Project 7_ Attachment 0011 Scopes_07 Apr 2026.pdf

Project #7: Repair HVAC McChord Field Air Traffic Control Tower

Project Overview

The project involves the complete replacement of the exisƟng Variable Refrigerant Flow (VRF)

HVAC system with a new, redundant, 4-pipe hydronic system uƟlizing high-efficiency heat pump chillers. The work includes the demoliƟon of the exisƟng system, installaƟon of new mechanical and electrical equipment, and associated architectural and structural modificaƟons. The Air

Traffic Control Tower must remain fully operaƟonal 24/7 throughout the enƟre duraƟon of the project, which will necessitate a carefully phased construcƟon approach.

General Contractor ResponsibiliƟes

The contractor is responsible for all supervision, labor, materials, and equipment required to complete the work as described in the contract documents. Key responsibiliƟes include:

Compliance and Permiƫng: Adherence to all applicable local, state, and federal laws, regulaƟons, and standards, including OSHA, and obtaining all necessary permits for construcƟon.

Site Management: Ensuring site safety and security, including providing temporary fencing and barriers as needed. The contractor must also coordinate all site access, staging areas, and potenƟal road or walkway closures with the ContracƟng Officer's

RepresentaƟve (COR).

Field VerificaƟon: Verifying all exisƟng site condiƟons and dimensions prior to fabricaƟon or construcƟon and reporƟng any discrepancies to the COR.

Phasing and CoordinaƟon: Developing and execuƟng a detailed phasing plan to ensure the facility remains conƟnuously operaƟonal. This includes coordinaƟng all work and any uƟlity shutdowns with the COR and other trades.

Environmental ProtecƟon: Developing and implemenƟng an Environmental ProtecƟon

Plan (EPP) and a Stormwater PolluƟon PrevenƟon Plan (SWPPP) to manage waste, control erosion, and prevent polluƟon.

SubmiƩals and DocumentaƟon: Providing all required project submiƩals, including shop drawings, product data, and a final set of "as-built" record drawings in both digital

(CAD/PDF) and hard copy formats upon project compleƟon.

Materials: All materials used must be new and must comply with the Buy American Act.

ConstrucƟon Phasing

To ensure uninterrupted cooling and operaƟons, the project will be executed in the following major phases:

1. Phase 1: Temporary System InstallaƟon & New Equipment Staging

Install one of the new permanent heat pump chillers (HPC-01) and a separate temporary heat pump chiller (HPC-TEMP).

Install new pumps, expansion tanks, and air/dirt separators in the first-floor mechanical room.

Run temporary insulated hydronic piping up the exterior of the tower, using exisƟng louver and window openings to access each floor.

Install new 4-pipe fan coil units on all floors and connect them to the temporary piping system to make them operaƟonal. The exisƟng VRF system will conƟnue to operate during this Ɵme.

2. Phase 2: VRF System DemoliƟon

Once the new temporary hydronic system is fully funcƟonal, decommission and demolish the exisƟng VRF system. This includes the outdoor condensing unit, all indoor fan coil units, branch selector boxes, and associated refrigerant piping and controls.

All refrigerant must be recovered by an EPA-cerƟfied technician in accordance with regulaƟons.

Remove all exisƟng refrigerant lines from the main verƟcal uƟlity chase.

3. Phase 3: Permanent System InstallaƟon

Install the new permanent hot and chilled water hydronic piping inside the now-empty verƟcal chase.

AŌer removing the old VRF outdoor unit, install the second new permanent heat pump chiller (HPC-02) in its final designated locaƟon.

4. Phase 4: Final ConnecƟons and DemobilizaƟon

Disconnect and remove the temporary exterior piping and the temporary heat pump chiller (HPC-TEMP).

Connect the fan coil units to the new permanent interior piping and commission the complete system.

Reinstall salvaged windows and louvers, and complete all remaining architectural finishes.

Detailed Scope of Work by Discipline

Architectural

Demolish exisƟng windows on floors 3 and 7, and other windows/louvers as required to route temporary piping. Salvage designated units for reinstallaƟon.

Install new blast-resistant windows that match exisƟng units in size, profile, and performance.

Patch, repair, and paint all walls, floors, and ceilings disturbed by demoliƟon and construcƟon to match exisƟng adjacent finishes.

Where ceilings are disturbed, install new acousƟcal ceiling Ɵles or patch gypsum board to match exisƟng condiƟons.

Civil and Structural

Demolish exisƟng concrete equipment pads as indicated in the drawings.

Form and pour new concrete housekeeping pads and foundaƟons for the new exterior equipment, including the heat pump chillers, generator, transfer switches, and transformer.

Provide new structural steel supports for all new piping runs as detailed in the structural drawings.

Perform all necessary trenching, backfilling, and compacƟon for any new underground uƟliƟes, and restore all surfaces to their original condiƟon.

Mechanical

DemoliƟon: Completely demolish the exisƟng VRF system and other designated equipment, including unit heaters, exhaust fans, and pumps.

New Equipment:

Furnish and install two (2) new York YMAE0035 (or approved equal) heat pump chillers.

Furnish and install new 4-pipe fan coil units (ceiling casseƩe, verƟcal, and wall-mounted types) on each floor as specified in the schedules.

Furnish and install new primary and secondary pumps for both the heaƟng and chilled water loops.

Furnish and install a new Energy Recovery VenƟlator (ERV-01) on Floor 8.

Furnish and install all hydronic system accessories, including expansion tanks, air/dirt separators, and chemical feed systems.

Piping and Ductwork:

Install a complete new 4-pipe hydronic distribuƟon system, including all temporary and permanent piping, valves, and fiƫngs.

Install new condensate drain piping for all new fan coil units.

Install new ductwork associated with the new ERV and fan coil units.

Controls: Install a new, complete, and funcƟonal Direct Digital Control (DDC) system for the enƟre HVAC system, uƟlizing the BACnet protocol, and ensure it can be integrated into the base-wide control network. Provide all controllers, sensors, and actuators as shown on the control drawings.

Electrical

DemoliƟon: Demolish the exisƟng Main Switchboard (MSB), generator, AutomaƟc

Transfer Switch (ATS), Manual Transfer Switch (MTS), and all associated feeders, conduits, and wiring.

New Power System:

Furnish and install a new 800A, 208/120V Main Switchboard.

Furnish and install a new 200kW diesel generator.

Furnish and install a new 800A AutomaƟc Transfer Switch (ATS-1) with bypass isolaƟon and a new Manual Transfer Switch (MTS-1) with provisions for a temporary generator connecƟon.

Furnish and install a new 75kVA step-up transformer and a new 480/277V panelboard (MC) to power the new chillers.

Equipment ConnecƟons: Provide all final power connecƟons, including disconnects and starters, for all new mechanical equipment (chillers, pumps, fan coils, ERV, etc.).

Heat Trace: Install a heat trace system with a control panel for all new exterior piping to provide freeze protecƟon.

RelocaƟon: Relocate exisƟng electrical equipment, including the DPW panel and fire alarm juncƟon boxes, to accommodate the new mechanical layout.

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SEATTLE DISTRICT

JOINT BASE LEWIS-MCCHORD, WASHINGTON

REPLACEMENT AT BLDG J00008 HVAC SYSTEM

PROJECT NO: PB2410

IJO NO: DEJ225502J

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DRAWING INDEX

PAGE # SHEET # SHEET NAME

GENERAL

1 OF 82 G-001 COVER SHEET

2 OF 82 G-002 DRAWING INDEX

CIVIL

3 OF 82 C-001 CIVIL SHEET INDEX AND GENERAL NOTES

4 OF 82 C-002 GENERAL NOTES AND LEGEND

5 OF 82 CS100 CIVIL SITE PLAN

STRUCTURAL

6 OF 82 S-001 STRUCTURAL GENERAL NOTES

7 OF 82 S-002 STRUCTURAL ABBREVIATIONS AND LEGENDS

8 OF 82 S-101 STRUCTURAL FOUNDATION PLAN

9 OF 82 S-501 CONCRETE FOUNDATION DETAILS

10 OF 82 S-502 CONCRETE FOUNDATION DETAILS

11 OF 82 S-511 PIPE SUPPORT DETAILS

ARCHITECTURAL

12 OF 82 A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

13 OF 82 AD101 DEMO FLOOR PLAN & RCP FLOOR 1

14 OF 82 AD102 DEMO FLOOR PLAN & RCP FLOOR 2

15 OF 82 AD103 DEMO FLOOR PLAN & RCP FLOOR 3

16 OF 82 AD104 DEMO FLOOR PLAN & RCP FLOOR 4

17 OF 82 AD105 DEMO FLOOR PLAN & RCP FLOOR 5

18 OF 82 AD106 DEMO FLOOR PLAN & RCP FLOOR 6

19 OF 82 AD107 DEMO FLOOR PLAN & RCP FLOOR 7

20 OF 82 AD108 DEMO FLOOR PLAN & RCP FLOOR 8

21 OF 82 AD109 FLOOR 9 DEMO FLOOR PLAN

22 OF 82 A-101 FLOOR PLAN & RCP FLOOR 1

23 OF 82 A-102 FLOOR PLAN & RCP FLOOR 2

24 OF 82 A-103 FLOOR PLAN & RCP FLOOR 3

25 OF 82 A-104 FLOOR 4 FLOOR PLAN & RCP

26 OF 82 A-105 FLOOR PLAN & RCP FLOOR 5

27 OF 82 A-106 FLOOR PLAN & RCP FLOOR 6

28 OF 82 A-107 FLOOR PLAN & RCP FLOOR 7

29 OF 82 A-108 FLOOR PLAN & RCP FLOOR 8

30 OF 82 A-109 FLOOR PLAN & RCP FLOOR 9

31 OF 82 AE200 INTERIOR ELEVATIONS

32 OF 82 A-500 WINDOW DETAILS, SCHEDULES & TYPES

MECHANICAL

33 OF 82 M-001 MECHANICAL COVER SHEET

34 OF 82 MH101 FLOOR 1 - MECHANICAL DUCTWORK PLAN - PHASE 0

35 OF 82 MP101 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 1

36 OF 82 MP102 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 2

37 OF 82 MP103 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 3

38 OF 82 MP104 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 4

39 OF 82 M-121 FLOOR 2 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

40 OF 82 M-122 FLOOR 2 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

41 OF 82 M-123 FLOOR 3 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

42 OF 82 M-124 FLOOR 3 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

43 OF 82 M-125 FLOOR 4 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

44 OF 82 M-126 FLOOR 4 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

45 OF 82 M-127 FLOOR 5 - MECHANICAL FLOOR PLAN - PHASE 1 - 4

46 OF 82 M-128 FLOOR 6 - MECHANICAL FLOOR PLAN - PHASE 1 - 4

47 OF 82 M-129 FLOOR 7 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

48 OF 82 M-130 FLOOR 7 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

49 OF 82 M-131 FLOOR 8 - MECHANICAL FLOOR PLAN - PHASE 1 - 4

50 OF 82 M-132

WALKWAY LEVEL - MECHANICAL FLOOR PLAN - PHASE

51 OF 82 M-133 FLOOR 9 - MECHANICAL FLOOR PLAN - PHASE 1

52 OF 82 M-501 MECHANICAL DETAILS I

53 OF 82 M-502 MECHANICAL DETAILS II

54 OF 82 M-503 MECHANICAL DETAILS III

55 OF 82 M-504 MECHANICAL DETAILS IV

56 OF 82 M-601 MECHANICAL SCHEDULES I

57 OF 82 M-602 MECHANICAL SCHEDULES II

58 OF 82 M-701 MECHANICAL CONTROLS I

59 OF 82 M-702 MECHANICAL CONTROLS II

ELECTRICAL

62 OF 82 EG001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX

63 OF 82 EG002 ELECTRICAL LEGENDS

64 OF 82 ED401 FLOOR 1 - ELECTRICAL PLAN - DEMOLITION

65 OF 82 EP401 FLOOR 1 - ELECTRICAL PLAN

66 OF 82 E-402 FLOOR 2 - ELECTRICAL PLANS

67 OF 82 E-403 FLOOR 3 - ELECTRICAL PLANS

68 OF 82 E-404 FLOOR 4 - ELECTRICAL PLANS

69 OF 82 E-405 FLOOR 5 - ELECTRICAL PLANS

70 OF 82 E-406 FLOOR 6 - ELECTRICAL PLANS

71 OF 82 E-407 FLOOR 7 - ELECTRICAL PLANS

72 OF 82 E-408 FLOOR 8 - ELECTRICAL PLANS

73 OF 82 E-501 ELECTRICAL DETAILS

74 OF 82 E-502 ELECTRICAL DETAILS

75 OF 82 ED601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

76 OF 82 EP601 ELECTRICAL ONE-LINE DIAGRAM - REVISED

77 OF 82 E-701 ELECTRICAL SCHEDULES

78 OF 82 E-702 ELECTRICAL SCHEDULES

79 OF 82 E-703 ELECTRICAL SCHEDULES

80 OF 82 E-704 ELECTRICAL SCHEDULES

81 OF 82 E-705 ELECTRICAL SCHEDULES

82 OF 82 E-706 ELECTRICAL SCHEDULES

9/26/2025

DRAWING INDEX

PAGE # SHEET # SHEET NAME

GENERAL

1 OF 82 G-001 COVER SHEET

2 OF 82 G-002 DRAWING INDEX

CIVIL

3 OF 82 C-001 CIVIL SHEET INDEX AND GENERAL NOTES

4 OF 82 C-002 GENERAL NOTES AND LEGEND

5 OF 82 CS100 CIVIL SITE PLAN

STRUCTURAL

6 OF 82 S-001 STRUCTURAL GENERAL NOTES

7 OF 82 S-002

STRUCTURAL GENERAL NOTES, ABBREVIATIONS, AND

LEGEND

8 OF 82 S-110 PEMB STRUCTURAL FOUNDATION PLAN

9 OF 82 S-501 CONCRETE FOUNDATION DETAILS

10 OF 82 S-502 CONCRETE FOUNDATION DETAILS

11 OF 82 S-511 PIPE SUPPORT DETAILS

ARCHITECTURAL

12 OF 82 A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

13 OF 82 AD101 DEMO FLOOR PLAN & RCP FLOOR 1

14 OF 82 AD102 DEMO FLOOR PLAN & RCP FLOOR 2

15 OF 82 AD103 DEMO FLOOR PLAN & RCP FLOOR 3

16 OF 82 AD104 DEMO FLOOR PLAN & RCP FLOOR 4

17 OF 82 AD105 DEMO FLOOR PLAN & RCP FLOOR 5

18 OF 82 AD106 DEMO FLOOR PLAN & RCP FLOOR 6

19 OF 82 AD107 DEMO FLOOR PLAN & RCP FLOOR 7

20 OF 82 AD108 DEMO FLOOR PLAN & RCP FLOOR 8

21 OF 82 AD109 DEMO FLOOR PLAN FLOOR 9

22 OF 82 A-101 FLOOR PLAN & RCP FLOOR 1

23 OF 82 A-102 FLOOR PLAN & RCP FLOOR 2

24 OF 82 A-103 FLOOR PLAN & RCP FLOOR 3

25 OF 82 A-104 FLOOR PLAN & RCP FLOOR 4

26 OF 82 A-105 FLOOR PLAN & RCP FLOOR 5

27 OF 82 A-106 FLOOR PLAN & RCP FLOOR 6

28 OF 82 A-107 FLOOR PLAN & RCP FLOOR 7

29 OF 82 A-108 FLOOR PLAN & RCP FLOOR 8

30 OF 82 A-109 FLOOR PLAN & RCP FLOOR 9

31 OF 82 AE200 INTERIOR ELEVATIONS

32 OF 82 A-500 WINDOW DETAILS, SCHEDULES & TYPES

MECHANICAL

33 OF 82 M-001 MECHANICAL COVER SHEET

34 OF 82 MH101 FLOOR 1 - MECHANICAL DUCTWORK PLAN - PHASE 0

35 OF 82 MP101 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 1

36 OF 82 MP102 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 2

37 OF 82 MP103 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 3

38 OF 82 MP104 FLOOR 1 - MECHANICAL PIPING PLAN - PHASE 4

39 OF 82 M-121 FLOOR 2 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

40 OF 82 M-122 FLOOR 2 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

41 OF 82 M-123 FLOOR 3 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

42 OF 82 M-124 FLOOR 3 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

43 OF 82 M-125 FLOOR 4 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

44 OF 82 M-126 FLOOR 4 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

45 OF 82 M-127 FLOOR 5 - MECHANICAL FLOOR PLAN - PHASE 1 - 4

46 OF 82 M-128 FLOOR 6 - MECHANICAL FLOOR PLAN - PHASE 1 - 4

47 OF 82 M-129 FLOOR 7 - MECHANICAL FLOOR PLAN - PHASE 1 & 2

48 OF 82 M-130 FLOOR 7 - MECHANICAL FLOOR PLAN - PHASE 3 & 4

49 OF 82 M-131 FLOOR 8 - MECHANICAL FLOOR PLAN - PHASE 1 - 4

50 OF 82 M-132 WALKWAY LEVEL - MECHANICAL FLOOR PLAN - PHASE 1

51 OF 82 M-133 FLOOR 9 - MECHANICAL FLOOR PLAN - PHASE 1

52 OF 82 M-501 MECHANICAL DETAILS I

53 OF 82 M-502 MECHANICAL DETAILS II

54 OF 82 M-503 MECHANICAL DETAILS III

55 OF 82 M-601 MECHANICAL SCHEDULES I

56 OF 82 M-602 MECHANICAL SCHEDULES II

57 OF 82 M-701 MECHANICAL CONTROLS I

58 OF 82 M-702 MECHANICAL CONTROLS II

59 OF 82 M-703 MECHANICAL CONTROLS III

60 OF 82 M-704 MECHANICAL CONTROLS IV

ELECTRICAL

61 OF 82 EG001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX

62 OF 82 EG002 ELECTRICAL LEGENDS

63 OF 82 ED401 FLOOR 1 - ELECTRICAL PLAN - DEMOLITION

64 OF 82 EP401 FLOOR 1 - ELECTRICAL PLAN

65 OF 82 E-402 FLOOR 2 - ELECTRICAL PLANS

66 OF 82 E-403 FLOOR 3 - ELECTRICAL PLANS

67 OF 82 E-404 FLOOR 4 - ELECTRICAL PLANS

68 OF 82 E-405 FLOOR 5 - ELECTRICAL PLANS

69 OF 82 E-406 FLOOR 6 - ELECTRICAL PLANS

70 OF 82 E-407 FLOOR 7 - ELECTRICAL PLANS

71 OF 82 E-408 FLOOR 8 - ELECTRICAL PLANS

72 OF 82 E-409 ENLARGED ELECTRICAL PLANS

73 OF 82 E-501 ELECTRICAL DETAILS

74 OF 82 E-502 ELECTRICAL DETAILS

75 OF 82 ED601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

76 OF 82 EP601 ELECTRICAL ONE-LINE DIAGRAM - REVISED

77 OF 82 E-701 ELECTRICAL SCHEDULES

78 OF 82 E-702 ELECTRICAL SCHEDULES

79 OF 82 E-703 ELECTRICAL SCHEDULES

80 OF 82 E-704 ELECTRICAL SCHEDULES

81 OF 82 E-705 ELECTRICAL SCHEDULES

82 OF 82 E-706 ELECTRICAL SCHEDULES

AAF AIR ASSISTED FIBER

ABAN ABANDONED

APROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT CONCRETE

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG BUILDING

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

CL or ℄ CENTERLINE

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION(S)

CONC PORTLAND CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPEP CORRUGATED

POLYETHELENE PIPE (N-12)

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DDCV DOUBLE DETECTOR CHECK

VALVE

DI DUCTILE IRON

DIA or Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EXIST EXISTING

FG FINISH GRADE

FL FLANGE

FM FORCE MAIN

FT FEET

HDPE HIGH DENSITY

POLYETHYLENE PIPE

HP HIGH POINT

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

ISP INTERNET SERVICE

PROVIDER

LBS POUNDS

LF LINEAR FEET

LT LEFT

LP LOW POINT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

N NORTH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL

DATUM

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OSP OUTSIDE PLANT

OS1 OPTICAL SINGLEMODE

FIBER (LEGACY STANDARD)

OS2 OPTICAL SINGLEMODE

FIBER (LATEST STANDARD)

OVHD OVERHEAD

PC POINT OF CURVATURE

PE PROJECT ENGINEER

PI POINT OF HORIZONTAL

INTERSECTION

PHH PHYSICAL HAND HOLE

POC POINT ON CURVE

POB POINT OF BEGINNING

POP POINT OF PRESENCE

PPM PARTS PER MILLION

PROP PROPOSED

PT POINT OR POINT OF

TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL

INTERSECTION

R RADIUS

RJ RESTRAINED JOINT

RT RIGHT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEC SECTION

SF SQUARE FOOT

SMFO SINGLE MODE FIBER

OPTICS

SPEC SPECIFICATION

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE

MAIN

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

SW SOUTHWEST

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT POINT

TDR TELECOMMUNICATIONS

DISTRIBUTION ROOM

TDU TUBE CABLE DISTRIBUTION

UNIT

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

TOC TOP OF CURB

TR TELECOMMUNICATIONS

ROOM

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UG UNDERGROUND

VC VERTICAL CURVE

VERT VERTICAL

W WEST or WATER

WM WATER METER

WSEL WATER SURFACE ELEVATION

W/ WITH

J00008 CIVIL SHEET INDEX:

CIVIL ABBREVIATIONS

GENERAL NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE WORK, AND AS DESCRIBED IN THE SPECIFICATIONS AND ON THESE DESIGN DRAWINGS. ALL WORKMANSHIP

AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIARIZED WITH THE EXISTING CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR

SHALL REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY AND AWAIT

FURTHER INSTRUCTIONS.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES, AND MAKE ALL REQUIRED AGENCY NOTIFICATIONS TO COMPLETE THE PROJECT.

COMPLIANCE SHALL BE AT ALL LEVELS: FEDERAL, STATE, AND LOCAL RELATING TO THE

PERFORMANCE OF THE WORK.

4. PRIOR TO BEGINNING WORK AND PROCURING MATERIALS THAT COULD BE IMPACTED, CONTRACTOR SHALL INSPECT AND CONFIRM ALL POINTS OF CONNECTIONS TO EXISTING UTILITIES OR SYSTEMS.

POTHOLE WHERE NECESSARY TO VERIFY THE DRAWINGS AGAINST ALL APPLICABLE EXISTING

CONDITIONS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON DISCOVERY OF UNFORESEEN

SITE CONDITIONS OR DISCREPANCIES.

5. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS, AND HIRE PRIVATE UTILITY LOCATE COMPANY TO CONFIRM PRESENCE OF EXISTING BURIED UTILITIES PRIOR TO EXCAVATION. LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED

BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD BE CONSIDERED

APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND

TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE

AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.

6. UTILITY SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS. ANY DEVIATION FROM

THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

7. CONTRACTOR SHALL PREPARE CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE REQUIREMENTS AND OBTAIN

PERMIT FOR PROPOSED WORK. CONTRACTOR SHALL MAINTAIN AND UPDATE SWPPP AS REQUIRED

THROUGHOUT CONSTRUCTION. A COPY OF THE APPROVED CONSTRUCTION SWPPP SHALL BE ON THE

JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

8. CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT PROPERTY

AND TO ENSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH THE WORK.

9. THE CONTRACTOR SHALL PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND

THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR ORIGINAL

CONDITION.

10. DEMOLITION SHALL BE TO THE LIMITS SHOWN ON THE PLANS. THE DEMOLITION LIMITS DEPICTED IN THE PLANS ARE BASED ON THE AVAILABLE INFORMATION OR SURVEY. DEMOLITION LIMITS MAY VARY

DEPENDING ON CHANGED SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

11. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR ADJACENT TO THE CONTRACTOR'S WORK AREA OR INDICATED ON THE PLANS TO REMAIN SHALL BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE IMMEDIATELY

REPAIRED TO MATCH ITS ORIGINAL CONDITION AND THE SATISFACTION OF THE CONTRACTING

OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. ALL MATERIALS SHALL BE NEW MATERIALS AND PURCHASED IN ACCORDANCE WITH THE BUY

AMERICAN ACT.

13. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALED DRAWINGS.

DO NOT SCALE DRAWINGS, AND BRING ALL DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING

OFFICER AND AWAIT FURTHER INSTRUCTIONS.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE CONSTRUCTION PHASING AND

STAGING. NO ADDITIONAL COST TO THE OWNER WILL BE PERMITTED FOR THE RELOCATION OF

TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, OR ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN CONSTRUCTION PHASES IS REQUIRED, UNLESS

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

15. THE CONTRACTOR SHALL NOTIFY THE COR (CONTRACTING OFFICERS REPRESENTATIVE) OF ANY WORK TO BE PERFORMED IN CONFINED SPACE. CONTRACTOR SHALL CREATE AND SUBMIT INDIVIDUAL CONFINED SPACE WORK PLAN. CONTRACTOR SHALL RECEIVE APPROVAL PRIOR TO BEGINNING WORK.

16. ANY U.S.G.S. OR BASE SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR CONSTRUCTION SHALL BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN

PROPERLY REFERENCED IN THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER. CONTRACTOR SHALL REPAIR ANY DAMAGED BENCH MARKS IN ACCORDANCE WITH N.O.A.A. NATIONAL GEODETIC SURVEY GUIDELINES, AND TO THE SATISFACTION OF THE

FACILITY'S G.I.S. BENCHMARK REPRESENTATIVE.

17. CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS, AT ALL TIMES DURING CONSTRUCTION, TO ALL EXISTING FACILITIES AND THOSE THAT MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE VICINITY.

FIRE TRUCK AND EMERGENCY VEHICLE ACCESS SHALL NOT BE BLOCKED.

18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF EXISTING

STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION EQUIPMENT AND LOADS.

19. ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS-BUILT" OR RECORD

REDLINE DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" REDLINE DRAWINGS TO THE

CONTRACTING OFFICER. THE "AS-BUILT" DRAWINGS SHALL BE CAD DRAFTED AND PROVIDED TO COR

IN PDF AND AUTOCAD FORMAT MEETING JBLM DESIGN STANDARDS.

20. ALL DEMOLITION MATERIAL, INCLUDING PAVEMENT AND EXCESS SOIL, EXCEPT AS NOTED IN THE CONTRACT DRAWINGS / SPECIFICATIONS AND / OR SPECIFIED BY THE CONTRACTING OFFICER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE COMPLETELY REMOVED AND DISPOSED OF BY

THE CONTRACTOR.

21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING

AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER IMPROVEMENTS AND

EXCAVATIONS PER STATE AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL ALSO BE

RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING.

EXISTING DATA NOTES:

1. THE EXISTING INFORMATION SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON

INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, GOVERNMENT CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF

THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED

INTO THESE DRAWINGS AS A RESULT.

2. THE ENGINEER ASSUMES NO LIABILITY FOR DAMAGES TO ANY UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY DAMAGES THAT MAY OCCUR DURING

CONSTRUCTION.

3. THE CONTRACTOR MAY CONDUCT TEST PITS (POTHOLE) TO VERIFY EXISTING CONDITIONS. THE

CONTRACTOR SHALL COORDINATE ALL TEST PITS WITH THE COR.

RESTORATION NOTES:

1. RESTORATION SHALL BE IN ACCORDANCE WITH JBLM AND UFC REQUIREMENTS.

2. RESTORE ALL DISTURBED AREAS AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION IN ACCORDANCE WITH CONTRACTING OFFICER'S

REQUIREMENTS.

4. CONTRACTOR SHALL RESTORE THE SITE AND ALL OTHER PHYSICAL FEATURES TO MATCH EXISTING

CONDITIONS WHERE CONSTRUCTION WORK IS PERFORMED.

5. CONTRACTOR TO RETURN DISTURBED SOIL AND LANDSCAPING TO ITS ORIGINAL CONDITION.

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND

PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO

AND FROM SUCH ADJACENT AREAS OR STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES,

WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH WATER

TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

VACUUM, SWEEP, AND DUST THE WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF JBLM; AND DAMAGED ITEMS

SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER

REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER

WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED.

THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND

SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS

AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK

PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF

NEW UTILITY LINES AND NEW CONSTRUCTION.

8. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL

APPURTENANCES RELATED OR CONNECTED THERETO, AS NOTED BELOW:

8.A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

8.B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500 MM)

OUTSIDE BUILDING LINES OF NEW STRUCTURES.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE

AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND

SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED

OF BY THE CONTRACTOR DAILY, OFF THE BASE TO AVOID ACCUMULATION AT THE DEMOLITION

SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY

THE CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY ENGINEER

IMMEDIATELY IF MATERIALS UNCOVERED DURING ANY PART OF THE WORK APPEAR TO BE

CONTAMINATED. ALL LOCAL, STATE AND FEDERAL LAWS SHALL PREVAIL IN THE EVENT OF

CONTAMINATED MATERIALS.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT

LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT DRAINAGE.

CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE

AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

TRAFFIC MANAGEMENT NOTES:

1. ALL ROADWAYS SHALL REMAIN OPEN DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY

THE CONTRACTING OFFICER. ROADWAY CLOSURE DURING CONSTRUCTION REQUIRES THE

CONTRACTOR SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL IN ADVANCE. IF

REQUIRED, ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MOST

CURRENT EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS".

2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT ALL

TIMES, EXCEPT WHERE GIVEN PERMISSION BY JBLM AND THE CONTRACTING OFFICERS

REPRESENTATIVE.

3. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND

BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

4. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND CROSSWALK

CLOSURES.

5. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY

AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE COR PRIOR TO PERFORMING WORK.

7. ALL ROAD CLOSURES SHALL BE OUTSIDE NORMAL WORKING HOURS OF 8:00 AM TO 5:00 PM

MONDAY THROUGH FRIDAY. ROAD CLOSURES AND TRAFFIC CONTROL PLAN SHALL BE APPROVED

BY COR PRIOR TO CONSTRUCTION.

GENERAL UTILITY NOTES:

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERTICALLY AND

HORIZONTALLY FIELD LOCATE BY POTHOLING AND SURVEY ALL PROPOSED UTILITY CONFLICTS AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE PLANS, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER'S

REPRESENTATIVE IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS.

2. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE LOCATED USING THE BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING GOVERNMENT UTILITY OWNERS TO IDENTIFY UNDERGROUND UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS. THE CONTRACTOR SHALL ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES. CONTRACTOR SHALL ALSO REVIEW ALL

UTILITIES WITH JBLM MAINTENANCE STAFF PRIOR TO BEGINNING WORK. PRIOR TO THE

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A FIELD

UTILITY LOCATION SURVEY USING ELECTRONIC, MAGNETIC OR OTHER UNDERGROUND UTILITY

LOCATING PRACTICES. UTILITY OWNERS SHALL BE NOTIFIED AND SHALL HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION. EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES, PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, SHALL BE CARRIED OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION SO OBTAINED FROM THIS UTILITY LOCATION SURVEY

SHALL BE FURNISHED TO THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S

REPRESENTATIVE AND THE A/E PRIOR TO CONSTRUCTION.

3. ALL UNDERGROUND CABLE, UTILITIES, AND ASSOCIATED STRUCTURES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UNDERGROUND CABLES AND/OR UTILITIES

CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY THE

COMPUS, UTILITY COMPANY, ETC.) SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES.

ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE DAMAGED OR DISRUPTED AS A RESULT OF THE

CONTRACTOR'S OPERATIONS, SHALL BE IMMEDIATELY REPAIRED AT THE EXPENSE OF THE

CONTRACTOR AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVE.

4. ALL UTILITY OUTAGES SHALL BE SCHEDULED AND APPROVED THROUGH THE COR (CONTRACTING

OFFICERS REPRESENTATIVE) PER THE APPLICABLE OUTAGE NOTIFICATION REQUIREMENTS.

5. UNLESS ALREADY SPECIFIED IN THE CONTRACT DRAWINGS, CONTRACTOR SHALL RETROFIT ALL EXISTING UTILITY ACCESS POINTS TO BRING FLUSH WITH FINISHED SURFACE WITHIN AREAS OF WORK IN WHICH THE EXISTING GRADE IS MODIFIED BY CONSTRUCTION. THIS WORK IS CONSIDERED PART OF THE CONTRACTED SCOPE, AND APPLIES TO EXISTING UTILITIES THAT ARE NOT TO BE

DEMOLISHED OR ABANDONED WITHIN THE PROJECT LIMITS.

6. ALL MATERIALS, WORKMANSHIP, AND TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS

OF THE CONTRACT SPECIFICATIONS.

7. FIELD VERIFY LOCATION (INCLUDING POT HOLING FOR VERTICAL DEPTH) OF EXISTING UTILITIES AND

INVERT ELEVATIONS OF THE POINT OF CONNECTION PRIOR TO CONSTRUCTION.

8. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN 1'-0" VERTICAL SEPARATION OR WHERE CALLED OUT ON DRAWINGS: POLYETHYLENE PLASTIC FOAM IN ACCORDANCE WITH FEDERAL SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM".

AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG, BUT SHALL

BE A MINIMUM OF 6-IN WIDER THAT OUTSIDE DIAMETER OF PIPE ON EACH SIDE.

9. GATE VALVES INSTALLED UNDER PAVEMENT SHALL HAVE A 2-INCH OPERATING NUT AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES INSTALLED IN AREAS WHERE THE SURFACE

IS OTHER THAN ASPHALT OR CONCRETE, TOP OF VALVE BOX SHALL BE EMBEDDED IN A

CAST-IN-PLACE COLLAR THAT IS 3'-0" MIN SQUARE BY 8-INCHES THICK PLACED ON 4-INCH THICK (MIN)

COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE

10. TESTING OF ALL INSTALLED UTILITY LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

11. ANY REVISIONS TO THESE PLANS, ONCE APPROVED BY THE ENGINEER OF RECORD, SHALL BE

REVIEWED AND RE-APPROVED BY THE CONTRACTING OFFICER.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH SAFETY INCLUDING SHORING (IF REQUIRED) DESIGNED BY A REGISTERED ENGINEER AND WORKER SAFETY WHILE WORKING WITHIN

THE TRENCH.

GRADING & BACKFILL NOTES:

1. BACKFILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE

HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL

LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.

2. GENERAL SITE BACKFILL MATERIAL SHALL MEET JBLM REQUIREMENTS FOR EARTHWORK AND BE IN

ACCORDANCE WITH THE RECOMMENDATIONS IN THE ORIGINAL GEOTECHNICAL REPORT FOR THIS

PROJECT.

3. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS UNLESS SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN POSITIVE DRAINAGE

AWAY FROM BUILDING AND STRUCTURES.

SECURITY:

1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE JBLM SECURITY PROGRAM.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR'S PERSONNEL OF THE JBLM SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE

REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING JOBSITE AT ALL TIMES THROUGHOUT

CONSTRUCTION.

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GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA

STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED

ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

2. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR FIRE HYDRANTS WITHOUT

APPROPRIATE PERMITS AND/OR PERMISSIONS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE

CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL. THESE ARES SHALL BE IMMEDIATELY

SEEDED AND STABILIZED.

5. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE

RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

7. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE DAILY. NO OPEN TRENCHES SHALL

BE LEFT UNATTENDED.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING CONDITIONS, DIMENSIONS, AND GRADES.

9. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE

COMMENCING OR PROCEEDING WITH WORK.

10. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT SHALL BE CUT OR

THAT ARE DAMAGED DURING CONSTRUCTION.

12. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE JBLM OPERATIONS AND EMPLOYEE/STAFF PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND

SCHEDULED WITH THE COR.

13. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE

CONTRACTOR DOCUMENTS. **NO EXCEPTION ALLOWED**

14. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A PROFESSIONAL LICENSED SURVEYOR AT THE

CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR SHALL PROTECT THE PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE PROPERTY SHALL BE

IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

CONTRACTORS ACCESS & STORAGE AREAS:

1. THE CONTRACTOR SHALL COORDINATE WITH THE COR FOR EXACT LOCATION OF STAGING AREA(S) TO BE USED DURING CONSTRUCTION FOR STORAGE / STOCKPILING OF MATERIALS. CONTRACTOR SHALL NOTIFY THE COR PRIOR TO OCCUPYING STAGING AREA. THE CONTRACTOR SHALL VERIFY WITH THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY CHANGES IN STAGING / LAYDOWN AREAS THAT MAY HAVE OCCURRED AFTER PLANS WERE ISSUED.

2. UPON COMPLETION OF THE WORK, THE STAGING AREAS SHALL BE CLEANED AND RESTORED TO THEIR ORIGINAL CONDITION.

3. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING AROUND THE CONSTRUCTION STAGING AREAS WHERE REQUIRED BY COR. CONTRACTOR TO COORDINATE PRIVACY FABRIC REQUIREMENTS WITH COR. CONTRACTOR SHALL BE AWARE OF THE VERTICAL HEIGHTS OF OBJECTS NEAR FENCE LINES;

NO EQUIPMENT OR MATERIAL SHALL BE PLACED NEAR FENCE LINES THAT WOULD ALLOW THE FENCE TO BE SCALED. MAINTAIN A 10 FOOT MINIMUM SEPARATION FROM ALL FENCES FROM STOCKPILES, PARKED VEHICLES, OR OTHER MATERIALS WHICH COULD BE CLIMBED. POST A METALLIC SIGN

DISPLAYING THE CONTRACTOR'S 24 HOUR EMERGENCY CONTACT NUMBER.

4. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE SHALL USE THE ACCESS POINT AS DETERMINED BY THE COR. ALL ASSOCIATED FEES AND COSTS SHALL BE PAID BY CONTRACTOR AND ARE CONSIDERED INCIDENTAL TO THE VARIOUS BID ITEMS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AND STAGING AREAS. THE TRAFFIC CONTROL MEASURES SHALL BE DIRECTED AND APPROVED BY THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER'S REPRESENTATIVE.

6. CONTRACTOR SHALL COORDINATE LOCATION(S) OF SOIL STOCKPILE AREAS WITH THE CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION START. AT A MINIMUM, SOIL STOCKPILES WILL CONSIST OF CLEAN IMPORTED FILL, AND EXCAVATED SOILS WAITING FOR REUSE OR OFF-SITE DISPOSAL, AND STOCKPILES SHALL BE ADEQUATELY SEPARATED FROM EACH OTHER WITHIN THE STOCKPILE AREA(S).

CONTRACTOR'S VEHICLES:

1. CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER. CONTRACTOR'S PERSONNEL SHALL PARK WITHIN THE CONTRACTOR'S STAGING AREA OR

AREAS APPROVED BY THE COR.

2. ALL TRUCKS AND/OR ASSOCIATED VEHICLE HAULING TOOLS, LABOR, EQUIPMENT, MATERIAL OR DEBRIS ON JBLM SHALL BE EQUIPPED AND PREPARED TO PREVENT SPILLAGE OF DEBRIS DURING TRANSPORTATION. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE LEAVING THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES SHALL A VEHICLE BE LOADED BEYOND ITS LEGAL LIMITS OR HIGHER THAN THE SIDEBOARDS.

TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) FACILITIES. REFER TO THE APPLICABLE

DRAWINGS AND THE SPECIFICATIONS FOR PLANS AND DETAILS THAT DESCRIBE THE MINIMUM TESC FEATURES REQUIRED. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL REVISE TESC FACILITIES AND CONFIGURATIONS AS NECESSARY TO ENSURE COMPLETE SILTATION CONTROL AND THAT NO SEDIMENT LADEN WATER ENTERS THE DOWNSTREAM NATURAL OR PIPED DRAINAGE SYSTEM.

2. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO PROTECT THE SITE, ADJACENT LAND AND EXISTING DRAINAGE FEATURES.

3. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES MUST BE REQUIRED IN ACCORDANCE WITH THE CURRENT ENVIRONMENTAL PROTECTION AGENCY'S (EPA) CONSTRUCTION STORMWATER GENERAL PERMIT AND THE APPLICABLE STATE STANDARDS OR MANUAL. DURING THE COURSE OF CONSTRUCTION, IT MUST BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO PROTECT THE SITE, ADJACENT LAND, AND

EXISTING DRAINAGE FEATURES.

4. THE CONTRACTOR SHALL ENSURE THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THESE DRAWINGS PROVIDE ADEQUATE CONTROL SO THAT NO SEDIMENT LADEN WATER LEAVES THE SITE. THE CONTRACTOR MUST INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS TO ENSURE COMPLETE

SILTATION CONTROL.

5. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE MAINTAINED FOR THE DURATION OF

PROJECT CONSTRUCTION.

6. THE BMP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE

WATER STANDARDS.

7. PROVIDE STRAW WATTLE AND COMPOST FILTER SOCK SEDIMENT CONTROL MEASURES OR OTHER APPROVED PERIMETER PROTECTION SEDIMENT CONTROL MEASURES FOR EXISTING DRAINAGE CHANNELS NEARBY OR ADJACENT TO THE PROJECT SITE.

8. PROVIDE INLET PROTECTION AT ALL AREA STORM DRAIN STRUCTURES IN THE AREA OF CONSTRUCTION.

9. THE BMP FACILITIES MUST BE INSPECTED DAILY AND AFTER STORM EVENTS BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. WRITTEN RECORDS MUST BE KEPT OF MONTHLY REVIEWS.

10. THE CONTRACTOR MUST BE RESPONSIBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS, WHICH MAY ACCUMULATE ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. AS A MINIMUM, DIRT, MUD AND OTHER DEBRIS MUST BE REMOVED

FROM PAVEMENT AT THE CLOSE OF EACH CONSTRUCTION DAY.

11. EXPOSED SLOPES AND SURFACES MUST BE STABILIZED FROM SEDIMENT TRANSPORT USING APPROVED BMPS UNTIL THE SITE HAS BEEN STABILIZED AND THE CONTRACTING OFFICER APPROVES THE REMOVAL OF SLOPE STABILIZATION MEASURES.

12. THE CONTRACTOR MUST BE RESPONSIBLE TO ENSURE THAT NO SEDIMENT LADEN RUNOFF LEAVES THE CONSTRUCTION SITE, WORK AREA, OR HAUL ROUTES. THE CONTRACTOR MUST SUBMIT A SEDIMENT AND WATER POLLUTION PREVENTION PLAN TO THE CONTRACTING OFFICER FOR APPROVAL

PRIOR TO BEGINNING ANY WORK.

13. THE CONTRACTOR MUST BE RESPONSIBLE FOR DEWATERING OF ANY EXCAVATION DURING INCLEMENT WEATHER. DEWATERING WATER MUST BE TESTED AND DISPOSED OF IN ACCORDANCE WITH STATE ENVIRONMENTAL REQUIREMENTS ACCORDING TO THE APPROVED SWPPP PLAN.

14. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ONCE THE SITE IS STABILIZED AFTER CONSTRUCTION COMPLETION.

CIVIL PROPOSED LEGEND

CHILLER AND ELECTRICAL LINES

CHAIN LINK FENCE

CONCRETE PAVEMENT

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STORM DRAIN INLET PROTECTION

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DEMOLITION KEYNOTES

SAWCUT AND DEMOLISH EXISTING CONCRETE FOR NEW CONCRETE PADS

EXISTING CONCRETE PAD TO BE DEMOLISHED

1" = 10' scale feet

2010010

J00008 MECHANICAL YARD - DEMOLITION PLANH1

CS101 SCALE: 1" = 10'

J00008 MECHANICAL YARD - SITE PLANA1

CS101 SCALE: 1" = 10'

SITE KEYNOTES

CHILLER CONCRETE PAD, SEE STRUCTURAL PLANS

2 TRANSFORMER CONCRETE PAD, SEE STRUCTURAL PLANS

3 TRANSFER SWITCHES CONCRETE HOUSEKEEPING PAD, SEE STRUCTURAL

PLANS

4 GENERATOR CONCRETE HOUSEKEEPING PAD, SEE STRUCTURAL PLANS

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