W912PP-17-R-0005_AMEND_0003.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 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.

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 NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

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 SOLICITATION

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.

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 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)

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

PROJECT: FY17 Hazardous Cargo Pad and Taxiway, Holloman Air Force Base, Otero County, NM

1. This is Amendment No. 0003 to Solicitation No. W912PP-17-R-0005. The following revisions shall be incorporated into the specifications.

The required response date/time has changed from “22-Feb-2017 02:00 PM” to “03-Mar-2017 02:00 PM”.

All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP-17-R-0005

1 2

02/14/2017

01/20/2017

W912PP-17-R-0005

Amendment No. 0003

2. SPECIFICATIONS: DELETE THE FOLLOWING LISTED PAGES AND SUBSTITUTE THE PAGES

ATTACHED HERETO. ON THE REVISED PAGES, FOR CONVENIENCE, CHANGES ARE EMPHASIZED

BY STRIKETHROUGH FOR DELETIONS AND UNDERLINE FOR ADDITIONS FROM THE PREVIOUS

ISSUE. ALL PORTIONS OF THE REVISED (OR NEW) PAGES SHALL APPLY WHETHER OR NOT

CHANGES HAVE BEEN INDICATED.

Delete Page Insert Page

Section 00100, Page 11 of 74 Section 00100, Page 11 of 74 01 74 19, Page 4 01 74 19, Page 4 33 05 23.13, Page 1 33 05 23.13, Page 1

3. DRAWING CHANGES: The following drawings shall be revised as stated below.

Bidders are requested to change their drawings for bidding purposes. Successful bidder drawings will be issued to the successful bidder.

a. G-002

b. C-101

c. C-102

d. C-113

e. C-124

f. C-125

g. C-503

h. S-502

i. S-503

4. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision: 2.2, 3.1, 4.1, 15.1, 27.2, 28.2, 38.1 63.1, 64.1

////////LAST ITEM////////

THE FOLLOWING ARE LOCAL PROVISIONS TO SECTION 00100:

USE OF THE WORDS “PROPOSER” AND “OFFEROR”

Whenever the word “Proposer” appears in the RFP it shall be construed to have the same meaning as the word

“Offeror.”

AVAILABILITY OF PLANS AND SPECIFICATIONS

This solicitation will be issued via Internet only. Notification of amendments shall be made via Internet only, as well. It is therefore the contractor’s responsibility to check the following address daily for any posted changes to this solicitation. For security reasons, all technical and engineering data related to this solicitation will be distributed using the Federal Business Opportunities (FedBizOpps) system. FedBizOpps is a web-based dissemination tool designed to safeguard acquisition-related information for all Federal agencies. Interested bidders must register with

FedBizOpps before accessing the system. Registration instructions can be found on the FedBizOpps website at www.fbo.gov by clicking on the “Register Now” hyperlink. Contractors registered with FedBizOpps may view and/or download this solicitation and all amendments from the Internet after solicitation issuance at this site.

BIDDER INQUIRY AND PROPOSAL INFORMATION

a. Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at www.projnet.org.

1. To submit and review bid inquiry items, bidders will need to be a current registered user or self register into the system. To self-register, go to the aforementioned web page and click on the BID tab.

Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your email address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

2. From this page, you may view all bidder inquiries or add inquiry.

3. Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

4. The Solicitation Number is:

The Bidder Inquiry Key is:

W912PP-17-R-0005

Q4QI76-QA3MQM

b. The Bidder Inquiry System will be unavailable for new inquires 13 22 February 2017 in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

c. Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

d. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

e. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

CONTRACTING OFFICER AUTHORITY

The Contracting Officer who signs this contract will be the primary Contracting Officer for this contract. However, any Contracting Officer assigned to the Albuquerque District, contracting within his or her authority, may take formal action on this contract when a contract action needs to be taken and the primary Contracting Officer is unavailable.

NAICS CODE AND SMALL BUSINESS SIZE STANDARD

The North American Industry Classification System (NAICS) code for this acquisition is 237310. The small business size standard is: the average annual receipts of the concern and its affiliates for the preceding three fiscal years must not exceed $36.5 million.

The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

http://www.fbo.gov/ http://www.projnet.org/ l4ctemlk Line

01 74 19-4

Management Plan to each subcontractor, the Quality Control Manager, and the Contracting Officer.

1.7 RECORDS

Records shall be maintained to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration. The records shall be made available to the Contracting Officer during construction, and a copy of the records shall be delivered to the Contracting Officer upon completion of the construction.

1.8 REPORTS

Provide quarterly reports and a final report to Contracting Officer at USACE office at CannonHolloman AFB. Quarterly and final reports shall include project name, information for waste generated this quarter, and cumulative totals for the project. Each report shall include supporting documentation to include manifests, weight tickets, receipts, and invoices specifically identifying the project and waste material. Include timber harvest and demolition information, if any.

1.9 COLLECTION

Separate, store, protect, and handle at the site identified recyclable and salvageable waste products in a manner that maximizes recyclability and salvagability of identified materials. Provide the necessary containers, bins and storage areas to facilitate effective waste management and clearly and appropriately identify them. Provide materials for barriers and enclosures around recyclable material storage areas which are nonhazardous and recyclable or reusable. Locate out of the way of construction traffic.

Provide adequate space for pick-up and delivery and convenience to subcontractors. Recycling and waste bin areas are to be kept neat and clean, and recyclable materials shall be handled to prevent contamination of materials from incompatible products and materials. Clean contaminated materials prior to placing in collection containers. Use cleaning materials that are nonhazardous and biodegradable. Handle hazardous waste and hazardous materials in accordance with applicable regulations and coordinate with Section 01 57 20 ENVIRONMENTAL PROTECTION. Separate materials by one of the following methods:

W912PP-17-R-0005

Amendment No. 0003

L4EC9JDG

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SECTION 33 05 23.13

UTILITY HORIZONTAL DIRECTIONAL DRILLING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO T 180 (2015) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926.652 Safety and Health Regulations for Construction; Subpart P, Excavations;

Requirements for Protective Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Statement of Qualifications and Records; G

SD-03 Product Data

Polyethylene Pipe; G

Drilling Fluids; G

Additives; G

Mixtures; G

Safety Data Sheets

SD-05 Design Data

Secondary Containment Plan; G

SD-06 Test Reports

33 05 23.13 - 1

W912PP-17-R-0005

Amendment No. 0003

L4EC9JDG

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1"=1000'

PROJECT LOCATION MAP

SCALE: 1"=1000'

VICINITY MAP

SCALE: NOT TO SCALE

BENCHMARK DATA

CONTROL TOWER

FIRE DEPT.

POLICE

SECURITY

ENGINEER

BASE CIVIL

HOSPITAL

BASE

& INFORMATION

VISITOR CENTER

MAIN GATE

ACCESS GATE

CONTRACTOR

WEST GATE

E

E W

EVA

RENIN

YTROF

D E

LA

W A R E A

V E

SABRE RD

S A

B

DOUGLAS RD

RUNWAY 07

/25

R U

N W

A Y

/3

M O

R O

N I D

R

LOCATION

PROJECT

BM HAFB 2A

BM HAFB 07-08

ELEV. = 4047.13

E = 1,295,084.69

N = 11,923,832.31

BM HAFB 07-08

DATUM IS EGM96, US SURV. FT.

HORIZ. DATUM IS UTM ZONE 13N, WGS84, US SURV. FT. VERTICAL

ELEV. = 4060.13

E = 1,291,793.48

N = 11,929,656.29

BM HAFB 2A

K E

DR YLLEK

C-101

AREA

WASTE FILL

WASTE FILL AREA NOTES

GENERAL NOTES

WASTE FILL AREA

HAUL ROUTE TO

CONTRACTOR

WASTE FILL AREA

HAUL ROUTE TO

CONTRACTOR

ROUTE

ACCESS/HAUL

CONTRACTOR

ROUTE

ACCESS/HAUL

CONTRACTOR

R U

N W

A Y

4/

ENGINEER

COE RESIDENT

AREA, SHALL BE SEGRATED FROM CLEAN SOIL PLACED HERE.

CLEAN BASE COURSE MATERIAL, IF PLACED IN THE WASTE FILL

MATERIAL, ASPHALT RUBBLE, CONCRETE RUBBLE, TRASH, ETC.

SHALL BE CLEAN MATERIAL THAT IS FREE OF ORGANIC

HAFB WASTE FILL AREA. MATERIAL PLACED IN THIS AREA

THE PROJECT SITE MAY BE DISPOSED 0F IN THE DESIGNATED

1. EXCESS SOIL AND BASE COURSE MATERIAL REMOVED FROM

FOR SANITARY SEWAGE WASTE DISPOSAL REQUIREMENTS.

RESPONSIBILIITY. REFER TO SPECIFICATION SECTION 01 51 00

REMOVAL SHALL BE AT THE CONTRACTOR'S EXPENSE AND

WASTE FILL AREA. CONSTRUCTION WASTE AND DEBRIS

CLEAN WASTE SOIL, WHICH MAY BE DISPOSED OF AT THE BASE

WASTE MATERIAL OFF THE BASE WITH THE EXCEPTION OF

2. THE CONTRACTOR SHALL DISPOSE OF CONSTRUCTION

THE BASE AT HIS EXPENSE AND RESPONSIBILITY.

1. THE CONTRACTOR SHALL OBTAIN BORROW MATERIAL OFF

TAXIWAY G

T A

X

IW

A Y L

TAXIWAY R

K E

DOUGLAS RD

3.1

AM0003

D E

L E

T E

D B

E N

C H

M A

R K

A M

/1

/1

91 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

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U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

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SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

0+00B

12+00B

1+00B

2+00B

3+00B

4+00B

5+00B

6+00B

7+00B

8+00B

9+00B

10+00B

11+00B

27+50A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A 22+00A 23+00A 24+00A 25+00A 26+00A 27+00A

27+50A

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

C

0+00C

1+00C

C

C

4+

C

5+

C

6+

C

7+

C

8+

C

9+

C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

C 1 C 1 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

N

SCALE: 1"=200'

0'

1"=200'

100' 200' 400' 600'

NEW HAZARDOUS CARGO PAD (HCP)

T A X

IW

KELLY ROAD

K E

A D

K E

L L

Y R

O A

D

HALE D

RIVE

0'

0'

0'

0'

LEGEND

NOTES

CONTROL AND OPERATIONS NOTES AND DETAILS.

2.SEE SHEET C-501 FOR CONTRACTOR ACCESS

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

PHASING NOTES

CONSTRUCTION PHASING

PHASE 1

WHITE SANDS MISSILE RANGE

HOLLOMAN AIR FORCE BASE

(ALIGNMENT C)

NEW WATER LINE

ACCESS ROAD

EXIST. UNPAVED

(ALIGNMENT B)

NEW ACCESS ROAD

(ALIGNMENT A)

NEW HCP TAXIWAY

ACCESS ROAD

EXIST. UNPAVED

FOR PHASED CONSTRUCTION

RUNWAY CLEARANCE LINE

(ALIGNMENT C)

NEW WATER LINE

R U

N W

A Y O

V E

R R

U N

R U

N W

A Y O

V E R

R U

N

RUNWAY

EDGE OF EXIST.

CONSTRUCTION

LINE FOR PHASED

RUNWAY CLEARANCE

R U

N W

A Y

/2

325'

325'

T A

X

IW

A Y G

PHASE 1PHASE 1

PHASE 1

EXIST. PAVED ROAD

EXIST. PAVED ROAD

C-504

G

MARKINGS (THIS PROJECT)

DISPLACED THRESHOLD

TEMPORARILY

LOW PROFILE BARRICADES

PHASE 1 WORK AREA

NEW PAVEMENT OR SHOULDER

' 3

CENTERLINE STRIPE

EXIST. RUNWAY

BE 3' WIDE.

LINE (TYP OF 13). ARROWHEAD STRIPE SHALL

END OF RUNWAY AND TEMPORARY THRESHOLD

END OF EACH CENTERLINE STRIPE BETWEEN

PAINT TEMPORARY YELLOW ARROWHEAD AT

REQUIREMENTS.

"PHASING OF WORK" FOR ADDITIONAL WORK PHASING

9. REFER TO SPECIFICATION SECTION 01 01 50,

CONTRACTING OFFICER.

APPROVED BY THE AIRFIELD MANAGER AND

PROCEED UNTIL BARRICADE INSTALLATIONS ARE

OF THE CONTRACTING OFFICER. WORK SHALL NOT

THE AIRFIELD MANAGER AND TO THE SATISFACTION

BARRICADES SHALL BE INSTALLED AS REQUIRED BY

WORK AREAS IN THE VICINITY OF THE AIRFIELD.

BARRICADES ON THE AIRFIELD TO DELINEATE THE

AND RELOCATION AS REQUIRED OF LOW PROFILE

8. PHASE 1 SHALL INCLUDE INSTALLATION, REMOVAL,

MARKING OUT WITH BLACK PAINT.

COMPLETELY OBLITERING MARKINGS, NOT BY

TEMPORARY MARKINGS SHALL BE REMOVED BY

TEMPORATY MARKINGS ARE NO LONGER NEEDED,

COMPLETE. AT COMPLETION OF PHASE, WHEN

OFFICER, AND SHALL BE REMOVED WHEN WORK IS

AIRFIELD MANAGER THROUGH THE CONTRACTING

WORK IN THE PHASE, SHALL BE APPROVED BY THE

SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF

RUNWAY 04 AS SHOWN ON THIS SHEET. MARKINGS

REMOVAL OF DISPLACED THRESHOLD MARKINGS ON

7. PHASE 1 SHALL INCLUDE INSTALLATION AND

FOOTPRINT REQUIRED TO ACCOMPLISH THE PHASE.

CONTRACTOR SHALL WORK WITHIN THE MINIMUM

REQURED TO ACCOMPLISH THE WORK. THE

AND, FOR CLARITY, ARE SHOWN LARGER THAN

6. THE BOUNDARIES OF PHASE 1 ARE APPROXIMATE

SPECIFICATIONS.

ACCOMPLISHED IN ACCORDANCE WITH THE

DISTRIBUTION SYSTEM. DISINFECTION SHALL BE

ITS CONNECTION TO THE EXISTING WATER

FILLED AND DISINFECTED AS A SINGLE UNIT PRIOR TO

THE ENTIRE COMPLETED NEW WATER LINE MAY BE

5. SEPARATE FROM THE WORK INCLUDED IN PHASE 1,

ADDITIONAL INFORMATION.

THE WATER LINE PLAN AND PROFILE SHEETS FOR

WATER LINE WILL NOT BE ACCEPTABLE. REFER TO

EXCAVATION FOR INSTALLATION OF THIS SECTION OF

INSTALLED BY TRENCHLESS METHOD. OPEN

STA 24+70C, INCLUDED IN PHASE 1, SHALL BE

4. THE NEW WATER LINE BETWEEN STA 16+80C AND

ACCOMPLISH THE TESTING.

OF WATER LINE SHALL BE CAPPED AT EACH END TO

IN THIS PHASE OF WORK, THE COMPLETED SECTION

THE COMPLETED LENGTH OF WATER LINE INCLUDED

THE SATISFACTION OF THE CONTRACTING OFFICER,

3. PHASE 1 SHALL INCLUDE PRESSURE TESTING, TO

SHOWN ON SHEET C-119.

WHICH INCLUDES PAVEMENT GRIDS 1 THROUGH 6 AS

TAXIWAY AND ASSOCIATED CONSTRUCTION BETWEEN

2. PHASE 1 CONSTRUCTION INCLUDES THE NEW

AREAS SHOWN ON THIS DRAWING.

ALL PROJECT WORK WITHIN THE PHASE 1 WORK

1. PHASE 1 INCLUDES SUBSTANTIAL COMPLETION OF

H

H O

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O N

H

H O

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G E

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IN

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R

IN

G S

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2 40

4.1

C

V E

L A

S Q

U E

Z h a c -1

.a m

C-102

C O

N S

T R

U C

T

IO

N P

H A

S

IN

G

AM0003

R E

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IS

E D P

H A

S

IN

G N

O T

E

A M

/1

/1

0' 120'

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

GRADING PLAN E - ACCESS RD

S H

E E

T C -1

KEY PLAN

50.39

50.39 INV.

MATCH EXISTING GRADE

AT OUTLET

PROTECTION

ROCK EROSION

AT OUTLET

PROTECTION

ROCK EROSION

12'

' 10'

SWALE

TO DRAIN

CULVERT INLET. GRADE

EXTEND SWALE TOWARD

EA. END

CONC. HEADWALL

40 L.F. EA. WITH

2 x 12" CULVERT

STA 7+40.00B

EA. END

CONC. HEADWALL

50 L.F. EA. WITH

3 x 12" CULVERT

STA 0+82.00B

UNSURFACED ROAD (TYP)

CENTERLINE.

MIDPOINT OF CULVERTS SHALL BE LOCATED AT ROAD

PERPENDICULAR TO ROAD AT STATION INDICATED.

5. ROAD CULVERTS SHALL BE INSTALLED

4. SEE SHEET C-303 FOR THE ACCESS ROAD PROFILE.

ABOVE SEA LEVEL.

3. ADD 4000' TO SPOT ELEVATIONS FOR ELEVATION

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

13 40

15.1

C

V E

L A

S Q

U E

Z h a c -1

.a m

C-113

G R

A D

IN

G P

L A

N E A

C C

E S

S R

D

AM0003

A

M

R E

V

IS

E D L

E G

E N

D

/1

/1

FILTER FABRIC

THICK LAYER BEDDING MATERIAL OVER

1' THICK LAYER ROCK RIPRAP OVER 4"

NEW SPOT ELEVATION AT INVERT

NEW SPOT ELEVATION

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW PAVEMENT

SIGN

K E

L L

Y

R

D

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

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IS

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T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

B

B

B

B

B

B

B

B

B

B

B

M A

T C

H L

IN

4056 4056

40564056

4057 4057 4057 4057

405740574057

55.07 INV.

55.31 INV.

55.06INV.

INV.54.86

56.22

56.29

57.14

56.14

55.99

56.26

57.53

57.53

K E

L

A

D

C-502

C-502

A

B

C

DE

F

1"=40'

20' 40' 80'

S H

E E

T C -1

SCALE: 1"=4'V 1"=40'H

SCALE: 1"=40'H

0' 2' 4' 8' 12'

1"=4'

S H

E E

T C -1

KEY PLAN

NEW WATER LINE - ALIGNMENT C

LEGEND

NOTES

W

E 1,293,180.92

S H

E E

T C -1

S H

E E

T C -1

PROFILE - WATER LINE STA 9+50C TO 18+10C

PLAN

N 11,924,469.79

PI STA 16+77.08C

VICINITY OF NEW WATER LINE.

GROUNDING, AND CATHODIC PROTECTION WORK IN

RELOCATED ELECTRICAL, COMMUNICATION, LIGHTING,

SEE THE ELECTRICAL DRAWINGS FOR NEW AND/OR

NEW FINISHED CONTOUR

EXISTING CONTOUR

EXISTING BURIED ELEC LINE

NEW WATER LINE

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO

APPROXIMATE. THE CONTRACTOR SHALL FIELD

3. EXSISTING UTILITY INFORMATION SHOWN IS

ACCEPTABLE.

PIPE AT FIXED BURIAL DEPTH WILL NOT BE

TRAPS AT PIPELINE HIGH POINTS. INSTALLATION OF

VERTICAL ALIGNMENT REQUIRED TO PREVENT AIR

SHALL BE CONSTANT (STRAIGHT LINE). CONTROL OF

PROFILE. SLOPE OF PIPE BETWEEN CONTROL POINTS

CONTROLLED BY TOP OF PIPE ELEVATIONS GIVEN ON

2. VERTICAL ALIGNMENT OF WATERLINE SHALL BE

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

/0

/1

AM0003

H

H O

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O N

H

H O

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O N

G E

N E

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IN

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IN

G S

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T

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25 40

27.2

C

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L A

S Q

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Z h a c -1

.a m

C-124

S T

A

C T

O

C

P L

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F

IL

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IS

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R O

F

IL

E

2 2

A M

/1

/1

R E

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IS

E D P

L A

N A

N D P

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F

IL

E

3 3

42604260

ELEC

ASPHALT ROAD

ROAD GRAVEL

ELECT. MH

ELECT. MH

M H

E

LE

C

E

LE

C

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

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T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

M A

T C

H L

IN

W-8"

M A

T C

H L

IN

C

C

C

C

C

C

C

C

C

GRAVEL ROAD

PAVED ROAD

M A

T C

H L

IN

ALIGNMENT CENTERLINE

EXISTING GRADE AT

S T

A

C B

E G

IN

R

E Q

U

IR

E D

T R

E N

C H

L E

S S I

N S

T A

L L

A T

IO

N

TRENCHLESS INSTALLATION REQUIRED

INSTALLATION REQUIRED

TRENCHLESS

M A

T C

H L

IN

8" WATER

10+00C 11+00C 12+00C 13+00C 14+00C 15+00C 16+00C 17+00C 18+00C

T O

P O

F P

IP

E

.7

T O

P O

F P

IP

E

.4

S T

A

C

S T

A

C

T O

P O

F P

IP

E

.4

S T

A

C

M

IN

E L E

C L

IN

E

E X

IS

T

B U

R

IE

D

FOR ADDITIONAL INFORMATION

SEE ELECTRICAL DRAWINGS

LOCATION APPROXIMATE,

SHALL BE FUSIBLE C-900 PVC PIPE

PIPE INSTALLED BY TRENCHLESS METHOD

T O

P O

F P

IP

E

.1

S T

A

C

T O

P O

F P

IP

E

.1

S T

A

C

T O

P O

F P

IP

E

.3

S T

A

C

1"=40'

20' 40' 80'

KEY PLAN

SCALE: 1"=4'V 1"=40'H

SCALE: 1"=40'H

0' 2' 4' 8' 12'

1"=4'

S H

E E

T C -1

NEW WATER LINE - ALIGNMENT C

NOTES

S H

E E

T C -1

S H

E E

T C -1

S H

E E

T C -1

PROFILE - WATER LINE STA 18+10C TO 27+10C

PLAN

E 1,292,658.42

N 11,925,101.77

PI STA 24+97.08C

REPLACEMENT DETAIL ON SHEET B-501

ACCORDANCE WITH HMAC PAVEMENT

PAVEMENT. REPAIR PAVEMENT CUT IN

CONSTRUCT NEW WATER LINE ACROSS

REMOVE PAVEMENT AS REQUIRED TO

VICINITY OF NEW WATER LINE.

GROUNDING, AND CATHODIC PROTECTION WORK IN

RELOCATED ELECTRICAL, COMMUNICATION, LIGHTING,

SEE THE ELECTRICAL DRAWINGS FOR NEW AND/OR

W

NEW FINISHED CONTOUR

EXISTING CONTOUR

EXISTING BURIED ELEC LINE

NEW WATER LINE

LEGEND

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO

APPROXIMATE. THE CONTRACTOR SHALL FIELD

3. EXSISTING UTILITY INFORMATION SHOWN IS

ACCEPTABLE.

PIPE AT FIXED BURIAL DEPTH WILL NOT BE

TRAPS AT PIPELINE HIGH POINTS. INSTALLATION OF

VERTICAL ALIGNMENT REQUIRED TO PREVENT AIR

SHALL BE CONSTANT (STRAIGHT LINE). CONTROL OF

PROFILE. SLOPE OF PIPE BETWEEN CONTROL POINTS

CONTROLLED BY TOP OF PIPE ELEVATIONS GIVEN ON

2. VERTICAL ALIGNMENT OF WATERLINE SHALL BE

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

26 40

28.2

C

V E

L A

S Q

U E

Z h a c -1

.a m

C-125

S T

A

C T

O

C

P L

A N P

R O

F

IL

E W

A T

E R L

IN

E

/0

/1

A

M

AM0003

R E

V

IS

E D P

R O

F

IL

E

/1

/1

A

M

R

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IS

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N A

N D P

R O

F

IL

E

42604260

ELEC

R U

N W

A Y S

IG

N

S Y S T E

M

A R

R E S T

IN

G C

A B L E

A S P

H A L T P

A D

A S P

H A L T R

O A

D

E L E C T . M

H

R U

N W

A Y S

IG

N

C O

N C P

A D S

ASPHALT SHOULDER

C O

N C P

A D S

C O

N C P

A D S

C O

N C P

A D S

E L E C T . M

H

S

IG

N

A S P

H A L T O

V E R

R U

N

E L E C T . M

H

M H

M H

ELEC

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

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E R

Q U

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N E

W M

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IC

O

C O

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IN

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IN

E E

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D A

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D E

S

IG

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D R

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Y

D a te

W

P P

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H O

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A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

M A

T C

H L

IN

T C

H L

IN

C

C

C

C

C

C

C

C

C

C

RUNWAY OVERRUN

RUNWAY OVERRUN

PAVED ROAD

M A

T C

H L

IN

ALIGNMENT CENTERLINE

EXISTING GRADE AT

T R

E N

C H

L E

S S I

N S

T A

L L

A T

IO

N

S T

A

C B

E G

IN

R

E Q

U

IR

E D

TRENCHLESS INSTALLATION REQUIRED

M A

T C

H L

IN

18+00C 19+00C 20+00C 21+00C 22+00C 23+00C 24+00C 25+00C 26+00C 27+00C

8" WATER8" WATER

M

IN

SHALL BE FUSIBLE C-900 PVC PIPE

PIPE INSTALLED BY TRENCHLESS METHOD

SHALL BE FUSIBLE C-900 PVC PIPE

PIPE INSTALLED BY TRENCHLESS METHOD

T O

P O

F P

IP

E

.2

S T

A

C

T O

P O

F P

IP

E

.9

S T

A

C

STA 16+80C TO STA 24+70C PROVIDE CONSTANT SLOPE

TAXIWAY

0' 30'

1"=10'

5' 10' 20'

10.0% 2.0% 1.0%

10.0% 2.0%

1.0%

SHOULDER

2.07'2.09'

BOX CULVERT FLOOR SLAB

BOX CULVERT TOP SLAB

TAXIWAY CENTERLINE

TAXIWAY CENTERLINE

EQUAL (TYP AT EACH SHOULDER)

BOLTED SOLID COVER OR APPROVED

WITH NEENAH R-4990-HA TYPE D

NEENAH R-4993-HAB (TYPE T) FRAME

(TYP AT EACH END OF CULVERT)

GRATE COVER OR APPROVED EQUAL

WITH NEENAH R-4990-HA TYPE A BOLTED

NEENAH R-4993-HAB (TYPE T) FRAME

8' 24'

4'20'

111.5' 107.5'

PROTECTION

ROCK RIPRAP EROSION

C-503

C-5034

C-503

C-503

C-503

SCALE: 1"=10'

SECTION

C-503

2 SECTION

SCALE: 1"=2' C-503

3 SECTION

SCALE: 1"=2' C-503

4 SECTION

SCALE: 1"=2'

C-503

C-503

75' (TAXIWAY)

17.93'50'(SHOULDER)37.5'37.5'50'(SHOULDER)21.91'

0' 6'

1"=2'

1' 2' 4'

A

SCALE: 1"=10'

PLAN - TAXIWAY BOX CULVERT

C-104,109

INV. EL. 4050.18INV. EL. 4049.96 INV. EL. 4050.40

EL. 4053.53

0.20%0.20% 0.20%

SHOULDER

NOTES

(TYP AT EACH END OF CULVERT)

GRATE COVER OR APPROVED EQUAL

WITH NEENAH R-4990-HA TYPE A BOLTED

NEENAH R-4993-HAB (TYPE T) FRAME

EQUAL (TYP AT EACH SHOULDER)

BOLTED SOLID COVER OR APPROVED

WITH NEENAH R-4990-HA TYPE D

NEENAH R-4993-HAB (TYPE T) FRAME

CONC. BOX CULVERTCONC. BOX CULVERTCONC. BOX CULVERT

CONC. APRON (TYP)

ASPHALT SHOULDER (TYP)

2' 2'

2'

FILTER FABRIC

BEDDING MATERIAL

ROCK RIPRAP

AT STRUCTURE (TYP)

FILTER FABRIC TIE-BACK

AT RIPRAP PERIMETER (TYP)

FILTER FABRIC TIE-BACK

VARIES VARIES

VARIES

4' (TYP)

EL. 4052.15

EL. 4053.15 EL. 4053.15

EL. 4052.15

PAVEMENT THICKNESS AND DETAILS.

2. SEE THE GEOTECH DRAWINGS FOR ADJACENT

REQUIREMENTS.

CULVERT DIMENSIONS, DETAILS, AND ADDITIONAL

1. SEE THE STRUCTURAL DRAWINGS FOR BOX

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

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IN

E E

R

IN

G S

E C

T

IO

N

36 40

38.1

C

V E

L A

S Q

U E

Z h a c -5

.a m

C-503

P L

A N A

N D S

E C

T

IO

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T A

X

IW

A Y B

O X C

U L

V E

R T

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V

IS

E D S

E C

T

IO

N

/1

/1

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

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R D

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D A

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D E

S

IG

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D a te

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F

O R

C E B

A S

E N

E W M

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IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

1'-0"

KEYED NOTES

S-502

SECTION

SCALE: 1 1/2" - 1' - 0 "

P l o t

S c a l e

F i l e a m e

P l o t

D a t e

R E

V I E

W E

D

B

Y

S O

L C

O N

T R

A C

T

N

O

M a r k

D e s c r i p t i o n

Albuquerque District of Engineers

US Army Corps

A p p r

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

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F

E

N G

I N

E E

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A L

B U

Q U

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Q U

E

N

X

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O

SEQUENCE NO.

OF

SHEET NO.

C H

I E

F

D A

T E e r o

T o l e r a n c e e r o

A c c i d e n t s

D E

S I G

N

B

Y

D R

A W

N

B

Y

D a t e

BID SET - NOT FOR CONSTRUCTION

W

P P

R

H O

L L

O M

R

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F Y

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1. 3" CONC COVER FOR ALL REINF

2. ALL REINF HOOKS ARE 12xØ PER ACI 318-11, SECTION 12.2.2

3. CONCRETE INSTALLATION AS NOTED S-001 GENERAL

STRUCTURAL NOTE 14.

GENERAL NOTES

0' 2'

1 1/2" = 1'-0"

3" 6" 1'

S-502

PLAN

SCALE: 1 1/2" - 1' - 0 "

1. #5 12" OC, HORIZ BAR

2. #5 12" OC, VERT BAR, LOOP AROUND #8 HORIZ BAR

3. #5 BAR, 2 EA, EQ SPA

4. #6 @ 12" OC W/O HOOK

5. #8 CONT THROUGH GRATE SUPPORT, 1'-8" MIN PENETRATION

INTO ADJ SHEAR PIN TOP SLAB

6. CLOSED GRATE (DEFINED BY MFR) SEE CIVIL.

7. OPEN GRATE (DEFINED BY MFR) SEE CIVIL

8. CULVERT WALL, SEE S-503

9. BOTTOM SLAB, SEE S-503

10. 9 1/2" TALL SHEAR RAILS, 5/8" Ø STUDS SPACED 3 1/4" OC,

1 1/4" Ø SHEAR HEADS, RAILS ARE 12" OC.

11. SHEAR RAIL PLATES: 1/2" THICK, 1 3/4" WIDE WITH 7/16" FILLET

WELD ALL AROUND OR PER MANUFACTURER REQUIRED.

NOTE: NOT ALL REINF SHOWN FOR CLARITY

S-503

S T

R U

C T

U R

A L

C U

L V

E R

T

C

R O

C

T I O

N S

S-502

4 5

63.1

E

B

A N

K S

C

B

R O

W N

R

Z

A R

A G

O Z

A

H A

S

D

W G

M O

D I F

I E

D

K

E Y

T

E S

A

M

1 1

AM0003

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Amendment No. 0003

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TRENCH TOP

EL: SEE CIVIL

V A

R I E

S

T

O

B A

S E

D

O

N

I N

V

E

L E

V

S E

E

C

I V

I L

TRENCH INV

EL: SEE CIVIL

2'-0"

4'-4"

1'-0"1'-0"

4'-4"1'-0" 1'-0"

C

P

2" TYP

E Q

E Q

E Q

TRENCH TOP

EL: SEE CIVIL

V A

R I E

S

T

B A

S E

D

O

N

I N

V

E

L E

V

S E

E

C

I V

I L

TRENCH INV

EL: SEE CIVIL

1'-0"1'-0"

4'-4"1'-0" 1'-0"

2'-0"

C

P

2" TYP

TRENCH TOP

EL: SEE CIVIL

TRENCH INV

EL: SEE CIVIL

V A

R I E

S

T

O

A

F T

B A

S E

D

O

N

I N

V

E

L E

V

S E

E

C

I V

I L

1'-0"1'-0"

4'-4"1'-0" 1'-0"

2'-0"

C

P

2" TYP

3'-1 1/4"

3/16" 2'-2"

2'-0"

3/16"

KEYED NOTES

S-503

S-503

SCALE: 1 1/2" - 1' - 0 "

S-503

SECTION

SCALE: 1 1/2" - 1' - 0 "

SECTION

SECTION

SCALE: 1 1/2" - 1' - 0 "

S T

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A L

C U

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R O

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S-503

5 5

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W N

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A R

A G

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A

H A

S

D

W G

M O

D I F

I E

D

D

E T

A I L

S

H E

U

D

A

M

P l o t

S c a l e

F i l e a m e

P l o t

D a t e

R E

V I E

W E

D

B

Y

S O

L C

O N

T R

A C

T

N

O

M a r k

D e s c r i p t i o n

Albuquerque District of Engineers

US Army Corps

A p p r

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

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I N

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A L

B U

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SEQUENCE NO.

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SHEET NO.

C H

I E

F

D A

T E e r o

T o l e r a n c e e r o

A c c i d e n t s

D E

S I G

N

B

Y

D R

A W

N

B

Y

D a t e

BID SET - NOT FOR CONSTRUCTION

W

P P

R

H O

L L

O M

R

S

E N

X

I C

O

F Y

Z

A R

D O

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W R

D

J A

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A R

Y

GENERAL NOTES

0' 2'

1 1/2" = 1'-0"

3" 6" 1'

1. #5 BAR ENCLOSING ENTIRE SHEAR STUD SYSTEM, SEE PLAN

VIEW ON S-503

2. #5 @ 10" OC.

3. #5 @ 10" OC W/O HOOK.

4. #5 @ 12" OC.

5. #5 @ 12" OC W/O HOOK.

6. #6 @ 12" OC.

7. #6 @ 12" OC W/O HOOK.

8. #8 BAR CONT THROUGH GRATE SUPPORT.

9. #10 @ 11" OC.

10. 9 1/2" TALL SHEAR RAILS, 5/8" Ø STUDS SPACED 3 1/4" OC,

1 1/4" Ø SHEAR HEADS, RAILS ARE 12" OC (SEE 1/S-502).

11. CONT WATERSTOP, SEE TYP

12. OPTIONAL CONSTRUCTION JOINT.

13. OPTIONAL CONSTRUCTION JOINT, PROTECT RUBBER

WATERSTOP FROM ENVIRONMENT WHEN EXPOSED.

14. NEENA H-4993-HAB (TYPE T) FRAME W/ NEENAH R-4990-HA

TYPE D BOLTED SOLID COVER OR APPROVED EQUAL AT

SHOULDER.

15. NEENA H-4993-HAB (TYPE T) FRAME W/ NEENAH R-4990-HA

TYPE A BOLTED GRATE COVER OR APPROVED EQUAL BEYOND

SHOULDER.

16. BOLT HOLES

S-503

DETAIL

SCALE: NTS

GRATE

CONNECTION,

SEE CIVIL

1. 3" CONC COVER FOR ALL REINF

2. ALL REINF HOOKS ARE 12xØ PER ACI 318-11, SECTION 12.2.2

3. CONCRETE INSTALLATION AS NOTED S-001 GENERAL

STRUCTURAL NOTE 14.

C

S-001

S-503

GRATE

CONNECTION,

SEE CIVIL

S-503

AM0003

W912PP-17-R-0005

Amendment No. 0003

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