36C25919R0011-0001006.pdf

UP

UP

01-SV-C29-V10

ELEV MACH RM

01-SV-C29-E7

ELEC

01-SV-C31-M3

MECH

01-SV-C34-E8

ELEC

01-SV-C35-M4

MECH

01-SV-C37-E9

ELEC

01-SV-SE15

ELEV

01-SV-SB37-V15

ELEV MACH RM

01-SV-ST5

STAIR

01-SV-C33-T3

DATA / TELECOMM

01-SV-PGE10

ELEV

01-SV-B35-M1

HEATING EQUIP

RM

01-SV-A36-01

SANITATION/RECYCLING

01-SV-A36-02

NON-FOOD STOR

01-SV-A36-03

DRY FOOD STOR

01-SV-A37-04

FOOD PREP

01-SV-A37-02

POT WASH

01-SV-A37-01

FOOD COURT

RECEIVING

01-SV-A38-01

WASTE PULPER

01-SV-A7-04

HAC

FINISHED FLOOR

ELEVATION 80.0'

(5368.0' USGS)

4"FD-B

4"FD-B W/

HALF GRATE

4"FD-B

4"FD-B W/

HALF GRATE

4"FD-B W/

HALF GRATE

4"FD-B

4"FD-B

4"FD-B W/

HALF GRATE

4"FD-B W/

HALF GRATE

4"FD-B

4"FD-B W/

HALF GRATE

4"FD-B W/

HALF GRATE

4"V UP

FROM

BELOW

FLOOR.

4"FD-B W/

HALF GRATE

4"FD-B W/

HALF GRATE

4"FD-B W/

HALF GRATE

4"FD-B

3"V UP FROM

BELOW FLOOR.

4"V UP FROM

BELOW FLOOR.

4"FD-B W/

HALF GRATE

4"FD-B W/

HALF GRATE

M A T C H L

IN

E A R E A D

M A T C H L

IN

E A R E A E

M A T C H L

IN

E A R E A E

M A T C H L

IN

E A R E A F

6"W 6"W

6"W DN BELOW

FLOOR W/ WCO

INV.: 92.0'

(5380.0' USGS)

6"W DN BELOW

FLOOR W/ WCO

4"GD DN BELOW

FLOOR W/ WCO

6"W

3"W UP

TO SS

1-1/2"W

UP TO DF

2"W UP

TO FD

3"W

2"W UP

TO FD

2"W UP

TO FD

4"W UP

TO WCs

2"W UP

TO LAVs 2"W UP

TO LAVs 4"W

2"W UP

4"W UP

3"W UP

TO MSB

2"W UP

TO EWC

4"W

2"W UP

2"W UP TO FD

2"W

4"W

2"W UP

TO LAVs

4"W UP

TO WCs

2"W UP TO LAVs

4"FCO

4"FD-S W/

HALF GRATE

4"FD-S W/

HALF GRATE

4"FD-S W/

HALF GRATE

4"FD-S W/

HALF GRATE

4"FD-S W/

HALF GRATE

3"FD-C

3"FD-C

3"GV

2"GV

3"FD-C

2"GV

3"GV

3"GV

3"GV

3"GV

4"FCO

4"FD-S

4"GV

2"GV

3"GV

3"V

2"V

4"GD

4"GD

2" WCO

4"FCO

4"GD

4"GD

4"GD

4"GD

3"GD

4"GD

2"V UP

4"GD

4"GD

3"GD 2"W

2"GV

4"V UP TO

LEVEL ABOVE

4"V

3"V UP

4"V UP

4"FD-B

4"FD-B4"FD-B

4"FCO

4"FCO

PROVIDE

SHEETMETAL PAN W/

1" IW BELOW PIPING

IN FOOD STORAGE

AREA. ROUTE IW TO

FD W/ 1" AIR GAP.

4"FCO

2"IW DN IN

WALL TO MSB

W/ 2" AIR GAP.

2" PUMPED IW

UP FROM

BELOW.

2"IW

2"IW 4"FD-S W/

HALF GRATE

4"FD-S W/

HALF GRATE

4"FCO

TP-1 TRAP PRIMER

LOCATION. EXTEND

1/2" TRAP PRIMER

LINE TO EACH FD.

P-502

3"V

3"V

2"PUMPED

IW

4"FD-B W/

HALF GRATE

3/4"IW DN

TO FD W/2"

AIR GAP

1"IW DN TO

FD W/2" AIR

GAP

1-1/4"IW DN

TO FD W/2"

AIR GAP

1"IW

6"FCO

4"FD-B W/

HALF GRATE

6"SW

1 - AHU5

1 - AHU4

1 - AHU7

1 - AHU10

1 - AHU6

1 - AHU8

1-HWP1

1-HWP4

1-ET2

1-HWP2

1-HWCP6

1-HWCP7

1-HWCP10

1-SAD6A 1-HWCP8

1-SWHX1

1-SWHX2

1 - FCU31

1-PRV2 1-SAD5

1-HWCP5

1-SAD4A

D

D

C

C

B

B

A

A

E

E

A

B

B

R1

SB

SB

SC

S29.3

S30

S31

SD

SD

S32

S33

S34

S35

S36

S37

S38

S38

11.5

01-SV-C37-E9

ELEC

01-SV-C39-01

CART DEPOT

01-SV-C11-O

DATA / TELECOMM

01-SV-C11-N

CONDENSATE

LIFT / STORM &

SAN

01-SV-C39-02

LOAD RM

01-SV-C40-01

CORRIDOR

01-SV-A38-01

WASTE PULPER

FINISHED FLOOR

ELEVATION 80.0'

(5368.0' USGS)

4"FCO

3"V(SP SUMP)

3"V(SP SUMP) UP TO

CLG SPACE.

1 1/2"PUMPED SW

6"SW

6"SW UP TO

RD ABOVE.

4"GCO

INV.: 95.50' (5383.50'

USGS).

2345 SQ FT (217.9 SQ

METERS) RE: CIVIL

DWGS.

INV.: 95.25'

(5383.25' USGS)

8' - 5"

1 1/2" PUMPED SW

UP FROM SUMP

PUMP SYSTEM.

M A T C H L

IN

E A R E A E

M A T C H L

IN

E A R E A F

3"V

3"V

01-SP-2

4"FD-B

4"FD-B W/

HALF GRATE

D

C

B

A

A

E

S38

A

B

B.5

B.7

C

11 12 08 09 13

03040506

Drawing Number

Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

Key Plan

CONSULTANTS:

DateRevisions

1 2 3 4 5 6 7 8 9 10 11 12

D

C

B

A

554-501REPLACEMENT MEDICAL CENTER

FACILITY, EASTERN COLORADO

HEALTH CARE SYSTEM

AURORA, COLORADO

N

C O N

R E S

D A T

I B S

I B N

E N C

C L C

C B N

C B C

C B S

P S N

P V N

P V S

13 14

1 2 3 4 5 6 7 8 9 10 11 12 13 14

E o n e e ig h th i n c h o n e f o o t

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

ARCHITECT/ENGINEERS:

H+L Architecture 1755 Blake Street, Suite 400 Denver, CO 80202

Skidmore, Owings & Merrill LLP 224 South Michigan Avenue Suite 1000 Chicago, IL 60604

Cator, Ruma & Associates 896 Tabor Street Lakewood, CO 80401

S. A. Miro, Inc.

4582 South Ulster Street Pkwy.

Suite 300 Denver, CO 80237

Professional Seal

/1 /2 :4 :5 P M

D R e v it L o c a l P ro je c ts \2 \P L -I F O -S h e e ts b g e tt e l.

rv t

01.PL.100-D

SERVICE LEVEL WASTE, DRAIN AND

VENT PIPING PLAN - AREA E/F

CONCOURSE

08/31/2012

0' 4' 8' 16' 32'0' 4' 8' 16' 32'

NORTH

FE

DBA C

1/8" = 1'-0"1

SERVICE LEVEL WASTE, DRAIN

AND VENT PIPING PLAN - AREA E

1/8" = 1'-0"2

SERVICE LEVEL WASTE, DRAIN

AND VENT PIPING PLAN - AREA F

0' 4' 8' 16' 32'0' 4' 8' 16' 32'

CDI No.12 08/31/2012

JSI No. 041 11/16/2012

See RFI 1842

Emeka.Nwabunwanne Cloud

Emeka.Nwabunwanne Callout KT RFI #4720 / VA #4174 - Wall was revised to receive Type A6 Wall

Tony.Escobar-PTR Callout RFI #6544: This pipe can be shifted west as needed to facilitate not running into the CBS foundation.

RFI 6544a/6878: Pipe can be shifted North (NOT West)

Bill.Sullivan-PTR Text Box

Bill.Sullivan-PTR Polygon

Sarah.Hartsfield Callout

KT RFI #2361/VA RFI #2061

VA requests shop drawings for engineered pulping system, which will revise MEP to Items 95, 96, & 98.

Sarah.Hartsfield Arrow

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Ellipse

Christopher.Betts Rectangle

Christopher.Betts Rectangle

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Ellipse

Christopher.Betts Rectangle

Christopher.Betts Rectangle

Christopher.Betts Rectangle

Christopher.Betts Rectangle

Christopher.Betts Typewritten Text KT RFI 3184(va 2823):

FCU condensate as shown

Christopher.Betts Typewritten Text

3/4" IW

Christopher.Betts Typewritten Text

1" IW

Christopher.Betts Arrow

Christopher.Betts Arrow

Christopher.Betts Typewritten Text

(1) 1" IW &

(1) 3/4" IW DN to FD w/2" AIR GAP

Christopher.Betts Arrow

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Line

Christopher.Betts Ellipse

Christopher.Betts Rectangle

Christopher.Betts Rectangle

Christopher.Betts Typewritten Text

1" IW

Christopher.Betts Arrow

Christopher.Betts Typewritten Text

1" IW DN TO FD

W/2" AIR GAP

Christopher.Betts Arrow

Christopher.Betts Typewritten Text KT RFI 3184(va 2823) FCU condensate as shown

Christopher.Betts Arrow

Christopher.Betts Snapshot

Christopher.Betts Typewritten Text in this area

Christopher.Betts Cloud

Adam.Horecki-PTR Text Box

Adam.Horecki-PTR Callout KT RFI 3903 (VA 3596): Reference this RFI for revision of storm pipe elevations. KT RFI 3797 (VA 3425) is a duplicate to this RFI.

Adam.Horecki-PTR Callout KT RFI #3797/VA #3425: Acceptable to raise INV. elevation to 92'-10" and core drill.

Xavier.Larsen Callout See RFI KT # 1842 / VA # 1706a regarding the plumbing beam conflict.

Xavier.Larsen Callout See RFI KT # 1843 / VA # 1705 regarding clear path/conflicts for this line.

Peter.Bernard Text Box

Peter.Bernard Callout KT RFI #1669/VA #1455: Re-route storm to avoid [pneumatic] intake well.

VA.PLAN

Cloud

VA.PLAN

Callout RFI #7882: This storm drain line is not constructible. The VA selects the option of draining the area by sloping to the swale. James Chang (COTR) will provide grading directions to KT Superintendent in the field to achieve positive drainage to a proper location.

Any cost associated with this RFI has to be approved through authorization process.

Xavier.Larsen Callout See RFI # 7981 regarding CON Kitchen Disposer Waste Pipe routing.

Xavier.Larsen Callout Reference RFI #8584 regarding Garbage Disposal #41 plumbing/venting re-route

Charlie.Stiens Callout See RFI #8848 regarding relocation of trough drain.

xavier.larsen Callout RFI # 9476 CON-Div22-SL Kitchen Food Prep Area (walk-in freezer/cooler) Condensate Drain Tripping Hazard - add table here xavier.larsen Callout RFI # 9520 - Relocate Air Compressor

Jorge.Almeida Cloud

Jorge.Almeida Callout Per RFI 10250, reroute pipe to the North side of the elevator door to avoid any conflict, then back to the South side of the elevator door and reconnect to the existing core drill. Field coordinate exact routing to avoid all conflicts.