Am-0005_W9128F-20-R-0001.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0005 W9128F

COMPANY OPERATIONS FACILITIES, PN 77303, INTERSECTION OF BUTTS AND WARFIGHTER ROADS (FY20), FORT

CARSON, COLORADO

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 23 APR 2020 at 1400 hours

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

U.S.ARMY CORPS OF ENGINEERS, OMAHA

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

See Item 6

W9128F-20-R-0001

04/16/2020

02/28/2020

04/16/2020

Am #0005 - 1

Am #0005 - 2 (Continuation SF 30)

16 April 2020 Solicitation No. W9128F 20 R 0001

Date of Issue: 28 FEB 2020 Date of Receiving Proposals: 23 APR 2020

SUBJECT: Amendment No. 0005 to Request for Proposal Solicitation Package for Construction of COMPANY OPERATIONS FACILITIES, PN 77303, INTERSECTION OF

BUTTS AND WARFIGHTER ROADS

TO: Prospective Offerors and Others Concerned

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

a. Specifications. (Descriptive Changes.)

(1) Section 03 30 00.00 10, Page 24, delete paragraph 3.7 in its entirety and replace with the following:

“3.7 NOT USED”

(2) Section 03 45 00, Page 24, paragraph 2.9 “INSULATED PANEL ACCESSORIES”, delete last sentence “Insulation shall be...in the panel” and substitute the following:

“Insulation shall be 4-inches thick, except where required to be tapered to accommodate openings in the panel.”

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

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

Volume 1 of 3 – Six and Seven Company Site Facilities Package:

(1) Sheet CP151, JOINT PLAN – AREA 1

(2) Sheet CP152, JOINT PLAN – AREA 2

(3) Sheet CP153, JOINT PLAN – AREA 3

(4) Sheet CP154, JOINT PLAN – AREA 4

(5) Sheet CT101, SIGNAGE AND STRIPING PLAN – AREA 1

(6) Sheet CT102, SIGNAGE AND STRIPING PLAN – AREA 2

(7) Sheet CT102A, SIGNAGE AND STRIPING PLAN – AREA 2 – OPTION

(8) Sheet CT103, SIGNAGE AND STRIPING PLAN – AREA 3

(9) Sheet CT103A, SIGNAGE AND STRIPING PLAN – AREA 3 - OPTION

(10) Sheet CT104, SIGNAGE AND STRIPING PLAN – AREA 4

(11) Sheet CT104A, SIGNAGE AND STRIPING PLAN – AREA 4 - OPTION

(12) Sheet CT105A, SIGNAGE AND STRIPING PLAN – AREA 5 - OPTION

(13) Sheet CT106A, SIGNAGE AND STRIPING PLAN – AREA 6 - OPTION

(14) Sheet CT107A, SIGNAGE AND STRIPING PLAN – AREA 7 - OPTION

(15) Sheet CT108A, SIGNAGE AND STRIPING PLAN – AREA 8 - OPTION

Am #0005 - 3

(16) Sheet CT109A, SIGNAGE AND STRIPING PLAN – AREA 9 – OPTION

(17) Sheet ES100, ELECTRICAL SITE OVERVIEW

Volume 2 of 3 – Six Company Building Package:

(1) Sheet A-101, COMPOSITE FIRST FLOOR & MEZZANINE PLAN

(2) Sheet A-104, FIRST FLOOR PLAN – AREA “C”

(3) Sheet A-105, FIRST FLOOR PLAN – AREA “D”

(4) Sheet A-306, BUILDING SECTIONS

(5) Sheet A-320, WALL TYPES

(6) Sheet A-510, ROOF DETAILS

(7) Sheet A-511, ROOF DETAILS

(8) Sheet A-601, ROOM FINISH SCHEDULE

(9) Sheet A-603, DOOR SCHEDULE & DETAILS

(10) Sheet EY103, FIRST FLOOR SECURITY PLAN – AREA C

(11) Sheet TN102, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA A

(12) Sheet TN103, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA B

(13) Sheet TN104, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA C

(14) Sheet TN105, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA D

(15) Sheet TN601, TELECOMMUNICATIONS RISER DIAGRAM

Volume 3 of 3 – Seven Company Building Package:

(1) Sheet A-101, COMPOSITE FIRST FLOOR & MEZZANINE PLAN

(2) Sheet A-104, FIRST FLOOR PLAN – AREA “C”

(3) Sheet A-306, BUILDING SECTION

(4) Sheet A-320, WALL TYPES

(5) Sheet A-510, ROOF DETAILS

(6) Sheet A-511, ROOF DETAILS

(7) Sheet A-601, ROOM FINISH SCHEDULE

(8) Sheet A-603, DOOR SCHEDULE & DETAILS

(9) Sheet TN102, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA A

(10) Sheet TN103, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA B

(11) Sheet TN104, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA C

(12) Sheet TN105, FIRST FLOOR TELECOMMUNICATIONS PLAN – AREA D

(13) Sheet TN601, TELECOMMUNICATIONS RISER DIAGRAM

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

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 23 APR 2020.

Attachments:

Drawings listed in 1.c., above

Am #0005 - 4

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

16 APR 2020

nep/2160

WARFIGHTER RD (ASPHALT)

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SEVEN COMPANY COF

FFE = 5890.00'

SEE STRUCTURAL

CANOPY COLUMN PEDESTAL (TYP.)

EXPANSION JOINT AROUND

SEE STRUCTURAL

STRUCTURAL STOOP (TYP.)

EXPANSION JOINT AROUND

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OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

FINISHED GRADE SPOT ELEVATION (ADD 5800)

TOP OF INTEGRAL CURB ELEVATION (ADD 5800)

CP151

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STOP/DO NOT ENTER

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SPEED LIMIT 40

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3 SPACES @ 12'-0" = 36'-0"

3 SPACES @ 15'-8" = 47'-0" 17'-7"

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SIZE = 8"

INV. OUT EAST = 5881.47

INV. IN WEST = 5881.63

RIM = 5890.92

SANITARY MANHOLE

SIZE = 18"

MATERIAL = CPP

INVERT = 5891.236

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.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.3 8'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.5 3'

.6 8'

.8 3'

.0 6'

.8 3'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.6 8'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.8 3'

.9 8'

.3 0'

.5 3'

.2 1'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.9 8'

.0 8'

.8 5'

.6 2'

.3 8'

.1 5'

.9 1'

.6 8'

.5 3'

.3 7'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

.2 3'

T C 5.

'T

C 5.

'T

C 5.

'T

C 6.

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.1 3'

.3 6'

.2 7'

.1 8'

.0 9'

.7 6'

.4 5'

SIX COMPANY COF

FFE = 5894.13

SEE STRUCTURAL

STRUCTURAL STOOP (TYP.)

EXPANSION JOINT AROUND

SEE STRUCTURAL

CANOPY COLUMN PEDESTAL (TYP.)

EXPANSION JOINT AROUND

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:57:22 PM 4/14/2020

C H

C P .d g n

LEGEND

CP153

D

B

IR

K B

Y

J O

IN

T P

L A

N

W .C D

A V

E N

P O

R T

R

LEGEND

.7 5'

TC 92.75'

CONSTRUCTION JOINT (DOWELED)

THICKENED EDGE EXPANSION JOINT

THICKENED EDGE

INTEGRAL CURB

OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

FINISHED GRADE SPOT ELEVATION (ADD 5800)

TOP OF INTEGRAL CURB ELEVATION (ADD 5800)

TP 92.75' TOP OF PAVEMENT ELEVATION (ADD 5800)

W F -2

-R -0

W F -2

-R -0

/2

/2

F -8

-0

F -8

-0

/2

/2

A R

E A

P N

F

Y

P N

F

Y

SEE SHEET CP504

SLAB REINFORCED WITH WELDED WIRE FABRIC

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

T T S R

D (A

S P

H A

L T

B U

T T S R

D (A

S P

H A

L T

MOUNTAIN POST

BULK FUEL FACILITY

BUTTS HOT

REFUEL FACILITY

W/ LEFT ARROW PLAQUE

PEDESTRIAN

W/ ARROW PLAQUE

MOUNTAIN POST

BULK FUEL FACILITY

TO FUEL FARM

TO FUEL FARM

SIZE = 40"

MATERIAL = CPP

INVERT = 5876.39

SIZE = 4"

MATERIAL = PVC

INVERT = 5876.73

SIZE = 4"

MATERIAL = PVC

INVERT = 5876.77

SIZE = 6"

MATERIAL = PVC

INVERT = 5879.49

SIZE = 6"

MATERIAL = PVC

INVERT = 5879.50

SIZE = 6"

MATERIAL = PVC

INVERT = 5879.52

SIZE = 12"

MATERIAL = RCP

INVERT = 5879.54

SIZE = 12"

MATERIAL = RCP

INVERT = 5879.86

SIZE = 12"

MATERIAL = RCP

INVERT = 5880.29

SIZE = 6"

MATERIAL = RCP

INVERT = 5881.22

SIZE = 12"

MATERIAL = RCP

INVERT = 5881.37

C

CB INV. OUT WEST = NOT RECORDED

RIM = 5883.02

STORM DRAIN CATCH BASIN

C

H A

IN

L

IN

K

C

H A

IN

L

IN

K

8' CHAIN LINK

8' CHAIN LINK

31 SPACES @ 15'-2" = 471'-0" 3 SPACES @ 15'-8" = 46'-11"

S

P A

C E

S

11.33'

S

P A

C E

S

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

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IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

.3 8'

.3 8'

.3 8'

.3 8'

.1 5'

.0 4'

.0 5'

.2 1'

.5 3'

.5 3'

.5 3'

.5 3'

.6 8'

.6 8'

.6 8'

.6 8'

.3 6'

.0 6'

.0 9'

.5 1'

.8 3'

.8 3'

.8 3'

.8 3'

.9 8'

.9 8'

.9 8'

.9 8'

.6 6'

.2 4'

.2 3'

.2 3'

.2 3'

.2 3'

.1 6'

.0 7'

.9 2'

.9 3'

.9 4'

.9 5'

.9 5'

.9 6'

.9 7'

T C 2.

T C 2.

T C 2.

T C 2.

T C 2.

T C 1.

.1 3'

.1 3'

.1 3'

.1 3'

.3 7'

.4 3'

.8 1'

.3 9'

SEE STRUCTURAL

CANOPY COLUMN PEDESTAL (TYP.)

EXPANSION JOINT AROUND

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:03:42 PM 4/14/2020

C H

C P .d g n

LEGEND

CP154

D

B

IR

K B

Y

J O

IN

T P

L A

N

W .C D

A V

E N

P O

R T

R

.7 5'

TC 92.75'

CONSTRUCTION JOINT (DOWELED)

THICKENED EDGE EXPANSION JOINT

THICKENED EDGE

INTEGRAL CURB

OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

FINISHED GRADE SPOT ELEVATION (ADD 5800)

TOP OF INTEGRAL CURB ELEVATION (ADD 5800)

TP 92.75' TOP OF PAVEMENT ELEVATION (ADD 5800)

W F -2

-R -0

W F -2

-R -0

/2

/2

F -8

-0

F -8

-0

/2

/2

A R

E A

P N

F

Y

P N

F

Y

5SEE SHEET CP504

SLAB REINFORCED WITH WIRE FABRIC

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

C

H A

IN

L

IN

K

9'

9'

9'

9'

9'

9'

S O

L

IC

IT

A T

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N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

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N

A

M A

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S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

30" X 30"

PLACE R1-1

4" SW (TYP.)

4" SW (TYP.)4" SW (TYP.)

4" SW (TYP.)

AHEAD

YELLOW-GREEN

COLOR = FLOURESCENT

W/ W16-7PL (24" X 12" BELOW

PLACE W11-2 (30" X 30")

YELLOW-GREEN

COLOR = FLOURESCENT

W/ W16-9PL (24" X 12") BELOW

PLACE W11-2 (30" X 30")

SEVEN COMPANY COF

24" SW (TYP.)

CROSSWALK STRIPING

24" SW (TYP.)

STOP LINE

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:32:29 AM 4/14/2020

E N

U M

B E

R

F C

C H

C T .d g nW

F -2

-R -0

W F -2

-R -0

W

D A

V E

N P

O R

T A

R E

A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

CT101

D

B

IR

K B

Y

D

B

IR

K B

Y

W

D A

V E

N P

O R

T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

T T S R

D (A

S P

H A

L T

RIGHT LANE ENDS

ONE WAY

PEDESTRIAN

W/ ARROW PLAQUE

ONE WAY

LEFT

OBJECT MARKER

W/ BUTTS-WARFIGHTER ABOVE

STOP/DO NOT ENTER

CENTER

OBJECT MARKER

W/ ONE WAY ABOVE

STOP/DO NOT ENTER

SPEED LIMIT 40

ROAD CLOSED FOR PT

OBJECT MARKER LEFT

WARFIGHTER RD (ASPHALT)

WARFIGHTER RD (ASPHALT)

WARFIGHTER RD (ASPHALT)

9'

9'

9'

9'

6'

16'

9'

24'

S O

L

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N N

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D A

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C O

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C T N

O

C H

E C

K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

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A M

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C O

M P

A N

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P E

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T

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N S F

A C

IL

IT

IE

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IN

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E R

S E

C T

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N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

INTERSECTION DETAILS

SEE CS401 FOR

PARKING

RESERVED

W/ R7-8PL BELOW (12" X 6")

PLACE R7-8 (18" X 12")

(TYP. OF 5)

PLACE R7-8 (18" X 12")

PARKING

RESERVED

8" SW (TYP.)

ACCESSIBILITY MARKING (TYP.)

SEVEN COMPANY COF

24" SW (TYP.)

STOP LINE

24" SW (TYP.)

STOP LINE

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:30:34 AM 4/14/2020

E N

U M

B E

R

F C

C H

C T .d g nW

F -2

-R -0

W F -2

-R -0

W

D A

V E

N P

O R

T A

R E

A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

CT102

D

B

IR

K B

Y

D

B

IR

K B

Y

W

D A

V E

N P

O R

T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

T T S R

D (A

S P

H A

L T

RIGHT LANE ENDS

PEDESTRIAN

W/ ARROW PLAQUE

LEFT

OBJECT MARKER

W/ BUTTS-WARFIGHTER ABOVE

STOP/DO NOT ENTER

CENTER

OBJECT MARKER

W/ ONE WAY ABOVE

STOP/DO NOT ENTER

ROAD CLOSED FOR PT

OBJECT MARKER LEFT

WARFIGHTER RD (ASPHALT)

WARFIGHTER RD (ASPHALT)

WARFIGHTER RD (ASPHALT)

C

9'

9'

9'

9'

6'

16'

9'

24'

S O

L

IC

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A T

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N N

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D E

S

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N E

D B

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D E

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IP

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T E

D B

Y

D A

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C O

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C H

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K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

RESET "ONE WAY" SIGN

RESET "ONE WAY" SIGN

INTERSECTION DETAILS

SEE CS401 FOR

PARKING

RESERVED

W/ R7-8PL BELOW (12" X 6")

PLACE R7-8 (18" X 12")

(TYP. OF 5)

PLACE R7-8 (18" X 12")

PARKING

RESERVED

8" SW (TYP.)

ACCESSIBILITY MARKING (TYP.)

SEVEN COMPANY COF

LIMIT 40" SIGN

RESET "SPEED

4" SW

N 1,309,541.48

E 3,207,014.89

N 1,309,541.48

E 3,206,934.03

STRIPING

MATCH EXISTING

24" SW (TYP.)

STOP LINE

24" SW (TYP.)

STOP LINE

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:12:19 PM 4/14/2020

E N

U M

B E

R

F C

C H

C T

A .d g n

O P

T

IO

N O

P T

IO

N

W F -2

-R -0

W F -2

-R -0

W .C .D

A V

E N

P O

R T

A R

E A

S

IN

G A

G E A

N D S

T R

IP

IN

G P

L A

N

CT102A

D

B

IR

K B

Y

D

B

IR

K B

Y

W .C .D

A V

E N

P O

R T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

SIZE = 18"

MATERIAL = CPP

INVERT = 5891.236

C

H A

IN

L

IN

K

9'

9'

9'

9'

9'

9'

9'

9'

12'

16'

26'

S O

L

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A T

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S U

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T E

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Y

D A

T E

C O

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R A

C T N

O

C H

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K E

D B

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D R

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N B

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IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

30" X 30"

PLACE R1-1

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

SIX COMPANY COF

PARKING

RESERVED

W/ R7-8PL BELOW (12" X 6")

PLACE R7-8 (18" X 12")

(TYP. OF 5)

PLACE R7-8 (18" X 12")

PARKING

RESERVED

8" SW (TYP.)

MARKING (TYP.)

ACCESSIBILITY

24" SW (TYP.)

STOP LINE

MATCH EXISTING STRIPING

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:16:01 PM 4/14/2020

E N

U M

B E

R

F C

C H

C T .d g nW

F -2

-R -0

W F -2

-R -0

W

D A

V E

N P

O R

T A

R E

A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

CT103

D

B

IR

K B

Y

D

B

IR

K B

Y

W

D A

V E

N P

O R

T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

SIZE = 18"

MATERIAL = CPP

INVERT = 5891.236

C

H A

IN

L

IN

K

9'

9'

9'

9'

9'

9'

9'

9'

12'

16'

26'

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

30" X 30"

PLACE R1-1

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

4" SW (TYP.)

SIX COMPANY COF

PARKING

RESERVED

W/ R7-8PL BELOW (12" X 6")

PLACE R7-8 (18" X 12")

(TYP. OF 5)

PLACE R7-8 (18" X 12")

PARKING

RESERVED

8" SW (TYP.)

4" DSY

MARKING (TYP.)

ACCESSIBILITY

24" SW (TYP.)

STOP LINE

MATCH EXISTING STRIPING

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:22:28 PM 4/14/2020

E N

U M

B E

R

F C

C H

C T

A .d g n

O P

T

IO

N O

P T

IO

N

W F -2

-R -0

W F -2

-R -0

W .C .D

A V

E N

P O

R T

A R

E A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

CT103A

D

B

IR

K B

Y

D

B

IR

K B

Y

W .C .D

A V

E N

P O

R T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

T T S R

D (A

S P

H A

L T

B U

T T S R

D (A

S P

H A

L T

MOUNTAIN POST

BULK FUEL FACILITY

BUTTS HOT

REFUEL FACILITY

W/ LEFT ARROW PLAQUE

PEDESTRIAN

W/ ARROW PLAQUE

MOUNTAIN POST

BULK FUEL FACILITY

C

H A

IN

L

IN

K

C

H A

IN

L

IN

K

8' CHAIN LINK

8' CHAIN LINK

9'

9'

9'

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

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P E

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IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" SW (TYP.)

4" SW (TYP.)

SIX COMPANY COF

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:27:12 PM 4/14/2020

E N

U M

B E

R

F C

C H

C T .d g nW

F -2

-R -0

W F -2

-R -0

W

D A

V E

N P

O R

T A

R E

A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

CT104

D

B

IR

K B

Y

D

B

IR

K B

Y

W

D A

V E

N P

O R

T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

T T S R

D (A

S P

H A

L T

B U

T T S R

D (A

S P

H A

L T

C

H A

IN

L

IN

K

C

H A

IN

L

IN

K

8' CHAIN LINK

8' CHAIN LINK

9'

9'

9'

12'

12'

12'

12'

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" SW (TYP.)

4" SW (TYP.)

PLAQUE" SIGN

FACILITY W/ LEFT ARROW

RESET "BUTTS HOT REFUEL

ARROW PLAQUE" SIGN

RESET "PEDESTRIAN W/

FUEL FACILITY" SIGN

RESET "MOUNTAIN POST BULK

SIX COMPANY COF

24" SW (TYP.)

CROSSWALK STRIPING

FUEL FACILITY" SIGN

RESET "MOUNTAIN POST BULK

4" SW

24" SW (TYP.)

CROSSWALK STRIPING

4" SW

STRIPING

MATCH EXISTING

4" SW

PAVEMENT EDGE

PLACE 6" FROM

4" SW EDGE LINE

4" DSY

N 1,310,074.12

E 3,207,013.81

N 1,309,612.16

E 3,207,015.67

PAVEMENT EDGE

PLACE 6" FROM

4" SW EDGE LINE

4" DSY

N 1,309,999.64

E 3,207,015.46

N 1,309,964.54

E 3,207,015.92

N 1,309,877.74

E 3,207,017.24

N 1,309,840.20

E 3,207,018.20

ARROW (TYP.)

RIGHT TURN

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:31:27 PM 4/14/2020

E N

U M

B E

R

F C

C H

C T

A .d g n

O P

T

IO

N O

P T

IO

N

W F -2

-R -0

W F -2

-R -0

W .C .D

A V

E N

P O

R T

A R

E A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

CT104A

D

B

IR

K B

Y

D

B

IR

K B

Y

W .C .D

A V

E N

P O

R T

A N

S I

D

/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

C

H A

IN

L

IN

K

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

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O L A

V E

O M

A H

A

N E

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A R

S O

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C O

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U M

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F

IL

E N

A M

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C O

M P

A N

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P E

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T

IO

N S F

A C

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IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" DSY

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:34:11 PM 4/14/2020

E N

U M

B E

R

W .C .D

A V

E N

P O

R T

A R

E A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

D

B R

IK

B Y

D

B

IR

K B

Y

W .C .D

A V

E N

P O

R T

A N

S I

D O

P T

IO

N O

P T

IO

N F

C C

H C

T

A .d g n

W F -2

-R -0

W F -2

-R -0

/2

/2

F -8

-0

F -8

-0

CT105A

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

T T S R

D (A

S P

H A

L T

C

H A

IN

L

IN

K

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

PAVEMENT EDGE

PLACE 6" FROM

4" SW EDGE LINE

4" DSY

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:38:45 PM 4/14/2020

E N

U M

B E

R

W .C .D

A V

E N

P O

R T

A R

E A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

D

B

IR

K B

Y

D

B

IR

K B

Y

W .C .D

A V

E N

P O

R T

A N

S I

D O

P T

IO

N O

P T

IO

N F

C C

H C

T

A .d g n

W F -2

-R -0

W F -2

-R -0

/2

/2

F -8

-0

F -8

-0

CT106A

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

3"

C

H A

IN

L

IN

K

C

H A

IN

L

IN

K

LS

LS

LS

3" 4" 4"

LS 3"

4"

LS

4"

4"

LS

LS

LS

4"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

R

F

IL

E N

A M

E

C O

M P

A N

Y O

P E

R A

T

IO

N S F

A C

IL

IT

IE

S

IN

T

E R

S E

C T

IO

N O

F B

U T

T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" DSY

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:44:55 PM 4/14/2020

E N

U M

B E

R

W .C .D

A V

E N

P O

R T

A R

E A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

D

B

IR

K B

Y

D

B

IR

K B

Y

W .C .D

A V

E N

P O

R T

A N

S I

D O

P T

IO

N O

P T

IO

N F

C C

H C

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A .d g n

W F -2

-R -0

W F -2

-R -0

/2

/2

F -8

-0

F -8

-0

CT107A

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

N

T T S R

D (A

S P

H A

L T

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IN

L

IN

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S O

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N N

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D E

S

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D E

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A

M A

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S

IZ

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S U

B M

IT

T E

D B

Y

D A

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C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

O M

A H

A

N E

R T C

A R

S O

N

C O

L O

R A

E N

U M

B E

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IL

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A M

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C O

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A N

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N S F

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IE

S

IN

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S E

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T S A

N D W

A R

F

IG

H T

E R R

O A

D S

P N

F

Y

1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

4" DSY

PAVEMENT EDGE

PLACE 6" FROM

4" SW EDGE LINE

STRIPING

MATCH EXISTING

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:48:29 PM 4/14/2020

E N

U M

B E

R

W .C .D

A V

E N

P O

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A R

E A

S

IG

N A

G E A

N D S

T R

IP

IN

G P

L A

N

D

B

IR

K B

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D

B

IR

K B

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W .C .D

A V

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P O

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A N

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D O

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N O

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N F

C C

H C

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A .d g n

W F -2

-R -0

W F -2

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/2

/2

F -8

-0

F -8

-0

CT108A

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

E V

IS

IO

WILDERNESS RD (ASPHALT)

C

H A

IN

L

IN

K

CBCB

CB

CB

3" 4"

3"

S O

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A T

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N N

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N E

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D A

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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A H

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E R R

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D S

P N

F

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1 2

7 8

30' 60'0

SCALE: 1" = 30'-0"

N

N

KEY PLAN

SCALE 1" = 500'

STOP LINE

30" X 30"

PLACE R1-1

4" DSY

LEGEND

4"DSY 4" DOUBLE SOLID YELLOW NO PASSING LINES

4"SY 4" SOLID YELLOW LINE

4"SW 4" SOLID WHITE LINE

4" BW 4" BROKEN WHITE LINE

8"SY 8" SOLID YELLOW LINE

8"SW 8" SOLID WHITE LINE

24"SW 24" SOLID WHITE LINE

SEE SHEET CT501 FOR SIGNAGE AND

STRIPING DETAILS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:09:55 PM 4/14/2020

E N

U M

B E

R

O P

T

IO

N O

P T

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N F

C C

H C

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A .d g n

W F -2

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W F -2

-R -0

W .C .D

A V

E N

P O

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A R

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IG

N A

G E A

N D S

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IN

G P

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CT109A

D

B

IR

K B

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D

B

IR

K B

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W .C .D

A V

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P O

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A N

S I

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/2

/2

F -8

-0

F -8

-0

P N

F

Y

P N

F

Y

/1

/2

A M

E N

D G

E N

E R

A L R

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IS

IO

N S

/1

/2

A M

E N

D G

E N

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A L R

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IS

IO

I

EXERCISE AREA

ELEVATION - 5891.150

EASTING - 3207357.184

NORTHING - 1311677.109

Fountain

I

G

G

WARFIGHTER RD (ASPHALT)

B U

T T S R

D

A S

P H

A L T

B U

T T S R

D (A

S P

H A

L T

B U

T T S R

D (A

S P

H A

L T

B U

T T S R

D (A

S P

H A

L T

B U

T T S R

D (A

S P

H A

L T

WILDERNESS RD (ASPHALT)

WILDERNESS RD (ASPHALT)

HEIGHT=4'

DIAMETER=6"

HEIGHT=4'

DIAMETER=6"

HEIGHT=4'

DIAMETER=6"

HEIGHT=4'

DIAMETER=6"

HEIGHT=4'

DIAMETER=6"

HEIGHT=4'

DIAMETER=6"

HEIGHT=3.5'

DIAMETER=6"

TYP. HEIGHT = 4'

TYP. DIAMETER = 6"

TYP. HEIGHT = 4'

TYP. DIAMETER = 7"

HEIGHT = 4'

DIAMETER = 6"

HEIGHT = 4'

DIAMETER = 6"

HEIGHT = 4'

DIAMETER = 6"HEIGHT = 4'

DIAMETER = 6"

HEIGHT=3.5'

DIAMETER=8"

WILDERNESS RD (ASPHALT)

BULK FUEL FACILITY

MOUNTAIN POST

W/ LEFT ARROW PLAQUE

REFUEL FACILITY

BUTTS HOT

RIGHT LANE ENDS

ONE WAY

W/ ARROW PLAQUE

PEDESTRIAN

ONE WAY

W/ ARROW PLAQUE

PEDESTRIAN

SPEED LIMIT 40

ROAD CLOSED FOR PT

BULK FUEL FACILITY

MOUNTAIN POST

OBJECT MARKER LEFT

E

S

CANOPY

S

S

CB

CB

S

I

I

CBCB

CO

C

D

E

I

I

S

E

CO

E

E

W

T T S R

D

A S

P H

A L T

B U

T T S R

D

A S

P H

A L T

B U

T T S R

D

A S

P H

A L T

B U

T T S R

D

A S

P H

A L T

AIRFIELD RD (ASPHALT)

WARFIGHTER RD (ASPHALT)

WARFIGHTER RD (ASPHALT)

CO

CO

M

E

E

E

CO

L

G

E

CO

L

E

COE

E

CO

C

EE

CO

CO

CO

CO

T

CO

CO

CO

D

E

CP

E

CO

CO

E

E

MM

E

CP

CO

E

CP

E

M

CO

M

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CO

E E

CO

CO

S

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CO

SS

S

C

CP

G

E

G

G

C

W

CB

D

W

W

W

W

W

WW W

S

E

EE

S

M

M

E

E

S

E

E

CP

CP

G

E

D

CB

M

S

CP

CP

D

CB

E

S

S

CB

CB

C

CB

CB

G

SS

G

S

W W

SS

LS

HEIGHT = 5'

DIAMETER = 3"

HEIGHT = 3'

DIAMETER = 8"

CBS

CBCB

E

S

CB

CB

CB

LS

E

LS

CB

CO

CP

E

CO

CO

S

CO

LS

CB S

G

CB

LS

LS

LS

LS

LS

LS

LS

S

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CB

CO

CB

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CB

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CB

CB

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CB

CB

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CB

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CB

CB

C

E

E

G

G

CBCB

E

G

CB

CB

C

G

G

E

E

C

CB

G

C

CO

INVERT = 5842.395

MATERIAL = RCP

DIAMETER = 18"

S O

L

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A T

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N N

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D E

S

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N E

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D E

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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F E

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A H

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4C

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8C

1HL1-34

2P

4S 4S

2P

2P

2P

2P

4S 4S

2P

BB

BB

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

AA

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:30:45 AM 4/14/2020

...\FC\FCCH\40000 Design Products\CAD_BIM\_Sheets\FCCHES100.dgn

C H

E S .d g n

F C

C H

E S .d g n

N

300' 600'0

NOTES:

ES100

E L E

C T

R

IC

A L S

IT

E O

V E

R V

IE

W E

L E

C T

R

IC

A L S

IT

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V E

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ES100

D

O T

T E

R B

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D .O

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E R

B Y

F -8

-0

F -8

-0

D .O

T T

E R

B Y

D

O T

T E

R B

Y W

F -2

-R -0

W F -2

-R -0

S L

IN

D G

R E

N

S L

IN

D G

R E

N S L

IN

D G

R E

N

S L

IN

D G

R E

N

P N

F

Y

P N

F

Y

/2

/2

/2

/2

THE CONSTRUCTION CONTACTOR. COORDINATE SWITCHING WITH COR.

10. ALL SWITCHING SHALL BE PERFORMED BY THE BASE OPERATIONS CONTRACTOR, NOT

EQUIPMENT LOCATIONS.

ES100 PLANS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ACTUAL DEVICE AND

9. NEW AND EXISTING EQUIPMENT LOCATIONS AND DUCT/CABLE ROUTING INDICATED ON

THE SIZE INDICATED.

TERMINALS WILL ACCEPT. CONDUCTORS BETWEEN SPLICING JUNCTION BOXES SHALL BE

CONDUCTORS TO THE TERMINALS SHALL BE THE MAXIMUM PERMISSIBLE THAT THE

CONDUCTOR SIZE IS TOO LARGE FOR DEVICE/CIRCUIT BREAKER TERMINALS.

8. PROVIDE SPLICING JUNCTION BOXES WITHIN 10 FEET OF EACH RACEWAY END WHERE

7. KEYED NOTES ARE SHOWN ON AREA PLANS AND OMITTED FROM COMPOSITE.

EXISTING ROAD AND PARKING LOT CROSS SECTION.

SURFACES THAT ARE TO REMAIN IN PLACE AFTER CONSTRUCTION. REPAIR SHALL MATCH

6. CONTRACTOR SHALL REPAIR ANY CUTS MADE TO EXISTING ROAD AND PARKING LOT

32 31 00.00 10 CHAIN LINK FENCE.

5. PROVIDE FENCE GROUNDING SYSTEM IN ACCORDANCE WITH SPECIFICATION SECTION

NECESSARY ADJUSTMENTS.

4. IF EQUIPMENT VARIES FROM BASIS OF DESIGN, CONTRACTOR SHALL MAKE ALL

UNLESS OTHERWISE NOTED.

3. ALL LIGHTING POLES TO BE MOUNTED ON 3'-0" CONCRETE BASE ABOVE FINISHED GRADE

LCP LOCATIONS.

CONDUIT ROUTING WITH INTERIOR LIGHTING PLANS. SEE EL SHEETS IN VOLUME 2 FOR

BRANCH PANELBOARD CIRCUITING INDICATING ON SITE PLAN HOME RUNS. COORDINATE

OTHERWISE NOTED. CIRCUITS ROUTED TO BRANCH PANELBOARD VIA CONTACTOR.

2. EXTERIOR LIGHTING CIRCUITS ARE 2-#10 & #10G IN 3/4" PVC CONDUIT UNLESS

1. SEE SHEET ES506 FOR LIGHTING FIXTURE SCHEDULE AND DETAILS.

(APPLICABLE TO THIS SHEET AND ELECTRICAL SITE SHEETS ES101 THRU ES118)

G E

N E

R A

L R

E V

IS

IO

N S

/1

/2

UP UPUPUPUPUP UP UPUPUPUPUP

DN DNDNDNDNDN DN DNDNDNDNDN

A-206

A-206

A-306

A-306

A-204

A-204

A-205

A-205

A-201

A-201

131 125

120 119

109A

108A

107A 105 103 104

106A 102A

106B

160A 159A 158A

138E138C

138D

138B 138A

137E137C

137D

137B137A 136E136C

136D

136B136A

102B

136F 137F 138F

159160161

COVERED HARDSTAND

379'-0"

135A 135B 135C

135D

139137134

135E

135F

'-4

'-1 1"

'-7

'-9

98'-4" 169'-3 1/8"

98'-4"

'-5

/8

'-1

1"

A-301

20'-4 3/8"18'-2 3/8" 169'-7 1/8"

'-0

1 3 4 6 7 8 9 10

10.7

13 14

14.7

17 18 19 20 21 23 24 26

A

B

C

D

E

F

A-304

134A 134B 134C

134D

134E

134F

139B 139C

139D

139E 139F

139A

'-4

101 141 140146152122 116 110

0'

-3

475'-9"

5 11 2212

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

100A 100B

54'-2 3/8"42'-6 5/8"

201B 201C 201D 201E

202A 202B 202C 202D 203A

203B 203C 203D

204A 204B 204C 204D 204E 205A

205B 205C 205D

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

'-1

1"

1 3 4 6 7 8 9 10 10.7 13 14 14.7 17 18 19 20 21 23 24 26

C

D

E

15 255 11 2212

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

475'-9"

201A

GENERAL NOTES (COMPOSITE & AREA PLANS):

1. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS

SHALL OCCUR AT THE CENTER LINE OF THE DOOR PANEL

IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

2. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEET.

3. DOOR SCHEDULES MAY BE FOUND ON A-603 SHEET.

4. WINDOW SCHEDULES MAY BE FOUND ON A-604 SHEETS.

5. SEE A-320/A321 FOR WALL TYPE DETAILS

6. PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING

ON ALL EXPOSED GWB SURFACES. PROVIDE AT CORNERS

OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING

FEATURES WHENEVER POSSIBLE.

7.DO NOT SCALE FROM DRAWINGS.

8.SEE CIVIL SITE PLAN FOR BUILDING LOCATION

9.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL

WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR

TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL

VERIFY THE ACTUAL SIZE REQUIRED FOR EACH OPENING.

10.SEE STRUCTURAL DRAWINGS FOR C.J. LOCATIONS

11.DOOR OPENINGS IN STUD WALLS SHALL BE LOCATED 4"

AWAY FROM ADJACENT PERPENDICULAR WALLS, U.N.O..

12.DOOR OPENINGS IN CONCRETE WALLS SHALL BE LOCATED

8" AWAY NOMINALLY FROM ADJACENT PERPENDICULAR

WALLS, U.N.O..

13.FOR KEYNOTE #13 (METAL LADDER) SEE DETAIL ON SHEET

5/A-702.

US Army Corps of Engineers ®

SHEET ID

U S

AR

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PS

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A-101

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PLAN NORTH

0 10' 20' 40'

1/32" = 1'-0"A-201

1 FIRST FLOOR PLAN

1/32" = 1'-0"A-301

2 MEZZANINE PLAN

ROOM SCHEDULE

NUMBER NAME

202A PLATOON OFFICE

202B PLATOON OFFICE

202C PLATOON OFFICE

202D PLATOON OFFICE

203 MEZZANINE

203A PLATOON OFFICE

203B PLATOON OFFICE

203C PLATOON OFFICE

203D PLATOON OFFICE

204 MEZZANINE

204A PLATOON OFFICE

204B PLATOON OFFICE

204C PLATOON OFFICE

204D PLATOON OFFICE

204E TELECOM ROOM

205 MEZZANINE

205A PLATOON OFFICE

205B PLATOON OFFICE

205C PLATOON OFFICE

205D PLATOON OFFICE

ROOM SCHEDULE

NUMBER NAME

148 CO.CDR.

149 STOR/PRINT

150 1 SG

151 TRAINING ROOM

152 CORR.

153 XO

154 CO.CDR.

155 STOR/PRINT

156 1 SG

157 TRAINING ROOM

158 CONFERENCE

158A STOR.

159 CONFERENCE

159A STOR.

160 CONFERENCE

160A STOR.

161 FIRE SUPPRESSION

162 MECHANICAL

163 SIPR ROOM

164 MAIN COMM ROOM

165 ELECT. ROOM

166 COVERED HARDSTAND

200 PLATOON OFFICE

200 MEZZANINE

201 MEZZANINE

201A TELECOM

201B PLATOON OFFICE

201C PLATOON OFFICE

201D PLATOON OFFICE

201E PLATOON OFFICE

202 MEZZANINE

ROOM SCHEDULE

NUMBER NAME

136E VAULT

136F JAN.

137 READINESS BAY D TA-50 STORAGE

137A SECURE NON-SENS STORAGE

137B UNIT STOR.

137C COM. STOR.

137D NBC STOR.

137E VAULT

137F JAN.

138 READINESS BAY E TA-50 STORAGE

138A SECURE NON-SENS STORAGE

138B UNIT STOR.

138C COM. STOR.

138D NBC STOR.

138E VAULT

138F JAN.

139 READINESS BAY F TA-50 STORAGE

139A JAN.

139B VAULT

139C COM. STOR.

139D NBC STOR.

139E UNIT STOR.

139F SECURE NON-SENS STORAGE

140 CORR.

141 XO

142 CO.CDR.

143 STOR/PRINT

144 1 SG

145 TRAINING ROOM

146 CORR.

147 XO

ROOM SCHEDULE

NUMBER NAME

122 CORR.

123 PLATOON OFFICE

124 PLATOON OFFICE

125 STOR/PRINT

126 PLATOON OFFICE

127 PLATOON OFFICE

128 CORR.

129 TRAINING ROOM

130 1 SG

131 STOR/PRINT

132 CO.CDR.

133 XO

134 READINESS BAY A TA-50 STORAGE

134A SECURE NON-SENS STORAGE

134B UNIT STOR.

134C COM. STOR.

134D NBC STOR.

134E VAULT

134F JAN.

135 READINESS BAY B TA-50 STORAGE

135A SECURE NON-SENS STORAGE

135B UNIT STOR.

135C COM. STOR

135D NBC STOR.

135E VAULT

135F JAN.

136 READINESS BAY C TA-50 STORAGE

136A SECURE NON-SENS STORAGE

136B UNIT STOR.

136C COM. STOR

136D NBC STOR.

ROOM SCHEDULE

NUMBER NAME

100 VESTIBULE

100A VESTIBULE

100B VESTIBULE

101 CORRIDOR

102 WOMEN

102A VEST.

102B VEST.

103 VENDING/RECYCLE

104 JANITOR

105 RECYCLE/STOR

106 MEN

106A VEST.

106B VEST.

107 CONFERENCE

107A STOR.

108 CONFERENCE

108A STOR.

109 CONFERENCE

109A STOR.

110 CORR.

111 TRAINING ROOM

112 1 SG

113 STOR/PRINT

114 CO.CDR.

115 XO

116 CORR.

117 TRAINING ROOM

118 1 SG

119 STOR/PRINT

120 CO.CDR.

121 XO

KEY PLAN

NOT TO SCALE

AREA A AREA B AREA C AREA D

GROSS SQUARE FOOTAGE: ACTUAL: DD1391 AUTHORIZED:

ADMINISTRATION MODULE: 15,962 SF 16,100 SF

READINESS MODULE: 35,763 SF 46,000 SF

MEZZANINE: 10,201 SF -

TOTAL: 61,926 SF 62,100 SF

COVERED HARDSTAND: 11,370 SF 11,380 SF

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

G

EN

ER

AL

R

EV

IS

IO

N

S

/1 6/

2 0

UPUP UP UP

FD

VESTIBULE

SIPR ROOM

MAIN COMM

ROOM

ELECT. ROOM

MECHANICAL

STOR.

160A

STOR.

159A

STOR.

158A

CONFERENCE

TRAINING ROOM

1 SG

STOR/PRINT

READINESS BAY E

TA-50 STORAGE

VAULT

138E

COM. STOR.

138C

NBC STOR.

138D

UNIT STOR.

138B

SECURE

NON-SENS

STORAGE

138A

VAULT

137E

COM. STOR.

137C

NBC STOR.

137D

UNIT STOR.

137B

SECURE

NON-SENS

STORAGE

137A

JAN.

137F

JAN.

138F

CONFERENCE

CONFERENCE

FIRE

SUPPRESSION

READINESS BAY

D TA-50 STORAGE

'-5

/8

13 14

14.7

17 18 19

A

B

C

D

E

16410

2A

136F

137A

137BB

137E

137F

138A

138BB

138E

138F

158A159A

159160

160A

138137

C137B

C137D

C137C

C138B

C138D

C138C

6'-4" 62'-8" 6'-4"

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

M

AT

C H

L

IN

E A-

4"

4"

3'-4" 16'-9" 6'-4" 12'-11 5/8" 22'-2" 6'-4" 5'-8" 6'-0" 8'-0" 6'-0" 8'-0" 6'-0" 8'-0" 6'-0"

10'-4 7/8" 14'-1 1/2" 14'-1 1/4" 14'-3 1/4" 12'-8 1/4"

1A

3A

3A

8' -3

/2

'-1 1"

'-5

/2

7' -4

/8

'-6

/8

4' -8

/8

'-9

/4

9'-5 3/8" 18'-6 3/8" 9'-8 1/2" 8'-3 1/8" 23'-7 7/8" 9'-5 3/8" 18'-6 3/8" 9'-8 1/2" 8'-3 1/8"

6' -4

3'

-4

8" 3'

-4

6' -6

6" 3'

-4

2' -4

/8

'-2

3A

9' -1

1"

'-3

6' -8

4'

-0

8" 3'

-4

6' -5

6' -8

4'

-0

3A

3A

4" 1'-1 1/4" 3 1/2" 11 1/4"

'-9

'-9

'-2

'-2

5'-5 1/2"

'-1

1/

2"

'-0

/2

7' -0

/8

5'

-0

1'-1 5/8"

1'-1 1/2"

6'-2 1/8"

8 3/8" 3'-4"

1'-3 5/8"

5'-3 3/8" 5'-5 1/8"

50'-0" 7'-6"

7' -8

A A A A

FECFEC

13 13

MATCH LINE A-107

MATCH LINE A-104

137G 138G

SM

RM RM

50'-0" 7'-6" 10'-7 1/4"

5' -0

7'

-0

/8

GENERAL NOTES (COMPOSITE & AREA PLANS):

1. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS

SHALL OCCUR AT THE CENTER LINE OF THE DOOR PANEL

IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

2. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEET.

3. DOOR SCHEDULES MAY BE FOUND ON A-603 SHEET.

4. WINDOW SCHEDULES MAY BE FOUND ON A-604 SHEETS.

5. SEE A-320/A321 FOR WALL TYPE DETAILS

6. PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING

ON ALL EXPOSED GWB SURFACES. PROVIDE AT CORNERS

OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING

FEATURES WHENEVER POSSIBLE.

7.DO NOT SCALE FROM DRAWINGS.

8.SEE CIVIL SITE PLAN FOR BUILDING LOCATION

9.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL

WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR

TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL

VERIFY THE ACTUAL SIZE REQUIRED FOR EACH OPENING.

10.SEE STRUCTURAL DRAWINGS FOR C.J. LOCATIONS

11.DOOR OPENINGS IN STUD WALLS SHALL BE LOCATED 4"

AWAY FROM ADJACENT PERPENDICULAR WALLS, U.N.O..

12.DOOR OPENINGS IN CONCRETE WALLS SHALL BE LOCATED

8" AWAY NOMINALLY FROM ADJACENT PERPENDICULAR

WALLS, U.N.O..

13.FOR KEYNOTE #13 (METAL LADDER) SEE DETAIL ON SHEET

5/A-702.

WALL TAG - SEE SHEETS A-320/A-320 1i

101 DOOR TAG - SEE SHEET A-601 FOR DOOR TYPES

DS DOWNSPOUT - SEE SHEET A-701/A-702

EWC ELECTRIC WATER COOLER

FEB FIRE EXTINGUISHER BRACKET

- WALL MOUNTED - TOP @ 5'-0" AFF

- FIRE EXT. TO BE 2A:10B:C (GFCI, NIC)

MB MARKER BOARD - SEE SHEET A-411 FOR DETAILS

CG CORNER GUARD SEE SHEET A701/A702 FOR

DETAILS

BD 6'-0"W X 3'-0"H RECESSED BUILDING DIRECTORY

FEC FIRE EXTINGUISHER CABINET - SEE SHEET

A-701/A-702 FOR TYPICAL DETAILS

SM SURFACE FLOOR MAT - SEE SHEET A-701

FLOOR DRAIN - SEE ENLARGED PLANS FOR

LOCATIONS IN RESTROOMS

RM RECESSED FLOOR MAT - SEE SHEET A-701

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

A-104

FI

R

ST

F

LO

O

R P

LA

N

AR

EA

"C

FO

R

T C

AR

SO

N , C

O

LO

R

AD

O C

O M

PA

N

Y O

PE

R

AT

IO

N S

FA

C

IL

IT

IE

S

IN

TE

R

SE

C

TI

O N

O F

BU

TT

S

AN

D W

AR

FI

G H

TE

R

R O

AD

S

PN

(F Y2

0)

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E.

O M

AH

A, N E

A.

P

AR

KE

R

A.

P

AR

KE

R

B.

G

O R

U P

/2

6/

W

F-

-R

-0

FC

C

H _C

O F6

_D M

_A I.R

VT

F1

-8 5-

A.

P

AR

KE

R

8'0 4' 16'

1/8" = 1'-0"A-201

1 FIRST FLOOR PLAN - AREA "C"

KEY PLAN

NOT TO SCALE

AREA A AREA B AREA C AREA D

PLAN NORTH

_KEYNOTE LEGEND

Key Value Keynote Text

13 METAL LADDER

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

G

EN

ER

AL

R

EV

IS

IO

N

S

/2 6/

2 0

G

EN

ER

AL

R

EV

IS

IO

N

S

/1 6/

2 0

ACCORDIAN

PARTITION 5

UP UPUP

FD

TRAINING ROOM

1 SG

STOR/PRINT

XO

CO.CDR.

TRAINING ROOM

1 SG

STOR/PRINT

XO

CO.CDR.

TRAINING ROOM

1 SG

STOR/PRINT

CO.CDR.

VAULT

138E

JAN.

138F

VAULT

139B

READINESS BAY F

TA-50 STORAGE

'-4

6'

-0

8' -3

'-1 1"

20 21 23 24 26

A

B

C

D

E

138F

153157

138 139

6'-4" 30'-1 5/8"

COM. STOR.

139C

NBC STOR.

139D

UNIT STOR.

139E

SECURE

NON-SENS

STORAGE

139F

COVERED

HARDSTAND

JAN.

139A

139A

139B

C139C

C139D

C139E 139F

139EE

M A

TC

H

L

IN

E A

-1

M A

TC

H

L

IN

E A

-1

XO

VESTIBULE

100B

13'-0" 6'-0" 6'-10" 6'-0" 13'-0" 6'-0" 6'-10" 6'-0" 13'-0" 6'-0" 4'-2"

6'-3 1/4" 12'-8 1/4" 12'-8 1/4" 6'-3 1/4" 12'-8 1/4" 12'-8 1/4" 6'-3 1/4" 12'-9 1/8"

11A

11A

1A

1 1

3A

3A3A

3A

28'-0 5/8" 9'-2 1/4" 15'-7 3/8" 29'-10 7/8" 16'-9 7/8"

6' -6

3'

-4

5" 3'

-4

6' -7

6' -7

/4

4'

-0

8' -1

7/

8" 3'

-4

1' -4

3'

-4

1' -7

/4

7'

-3

/2

8'-1 7/8" 7'-6" 83'-10 3/8"

'-3

/8

'-7

/8

'-4

/2

'-1

1/ 8"

7' -8

/8

'-2

'-1

1/ 2"

'-0

/2

9' -1

1"

'-3

'-2

2'-5 3/4" 9 7/8"

5' -9

/2

3'-11 7/8"

'-9

'-1

1/

8"

'-0

/2

'-1

1/

2"

'-0

/2

'-1

1/

8"

A A A A A A

A

FEC

MATCH LINE A-107

MATCH LINE A-105

139G

100B101B

SM

RM

7' -0

/8

GENERAL NOTES (COMPOSITE & AREA PLANS):

1. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS

SHALL OCCUR AT THE CENTER LINE OF THE DOOR PANEL

IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

2. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEET.

3. DOOR SCHEDULES MAY BE FOUND ON A-603 SHEET.

4. WINDOW SCHEDULES MAY BE FOUND ON A-604 SHEETS.

5. SEE A-320/A321 FOR WALL TYPE DETAILS

6. PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING

ON ALL EXPOSED GWB SURFACES. PROVIDE AT CORNERS

OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING

FEATURES WHENEVER POSSIBLE.

7.DO NOT SCALE FROM DRAWINGS.

8.SEE CIVIL SITE PLAN FOR BUILDING LOCATION

9.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL

WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR

TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL

VERIFY THE ACTUAL SIZE REQUIRED FOR EACH OPENING.

10.SEE STRUCTURAL DRAWINGS FOR C.J. LOCATIONS

11.DOOR OPENINGS IN STUD WALLS SHALL BE LOCATED 4"

AWAY FROM ADJACENT PERPENDICULAR WALLS, U.N.O..

12.DOOR OPENINGS IN CONCRETE WALLS SHALL BE LOCATED

8" AWAY NOMINALLY FROM ADJACENT PERPENDICULAR

WALLS, U.N.O..

13.FOR KEYNOTE #13 (METAL LADDER) SEE DETAIL ON SHEET

5/A-702.

WALL TAG - SEE SHEETS A-320/A-320 1i

101 DOOR TAG - SEE SHEET A-601 FOR DOOR TYPES

DS DOWNSPOUT - SEE SHEET A-701/A-702

EWC ELECTRIC WATER COOLER

FEB FIRE EXTINGUISHER BRACKET

- WALL MOUNTED - TOP @ 5'-0" AFF

- FIRE EXT. TO BE 2A:10B:C (GFCI, NIC)

MB MARKER BOARD - SEE SHEET A-411 FOR DETAILS

CG CORNER GUARD SEE SHEET A701/A702 FOR

DETAILS

BD 6'-0"W X 3'-0"H RECESSED BUILDING DIRECTORY

FEC FIRE EXTINGUISHER CABINET - SEE SHEET

A-701/A-702 FOR TYPICAL DETAILS

SM SURFACE FLOOR MAT - SEE SHEET A-701

FLOOR DRAIN - SEE ENLARGED PLANS FOR

LOCATIONS IN RESTROOMS

RM RECESSED FLOOR MAT - SEE SHEET A-701

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y:

D E

S

IG

N E

D B

Y:

S U

B M

IT

TE

D B

Y:

S

IZ

E

C H

E C

K E

D B

Y:

A N

S I '

D

FI

LE

N A

M E

IS

S

U E

D A

TE

C O

N

TR

A C

T N

O

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N U

M B

E R

1 2 3 4 5

D

C

B

A

A-105

FI

R

S T

FL

O

O R

P

LA

N

A R

E A

"D

FO

R

T C

AR

S

O N

, C O

LO

R

A D

O C

O M

PA

N

Y O

PE

R

AT

IO

N S

FA

C

IL

IT

IE

S

IN

TE

R

SE

C

TI

O N

O F

BU

TT

S

AN

D W

AR

FI

G H

TE

R

R O

AD

S

PN

(F Y2

0)

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

A

VE

O

M A

H A, N E

A . P

A R

K E

R

A . P

A R

K E

R

B . G

O R

U P

/2

6/

W

F-

-R

-0

FC

C

H _C

O F6

_D M

_A I.R

V T

F1

-8 5-

A

. P A

R K

E R

8'0 4' 16'

1/8" = 1'-0"A-201

1 FIRST FLOOR PLAN - AREA "D"

KEY PLAN

NOT TO SCALE

AREA A AREA B AREA C AREA D

PLAN NORTH

_KEYNOTE LEGEND

Key Value Keynote Text

13 METAL LADDER

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

G

EN

ER

AL

R

EV

IS

IO

N

S

/2 6/

2 0

G

EN

ER

AL

R

EV

IS

IO

N

S

/1 6/

2 0

FIRST FLOOR

100'-0"

MEZZANINE PLAN

112'-0"

CH ROOF

116'-0 1/4"

LOW PARAPET

122'-8"

HIGH PARAPET

130'-8"

ABCDEF

A-310

A-310

A-310

COVERED

HARDSTAND

COM. STOR.

134C

NBC STOR.

134D

READINESS BAY A

TA-50 STORAGE

READINESS BAY A

TA-50 STORAGE

MEZZANINE

PLATOON OFFICE

PLATOON OFFICE

A-401

A-511

FIRST FLOOR

100'-0"

MEZZANINE PLAN

112'-0"

CH ROOF

116'-0 1/4"

LOW PARAPET

122'-8"

HIGH PARAPET

130'-8"

ABCDEF

COVERED

HARDSTAND

UNIT STOR.

137B

READINESS BAY

D TA-50 STORAGE

MEZZANINE

SIPR ROOM

MAIN COMM

ROOM

ELECT. ROOM

A-310

A-310

A-310

GENERAL NOTES:

1.DO NOT SCALE FROM DRAWINGS.

2.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW, DOOR, LOUVER,

AND OTHER OPENINGS PRIOR TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING.

3.ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK, GASKETS, SEALANTS,

OR WEATHERSTRIPPING AS REQUIRED.

4.SEE…