36C25619Q1398-0001001.pdf

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629-19-690-0895 Pool Maintenance (VA-19-00078694)
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36C25619Q1398
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36C25619Q1398 0001 0227-6SB100-M2.pdf

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Text version

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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

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6S B

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6S B

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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" )

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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

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6SB501

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6SB501

6SB501 2

6SB501

6SB501

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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'

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(99'-0")

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0SB501

SIM.

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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

File details come from the government source that posted it.