C-Civil.pdf

(ABOVE)

GENERATOR PLATFORM - SITE DEMOLITION PLAN

C1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

C-CD201

GENERATOR PLATFORM - SITE

DEMOLITION PLAN

EB ET / EB

LIMIT OF DEMOLITION/ASPHALT PAVEMENT SAWCUTTING.

REMOVE ASPHALT PAVEMENT TO LIMIT OF DEMOLITION.

EXISTING FLOOD GATES AND CONTROLS TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

8 EXISTING FLOOD WALL TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

EXCAVATE AREA FOR UNDERGROUND FUEL STORAGE TANKS.

PROTECT EXISTING SIDEWALK, CURB AND GUTTER, AND DRIVEWAY APRON FROM CONSTRUCTION ACTIVITIES. ALL DAMAGES TO CONCRETE AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO MATCH EXISTING CONDITIONS.

PLAN

NORTH

KEYNOTES:# (SPECIFIC TO THIS

DRAWING ONLY)

EXISTING MANHOLE AND BELOW GRADE PUMP STATION TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

EXISTING ELECTRICAL MANHOLE TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

EXISTING ORNAMENTAL FENCE AND CONCRETE CURB TO BE REMOVED. ORNAMENTAL FENCE TO BE STOCKPILED FOR RE-INSTALLATION

10 LIMITS OF BUILDING 4/5 (ABOVE)

11 TEMPORARY CONSTRUCTION FENCE (TO CONFORM TO SPECIFICATION SECTION 01 00 00)

12 EXISTING PARKING SPACES HAVE BEEN OMITTED FOR CLARITY. CONTRACTOR SHALL BE AWARE THAT OFF-SITE PARKING MAY BE NEEDED TO SUPPLEMENT

EXISTING PARKING SPACES OCCUPIED BY THE WORK.

13 ACCESS TO ALL FIRE STANDPIPES TO BE MAINTAINED THROUGHOUT CONSTRUCTION.

14 CONTRACTOR TO MAINTAIN ACCESS TO THIS AREA AT ALL TIMES TO ALLOW OXYGEN TANK TO BE REFILLED.

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MH (E)

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MH (E)

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GATE C

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BUILDING 4/5

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BUILDING 2

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AutoCAD SHX Text EXISTING ENCLOSED EGRESS STAIR. MAINTAIN CLEAR PATH FOR EXIT. DO NOT STORE CONSTRUCTION MATERIALS BENEATH STAIR.

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STORAGE

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CARPENTRY SHOP

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OXYGEN

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TANK

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STORAGE

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EAST 25TH STREET

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ASSER LEVY PLACE

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TANK #2

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TANK #1

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E A S T 25 TH STREET

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(ABOVE)

GENERATOR PLATFORM - SITE AND GROUND LEVEL PLAN - NEW WORK

C2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

C-CS201

GENERATOR PLATFORM - CIVIL

SITE PLAN

EB ET/EB

OUTLINE OF GENERATOR PLATFORM ABOVE.

CONCRETE ENCASED COLUMNS.

PAVEMENT STRIPPING.

UNDERGROUND FUEL TANK.

APPROXIMATE LIMITS OF UNDERGROUND FUEL TANK SLAB/FOUNDATION (DASHED BELOW).

ASPHALT PAVEMENT (SEE DETAIL C3/C-CS203)

EXISTING FLOOD GATES, SWING GATES, WEDGE BARRIER AND CONTROLS TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

8 EXISTING FLOOD WALL TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

9 REINFORCED CONCRETE PAD OVER UNDERGROUND FUEL TANKS (SEE DETAIL F1/C-CS202)

CONCRETE FILLED PIPE BOLLARD (SEE DETAIL D4 / C-CS203).

EGRESS STAIR ON CONCRETE PAD. SEE C-AE170.

EXISTING MANHOLE AND BELOW GRADE PUMP STATION TO REMAIN. PROTECT FROM CONSTRUCTION ACTIVITIES.

13 PROTECT EXISTING SIDEWALK, CURB AND GUTTER, AND DRIVEWAY APRON FROM CONSTRUCTION ACTIVITIES. ALL DAMAGES TO CONCRETE AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO MATCH EXISTING CONDITIONS.

PLAN

NORTH

14 UNDERGROUND FUEL TANK ACCESS MANHOLE (SEE DETAIL C1/C-CS202)

KEYNOTES:# (SPECIFIC TO THIS

DRAWING ONLY)

REINFORCED CONCRETE

TANK PAD

LEGEND:

15 WEDGE BARRIER UNDERGROUND TRAFFIC LOOPS AND OTHER AMMENITIES MAY BE PRESENT. CONTRACTOR SHALL EXERCISE CARE IF PERFORMING WORK

NEAR TO OR OUTSIDE OF THE LIMITS OF CONSTRUCTION.

16 RE-INSTALL STOCKPILED EXISTING ORNAMENTAL FENCING (SEE DETAIL B8/C-CS204). FINAL LOCATION TO BE DETERMINED IN FIELD.

17 REINFORCED CONCRETE PAD EXTENSION OVER FUEL OVERFLOW VENT.

18 FUEL OIL FILL PIPE. SEE MECHANICAL PLUMBING.

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MH (E)

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MH (E)

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GATE C

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GATE D

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LINE OF BUILDING 4/5 OVERHANG

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C-CS202

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C-CS202

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BUILDING 4/5

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BUILDING 2

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AutoCAD SHX Text EXISTING ENCLOSED EGRESS STAIR. MAINTAIN CLEAR PATH FOR EXIT. DO NOT STORE CONSTRUCTION MATERIALS BENEATH STAIR.

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TANK #2

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TANK #1

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BLDG 3

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E A S T 25 TH STREET

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BLDG 6

Haselby, John Stamp

SITE AND TANK SECTION TANK #2

C1

C-CS202

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

SITE AND TANK SECTION - TANK #2 SHOWN

F1

C-CS202

REINFORCED CONCRETE SLAB/FOUNDATION

F8

C-CS202

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SYPHON

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ASSEMBLY

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PUMP-MOTOR

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PETROLEUM

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M FARLAND, WI

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SYPHON

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ASSEMBLY

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PETROLEUM

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M FARLAND, WI

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ASSEMBLY

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PETROLEUM

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M FARLAND, WI

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25,000 GALLON DOUBLE WALL FIBERGLASS UNDERGROUND STORAGE TANK

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12'-0" - TANK #1 10'-4" - TANK #2

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12'-0" - TANK #1 10'-4" - TANK #2

AutoCAD SHX Text TEMPORARY SUPPORT FOR EXCAVATION AND DEWATERING DURING CONSTRUCTION. DESIGNED BY CONTRACTOR.

AutoCAD SHX Text 48'-0"

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PROFILE OF EXISTING BUILDING 2

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PROTECT IN PLACE EXISTING PILES

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FIBERGLASS HOLD DOWN STRAP WITH 304 STAINLESS STEEL TURNBUCKLE ASSEMBLY

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REINFORCED CONCRETE SLAB/ FOUNDATION (SEE F8/C-CS202)

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PILE. SEE DETAIL F1/C-SB301 FOR MORE INFO

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REINFORCED CONCRETE PAVING, 4" THICK CONCRETE WITH 4X4 D.20X20 WWF

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CS-202

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MANHOLE

AutoCAD SHX Text MANHOLE - HEAVY DUTY GREY IRON NEENAH FOUNDRY #1792-JL OR APPROVED EQUAL (TYP. BOTH TANKS)

AutoCAD SHX Text TANK ANCHOR. 12"X12"X1 "BASE PLATE WITH 4-1" 12"BASE PLATE WITH 4-1" HEADED ANCHOR BOLTS EMBEDDED 15" MINIMUM. MINIMUM 7 BASE PLATES PER SIDE (TYP. BOTH TANKS). COORDINATE TEMPLATE WITH TANK MANUFACTURER.

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MANHOLE

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BACKFILL MATERIAL AND COMPACTION SHALL BE PER MANUFACTURER'S SPECIFICATION.

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FUEL OIL FILL PIPE

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SYPHON

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ASSEMBLY

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PUMP-MOTOR

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PETROLEUM

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M FARLAND, WI

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PILE. SEE DETAIL F1/C-SB301 FOR MORE INFO

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25,000 GALLON DOUBLE WALL FIBERGLASS UNDERGROUND STORAGE TANK

AutoCAD SHX Text FIBERGLASS HOLD DOWN STRAP WITH 304 STAINLESS STEEL TURNBUCKLE ASSEMBLY. (TYP. BOTH TANKS)

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REINFORCED CONCRETE SLAB/ FOUNDATION ( SEE F8/C-CS202)

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12'-0" - TANK #1 10'-4" - TANK #2

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12'-0" - TANK #1 10'-4" - TANK #2

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MANHOLE-HEAVY DUTY GREY IRON NEENAH FOUNDRY # 1792-JL OR APPROVED EQUAL

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PROPERTY LINE

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EXISTING BATTERED AUGER CAST PILES (PROTECT IN PLACE)

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EXISTING FLOODWALL (PROTECT IN PLACE)

AutoCAD SHX Text TEMPORARY SUPPORT FOR EXCAVATION AND DEWATERING DURING CONSTRUCTION. TO BE DESIGNED BY CONTRACTOR.

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ASPHALT PAVING SEE DETAIL 2/C-CS203

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BACKFILL MATERIAL AND COMPACTION SHALL BE PER MANUFACTURER'S SPECIFICATION.

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GENERATOR PLATFORM COLUMN

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REINSTALL FENCE ON CONCRETE FOOTINGS SEE DETAIL B8/C-CS204

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EXISTING TO REMAIN

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REINFORCED CONCRETE PAVING, 4" THICK CONCRETE WITH 4X4 D2.0X2.0 WWF

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PILE CAP

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EDGE OF BUILDING 2 BEYOND

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40 TON PILE (TYP.)

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CONCRETE PILE CAP REINFORCED WITH #10 @ 12"O.C. BOTH DIRECTIONS, TOP & BOTTOM

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#10 @ 12" O.C. TOP & BOTTOM

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#10 @ 12" O.C. TOP & BOTTOM

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CS-202

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#10 @ 12" O.C. TOP & BOTTOM

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#10 @ 12" O.C. TOP & BOTTOM

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40 TON PILE (TYP.)

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CONCRETE PILE CAP REINFORCED WITH #10 @ 12"O.C. BOTH DIRECTIONS, TOP & BOTTOM

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ALL CONCRETE TO BE 4000 PSI CONFORMING TO SECTION 03 30 00

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3'-4" SLAB THICKNESS

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SCALE: 3/8" = 1'-0"

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C-CS202

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BLDG 3

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E A S T 25 TH STREET

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SCALE: 3/8" = 1'-0"

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GENERATOR PLATFORM - SITE SECTIONS UNDERGROUND FUEL TANKS

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SCALE: 3/8" = 1'-0"

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TANK #2

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TANK #1

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EB

ET/EB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

PARTIAL PLAN AT ACCESS ROAD

F1

C-CS203

SECTION THRU HEAVY DUTY

ASPHALT PAVING

C3

C-CS203

CONCRETE FILLED BOLLARD

D4

C-CS203

EXPANSION JOINT DETAIL

F4

C-CS203

PLAN AT COLUMN

C9

C-CS203

CONCRETE PAVEMENT REPAIR

F7

C-CS203

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CONCRETE FILLED BOLLARD (SEE DETAIL D4/C-CS203)

CEMENTITIOUS FIREPROOFING (SEE ARCHITECTURAL DWGS.)

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TOP OF FOOTING (SEE DETAIL D4/C-CS203)

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STEEL COLUMN WITH CONCRETE

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ENCASEMENT (4'-3" HIGH ABOVE FINISH GRADE)

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(SEE ARCHITECTURAL DRAWINGS)

AutoCAD SHX Text NOTES: 1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF GALVANIZED PRIMER. TWO FINISH COATS OF DULL BLACK ENAMEL PER VA SPECIFICATIONS SHALL BE USED UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, SHALL BE SUBMITTED TO THE RE FOR APPROVAL.

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HEAVY DUTY ASPHALT PAVEMENT ACCESS ROAD (UNDER GENERATOR BUILDING)

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12" COMPRESSIBLE FILLER EXPANSION JOINT

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STANDARD ASPHALT PAVING

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CONCRETE

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EXISTING CONCRETE OR ASPHALT PAVING

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FILTER FABRIC, MIRAFI 500X OR EQUAL

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SUBGRADE, COMPACTED

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9" NYSDOT 304-2.02 TYPE 4 SUBBASE

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3" COMPACTED NYSDOT TYPE 1 BASE COURSE

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2 " COMPACTED NYSDOT TYPE 3 BINDER12" COMPACTED NYSDOT TYPE 3 BINDER

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2" COMPACTED NYSDOT TYPE 6 TOP

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2" NYSDOT TYPE 6 TOP

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2 " NYSDOT TYPE 3 BINDER12" NYSDOT TYPE 3 BINDER

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6" NYSDOT 304-2.02

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TYPE 4 SUBBASE

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COMPACTED FILL ON COMPACTED SUBGRADE

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12" PREFORMED EXPANSION JOINT

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SEE STRUCTURAL DRAWINGS

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SLOPE (TYP)

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PAINT AS NOTED BELOW

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ROUNDED COLUMN TOP

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10" GALV STEEL PIPE FILLEDSOLID WITH CONCRETE

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STEEL COLUMN WITH CEMENTITIOUS FIREPROOFING (SEE ARCHITECTURAL DRAWINGS)

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SHOP WELDED STEEL CAP

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STEEL COLUMN WITH CONCRETE

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ENCASEMENT (SEE ARCHITECTURAL DWGS.)

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1/2" PREFORMED EXPANSION JOINT

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EXPANSION JOINT

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ASPHALT PAVING

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C-CS203

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EXISTING CONCRETE PAVING TO REMAIN

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ASPHALT PAVING

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C-CS203

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HEAVY DUTY ASPHALT PAVING (SEE C3/C-CS203)

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EXISTING PAVING TO REMAIN

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ASPHALT PAVING

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PAVEMENT STRIPING, 3" WIDE YELLOW (TYP.)

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ENCASED STEEL COLUMN

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CONCRETE FILLED BOLLARD (TYPICAL) (SEE DETAIL D4/C-CS203)

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SEE C9 / C-CS203

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C-CS203

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RADIUS = 10'-0"

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RADIUS = 13'-0"

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RADIUS = 1'-0"

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RADIUS = 4'-0"

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TRUE NORTH

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ROJECT NORTH

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2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE LOAD TRANSFER DOWELS.

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REFER TO NOTE 13 ON TRENCH PATCH GENERAL NOTES".

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TRENCH BACKFILL

AutoCAD SHX Text CLASS S CONCRETE f'c=3000 PSI [20.7 MPa]

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ASPHALTIC CONCRETE

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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

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TACK COAT (TYP.)

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EXISTING PAVEMENT (TYP)

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EXISTING ASPHALT CONCRETE PAVEMENT (TYP)

AutoCAD SHX Text 6"-14" [150-355mm]

AutoCAD SHX Text LOAD TRANSFER DOWELS. REFER TO VA STANDARD DETAIL 32 12 16-04 FOR PLACEMENT DETAILS

AutoCAD SHX Text %%uTRENCH PATCH GENERAL NOTES

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1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE. 2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE AS SPECIFIED TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE AS SPECIFIED 3. BACKFILL COMPACTION REQUIREMENTS AS SPECIFIED BACKFILL COMPACTION REQUIREMENTS AS SPECIFIED 4. THE 1 FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TRENCHES LESS THAN 4' WIDE. THE 1 FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TRENCHES LESS THAN 4' WIDE. 5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16 ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16 6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 03 30 00. 7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN SECTION 32 12 16. 8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION SECTION 32 12 16.. 9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE SPECIFICATION SECTION FOR THE TYPE SPECIFIED. 10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE SPECIFICATION SECTION. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] #5 [No. 16] 12" [305mm] 18" [455mm] 12" [305mm] 18" [455mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] #6 [No. 19] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] #8 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm] #10 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER. 12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY. 13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

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BLDG 3

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BLDG 4 / 5

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E A S T 25 TH STREET

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BLDG 6

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SCALE: 1/4" = 1'-0"

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C-CS203

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GENERATOR PLATFORM - SITE DETAILS

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

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EB

ET/EB

M

I N

7'-8" ± face to face

2'-0"

1-0"Ø

MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

CONSTRUCTION SIGN

B1

C-CS204

SAFETY SIGN

B4

C-CS204

B8

C-CS204

RE-INSTALL EXISTING DECORATIVE FENCE

TEMPORARY CONSTRUCTION FENCEE2

C-CS204

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AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text ALL LETTERING TO BE PAINTED BLACK WITH EXCEPTION OF PROJECT TITLE WHICH IS TO BE BLUE

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PAINT BORDER MEMBER BLACK ENAMEL

AutoCAD SHX Text 2"x4" FRAME AND BRACES IN SAME PLANE

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METAL FACE WHITE ENAMEL

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BORDER MEMBER PAINTED BLACK

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BACKGROUND TO BE PAINTED WHITE

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METAL FACE

AutoCAD SHX Text STRETCH METAL FACE TIGHT, TURN OVER FRAME AND SECURE WITH FLAT HEAD DEFORMED NAILS.

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LETTERING TO BE HELVETICA STYLE 1 1/2" HIGH TO BE CENTERED HORIZONTAL

AutoCAD SHX Text ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS TO BE HORIZONTAL AND OCCUR BETWEEN LINES OF LETTERING.

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NOTE:

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SECTION ON CENTERLINE

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ELEVATION

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THIS SPACE FOR CONTRACTOR'S NAME ONE OR TWO LINES AS REQUIRED

AutoCAD SHX Text THIS SPACE FOR PROJECT TITLE LETTERING TO BE HELVETICA STYLE 5" HIGH CENTERED BETWEEN LETTERING ABOVE AND BELOW ONE OR TWO LINES AS REQUIRED

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DESIGNED AND SUPERVISED BY: DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C.

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GENERAL CONTRACTOR

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CENTER TO BE WHITE

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SURROUNDING BORDER TO BLUE

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VARIES

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VARIES

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VARIES

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CONTRACTOR'S NAME

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THE LIFE YOU SAVE MAY BE YOUR OWN

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WITHOUT A LOST TIME ACCIDENT

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DAYS

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HAS WORKED

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THIS PROJECT

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ON SAFETY

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ZERO

AutoCAD SHX Text Department of Veterans Affairs

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BLUE

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BLUE OUTLINE WITH WHITE INTERIOR

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JOINT BRACING

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RED

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WHITE

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BLUE

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BRACING SEE CONSTRUCTION SIGN DETAIL 01010-1

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FINISHED GRADE

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WOOD STRIPS

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ELEVATION

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FENCE ELEVATION

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POURED CONCRETE FOUNDATION

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EXISTING RAIL BRACKET TYP.

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3" SQUARE POST, TYP.

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EXISTING U-CHANNEL RAIL

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POST TOP

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EXISTING U-CHANNEL RAIL

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EXISTING U-CHANNEL RAIL

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POST SHOWN BEYOND

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FENCE SECTION

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FINISHED GRADE

AutoCAD SHX Text NOTES: RE-INSTALL EXISTING DECORATIVE FENCE TO THE DIMENSIONS SHOWN. FENCE ELEMENTS IDENTIFIED ARE FOR REFERENCE. PROVIDE CONCRETE FOUNDATIONS IN ACCORDANCE WITH SPECIFICATION SECTION 03 30 00.

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POURED CONCRETE FOUNDATION

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REATTACH FABRIC

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AS NECESSARY WITH

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RUST RESISTING TIES

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AT 12" O.C. ON POSTS

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AND 24" O.C. ALONG

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POURED CONCRETE

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GRADE

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GALVANIZED STEEL

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CHAINLINK FENCE

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TOP AND BOTTOM RAIL/WIRE

AutoCAD SHX Text NOTES: PROVIDE TEMPORARY CONSTRUCTION FENCE IN ACCORDANCE WITH SPECIFICATION SECTION 01 00 00 OR AS DIRECTED BY THE RE.

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BLDG 3

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E A S T 25 TH STREET

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BLDG 1

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BLDG 6

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C-CS204

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GENERATOR PLATFORM - SITE DETAILS

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SCALE: 3/4" = 1'-0"

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EB

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ET/EB

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