W912PP-17-R-0005_AMEND_0004.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. 0004 to Solicitation No. W912PP-17-R-0005. The following revisions shall be incorporated into the specifications.

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

02/16/2017

01/20/2017

W912PP-17-R-0005

Amendment No. 0004

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

N/A New Clause in Section 00700 Section 32 13 11, Page 29 Section 32 13 11, Page 29 Section 32 13 11, Page 31 Section 32 13 11, Page 31

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-506

4. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision: 2.3, 3.2, 41.2

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

Amendment 0004

SECTION 00700 - CONTRACT CLAUSES

The following have been added by full text:

52.222-60 PAYCHECK TRANSPARENCY (EXECUTIVE ORDER 13673) (OCT 2016)

(a) Wage statement. In each pay period, the Contractor shall provide a wage statement document (e.g. a pay stub) to all individuals performing work under the contract subject to the wage records requirements of any of the following statutes:

(1) The Fair Labor Standards Act.

(2) 40 U.S.C. chapter 31, subchapter IV, Wage Rate Requirements (Construction) (formerly known as the Davis Bacon Act).

(3) 41 U.S.C. chapter 67, Service Contract Labor Standards (formerly known as the Service Contract Act of 1965).

(b) Content of wage statement. (1) The wage statement shall be issued every pay period and contain--

(i) The total number of hours worked in the pay period;

(ii) The number of those hours that were overtime hours;

(iii) The rate of pay (e.g., hourly rate, piece rate);

(iv) The gross pay; and

(v) Any additions made to or deductions taken from gross pay. These shall be itemized. The itemization shall identify and list each one separately, as well as the specific amount added or deducted for each.

(2) If the wage statement is not provided weekly and is instead provided bi-weekly or semi-monthly (because the pay period is bi-weekly or semi-monthly), the hours worked and overtime hours contained in the wage statement shall be broken down to correspond to the period (which will almost always be weekly) for which overtime is calculated and paid.

(3) The wage statement provided to an individual exempt from the overtime compensation requirements of the Fair Labor Standards Act (FLSA) need nota record of hours worked, if the Contractor informs the individual in writing of his or her overtime exempt status. The notice may not indicate or suggest that DOL or the courts agree with the Contractor's determination that the individual is exempt. The notice must be given either before the individual begins work on the contract, or in the first wage statement under the contract. Notice given before the work begins can be a stand-alone document, or can be in an offer letter, employment contract, or position description. If during performance of the contract, the Contractor determines that the individual's status has changed from non-exempt to exempt from overtime, it must provide the notice to the individual before providing a wage statement without hours worked information or in the first wage statement after the change.

(c) Substantially similar laws. A Contractor satisfies this wage statement requirement by complying with the wage statement requirement of any State or locality (in which the Contractor has employees) that has been determined by the United States Secretary of Labor to be substantially similar to the wage statement requirement in this clause.

The determination of substantially similar wage payment states may be found at www.dol.gov/fairpayandsafeworkplaces.

(d) Independent contractor.

(1) If the Contractor is treating an individual performing work under the contract as an independent contractor (e.g., an individual who is in business for him or herself or is self-employed) and not as an employee, the Contractor shall provide a written document to the individual informing the individual of this status. The document may not ndicate http://www.dol.gov/fairpayandsafeworkplaces

Amendment 0004 or suggest that the enforcement agencies or the courts agree with the Contractor's determination that the worker is an independent contractor. The Contractor shall provide the document to the individual either at the time an independent contractor relationship is established with the individual or prior to the time the individual begins to perform work on the contract. The document must be provided for this contract, even if the worker was notified of independent contractor status on other contracts. The document must be separate from any independent ontractor agreement between the Contractor and the individual. If the Contractor determines that a worker's status while performing work on the contract changes from employee to independent contractor, then the Contractor shall provide the worker with notice of independent contractor status before the worker performs any work under the contract as an independent contractor.

(2) The fact that the Contractor does not make social security, Medicare, or income tax withholding deductions from the individual's pay and that an individual receives at year end an IRS Form 1099-Misc is not evidence that the Contractor has correctly classified the individual as an independent contractor under the labor laws.

(e) Notices--(1) Language. Where a significant portion of the workforce is not fluent in English, the Contractor shall provide the wage statement required in paragraph (a) of this clause, the overtime exempt status notice described in paragraph (b)(3) of this clause, and the independent contractor notification required in paragraph (d) of this clause in English and the language(s) with which the significant portion(s) of the workforce is fluent.

(2) Electronic notice. If the Contractor regularly provides documents to its workers by electronic means, the Contractor may provide to workers electronically the written documents and notices required by this clause.

Workers must be able to access the document through a computer, device, system or network provided or made available by the Contractor.

(f) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (f), in all subcontracts that exceed $500,000, at all tiers, for other than commercially available off-the-shelf items.

(End of clause)

d. A description of the equipment proposed for the machine and hand placing, consolidating and curing of the concrete mixture.

Manufacturer's literature on the paver and finisher, together with the manufacturer's written instructions on adjustments and operating procedures necessary to assure a tight, smooth surface on the concrete pavement. The literature is required to show that the equipment meets all details of these specifications.

2.11.1 Batching and Mixing Plant

2.11.1.1 Location

2.11.1.2 Type and Capacity

Provide a batching and mixing plant consisting of a stationary-type central mix plant, including permanent installations and portable or relocatable plants installed on stable foundations. Provide a plant designed and operated to produce concrete within the specified tolerances, with a minimum capacity of 250 cubic yards per hour, that conforms to the requirements of NRMCA QC 3 including provisions addressing:

1. Material Storage and Handling

2. Batching Equipment

3. Central Mixer

4. Ticketing System

5. Delivery System

2.11.1.3 Tolerances

Materials Percentage of Required Mass

Cementitious Materials plus or minus 1

Aggregate plus or minus 2

Water plus or minus 1

Admixture plus or minus 3

For volumetric batching equipment for water and admixtures, the above numeric tolerances apply to the required volume of material being batched.

Dilute concentrated admixtures uniformly, if necessary, to provide sufficient volume per batch to ensure that the batchers consistently operate within the above tolerance.

2.11.1.4 Moisture Control

Provide a plant capable of ready adjustment to compensate for the varying moisture contents of the aggregates and to change the quantities of the materials being batched. Provide an electric moisture meter complying with

32 13 11 - 29

Locate the batching and mixing plant as indicated on the drawings. off Government premises no more than 15 minutes haul time from the placing site. Water and electrical power are not available on the project site.

Provide operable telephonic or radio communication between the plant and the placing site at all times concreting is taking place.

AMENDMENT 0004

TABLE 1 UNIFORMITY REQUIREMENTS--STATIONARY MIXERS

Parameter Regular Tests Allowable Maximum Range for Average of 3 Batches

Abbreviated Tests Allowable Maximum Range for 1 Batch

Unit weight of air-free mortar

2.0 lbs per cubic ft 2.0 lbs per cubic ft

Air content 1.0 percent --

Slump 1.0 inch 1.0 inch

Coarse aggregate 6.0 percent 6.0 percent

Compressive strength at 7 days

10.0 percent 10.0 percent

Water content 1.5 percent

2.11.2.4 Truck

Truck mixers are not allowed for mixing or transporting slipformed paving concrete. Provide only truck mixers designed for mixing or transporting paving concrete with extra large blading and rear opening specifically for low-slump paving concrete. Provide truck mixers, the mixing of concrete therein, and concrete uniformity and testing thereof that conform to the requirements of ASTM C94/C94M. Determine the number of revolutions between 70 to 100 for truck-mixed concrete and the number of revolutions for shrink-mixed concrete by uniformity tests as specified in ASTM C94/C94M and in requirements for mixer performance stated in paragraph TESTING AND INSPECTION FOR CONTRACTOR QUALITY CONTROL DURING CONSTRUCTION in PART 3.

If requirements for the uniformity of concrete are not met with 100 revolutions of mixing after all ingredients including water are in the truck mixer drum, discontinue use of the mixer until the condition is corrected. Water is not allowed to be added after the initial introduction of mixing water except, when on arrival at the job site, the slump is less than specified and the water-cement ratio is less than that given as a maximum in the approved mixture. Additional water may be added to bring the slump within the specified range provided the approved water-cement ratio is not exceeded. Inject water into the head of the mixer (end opposite the discharge opening) drum under pressure, and turn the drum or blades a minimum of 30 additional revolutions at mixing speed. The addition of water to the batch at any later time is not allowed. Perform mixer performance (uniformity) tests for truck mixers in accordance with

ASTM C94/C94M.

2.11.3 Transporting Equipment

Transport slipform concrete to the paving site in nonagitating equipment conforming to ASTM C94/C94M or in approved agitators. Transport fixed form concrete in approved truck mixers designed with extra large blading and rear opening specifically for low slump concrete. Provide transporting equipment designed and operated to deliver and discharge the required concrete mixture completely without segregation.

32 13 11 - 31

G E

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COVER SHEET1 G-001

G-002

CIVIL

C-105

C-107

C-102

C-103

PROJECT LOCATION AND VICINITY MAPS

C-104

10 C-108

GEOTECHNICAL

B-101

B-103

8 C-106

INDEX OF DRAWINGS

C-501

44 B-102

47 B-105

48 B-106

NOTES AND DETAILS

CONTRACTOR ACCESS CONTROL AND OPERATIONS

INDEX OF DRAWINGS

TITLESHEET TITLESHEET TITLESHEET TITLESEQ. SHEETSEQ. SEQ. SEQ.

65 E-001

67 ES101

ELECTRICAL

B-104

SUBSURFACE INVESTIGATION PLAN

C-503

C-502

SITE PLAN A - HCP TAXIWAY

SITE PLAN B - HCP TAXIWAY

SITE PLAN C - HCP TAXIWAY

SITE PLAN E - ACCESS ROAD

C-109

C-110

C-111

GRADING PLAN A - HCP TAXIWAY

GRADING PLAN B - HCP TAXIWAY

GRADING PLAN C - HCP TAXIWAY

C-112

C-113

GRADING PLAN E - ACCESS ROAD

16 C-114

18 C-115

19 C-116

20 C-117

21 C-118

SHEET LAYOUT - UTILITY PLAN

22 C-119

23 C-120

STRUCTURAL

MASTER SITE PLAN

B-110

B-111

B-108

B-109

54 B-301

49 B-107

B-501

B-502

B-701

B-702

JOINT LAYOUT PLAN A

JOINT LAYOUT PLAN B

JOINT LAYOUT PLAN C

JOINT LAYOUT PLAN D

PAVEMENT SITE PLAN A

PAVEMENT SITE PLAN B

PAVEMENT SITE PLAN C

PAVEMENT SITE PLAN D

PAVEMENT SITE PLAN E

PAVEMENT SECTIONS I

PAVEMENT DETAILS II

PAVEMENT DETAILS I

SITE PLAN D - HCP AND TAXIWAY

GRADING PLAN D - HCP AND TAXIWAY

PAVEMENT JOINT ELEVATIONS I

PAVEMENT JOINT ELEVATIONS II

PAVEMENT MARKING AND SIGNAGE PLAN A

PAVEMENT MARKING PLAN B

PAVEMENT MARKING PLAN C

PAVEMENT MARKING PLAN D

24 C-121

25 C-122

C-123

C-124

SHEET LAYOUT - PAVEMENT JOINT ELEVATIONS

C-125

PAVEMENT JOINT ELEVATIONS III

29 C-126

30 C-127

31 C-128

32 C-301

33 C-302

34 C-303 PROFILE - ACCESS ROAD (ALIGN. B)

TAXIWAY BOX CULVERT PLAN AND SECTIONS

C-50439

C-50540

35 C-401 ENLARGED PLAN - HCP

ELECTRICAL LEGEND AND SITE NOTES

90 EA102

89 EA101

91 EA103

92 EA104

98 EA501

93 EA105

99 EA502

EA504

EA503

EA505

AIRFIELD LIGHTING PLAN - AREA "A"

AIRFIELD LIGHTING PLAN - AREA "B"

AIRFIELD LIGHTING PLAN - AREA "C"

AIRFIELD LIGHTING PLAN - AREA "D"

AIRFIELD LIGHTING PLAN - AREA "E"

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

S-001

S-002

S-501

C-506

ED101 AIRFIELD DEMOLITION PLAN - AREA "F"

EG101

S-502

79 EG102 AIRFIELD GROUNDING PLAN - AREA "B"

80 EG103 AIRFIELD GROUNDING PLAN - AREA "C"

81 EG104 AIRFIELD GROUNDING PLAN - AREA "D"

87 EG501 AIRFIELD STATIC GROUND AND TIEDOWN DETAIL

82 EG105 AIRFIELD GROUNDING PLAN - AREA "E"

68 ES102

TAXIWAY, HCP, AND ACCESS ROAD SECTION GRADES

PAVEMENT MARKING AND AIRCRAFT TIEDOWN DETAILS

WATER LINE DETAILS

STRUCTURAL GENERAL STRUCTURAL NOTES

STRUCTURAL QA PROGRAM AND CONCRETE NOTES

STRUCTURAL PLAN AND PROFILE

STRUCTURAL CULVERT CROSS SECTIONS

S-503 STRUCTURAL CULVERT CROSS SECTIONS

69 ES103

74 ES501 CATHODIC PROTECTION DETAILS

EL101 CONTROL TOWER LIGHTING LAYOUT ADDITION

ET101 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "A"

ET102 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "B"

ET103 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "C"

ET104 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "D"

ET105 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "E"

ET106 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "F"

ET107

17 C-114A PAVEMENT MARKING AND SIGNAGE PLAN F

66 ES100 AIRFIELD ELECTRICAL OVERALL KEY PLAN

70 ES104

77 EG100 AIRFIELD GROUNDING OVERALL KEYPLAN

AIRFIELD GROUNDING PLAN - AREA "A"

83 EG106 AIRFIELD GROUNDING PLAN - AREA "F"

84 EG107 AIRFIELD GROUNDING PLAN - AREA "G"

85 EG108 AIRFIELD GROUNDING PLAN - AREA "N"

86 EG109

88 EA100 AIRFIELD LIGHTING OVERALL KEYPLAN

94 EA106

95 EA107

96 EA108

97 EA109

AIRFIELD LIGHTING PLAN - AREA "F"

AIRFIELD LIGHTING PLAN - AREA "G"

AIRFIELD LIGHTING PLAN - AREA "N"

ET100 AIRFIELD TELECOMMUNICATIONS OVERALL KEYPLAN

ET108 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "H"

ET109 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "I"

ET110

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "G"

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "L"

AIRFIELD LIGHTING PLAN - AREAS "H"-"M"

AIRFIELD GROUNDING PLAN - AREAS "H"-"M"

CATHODIC PROTECTION PLAN - AREAS "A" THRU "F"

CATHODIC PROTECTION PLAN - AREAS "G", "J", "K", & "M"

ET111

ET501

"N", "J", "K", & "M"

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREAS

TELECOMMUNICATION DETAILS

55 B-302 PAVEMENT SECTIONS II

DRILLING LOGS I

DRILLING LOGS II

MARKING/SIGNAGE

SHEET LAYOUT - SITE, GRADING, AND PAVEMENT

CONSTRUCTION PHASING EXISTING COMMUNICATIONS DEMOLITION PLAN - AREAS "E" & "F"

71 ES105 NEW COMMUNICATIONS CONSTRUCTION PLAN - AREAS "E" & "F"

PLAN & PROFILE 1 - WATER LINE STA 0+00C TO 9+50C

PLAN & PROFILE 2 - WATER LINE STA 9+50C TO 18+10C

PLAN & PROFILE 3 - WATER LINE STA 18+10C TO 27+10C

PLAN & PROFILE 4 - WATER LINE STA 27+10C TO 35+80C

PLAN & PROFILE 5 - WATER LINE STA 35+80C TO 44+90C

PLAN & PROFILE 6 - WATER LINE STA 44+90C TO 54+00C

PROFILE - TAXIWAY (ALIGN. A) STA 0+00A TO 18+40A

PROFILE - TAXIWAY (ALIGN. A) STA 18+40A TO 27+00A

C-50742 ROAD CLOSURE GATE DETAILS

AIR RELEASE VALVE AND CULVERT HEADWALL DETAILS

75 ES502 COMMUNICATIONS DUCTBANK AND ROUTING DETAILS

72 ES106

73 ES107

TEMPORARY DISPLACED THRESHOLD PLAN - AREA "O"

ROUTING - AREA "P"

ENLARGED VIEW TEMPORARY END LIGHT JUMPER

EXISTING COMMUNICATIONS SITE PLAN - AREA "A"

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Court

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Playground

Playground

C o u r t

Court Court

Tennis

Courts

Tennis

Courts

P o o l

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Bermed Area

Substation

Playg roun d

Playground

Playground

P la y g r o u n d

Playground

Substation

Landfill

Landfill

Landfill

Landfill

Pond

R u n n in g

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Sports

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Sports

Field

Sports

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Sports

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Sports

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Lagoon

Lagoon

Lagoon

Lagoon

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Sports

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LOCALIZER

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934 935936

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93100

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1099 1097

69100

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84203

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13624

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93101

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12281229

12371236

12031200

75600

1225 1224

1242 1241

1233 1234

1246 1247 1248

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13850

LAUNCH

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PRIMATE SCIENCE

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K E L L Y

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TRAVIS PLACE TRAVIS LOOP

DONA ANA PLACE DONA ANA LOOP

DONA ANA LOOPDE BACA PLACE

M E S

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A D

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H E T

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P-9

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10511048

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F A

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C H

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BAK-12

TYPE MA-1A

BAK-15

BAK-12

BAK-9

BAK-15

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75754

HOLLOMAN AFB

CANNON AFB

Hobbs

Roswell

Clovis

Ft. Sumner

Carlsbad

Tucumcari

Alamogordo

Carrizozo

Los Cruces

Deming

Lordsburg

Silver City

Consequences

Truth or

Socorro

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SANDS

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Santa Fe

Los Vegas

Toas

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Vaughn

Santa Rosa

Albuquerque

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AFB

Espanola

Shiprock Farmington

Aztec

Trinidad

Walsenburg

Ft. Garland Cortez

Dorango

Gallup

Chama

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Bernalillo

Clayton

FT. WINGATE

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El Paso

Ft. Stockton

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M E X I C O

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0' 500' 1000' 2000' 3000'

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

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VISITOR CENTER

MAIN GATE

ACCESS GATE

CONTRACTOR

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R U

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A Y

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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

3.2

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SCALE: NOT TO SCALE

ELEVATION

TOP PLAN

MANHOLE - ASTM C478

3' DIAM. PRECAST CONCRETE

TYPE "A" TOP HASP FOR LOCKING

CLEAR OPENING AND NEENAH

APPROVED EQUAL WITH 24"X24"

CAST IRON, COVER AND FRAME OR

NEENAH NO. R-6661-KH HINGED,

VAULT NOTES

AT VALVE OUTLET

INTEGRAL BUG SCREEN

MUSHROOM CAP WITH

FINISHED GRADE

E.W. @ CENTER

#5 @ 12"

MORTAR JOINT

8" WATER LINE

24"

M

IN

MANHOLE - ASTM C478

3' DIAM. PRECAST CONCRETE

2" DIAM. DRAINAGE HOLE

1" GRAVEL

PLAN - 2 PIPE

CL

10"

-6

ELEVATION - 2 PIPE

4'-2"

4'-2"

30°

6"

"CL

C-

8"

SLOPE

CONFORMS TO 2:1

M

IN

1'-0"

6"

COVER FOR PIPES

TO MAINTAIN 4" MIN.

AS SHOWN WHERE REQUIRED

PROVIDE A 12" FOOTING

CONST. JT.

6"

NOTE: REINFORCING BARS SHALL BE #3 AT 12" O.C.E.W.

SCALE: NOT TO SCALE

HEADWALL FOR CONCRETE PIPE

A

A

SECTION

C-506

12"12"

WITH STAINLESS STEEL STRAPS

OR BRASS SERVICE SADDLE

DOUBLE STRAP BRONZE

2-#5

VALVE

1" GATE

PIPE NIPPLE

1" DIAM. BRASS

OF BARS MIN. EXCEPT AS OTHERWISE NOTED.

2. ALL LAPS AND EXTENSIONS OF REINFORCING BARS SHALL BE 1" x DIAM.

STRENGTH OF 4000 PSI AT 28 DAYS.

1. CAST-IN-PLACE CONCRETE TO HAVE MINIMUM ULTIMATE COMPRESSIVE

CROWN OF PIPE

1" GRAVEL TO

FILL VAULT WITH

39 40

AIR VALVE VAULT DETAIL

VALVE LOCATION.

INLET. SEE PLAN AND PROFILE FOR

EQUAL) AIR RELEASE VALVE WITH 1"

APCO MODEL #50 (OR APPROVED

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12"

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6'-0"

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PLAN - 3 PIPE

HOOP AROUND PIPE

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Albuquerque District of Engineers

US Army Corps

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A D A

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BID SET - NOT FOR CONSTRUCTION