Am_0002.pdf

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

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

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.

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 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 your 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 APPROPIRATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. 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

NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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 (No., 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)

NSN 7540-01-152-8070

Previous edition unusable

Amendment No. 0002 Nov 18, 2016

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-16-B-0027

Oct 26, 2016

ROTARY WING TAXIWAY, PN 85710 (FY16), FORT CARSON, COLORADO

See attached documentation for content of the amendment revisions

Date for receipt of Bids is 8 DEC 2016 at 1400 hours

Government Point of Contact: Dawn Barnett(402) 995-2091

18 Nov 2016

Am #0002 - 1

Am #0002 - 2 (Continuation of SF 30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers

1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F-16-B-0027 :all amendments may cause rejec-:

:tion of the bid. See FAR : Date of Issue: 26 OCT 2016 :52.214-3 of Section 00 21 00. : New Date of Opening:

08 DEC 2016

Amendment No. 0002

18 NOV 2016

SUBJECT: Amendment No. 0002 to Specifications and Drawings for Construction of ROTARY WING TAXIWAY, PN 85710 (FY16).

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) Standard Form 1442 (SF1442), Page 00 10 00-1, item 13.A., delete the time and date of receipt of bids and substitute “1400” and “08 DEC 2016”.

(2)

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

c. Drawings (Not Reissued). None.

d. Drawings (Reissued). The following drawing(s) are revised with a revision date as indicated in the title block, and reissued with this amendment.

(1) Sheet G-002, INDEX

(2) Sheet EA100, AIRFIELD LIGHTING SITE PLAN, BASIC

(3) Sheet EA100-O, AIRFIELD LIGHTING SITE PLAN, OPTION

(4) Sheet CS101O, EQUIPMENT STORAGE YARD – SITE PLAN, OPTION

e. Drawings (New). The following new drawing dated 18 NOV 2016 is hereby added to the contract drawings and is issued with this amendment.

(1) Sheet GI800, ESSAYONS ROAD – PHASING PLAN, GENERAL

INFORMATION

2. This amendment is a part of the bidding papers and its receipt shall be acknowledged on the new Standard Form 1442. All other conditions and requirements of the specifications remain unchanged. If the bids have been

Am #0002 - 3 (Continuation of SF 30) mailed prior to receiving this amendment, you will notify the office where bids are received, in the specified manner, immediately of its receipt and of any changes in your bid thereby occasioned.

a. Hand-Carried Bids shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

b. Mailed Bids shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.

3. Bids will be received until 2:00 p.m, local time at place of bid opening, 08 DEC 2016.

Attachments:

Section 00 10 00 as listed 1.a., above Drawings listed in 1.d. and 1.e. above CAD files (For Information Only)

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

18 NOV 2016

NEP/2160

Am #0002 00 10 00 - 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-16-B-0027

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

27 OCT 2016

PAGES OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Contracting Division (CENWO-CT) 1616 Capitol Ave

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Attn: CONTRACTING DIVISION (CENWO-CT) 1616 Capitol Ave

9. FOR INFORMATION

CALL:

A. NAME

Dawn Barnett

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(402) 995-2091

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

The offeror hereby agrees to do all work described in the documents entitled:

ROTARY WING TAXIWAY

PN 85710 (FY16)

FORT CARSON, COLORADO

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442) AND SECTION 00 45 00.

THIS SOLICITATION IS RESTRICTED 100% TO SMALL BUSINESS INTERESTS

11. The Contractor shall begin performance within 10 calendar days and complete it within ** calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (** See Section 00 73 00____________)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time 08 DEC 2016. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than ___60_____ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(d)

Am #0002 00 10 00 - 2

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

DUNS Number:

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within 60 calendar days after the date offers are due.

AMOUNTS

SEE ATTACHED CLIN PRICING SCHEDULE

Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

STANDARD FORM 1442 BACK (REV. 4-85)

CLIN SCHEDULE 00 10 00 - 3 W9128F-16-B-0027

Am #0002

CONTRACT LINE ITEM BIDDING SCHEDULE

ITEM

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

ESTIMATED AMOUNT

BASIC ITEMS

Entire work complete, to construct the Parking Area, including site demolition and removal, site lighting, utilities and site features in accordance with the plans and specs, excluding Option items listed below.

Job

XXX

Entire work complete, to construct Essayons Road in accordance with the plans and specs, excluding Option items listed below.

Entire work complete to construct the Airfield Paving, Temporary Fire Truck Access Road and Airfield Lighting in accordance with the plans and specs, excluding Option items listed below.

TOTAL BASIC AMOUNT $_____________________________

OPTION ITEMS

[Option 1]

Entire work complete to construct Optional Parking Area in accordance with the plans and specs.

[Option 2]

Optional Essayons Road in accordance

[Option 3]

Optional Airfield Paving in accordance

[Option 4]

Optional Equipment Storage Yard in accordance with the plans and specs.

TOTAL AMOUNT (BASIC PLUS OPTIONS) $_________________________________

CLIN SCHEDULE 00 10 00 - 4 W9128F-16-B-0027

Am #0002

NOTES:

1. See 00 21 00, INSTRUCTIONS TO OFFERORS (IFB) for evaluation of options. The Government reserves the right to exercise the options within 90 calendar days after issuance of Notice to Proceed.

2. Bid prices must be entered for all items of the schedule. Total amounts submitted without bid prices being entered on individual items will be rejected. In case of variation between the Job (lump sum) prices and the total amount, the lump sum prices will be considered the bid price submitted. In case of variation between the unit prices and the extensions, the unit prices will be considered the bid price submitted.

3. A modification to a bid which provides for a single adjustment to the total amounts, should state the application of the adjustment to each respective lump sum price and unit price affected.

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

INDEX

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

R

T

E

M

D

P

F

Q

I

A

S

L

C

B

V

H

G

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

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L .B .C

L .B .C

L .B .C

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EMH40

EMH41

SW11

FOR ENLARGED PLAN

SEE SHEET ES401

FOR ENLARGED PLAN

SEE SHEET ES402

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BOXPAD MTD.

(SW0216)

SW10

EMH65

(V0009)

(SW0214)

SW23

EMH42

(V0008)

EMH43

(V0031)

CONSTRUCTION)

(CONCURRENT

CONTROL TOWER

EMH39 SW7

EMH39A

N 1,309,391.62

E 3,209,590.30

CMH36

6C

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24C

(MH0603B)

CMH22

(MH0603)

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(MH0603A)

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N 1,309,409.01

E 3,209,596.69

N 1,309,371.73

E 3,209,599.68

EX. MH-14

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®of Engineers

US Army Corps of Engineers

US Army Corps

SD SD

SD

SD

SD

SD SD SD SD SD

2X CABLE, 1 CONDUIT

2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT

C

.5

.5

671.46'

40' 127.86' 167.87' 167.87' 127.87' 40'

2X CABLE, 1 CONDUIT

9'

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SCALE: 1" = 40'

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KEYED NOTES

SUPPLEMENTAL LEGEND:

(APPLICABLE TO ALL ELECTRICAL SITE SHEETS)

M R

M C

M R

M C

GENERAL NOTES

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PER DETAIL 5 ON SHEET ES507.

TAXIWAY ELEVATED EDGE LIGHT LED L-861T PER SPECS, UON. ALL SHALL BE INSTALLED

PER DETAIL 4, SHEET ES507.

TAXIWAY IN-PAVEMENT EDGE LIGHT LED L-852T(L) PER SPECS, UON. ALL SHALL BE INSTALLED

LIGHT DETAILS, SPLICING DETAILS, CONDUCTOR DETAILS, AND CONDUIT DETAILS.

4. SEE SHEET ES505 ES506, AND ES507 FOR AIRFIELD LIGHTING DETAILS, INCLUDING EDGE

AND COMPLETE THIS CIRCUIT.

INACTIVE UNTIL THE CONCURRENT ATTACK HANGAR PROJECT P/N 77305 SHALL CONNECT

TO ENSURE THAT THE FINAL PRODUCT IS OPERATIONAL. THIS CIRCUIT WILL REMAIN

CONTRACTOR SHALL TEST EACH LIGHT AND ALL ASSOCIATED ELECTRICAL COMPONENTS

3. IN THE PRESENCE OF THE CONTRACTOR OFFICER OR HIS OR HER REPRESENTATIVE THE

TAXIWAY EDGE UNLESS OTHERWISE SPECIFIED.

2. ALL TAXIWAY EDGE LIGHTS ARE LOCATED 9 FEET OFF THE FULL STRENGTH LINE OF THE

THE DESIGN LOCATION PER UFC 5-535-01 PARAGRAPH 5-1.3.

1. INSTALL TAXIWAY EDGE LIGHTS WITHIN 6 INCHES LATERALLY AND LONGITUNDINALLY OF

PAVED AREAS, INCLUDING PAVED SHOULDERS, SHALL BE CONCRETE ENCASED CONDUITS.

AIRFIELD LIGHTING CIRCUIT - CONDUIT AND CABLE PER SPECS, UON. A;LL CONDUIT UNDER

S L

O

B A

S

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2. PROTECT COMM HANDHOLE, CONDUIT, AND CABLING IN PLACE.

SHALL CONNECT TO THIS CONDUIT AND COMPLETE THE CIRCUIT.

EDGE OF THE TAXIWAY EDGE LIGHT. CONCURRENT ATTACK HANGAR PROJECT P/N 77305

1. CONTRACTOR SHALL INSTALL CONDUIT STUBBED OUT A MINIMUM OF 12" FROM THE

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U L

UL

U L

U L

UL

S

S1,8

S1,12 S1,13

S1,15

S1,16

6C

C

24C

EX. MH-14

E

E

E

C

C

C

C

XX XX XX XX XX XX

XX XX

X X

X X

X X

X X

X

CO

W

" IW

F M

" W

8" IW

6" W

W

W

10" W

S S

8" FW

S

" IW

2" IW FM

IW

F

M

IW

F

M

2" IW FM

" IW

I

BLDG 9612

1 STORY (BRICK)

E

CO

W

" IW

F M

" W

8" IW

6" W

W

W

10" W

S S

8" FW

S

" IW

2" IW FM

IW

F

M

IW

F

M

2" IW FM

" IW

EC

P

I

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X

SD SD

SD

SD

SD

SD SD SD SD SD

2X CABLE, 1 CONDUIT

2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT

C

.5

.5

671.46'

40' 127.86' 167.87' 167.87' 127.87' 40'

2X CABLE, 1 CONDUIT

9'

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

IC

OMAHA DISTRICT

80'0 40'

SCALE: 1" = 40'

R O

T A

R Y W

IN

G T

A X

IW

A Y

F O

R T C

A R

S O

N

C O

L O

R A

D O

P N

F

Y

/1

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S L

O

KEYED NOTES

SUPPLEMENTAL LEGEND:

(APPLICABLE TO ALL ELECTRICAL SITE SHEETS)

M R

M C

M R

M C

GENERAL NOTES

W F -1

-B -0

A

IR

F

IE

L D L

IG

H T

IN

G S

IT

E P

L A

N

PER DETAIL 5 ON SHEET ES507.

TAXIWAY ELEVATED EDGE LIGHT LED L-861T PER SPECS, UON. ALL SHALL BE INSTALLED

PER DETAIL 4, SHEET ES507.

TAXIWAY IN-PAVEMENT EDGE LIGHT LED L-852T(L) PER SPECS, UON. ALL SHALL BE INSTALLED

LIGHT DETAILS, SPLICING DETAILS, CONDUCTOR DETAILS, AND CONDUIT DETAILS.

4. SEE SHEET ES505 ES506, AND ES507 FOR AIRFIELD LIGHTING DETAILS, INCLUDING EDGE

AND COMPLETE THIS CIRCUIT.

INACTIVE UNTIL THE CONCURRENT ATTACK HANGAR PROJECT P/N 77305 SHALL CONNECT

TO ENSURE THAT THE FINAL PRODUCT IS OPERATIONAL. THIS CIRCUIT WILL REMAIN

CONTRACTOR SHALL TEST EACH LIGHT AND ALL ASSOCIATED ELECTRICAL COMPONENTS

3. IN THE PRESENCE OF THE CONTRACTOR OFFICER OR HIS OR HER REPRESENTATIVE THE

TAXIWAY EDGE UNLESS OTHERWISE SPECIFIED.

2. ALL TAXIWAY EDGE LIGHTS ARE LOCATED 9 FEET OFF THE FULL STRENGTH LINE OF THE

THE DESIGN LOCATION PER UFC 5-535-01 PARAGRAPH 5-1.3.

1. INSTALL TAXIWAY EDGE LIGHTS WITHIN 6 INCHES LATERALLY AND LONGITUNDINALLY OF

PAVED AREAS, INCLUDING PAVED SHOULDERS, SHALL BE CONCRETE ENCASED CONDUITS.

AIRFIELD LIGHTING CIRCUIT - CONDUIT AND CABLE PER SPECS, UON. A;LL CONDUIT UNDER

S L

O

O P

T

IO

N

F C

B

IE

A -O .d g n

EA100-O

2. PROTECT COMM HANDHOLE, CONDUIT, AND CABLING IN PLACE.

SHALL CONNECT TO THIS CONDUIT AND COMPLETE THE CIRCUIT.

EDGE OF THE TAXIWAY EDGE LIGHT. CONCURRENT ATTACK HANGAR PROJECT P/N 77305

1. CONTRACTOR SHALL INSTALL CONDUIT STUBBED OUT A MINIMUM OF 12" FROM THE

-1

-2

A M

G

E N

E R

A L R

E V

IS

IO

N S

S L

O

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XX XX XX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X xx xx xx xx x x x x xx xx xx xx xx xx xx xx xx xx xx xx x x x x xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx

X X

X X

X

XXX

XX

XX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X x x x x xx xx xx xx xx xx xx xx xx xx xx xx xx

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X xx xx

X X xx xx xx x x x x x x x x x x xx xx

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

60'

60'

ASPHALT PAVING

ASPHALT PAVING

26' FE-8 GATE

DOUBLE SWING

LINK FENCE

FE-8 CHAIN-

26' FE-8 GATE

DOUBLE SWING

PARKING AREA

AGGREGATE

PARKING AREA

AGGREGATE

10'R

5' R

LINK FENCE

FE-8 CHAIN-

R

R

R

8'

8'

ASPHALT

EXISTING

TIE INTO

N 1,308,166.71

E 3,207,269.77

N 1,308,158.71

E 3,207,261.77

N 1,308,095.89

E 3,207,269.77

N 1,308,104.17

E 3,207,195.77

N 1,308,158.71

E 3,207,129.77

N 1,308,166.71

E 3,207,121.77

N 1,308,166.71

E 3,207,195.77

N 1,308,069.69

E 3,207,198.59

N 1,308,054.28

E 3,207,201.13

N 1,308,023.71

E 3,207,203.64

N 1,308,040.64

E 3,207,121.77

N 1,308,027.65

E 3,207,170.06

N 1,307,975.89

E 3,207,190.64

N 1,307,955.89

E 3,207,190.64

N 1,307,944.23

E 3,207,203.64

N 1,307,911.22

E 3,207,235.82

N 1,307,890.09

E 3,207,227.45

N 1,307,881.40

E 3,207,197.64

AGGREGATE

EXISTING

TIE INTO

KEY PLAN SCALE: 1" = 200'

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

IC

OMAHA DISTRICT

O

T A

R Y W

IN

G T

A X

IW

A Y

F O

R T C

A R

S O

N

C O

L O

R A

D O

P N

F

Y

SCALE: 1" = 20'

40'10'0 20'

/1

/2

A N

S I

D

A P

F

A P

F

W C

D

S

IT

E P

L A

N

C

IV

IL

S

E C

T

IO

N

E Q

U

IP

M E

N T S

T O

R A

G E Y

A R

D

W F -1

-B -0

F C

B

IC

S

O .d g n

CS101O

O P

T

IO

N

5" SUBBASE COURSE

6" COMPACTED SUBGRADE (90%)

NO SCALE

6" COMPACTED SUBGRADE (95%)

5" AGGREGATE BASE COURSE

2" HMA SURFACE COURSE

2" HMA INTERMEDIATE COURSE

BITUMINOUS TACK COAT

BITUMINOUS PRIME COAT

TYPICAL ASPHALT PAVEMENT SECTION

5" SUBBASE COURSE

6" COMPACTED SUBGRADE (95%)

5" AGGREGATE SURFACE COURSE

6" COMPACTED SUBGRADE (90%)

NO SCALE

AGGREGATE PARKING SECTION

/1

/2

A M G

E N

E R

A L R

E V

IS

IO

N W

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P

F

Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O M

A H

A

N E

B R

A S

K A

O M

A H

A D

IS

T R

IC

T

OMAHA DISTRICT

R O

T A

R Y W

IN

G T

A X

IW

A Y

F O

R T C

A R

S O

N

C O

L O

R A

SCALE: 1" = 500' - 0"

1000'250'0 500'

N

GENERAL PHASING NOTES

FOR LOCATION MAP, SEE SHEET G-006

G E

N E

R A

L I

N F

O R

M A

T

IO

N

A N

S I

D

C

IV

IL

S

E C

T

IO

N

/1

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A P

F W

C D

P H

A S

IN

G P

L A

N

E S

S A

Y O

N S R

O A

D

GI800

A P

F

W F -1

-B -0

A M N

E W D

R A

W

IN

G A

D D

E D

W C

D

ACCESS TO ALL DRIVES SHALL BE MAINTAINED AT ALL TIMES.

THE POSTED SPEED LIMIT IN CONSTRUCTION ZONE SHALL BE 15 MPH.

MAY REQUIRE NEW CULVERTS TO BE CONSTRUCTED IN INCREMENTAL STEPS.

SHALL MAINTAIN DRAINAGE TO THE GREATEST EXTENT POSSIBLE. THIS PHASING PLAN

CG890 AND SPECIFICATION SECTIONS 31 00 00 AND 33 40 01. THE THE CONTRACTOR

THE BEDDING FOR THE TEMPORARY CULVERT MUST CONFORM TO DETAILS ON SHEET

PE) FOR THE TEMPORARY CULVERT, SUBJECT TO SPECIFICATION SECTION 33 40 01.

DIAMETER. THE CONTRACTOR MAY USE REINFORCED CONCRETE OR PLASTIC (PVC OR

CULVERT TO CONVEY DRAINAGE. THE MINUMUM TEMPORARY CULVERT SIZE IS 18" IN

ANY TEMPORARY ROADWAY CROSSING A DRAINAGEWAY MUST UTILIZE A TEMPORARY

TO 6PM) LANE CLOSURES ON ESSAYONS ROAD ARE ACCEPTABLE.

ROUTE 1 DURING OFF-DUTY HOURS (6PM TO 5AM) AND ON WEEKENDS. DUTY HOUR (5AM

ESSAYONS ROAD MAY BE CLOSED BETWEEN BUTTS ROAD AND

DEVICES (MUTCD), 2009 EDITION.

THE FEDERAL HIGHWAY ADMINISTRATION MANUAL OF UNIFORM TRAFFIC CONTROL

SHEETS CT854 AND CT855. ALL TEMPORARY TRAFFIC CONTROL MUST CONFORM TO

STANDARD DETAILS FOR TEMPORARY TRAFFIC CONTROL DEVICES ARE SHOWN IN

APPROVED IN ADVANCE BY FT. CARSON DPW TRAFFIC ENGINEER.

CONSTRUCTION SIGNAGE AND STRIPING SHALL BE COORDINATED WITH AND

FT. CARSON NEC, CONTACT # 719-526-1305.

FOR TELECOMM OUTAGES, COORDINATE SPECIFICALLY WITH MR. LEON DREW OF THE

FOR UTILITY OUTAGES OTHER THAN TELECOM, COORDINATE WITH FT. CARSON DPW.

OUTAGE REQUEST NO LESS THAN 21 DAYS IN ADVANCE OF THE OUTAGE.

LANE CLOSURES AND ANY UTILITY OUTAGES MUST BE PRECEDED BY AN APPROVED

CONTRACTING OFFICER REPRESENTATIVE BEFORE TAKING EFFECT.

A PHASING PLAN BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THE

F C

B

IG

I- .d g n

/1

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UNDER SEPARATE CONTRACT

ESSAYONS ROAD CONSTRUCTION

ESSAYONS ROAD

BUTTS ROAD

GATE 19

ROUTE 1

UNDER THIS CONTRACT

ESSAYONS ROAD CONSTRUCTION

UNDER SEPARATE CONTRACT

ESSAYONS ROAD CONSTRUCTION