47_SD102_R1_AMENDMENT 008.pdf

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45' - 0" ±

(TYP)

42' - 8" ±

0"

5' - 4" ±

6'

2"

(4'-3"± DEEP)

(2'-3"± DEEP)

(1'-3"± DEEP)

(1'-2"± DEEP)

6'

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10' - 0"6' - 8"

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EXIST LEDGE

ELEV=8.30'±

EXIST LEDGE

ELEV=8.30'±

EXIST LEDGE

ELEV=8.30'±

EXIST LEDGE

ELEV=6.90'±

EXIST LEDGE

ELEV=6.20'±EXIST LEDGE

ELEV=4.60'±

EXIST LEDGE

ELEV=4.40'±

EXIST LEDGE

ELEV=-5.10'±

EXIST LEDGE

ELEV=-0.50'±

EXIST LEDGE

ELEV=-1.90'±

EXIST LEDGE

ELEV=-0.30'±

EXIST LEDGE

ELEV=7.10'±

(1'-2"± WIDE

AROUND

EQUIPMENT)

(1'-3"± WIDE

AT END OF

EQUIPMENT)

5' - 4 1/4" ±

2'

2"

2' - 0" ±

EXIST BOTTOM

OF TRENCH

ELEV=6.47'±

EXIST BOTTOM

OF TRENCH

ELEV=6.05'± 12' - 10" ± 32' - 2" ± 22

4' - 2" ±

EXIST BOTTOM

OF TRENCH

ELEV=6.70'±

EXIST BOTTOM

OF TRENCH

ELEV=7.00'±

2' - 0" ±

1' - 6" ±

EXIST BOTTOM

OF TRENCH

ELEV=7.50'±

EXIST BOTTOM

OF TRENCH

ELEV=8.05'±2'

0"

EXIST LEDGE

ELEV=9.20'±

EXIST BOTTOM

OF TRENCH

ELEV=8.05'±

EXIST LEDGE

ELEV=7.50'±

8'

8"

9'

8"

4' - 5"

6' - 0"

1'

7'

8"

6' - 6"

5'

8"

7' - 8"

3' - 1 1/4"

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20' - 6"

6' - 11 1/2"

1' - 9 1/8"

6'

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4"

1"

19' - 3"

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10(SIM)

5'

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5' - 6"

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(TYP)

EDGE OF

SLAB

SAWCUT (TYP)

23' - 0" ± 22

EXIST LEDGE

ELEV=8.10'±

EXIST LEDGE

ELEV=6.20'±

2' - 10" ±

3' - 0" 6' - 0"

6'

0"

16 (TYP)

3'

6"

5' - 0"

1' - 6" 2' - 0"

1' - 6"

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

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SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

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EPROJECT NO.:

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DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

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ACTIVITY

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T. CARLETON

L. LYONS

S. RUCINSKI

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MATCH LINE

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

B1

FOUNDATION REMOVALS PART PLAN - WEST

PLAN

NORTH

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

EXISTING STEEL CHANNEL STAIR STRINGERS

AND CONCRETE FILLED METAL PAN STAIR

TREADS.

EXISTING W6± STEEL COLUMN SUPPORTING

EXISTING STAIRS OR MEZZANINE.

EXISTING HSS STEEL COLUMN SUPPORTING

EXISTING STAIRS OR MEZZANINE.

EXISTING STORM DRAIN LINE BELOW SLAB. SEE

CIVIL DRAWINGS.

EXISTING WATER LINE BELOW SLAB. SEE CIVIL

DRAWINGS.

EXISTING 4'-0"x4'-0"x1'-0"± REINFORCED

CONCRETE FOOTING.

EXISTING 2'-0"x4'-0"x1'-0"± REINFORCED

CONCRETE FOOTING.

REMOVE EXISTING STEEL TRENCH COVERS AND

CONTINUOUS STEEL ANGLE BOLTED TO TRENCH WALLS.

REMOVE TOP 1'-0"± OF EXISTING CONCRETE CAPSTAN TO

BOTTOM OF EXISTING SLAB.

REMOVE EXISTING 1'-0"± REINFORCED CMU WALLS (9'-8"±

TALL) AND DOWELS INTO EXISTING SLAB. PATCH SLAB.

REMOVE EXISTING 6"± x 6"± CONTINUOUS CONCRETE CURB

AND DOWELS INTO EXISTING SLAB AND GRIND DOWELS

FLUSH WITH SLAB SURFACE. PATCH SLAB

SAWCUT AND REMOVE TOP 8" OF REINFORCED CONCRETE

CURB OF EQUIPMENT FOUNDATION.

CUT AND REMOVE EXPOSED PORTION OF 1-1/2"± DIAMETER

ANCHOR RODS (TYPICAL OF 16) FLUSH WITH TOP OF

EQUIPMENT PAD.

REMOVE EXISTING JIB CRANE COLUMN (20 FEET TALL),

STEEL BASE PLATE, AND FOUR ANCHOR RODS.

REMOVE EXISTING 6"± HIGH CONCRETE SLAB ON TOP OF

EXISTING 7-1/2"± THICK CONCRETE SLAB-ON-GROUND.

REMOVE EXISTING STEEL CHANNEL STAIR STRINGERS

AND METAL GRATING STAIR TREADS.

REMOVE EXISTING W12x65± STEEL COLUMN.

REMOVE EXISTING W12x96± STEEL COLUMN.

REMOVE EXISTING 6x8± WOOD POST.

REMOVE EXISTING 3"± DIAMETER STEEL PIPE COLUMN.

REMOVE EXISTING HSS 3x3± STEEL COLUMN.

REMOVE EXISTING HSS 4x4± STEEL COLUMN.

SAWCUT AND REMOVE EXISTING 7-1/2"± THICK

REINFORCED CONCRETE SLAB-ON-GROUND.

SAWCUT AND REMOVE EXISTING 6"± THICK REINFORCED

CONCRETE SLAB-ON-GROUND AND 1-1/2"± THICK WOOD

PLANK FLOOR BOARDS.

REMOVE EXISTING FLOOR MOUNTED JIB CRANE AND CUT

(6) 1-1/2"± DIAMETER ANCHOR RODS FLUSH WITH TOP OF

CONCRETE PAD.

REMOVE EXISTING 1'-0"± THICK CONCRETE PAD AND

STEP SUPPORTED ON EXISTING SLAB.

SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE

TRENCH.

REMOVE EXISTING W6x25± STEEL COLUMN, BASE PLATE, 1"± NONSHRINK GROUT, AND CUT1/2"± DIAMETER

ANCHOR BOLTS FLUSH WITH EXISTING SLAB.

REMOVE EXISTING CONCRETE TRENCH WALLS AND

TRENCH SLAB.

REMOVE EXISTING 4'-4"± x 8'-6"± x 4'-2"± DEEP CONCRETE

FILLED EQUIPMENT FOUNDATION BELOW EXISTING SLAB-

ON-GROUND.

PROVIDE 8" DIAMETER HOLE IN EXISTING TRENCH SIDE

WALL FOR RADON SYSTEM. SEE DETAIL C3/SB501.

SAWCUT AND REMOVE EXISTING CONTINUOUS

CONCRETE FILLED TRENCH (4'-4"± x 4'-2"±) BELOW

EXISTING SLAB-ON-GROUND.

SAWCUT AND REMOVE TOP 1'-6" OF EXISTING TRENCH

WALL.

EXISTING KEYNOTES

EXISTING REINFORCED CONCRETE FOUNDATION

WALL.

EXISTING REINFORCED CONCRETE PIER.

EXISTING 6"± THICK REINFORCED CONCRETE

SLAB-ON-GROUND WITH 1-1/2"± CONCRETE

TOPPING SLAB.

EXISTING CONCRETE PIT SUPPORTING EXISTING

EQUIPMENT. DEPTH OF PIT INDICATED WITH

KEYNOTE.

EXISTING REINFORCED CONCRETE JIB CRANE

FOUNDATION.

EXISTING 7-1/2"± THICK REINFORCED CONCRETE

SLAB-ON-GROUND.

EXISTING 6"± THICK REINFORCED CONCRETE

SLAB-ON-GROUND AND 1-1/2"± THICK WOOD

PLANK FLOOR BOARDS.

REMOVALS KEYNOTES

(THIS SHEET ONLY) (THIS SHEET ONLY)

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1. TOP OF EXISTING SLAB-ON-GROUND ELEVATION = 10.30'±.

2. EXISTING STEEL FRAMING PAINT COATING IS LEAD-CONTAINING.

3. TOP OF EXISTING WOOD PLANK FLOOR BOARDS ELEVATION = 10.30'±.

4. EXISTING LEDGE ELEVATIONS ARE APPROXIMATE AND ARE BASED ON

EXISTING REFERENCE DRAWING 60-02-2.

GENERAL NOTES

5. IN ADDITION TO THE QUANTITIES INDICATED, PROVIDE 30 CUBIC YARDS (6

UNITS OF 5 CUBIC YARDS) OF TOTAL PROJECT ROCK REMOVAL NOT

OTHERWISE INDICATED ON THE DRAWINGS, SPECIFICATIONS, OR

REPORTS. THE QUANTITIES INDICATED IN THE DRAWINGS AND

SPECIFICATIONS ARE TO BE INCLUDED IN THE LUMP SUM BASE BID LINE

ITEM. THE 30 CUBIC YARDS (6 UNITS OF 5 CUBIC YARDS) QUANTITY

INDICATED ABOVE WILL BE TRACKED AS A UNIT PRICE.