

D W

A Y

MATCH EXISTING

GRADE

A1

OVERALL GRADING PLAN

SCALE:

N

40' 80'0

BASE BID:

POV PARKING LOT

CG100

O V

E R

A L

L

G

R A

D I N

G

P

L A

N

S

L

U E

H R

S

K

W

A R

T A

C

G d w g

J

S

H E

P H

E R

D

MATCH

EXISTING GRADE

MATCH

EXISTING GRADE

MATCH

EXISTING GRADE

MATCH

EXISTING GRADE

BID OPTION:

ADDITONAL POV

PARKING LOT

BID OPTION: CONSTRUCT

ROOMS 160, 161, 167 (SEE

SHEET CS102)

A M

E N

D

R

E V

I S

E

N

O T

E S

P

A V

E M

E N

T

R

E V

I S

I O

N

UTILITY

VAULT

D u m p s t e r

L o c a t i o n

Transformer

D

W

W

W

W

W

TR

TR

UTILITY

VAULT

W W

W W

WWWWW

W

W

W

WWWWWW

W W

W W W W

S D

S D

SDSDSDSDSD

Retention Pond

Top elevation~ 70.5

Bottom elevation~ 60.5

E

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

L i g h t o l e t y p i c a l

ACADEMIC TRAINING CENTER (ATC)

BUILDING 1416

POTENTIAL FACILITY

EXPANSION

(BY OTHERS)

INTEGRATED TRAINING

CENTER (ITC)

W W

W W

W W

W W W W W W W W W W

W W

W W

W W

SAN SAN SAN SAN SAN

S S

F M

S S

F M

S S

F M

S S

F M

S S

F M

S S

F M

SS SS

S S

CO

CO

G G

G G

G G

G G

G G

G G

G

GGGGGG

W W W W W W W

F F F F F F F F F F

G

SSFM

G

E X

I S

T I N

G

A

R

V I C

E

D

R I V

E

MINIMUM 8-INCH

WATER LOOP

SANITARY SEWER

FORCE MAIN

EXISTING 8-INCH WATER

LINE TO REMAIN

4-INCH NATURAL

GAS LINE

SSMH-1

EXISTING FIRE

HYDRANT TO REMAIN

GRAVITY SANITARY

SEWER LINE

EXISTING STORM

DRAIN LINE TO REMAIN

BUILDING CONNECTION

FOR SANITARY SEWER

(SSCO-2)

SANITARY SEWER LIFT

STATION (VALVE VAULT

AND WET WELL)

FH-2

FH-1

EXISTING ATC 2-INCH

NATURAL GAS

ABANDON-IN-PLACE

EXISTING FIRE

HYDRANT TO REMAIN

EXISTING WATER

LINE TO REMAIN

6-INCH WATER LINE

TO FIRE HYDRANT

EXISTING 8-INCH GRAVITY

SANITARY SEWER LINE

BUILDING CONNECTION

FOR SANITARY SEWER

(SSCO-1)

BUILDING CONNECTION

FOR NATURAL GAS

6-INCH WATER LINE

TO FIRE HYDRANT

WITH BOLLARDS

POST INDICATOR VALVE

(FIREWATER)

FDC AND

BUILDING

CONNECTION

FOR WATER

(SEE NOTE 13)

BUILDING

CONNECTION

FOR FIRE WATER

EXISTING STORM

DRAIN LINE TO

REMAIN

CONNECT FIREWATER

LINE TO WATER LOOP

DIRECTIONAL BORE ALL

PROPOSED UTILITIES

BENEATH EXISTING ATC

SERVICE DRIVE

2-INCH NATURAL

GAS LINE FOR ITC

(SSCO-2)

CONNECT NATURAL GAS

TO EXISTING 4-INCH LINE

2-INCH NATURAL

GAS LINE TO ATC

SSMH2

BID OPTION:

POV PARKING LOT

12"S (INFR)

0.26%

CONNECT ITC SANITARY

SEWER FORCE MAIN TO

EXISTING 8-INCH GRAVITY

LINE AT MANHOLE

ATC GAS CONNECTION

WATER BACKFLOW PREVENTOR

FIREWATER

BACKFLOW

PREVENTOR

EXISTING 8-INCH

WATERLINE TO REMAIN

RUN 4-INCH NATRUAL

GAS LINE AND CAP -

MINIMUM 5 FEET

BEYOND EDGE OF

PAVEMENT

BID OPTION: CONSTRUCT

ROOMS 160, 161, AND 167

(SEE SHEET CS102)

\\bmcd\dfs\Clients\ANF\USCOE\SaM\104445_ITCF35EGLIN\Design\Civil\Sheets\104445-CU100.dwg_2/11/2019 8:58:07 AM_smluehrs

UTILITY NOTES:

1. ALL PLANS IN THE RFP ARE INCLUDED SOLELY AS A SUPPLEMENT TO SECTION 01 10 10.

PROPOSED INFORMATION SHOWN IS FOR INFORMATION ONLY AND SHALL NOT BE

CONSIDERED FINAL DESIGN. FINAL DESIGN IS THE RESPONSIBILITY OF THE DBT.

2. DBT SHALL COORDINATE FINAL LOCATION AND ELEVATIONS FOR ALL UTILITIES

ENTERING THE FACILITY. FINAL MECHANICAL AND ELECTRICAL ROOMS LAYOUTS ARE

SUBJECT TO CHANGE BASED ON EQUIPMENT.

3. THE EXACT LOCATION OF EXISTING STRUCTURES, UTILITIES, AND PIPING SHALL BE

VERIFIED IN THE FIELD BY THE DBT BEFORE CONSTRUCTION BEGINS . THESE DRAWINGS

DO NOT PURPORT TO SHOW IN COMPLETE DETAIL ALL EXISTING STRUCTURES,

UTILITIES, OR PIPING. THE DBT SHALL EXAMINE ALL AVAILABLE RECORDS AND MAKE ALL

EXPLORATIONS AND EXCAVATIONS AS REQUIRED TO DETERMINE THE LOCATION OF

EXISTING STRUCTURES, UTILITIES, AND PIPES WHENEVER NECESSARY.

4. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE. COORDINATES OF

INLETS OR STRUCTURES ARE GIVEN TO STRUCTURE CENTERS. ALL DIMENSIONS ARE IN

FEET UNLESS NOTED OTHERWISE.

5. COORDINATE WITH ASUS , OKALOOSA GAS DISTRICT, CHELCO, AND CONTRACTING

OFFICER.

6. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF ASUS, OKALOOSA GAS

DISTRICT, CHELCO, GOVERNMENT AGENCIES, AND CONTRACT DOCUMENTS.

7. DBT IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY CONNECTION FEES

AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY CONSTRUCTION AND

CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED WITH CONNECTION CHARGES

AND METERS.

8. IN AREAS SHOWN ON PLANS WITH PROPOSED GRADING, MINIMUM BURY DEPTH FOR

UTILITIES SHALL BE BELOW PROPOSED GRADE. IN AREAS SHOWN ON PLANS WITH NO

PROPOSED GRADE CHANGES, MINIMUM BURY DEPTH SHALL BE BELOW EXISTING

GRADE. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS UNLESS

INDICATED OTHERWISE:

a. FIREWATER AND WATER: 36-INCHES

b. ELECTRICAL AND COMMUNICATION: 24-INCHES

c. NATURAL GAS: 32-INCHES (MAINS) AND 18-INCHES (LATERALS)

8. OKALOOSA GAS DISTRICT TO PERFORM ALL WORK ON GAS LINES UP TO AND INCLUDING

THE BUILDING METER. DBT SHALL COORDINATE AND PAY ALL FEES AND CONNECTION

CHARGES IN REGARD TO PROPOSED GAS SERVICE, INCLUDING METER, CONNECTION,

AND OTHER ASSOCIATED FEES FOR GAS SERVICE. COORDINATE WITH OKALOOSA GAS

DISTRICT AND 96CEG. AN 18-INCH SEPARATION IS REQUIRED BETWEEN NATURAL GAS

SERVICE LINE AND BURIED ELECTRICAL LINES BOTH HORIZONTALLY AND VERTICALLY.

NEW GAS SERVICE WILL BE AT 30 PSI TO THE BUILDING AND REGULATED DOWN TO 2 PSI

INTO THE BUILDING. DBT SHALL PURCHASE REGULATORS AND METERS FROM

OKALOOSA GAS DISTRICT. CONTACT MARK CLARK AT 850-974-7019. GAS LINE PRESSURE

FOR EXISTING LINES ARE 30 PSI WITH PRESSURE STEPPED DOWN AT THE BUILDING.

9. DBT SHALL EXPLORE AHEAD WHEN TRENCHING UTILITIES SO ADJUSTMENTS CAN BE

MADE IN THE ALIGNMENT OF THE PIPE IN CASE OF CONFLICTS WITH EXISTING

STRUCTURES, UTILITIES, AND PIPING.

10. DBT SHALL COORDINATE THE INSTALLATION, TESTING, AND INSPECTION OF ALL

DOMESTIC WATER AND FIRE WATER SYSTEMS WITH ASUS AND CONTRACTING OFFICER.

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ON WATER UTILITY TESTING

AND INSPECTION.

11. WATER METER ASSEMBLY SHALL CONFORM TO EGLIN AFB 96CEG STANDARDS. SEE

MECHANICAL SHEETS AND SPECIFICATIONS. ALL METERS SHALL BE COMPATIBLE WITH

EXISTING BASE SYSTEMS. COORDINATE WATER METER WITH ASUS.

12. DBT SHALL COORDINATE WITH EGLIN AFB CE OFFICE AND CONTRACTING OFFICER A

MINIMUM OF 21 DAYS PRIOR TO UTILITY WORK. SIZE/LOCATION SHOWN ON PLANS FOR

EXISTING LINES MAY VARY IN SIZE AND/OR LOCATION.

13. DBT SHALL COORDINATE FINAL LOCATION OF FIRE DEPARTMENT CONNECTION WITH

EGLIN AFB FD.

E G

L

R

S

E

F

L O

R I D

A

M O

B I

S

T R

I C

T

M O

B I L E

A

L A

B A

M A

Mobile District

US Army Corps of

Engineers ®

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R N

O

M

Y

C

O R

E N

G I N

E E

R S

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

P Y

R I G

B

U R

D

O N

N E

G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

S E

P

S H

O W

N

A

S

W

A R

D

P

A R

K W

A Y

K A

N S

T

Y

M

O

B U

R N

D

O N

N E

L L

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

S B

P L O

T

S

C A

L E

S I Z

E x

F I

M

E

C K

D

B

Y

P L O

T

D

A T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

U M

B E

R

P R

O J E

M

B E

R

C A

D

E

O C

T O

B E

R

M B

E

V

F T

F

I N

T E

G R

A T

A

I N

I N

G

C

E N

T E

R

P R

O J E

F

T F

A

PRELIMINARY - NOT FOR CONSTRUCTION - FTFA 143913

J

K

L I N

G

A1

OVERALL UTILITY PLAN

SCALE:

N

60' 120'0

EXISTING FIRE

HYDRANT TO REMAIN

LEGEND:

W W

SAN

FIREWATER LINE

WATER LINE

SANITARY SEWER LINE

GAS LINE

STORM DRAIN LINE

SANITARY SEWER MANHOLE

SANITARY SEWER

CLEANOUT

FIRE HYDRANT

PROPOSED EXISTING

SS

G

EXISTING FIRE

HYDRANT TO REMAIN

F F F F

SD

CU100

O V

E R

A L

L

U

T I L

I T

Y

P

L A

N

S

L

U E

H R

S

K

W

A R

T A

C

U d w g

J

S

H E

P H

E R

D

A M

E N

D

R

E V

I S

E

N

O T

E S

P

A V

E M

E N

T

R

E V

I S

I O

N

Revised by Amendment No. W9127819R0014-0002

AutoCAD SHX Text 6"S

AutoCAD SHX Text 8"W

AutoCAD SHX Text 8"W

AutoCAD SHX Text

SMH1

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text

3" / 12" 3" / 12"

2" / 12"

STANDING SEAM METAL

ROOF WITH PRE-FINISHED

METAL FASCIA3" / 12" 3" / 12"

2" / 12"

INSULATED

METAL WALL

PANEL

PRECAST CONCRETE PANEL

FACE BRICK VENEER

FACE BRICK

SOLDIER COURSE

METAL PANEL CANOPY FACE BRICK

VENEER

FACE BRICK

SOLDIER COURSE

METAL PANEL

CANOPY

PRECAST

CONCRETE KEYS

2 3 4 5 6 7 8 9 10

2" / 12" 2" / 12"

A

STANDING SEAM METAL

ROOF WITH PRE-FINISHED

METAL FASCIA

INSULATED METAL

WALL PANEL

PRECAST

CONCRETE PANEL

FACE BRICK

SOLDIER COURSE

METAL PANEL

CANOPY

FACE BRICK

VENEER

FACE BRICK

SOLDIER COURSE

3" / 12"

3" / 12"

3" / 12"

2" / 12"

METAL PANEL

CANOPY

PRECAST

CONCRETE KEYS

BCDEFGHJKMN

INSULATED METAL

WALL PANEL

PRECAST

CONCRETE PANEL

FACE BRICK

VENEER

FACE BRICK

SOLDIER COURSE

PRECAST

CONCRETE KEYS

3" / 12"

2" / 12"

3" / 12"

KMNPRS

BUILDING PROFILE

OF BASE BID

BID OPTION BASE BID

BID OPTION BASE BID

STANDING SEAM METAL

ROOF WITH PRE-FINISHED

METAL FASCIA

TRANSLUCENT WALL

PANEL SYSTEM

FACE BRICK

SOLDIER COURSE

METAL PANEL

CANOPY

FACE BRICK

VENEER

PRECAST

CONCRETE PANEL

PRECAST

CONCRETE KEYS

3" / 12"3" / 12"3" / 12"3" / 12"

2" / 12"

2345678910

12' - 0"

INSULATED OVERHEAD COILING DOORS, GUTTERS,

DOWNSPOUTS, FASCIA, LOUVERS, FLASHINGS, ROOF

SOFFITS, EVE TRIM, LOUVERS IN INSULATED WALL

PANELS, PRECAST CONCRETE & SILLS, STEEL OR

HOLLOW METAL EXTERIOR TRIM:

• PROVIDE FACTORY FINISH FEDERAL STANDARD

COLOR # 595B #27769, COLOR: PAINT P-2

HOLLOW METAL EXTERIOR DOORS & FRAMES:

• PROVIDE FIELD FINISH FEDERAL STANDARD

COLOR #595B #27769, COLOR: PAINT P-2

CANOPY & VESTIBULE CEILING:

• CENTRIA #IW14A, COLOR: BONE WHITE

TRANSLUCENT WALL PANELS:

• KALWALL SHOGI PATTERN, PANEL COLOR WHITE,

TRIM COLOR ANODIZED ALUMINUM

METAL WALL PANEL & ASSOCIATED TRIM:

• CENTRIA, COLOR: #922 LEE IVORY

CAST STONE & PRE-CAST PLINTH / STONE:

• TRI-STATE BRICK AND TILE CO, COLOR CUSTOM #PCW-2

BRICK VENEER:

• TRI-STATE BRICK AND TILE CO., COLOR 460B LIGHT GRAY VELOUR

ALUMINUM TRIM:

• KAWNEER, COLOR CLEAR ANODIZED ALUMINUM

WINDOW GLAZING:

• PPG INDUSTRIES, COLOR SOLARBAN #Z50

ROOFING:

• ENGLERT, COLOR MEDIUM BRONZE

EXTERIOR FINISH NOTES:

THE DESIGN INTENT FOR THE EXTERIOR FINISHES OF THE INTEGRATED TRAINING CENTER (ITC ) IS TO MATCH THE FINISHES OF THE EXISTING JOINT STRIKE FIGHTER ACADEMIC TRAINING CENTER (ATC). THE MATERIALS LISTED BELOW ARE FOR INFORMATION ONLY. THE CONTRACTOR IS NOT LIMITED TO THESE MANUFACTURERS.

THE DESIGN SHOWN IS CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE DESIGN BUILD TEAM TO DETERMINE THE

FINAL DESIGN N ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE RFP AND THE FRD.

E G

L

IN

A

IR

F O

R C

E B

A S

E

F L

O R

ID

A

F -3

A

I N

T E

G R

A T

E D

T R

A

IN

IN

G

C E

N T

A

D E

M

IC

S B

U

IL

D

IN

G P

R O

J E

C T

N O

F

T F

A

M O

B

IL

E D

IS

T

R

IC

T M

O B

IL

E

A

L A

B A

M A

Mobile District

US Army Corps of

Engineers ®

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R N

O

U S

A R

M Y

C O

R P

S

G

IN

E E

R S

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

P Y

R

IG

B

U R

N S

A N

D M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

FILE:

DATE:

W

A R

D P

A R

K W

A Y

K A

N S

A S

C

IT

Y

M O

B U

R N

S

M c D

O N

N E

L L

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L E

S

IZ

E x

F

IL

E N

A M

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

U M

B E

R

P R

O J E

C T

N U

M B

E R

C A

D D

C O

D E

O C

T O

B E

R

- F T

F A

M B

E V

PRELIMINARY - NOT FOR CONSTRUCTION - FTFA 143913

DRAWINGS WITHIN APPENDIX A ARE

INTENDED AS A SUPPLEMENT TO

SECTION 01 10 10, AND PROVIDED AS

A CONCEPTUAL BASIS OF DESIGN.

FINAL LAYOUT AND DESIGN SHALL BE

THE SOLE RESPONSIBILITY OF THE

DESIGN-BUILD TEAM. ANY CHANGES

TO THE SITE LAYOUT OR FLOOR

PLAN WILL REQUIRE APPROVAL OF

THE CONTRACTING OFFICER.

/2

/2

2/7/2019 7:45:06 PM

A s in d ic a te d

M

T O

L B

E R

T

R

N E

D D

O R

K

E N

N A

L E

Y

104445A-201

-A

-2

J.

K

L

IN

G

A-201

E X

T E

R

IO

R B

U

IL

D

IN

G E

L E

V A

T

IO

N S

SCALE: 1/16" = 1'-0"D1

WEST ELEVATION

0 8' 16' 32'

0 8' 16' 32'

0 8' 16' 32'

SCALE: 1/16" = 1'-0"B1

NORTH ELEVATION

SCALE: 1/16" = 1'-0"A1

NORTH ELEVATION - BID OPTION

SCALE: 1/16" = 1'-0"C1

EAST ELEVATION

0 8' 16' 32'

A

D E

N D

R

E V

IS

E

E X

T E

R

IO

R F

IN

IS

H N

O T

E S

D

E L E

T E

L E

V E

L A

N N

O T

A T

IO

N

S

/0

/1

M

W T

STANDING SEAM METAL

ROOF WITH PRE-FINISHED

METAL FASCIA

FACE BRICK

SOLDIER COURSE

METAL PANEL

CANOPY

FACE BRICK

VENEER

PRECAST

CONCRETE PANEL

PRECAST

CONCRETE KEYS

INSULATED

METAL WALL

PANEL

2" / 12"

3" / 12"

2" / 12" 2" / 12"

3" / 12"

B C D E F G H J K M N

STANDING SEAM METAL

ROOF WITH PRE-FINISHED

METAL FASCIA

TRANSLUCENT WALL

PANEL SYSTEM

PRECAST

CONCRETE PANEL

INSULATED METAL

PANELS

3" / 12"3" / 12"

3" / 12" 3" / 12"

B C D E F G H J K M N P R S

12' - 0" 16' - 0"

17' - 0"

17' - 0"

BUILDING PROFILE

OF BASE BID

BASE BID BID OPTION

BASE BID BID OPTION

STANDING SEAM METAL

ROOF WITH PRE-FINISHED

METAL FASCIA

INSULATED METAL

WALL PANEL

PRECAST

CONCRETE PANEL

3" / 12"3" / 12"

TRANSLUCTENT METAL

WALL PANEL SYSTEM

BCDEF

17' - 0"

INSULATED OVERHEAD COILING DOORS, GUTTERS,

DOWNSPOUTS, FASCIA, LOUVERS, FLASHINGS, ROOF

SOFFITS, EVE TRIM, LOUVERS IN INSULATED WALL

PANELS, PRECAST CONCRETE & SILLS, STEEL OR

HOLLOW METAL EXTERIOR TRIM:

• PROVIDE FACTORY FINISH FEDERAL STANDARD

COLOR # 595B #27769, COLOR: PAINT P-2

HOLLOW METAL EXTERIOR DOORS & FRAMES:

• PROVIDE FIELD FINISH FEDERAL STANDARD

COLOR #595B #27769, COLOR: PAINT P-2

CANOPY & VESTIBULE CEILING:

• CENTRIA #IW14A, COLOR: BONE WHITE

TRANSLUCENT WALL PANELS:

• KALWALL SHOGI PATTERN, PANEL COLOR WHITE,

TRIM COLOR ANODIZED ALUMINUM

METAL WALL PANEL & ASSOCIATED TRIM:

• CENTRIA, COLOR: #922 LEE IVORY

CAST STONE & PRE-CAST PLINTH / STONE:

• TRI-STATE BRICK AND TILE CO, COLOR CUSTOM #PCW-2

BRICK VENEER:

• TRI-STATE BRICK AND TILE CO., COLOR 460B LIGHT GRAY VELOUR

ALUMINUM TRIM:

• KAWNEER, COLOR CLEAR ANODIZED ALUMINUM

WINDOW GLAZING:

• PPG INDUSTRIES, COLOR SOLARBAN #Z50

ROOFING:

• ENGLERT, COLOR MEDIUM BRONZE

EXTERIOR FINISH NOTES:

THE DESIGN INTENT FOR THE EXTERIOR FINISHES OF THE INTEGRATED TRAINING CENTER (ITC ) IS TO MATCH THE FINISHES OF THE EXISTING JOINT STRIKE FIGHTER ACADEMIC TRAINING CENTER (ATC). THE MATERIALS LISTED BELOW ARE FOR INFORMATION ONLY. THE CONTRACTOR IS NOT LIMITED TO THESE MANUFACTURERS.

THE DESIGN SHOWN IS CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE DESIGN BUILD TEAM TO DETERMINE THE

FINAL DESIGN N ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE RFP AND THE FRD.

E G

L

IN

A

IR

F O

R C

E B

A S

E

F L

O R

ID

A

F -3

A

I N

T E

G R

A T

E D

T R

A

IN

IN

G

C E

N T

A

D E

M

IC

S B

U

IL

D

IN

G P

R O

J E

C T

N O

F

T F

A

M O

B

IL

E D

IS

T

R

IC

T M

O B

IL

E

A

L A

B A

M A

Mobile District

US Army Corps of

Engineers ®

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R N

O

U S

A R

M Y

C O

R P

S

G

IN

E E

R S

SHEET

IDENTIFICATION

1 2 3 4 5

D

C

B

A

C O

P Y

R

IG

B

U R

N S

A N

D M

C D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

FILE:

DATE:

W

A R

D P

A R

K W

A Y

K A

N S

A S

C

IT

Y

M O

B U

R N

S

M c D

O N

N E

L L

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L E

S

IZ

E x

F

IL

E N

A M

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

U M

B E

R

P R

O J E

C T

N U

M B

E R

C A

D D

C O

D E

O C

T O

B E

R

- F T

F A

M B

E V

PRELIMINARY - NOT FOR CONSTRUCTION - FTFA 143913

DRAWINGS WITHIN APPENDIX A ARE

INTENDED AS A SUPPLEMENT TO

SECTION 01 10 10, AND PROVIDED AS

A CONCEPTUAL BASIS OF DESIGN.

FINAL LAYOUT AND DESIGN SHALL BE

THE SOLE RESPONSIBILITY OF THE

DESIGN-BUILD TEAM. ANY CHANGES

TO THE SITE LAYOUT OR FLOOR

PLAN WILL REQUIRE APPROVAL OF

THE CONTRACTING OFFICER.

/2

/2

2/7/2019 7:42:08 PM

A s in d ic a te d

M

T O

L B

E R

T

R

N E

D D

O R

K

E N

N A

L E

Y

104445A-202

-A

-2

J.

K

L

IN

G

A-202

E X

T E

R

IO

R B

U

IL

D

IN

G E

L E

V A

T

IO

N S

SCALE: 1/16" = 1'-0"B1

SOUTH ELEVATION

SCALE: 1/16" = 1'-0"C1

SOUTH ELEVATION - BID OPTION

0 8' 16' 32'

0 8' 16' 32'

SCALE: 1/16" = 1'-0"A1

NORTH ELEVATION

0 8' 16' 32'

A

D E

N D

R

E V

IS

E

E X

T E

R

IO

R F

IN

IS

H N

O T

E S

D

E L E

T E

L E

V E

L A

N N

O T

A T

IO

N

S

/0

/1

M

W T