36C25619Q1398 0002 0227-6SB100-M2.pdf

F

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30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 19' - 0"

( 96' - 1" ) ( 96' - 1" )

( 96' - 1" )

( 95' - 5" )

( 96' - 1" ) ( 97' - 9" )

( 97' - 9" )( 97' - 9" )( 97' - 9" )( 97' - 9" )

( 97' - 9" )

( 97' - 9" )( 97' - 9" )

( 97' - 9" )

( 97' - 9" )

( 97' - 9" )

( 97' - 9" )

( 97' - 9" ) ( 97' - 9" )

( 96' - 1" )

( 95' - 1" )( 95' - 0" )

( 93' - 9" )

6-PC7

6-PC5

6-PC4

6-PC3

6-PC3

6-PC3

6-PC5 6-PC5 6-PC5 6-PC5

6-PC7

6-PC3

6-PC4

6-PC5

6-PC6

6-PC56-PC5

6-PC5 6-PC5

6-PC6 6-PC6

6-PC5

6-PC3

6-PC5

6-PC8A

6-PC7

6-PC4

6-PC3

6-PC3

6-PC3

6-PC4

6S B

0-

M

6S B

0-

M

6S B

0-

M

6S B

0-

M

1' - 2" 1' - 2"

1'

1' - 0"

1'

1' - 7 3/4" ( 94' - 0" )

6-PC6

16" THICK MAT

EL. 94'-0"

( 96' - 1" )

6-PC6

( 96' - 1" )

N

9.5

6-PC3

6-PC3

( 96' - 1" ) ( 96' - 1" )

( 93' - 4" )

( 93' - 4" )

( 93' - 9" )

( 95' - 5" )

6-PC3

( 95' - 5" )

( 93' - 9" )

( 97' - 9" )

0SB501

0SB501

0SB501

6SB501 8

6SB501

6SB501

6SB501

9A

6SB501

9A

6SB501

6SB501 2

6SB501

6SB501

6SB501

T .O

.M

1'

-6

T H

IC

K

M A

T T

.O .M

6' -0

T H

IC

K

M A

T

15' - 0"

1"

4'

6SF202

12' - 0"

(U .N

.O

E Q

(U .N

.O

E Q

(U.N.O)

EQ

(U.N.O)

EQ

3A

6SB501

4' - 9"

( 93' - 9" )

6' - 9" 6' - 9" 6' - 9" 6' - 9"

6' - 8"

1' - 6"

14' - 0" 2' - 6" 18' - 6" 1' - 6"

1' - 6"

6' - 3 1/16" 7' - 8 13/16"

1'

1"

(9 3'

-9

(S L)

GF

(99'-0")

SP

0SB501

SIM.

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

B3

PLAN

NORTH

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IN

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IN

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T O

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H A L

F

IN

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TH

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Q U

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IN

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IN

C H

ES

O N

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O T

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C H

F

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F

E E T

(1

0'

6"

6"

0'

0'

123456

F

B

A

D

C

E

F

O N

E

SI

X T

EE

N

TH

IN

C

H

O N

E

FO

O T

O N

E

AN

D O

N E

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AL

F

IN

C H

ES

O N

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FO

O T

6"

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

APPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBER

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

BLDG 6 FOUNDATION PLAN - AREA M2

TMD KMYJuly 15, 2011

SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD / TANK CONSULTANT

I.S.C. GROUP, INC. / IRRIGATION

DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE

FULLY SPRINKLERED

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE

6SB100-M2

6629-HS2-401

Department of

Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MAINTENANCE

EWP_5

1/8" = 1'-0"1

BLDG 6 FOUNDATION PLAN - AREA

M2

ALL FOUNDATION DRAWINGS WITH SB PREFIX IN EWP04 WERE

REPLACED BY THE SHEETS OF THE SAME NAME AND NUMBER

FROM EWP05 EFFECTIVE WITH ADDENDUM #5 TO EWP04.

1 ADDENDUM 1 8/24/11

2 ADDENDUM 2 8/24/11

3 ADDENDUM 3 - POST BID 12/2/11

4 ADDENDUM 4 - POST BID 12/21/11

5 BULLETIN 004.1 5/25/12

10 BULLETIN 009D 2/5/13

13 BULLETIN 012D 6/7/13

RFI-208,

REFERENCE

DETAIL 5/0SB501

FOR

CLARIFICATION

SEE RFI 00953.1 FOR

PILE CAP VE CHANGES.

SEE RFI 00953.1 FOR

PILE CAP VE CHANGES.

RFI 01167:

VALVE PIT

REMOVED

SEE RFI 01036

FOR OFFSET

GRADEBEAM

DIMENSIONS.

RFI 02325: Thicken slab edge below pool wall to bear on pile cap

RFI 02322: Corrects the details in the clouded location.

Adds 8" divider wall.

RFI 02382:

Clarifies location of sump

'-0

99'-0"

S lo pe

'-9

RFI 02465: Added 10' of Geo-Foam

RFI 02755: Clarifies P36;

top of pier elevation 97'9"

RFI 02756: Moves pit 10" west and confirms dimensions.

4'-4"

RFI 05066: Added Sump Pit Cover

RFI 06156: Housekeeping pad added in order to create level surface for pool installer

RFI 07375: Use Vandex waterproofing product to stop minor water infiltration in deep end of pool