Plans- Amendment R0004.pdf

PDF 15 MB Posted Apr 12, 2023

Attached to: Three Story Barracks Federal contract opportunity
Solicitation number: W912DW23R2001
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

Written by GovTribe AI · Dec 28, 2023

This file provides details on a federal construction solicitation. The solicitation is for a Three Story Barracks project located at Joint Base Lewis McChord in Washington. The solicitation seeks construction services to build the barracks facility and closes for responses on April 13, 2023. Additional specifications, drawings, and brand name or equal documents are included as attachments to help potential offerors fully understand the project requirements. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Seattle, which will award the contract.

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Other files for this federal contract opportunity

Other files attached to Three Story Barracks, newest first.
File	Type	Posted
Amendment 06_Three Story Barracks.pdf	PDF	Jul 26, 2023
Addtional Inquiries with Government Responses - Barracks.pdf	PDF	Apr 13, 2023
Amendment 05 -Barracks.pdf	PDF	Apr 13, 2023
Attachment A - Index of Drawings- Amendment R0004.docx	DOCX document	Apr 12, 2023
Specs- Amendment R0004.pdf	PDF	Apr 12, 2023
Amendment R0004 - Barracks.pdf	PDF	Apr 12, 2023
Summary of changes in Amendment 4 (R0004).docx	DOCX document	Apr 12, 2023
Specs.pdf	PDF	Apr 3, 2023
00 72 00-A.docx	DOCX document	Apr 3, 2023
Drawings.pdf	PDF	Apr 3, 2023
Summary of Changes in Amendment 0003 - Drawings and Specs.pdf	PDF	Apr 3, 2023
Amendment 03- Barracks.pdf	PDF	Apr 3, 2023
signin sheet.pdf	PDF	Mar 28, 2023
Site Visit Slides - Barracks_sfn.pptx	PPTX presentation	Mar 28, 2023
Amendment 0002 - Barracks.pdf	PDF	Mar 15, 2023
Amendment 0001 - Barracks.pdf	PDF	Mar 15, 2023

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C-501

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1'-6"

1/2" R

1" R 5 1/2"

6 1/2"

MATCH ROADWAY SLOPE

FACE OF CURB

ROADWAY

FINISHED 1/2" R

1'-0"

G G

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24"

V A

AC PAVEMENT

#4 BARS 16" O.C. E.W.

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DESCRIPTION

HMA WEARING COURSE (SPEC 32 12 16)

AGGREGATE BASE COURSE (SPEC 32 11 23)

SUBBASE COURSE (SPEC 32 11 20)

COMPACTED SUBGRADE (SPEC 31 00 00)

NTS

PCC CURB AND GUTTER

NTS

ASPHALTIC CONCRETE (HMA) WITH CURB PAVEMENT SECTION

THICKNESS DESCRIPTION

(SPEC 32 12 16)

HMA WEARING COURSE

(SPEC 32 11 23)

AGGREGATE BASE COURSE

(SPEC 31 00 00)

COMPACTED SUBGRADE

ASPHALTIC CONCRETE (HMA) PAVEMENT SECTION - BENNETT AVENUE

NTS

THICKNESS DESCRIPTION

(SPEC 32 13 13.06)

PORTLAND CEMENT CONCRETE

( SPEC 32 11 23)

AGGREGATE BASE COURSE

(SPEC 31 00 00)

COMPACTED SUBGRADE

PORTLAND CEMENT CONCRETE (PCC) PAVEMENT SECTION - FIRE TRUCK ACCESS ROAD

NTS

THICKNESS DESCRIPTION

(SPEC 32 13 13.06)

PORTLAND CEMENT CONCRETE

( SPEC 32 11 23)

AGGREGATE BASE COURSE

(SPEC 31 00 00)

COMPACTED SUBGRADE

PORTLAND CEMENT CONCRETE (PCC) SIDEWALK SECTION

NTS

18"

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2. GUTTER NEED NOT SLOPE BACK TO CURB IF CATCH BASIN IS PRESENT.

PRIOR TO PLACEMENT OF ASPHALT CONCRETE.

1. CURBS SHALL BE CLEAN AND TACK COATED WITH AN ASPHALT EMULSION

NOTE:

SOIL SUBGRADE

COMPACTED

NTS

DROPPED CURB

THICKNESS DESCRIPTION

(SPEC 32 12 16)

HMA WEARING COURSE

(SPEC 32 11 23)

AGGREGATE BASE COURSE

(SPEC 31 00 00)

COMPACTED SUBGRADE

ASPHALTIC CONCRETE (HMA) PAVEMENT SECTION - 2ND DIVISION DRIVE

NTS

THICKNESS DESCRIPTION

(SPEC 32 13 13.06)

PORTLAND CEMENT CONCRETE

( SPEC 32 11 23)

AGGREGATE BASE COURSE

(SPEC 31 00 00)

COMPACTED SUBGRADE

PORTLAND CEMENT CONCRETE (PCC) PAVEMENT SECTION - UTILITY PADS

NTS

AMDT R0004

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Text Box

APRIL 2023

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ENCASEMENT

CONCRETE

CAST-IN-PLACE BASE

PRECAST BASE

FINISH IN CHANNELS

1" CEMENT MORTAR

#4 AT 12" EW

4'5" MIN

1" CEMENT MORTAR

CONE SECTION

ECCENTRIC

COATING

BITUMINOUS

FINISH GRADE

3' DIA.

TOP ELEVATIONS AS INDICATED

MANHOLE FRAME AND COVER

ADJUSTING RING

OVER PIPES

DO NOT STAGE STEPS

MANHOLE SECTIONS

PRECAST CONCRETE

SEWER MANHOLES

OR EQUAL ON SANITARY

CONNECTOR. Z-LOK GASKET,

FLEXIBLE PIPE TO MANHOLE

5" MIN '

3' DIA '

4"'

26"'

25 3/4"'

24"'

27"'

3/4"'3/4"'

39"'

STRUCTURE

6 - 0" I.D. MANHOLE

PLATE

8" DIA. ORIFICE OUTLET RISER

SAFETY GRATE OVER

AND COVER DETAIL)

OUTLET RISER (SEE FRAME

INSPECTION PIPE AND

ORIENTED OVER OIL

TOP SLAB ACCESS TO BE

BOTTOM BARREL

TO FINISHED GRADE

CONTRACTOR TO GROUT

GRADE RINGS/RISERS

ELEVATION

PERMANENT POOL

INLET PIPE

W E

A R

8' - 0"

INSIDE OF TOP SLAB

PIPE (TOP 1" MIN. FROM

6" DIA. OIL INSPECTION

OUTLET PIPE

SAFETY GRATE

RISER

OULET

24" DIA.

SUMP

SOLIDS STORAGE

12" DROP TEE

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NOT TO SCALE

EXTERIOR DROP SANITARY SEWER MANHOLE

FLOOR

CONCRETE

INDICATED

INVERT AS

M A

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C-508

NOT TO SCALE

WATER QUALITY MANHOLE

1" CEMENT MORTAR

CONE SECTION

ECCENTRIC

MANHOLE FRAME AND COVER TOP ELEVATION AS INDICATED

FINISH GRADE

#4 AT 12" EW CAST-IN-PLACE BASE

PRECAST BASE

FINISH IN CHANNELS

1" CEMENT MORTAR

FLOOR

CONCRETE

INDICATED

INVERT AS

COATING

BITUMINOUS

M A

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C-508

STEPS OVER PIPES

DO NOT STAGE

SEWER MAHOLES.

EQUAL ON SANITARY

Z-LOK GASKET, OR

MANHOLE CONNECTOR,

FLEXIBLE PIPE TO

ADJUSTING RING

NOT TO SCALE

SANITARY SEWER MANHOLE

MACHINED

FRAME,

COVER AND

HALF PLAN

ELEVATION

APPLICABLE FOR EACH TYPE OF SEWER.

IN 2 INCH LETTERING, IN THE MANHOLE LID AS

CAST THE WORD "STORM" , OR "SANITARY" ,

:NOTE

NOT TO SCALE

MANHOLE FRAME AND COVER

C-508

NOT IN SCOPE

FLOW

STRUCTURE AND PIPE WITH NON-SHRINK GROUT.

14. CONTRACTOR MUST FILL THE ANNULAR SPACE BETWEEN

TYPE 316 STAINLESS STEEL CONFORMING TO ASTM A 320.

13. INTERNAL HARDWARE COMPONENTS SHALL BE MANUFACTURED OF

STRUCTURE.

AND REACH CAPACITY TO LIFT AND SET THE WATER QUALITY MANHOLE

12. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING

CONFORMING TO ASTM C-990.

11. JOINTS SHALL BE SEALED WITH JOINT SEALANT COMPOUND

CONFORMING TO ASTM A615, A 185, OR A 497.

WELDED STEEL WIRED, OR DEFORMED WELDED STEEL WIRE

10. REINFORCING STEEL SHALL BE DEFORMED STEEL BARS,

TO ASTM C-150.

9. CEMENT SHALL BE TYPE 3 PORTLAND CEMENT CONFORMING

STRENGTH OF 4,000 PSI.

8. CONCRETE SHALL HAVE A 28-DAY MINIMUM COMPRESSIVE

ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD.

7. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO

6. IRON CASTINGS SHALL MEET AASHTO M 306.

COVER OF 0-FEET.

LATERAL EARTH AND AASHTO HS20 LOAD RATING, ASSUMING EARTH

5. CONCRETE STRUCTURE SHALL BE DESIGNED TO WITHSTAND

BY THE MANUFACTURER TO REMOVE THE POLLUTANTS.

4. THE WATER QUALITY MANHOLE SHALL BE SIZED, AS NECESSARY,

SUSPENDED SOLIDS.

WATER QUALITY MANHOLE MUST REMOVE 80% OF THE TOTAL

3. ASSUMING AN INFLUENT CONCENTRATION OF 100 MG/L, THE

PEAK STORMWATER FLOW RATE OF 1.6 CFS.

2. THE WATER QUALITY MANHOLE MUST PROVIDE SERVICE FOR A

REMOVAL.

FROM STORMWATER FLOWS AND STORE THE POLLUTANTS FOR

1. THE WATER QUALITY MANHOLE MUST REMOVE OIL AND SEDIMENT

WATER QUALITY MANHOLE NOTES:

PLAN VIEW

FRAME AND COVER

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KEYNOTES

74 5

MAIL PICKUP

LOUNGE

VENDING

ENTRY

RECYCLE

JAN

CATV

LAUNDRY

CORRIDOR

ELEC

MECH

109STAIR 2

S2.1

TOILET

MUD

8' - 0"

11' - 1"

8' - 0"

ALIGN

8' - 6"

8' - 0"

ALIGN

A L

ALIGN FOF

A L

GYPSUM BOARD CEILING (+9'-0" AFF UON)

SEE ENLARGED RCP FOR TYP. UNIT INFORMATION

SUPPLY AIR DIFFUSER

REFER TO MECHANICAL DWGS

RETURN AIR DIFFUSER

REFER TO MECHANICAL DWGS

EXHAUST FAN

REFER TO MECHANICAL DWGS

EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGN) DARKEN

AREA DENOTES LIGHTED FACE - REFER TO ELECTRICAL

OCCUPANCY SENSOR OR DAYLIGHTING SENSOR

CEILING MOUNTED, MULTI DIRECTIONAL - REFER TO

ELECTRICAL

ACCESS PANEL (SEE GENERAL NOTE 7)

EXPOSED / OPEN TO STRUCTURE

[OTS]

FIRE SUPPRESSION - WHITE CONCEALED SPRINKLER HEAD

REFER TO FIRE PROTECTION DWGS

FIRE ALARM - STROBE/SPEAKER

REFER TO FIRE ALARM DWGS

FIRE SUPPRESSION - SIDEWALL SPRINKLER

REFER TO FIRE PROTECTION DWGS

X'-X" CEILING HEIGHT (9'-0" AFF UON)

CEILING PLAN LEGEND

LIGHTING FIXTURES,

REFER TO ELECTRICAL

FIRE SUPPRESSION - PENDANT SPRINKLER HEAD

REFER TO FIRE PROTECTION DWGS

/A4 A-407

PHOTOELECTRIC SMOKE DETECTOR

REFER TO FIRE ALARM DWGS

CARBON MONOXIDE DETECTOR

REFER TO FIRE ALARM DWGS

GENERAL NOTES

1. REFER TO PLUMBING, MECHANICAL, ELECTRICAL, FIRE SUPPRESSION, FIRE

ALARM, AND TELECOMMUNICATION DRAWINGS FOR ALL VENTS, SPRINKLER

HEADS, GRILLES, REGISTERS, DIFFUSERS, DUCTS, LIGHTS, DETECTORS, ETC. AND

COORDINATE SAME AS REQUIRED.

2. COORDINATE ALL STRUCTURAL, PLUMBING, MECHANICAL, FIRE SUPPRESSION,

AND ELECTRICAL WORK WITH CEILING HEIGHTS AND ARCHITECTURAL WORK.

WHERE CONFLICTS IN DEVICES OCCUR, COORDINATE FINAL LOCATIONS WITH

ARCHITECT.

3. REFER TO INTERIOR DRAWINGS FOR ROOM FINISH SCHEDULES AND CEILING

MATERIALS AND FINISHES.

4. ALL CEILING MOUNTED OR RECESSED ITEMS SHOWN OR NOT ON REFLECTED

CEILING PLANS INCLUDING BUT NOT LIMITED TO SPRINKLER HEADS, SPEAKER

GRILLES, LIGHTS ETC. SHALL BE INSTALLED IN A CONSISTENT PATTERN.

5. LOCATE SPRINKLER HEADS IN CEILING IN CONSISTENT PATTERNS AS INDICATED.

SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION.

6. NOTIFY ARCHITECT/ENGINEER OF ALL ITEMS NOT SHOW ON REFLECTED CEILING

PLAN AND LOCATE PER ARCHITECT/ENGINEER DIRECTION. WHERE CONFLICT IN

DEVICES OCCURS, COORDINATE WITH COR PRIOR TO INSTALLATION. IF MEP

ELEMENTS REQUIRE AN ACCESS PANEL IN A GYPSUM BOARD CEILING,

COORDINATE LOCATION WITH COR.

7. CONTRACTOR SHALL COORDINATE FINAL LOCATIONS OF ACCESS PANELS WITH

FINAL LOCATIONS OF EQUIPMENT NEEDING ACCESS AND THE SIZE SHALL BE

COORDINATED BASED ON PRODUCTS SELECTED AND MFR RECOMMENDATIONS.

8. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPE AND SIZE.

9. ALL CEILING PENETRATIONS SHALL BE TREATED AS PERIMETER CLOSURES AND

SHALL ALLOW A MINIMUM OF 3/8" CLEARANCE BY USE OF SUITABLE

ESCUTCHEONS OR CLOSURE DETAILS.

10. REFER TO SHEET A-407 FOR TYPICAL UNIT INFORMATION AND LOCATIONS OF

SMOKE DETECTORS IN UNITS.

11. PROVIDE GYPSUM BOARD CONTROL JOINTS PER SPEC 09 29 00, SECTION 3.2.13.

US Army Corps of Engineers ®

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04' 4' 8' 12'

1/4" = 1'-0"A1

FIRST FLOOR ENLARGED CORE RCP

KEY NOTE

1 CEILING SOFFIT, SEE DETAIL C8/A-512

2 ACCESS DOOR, LOCATE PER SPECIFICATIONS

3 CEILING HEADER, SEE DETAIL E8/A-512

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GENERAL NOTES

1. REFERENCE SHEET IN602 FOR THE INTERIOR FINISH MATERIALS

LEGEND.

2. NORTH, SOUTH, EAST AND WEST AS NOTED ON THE ROOM FINISH

SCHEDULE SHALL BE IN ACCORDANCE WITH PLAN NORTH AS

INDICATED ON THE ARCHITECTURAL FLOOR PLANS IN THIS DRAWING

SET.

3. PAINT ALL INTERIOR WALL AND CEILING MOUNTED ITEMS SUCH AS

VENTS, GEILL COVERS, FIRE EXTINGUISHER CABINET FACES &

FRAMES, ETC. TO MATCH THE SURFACE ON WHICH THEY APPEAR.

4. PAINT ALL METAL DOORS AND FRAMES (PT-20) UNLESS OTHERWISE

NOTED, PAINT TO BE FACTORY FINISHED.

5. STAIN ALL WOOD DOORS TO MATCH HDPL-1, UNLESS OTHERWISE

INDICATED.

6. PROVIDE AND INSTALL SOLID SURFACE MATERIAL (SSM-3) TUB

SURROUND PANELS AND COMPONENTS AS DETAILED.

7. PROVIDE AND INSTALL PLATE GLASS MIRROR PANEL (MG) ABOVE ALL

VANITY COUNTERTOPS.

8. PROVIDE AND INSTALL RAIL SYSTEM ENTRANCE WALK OFF MAT (WOM)

IN LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS.

9. PROVIDE AND INSTALL TROWELED SEAMLESS RESINOUS FLOORING

AND INTEGRAL COVE BASE AS SCHEDULED.

10. PROVIDE LEVEL 2 GWB FINISH BEHINE SOLID SURFACE TUB

SURROUND PANEL LOCATIONS.

11. PROVIDE NO HARDENER OR SEALER TO FLOORS RECEIVING

SEAMLESS RESINOUS FLOORING (SRF).

12. ALL WALLS SHALL BE A LEVEL 4 FINISH BEFORE APPLYING FINISHES.

13. ALL FLOOR FINISH CHANGES ARE TO PROVIDE PROPER TRANSITION

STRIPS AND FLOOR LEVELING AS REQUIRED.

14. CHANGES IN FLOOR FINISH SHALL OCCUR AT THE CENTER OF THE

DOOR IN THE CLOSED POSITION. AT OPENING WHERE NO DOOR IS

INDICATED, THE CHANGE IN FLOOR FINISH SHALL ALIGN WITH THE

OUTSIDE EDGE OF THE OPENING, UNLESS OTHERWISE INDICATED.

15. UNLESS OTHERWISE NOTED ALL PAINT SHALL BE EGGSHELL SHEEN.

16. ALL PAINT IN RESTROOMS/ WET AREAS SHALL BE EPOXY.

17. CONSTRUCT, FABRICATE AND INSTALL CABINETS AND COUNTERS TO

DIMENSIONS AND FINISHES AS SHOWN.

18. PROVIDE AND INSTALL PORCELAIN WALL TILE ON WALLS ADJACENT

TO MOP SINK AS SHOWN ON THE ELEVATION.

19. WINDOW SILLS SHALL BE FINISHES WITH 1/2" THICK SSM-2 WITH

SQUARE EDGE.

20. PAINT ALL EXPOSED NON-STAINLESS METAL STAIR COMPONENTS

INCLUDING STRINGERS PT-20.

21. ALL PAINTS, COATINGS, ADHESIVES, SEALANTS, FLOORING,

COMPOSITE WOOD, FLOORING AND WALLS SHALL HAVE ZERO VOC

EMISSIONS IN ACCORDANCE WITH SUSTAINABILITY AND LEED GOALS.

REFER TO SPECIFICATION SECTION 01 33 29.

22. PROVIDE IMPACT RESISTANT GYPSUM BOARD (GWBI) IN CORRIDORS,

STORAGE ROOMS, STAIRWELLS, LAUNDRY ROOM AND AS NOTED ON

THE DRAWINGS. PROVIDE LEVEL 4 FINISH IN ACCORDANCE WITH USG

HANDBOOK.

23. PROVIDE MOISTURE RESISTANT GYPSUM BOARD (GWBM) IN ALL

BATHROOMS, VANITIES, KITCHENS AND AS NOTED ON THE DRAWINGS.

24. PAINT ACCENT WALLS (PT-3) IN CORRIDORS AS SHOWN ON FINISH

PLANS.

25. PROVIDE AND INSTALL WINDOW SHADES (WB) FOR ALL WINDOWS AS

INDICATED AND LOCATED ON THE DRAWINGS. ALL ROLLER SHADES

SHALL UTILIZE AN "INSIDE" MOUNTING METHOD.

26. USE METAL TILE TRIM (MTT-3) AT ALL TILE TRANSITIONS WHERE FLOOR

TILE TRANSITIONS TO WALL TILE.

US Army Corps of Engineers ®

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INTERIOR ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOORING

FINISH BASE FINISH

NORTH WALL

MATERIAL

NORTH WALL

FINISH

EAST WALL

MATERIAL

EAST WALL

FINISH

SOUTH WALL

MATERIAL

SOUTH WALL

FINISH

WEST WALL

MATERIAL

WEST WALL

FINISH

CEILING

FINISH

100 CORRIDOR PFT-1, 2 & 3 PFTB-2 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 PT-10

101 CQ PFT-2 PFTB-2 GWBI PT-3 GWBI PT-1 GWBI --- GWBI --- PT-10

102 LOUNGE PFT-2 & 4 PFTB-2 GWBI PT-1 GWBI --- GWBI PT-1 GWBI PT-1 PT-10

103 VENDING PFT-2 PFTB-2 GWBI PT-1 GWBI PT-1 GWBI PT-1 GWBI PT-1 PT-10

104 ENTRY WOM RB-1 GWBI PT-1 GWBI PT-1 GWBI PT-1 GWBI PT-1 PT-10

105 MUD SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10

106 CATV SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS

107 TR SDT RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS

108 ELEC SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS

109 MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 OTS

110 TOILET PFT-6 --- GWBM PWT-1 / PT-2 GWBM PWT-1 / PT-2 GWBM PWT-1 / PT-2 GWBM PWT-2 PT-10 111 JAN PFT-5 PFTB-2 GWBM PWT-1 / PT-2 GWBM PT-2 GWBM PT-2 GWBM PWT-1 / PT-2 PT-10

112 RECYCLE PFT-5 PFTB-2 GWBI PT-2 GWBI PT-2 GWBI PT-2 GWBI PT-2 PT-10

113 MAIL PFT-5 PFTB-2 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 PT-10

114 LAUNDRY SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10

135 VEST PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

141A TYPICAL KITCHEN LT-1 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

141B TYPICAL MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 OTS

141C TYPICAL BATH PFT-5 --- GWBM PWT-1 GWBM PWT-1 SSM-2 GWBM PWT-1 / SSM-2 GWBM PWT-1 / SSM-2 PT-10

141D TYPICAL CLOSET LT-1 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

141E TYPICAL BEDROOM LT-1 RB-1 GWB PT-3 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

141F TYPICAL BEDROOM LT-1 RB-1 GWB PT-3 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

141G TYPICAL CLOSET LT-1 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

150 VEST PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

200 CORRIDOR PFT-1, 2 & 3 PFTB-2 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 PT-10

201 JAN PFT-5 RB-1 GWBM PWT-1 / PT-2 GWBM PT-2 GWBM PT-2 GWBM PWT-1 / PT-2 PT-10

202 LOUNGE PFT 2 & 4 TTB GWBI PT-3 GWBI PT-3 GWBI --- GWBI --- PT-10

208 ELEC SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS

209 TR SDT RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS

210 MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 OTS

215 LAUNDRY SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10

300 CORRIDOR PFT-1 PFTB-2 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 GWBI PT-1 / PT-3 PT-10

301 JAN PFT-5 RB-1 GWBM PWT-1 / PT-2 GWBM PT-2 GWBM PT-2 GWBM PWT-1 / PT-2 PT-10

302 LOUNGE PFT-2 & 4 PFTB-2 GWBI PT-3 GWBI PT-3 GWBI --- GWBI --- PT-10

308 ELEC SC RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 OTS

309 TR SDT RB-1 PLY PT-2 PLY PT-2 PLY PT-2 PLY PT-2 PT-10

310 MECH SC RB-1 GWB PT-2 GWB PT-2 GWB PT-2 GWB PT-2 PT-10

315 LAUNDRY SRF SRFB GWBM PT-2 GWBM PT-2 GWBM PT-2 GWBM PT-2 PT-10

S1.1 STAIR 1 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---

S1.2 STAIR 1 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---

S1.3 STAIR 1 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---

S2.1 STAIR 2 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---

S2.2 STAIR 2 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---

S2.3 STAIR 2 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ---

S3.1 STAIR 3 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

S3.2 STAIR 3 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

S3.3 STAIR 3 PFT-2 RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-10

E N D

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MAR 2023

G3ENEBS9

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AMDT R0004

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APRIL 2023

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REVISED IAW AMDT R0003

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MECHANICAL SYMBOL LEGEND

GENERAL NOTES

DESCRIPTIONSYMBOL

BALL VALVE

CHECK VALVE

UNION

DIRECTION OF PITCH DOWN

PRESSURE GAUGE WITH

GAUGE COCK

THERMOMETER WITH

THERMOMETER WELL

STRAINER (TYPE AS SPECIFIED)

GATE VALVE

BUTTERFLY VALVE - MANUAL

BUTTERFLY VALVE - MOTORIZED

PRESSURE RELIEF VALVE

FLOW SWITCH

HEATING WATER SUPPLY

HEATING WATER RETURN

CHILLED WATER

COMPRESSED AIR

CONDENSATE DRAIN

REFRIGERANT (SUCTION & LIQUID)

VALVE IN RISER

RISER DOWN (ELBOW)

RISER UP (ELBOW)

RISE OR DROP

BRANCH - TOP CONNECTION

BRANCH - BOTTOM CONNECTION

BRANCH - SIDE CONNECTION

CAP ON END OF PIPE

DIAGRAM OR DETAIL NUMBER

SHEET NUMBER

DIRECTION OF FLOW

HWS

HWR

2ND DIMENSION - DEPTH (IN)

1ST DIMENSION - SIDE SHOWN (IN);

RETURN OR TRANSFER GRILLE

ROUND DUCT SIZE (IN)

AIR TERMINAL TYPE AND

CFM

CEILING ACCESS PANEL

EMERGENCY SHUTOFF SWITCH

FLEXIBLE CONNECTION

DUCT CHANGE OF

ELEVATION,

RISE (R), DROP (D)

SMACNA DUCT

PRESSURE

CLASSIFICATION, IN W.G.

CONICAL TAP

CEILING DIFFUSER

ELBOW WITH TURNING VANES

SUPPLY DUCT SECTION

MANUAL DAMPER

ELBOW UP (EXHAUST, RETURN

DUCT DIMENSION

FIRE DAMPER

VOLUME DAMPER

ELBOW DOWN (EXHAUST, RETURN

OR OUTSIDE AIR)

45° DEGREE TAP

OR OUTSIDE AIR)

EXHAUST, RETURN OR OUTSIDE

AIR DUCT END SECTION

ELBOW DOWN (SUPPLY)

ELBOW UP (SUPPLY)

24/12

(OR 24x12)

AIR

FDFD

24 ø

ABBREVIATIONS

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AIR FOIL

ACTUAL CFM

AIR COMPRESSOR /

ALTERNATING CURRENT

APPROXIMATE

ALUMINUM

AIR PRESSURE DROP

AIR-COOLED CONDENSER

ACFM

ACC

APD

APPROX

ALUM

AFF

AHU

CLEANOUT

COMPRESSOR

CIRCULATING PUMP

CONTINUED

CONNECTION

CUBIC FEET PER MINUTE

COMPRESSED AIR

BRITISH THERMAL UNITS

BRAKE POWER

CAPACITY

CENTRIFUGAL FAN

CEILING DIFFUSER

CEILING REGISTER

CABLE STANDARD

CATEGORY 5 ETHERNET

CAT5

CABINET HEATER

COLD WATER

CONTROL

CO2

PER HOUR

BRITISH THERMAL UNITS

CARBON DIOXIDE

CAP

BTUH

CFM

BTU

BFP

BHP

BLDG

BACKDRAFT DAMPER

BOILER

CTL

BACKFLOW PREVENTER

BUILDING

BACKWARD INCLINED

BRAKE HORSEPOWER

COMPR

CONT

CONN

DRAIN-WASTE-VENT

DWV

DDC

DWG

DOOR LOUVER

DOOR GRILLE

DRY BULB / DECIBELS

DRINKING FOUNTAIN

DRAIN

DIAMETER NOMINAL

DOWN /

DIRECT DIGITAL CONTROL

DRAWING

DIAMETER

FPM

FLR

DEGREE FAHRENHEIT

FTR

°F

EMERGENCY SHUTOFFES

FCO

FIXT

FLEX

FDC

FLOOR CLEANOUT

FLOOR DRAIN

FIRE DAMPER /

FLEXIBLE CONNECTION /

FORWARD CURVED

FIRE DEPARTMENT

FEET PER MINUTE

CONNECTION

FLOOR

FIRE PROTECTION

FIXTURE

FLEXIBLE

FLUE THROUGH ROOF

FACE VELOCITY

FLOW SENSOR

FEET

EWH

ESP

EWT

EXT

EACH / EXHAUST AIR

EXH

EXIST

EER

EAT

EFF

EMCS

ENT

ELEV

ENTERING AIR TEMP

EXHAUST

EXISTING

ELECTRIC WATER HEATER

ENTERING WATER TEMP

EXTERNAL / EXTERIOR

ENERGY MONITORING &

CONTROL SYSTEM

EWC ELECTRIC WATER COOLER

EFFICIENCY

EXHAUST GRILLE

ENERGY EFFICIENCY RATIO

EXHAUST FAN

ELEVATION

EXTERNAL STATIC

EXPANSION TANK

ENTERING

EXHAUST REGISTER

NO.

MOUNTING

MOUNTED

NAT GAS

NATURAL GAS

NORMALLY CLOSED

NORMALLY OPEN

NATURAL GAS

NPSH

NOM

NOT APPLICABLE

NTS

MOTOR OPERATED DAMPER

MBH

MIN

MECH

MAX

LEAVING WATER TEMP

MOTORIZED DAMPER

1000 BTUH

MINIMUM / MINUTE

MECHANICAL

MAXIMUM

MTD

MOD

MIXED AIR

MTG

NUMBER

PRESSURE

POINT OF CONNECTION

PRESSURE REDUCING VALVE

PROPELLER

PHASE

PSI

PRV

PRESSURE DROP

PSIG POUNDS PER SQUARE INCH

PARTS PER MILLION

PROPANE / PUMP

GAUGE

PPM

P/A

POUNDS PER SQUARE INCH

PROPANE / AIR MIXTURE

PROP

OPER

OPNG

NET POSITIVE SUCTION HEAD

NOMINAL

NOT TO SCALE

PRESS

POC

OPENING

OUTSIDE DIAMETER

OUTSIDE AIR

OPERATING

GALLONS PER MINUTE

GALLONS PER HOUR

WATER

GROUND

GROUND CLEANOUT

HWS

GALLON

GAS

HEATING WATER RETURN

HEATING AND VENTILATING

HEAT EXCHANGER

HEATING WATER SUPPLY

HEATING

HOSE BIBB

HEIGHT

HEAT RECOVERY UNIT

HWR

H2O

GRND

GPM

GAL

GPH

GCO

HVAC

HWC

HTG

HRU

HOUR

KILOWATTKW

LBS

LAT

INCHES WATER GAGE

INVERT ELEVATION

INSIDE DIAMETER

INDIRECT WASTE

INCH

POUNDS

LEAVING

LEAVING AIR TEMP

LWT

LVG

IN ACCORDANCE WITH

HIGH TEMPERATURE HOT

HORSEPOWER / HEAT PUMP

HTHWS

WATER SUPPLY

HOT WATER (RE)CIRCULATION

AIR CONDITIONING

HEATING, VENTILATING &

HEATING WATER

DOMESTIC HOT WATER /

IN WG

WATER RETURN

HIGH TEMPERATURE HOT

IAW

HTHWR

TOTAL STATIC PRESSURE

TYPICAL

UNDERCUT (DOOR)

TRANSFER GRILLE

SYSTEM

TEMPERATURE

UNIT HEATER

VELOCITY

VARIABLE FREQUENCY DRIVE

VENT THROUGH ROOF

VOLUME DAMPER

VENT / VOLTAGE

VARIABLE AIR VOLUME

SMOKE DAMPER

SECOND

SUPPLY AIR

REQUIREMENT

RETURN REGISTER

SANITARY SEWER

SENSIBLE

SANITARY SEWER

STORM SEWER

STANDARD

SQUARE FEET

SENSIBLE HEAT CAPACITY

STATIC PRESSURE

SUPPLY

WITH

SHEET METAL & AIR

CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

CONTROL SYSTEM

UMCS UTILITY MONITORING &

WATER HEATER /

VOLTS DIRECT CURRENT

SNVT STANDARD NETWORK

VDC

WALL HYDRANT

SUPPLY FAN /

SQUARE FEET

WATER HAMMER ARRESTER

WATER PRESSURE DROP

WEIGHT

WATER GAGE

WET BULB

WATER COLUMN

WALL CLEANOUT

WATER

WATTS / WATER / WASTE

SPLY

SQ FT

SMACNA

SENS

SHC

SYST

TEMP

STD

SEC

REQ'D

QTY

RPBFP

RPM

RQMT

TSP

WTR

QUANTITY

RETURN AIR

WHA

WPD

REDUCED PRESSURE

BACKFLOW PREVENTER

REVOLUTIONS PER MINUTE

ROOM

REQUIRED

RETURN GRILLE

RELATIVE HUMIDITY

VAV

TYP

VEL

WCO

VFD

VTR

DIA, ø

PH, ø

EXHAUST GRILLE

TS TIMED SWITCH

THERMOSTAT

1. "GENERAL NOTES" APPLY TO ALL MECHANICAL DRAWINGS. "KEY NOTES" APPLY

ONLY TO THE SHEETS ON WHICH THEY APPEAR.

2. SOME SYMBOLS/ABBREVIATIONS INDICATED ON THIS LEGEND SHEET MAY NOT

APPEAR IN THE DRAWINGS.

3. DIMENSIONS ON MECHANICAL DRAWINGS ARE INDICATED IN FEET AND INCHES.

4. REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS THESE

NOTES AND OTHER DRAWING INFORMATION.

5. MECHANICAL DRAWINGS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT.

PROVIDE ANY ADDITIONAL DROPS, RISES, OR OFFSETS REQUIRED FOR A

COMPLETE SYSTEM INSTALLATION. COORDINATE EXACT ROUTING OF MECHANICAL

WORK WITH ALL OTHER TRADES AND OBSTRUCTIONS PRIOR TO BEGINNING WORK.

COORDINATE EXACT LOCATIONS OF CEILING MOUNTED EQUIPMENT WITH LIGHTS,

CEILING GRID, SPRINKLERS AND OTHER OBSTRUCTIONS. FIELD VERIFY EXISTING

CONDITIONS IF APPLICABLE.

6. EQUIPMENT SHOWN ON THE DRAWINGS WAS OBTAINED FROM COMMON

MANUFACTURERS OF HVAC EQUIPMENT AND ACCOUNTS FOR CLEARANCES AND

OVERALL DIMENSIONS. SELECT AND PROVIDE HVAC EQUIPMENT THAT WILL FIT IN

THE MECHANICAL SPACES PROVIDED, WHILE MAINTAINING MANUFACTURER'S

MAINTENANCE CLEARANCES.

7. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK

REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR

EXECUTING IT PROPERLY. IF THE CONTRACTOR FINDS DISCREPANCIES IN THE

CONSTRUCTION DOCUMENTS OR SPECIFICATIONS, THEN THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. THE CONTRACTOR SHALL

WORK TO HAVE ALL DISCREPANCIES RESOLVED WELL IN ADVANCE OF ACTUAL

CONSTRUCTION OCCURRING.

8. PROVIDE SUPPORT FOR ALL DUCTWORK, PIPING, AND MECHANICAL EQUIPMENT.

FIELD VERIFY ALL EQUIPMENT DIMENSIONS PRIOR TO FABRICATION OF EQUIPMENT

SUPPORTS. WHERE INDICATED ON DRAWINGS, FLOOR MOUNTED EQUIPMENT

SHALL HAVE HOUSEKEEPING PADS EXTENDING 4 INCHES OUTSIDE THE

EQUIPMENT ENVELOPE AND MINIMUM 4 INCHES HIGH FOR EQUIPMENT WITHOUT

DRAINS OR 6 INCHES HIGH FOR EQUIPMENT WITH DRAINS.

9. COORDINATE WITH GENERAL CONTRACTOR ACCESS PANEL LOCATIONS IN

WALLS AND DRYWALL CEILINGS FOR ACCESS TO VALVES, DAMPERS, CONTROLS,

EQUIPMENT REQUIRING SERVICING, AND DUCTWORK ACCESS PANELS. DUCTWORK

ACCESS PANELS SHALL BE PROVIDED FOR FIRE DAMPERS, AND ACTUATORS IN

THE DUCTWORK, PANEL SIZE SHALL BE AS REQUIRED PER THE SPECIFICATIONS.

10. DUCT DIMENSIONS NOTED ON THE DRAWINGS ARE INSIDE FREE AREA

DIMENSIONS. DIFFUSER AND GRILLE NECK SIZES ARE THE SAME DIMENSIONS AS

THE DUCTWORK RUN-OUT TO THE DEVICE, UNLESS OTHERWISE NOTED.

11. USE INSULATED FLEXIBLE DUCT TO CONNECT SUPPLY AIR DIFFUSERS, UNLESS

SHOWN OTHERWISE. THE MAXIMUM LENGTH OF RUN FOR FLEXIBLE DUCT SHALL

BE 5’-0” AND SHALL BE INSTALLED FREE OF KINKS AND ABRUPT TURNS. MAXIMUM

UNSUPPORTED LENGTH SHALL BE 3’-0”. FLEXIBLE DUCT TO DIFFUSER SHALL BE

SAME SIZE AS DIFFUSER NECK, UNLESS OTHERWISE NOTED.

12. SUPPLY, RETURN AND EXHAUST DIFFUSERS/GRILLES SHALL HAVE BALANCE

DAMPERS IN THE DUCT, UNLESS DAMPERS ARE NOTED IN THE AIR DEVICE

SCHEDULE. LOCATE BALANCE DAMPERS AS NEAR AS POSSIBLE TO DUCT BRANCH

TAKEOFF WHILE MINIMIZING ACCESS DIFFICULTIES.

13. FOR EQUIPMENT WITH DRAINS, PROVIDE DRAIN PIPE FROM THE EQUIPMENT TO

THE NEAREST FLOOR DRAIN OR MOP SINK.

14. DO NOT LOCATE MECHANICAL WORK IN ELECTRICAL OR COMMUNICATION

ROOMS, EXCEPT FOR RUNOUTS SPECIFICALLY SERVING THE RESPECTIVE ROOM.

WATER PIPES SHALL NOT BE INSTALLED ABOVE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL CONTRACTOR TO PREVENT ROUTING PIPE OVER

ELECTRIC EQUIPMENT WHERE POSSIBLE.

15. SIZE EQUIPMENT DESIGNATED TO HAVE A FACTORY MOUNTED DISCONNECT

SWITCH FOR THE ELECTRICAL CHARACTERISTICS OF THAT PIECE OF EQUIPMENT.

EQUIPMENT THAT DOES NOT HAVE A FACTORY MOUNTED DISCONNECT SHALL

HAVE A FIELD INSTALLED DISCONNECT PROVIDED AND INSTALLED BY THE

ELECTRICAL CONTRACTOR.

16. WALL MOUNT THERMOSTATS IN THE ZONE TO BE CONTROLLED. FURNISH,

INSTALL, AND WIRE THERMOSTATS, EXCEPT WHERE PROVIDED BY THE FACTORY.

THERMOSTATS SHALL AVOID CASEWORK, FURNITURE, FIXTURES, EQUIPMENT,

INTERIOR SIGNAGE, MARKER/TACK BOARDS. UNLESS OTHERWISE NOTED, MOUNT

WALL THERMOSTATS/TEMPERATURE SENSORS ON THE WALL A MINIMUM HEIGHT

OF 54” ABOVE FINISHED FLOOR.

17. PROVIDE SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT IN ACCORDANCE

WITH SECTION 23 05 48.19 SEISMIC BRACING FOR HVAC. PROVIDE SPECIAL

INSPECTIONS IN ACCORDANCE WITH SECTION 01 45 35 SPECIAL INSPECTIONS.

PROVIDE DESIGNATED SEISMIC SYSTEM CERTIFICATION FOR APPLICABLE

COMPONENTS LISTED IN SECTION 23 05 48.19 IN ACCORDANCE WITH ASCE 7. POST-

INSTALLED ANCHORS IN CONCRETE SHALL BE PREQUALIFED FOR SEISMIC

APPLICATIONS IN ACCORDANCE WITH ACI 355.2. BRACE ALL OVERHEAD

COMPONENTS WEIGHING GREATER THAN 20 LBS AND ANALYZE ALL COMPONENTS

GREATER THAN 400 LBS IN ACCORDANCE WITH ASCE 7. ALL DUCTS WITTHA CROSS

SECTIONAL AREA OF 6 SQ. FT. REQUIRE SEISMIC RESTRAINT PER ASCE 7, 13.6.6.

18. COORDINATE DUCTWORK AND PIPING LOCATIONS WITH TELECOMMUNICATIONS

CABLE TRAYS. MAINTAIN 12" CLEAR SPACE ABOVE TRAYS TO COMPLY WITH UFC

3-580-01 CHANGE 1 (2016). WHERE MINIMUM CLEARANCE CAN NOT BE MAINTAINED

DUE TO AVAILABLE SPACE LIMITATIONS, NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE AND NEC TO RESOLVE.

19. MOTORS FOR FANS, PUMPS, COMPRESSORS SHALL HAVE CURRENT SENSOR

RELAYS

A-1 X

DOA DEDICATED OUTSIDE AIR

RIS RUBBER IN SHEAR

SWITCH

PRESSURE

VARIABLE TYPE

AMERICAN SOCIETY OFASHRAE

HEATING, REFRIGERATION

AND AIR-CONDITIONING

ENGINEERS

AIR SEPERATORAS

DIRECT EXPANSIONDX

HZ FREQUENCY

KILOWATT-HOURKWH

DESCRIPTIONSYMBOL

AIRFLOW INDICATOR

DUCT TRANSITION

EXTERIOR EQUIPMENT: LOCATE A MINIMUM OF 33 FEET FROM BUILDING. IF

CONDITIONS REQUIRE THAT EQUIPMENT BE LOCATED LESS THAN 33 FEET

FROM THE BUILDING, THEN THE EQUIPMENT SHALL BE LOCATED AND

ARRANGED SO THAT AN OBJECT OVER SIX INCHES IN HEIGHT WOULD BE

READILY OBSERVED BY BUILDING OCCUPANTS.

DUCTED AIR INTAKES: LOCATE A MINIMUM OF 10 FEET ABOVE THE GROUND.

EMERGENCY SHUTOFF SWITCH: PROVIDE A SHUTOFF SWITCH IN THE HVAC

CONTROL SYSTEM THAT CAN IMMEDIATELY SHUT DOWN THE AIR

DISTRIBUTION SYSTEMS THROUGHOUT THE BUILDING. LOCATE THE SWITCH

TO BE EASILY ACCESSIBLE BY BUILDING OCCUPANTS.

DAMPERS: FIT OUTSIDE AIR INTAKES, RELIEF, AND EXHAUST OPENINGS WITH

LOW LEAKAGE DAMPERS THAT AUTOMATICALLY CLOSE WHEN THE AIR

SHUTOFF SWITCH IS ACTIVATED. THE LOW LEAKAGE DAMPERS SHALL HAVE

A LEAKAGE RATE OF LESS THAN 3 CFM/SQUARE FOOT AT A PRESSURE

DIFFERENTIAL OF 3.0 INCHES STATIC PRESSURE.

ATFP NOTES:

OVERHEAD EQUIPMENT WEIGHING OVER 30 POUNDS: DESIGN ALL

EQUIPMENT MOUNTINGS TO RESIST A FORCE 0.5 TIMES THE WEIGHT OF THE

EQUIPMENT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT

WEIGHT IN THE DOWNWARD DIRECTION. THIS REQUIREMENT IS SEPARATE

FROM OTHER MOUNTING REQUIREMENTS FOR SEISMIC OR OTHER FORCES.

FIRE PROTECTION NOTES:

WHERE DUCTS PENETRATE THE THIRD-FLOOR CEILING, PROVIDE 1-HOUR

RATED FIRE DAMPERS IN ACCORDANCE WITH NFPA 90A.

PROVIDE CEILING DAMPERS IN ACCORDANCE WITH NFPA 90A WHERE AIR

INLET/OUTLET OPENINGS PIERCE THE THIRD FLOOR CEILING MEMBRANE.

BLDC BRUSHLESS DC MOTOR

CONTROL VALVE WITH ACTUATOR

BALANCING VALVE MANUAL

PRESSURE & TEST PORT WITH CAP

AAV AUTOMATIC AIR VENT

PLUG VALVE

OCC OCCUPANCY

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

D A

T E

M A

R K

D E

S C

E A

R L W

A G

N E

2 3 4 5 6 7 8 9 10

M-001

UEPH

M E

C H

A N

L L

E G

E N

D A

N D

A B

B R

E V

J O

B A

S E

L E

M C

C H

O R

D W

A S

G T

O N

S E

A T

T L E

T R

A S

T M

A R

A L W

A Y

S O

U T

H S

E A

T T

L E

A S

G T

O N

C O

N T

R A

C T

O R

N A

M E

S T

R E

E T

A D

D R

E S

S C

T A

T E

K W

A R

K W

A R

S L

O V

E M

B E

W D

W -2

-R

-2

W -X

X -X

-X X

X X s /7

-1

N O

S E

C O

N D

L E

U E

P H

B A

R R

A C

K S

F Y

O P

N A

L F

L D

E V

D I A

W A

M D

T R

P R

AMDT R0004

7 8

J.1

MECH

"ø

HX-1

4"ø

2 1/2"ø 3"ø 2 1/2"ø

CWP-1

2"ø

4"ø

IU-1

L-1 3095

ET-2

DOAS-3

LDP/WORKSTATION

LOCATION

AS-1

7 8

J.1

MECH

HWP-1 HWP-1

3"ø

3"ø18"x18"

"ø

2 1/2"ø

2"ø

2 1/2"ø 2"ø

HX-1

16"x12"

IU-1

L-1 2970

ET-1

DOAS-2

M-301

B-1

BOILER SHUTDOWN

SWITCH LOCATION

AS-2

7 8

J.1

7 8

J.1

MECH

IU-1

"ø

2 1/2"ø

2"ø

HX-1

"ø

16"x12"

16"x16"

L-1 2970

DOAS-1

M-301

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

D A

T E

M A

R K

D E

S C

E A

R L W

A G

N E

2 3 4 5 6 7 8 9 10

M-402

M E

C H

R O

O M

S E

N L A

R G

E D

W S

J O

B A

S E

L E

M C

C H

O R

D W

A S

G T

O N

S E

A T

T L E

T R

A S

T M

A R

A L W

A Y

S O

U T

H S

E A

T T

L E

A S

G T

O N

C O

N T

R A

C T

O R

N A

M E

S T

R E

E T

A D

D R

E S

S C

T A

T E

K W

A R

K W

A R

S L

O V

E M

B E

W D

W -2

-R

-2

W -X

X -X

-X X

X X s /7

-1

N O

S E

C O

N D

L E

U E

P H

B A

R R

A C

K S

F Y

O P

N A

L F

L D

3/8" = 1'-0"D1

FIRST FLOOR MECH ROOM ENLARGED VIEW

3/8" = 1'-0"D7

SECOND FLOOR MECH ROOM ENLARGED VIEW

3/8" = 1'-0"A4

THIRD FLOOR MECH ROOM ENLARGED VIEW

02' 2' 4' 6' 02' 2' 4' 6'

02' 2' 4' 6'

E V

D I A

W A

M D

T R

P R

WORKSTATION/LOCAL DISPLAY PANEL (LDP) REQUIREMENTS:

WORKSTATION/LDP SHALL BE INSTALLED WITH WEB SUPERVISOR

NIAGARA FRAMEWORK ENGINEERING TOOL TO PROVIDE AN INTERFACE

FOR MONITORING, TROUBELSHOOTING, AND MAKING ADJUSTMENT TO

THE PRGRAM OR OPERATING PARAMETER OF ALL DDC CONTROLLERS,

INCLUDING TERMINAL CONTROL UNITS.

DDC SYSTEM SHALL OPERATE CONTINUOUSLY WITHOUT CONNECTION

TO THE WORKSTATION. INFORMATION AT THE WORKSTATION SHALL NOT

BE REQUIRED FOR DAY-TO-DAY OPERATIONS OF THE DIRECT DIGITAL

CONTROLLERS.

SEE SPECIFICATION 23 09 23.01 FOR FURTHER WORKSTATION/LDP

REQUIREMENTS.

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ELECTRICAL OVERALL DEMOLITION PLAN

1"=100'SCALE:

ED101

KEY NOTES: KEY NOTES:

ED101 ED102

ED103

ED101 ED102

ED103

GENERAL NOTES:

POWER.

AND TRANSFORMERS, AND ALL STREET LIGHTS WILL BE PERFORMED BY CITY LIGHT AND

ALL DEMOLITION WORK ON UNDERGROUND DUCTBANKS, ABOVE GROUND JUNCTIONS

TYP

KEY PLAN

BENNETT AVENUE

EDWARDS AVENUE

B L

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ELECTRICAL DEMOLITION SITE PLAN 1

SCALE: 1"=30'

ED101

KEY NOTES: KEY NOTES:

ED101 ED102

ED103

GENERAL NOTES:

PERFORMED BY CITY LIGHT AND POWER.

JUNCTIONS AND TRANSFORMERS, AND ALL STREET LIGHTS WILL BE

ALL DEMOLITION WORK ON UNDERGROUND DUCTBANKS, ABOVE GROUND 1.

KEY NOTES:

BY CITY LIGHT AND POWER.

DEMOLITION AND REROUTING OF THE UNDERGROUND DUCTBANK WILL BE DONE

ROAD-WIDENING WORK SCOPE WILL BE DONE BY CITY LIGHT AND POWER.

REMOVAL AND STORAGE OF STREET LIGHTS THAT ARE WITHIN THE PROJECT'S 1

TYP

KEY PLAN

BENNETT AVENUE

B L

O C

H D

D D

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ELECTRICAL DEMOLITION SITE PLAN 2

SCALE: 1"=30'

ED101

KEY NOTES: KEY NOTES:

ED101 ED102

ED103

GENERAL NOTES:

PERFORMED BY CITY LIGHT AND POWER.

JUNCTIONS AND TRANSFORMERS, AND ALL STREET LIGHTS WILL BE

ALL DEMOLITION WORK ON UNDERGROUND DUCTBANKS, ABOVE GROUND 1.

KEY NOTES:

ROAD-WIDENING WORK SCOPE WILL BE DONE BY CITY LIGHT AND POWER.

REMOVAL AND STORAGE OF STREET LIGHTS THAT ARE WITHIN THE PROJECT'S 1

TYP

KEY PLAN

BENNETT AVENUE

0 30' 60' g3entajh Cloud g3entajh Line g3entajh Line g3entajh Line g3entajh Line g3entajh Text Box g3entajh Cloud g3entajh Line g3entajh Line g3entajh Line g3entajh Text Box g3entajh Text Box g3entajh Text Box

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US Army Corps

(2)

SCV

P P

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CE102

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ELECTRICAL DEMOLITION SITE PLAN 3

SCALE: 1"=30'

ED101

KEY NOTES: KEY NOTES:

ED101 ED102

ED103

GENERAL NOTES:

PERFORMED BY CITY LIGHT AND POWER.

JUNCTIONS AND TRANSFORMERS, AND ALL STREET LIGHTS WILL BE

ALL DEMOLITION WORK ON UNDERGROUND DUCTBANKS, ABOVE GROUND 1.

KEY NOTES:

ROAD-WIDENING WORK SCOPE WILL BE DONE BY CITY LIGHT AND POWER.

REMOVAL AND STORAGE OF STREET LIGHTS THAT ARE WITHIN THE PROJECT'S

TYP

KEY PLAN

EDWARDS AVENUE

D D

D R

0 30' 60' g3entajh Cloud g3entajh Line g3entajh Line g3entajh Line g3entajh Text Box g3entajh Text Box g3entajh Text Box

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BUILDING BUILDING BUILDING

SPA

AeccDbCogoPoint (AeccLand130)

SPA

Z=310.00

X=1124588.82

Y=646837.88

BB000295

BB000308

BB000306

BB000305

BB000302

BB000310

BB000312

LTG-17,19

LTG-16,18,20

B A

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ED101

KEY NOTES: KEY NOTES:

ES101 ES102

ES103

ES101 ES102

ES103

GENERAL NOTES:

CONDUCTOR. CITY LIGHT AND POWER WILL INSTALL THE

THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE PEDESTRIAN LIGHT 6.

PROVIDED BY THE CONTRACTOR.

INSTALLED SIDE-BY-SIDE IN THE UTILITY TRENCH, SEPERATRED USING UTILITY SPACERS

AND POWER WILL INSTALL THE CONDUIT FOR THE STREET LIGHTS. CONDUITS SHALL BE

THE CONTRACTOR SHALL INSTALL THE CONDUIT FOR THE PEDESTRIAN LIGHTS. CITY LIGHT5.

REFER TO CIVIL DRAWINGS FOR LOCATION OF TRENCH AND UTILITY TRENCH DETAIL..4

POINT OF SERVICE CONNECTION TO THE COMMON TRENCH.

POWER WILL PERFORM EXCAVATION AND BACKFILL AS NECESSARY FROM THEIR

SEPERATE CONDUITS ARE TO BE PLACED IN A COMMON TRENCH. CITY LIGHT AND

FOR THE PEDESTRIAN LIGHTS AS WELL AS FOR THE STREET LIGHTS WHERE THE

THE CONTRACTOR MUST PERFORM EARTHWORK EXCAVATION AND BACKFILL 3.

COORDINATED WITH CLP.

BY CITY LIGHT & POWER ANY WORK AND DEMOLITION MUST BE

ELECTRICAL DISTRIBUTION UTILITY SYSTEM IS OWNED AND OPERATED 2.

GENERAL NOTES.

SEE SHEET E-001 FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND 1.

LIGHTS.

CONDUCTOR FOR THE STREET

OVERALL ELECTRICAL SITE PLAN

1"=100'SCALE:

KEY PLAN

BENNETT AVENUE

EDWARDS AVENUE

B L

O C

H D

D D

D R

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P-2258 P-2222

P-23496

P-12329

P-12328

P-23117

BUILDING BUILDING BUILDING

AeccDbCogoPoint (AeccLand130)

Z=310.00

X=1124588.82

Y=646837.88

LTG-17,19

LTG-16,18,20

B A

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KEY NOTES: KEY NOTES:

ES101 ES102

ES103

GENERAL NOTES:

REFER TO SHEET E-503 FOR LIGHT POLE DETAILS.

SPORT COURT LIGHTING FIXTURES MOUNTED 25' ABOVE GRADE. 4.

REFER TO SHEET E-506 FOR DUCT BANK DETAILS.3.

PATHWAY LIGHTING FIXTURES TO BE MOUNTED AT 15' ABOVE GRADE. 2.

SEE SHEET E-001 FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND DETAILS.1.

ELECTRICAL SITE PLAN 1

1"=30'SCALE:

KEY NOTES:

FROM EXISTING UNDERGROUND VAULT (NIC).

PRIMARY CABLING FOR SERVICE TRANSFORMER PULLED

KEY NOTE

UNDERGROUND PRIMARY DUCTBANK (NIC).

500 KVA, 12.8-208Y/120V PAD MOUNTED TRANSFORMER (NIC).

DETAIL E1 FOR DUCT BANK DETAILS.

(2) 4'' SPARE CONDUITS WITH PULLWIRE. REFER TO SHEET E-506,

CONDUITS EACH CONTAINING (4) 500KCMIL CONDUCTORS. PROVIDE

PROVIDE UNDERGROUND SECONDARY DISTRIBUTION DUCTBANK. (4) 4"

THE BOTTOM OF THE FIXTURE IS 9' AFF.

MOUNTED TO STRUCTURE 18" AFF. MOUNT PL2 SUCH THAT

PROVIDE GFCI RECEPTACLE IN WEATHERPROOF ENCLOSURE,

STATIONS.

OPTION: PROVIDE HANDHOLE FOR FUTURE ELECTRONIC VEHICLE CHARGING

OPTION: FUTURE ELECTRONIC VEHICLE CHARGING PARKING SPACE.

7 7 7 7 7

6 6

XP1 (TYP)

XP2 (TYP)

XP2(TYP)

XP1 (TYP)

XP1 (TYP) XP1 (TYP)

XP1 (TYP)

OPTION: PROVIDE DUCTBANK CONTAINING (2) 4" CONDUITS FROM MDP.

OPTION: PROVIDE 3'X3'X3' HANDHOLE

KEY PLAN

XP1 (TYP)

REFER TO SHEET E-507 FOR LIGHTING CONTROL STRATEGY.

OPTION: PROVIDE NEMA 4X CONTROLS CABINET FOR SPORT COURT LIGHTING.

OPTION: LIGHTING AT BASKETBALL COURT.

PL2(TYP)

MOUNT PL2 SUCH THAT THE BOTTOM OF THE FIXTURE IS 9' AFF.

XP1 (TYP) XP1 (TYP)

XP1 (TYP)

BENNETT AVENUE

D D

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L T

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ELECTRICAL SITEP PLAN 2

SCALE: 1"=30'

ED101

KEY NOTES: KEY NOTES:

ES101

ES102

ES103

GENERAL NOTES:

REFER TO SHEET E-503 FOR LIGHT POLE DETAILS.

PATHWAY LIGHTING FIXTURES TO BE MOUNTED AT 15' ABOVE GRADE.2.

GENERAL NOTES.

SEE SHEET E-001 FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND1.

XP1 (TYP)

XP1 (TPY)

KEY PLAN

BENNETT AVENUE

LTG-22,24,26

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EDWARDS AVENUE

SPA

B A

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ED101

KEY NOTES: KEY NOTES:

ES101 ES102

ES103

GENERAL NOTES:

REFER TO SHEET E-503 FOR LIGHT POLE DETAILS.

PATHWAY LIGHTING FIXTURES TO BE MOUNTED AT 15' ABOVE GRADE.2.

GENERAL NOTES.

SEE SHEET E-001 FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND1.

ELECTRICAL SITE PLAN 3

1"=30'SCALE:

XP1 (TYP)

D D

A V

E N

U E

LTG-27,29,31

0 30' 60'

KEY PLAN

g3entajh Cloud g3entajh Line g3entajh Line g3entajh Line g3entajh Text Box g3entajh Text Box g3entajh Text Box

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SHEET ID

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2 3 4 5 6 7 8 9 10

E-612

P A

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C H

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U L E

J O

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C H

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A D

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S C

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TOTAL DEMAND CURRENT: 6 A

Receptacle 1620 VA 100.00% 1620 VA TOTAL DEMAND LOAD: 2037 VA

Lighting 50 VA 100.00% 50 VA TOTAL CONNECTED CURRENT: 6 A

HVAC 500 VA 80.00% 400 VA TOTAL CONNECTED LOAD: 2131 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD PANEL TOTALS

LEGEND:

TOTAL CONNECTED... 2131 VA

770 VA 1130 VA 250 VA

23 24

21 22

19 20

17 1 -- -- -- Space -- -- Space -- -- -- 1 18

15 1 -- -- -- Space -- -- Space -- -- -- 1 16

13 1 -- -- -- Space -- -- Space -- -- -- 1 14

11 1 -- -- -- Space -- -- Space -- -- -- 1 12

9 1 -- -- -- Space -- -- Space -- -- -- 1 10

7 1 -- -- -- Space -- -- Space -- -- -- 1 8

5 1 -- -- -- Space -- 250 VA -- -- -- -- -- -- 6

3 1 12 20 A 12 3/4 REC. TR 309 900 VA 250 VA IU-3 3/4 12 20 A 12 2 4

1 1 12 20 A 12 3/4 LTG TR 307 50 VA 720 VA REC. TR 309 3/4 12 20 A 12 1 2

CKT.

NO.

POLES

CKT.

COND.

TRIP

AMP.

GND.

CON

DUIT

LOAD SERVED A B C LOAD SERVED

CON

DUIT

GND.

TRIP

AMP.

CKT.

COND.

NO.

POLES

CKT.

NO.

NOTES:

ENCLOSURE: Type 1

MOUNTING: Surface WIRES: 4 MCB RATING: 100A

SUPPLY FROM: DP3 PHASES: 3 MAINS RATING: 100A

LOCATION: TR 309 VOLTAGE: 120/208 Wye SCCR. Rating: 10k

BRANCH PANEL: LPT3

Microwave 1000 VA 100.00% 1000 VA

Electric Range 2400 VA 80.00% 1920 VA TOTAL DEMAND CURRENT: 27 A

Receptacle 6670 VA 100.00% 6670 VA TOTAL DEMAND LOAD: 9838 VA

Lighting 203 VA 100.00% 203 VA TOTAL CONNECTED CURRENT: 29 A

HVAC 78 VA 80.00% 63 VA TOTAL CONNECTED LOAD: 10333 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD PANEL TOTALS

LEGEND:

10333 VA

3662 VA 3319 VA 3352 VA

21 1 -- Space -- -- Space -- 1 22

19 1 -- Space -- -- Space -- 1 20

17 1 -- Space -- -- Space -- 1 18

15 1 20 A SMALL APPLIANCE 1500 VA 1200 VA -- -- -- 16

13 1 -- Space -- 1200 VA COOKTOP 20 A 2 14

11 1 20 A REC. 120F 1440 VA 1500 VA SMALL APPLIANCE 20 A 1 12

9 1 20 A VANITY REC. 180 VA 250 VA REFRIGERATOR 20 A 1 10

7 1 20 A REC. 120E 1440 VA -- Space -- 1 8

5 1 20 A FCU-R# 58 VA 360 VA REC. KITCHEN 20 A 1 6

3 1 20 A BATH/VANITY LIGHTING 29 VA 177 VA LIGHTING 20 A 1 4

1 1 20 A HOOD 22 VA 1000 VA MICROWAVE 20 A 1 2

CKT.

NO.

POLES

TRIP AMP. LOAD SERVED A B C LOAD SERVED TRIP AMP.

NO.

POLES

CKT.

NO.

NOTES:

ENCLOSURE:

MOUNTING: Recessed WIRES: 4 MCB RATING: MLO

SUPPLY FROM: LP1A PHASES: 3 MAINS RATING: 60A

LOCATION: CLOSET 120D VOLTAGE: 120/208 Wye SCCR Rating: 10K

BRANCH PANEL: PP120A

NOTES:

1. PP120A PANEL SCHEDULE TYPICAL OF ALL LIVING UNIT POWER PANELS.

TOTAL DEMAND CURRENT: 4 A

TOTAL DEMAND LOAD: 1500 VA

TOTAL CONNECTED CURRENT: 4 A

Lighting 1500 VA 100.00% 1500 VA TOTAL CONNECTED LOAD: 1500 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD PANEL TOTALS

LEGEND:

1500 VA

1000 VA 500 VA 0 VA

5 1 20 A Spare 0 VA 0 VA Spare 20 A 1 6

3 1 20 A THIRD FLOOR EMERGENCY LIGHTING 500 VA 0 VA Spare 20 A 1 4

1 1 20 A FIRST FLOOR EMERGENCY LIGHTING 500 VA 500 VA SECOND FLOOR EMERGENCY LIGHTING 20 A 1 2

CKT.

NO.

POLES

TRIP AMP. LOAD SERVED A B C LOAD SERVED TRIP AMP.

NO.

POLES

CKT.

NO.

NOTES:

ENCLOSURE: Type 1

MOUNTING: Surface WIRES: 4 MCB RATING: N/A

SUPPLY FROM: MDP PHASES: 3 MAINS RATING: N/A

LOCATION: MECH-1 109-1 VOLTAGE: 120/208 Wye SCCR Rating: N/A

CENTRAL LIGHTING INVERTER:

E V

D I A

W A

M D

T R

D a te

AMDT R0004

G3ENEBS9

Rectangle

G3ENEBS9

APRIL 2023

C-501

C-508

A404

IN601

M-001

Sheets

M-001 - MECHANICAL LEGEND AND ABBREVIATIONS

M-402 - MECH ROOMS ENLARGED VIEWS

M-402

Sheets

M-001 - MECHANICAL LEGEND AND ABBREVIATIONS

M-402 - MECH ROOMS ENLARGED VIEWS

ED100

ED101

ED102

ED103

ES100

ES101

ES102

ES103

E-612

File details come from the government source that posted it. Updated Apr 12, 2023.