Exhibit A1- WH_Grease_Trap_Replacement Plan.pdf

LIFT

UP

3"V

EXIST. OVHD.

6"

26" BFF

33"

BFF

4" SOILPIPE

ABANDONED

IN PLACE

FD

CO

CO

12"

BFF

22"

BFF

6"

12"

BFF

4"

BFF

20"

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4"

4"

ABOVE FLOOR

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2"

VENT

ABANDONED IN PLACE

3" 3"

TROUGH DRAIN

TIE-IN

3" V

FCO

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UP

3"V

EXIST. OVHD.

6"

26" BFF

33"

BFF

4" SOILPIPE

ABANDONED

IN PLACE

FD

CO

CO

12"

BFF

22"

BFF

12"

BFF

6"

12"

BFF

4"

BFF

BFF

6"

16"

BFF

20"

BFF

CO

FD

4"

4"

ABOVE FLOOR

CO

4"

PVC

VENT

FFD

CO

FFD

2"

VENT

ABANDONED IN PLACE

3" 3"

TROUGH DRAIN

TIE-IN

3" V

SUBMITTED

FERMI NATIONAL ACCELERATOR LABORATORYSCALE:

REVISIONS

DESCRIPTIONSDATEREV.

S

NORTH

PROJECT

W E

WH GREASE TRAP REPLACEMENT

BMcD PROJECT NUMBER 110332

X X

X X

X X

X X

X

DISCIPLINE

REVIEW

PC REVIEW /

CHECKED BY

FESS

APPROVED

DESIGNED

DRAWN

CHECKED

APPROVED

ISSUED FOR 90% REVIEW11-07-2018A

PLUMBING MATERIAL SPECIFICATIONS

1.GENERAL:

a.INSTALL PIPING ACCORDING TO THE LOCAL PLUMBING CODE.

b.DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND

ARRANGEMENT OF PIPING SYSTEMS.

c.INSTALL PIPING AT INDICATED SLOPES AND FREE OF SAGS AND BENDS.

d.INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.

e.VERIFY FINAL EQUIPMENT LOCATIONS FOR ROUGHING-IN.

f. DO NOT ENCLOSE, COVER, OR PUT PIPING INTO OPERATION UNTIL IT IS INSPECTED AND

APPROVED BY AUTHORITIES HAVING JURISDICTION.

2.DEMOLITION:

a.DISCONNECT, DEMOLISH, AND REMOVE MECHANICAL SYSTEMS, EQUIPMENT, AND

COMPONENTS INDICATED TO BE REMOVED.

b.EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT.

c.IF PIPE, INSULATION, OR EQUIPMENT TO REMAIN IS DAMAGED IN APPEARANCE OR IS

UNSERVICEABLE, REMOVE DAMAGED OR UNSERVICEABLE PORTIONS AND REPLACE WITH

NEW PRODUCTS OF EQUAL CAPACITY AND QUALITY.

3.SUBMITTALS: PROVIDE THE FOLLOWING SUBMITTALS FOR REVIEW.

a.PRODUCT DATA:

i.PIPING MATERIALS INCLUDING FITTINGS.

ii.EQUIPMENT, INCLUDING CAPACITY, DIMENSIONS, OPTIONS, MATERIALS, ACCESS

REQUIREMENTS, INSTALLATION REQUIREMENTS … ETC.

b.OPERATION AND MAINTENANCE DATA.

c.AS-BUILT DRAWINGS.

4.SANITARY WASTE AND VENT PIPING:

a.SANITARY WASTE AND VENT PIPING SHALL BE ASTM D2665, SOLID-WALL PVC DRAIN, WASTE

AND VENT PIPE WITH SOCKET FITTINGS MADE TO ASTM D3311 DRAIN, WASTE AND VENT

PATTERNS.

b.INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM

SLOPES: BUILDING SANITARY DRAIN: 2% DOWNWARD IN DIRECTION OF FLOW FOR

PIPING 3” AND SMALLER; 1% DOWNWARD IN DIRECTION OF FLOW FOR PIPING 4” AND

LARGER. VENT PIPING: 1% DOWN TOWARD VERTICAL FIXTURE VENT OR TOWARD VENT

STACK.

SCALE:

R. WEAVER

A. CHAMBERLAIN

B. NOLAND

PLUMBING PLAN & DETAILS

P-12-1-525

GI-1

GI-2

KITCHEN NEW WORK PLANKITCHEN DEMO PLAN

KEYED NOTES:

DISCONNECT EXISTING GREASE INTERCEPTOR

FROM EXISTING PIPING AND REMOVE GREASE

INTERCEPTOR. EXISTING PIPING (INLET,

OUTLET, & VENT) IS TO BE RE-CONNECTED TO

NEW GREASE INTERCEPTOR.

CONNECT EXISTING 4" PVC INLET, 4" PVC

OUTLET, AND 3" PVC VENT PIPING TO NEW

GREASE INTERCEPTOR.

SAWCUT AND REMOVE CONCRETE AS

REQUIRED FOR GREASE INTERCEPTOR

REPLACEMENT. SEE DETAIL 1 ON THIS SHEET

FOR CONCRETE REPAIR REQUIREMENTS.

CONCRETE NOTES:

1. THE CONSTRUCTION OF REINFORCED CONCRETE SHALL CONFORM TO THE ACI

BUILDING CODE, LATEST EDITION.

2. CONCRETE SHALL DEVELOP 4,500 PSI MINIMUM COMPRESSIVE STRENGTH AT THE

END OF 28 DAYS.

3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE

FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS.

4. CONCRETE SHALL HAVE A SLUMP OF 4” +/- 1”.

5. BAR SUPPORTS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUAL

OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,

ACI 315.

6. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4” CHAMFER.

7. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS WITH BURLAP, POLYETHYLENE

SHEET OR BY USING AN IDOT APPROVED CURING MEMBRANE.

8.

9. ALL OPENINGS SHALL HAVE ADDITIONAL REINFORCING PLACED AROUND THE

OPENING.

10.WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED.

11.HORIZONTAL CONCRETE SURFACES SHALL RECEIVE A LIGHT BROOM FINISH.

12.TESTING

A. PERFORM SLUMP TEST, AND PREPARE CONCRETE SPECIMEN FOR

COMPRESSIVE STRENGTH TESTING FOR EVERY 20 CY OF CONCRETE PLACED

(MINIMUM OF ONE SET OF CYLINDERS SHALL BE PREPARED).

B. SPECIMENS SHALL CONSIST OF FIVE (5) CONCRETE CYLINDERS. 2 EACH ARE TO

BE BROKEN AT 7 AND 28 DAYS, RESPECTIVELY. ONE SHALL BE SPARE.

CONCRETE PAD REPAIR

SECTION & NOTES

NOT TO SCALE

9" 9"

EXISTING CONCRETE

FULL DEPTH SAWCUT

PROPOSED CONCRETE

(SEE CONCRETE NOTES)

5" MIN

EPOXY GROUT

#3 REBAR @ 18" O.C.

4" MIN

XX

W4 X W4 4X4 WWF

10 MIL LPDE,

LAP JOINTS BY A

MINIMUM OF 12"

IDOT FA-6 FINE

AGGREGATE COMPACTED

TO 95% (ASTM D698)

GI-1

GI-2

SCALE IN FEET

0 2' 4' 8'

SCALE IN FEET

0 2' 4' 8'

DEMOLITION

NEW WORK

EXISTING

TO REMAIN

EXISTING

TO REMAIN

DEMOLITION

LEGEND:

NEW WORK

EXISTING TO REMAIN

KITCHEN

KITCHEN

SIMILAR FINISH AS THE SURROUNDING FLOOR.

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%%UKEY PLAN

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DATE

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FERMI LAB

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DATE

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A/E CONSULTANT

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UNITED STATES DEPARTMENT OF ENERGY

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REV.

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DRAWING NO.