Specifications_27Mar2015.pdf

March 27, 2015

US Army Corps Of Engineers

Calculations & Specifications

RTA

TEMF HARDSTAND & ACCESS RD

Fort Eustis, VA

Project Number: 073272 Norfolk District U.S. Army Corps of Engineers Engineering & Construction Division Engineering Branch- Civil Engineering Section 803 Front Street Norfolk, VA 23510

PROJECT TABLE OF CONTENTS

CIVIL CALCULATIONS

PCASE – PAVEMENT THICKNESS REPORT FOR HARDSTAND

PCASE - PAVEMENT THICKNESS REPORT FOR ACCESS ROAD

STORM SEWER DESIGN CALCULATIONS

CIVIL DRAWINGS FROM TACTICAL EQUIPMENT MAINTENANCE FACILITY PROJECT:

(THESE DRAWINGS ARE PROVIDED FOR REFERENCE ONLY)

CS101 SITE LAYOUT PLAN

CG101 GRADING AND DRAINAGE PLAN

CG104B EROSION & SEDIMNENT CONTROL PHASE 2 PLAN

CG104C EROSION & SEDIMNENT CONTROL PHASE 3 PLAN

CG502B EROSION & SEDIMNENT CONTROL PHASE 2 DETAILS

CG503B EROSION & SEDIMNENT CONTROL PHASE 2 DETAILS

CG504B EROSION & SEDIMNENT CONTROL PHASE 2 DETAILS

CG505B EROSION & SEDIMNENT CONTROL PHASE 2 DETAILS

CG503C EROSION & SEDIMNENT CONTROL PHASE 3 DETAILS

CS505 SITE DETAIL SHEET

CU101 UTILITY PLAN

ELECTRICAL CALCULATIONS

EXTERIOR LIGHTING CALCULATIONS AND CATALOG CUT SHEETS

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 30 00.10 50 PROJECT WORK REQUIREMENTS AND RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.00 50 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 01 USACE QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE

01 78 02.00 50 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 26 - ELECTRICAL

26 56 00 EXTERIOR LIGHTING (POLE FOUNDATIONS)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23.00 20 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 – UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

SUBMITTAL REGISTER

-- End of Project Table of Contents --

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W91236-09-C0036

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ANSI D

DAVID L. BARLOW

FTETEMFCG104B.DWG

CG104B

JRM

JOHN R. MOORE

DLB

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4B1 : 1

EROSION & SEDIMENT CONTROL

PHASE 2 PLAN

FINAL DESIGN SUBMITTAL08/18/2009

09/18/2009

REVISED LIMITS OF CLEARING09/28/2009

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ANSI D

Dave L. Barlow

FTETEMFCG104_PHASE3.DWG

CG104C

JRM

John R. Moore

DLB

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EROSION & SEDIMENT CONTROL

PHASE 3 PLAN

09/18/2009

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ANSI D

DAVID L. BARLOW

FTETEMFCG501B_PHASE2.DWG

CG502B

JRM

JOHN R. MOORE

DLB

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DAVID L. BARLOW

FTETEMFCG501B_PHASE2.DWG

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DAVID L. BARLOW

FTETEMFCG501B_PHASE2.DWG

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NICHOLAS J. SCHWARTZ

FTETEMFCU101.DWG

CU101

DRB

NICHOLAS J. SCHWARTZ

CKB

C U

11" = 50'

UTILITY PLAN09/18/2009

Tactical Equipment Maintenance Facility Hardstand

Joint Base Langley Eustis, Virginia

PN 073272

Exterior Lighting Calculations and Catalog Cut Sheets

Catalog #

Project

Comments

Prepared by

Type

Date

STREETWORKS

TM

SPECIFICATION FEATURES

Construction Die-cast aluminum frame secures thermally conductive, extruded aluminum heat sink to independent electrical chamber. Heavy-wall, die-cast aluminum housing and door isolates driver components for cooler operation. The unique construction allows for passive cooling and natural cleaning of the extruded heat sink ensuring reliable operation at 40°C high ambient conditions. Stainless steel fasteners and hinging allow access to electrical components for installation and maintenance. Toolless access to electrical compartment is standard.

Optics Choice of thirteen (13) patented, high efficiency AccuLED Optics™ manufactured from injection-molded acrylic. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing.

AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT and nominal

70 CRI.

Electrical LED drivers mount to die-cast aluminum back casting for optimal heat sinking and operation efficiency. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation.

Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. 50,000 + hour life with >70% lumen maintenance.

Ventus LED luminaire is suitable for operation in -30°C to 40°C ambient environments. LightBARs feature an IP66 enclosure rating.

Mounting Internal mast arm mount accepts a 1-1/4" to 2-3/8" O.D. horizontal tenon, while a 2-bolt clamping mechanism secures fixture. Cast-in leveling guides provide +/-5° vertical leveling adjustment. Optional cast aluminum 6" arm includes bolt guides allowing for easy positioning of fixture during installation to pole or wall surface.

Finish Cast components and arm finished in a 5 stage Super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult the Architectural Colors brochure for the complete selection.

Warranty Ventus features a five-year limited warranty.

VST

VENTUS LED

2 - 12 LightBARs

Solid State LED

AREA LUMINAIRE

ADW092067

2013-02-25 12:18:45

The Ventus LED area luminaire provides uncompromising optical performance and outstanding versatility for a wide variety of area and roadway applications. Patented modular LightBAR™ technology delivers uniform and energy conscious illumination to walkways, parking lots, roadways, building areas, and any security lighting application. UL/cUL Listed for wet locations.

DESCRIPTION

C E R T I F I C A T I O N D A T A UL/cUL Listed

ISO 9001

IP66 LightBARs 3G Vibration Rated ARRA Compliant

E N E R G Y D A T A Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V/50 & 60Hz, 347V/60Hz, 480V/60Hz -30°C Minimum Temperature 40°C Ambient Temperature Rating

S H I P P I N G D A T A Approximate Net Weight:

(See Tabulated Reference Data)

S

YS

TEMS

C

E RT I F I E

D

2-5/8" [67mm] 1-1/2"

[38mm]

3/4" [19mm] Dia. Hole

(2) 9/16" [14mm] Dia. Holes

Type "C"

Wall Mount [WM]

(2) 9/16" [14mm] Dia. Holes

3/4" [19mm] Dia. Hole

(4) 13/32" [10mm] Dia. Holes

7" [178mm]

9" [229mm]

DRILLING PATTERNS

TABULATED REFERENCE DATA

# of “A” Width Weight [lbs.] EPA [sq. ft.] Bars [in/mm] w/o Arm w/Arm w/o Arm w/Arm 2-4 12-7/8 [328] 24 [10.91 kgs.] 29 [13.18 kgs.] 0.94 1.00 5-8 18 [458] 30 [13.64 kgs.] 35 [15.91 kgs.] 1.10 1.20 9-12 25-7/8 [658] 39 [17.73 kgs.] 44 [20.00 kgs.] 1.31 1.44

"A"

5-1/4" [134mm]

22-3/8" [567mm] 6" [153mm] Optional Arm

DIMENSIONS

VSTC11LEDEU5XQ4AIRBZ

JBLE - TEMF Hardstand

RJK

A2

05/23/2014

NOTE: Specifications and dimensions subject to change without notice.

Visit our web site at www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801

Number of LightBARs

DISTRIBUTION

Power [Watts]

Current @ 120V [A]

Current @ 277V [A]

T2A T3A T3S T4S SL2 SL3 SL4 5MQ 5WQ 5XQ RWQ

SLR/

SLL

7 LED LIGHTBAR

C02 54 0.46 0.21 3,668 3,654 3,503 3,594 3,550 3,610 3,855 3,832 3,738 3,663 3,433 3,433

C03 77 0.65 0.29 5,554 5,533 5,305 5,442 5,375 5,465 5,837 5,802 5,660 5,546 5,198 5,198

C04 101 0.86 0.37 7,557 7,528 7,217 7,404 7,313 7,435 7,941 7,894 7,701 7,545 7,072 7,072

C05 131 1.11 0.50 9,228 9,193 8,813 9,041 8,930 9,080 9,697 9,640 9,404 9,214 8,636 8,636

C06 154 1.30 0.58 11,209 11,167 10,705 10,982 10,847 11,030 11,779 11,710 11,423 11,192 10,490 10,490

C07 178 1.51 0.66 12,969 12,919 12,385 12,706 12,550 12,761 13,628 13,548 13,216 12,949 12,137 12,137

C08 202 1.72 0.74 14,481 14,426 13,830 14,187 14,013 14,249 15,217 15,127 14,757 14,459 13,552 13,552

C09 232 1.97 0.87 16,800 16,737 16,045 16,460 16,258 16,531 17,654 17,550 17,121 16,775 15,723 15,723

C010 255 2.16 0.95 18,738 18,667 17,895 18,358 18,133 18,437 19,690 19,574 19,095 18,709 17,536 17,536

C011 279 2.37 1.03 20,506 20,429 19,584 20,091 19,844 20,178 21,549 21,422 20,898 20,475 19,191 19,191

C012 303 2.58 1.11 22,109 22,025 21,114 21,661 21,395 21,754 23,232 23,096 22,530 22,075 20,690 20,690

21 LED LIGHTBAR

B02 51 0.43 0.20 4,512 4,495 4,309 4,421 4,366 4,440 4,741 4,714 4,598 4,505 4,223 4,223

B03 73 0.62 0.28 6,832 6,806 6,525 6,693 6,611 6,722 7,179 7,137 6,962 6,822 6,394 6,394

B04 95 0.81 0.35 9,295 9,259 8,877 9,106 8,995 9,146 9,767 9,710 9,472 9,281 8,698 8,698

B05 124 1.05 0.48 11,350 11,307 10,840 11,120 10,984 11,168 11,927 11,857 11,567 11,333 10,622 10,622

B06 146 1.24 0.56 13,787 13,735 13,167 13,508 13,342 13,566 14,488 14,403 14,050 13,767 12,903 12,903

B07 168 1.43 0.63 15,951 15,891 15,234 15,628 15,436 15,696 16,762 16,664 16,256 15,927 14,928 14,928

B08 190 1.62 0.70 17,811 17,744 17,010 17,450 17,236 17,526 18,717 18,607 18,151 17,784 16,669 16,669

B09 219 1.86 0.83 20,664 20,586 19,735 20,246 19,997 20,333 21,715 21,587 21,059 20,633 19,339 19,339

B010 241 2.05 0.91 23,047 22,960 22,011 22,580 22,303 22,678 24,219 24,076 23,487 23,012 21,569 21,569

B011 263 2.24 0.98 25,223 25,127 24,089 24,712 24,408 24,818 26,505 26,349 25,704 25,185 23,605 23,605

B012 285 2.43 1.05 27,194 27,091 25,971 26,643 26,315 26,758 28,576 28,408 27,712 27,152 25,449 25,449

POWER AND LUMENS BY BAR COUNT

Ambient Lumen Temperature Multiplier

10°C 1.04 15°C 1.03 25°C 1.00 40°C 0.96 50°C 0.92

LUMEN MULTIPLIER

VST VENTUS LED

ADW092067

2013-02-25 12:18:45

Standard

Street Side

House Side

Street Side

House Side

Street Side

House Side

Optics Rotated Left @ 90° [L90] Optics Rotated Right @ 90° [R90]

OPTIC ORIENTATION

2013-02-25 12:02:15

NOTE: Specifications and dimensions subject to change without notice.

Visit our web site at www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801

ADW092067

2013-02-25 12:18:45

VST VENTUS LED

2013-02-25 12:02:15

ORDERING INFORMATION

VSTC11LEDEU5XQ4AIRBZ

VST C11 LED E U 5XQ BZ 4 AIR

Distribution

T2A Type II=

T3A Type III=

T3S Type III Short=

T4S Type IV Short=

SL2 Type II w/Spill Control

SL3 Type III w/Spill Control

SL4 Type IV w/Spill Control

RWQ Rectangular Wide=

5MQ Type V Square Medium

5WQ Type V Square Wide

5XQ Type V Square Extra Wide

SLL 90 Degree Spill Light Eliminator Left

SLR 90 Degree Spill Light Eliminator Right

Accessories 11

SA1033-BZ Single Tenon Adapter for 2-3/8" O.D. Tenon

SA1034-BZ 2 @ 180 Degree Tenon Adapter for 2-3/8" O.D. Tenon

SA1035-BZ 3 @ 120 Degree Tenon Adapter for 2-3/8" O.D. Tenon

SA1036-BZ 4 @ 90 Degree Tenon Adapter for 2-3/8" O.D. Tenon

SA1037-BZ 2 @ 90 Degree Tenon Adapter for 2-3/8" O.D. Tenon

SA1038-BZ 3 @ 90 Degree Tenon Adapter for 2-3/8" O.D. Tenon

SA1039-BZ 2 @ 120 Degree Tenon Adapter for 2-3/8" O.D. Tenon

SA1040-BZ Single Tenon Adapter for 3-1/2" O.D. Tenon

SA1041-BZ 2 @ 180 Degree Tenon Adapter for 3-1/2" O.D. Tenon

SA1042-BZ 3 @ 120 Degree Tenon Adapter for 3-1/2" O.D. Tenon

SA1043-BZ 4 @ 90 Degree Tenon Adapter for 3-1/2" O.D. Tenon

SA1044-BZ 2 @ 90 Degree Tenon Adapter for 3-1/2" O.D. Tenon

SA1045-BZ 4 @ 90 Degree Tenon Adapter for 2 3/8" O.D. Tenon

SA1046-BZ 4 @ 120 Degree Tenon Adapter for 3-1/2" O.D. Tenon

OA/RA1016 NEMA Photocontrol - Multi-Tap=

OA/RA1027 NEMA Photocontrol - 480V=

OA/RA1201 NEMA Photocontrol - 347V=

OA1223 10kV Circuit Module Replacement=

Options 5

3 Three Position Terminal Block=

4 NEMA Twistlock Photocontrol Receptacle

U UL and cUL Listed=

2L Two Circuits6=

LCF LightBAR Cover Plate Matches Housing Finish

AIR Arm Included for Round Pole=

AIS Arm Included for Square Pole=

R90 Optics Rotated Right 90 Degrees

L90 Optics Rotated Left 90 Degrees

7060 70 CRI 6000K7=

8030 80 CRI 3000K7=

WM Wall Mount Arm=

HA 50 Degree C High Ambient8=

MS-LXX Motion Sensor for On/Off operation

9=

MS/X-LXX Motion Sensor for Bi-Level Switching

10=

Colors

BZ Bronze=

AP Grey=

BK Black=

WH White=

DP Dark Platinum

GM Graphite Metallic

Product Family 1

VST Ventus=

Lamp Type

LED Solid State Light Emitting Diodes

Number of Lightbars 2, 3

B02 [2] 21 LED LightBARs=

B03 [3] 21 LED LightBARs=

B04 [4] 21 LED LightBARs=

B05 [5] 21 LED LightBARs=

B06 [6] 21 LED LightBARs=

B07 [7] 21 LED LightBARs=

B08 [8] 21 LED LightBARs=

B09 [9] 21 LED LightBARs=

B10 [10] 21 LED LightBARs=

B11 [11] 21 LED LightBARs=

B12 [12] 21 LED LightBARs=

C02 [2] 7 LED LightBARs=

C03 [3] 7 LED LightBARs=

C04 [4] 7 LED LightBARs=

C05 [5] 7 LED LightBARs=

C06 [6] 7 LED LightBARs=

C07 [7] 7 LED LightBARs=

C08 [8] 7 LED LightBARs=

C09 [9] 7 LED LightBARs=

C10 [10] 7 LED LightBARS=

C11 [11] 7 LED LightBARs=

C12 [12] 7 LED LightBARs=

Ballast Type

E Electronic=

Voltage

U Universal (120-277V)=

8 480V4=

9 347V4=

1 DesignLights™Consortium Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details.

Notes:

2 Standard 4000K CCT and nominal 70 CRI.

3 21 LED LightBAR powered at 350mA, 7 LED LightBAR powered at 1A.

4 Not available with HA Option.

5 Add as suffix.

6 Consult factory before ordering in combination with MS-LXX or MS/X-LXX options.

7 Consult factory for lead times and lumen multiplier.

8 Not available with button photocontrol or motion sensor. 120-277V only.

9 Sensor housed in external box mounted to the luminaire. Available in B02 - B12 and C02 - C12 configurations. Replace XX with mounting height in feet for proper lens selection, (i.e., MS-L25). Consult factory for additonal information.

10 Sensor housed in external box mounted to the luminaire. Available in B02 - B12 and C02 - C12 configurations. Replace XX with mounting height in feet for proper lens selection, (i.e., MS-L25). Maximum 4 bars in low output mode. Consult factory for additonal information.

11 Order separately/replace XX with color suffix.

Ft Eustis TEMF Hardstand & Access Rd FTEUSTISTEMF

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.10 50 PROJECT WORK REQUIREMENTS AND RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.00 50 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 01 USACE QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 26 - ELECTRICAL

26 56 00 EXTERIOR LIGHTING (POLE FOUNDATIONS)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23.00 20 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 30 00.10 50

PROJECT WORK REQUIREMENTS AND RESTRICTIONS

07/07

PART 1 GENERAL

1.1 DEFINITIONS

a. Facility: The facility is:

Joint Base Langley-Eustis, Virginia

CO: Contracting Officer or his authorized representative.

CED: Joint Base Langley-Eustis Civil Engineering Division DVP: Dominion Virginia Power

1.2 SPECIAL CONTRACTOR REQUIREMENTS

1.2.1 Project Phasing and Performance period

The Contractor shall complete the work within the duration specified in Section 00800 "Contract Requirements".

1.3 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer(CO)and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.4 PERSONNEL RESTRICTIONS

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Facility which pertain to personnel. The Contractor shall erect fences and signs as

SECTION 01 30 00.10 50 Page 1 specified and be responsible for the restrictions of all personnel. The Contractor's plans for restricting personnel access to the project site shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan). Facility access shall be restricted. Contractor shall comply with current security requirements. All vehicles shall be registered with the military police.

1.5 TRANSPORTATION FACILITIES

The Facility is served by an all weather surfaced road network. Road(s) within the Facility proposed to be used by the Contractor shall be subject to prior approval of the Facility authorities and such roads, if used, shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges as may be necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition.

All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor.

1.5.1 Use of Roads

Hard-surfaced roads from major and primary municipal roads serve the Facility. The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. The Contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Facility speed limits and traffic controls shall be observed.

1.5.2 Road Restrictions

The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. Other roads may be used only with the approval of the CO.

1.5.3 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

1.6 COORDINATION IN WORK AREAS

1.6.1 Occupied Work Area

The area where work is to be accomplished will be occupied during the work. Activities of the occupants of the scheduled work area shall not be interrupted or hampered in any way without prior written approval of the

SECTION 01 30 00.10 50 Page 2

Contracting Officer.

1.6.2 Maintenance of Utilities

Any active utilities, including but not limited to electricity, gas, water, sewer, heating, air conditioning, or any like service, that will require interruption or replacement in any occupied area affected as a result of the Contractors scheduled work activities, shall be temporarily provided by the Contractor at his own expense until the affected service is fully and permanently restored. All temporary method(s) of service replacement the Contractor proposes for use on this contract shall be approved by the CO prior to commencing the work.

1.6.3 Hours of Work

The normal work hours for construction shall be from 8:00 a.m. to 4:30 p.m.

Monday through Friday of each week. Any request to change these hours shall be made in writing to the Contracting Officer at least two calendar days prior to the desired day on which the change is to go into effect.

The changed hours shall not go into effect until written permission has been received from the Contracting Officer.

1.6.4 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to contact Miss Utility, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7110 for locating commercial utilities 48 hours prior to digging operations.

1.6.5 Digging Permits

Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with installation and local requirements, at no additional cost to the Government.

"Clearance Permits for Digging', must be obtained before doing any work on Facility. The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit,which may be necessary to accomplish his work.

1.6.6 Personnel Escort

An authorized Contractor representative must escort all personnel attempting to obtain a badge to Security. The representative shall sign documentation that the employee meets Security criteria and is suitable for a badge to be issued.

1.7 NOTIFICATION OF WORK IN DOMINION VIRGINIA POWER (DVP) ZONE

It shall be the responsibility of the Contractor to submit a "Notification of Work" form prior to performance of work that may come into contact with electrical distribution system components within DVP's zone of responsibility. Submission shall be required a minimum of 48 hours in

SECTION 01 30 00.10 50 Page 3 advance of the scheduled work. DVP's zone of responsibility is defined as all primary lines (600 volts and above) and down to the first point of positive disconnection past the distribution transformer reducing the supply voltage below 600 volts. Provide copies of this notification to the COR, DVP Regional Operation Center (ROC)-757-857-2633(fax), DVP Kenneth Schutz-703-359-3210(fax) and Fort Eustis Directorate of Public Works (DPW) Daniel Woods-757-878-4030(fax).

1.8 INTERRUPTIONS OF UTILITIES

1.8.1 Approval

Utility services shall not be interrupted by the Contractor to relocate, make connections, or interrupt for any purpose, without written approval of the CO.

1.8.2 Request

Request for permission to shut down services shall be submitted in writing to the CO not less than 14 calendar days prior to date of proposed interruption.The request shall give the following information:

a. Nature of Utility (Gas, L.P. or H.P., Water, Elec.)

b. Size of line and location of shutoff.

c. Buildings and services affected.

d. Hours and date of shutoff.

e. Estimated length of time service will be interrupted.

1.8.3 Service Interruptions

Services shall not be shut off until receipt of approval of the proposed hours and date from the Contracting Officer.

1.8.4 Timely Disconnections

Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or non-work days of the Using Agency without any additional cost to the Government.

1.8.5 Utilities Operation

Operation of valves on water mains will be by Government personnel. Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Facility Fire Department shall be notified by the Contractor in writing 72 hours prior to the proposed interruption. The Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay and shall restore service without delay in event of emergency.

1.8.6 Gas

Flow in gas mains which have been shut off shall not be restored until the Government inspector has determined that all items serviced by the gas line have been shut off.

SECTION 01 30 00.10 50 Page 4

1.8.7 Electrical: Dominion Virginia Power (DVP)

An "Outage Request" form shall be submitted a minimum of 14 days in advance of any required electrical power outage.

1.8.7 Cost of Government Responsibility

Cost for which the Government is responsible for:

a. Notify the COR of the planned outage.

b. Complete the "Request for Outage at Fort Eustis" form and provide copies to the COR and DPW (Chuck Hudson)-757-878-4030(fax)

1.8.8 Cost of Contractor Responsibility

Cost for which the Contractor is responsible for:

a. Notify the COR of the planned outage.

b. Complete the "Request for Outage at Fort Eustis" form and provide copies as follows:

(1) COR

(2) FAX to Fort Eustis DPW (Chuck Hudson)

(3) FAX to DVP (Kenneth Schutz) so that billing arrangements can be established

1.8.9 Outage Request Processing

a. DPW will forward the request to the Facility Computer Room.

b. The Computer Room will notify DVP's Regional Operations Center at least 10 days in advance of the requested outage date.

c. DVP will assign the request to the local DVP office (Vernon Battle).

d. DVP local office (Vernon Battle) will arrange to meet requestor and DPW (Chuck Hudson) at the site to determine method of disconnection and the customers to be interrupted.

e. DPW (Chuck Hudson) will notify affected customers and confirm outage schedule.

f. DPW (Chuck Hudson) will notify DVP local office (Vernon Battle) that the schedule is confirmed.

g. DVP local office (Vernon Battle) will execute the outage as agreed.

1.9 PHYSICAL DATA

The physical conditions indicated on the drawings and in the specifications are the result of site visits and surveys

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the

SECTION 01 30 00.10 50 Page 5 following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Ft. Eustis 10 9 8 6 7 7 9 6 5 5 6 9

1.10.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.10.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)".

SECTION 01 30 00.10 50 Page 6

1.11 SITE CONTAMINATION

This site is designated a Category II site and is defined as a current or former industrial site or other hazard producing activity site which is perceived to be a clean location; however, due to former industrial or other activities within or near the site, it has the potential for contamination.

1.11.1 Contamination Removal

In the event that contamination beyond that shown or specified is encountered, the Contracting Officer shall be advised immediately. The contamination shall be removed as directed and replaced with satisfactory material. Payment therefore will be made in conformance with the CHANGES clause of the CONTRACT CLAUSES.

1.11.2 Compliance Requirements

The Contractor shall comply with applicable Federal, state and local laws, codes, ordinances and regulations (including the obtaining of licenses and permits) in connection with any hazardous material, substance or waste.

1.11.3 Requirements

The requirements of this clause and any act or failure to act by the Government shall not relieve the Contractor of any responsibility or liability for the safety of Government, Contractor or subcontractor personnel or property.

1.12 WORK IN QUARANTINED AREA

The work called for by this contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues at the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, if this contract involves the identification, shipping, storage, testing, or disposal of soils from such a quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5 and attachments, a copy of which will be made available by the Contracting Officer upon request.

The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.13 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall

SECTION 01 30 00.10 50 Page 7 immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.14 EQUIPMENT-IN-PLACE LIST:

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

1.15 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.15.1 Allowable Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region II.

Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

SECTION 01 30 00.10 50 Page 8

1.15.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased form an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.15.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.15.4 Marine Equipment

In determining the ownership expense for marine equipment as described in the Schedule, the average use per year shall be 8 months.

1.16 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.17 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

SECTION 01 30 00.10 50 Page 9

1.18 PURCHASE ORDERS

To ensure proper expediting of orders the Contractor and his subcontractors shall furnish to the Contracting Officer, one copy of each purchase order covering supplies or services required for performance of the work. Each purchase order shall clearly indicate the date of placement, the date delivery is required in order to avoid delay in the scheduled progress of the work, and the date delivery is promised by the supplier or producer.

Copies of purchase orders shall be forwarded on the date issued.

1.19 PROFIT

1.19.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

1.19.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.19.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.19.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

SECTION 01 30 00.10 50 Page 10

1.19.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.19.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.19.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.19.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

1.19.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.20 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS (THIS PART NOT USED)

PART 3 EXECUTION (THIS PART NOT USED)

-- End of Section --

SECTION 01 30 00.10 50 Page 11

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/09

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel; G, View location map; G, Progress and completion pictures; G,

1.2 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations.