Drawings_Rpl_Cooling_Tower_F10262.pdf

STM

Location

Soil Boring

Location

Soil Boring

CW

C W

C W

C W

C W

C W

CW

C W

S T

M

S T

M

STM

STM

STM STM STM STM

STM

STM STM

S T

M

S T

M

S T

M

STM

S T

M

STM

STM STM STM

STM

STM STM

S T

M

C W

C W

C W

C W

C W

C W

C W

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

S.

PETER

CORRECTED FINAL

23 JUN 15

N

GRAPHIC SCALE

0 20 40

P

L

T

Steam Manhole

Water Service

Storm Inlet Sign Valve

Landscaping

Bollard

Tree

Light Pole

Power Pole

Electric Manhole

Electric Manhole

Telephone Manhole

Ex. Sanitary Sewer

Ex. Storm Sewer

Ex. Waterline

Ex. Waterline

Ex. Fence

Ex. Electric

Ex. Major Contour

Ex. Minor Contour

Ex. Gasline

Existing Site Legend

Sanitary Manhole

Ex. Chilled WaterCW

Exist Utility

Connect to

Inv LOCKED

Top=834.63

STMH

Inv FULL

Top=834.93

CI

Top=835.21

SSMH

Elect. MH

Inv 12" RCP(W)= 832.26

Top=834.73

Inv 15" CPP(W)= 830.21

Inv 12" CPP(S)= 830.21

Top=834.82

Inv 12" CPP(S)= 829.32

Inv 15" CPP(E)= 829.32

Inv 15" CPP(W)= 829.32

Top=834.41

Inv 12" CPP(N)= 829.52

Top=834.32

Inv 8" VCP(E)= 831.13

Inv 18" RCP(W)= 828.03

Inv 18" RCP(NE)= 827.98

Top=833.88

Top=834.76

Inv 8" PVC(S)= 832.29

Top=834.14

Inv 12" RCP(N)= 830.97

Inv 8" VCP(W)= 831.22

Inv 12" RCP(E)= 831.47

Top=834.72

CBS

12" Tree

12" Tree

12" Tree

12" Tree

2" Tree

12" Evergreen

14" Evergreen

10" Evergreen

10" Evergreen

10" Evergreen

12" Evergreen

12" Evergreen

12" Evergreen

8' Chain Link

Fence

Top=834.54 reserved park.

Sign Private reserved park.

Sign Private (4)

C P P

15" CPP15" CPP

15" CPP

C P

Inv 8" VCP(W)= 831.60

Inv 8" VCP(E)= 831.70

Top=836.00

CBS

STMH

F.F.=837.36

Building

CONC WALK

C O

N C

W A L K

C O

LK

CONC WALK

C O

L K

834834

F.F.=840.88

Building 262

Existing Cooling Tower

"T" Road

20" Return Piping

Piping

20" Supply

Conc. Walk

CONC WALK

Drive

Dock

Dock Drive Grass

Grass

S a c r a m e n t o

S

F.Hyd.

Tele.MH

20" Return Piping

822.85 PLAN

Inv LOCKED

Top=834.62

SSMH

Inv 821.50 PLAN

Top=835.28 PLAN

SSMH

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

K Z F

.0

F

U L L S

IZ

E P

R

IN

T

X

EXISTING SITE PLAN

C100

POSSIBLE 30" CASING Pipe

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

CW

C W

C W

C W

C W

C W

CW

C W

S T

M

S T

M

STM

STM

STM STM STM STM

STM

S T

M

S T

M

STM

S T

M

STM

STM STM STM

STM

C W

C W

C W

C W

C W

C W

C W

N

GRAPHIC SCALE

0 20 40

C101

SITE PHASING PLAN

PHASE I

-REROUTE STORM SEWER

-CONSTRUCT ELECTRICAL CONDUIT TO BUILDING 262

-CONSTRUCT NEW WATER SERVICE

-CONSTRUCT NEW SANITARY LATERAL

-CONSTRUCT COOLING TOWER COMPLEX

COOLING COMPLEX

-DEMOLISH SITE ITEMS REQUIRED TO CONSTRUCT THE NEW

CONNECTION LOCATIONS

-VERIFY ELEVATION & LOCATION OF EXISTING UTILITIES AT

PHASE II

PHASE III

-DEMOLISH EXISTING COOLING TOWER COMPLEX

-RECONSTRUCT SIDEWALKS, REPAIR PAVING

-REMOVE STAGING AREA

-FINAL GRADE, SEED AND MULCH

PHASE I

PHASE III

PHASE I

-TEST OPERATION OF COOLING TOWER EQUIPMENT

30' OF BUILDING CONNECTION POINT

-CONSTRUCT NEW SUPPLY AND RETURN COOLING LINES TO WITHIN

-REMOVE EXISTING SUPPLY AND RETURN LINES AS REQUIRED.

-CONNECT NEW SUPPLY AND RETURN LINES TO BUILDING SYSTEM.

-DISCONNECT AND REMOVE TEMPORARY COOLING UNIT

-ABANDON IN PLACE EXISTING SUPPLY AND RETURN LINES BY FILLING WITH GROUT

PHASE II

PHASE III

SHEET M-401

RENTAL CHILLERS

TEMPORARY

-INSTALL TEMPORARY RENTAL CHILLER UNITS AND CONNECT TO BUILDING SYSTEM.

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

K Z F

.0

F

U L L S

IZ

E P

R

IN

T

X

Inv 18" RCP(NE)= 827.98

Inv 12" RCP(E)= 831.47

Top=834.72

CBS

reserved park.

Sign Private reserved park.

Sign Private (4)

15" CPP

STMH

F.F.=837.36

Building

CONC WALK

C O

L K

C O

LK

CONC WALK

F.F.=840.88

Building 262

20" Return Piping

Piping

20" Supply

Conc. Walk

Drive

Dock

Dock Drive Grass

Grass

S a c r a m e n

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

CW

C W

C W

C W

C W

C W

CW

C W

S T

M

S T

M

STM

STM

STM STM STM STM

STM

STM STM

S T

M

STM

S T

M

S T

M

STM

S T

M

STM

STM STM STM

STM

STM STM

S T

M

STM

C W

C W

C W

C W

C W

C W

C W

N

GRAPHIC SCALE

0 20 40

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

K Z F

.0

F

U L L S

IZ

E P

R

IN

T

X

Inv 12" CPP(S)= 829.32

Inv 15" CPP(E)= 829.32

Inv 15" CPP(W)= 829.32

Top=834.41

Inv 18" RCP(NE)= 827.98

Inv 12" RCP(E)= 831.47

Top=834.72

CBS

reserved park.

Sign Private reserved park.

Sign Private (4)

C P P

15" CPP15" CPP

15" CPP

C

STMH

F.F.=837.36

Building

CONC WALK

C O

L K

C O

LK

CONC WALK

C O

L K

F.F.=840.88

Building 262

"T" Road

20" Return Piping

Piping

20" Supply

Conc. Walk

CONC WALK

Drive

Dock

Dock Drive Grass

Grass

S a c r a m e n

C200

DEMOLITION PLAN

XXXXXXXXXXXXXXXXXXXXXXXX

X X

X X

X

X

X X

X X

X

X X X X X X X X X X X X X X X X X X X X X X X

REMOVE PAVEMENT

REMOVE CONCRETE WALK

WALK

REMOVE CONC.

PIPE

REMOVE STORM

REMOVE TREES TYP.

REMOVE C.B.

REMOVE STORM PIPE

REMOVE CURB

REMOVE STORM PIPE REMOVE PAVEMENTREMOVE CURB

WALK

REMOVE CONC.

TREES

EXISTING

PROTECT

PROVIDE NEW 5' WIDE CONCRETE WALK.2

4 REMOVE EXISTING TREES.

CORE NEW SOUTH OUTLET FOR NEW 12" STORM.

SEAL EXISTING STORM MANHOLE AT EAST OUTLET.

REMOVE EXISTING 12" DIA. STORM SEWER.

7 REMOVE EXISTING CONCRETE CURB.

8 REMOVE EXISTING CATCH BASIN.

9 REMOVE EXISTING CONCRETE WALK.

10 REMOVE EXISTING ASPHALT PAVEMENT.

5 5

FENCE

CONSTRUCTION

1A

6 8

(SEE PHASING PLAN FOR TIMING)

FILL SITE AS NEEDED, FINE GRADE, SEED AND MULCH.

TANK CONTAINMENT AREA.

PERIMETER FENCING, UTILITY CONNECTIONS, ACID

POST INDICATOR VALVES, CONC. FOUNDATIONS,

DEMOLISH EXISTING COOLING TOWER, 20" DIA. PIPING,

TO THE FOLLOWING NOTES

DEMOLITION INCLUDES, BUT IS NOT LIMITED

DEMOLITION NOTES:

11 CONTRACTOR LAY DOWN AREA 8" AGGREGATE BASE

AREA

LAY DOWN

WITH 4 SPACES (SEE C300)

REMOVE 12 EXISTING SPACES REPLACED

ASPHLAT PAVEMENT AS REQUIRED.

REMOVE EXISTING CONCRETE WALK, STAIRS AND

REQUIRD. IF TRANSIT PIPE REFER TO NOTES ON C500.

REMOVE EXISTING SUPPLY AND RETURN LINES AS

LINES BY FILLING WITH GROUT.

ABANDON IN PLACE EXISTING SUPPLY AND RETURN

OF LAY DOWN AREA.

AFTER COMPLETION OF PROJECT AND REMOVAL

REMOVE EXISTING CONCRETE SIDEWALK. REPLACE

1A REMOVE EXISTING CONCRETE SIDEWALK.

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

CW

C W

C W

C W

C W

C W

CW

C W

S T

M

S T

M

STM

STM

STM STM STM STM

STM

STM STM

S T

M

STM

S T

M

S T

M

STM

S T

M

STM

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STM

STM STM

S T

M

STM

C W

C W

C W

C W

C W

C W

C W

N

GRAPHIC SCALE

0 20 40

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

K Z F

.0

F

U L L S

IZ

E P

R

IN

T

X

Inv 18" RCP(NE)= 827.98

Inv 12" RCP(E)= 831.47

Top=834.72

CBS

reserved park.

Sign Private reserved park.

Sign Private (4)

C P

15" CPP15" CPP

STMH

F.F.=837.36

Building

CONC WALK

C O

L K

C O

LK

CONC WALK

C O

L K

F.F.=840.88

Building 262

"T" Road

20" Return Piping

Piping

20" Supply

Conc. Walk

CONC WALK

Drive

Dock

Dock Drive Grass

Grass

S a c r a m e n

C300

SITE PLAN

FENCE

CONSTRUCTION

LAY DOWN AREA

CONC WALK

MOW STRIP

MOW STRIP

CONSTRUCTION FENCE

NEW CURB & GUTTER

BE PROTECTED

EX. TREES TO

WALK

REPLACE CONC.

WALK

REPLACE CONC.

TO THE FOLLOWING NOTES

CONSTRUCTION INCLUDES, BUT IS NOT LIMITED

CONSTRUCTION NOTES:

REPLACE CONCRETE SIDEWALKS. MATCH EXISTING WIDTH.

CONNECTIONS ARE COMPLETE.

RESTORE ASPHALT PAVING AFTER COOLING LINE

AND GRADING WORK IS COMPLETE.

REPLACE CONCRETE PAD AFTER STORM SEWER

WALK

CONCRETE

GENERAL NOTES:

REQUIRED WITH BASE SECURITY FORCES.

REMOVAL & REPLACEMENT OF CONC. BARRIERS IF

CONTRACTOR SHALL COORDINATE THE TEMPORARY

MAINTAINED AT ALL TIMES.

ACCESS TO DOCK AT BUILDING 262 SHALL BE

PAVEMENT

RESTORE ASPHALT

.0

6.82'

OF CONSTRUCTION

RESTORE AREA TO LAWN CONDITION AT COMPLETION

5 4" WHITE PAINT STRIPE

9.00'1 .0

6 REPLACE CURB, MATCH EXISTING

7 REPLACE STAIARS MATCH EXISTING

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

S T

M

S T

M

STM

STM

STM STM STM STM

STM

STM STM

S T

M

STM

S T

M

S T

M

STM

S T

M

STM

STM STM STM

STM

STM STM

S T

M

STM

C W

C W

C W

C W

C W

C W

C W

N

GRAPHIC SCALE

0 20 40

INLET PROTECTION

CONSTRUCTION FENCE

PROPOSED GRADE

DRAINAGE FLOW PATTERN

SILT FENCE

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

K Z F

.0

F

U L L S

IZ

E P

R

IN

T

X

Inv 18" RCP(NE)= 827.98

Inv 12" RCP(E)= 831.47

Top=834.72

CBS

reserved park.

Sign Private reserved park.

Sign Private (4)

C P

STMH

F.F.=837.36

Building

CONC WALK

C O

L K

C O

LK

CONC WALK

C O

L K

835835

F.F.=840.88

Building 262

"T" Road

20" Return Piping

Piping

20" Supply

Conc. Walk

CONC WALK

Drive

Dock

Dock Drive Grass

Grass

S a c r a m e n

C400

GRADING PLAN

835.75

835.75

836.00 836.00 836.00

836.00

835.75 835.75

835.75 835.75

833.50

835.75

836.21 835.81 835.65 835.45 834.95

834.55

835.06

835.48835.36835.25

IP

CONSTRUCTION LEGEND

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

836.00

SF

SF

SF834.86834.75 834.98

MATCH EX.

834.56

BLDG FIN FLR 836.33

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

CW

C W

C W

C W

C W

C W

CW

C W

S T

M

S T

M

STM

STM

STM STM STM STM

STM STM

S T

M

S T

M

STM

S T

M

STM

STM STM STM

STM

S T

M

STM

C W

C W

C W

C W

C W

C W

C W

N

GRAPHIC SCALE

0 20 40

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

K Z F

.0

F

U L L S

IZ

E P

R

IN

T

X

Inv 18" RCP(NE)= 827.98

Inv 12" RCP(E)= 831.47

Top=834.72

CBS

12" Tree

12" Tree

12" Tree

12" Tree

2" Tree

14" Evergreen

10" Evergreen

8' Chain Link

Fence

Top=834.54 reserved park.

Sign Private reserved park.

Sign Private (4)

C P

STMH

F.F.=837.36

Building

CONC WALK

C O

L K

C O

LK

CONC WALK

C O

L K

F.F.=840.88

Building 262

Existing Cooling Tower

"T" Road

20" Return Piping

Piping

20" Supply

Conc. Walk

CONC WALK

Drive

Dock

Dock Drive Grass

Grass

S a c r a m e n

822.85 PLAN

Inv LOCKED

Top=834.62

SSMH

Inv 821.50 PLAN

Top=835.28 PLAN

SSMH

C500

UTILITY PLAN

WATER RETURN(UG)

20" CONDENSER

WATER SUPPLY(UG)

20" CONDENSER

12" INV.=831.00'

TOP=833.50'

STM INLET

4" UNDER DRAIN

4" UNDER DRAIN

TO THE FOLLOWING NOTES

CONSTRUCTION INCLUDES, BUT IS NOT LIMITED

CONSTRUCTION NOTES:

GENERAL NOTES:

PROVIDE 6" SANITARY LATERAL MIN. SLOPE 0.80%

BUILDING.

PROVIDE 2" WATER SERVICE LATERAL TO NEW CHEMICAL

7 RESTORE UTILITY TRENCH AS PER DETAIL.

6" SAN. LATERAL

2" WATER SERVICE

@ 0.34%

56'~15" STM

INV. 12"= 829.33

INV. 15"= 829.33

TOP=835.50

STM MH-2

INV. 15"= 829.52

TOP=835.50

STM MH-3

@ 0.33%

36'~15" STM

@ 0.32%

25'~15" STM

INV. 15"= 829.21

TOP=835.50

STM MH-1

INV. 15"= 829.13

TOP=834.63

STM MH-EX.

ELECTRICAL CONDUITS ARE INSTALLED.

RESTORE ASPHALT PAVING PER DETAIL AFTER

ARE INSTALLED.

RESTORE LAWN AFTER ELECTRICAL CONDUITS

MAIN. INV 822.51 VERIFY

CONNECT 6" SANITARY LATERAL TO EXISTING SANITARY

INV 6" 826.00 VERIFY

18" CLEARANCE. ASSUMED STEAM BOTTOM 828.00

COORDINATE UTILITY ELEVATION AT STEAM LINES. PROVIDE

18" CLEARANCE. ASSUMED STEAM BOTTOM 828.00

COORDINATE UTILITY ELEVATION AT STEAM LINES. PROVIDE

PROVIDE CONSTANT SLOPE TO STEAM LINE CROSSING

6" CLEAN OUT INV 632.15

REFER TO M101 FOR EXACT LOCATION

4"DRAIN INV @ SLAB 632.15 MIN SLOPE 1.0%

@ 2.70%

37'~12" STM

INV. 12"= 830.00

INV. 15"= 829.60

OPEN GRATE=835.50

STM MH-4

@ 0.36%

22'~15" STM

1-1" WATER LEVEL PROBE CONDUIT (SEE SHEET ES01).

3-1" HVAC CONTROL CONDUITS &

2-3" ELECTRICAL CONDUITS CONCRETE ENCASED

PIPE AND UTILITY CROSSINGS ELEVATIONS.

WATER PIPING, VERIFY ELEVATIONS OF EXISTING CW

PRIOR TO START OF CONSTRUCTION OF CONDENSER

21 BUILDING FINISH FLOOR 836.33

22 30" CASING PIPE FROM ASBUILT DRAWINGS

CONDUITS AND COOLING LINES ARE INSTALLED.

RESTORE CONCRETE WALK AFTER ELECTRICAL

FOR DETAILS.

BY FILLING WITH GROUT. REFER TO SHEET C510

EXISTING 20" PIPE TO BE ABANDONED IN PLACE

FOR DETAILS.

BY FILLING WITH GROUT. REFER TO SHEET C510

EXISTING 20" PIPE TO BE ABANDONED IN PLACE

AND CONNECTING TO THE EXISTING SYSTEM.

CONSTRUCTION FOR THE REMOVAL OF THE EXISTING PIPETHE

ABATEMENT PROGRAM FOR APPROVAL PRIOR TO THE START OF

IF PIPE MATERIAL IS TRANSITE PIPE, CONTRACTOR TO SUBMIT AN

PIPE MATERIAL.

TRANSITE PIPE NEAR BUILDING 262 TO VERIFY SUPPLY AND RETURN

CONTRACTOR SHALL EXCAVATE TO THE TOP OF THE EXISTING POSSIBLE

A PORTION OF THE PIPE IS IN A 30" STEEL CASING PIPE.

CONSTRUCTION PLANS INDICATE A COVER DEPTH OF 7' AND

ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.

CONTRACTOR SHALL EXCAVATE AND VERIFY ELEVATIONS OF

PROVIDE SLOPE TO BUILDING 262.

IS 828.80. (SEE M101 FOR CONNECTION TO TOWER)

AS PER MECHANICAL SPECIFICATIONS. BEGIN ELEVATION

PROVIDE 20" DIA. PVC SCH. 40 PIPE WITH THRUST BLOCKS

TOWER) PROVIDE SLOPE TO BUILDING 262.

ELVATION IS 826.4 (SEE M101 FOR CONNECTION TO

BLOCKS AS PER MECHANICAL SPECIFICATIONS. BEGIN

PROVIDE 20" DIA. PVC SCH. 40 PIPE WITH THRUST

PROVIDE SLOPE TO BUILDING 262.

BULDING 262 ELEVATION 826.42 (VERIFY).

THRUST BLOCKS AS PER MECHANICAL SPECIFICATIONS.

PROVIDE CWS 20" DIA. PVC SCH. 40 PIPE WITH23

PROVIDE SLOPE TO BUILDING 262.

BULDING 262 ELEVATION 826.42 (VERIFY).

THRUST BLOCKS AS PER MECHANICAL SPECIFICATIONS.

PROVIDE CWR 20" DIA. PVC SCH. 40 PIPE WITH24

REFER TO SHEET C510 FOR DETAILS THIS AREA.

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

CW

CW

CW

CW CW CW

CW CW CW

N

GRAPHIC SCALE

0 10 20

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

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E le c t

M H

E v e r g r e e n r e s e r v e d p a r k

S ig n r iv a t e

R e t u ip in g

P ip in g

S u p p ly n c

W a lk

D o c k

D iv e

G r a s s

F .H y d

R e t u ip in g

C510

.8

.5

.9

.0

.0

.6

.8

.7

1211109

UTILITY PLAN & PROFILE

1190° BEND STA. 10+00.00

ASPHALT

TO THE FOLLOWING NOTES

CONSTRUCTION INCLUDES, BUT IS NOT LIMITED

CONSTRUCTION NOTES:

PROFILE

1"=5' VERT

SCALE 1"-10' HORZ

NEW 20" RETURN LINE (SUPPLY LINE SIMILAR)

.2

.0

PROTECT/SUPPORT EXISTING FIBER OPTICS DURING EXCAVATION.

PROTECT/SUPPORT EXISTING WATER MAIN DURING EXCAVATION.

ARE ASSUMED ELEVATIONS.

PRIOR TO EXCAVATION FOR PIPE REPLACEMENT. DEPTHS SHOWN

UNDERPIN CANOPY COLUMN, DOCK WALL AND AREA WELL

PROTECT/SUPPORT NEW 4" UNDER DRAIN DURING EXCAVATION

PROTECT/SUPPORT NEW 12" STORM LINE DURING EXCAVATION.

PROTECT/SUPPORT EXISTING 15" STORM LINE DURING EXCAVATION.

PROTECT/SUPPORT EXISTING ELECTRIC TELECOMWATER LINES DURING EXCAVATION.

VERIFY EXISTING ELECTRIC & TELECOM LINE PRIOR TO START OF CONSTRUCTION.

NEW 20" SUPPLY LINE

NEW 20" RETURN LINE 45° BEND STA. 11+14.94

1-1" WATER LEVEL PROBE CONDUIT (SEE SHEET ES01).

3-1" HVAC CONTROL CONDUITS &

2-3" ELECTRICAL CONDUITS CONCRETE ENCASED

AREA WELL

CONC STAIRS

45° BEND STA. 11+47.29

CONC WALK

CURB

EXIST 20" RETURN LINE

EXIST 20" SUPPLY LINE

EXIST DOCK WALL

AREA WELL

EXIST DOCK

BLDG STA. 11+68.66

NEW 2" WATER SERVICE

NEW 4" UNDERDRAIN

NEW 12" STORM LINE

6 5

EXIST ELEC & TELE COM LINES

EXIST FIBER OPTIC LINE

EXIST WATER MAIN

EXIST GRADE

AREA WELL

& FOUNDATION

DOCK CANOPY COLUMN

DOCK WALL

DOCK BLDG WALL

EXIST 15" STORM LINE

FOR DETAIL INSIDE BLDG SHEET M401

REFER TO MECHANICAL DRAWINGS

BASEMENT FLOOR 825.67

INV 826.42

20" RETURN AND SUPLLY

FIRST FLOOR 840.88

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

1'-6"

1":1'

THE PROJECT IS LOCATED MAY BE SUBSTITUTED.

STANDARD CURB SHAPE OF THE STATE IN WHICH

NOTE:

FINISHED GRADE

2" RADIUS (SEE NOTE)

IS MAINTAINED.

A MINIMUM THICKNESS OF 7"

SUBSURFACE COURSES PROVIDED

PARALLEL TO THE SLOPE OF

GUTTER MAY BE CONSTRUCTED

THE BOTTOM OF THE CURB AND

SUBGRADE

COMPACTED

1'-6"6"

4"

PAVEMENT

CURB

S A

W C

U T

DROPPED CURB DETAIL

PAVEMENT

EXISTING

PROPOSED GRADE

SLOPE TO CB

4" UNDER DRAIN

8"

6" MIN.

METAL EDGING

LANDSCAPE FABRIC

M

IN

3" WASHED GRAVEL

CURB

NOT TO SCALE

8"-ITEM 304 (ODOT) AGGREGATE BASE

ITEM 204 (ODOT) SUBGRADE COMPACTION

LAYDOWN AREA DETAIL

TOPSOIL

O.D. + 8" MIN

SEED OR SOD

PAVED AREA

SAW CUT AND SEAL EXISTING

6"

MATERIAL (12" LAYERS)

COMPACTED EXCAVATED

(8" MAX LAYERS) OR

STRUCTURAL BACKFILL

COMPLETE COMPACTED

M43 100% CRUSHED STONE)

(COMPACTED AASHTO

PIPE BEDDING

O.D. +16" (MAX)

TRENCH WIDTH

6"

I

E

6"

4" MIN

V A

R I A

B L

E

PIPE BEDDING & TRENCH

NOT TO SCALE

PIPE BEDDING MATERIALS

DIAMETER

M43 SIZE

AASHTO

GREATER THAN 30"

15"-30"

LESS THAN 15"

NO.57

NO.67

NO.8

R/W

OUTSIDE

R/W

INSIDE

COURSE ON 10" AGGREGATE BASE.

4. ALL SURFACE RESTORATION SHALL BE 2-2" COURSES OF ASPHALT SURFACE

SHALL BE CLEANED AF ALL DIRT, MUD AND DEBRIS.

3. DURING CONSTRUCTION AND UPON COMPLETION OF THE WORK THE AREA

INSURE AGAINST SETTLEMENT.

2. ALL BACKFILL MATERIAL SHALL BE COMPACTED IN UNIFORM LAYERS TO

WITH THE CONTRUCTION DRAWINGS.

DEVICES AND THE MAINTENANCE OF TRAFFIC PLAN SHALL BE IN ACCORDANCE

1. TRAFFICE SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL

NOTE:

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

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MOW STRIP DETAIL

CURB AND GUTTER

C600

DETAILS

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

S T

A T

E OF O

H

IO

P R

O F

E

S S

IONAL

E N

G I N

E E

R

R

E

GISTERE

D

E51255

BATTAGLIA

23 JUN 15

GRATE

B

C

AB

SECTION A-A SECTION B-B

AA A

B

B B

CCC

B A

CONST. JOINT

PERMISSIBLE

A

PLANSECTION C-C

FLOWLINE

NOTES

ROUNDED ‚" RADII

ALL GRATE EDGES TO BE

GRATE

FLOWLINE

GRATE

CONST. JOINT

PERMISSIBLE

V A

R

IA

B L

P T

H

M A

X

2'-0"8" 8" 8" 2'-0"

2'-3•"

8"

8"

2'-0"

8"

BOTTOM SHAPED TO DRAIN

PLACED ON TOP OF IT WITH THE

SEPARATELY AND THE OUTLET PIPE

BOTTOM SLAB MAY BE PRECAST

" 2

1" 2"

1"

‚"2'-3•"2'-3•"‚" ‚"

1"

2‚"2‚"

8" 8"

WITH GROUT.

FIELD CUT. THE INTERSTITIAL SPACE SHALL BE FILLED

PIPE BEING SUPPLIED PLUS 2" WHEN FABRICATED OR

OPENINGS: PIPE OPENINGS SHALL BE THE O.D. OF THE

ARE AT THE TOP CENTER OF THE GRATE.

LOCATION AND ELEVATION: LOCATION AND ELEVATION

SHALL NOT BE USED TO ADJUST THE TOP ELEVATION.

ELEVATION SPECIFIED IN THE PLANS. LAYERS OF BRICK

BE PLACED ON THE BASE TO PROVIDE THE GRATE

SHALL BE SET DEEP ENOUGH SO THAT THE TOP CAN

PRECAST BASE: IF A PRECAST BASE IS USED, IT

SECTION 03307A.

MEET THE REQUIREMENTS OF SPECIFICATION

CONCRETE: CAST-IN PLACE CONCRETE SHALL

WITHOUT DAMAGE.

SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING

A MINIMUM THICKNESS OF 6" AND BE REINFORCED

THICKNESS OF 8". PRECAST WALLS SHALL HAVE

WALLS: CAST-IN-PLACE WALLS HAVE A NOMINAL

NO. 5110 TYPE M3 OR APPROVED EQUALS.

GRATE: NEENAH NO. R-4859-C OR EAST JORDAN

CONCRETE JOINT

CONCRETE JOINT

CONCRETE JOINT

CONCRETE JOINT

3.00'

.2

7.30'

.8

4.50'

.0

14.10'12.00'12.00' 12.00'12.00'

.2

12.00'

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

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C601

DETAILS

IRON GRATE

WOVEN MONOFILAMENT

IRON GRATE

DANDY BAG

TM

MAINTENANCE:

IP

TM

DANDY BAG

TM

FEDERAL GUIDELINES

30 SIEVE SIZE MEETS

UNIT WITH GRATE

MOVEMENT OF

ALLOW EASY

LIFTING STRAPS

needed.

inside envelope as fine material from point shovel. Remove broom or square needed with stiff surface of unit as sediment from

Remove dried

CATCH BASIN:

TO INSPECT

unit.

basin and replace inspect catch grate inside, Remove unit with

AND CURB APPEAL.

WITH INLET FOR SAFTY

DANDY BAG LAYS FLUSH

OF STORM SEWER AND PRIOR TO PAVING OPERATIONS.

TO BE USED ON ALL STRUCTURES AFTER INSTALLATION

NOT TO SCALE

INLET SEDIMENT FILTER

DANDY BAG DROP

CB (APPROVED FOR USE IN GRASS AREAS ONLY)

CONCRETE SIDEWALK DETAIL

SECTION A-A

PLAN VIEW

A

A

AROUND ALL EXPOSED SURFACES.

3. PROVIDE A MINIMUM OF 2" EDGING

500, CAST-IN-PLACE CONCRETE.

2. CONCRETE SHALL CONFORM TO ITEM

EXPOSED SURFACES.

1. PROVIDE BROOM FINISH TO ALL

NOTES:

REQUIRED

DOWN AS

SLOPE UP OR

CLASS "A" CONCRETE

5'-0"

40'-0"

CURB

VARIABLE

B/W

SLOPE=1/4" PER 1'-0"

1" JOINTER CUTS

EXPANSION JOINT

PREMOLDED EXPANSION JOINT

PREMOLDED

AGGREGATE BASE

VARIABLE

1'-0" 4'-0" OR 5'-0"

SECTION C-C

7"

6'-0"

7"

5"4'-0"5"

V A

R I

STANDARD MANHOLE DETAIL

INCLUDING MORTAR JOINT

COLLAR LIMITED TO 3"

PRECASTING ADJUSTING

STEPS (#3 STEEL ROD)

PLASTIC COATED MANHOLE

O-RING GASKET

P.V.C. OR A.B.S. PIPE

TO BE USED WITH

RUBBER WATER STOPS

OF EXCAVATION

EXTEND TO LIMITS

CONCRETE CRADLE TO

AT 8" C/C EACH WAY

REINFORCE WITH #4 BARS

M F

G 'S

T

A N

D A

R D

(O P

E N I

O

B

EITHER ROUND OR SQUARE

BOTTOM OF SLAB MAY BE

CONCRETE CRADLE

JOINT AT THE END OF

CONCRETE CRADLE

STEPS TO BE ALIGNED

NEENAH R-1762 OR EQUAL

MANHOLE FRAME AND COVER

MORTAR BED

FULL PORTLAND CEMENT

SET FRAME CASTING IN

BE IN 6" LIFTS FROM UNDISTURBED SOIL.

OF STANDARD PROCTOR COMPACTION TO

SOIL OR FILL MATERIAL COMPACTED TO 90%

FOUNDATION TO BE ON UNDISTURBED

OF 6" BED OF #9 CRUSHED STONE.

M.H. TO BE SET ON FOUNDATION

NOTE:

RINGS

PRECAST CONCRETE

WITH INTERIOR WALL

PIPE CUT FLUSH

BED OF #9 CRUSHED STONE

CONCRETE CRADLE ON 6"

FLO

W 4"

1. SET THE STAKES

4"

FLO

W

2. EXCAVATE A 4" X 4" TRENCH UPSLOPE

ALONG THE LINE OF STAKES.

FLO

W

3. STAPLE FILTER MATERIAL TO STAKES

AND EXTEND IT ITO THE TRENCH.

FLO

W

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

CONSTRUCTION OF A

FILTER BARRIER (SILT FENCE)

SF

CONCRETE JOINT PLAN

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

CORRECTED FINAL

23 JUN 15

S101

S101

"A" "A" "A" "A""B"

"A" "A" "A" "A""B"

S101

A

S101

A

S101

APPROVED EQUAL

BY VULCRAFT OR

(18 GA.) ROOF DECK

GALVANIZED 3N18

SPAN DIRECTION OF

B

S102

SCALE: „" = 1'-0"

COOLING TOWER SUPPORT LAYOUT FOUNDATION & FRAMING PLAN

HS

S1

2X1

2XŠ

(T

YP.

ON SITE DRAWINGS

DETERMINED BASED

LOCATIONS TO BE

S102

2.5

S102

2.6

W. PETERSONS. MITCHELL

S T

A

TE OFO

H

Ol

P R

O

FESSONAL ENG

N

E E R

R

EGSTE

ER

D

DAVID

M.

SCHIERLOH

E-50243

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

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NOTE:

NOTE:NOTE:

S100

STRUCTURAL DETAILS

Ž

Ž

4'-0„"12'-0"14'-1•"11'-11•"11'-11•"4'-6"11'-11•"11'-11•"8'-4„"

90'-9Ž"

20'-0" MAX.

3'-6"6" 6"

TO EXCEED 20'-0"

COLUMN SPACING NOT

(SIM.)

BEAM X 26'-0" LONG (TYP.)

W6X25 GALVANIZED

(TYP. 12 LOCATIONS)

1'-6" SQ. CONC. PIERS

STEEL BEAMS SHALL BE FRAMED FLUSH & LEVEL

THE TOP SURFACE OF THE SUPPORTING

(TYP.)

ANY CONFLICTS AT FOOTINGS

MECHANICAL & TOWER MANUFACTURER FOR

COORDINATE AS-NEEDED BETWEEN STRUCTURAL,

BUILDING

CHEMICAL

HAND)

(OPP.

W6X25 GALVANIZED BEAM

(BY OTHERS)

FIBERGLASS GRATING

@ 1'-6" O.C. E.W.

SLAB-ON-GRADE W/#4 BARS

6" REINFORCED CONCRETE

SCREEN WALL (TYP.)

OUTSIDE FACE OF

(BY OTHERS)

DOOR FRAMING

ATTACHMENT (BY OTHERS) (TYP.)

GALVANIZED C5X6.7 FOR RAILING

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

CORRECTED FINAL

23 JUN 15

NOT TO SCALE

SLEEVE DETAIL

A

NOT TO SCALE

DETAIL

S100 NOT TO SCALE

EMBEDDED PLATE DETAIL

NOT TO SCALE

SECTION

S100

ELEV. 97'-6"

TOP/FTG.

2.1

NOT TO SCALE

SECTION

S100

ELEV. 97'-6"

TOP/FTG.

2.2

NOT TO SCALE

SECTION

S100

S101

NOT TO SCALE

SECTION

S100

NOT TO SCALE

SECTION

S101

ELEV. 100'-0"

TOP/SLAB

ELEV. 100'-0"

TOP/SLAB

ELEV. VARIES

TOP/SLAB

NOT TO SCALE

TYP. W6X25 BEAM DETAILS

T/PIER

ELEV. VARIES

TOP/SLAB

@ 115'-0"

T/SCREEN

@ 114'-0"

T/COLUMN

FIN. FLOOR ELEV. VARIES

103'-6"

2'-0"

" 2'-0"

S. MITCHELL W. PETERSON

S T

A

TE OFO

H

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P R

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FESSONAL ENG

N

E E R

R

EGSTE

ER

D

DAVID

M.

SCHIERLOH

E-50243

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

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NOTE:

PLAN

NOTE:

NOTE:

S101

STRUCTURAL DETAILS

1'-1"

10"

1'-1"

1•" 1•"

6•" 6•"

TYP

TYP

S P

A C

IN

B

T W

E

IR

T S

M A

X

2'-6"

2'-0"

8" 8" 8"

C L

R

2'-0"

8" 8" 8"

C L

R

C L

R

1'-6"

3" CLR.

M

IN

11'-8ƒ"1'-0•" 11'-8ƒ" 1'-0•"

6"6" 6" 6"

5•"

6"

2ƒ"2ƒ"

6"

W6X25 X 26'-0"

E N

G R

F

IL

L

M

IN

(TYP.)

3" CLR.

IE

O .C

O .C

M A

X

1'-3" 1'-3"

‰ 6EMBEDED ¾

BEAM TO

C L

R

C L

R

D

M

IN

V A

R

¾•X13X1'-1"

(TYP. 4 SIDES)

¾ …X12†X6'-0"

BAR ANCHOR

A496 DEFORMED

•"¿X2'-0"

½ PIER

BEAM

BEAM

CHANNEL

¾ (TYP.)

STIFFENER

FLANGES

COPE

SHOWN FOR CLARITY

PIER & GRATING NOT

•"¿X6" STUDS

¾…X13X1'-1"

GALVANIZED

½ Œ"¿ HOLES

ALONG PERIMETER)

HSS8X6X‰ (TYP.

(SUPPLIED BY MANUF.)

ALUM. VERTICAL SUPPORTS

@ COLUMN LOCATIONS)

HSS12X12XŠ (TYP.

ALONG PERIMETER)

HSS8X6X‰ (TYP.

CENTERED ON FOOTING

HSS12X12XŠ

WALL

SCREEN

FINISH GRADE

CONCRETE SLAB

(T Y

P

(SEE PLAN)

INTERIOR CONCRETE SLAB

2-#5 CONT. TOP & BOTTOM

BOND BREAKER

AT PERIMETER WALL FOR

TURN UP VAPOR BARRIER

W/ 32" MIN. LAP

IN GROUTED CELL

W/ #5 @ 1'-4" O.C.

8" SPLIT-FACE CMU

(T Y

P

(SEE PLAN)

INTERIOR CONCRETE SLAB

2-#5 CONT. TOP & BOTTOM

BOND BREAKER

AT PERIMETER WALL FOR

TURN UP VAPOR BARRIER CMU (BEYOND)

8" SPLIT-FACE

#4 BENT BAR @ 1'-4" O.C. #4 BENT BAR @ 1'-4" O.C.

REINFORCING STEEL

½ FTG. & PIER

IN PIER

EA. VERTICAL BAR

#5 BENT BAR @

2'-0"

1'-6" SQ. PIER (TYP.)

#4 TIES @ 1'-0" O.C.

(TYP.)

W/ 32" MIN. LAP

#5 VERTICAL BARS

CONCRETE FROM ENTERING SLEEVE

TIME OF CASTING TO PREVENT

SEAL OFF TOP OF SLEEVE @

EXTERIOR SLAB

FIN. SLAB ELEV.

MATERIAL

•" THICK COMPRESSIBLE

BURIED 14'-8" DEEP

FOOTING, 2'-6" DIA.,

CIRCULAR COLUMN

½ BEAM

EACH SIDE OF WEB

½ OF ‚" STIFFENER PLATE

½ OF ‚" STIFFENER PLATE EACH SIDE OF WEB

4.6 ANCHOR BOLTS (TYP. U.N.O.)

ASTM A307 OR M20 GRADE

½ OF HOLES FOR ƒ"¿

EXTERIOR SLAB

FULL HEIGHT OF PIER

7-#6 SPACED EVENLY,

ADDITIONAL #4 TIE

BEAM

PLATE CENTERED ON PIER

EMBEDDED GALVANIZED

STIFFENER ¾ (TYP.)

12-#5 VERTICAL BARS

#4 TIES

6" CONC. SLAB

TOUCH UP WELDS W/ ZINC RICH PAINT

8"

FOUNDATION WALLFOUNDATION WALL

8"

#4 BENT BAR @ 1'-6" O.C. E.W. #4 BENT BAR @ 1'-6" O.C. E.W.

‚" CAP PLATE

CENTERED IN FOOTING

COLUMN SLEEVE

½ FOOTING & COLUMN

NEEDED

WINDOW AS

W/ 2" DRAINAGE

CONCRETE CURB

1'-9" X 6"

CONTINUOUS

C I

V

IL

ENGIN

E E R

USAF

OF

DESIGN CHIEF

DATE

TEL 513 621 6211

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

SEAL

* * * SUPPORT VALUE ENGINEERING - IT PAYS * * *

* * * SAFETY PAYS * * *

CHECKED P. BATTAGLIADRAWN K. ELLIOTTDESIGNED J. BENEDICT

CORRECTED FINAL

23 JUN 15

NOT TO SCALE

SECTION

S202

2.3

S T

N

S

H

S

X

X

S T

N

S

S

X

X

S T

N

S

S

X

X

S T

N

S

S

X

X

ELEV. 100'-0"

TOP/SLAB

2'-0"

2'-0"

NOT TO SCALE

SECTION

S102

2.4

S102

2.3

S102

2.3

S102

2.3

S102

2.4

S101

2.1

S101

2.1

S101

2.2

S101

2.1

B

NOT TO SCALE

DETAIL

S100

S102

C

OF TRENCH W/ EPOXY

COAT WALLS AND BASE

CONCRETE PAD

REINFORCED

7'-0" X 7'-0"

REINFORCING @ PAD

E.W. TOP & BOTTOM, TYP.

#5 BARS @ 1'-6" O.C.

NOT TO SCALE

SECTION

S102

C

W/ ZINC RICH PAINT

TOUCH UP WELDS

W/ ZINC RICH PAINT

TOUCH UP WELDS

NOT TO SCALE

SECTION

S100

2.6

NOT TO SCALE

SECTION

S100

2.5

JAMB REINFORCEMENT DETAIL CORNER DETAIL

SCALE: NOT TO SCALE

MASONRY DETAILS

JAMB REINFORCEMENT DETAIL

C.M.U. LINTEL

SCALE: NOT TO SCALE

LINTEL DETAIL

C.M.U. LINTEL

S T

A

TE OFO

H

Ol

P R

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FESSONAL ENG

N

E E R

R

EGSTE

ER

D

DAVID

M.

SCHIERLOH

E-50243

CONTRACT: FA8601-12-D-0005

REPL COOLING TOWER F10262 F10266

PROJECT - ZHTV040019

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NOTE:

NOTE:

NOTE:

LINTEL NOTES:

S102

STRUCTURAL DETAILS

S. MITCHELL W. PETERSON

GUIDELINES FOR MIXING/INSTALLATION.

ARE TO BE WATER-TIGHT. USE MFR.S

LOCATIONS WHERE CONCRETE SURFACES

PROVIDE XYPEX ADMIXTURE C-500 IN ALL

NOTE:

1'-10…"7'-0"1'-10…"

12'-0"

1'-6"4'-0"1'-6"

4'-2"

2" 2"

1'-0"

8"2" 2"

6"6"

TYP ‰ 3

6" O.C.

6" O.C.

MASONRY OPENINGJAMB WIDTH MASONRY OPENINGJAMB WIDTH

SEE NOTE 2

MASONRY OPENING WIDTH

SEE NOTE 2

(BY OTHERS)

1" FIBERGLASS GRATING

@ 1'-6" O.C. MAX.

MIN. 3•" EMBEDMENT

•"¿ ANCHOR RODS WITH

HIT-HY 200 + HAS-R 316

ALONG TRENCH @ WALL

STN/STL L4X2X…", CONT.

2'-0" O.C. (TYP.)

W/•"¿X4" STUD @

STN/STL L2X1‚X‚"

(BY OTHERS)

1" FIBERGLASS GRATING

STN/STL HSS4X4X‚"

7'-0X7'-0" RC PAD

MAX., TYP. @ PERIMETER

#4 BENT BAR @ 1'-6"

@ 1'-6" MAX.

#4 BENT BAR

O.C. E.W.

#4 BARS @ 1'-6"

O.C. E.W.

#4 BARS @ 1'-6"

L6X4

PAD)

2'-0" O.C. (TYP. AROUND

W/•"¿X4" STUD @

STN/STL L2X1‚X‚"

LIVE LOAD)

(MIN. RATING 60 PSF

(BY OTHERS)

FIBERGLASS GRATING

L6X4X…X1'-0"

STN/STL

STN/STL HSS4X4X‚"

STEEL DECK

3"-18 GA. GALV.

•"¿X5 STUDS @ 1'-6" O.C.

CONT. ¾ ‚X4" W/

W/2-#5 CONT.

BOND BEAM

BOND BEAM

EXTEND INTO

#5 @ 1'-4" O.C.

1'-4" 0.C.

REINFORCING @

HORIZONTAL JOINT

STEEL DECK

3"-18 GA. GALV.

•"¿X5 STUDS @ 1'-6" O.C.

CONT. ¾ ‚X4" W/

W/2-#5 CONT.

BOND BEAM

BOND BEAM

EXTEND INTO

#5 @ 1'-4" O.C.

1'-4" 0.C.

REINFORCING @

HORIZONTAL JOINT

GROUTED CELL

#5 CENTERED IN

UP TO 4'-0" IN WIDTH

FOR MASONRY OPENINGS

UP TO 9'-0" IN WIDTH

FOR MASONRY OPENINGS

MIN EMBEDMENT

ANCHOR RODS W/ 3•"

HIT-HY 200 + HAS •"¿

½ Œ"¿ HOLES FOR

CMU WALL

REINFORCING

W/ 2-#5 CONT.

8" DEEP LINTEL

UP TO 4'-0" IN WIDTH

FOR MASONRY OPENINGS

OPENING

MASONRY

TOP OF

8" OR 16" LINTEL

(TYP. @ ALL C.M.U. WALL OPENINGS)

REINFORCING

JAMB

JAMB

SPANS GREATER THAN 8'-0" U.N.O.

LINTELS SHALL HAVE A MINIMUM BEARING OF 8" FOR SPANS UP TO 8'-0" AND 1'-4" FOR 2.

OR PLUMBING OPENING IN A MASONRY WALL WITH A WIDTH EQUAL TO OR GREATER THAN 1'-0".

ARCHITECTURAL DRAWINGS. IN ADDITION, LINTELS ARE REQUIRED FOR ANY MECHANICAL, ELECTRICAL, LINTELS SHALL BE PROVIDED FOR ALL OPENINGS AS INDICATED ON THE STRUCTURAL AND1.

BOTTOM)

(2 TOP & 2

W/ 4-#5 CONT.

16" DEEP LINTEL

UP TO 9'-0" IN WIDTH

FOR MASONRY OPENINGS

CMU WALL

OPENING

MASONRY

TOP OF

AAD

AAV

ACM

AD

AF

AFF

AFG

AL

ALV

AP

AS

ATV

AV

AMPERE

AUTOMATIC AIR DAMPER

AUTOMATIC AIR VENT

AIR COMPRESSOR

AREA DRAIN

AIR FILTER

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ALUMINUM

ALARM VALVE

ACCESS PANEL

AIR SEPARATOR

ATMOSPHERIC VENT

AIR VENT

BDD

BFP

BHP

BOD

BOP

BOT

BTU

BTUH

BACKFLOW PREVENTER

BRAKE HORSEPOWER

BOTTOM OF DUCT

BOTTOM OF PIPE

BOTTOM

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

CA

CB

CF

CFH

CFM

CH

CHR

CHS

CI

CIP

CKV

CO

COMP

CR

CT

C

CWR

CWS

COMPRESSED AIR

CATCH BASIN

CHEMICAL FEED

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CHILLER

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CAST IRON

CAST IRON PIPE

CHECK VALVE

CLEANOUT

COMPRESSOR

CONDENSATE RETURN (STEAM)

COOLING TOWER

COPPER

COEFFICIENT, VALVE FLOW

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

DB ****

DB ****

DCW

DHW

DHWR

DHWS

DIA

DM

DN

DPI

DPS

DPT

DPR

DWG

DECIBEL

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER SUPPLY

DIAMETER

DAMPER MOTOR

DOWN

DIFFERENTIAL PRESSURE INDICATOR

DIFFERENTIAL PRESSURE SWITCH

DIFFERENTIAL PRESSURE TRANSMITTER

DAMPER

DRAWING

EA

EF

EFF

ESEW

ET

EWT

EXH

EXHAUST AIR

EXHAUST AIR FAN

EFFICIENCY

EMERGENCY SHOWER & EYE WASH

EXPANSION TANK

ENTERING WATER TEMPERATURE

EXHAUST

EXISTING

FE

FLEX

FLR

FPM

FPS

FS

FT

FAHRENHEIT TEMPERATURE

FLOOR DRAIN

FIRE EXTINGUISHER

FLEXIBLE CONNECTOR

FLOOR

FEET PER MINUTE

FEET PER SECOND

FLOW SWITCH

FEET

GA

GAL

GALV

GCO

GPM

GAUGE OR GAGE

GALLON

GALVANIZED

GRADE CLEANOUT

GALLONS PER MINUTE

HB

HP

HPC

HPS

HR

HTG

HX

HZ

HOSE BIBB

HORSEPOWER

HIGH PRESSURE CONDENSATE RETURN

HIGH PRESSURE STEAM SUPPLY

HOUR

HEATING

HEAT EXCHANGER

HERTZ

IA

ID

IE

IN

INV

INSTRUMENT COMPRESSED AIR

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INVERT

KW

KWH

KILOWATT

KILOWATT-HOUR

M

MAV

MAX

MBH

MECH

MIN

MR

MAIN CONTROL AIR SUPPLY

MANUAL AIR VENT

MAXIMUM

MECHANICAL

MINIMUM

MOP RECEPTOR

NO

NPSH

NTS

NORMALLY CLOSED

NORMALLY OPEN

NET POSITIVE SUCTION HEAD

NOT TO SCALE

OAWB

OD

OS&Y

OUTSIDE DIAMETER

OUTSIDE SCREW & YOKE

PH

PI

PRS

PRV

PSF

PSI

PSIA

PSIG

PRESSURE GAUGE

PHASE

PRESSURE INDICATOR

PRESSURE REDUCING STATION

PRESSURE REDUCING VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH - ABSOLUTE

POUNDS PER SQUARE INCH - GAUGE

SAN

SCH

SPRK

SQIN

SR

SV

SANITARY SEWER

SCHEDULE

SQUARE FOOT

STATIC PRESSURE

SPRINKLER

SQUARE INCHES

SUPPLY RISER

STAINLESS STEEL

SERVICE SINK

STORM SEWER

SAFETY VALVE

T

T&PV

TCP

TCV

TEMP

TK

TOD

TOP

TW

TYP

THERMOSTAT

TEMPERATURE & PRESSURE RELIEF VALVE

TEMPERATURE CONTROL PANEL

TEMPERATURE CONTROL VALVE

TEMPERATURE

TANK

TOP OF DUCT

TOP OF PIPE

TREATED WATER

TYPICAL

UG

UH

UNDERGROUND

UNIT HEATER

V ****

V ****

VCP

VEL

VTR

VENT

VOLT

VITRIFIED CLAY PIPE

VELOCITY

VENT THROUGH ROOF

BACK DRAFT DAMPER

DRY-BULB TEMPERATURE

F

FREEZEPROOF WALL HYDRANT

OUTSIDE AIR WET-BULB TEMPERATURE

RM

RPM

ROOM

REVOLUTIONS PER MINUTE

WET-BULB TEMPERATUREWB

STANDARD MECHANICAL ABBREVIATIONS

DRAWING NOTE HEX

GENERAL SYMBOLS

DETAIL OUTLINE

DETAIL OR SECTION BUBBLEA

M3

USE "LETTERS" FOR SECTIONS

USE "NUMBERS" FOR DETAILS

AHU-1 EQUIPMENT MARK NUMBER

SHEET NUMBER WHERE SECTION/DETAIL IS SHOWN

SANITARY WASTE STACK AND VENT NUMBER

COLD WATER

HOT WATER

HOT WATER RETURN

VENT PIPING

S1

FLOOR PENETRATION LINE (ISOMETRIC)

VENT THRU ROOF (ISOMETRIC)

PLUMBING SYMBOLS

WATER ISOMETRIC NUMBER

FLOOR DRAIN W/ TRAP

(ABV)

(ABV=TYPE; SEE ABBREVIATIONS)

FLOOR OR GRADE CLEANOUT

BALL VALVE

BUTTERFLY VALVE

GATE VALVE

GLOBE VALVE

RELIEF VALVE

45 DEGREE DROP

PIPE ELBOW DOWN

PIPE ELBOW UP

PRESSURE REDUCING VALVE

CHECK VALVE

CALIBRATED BALANCING VALVE

STRAINER

UNION

FLEXIBLE CONNECTION

O.S. & Y VALVE

PIPE TEE DOWN

PIPE TEE UP

BLOW-OFF STRAINER

ABBREVIATION OF PIPE CONTENTS

AUTOMATIC AIR VENT

PUMP

ABBREVIATION OF ITEM

ABBREVIATION OF ITEM

THERMOMETER

ABV

ABV.

PIPING SYMBOLS

AAV

MAV

MANUAL AIR VENT

PIPE CAP

PITCH OF PIPE (R = RISE; D = DROP)

IN DIRECTION OF FLOW

R

ABV.

HVAC DUCTWORK SYMBOLS

UNIT HEATER, HORIZONTAL THROW

ELECTRIC MOTOR, VALVE ACTUATOR

C

NC

NO

THREE-WAY CONTROL VALVE

(C=CLOSED; NC=NORMALLY CLOSED; NO=NORMALLY OPEN)

STANDARD MECHANICAL SYMBOLS

HVAC CONTROL SYMBOLS

PUMP

EXIST

ATP AUTOMATIC TRAP PRIMER

SS****

SS****

NOTES:

AND ABBREVIATIONS AND APPLIES TO THE SET OF

DRAWINGS TO THE EXTENT APPLICABLE.

B. **** INDICATES MULTIPLE ABBREVIATIONS. REFER

PRESSURE/TEMPERATURE PORT

PUMP SUCTION DIFFUSER

PSD

A. THIS LEGEND IS COMPOSED OF STANDARD SYMBOLS

ROOM THERMOSTAT

T

HOR HORIZONTAL

CHP CHILLED WATER PUMP

V

EAT ENTERING AIR TEMPERATURE

FCO FLOOR CLEANOUT

PRESSURE DROP OR DIFFERENTIAL

OAT OUTSIDE AIR TEMPERATURE

NC**** NOISE CRITERIA

NC****

N/A NOT APPLICABLE

P****

P****

P/T PRESSURE/TEMPERATURE

PRESS PRESSURE

MCA MINIMUM CIRCUIT AMPS

MUW

MAKEUP WATER

SAT SUPPLY AIR TEMPERATURE

SPL SOUND POWER LEVEL

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

SUCT SUCTION

TEMPERATURE DIFFERENCE

U U FACTOR

VERT

VOL VOLUME

VERTICAL

ONE THOUSAND BRITISH THERMAL

UNITS PER HOUR

H

O

WATER

TO THE DRAWINGS FOR EXACT MEANING.

RPBFP REDUCED PRESSURE BACK FLOW PREVENTER

PIPING

OR

OR

TWO-WAY CONTROL VALVE ( BUTTERFLY)

TWO-WAY CONTROL VALVE (GLOBE OR GATE)

CU

FD

FPWH

LINEAR FOOT

LEAVING WATER TEMPERATURE

LF

LWT

LOUVERL

LAT LEAVING AIR TEMPERATURE

PD

SF

SP

ST

TD

THERMAL WELL

EXISTING TO REMAIN

REMOVE (DEMOLITION DRAWINGS)

NEW WORK (NEW WORK DRAWINGS)

FLEXIBLE CONNECTOR

POINT OF NEW WORK CONNECTION

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO. DATE NO. REVISION BY

C

I

V

I

L

E N

G

I

N

E

E

R

US AF

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

CONTRACT: FA8601-12-D-0005PROJECT - ZHTV040019

WPAFB

WRIGHT-PATTERSON AIR FORCE BASE

23 JUN 15

88TH ABW

SEAL

K Z

F

CORRECTED FINAL

F U

Z

E

P

R I N

X

M

FD

FD

FD

FD

FD

CH-3

CH-2

CH-1

FD

FD

FD

FD

FD

FD

51x23 W/

INSULATION

51x23 W/

INSULATION

ELECTRICAL MAIN

DISTRIBUTION PANEL

(MDP)

ELECTRICAL MOTOR

CONTROL PANEL (MCC-2)

CHILLER 3

POWER PANEL

CHILLER 2

POWER PANEL

CHILLER 1

POWER PANEL

8" (BOP 10'-5"AFF)

8" (BOP 8'-8"AFF)

12"

12"

8"

8"

16" (BOP 10'-0"AFF)

12"

6"

6"

10" 10"

8" FROM BLDG 266

8" TO BLDG 266

TO BLDG 262 BASEMENT W.

FROM BLDG 262 BASEMENT W.

FD

(BOD 7'-8"

AFF)

(BOD 7'-8"

AFF)

8"

10"

12"

12"

03 16

04 16

04 16

04 16

DN

7'-10" BOP

CHR

VENTILATION

DUCT (TYP)

CONCRETE

PAD (TYP)

16" (BOP

8'-10"AFF)

12" (BOP 10'-0" AFF)

12" (BOP

10'-0" AFF)

8" (BOP

10'-2" AFF)

TO BLDG 262 BASEMENT E.

FROM BLDG 262 BASEMENT E.

8" (BOP 9'-1" AFF)

12" (BOP 10'-3" AFF)

12" (BOP 10'-3" AFF)

10"

20" (BOP 8'-3" AFF)

CONDENSER

WATER RETURN

20" (BOP 0'-8" AFF)

CONDENSER

WATER SUPPLY

10" CHS & CHR UP TO

1ST & 2ND FLOORS

OF BLDG 262

(BOP 10'-3" AFF)

UH

12" (BOP 8'-6" AFF)

EXISTING PIPING

BOP 9'-2"

CHR

CHS

UH

CHS

UTILITY SINK

FD

FD

CHR

REDLIGHT

WARNING SIGN

FLOOR

TRENCH

W/COVER

(TYP)

CHEMICAL

TANKS (TYP)

CONCRETE

PAD (TYP)

CONCRETE

PAD (TYP)

3"

3"

TO COOLING TOWERS

CHP-1

CHP-2

CHP-4

CHP-3

CWP-1

CWP-4

(STANDBY)

CWP-2

CWP-3

10" UP TO BLDG. 262

FIRST AND SECOND

FLOOR

CHR

CHS

CHS

CHR

CHS

CHR

CHS

CHS

CHR

CHR

CWR

CWS

CWS

CWR

CWS

CWR

ELECTRICAL MOTOR

CONTROL PANEL (MCC-1)

RUPTURE DISC

RELIEF PIPING

12"

12" (TYP)

8" (TYP)

DN

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO. DATE NO. REVISION BY

C

I

V

I

L

E N

G

I

N

E

E

R

US AF

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

CONTRACT: FA8601-12-D-0005PROJECT - ZHTV040019

WPAFB

WRIGHT-PATTERSON AIR FORCE BASE

23 JUN 15

88TH ABW

SEAL

K Z

CORRECTED FINAL

F U

Z

E

P

R I N

X

PARTIAL ENLARGED BASEMENT FLOOR PLAN

BUILDING 10262 CHILLER PLANT

01 CONDENSER WATER PUMP: B&G MODEL VSCS-F-9.5-BF-RHR,

1800 GPM, 60 FT. HEAD, 40 HP, 460 VOLT, 3 PHASE

02 CONDENSER WATER PUMP: B&G MODEL VSCS-F-11-BF-RHR,

3900 GPM, 77 FT. HEAD, 100 HP, 460 VOLT, 3 PHASE

03 CHILLED WATER PUMP: B&G MODEL VSC-11.25-BF-C-RHR,

1440 GPM, 125 FT. HEAD, 75 HP, 460 VOLT, 3 PHASE

04 CHILLED WATER PUMP: B&G MODEL VSC-12.75-BF-O-RHR,

3120 GPM, 150 FT. HEAD, 200 HP, 460 VOLT, 3 PHASE

05 CHILLER: YORK MODEL YKN43G4-CTL-YDHA-41DD, NOMINAL 596 TON

(R22 REFRIGERANT).

06 CHILLER: YORK MODEL YKQ4R3H2-DBC-YDHB-57DD, NOMINAL 1300 TON

(R22 REFRIGERANT).

07 AIR SEPARATOR WITH MAKE UP WATER CONNECTION

08 EXPANSION TANK

09 CHILLED WATER CHEMICAL SHOT FEEDER

10 EXHAUST FAN

11 CONDENSER WATER BLOW DOWN. DISCONNECT FROM CONDENSER WATER PIPING AND SAVE FOR

RECONNECTION TO NEW PIPING.

12 STRAINER, BUTTERFLY VALVE AND FLEX, IN VERTICAL SUPPLY WATER PIPE.

13 FLEX AND BUTTERFLY VALVE IN RETURN WATER PIPE WITH GAUGE & THERMOMETER.

14 BUTTERFLY VALVE FLEX AND SUCTION DIFFUSER IN PUMP SUCTION PIPE.

15 BUTTERFLY VALVE AND FLEX IN PUMP SUCTION VERTICAL PIPE.

16 FLEX AND TRIPLE DUTY VALVE IN PUMP DISCHARGE VERTICAL PIPE.

17 AIR COMPRESSOR

18 AIR DRYER

19 COMPRESSED AIR TANK

20 BUTTERFLY VALVE (NORMALLY CLOSED).

21 18" BYPASS PIPE WITH MOTOR OPERATED BUTTERFLY VALVE IN VERTICAL.

22 BALANCING VALVE.

23 3" WATER SUPPLY WITH 3" REDUCED PRESSURE BACK FLOW PREVENTER.

24 2" REDUCED PRESSURE BACK FLOW PREVENTER FOR CHILLED WATER MAKE UP.

25 CONDENSER WATER TREATMENT RACKED ON WALL AND FLOOR MOUNTED TANKS

AND FILL SYSTEM WITH 2" AND 3" REDUCED PRESSURE BACK FLOW PREVENTERS.

26 TRANE REFRIGERANT MONITOR PANEL MG MODEL WITH RED LIGHT.

27 LAKOS FILTERS TBX-0400-SRV, 400 GPM & 7.5 HP, 460V, 3 PH.

28 BUTTERFLY VALVE IN VERTICAL PIPE.

29 BUTTERFLY VALVE IN VERTICAL PIPE WITH GAUGE.

30 COMBO EMERGENCY EYEWASH / SHOWER.

31 3" WELDED PIPE DOWN TO RELIEF VALVES WITH FLEX CONNECTOR IN VERTICAL.

32 BUTTERFLY VALVE IN VERTICAL.

33 YORK RECYCLING / STORAGE TANK ON WHEELS.

34 LOCATED OUTSIDE ROOM IN CORRIDOR. BOTH DEVICES ARE TO REMAIN AND ARE PART OF

REFRIGERANT MONITORING SYSTEM.

EXISTING EQUIPMENT AND NEW WORK, ETC. INFORMATION

LIGHT LINE WORK IS EXISTING TO REMAIN

DARK DASHED LINE WORK IS DEMOLITION

LEGEND

COOLING TOWER BASIN

FILTER / SWEEPER SYSTEM

SUPPLY AND RETURN PIPING

EF-1

VFD'S FOR COOLING TOWER FANS - MOUNT ON WALL

WITH WALL BRACKETS. MAINTAIN NEC CLEARANCES

LOCKED INLET

CAP AND

CONNECTOR

COORDINATE EXACT MOUNTING HEIGHT

ABOVE GRADE WITH TANK HEIGHT

AND WATER TREATMENT COMPANY.

2" PVC ACID TANK FILL LINE

4" VTR -PROVIDE 180°

TERMINATION

ELECTRIC WATER HEATER -

MOUNT ON WALL WITH WALL BRACKET

CHEMICAL TANKS AND CHEMICALS (TYP). CONTACT

LOMBARDI WATER AND JOE KAUSLICK @ 1-937-603-6514.

COORDINATE LOCATION WITH LOMBARDI WATER .

TIE INTO TOP OF TANK

UH-1

UH-2

2"

BACKFLOW PREVENTER RPBFP-1

4"Ø PVC PIPING SLEEVES FOR

CHEMICAL PIPING - REFER TO

SCHEMATIC ON DRAWING M.501

L-1

MOUNT HIGH ON WALL

20" CONDENSER

WATER RETURN (UG)

REFER TO SITE UTILITY

PLAN FOR CONTINUATION

REFER TO SITE UTILITY

PLAN FOR CONTINUATION

2"

FPWH-1

HB-1

EMERGENCY EYE WASH & SHOWER

CT #4

SOLIDS

RECOVERY

VESSEL

ACID CHEMICAL TANK . CONTACT LOMBARDI

WATER AND JOE KAUSLICK @ 1-937-603-6514

2" DOMESTIC COLD WATER (UG)-

REFER TO SITE UTILITY

PLAN FOR CONTINUATION

6" DRAIN PIPING TO

SANITARY SEWER (UG)-

REFER TO SITE UTILITY

PLAN FOR CONTINUATION

CT #3

CT #2

CT #1

CO

ACCESS DOOR

PLATFORM (TYP)

SINGLE POINT ELECTRIC

CONNECTION TO CONTROL

PANEL (TYP)

PROVIDE RUBBER IN SHEAR PAD

BETWEEN TOWER SUPPORT BEAM

& BOTTOM OF TOWER. REFER

TO STRUCTURAL DRAWINGS

FOR SUPPORT INFORMATION

4" SWEEPER

PIPING INLET (TYP)

4" SWEEPER

PIPING OUTLET (TYP)

4" Ø DRAIN

UG (TYP)

12" Ø UG

(TYP)

16" Ø UG (TYP)

12" Ø

(TYP)

12" Ø

(TYP)

12" Ø (TYP)

STAIRS TO PLATFORM. STAIRS SHALL BE

CONSTRUCTED OF NON-CORROSIVE

MATERIAL WITH NON- SLIP STEPS AND SHALL

BE PROVIDED WITH 2 RUNG RAILINGS.

SWEEPER PIPING DISTRIBUTION

& NOZZLES, ETC. ARE LOCATED

IN TOWER BASIN (TYP)

CONCRETE SUPPORT PIER

(TYP). REFER TO STRUCTURAL

DRAWINGS FOR SUPPORT

INFORMATION.

LADDER WITH SPRING LOADED AUTOMATIC

CLOSING GATE AT TOP. MECHANICAL CONTRACTOR

TO FURNISH AND FIELD INSTALL AN ANSI Z359

COMPLIANT RIGID RAIL LADDER CLIMBING SYSTEM

IN LIEU OF A CAGE. FURNISH TWO COMPATIBLE

CARRIERS WITH EACH SYSTEM. (TYP)

SINGLE POINT CWR INLET

BOTTOM OUTLET (TYP)

EQUALIZER HEADER

PIPING BOTTOM

CONNECTION (TYP)

SINGLE POINT CWS OUTLET

BOTTOM CONNECTION (TYP)

FLEX CONNECTOR (TYP)

SHUT OFF

VALVE (TYP)

CONTINUOUS PERIMETER WALKWAY AND

SAFETY RAILINGS ACROSS TOWERS AND

BETWEEN TOWERS SHALL BE PROVIDED

WITH COOLING TOWER PACKAGE.

6" Ø UG

TO CT #1 & #2

TO CT #3 & #4

20" CONDENSER

WATER SUPPLY (UG)

DISCONNECT SWITCH (TYP)

1 1/2"

3/4"

COMBO DRAIN AND

OVERFLOW CONNECTION (TYP)

DN TO

UG (TYP)

PIPING

DN (TYP)

03 03

PIPING LOCATED

BELOW TOWER (TYP)

(TYP)

M301

M

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

PLATFORM WALKWAY. REFER

TO STRUCTURAL DRAWINGS

FOR SUPPORT INFORMATION.

5'-0"

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO. DATE NO. REVISION BY

C

I

V

I

L

E N

G

I

N

E

E

R

US AF

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

CONTRACT: FA8601-12-D-0005PROJECT - ZHTV040019

WPAFB

WRIGHT-PATTERSON AIR FORCE BASE

23 JUN 15

88TH ABW

SEAL

K Z

CORRECTED FINAL

F U

Z

E

P

R I N

X

FLOOR PLAN

MECHANICAL

A ALL WORK AND EQUIPMENT SHALL CONFORM WITH THE REQUIREMENTS

OF THE OHIO & INTERNATIONAL MECHANICAL AND BUILDING CODES

B THE MECHANICAL CONTRACTORS AND EQUIPMENT SUPPLIERS SHALL

COMPARE THE ELECTRICAL POWER REQUIREMENTS OF THE INTENDED

EQUIPMENT WITH POWER FEEDERS TO THE EQUIPMENT SHOWN ON THE

ELECTRICAL DRAWINGS. VERIFY ADEQUACY AND COMPATIBILITY OF

VOLTAGE, PHASE, WIRING CAPACITY, NUMBER AND SIZE OF CONDUCTORS

(VERSUS EQUIPMENT CONNECTION POINTS), FUSING AND OTHER

INFORMATION ON THE ELECTRICAL AND MECHANICAL DRAWINGS TO THAT

REQUIRED FOR THE EQUIPMENT. IF THE SELECTED EQUIPMENT REQUIRES

REVISION OF THE ELECTRICAL, ADDED COST MUST BE BORNE BY THE

MECHANICAL CONTRACTOR.

C TRANSFORMERS, CONTROLS, AND CONTROL WIRING REQUIRED FOR ALL

MECHANICAL SYSTEMS SHALL BE FURNISHED AND INSTALLED BY THE

MECHANICAL CONTRACTOR.

D ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

E ALL REQUIRED CONTROL WIRING NOT SHOWN ON THE ELECTRICAL

DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK.

F CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL

EQUIPMENT, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE

ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE

ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED.

G CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AFFECTING THIS

SCOPE OF WORK PRIOR TO PERFORMING WORK.

H FOR PURPOSES OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE

ESSENTIALLY DIAGRAMMATIC ALTHOUGH SIZE AND LOCATION OF

EQUIPMENT ARE SHOWN TO SCALE WHEREVER POSSIBLE.

I ALL PIPING SHALL BE APPROPRIATELY LABELED PER WPAFB FACILITY

STANDARDS (ANSI A13.1).

J SEISMIC DATA:

SEISMIC DESIGN CATEGORY = B. SEISMIC RESTRAINTS ARE NOT REQUIRED.

K REFER TO SPECIFICATIONS FOR ALL INSULATION REQUIREMENTS FOR

PIPING.

L PRIOR TO START OF CONSTRUCTION THE GOVERNMENT, 88CEG/CEMME

@ 257-4514, SHALL BE CONTACTED AND AFFORDED THE OPPORTUNITY TO

REMOVE ANY CONTROLS IT DEEMS SALVAGEABLE; ESPECIALLY THE

EXISTING METASYS CONTROL AND STAEFA CONTROL DEVICES.

M REFER TO ARCHITECTURAL DRAWING G-001 FOR ENVIRONMENTAL NOTES

APPLICABLE TO THIS PROJECT.

N ALL EXISTING PIPING, EQUIPMENT, ETC. IS TO REMAIN UNLESS NOTED

OTHERWISE.

O AFTER CONSTRUCTION, THE AFFECTED HYDRONIC SYSTEM SHALL BE

TESTED, ADJUSTED, AND BALANCED TO DELIVER THE QUANTITIES SHOWN

ON THE DRAWINGS AND A REPORT SUBMITTED TO THE WPAFB PROJECT

MANAGER.

P ALL EQUIPMENT SHALL BE INSTALLED TO MAINTAIN ALL CODE,

MANUFACTURER, AND MAINTENANCE CLEARANCES. VERIFY SPECIFIC

LOCATION AND ORIENTATION OF EACH UNIT PRIOR TO INSTALLATION.

Q ANY CHANGES FROM THE BASIS OF DESIGN EQUIPMENT SELECTIONS WILL

REQUIRE THE CONTRACTOR TO MAKE ALL ADJUSTMENTS NECESSARY FOR

SELECTED EQUIPMENT.

R ALL PIPING ABOVE GROUND THAT CONNECTS TO THE COOLING TOWERS

SHALL BE PROVIDED WITH HEAT TRACING AND INSULATION. REFER TO

SPECIFICATIONS AND PIPING SCHEMATIC.

S CONTRACTOR SHALL INSTALL ALL MECHANICAL EQUIPMENT ITEMS, PIPING,

WIRING, ETC. SHIPPED LOOSE PER THE MANUFACTURE'S

RECOMMENDATIONS.

T REFER TO ELECTRICAL DRAWINGS FOR MECHANICAL - ELECTRICAL

COORDINATION SCHEDULE FOR EQUIPMENT INFORMATION.

GENERAL NOTES

(APPLIES TO ALL "M" SERIES DRAWINGS)

DRAWING NOTES

01 REFER TO DRAWING M801 AND M802 FOR SWEEPER PIPING SCHEMATIC.

02 PROVIDE THRUST BLOCKS. LOCATED AND SIZED PER PIPING

MANUFACTURER'S RECOMMENDATIONS.

03 TWO POSITION AUTOMATIC CONTROL VALVE.

04 SQUARE COLUMN FOOTING AT EACH COLUMN - REFER TO STRUCTURAL

DRAWINGS.

05 PROVIDE HEAT TRACING AND INSULATION.

06 IN PIPING EXCAVATION PROVIDE YELLOW WARNING TAPE AND TRACER

WIRE FOR PVC PIPING.

CT #4

CT #3

CT #2

CT #1

TOWER

RAILING (TYP)

INTEGRAL TOWER

DISTRIBUTION

HEADER PIPING (TYP)

WALKWAY (TYP)

PLATFORM (TYP)

16" CONDENSER

WATER SUPPLY (TYP)

CONCRETE

SLAB (TYP)

12" CONDENSER

WATER RETURN (TYP)

SWEEPER

PIPING (TYP)

DRAIN

PIPING (TYP)

GRATING

PLATFORM

SUPPORT

PIER (TYP)

12" EQUALIZER

PIPING

PIPE SUPPORT

STAND (TYP)

SUPPORT

BEAM (TYP)

LADDER WITH SPRING LOADED AUTOMATIC

CLOSING GATE AT TOP. MECHANICAL CONTRACTOR

TO FURNISH AND FIELD INSTALL AN ANSI Z359

COMPLIANT RIGID RAIL LADDER CLIMBING SYSTEM

IN LIEU OF A CAGE. FURNISH TWO COMPATIBLE

CARRIERS WITH EACH SYSTEM. (TYP)

INTEGRAL TOWER

DISTRIBUTION

HEADER PIPING (TYP)

TOWER

RAILING (TYP)

TOWER

CONTROL

PANEL

TOWER

DISCONNECT

SWITCH

PLATFORM

20" CONDENSER

WATER SUPPLY

PIPE SUPPORT

STAND (TYP)

16" 12"

20" CONDENSER

WATER RETURN

GRADE

STEEL BEAM

(TYP)

CONCRETE SLAB

CONCRETE PIER (TYP)

LADDER WITH SPRING LOADED AUTOMATIC

CLOSING GATE AT TOP. MECHANICAL CONTRACTOR

TO FURNISH AND FIELD INSTALL AN ANSI Z359

COMPLIANT RIGID RAIL LADDER CLIMBING SYSTEM

IN LIEU OF A CAGE. FURNISH TWO COMPATIBLE

CARRIERS WITH EACH SYSTEM. (TYP)

PROVIDE HOSE, HOSE CONNECTORS, SHUTOFF VALVES

TO EACH RENTAL CHILLER, MANIFOLD TOGETHER AND

PROVIDE TEMPORARY SUPPLY AND RETURN PIPING INTO

BUILDING. REFER TO M401 FOR CONTINUATION.

LOCATION FOR RENTAL CHILLERS AND ACCESSORIES AND MANIFOLD PIPING.

REFER TO DRAWING M401 FOR CONTINUATION OF PIPING.

CONSTRUCTION

AREA FENCE

REFER TO C500

FOR CONTINUATION

20" CONDENSER RETURN PIPING

20" CONDENSER SUPPLY PIPING

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO. DATE NO. REVISION BY

C

I

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G

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US AF

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

CONTRACT: FA8601-12-D-0005PROJECT - ZHTV040019

WPAFB

WRIGHT-PATTERSON AIR FORCE BASE

23 JUN 15

88TH ABW

SEAL

K Z

CORRECTED FINAL

F U

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SECTION

COOLING TOWER

SECTION

COOLING TOWER

PARTIAL SITE PLAN

RENTAL PACKAGE AIR COOLED OUTDOOR CHILLERS INFORMATION

PROVIDE NOMINAL 1000 TON CAPACITY RENTAL AIR COOLED CHILLERS COMPLETE WITH:

HOSE BOX AND HOSE SECTIONS

FLANGE ADAPTERS.

COUPLINGS

PUMP

CABLE BOX

MANIFOLD PIPING AT EXTERIOR

CHILLED WATER PIPING FROM RENTAL CHILLER MANIFOLD INTO BUILDING AND CONNECT TO EXISTING

SYSTEM.

MISCELLANEOUS

REFER TO SITE DRAWINGS AND PARTIAL MECHANICAL BELOW PLAN FOR APPROXIMATE LOCATION OF

OUTDOOR RENTAL EQUIPMENT.

THE CHILLER PACKAGES ARE TO BE USED TO PROVIDE CHILLED WATER TO THE BUILDING WHEN EXISTING

COOLING TOWERS ARE SHUTDOWN AND CONDENSER WATER PIPING TIE IN CONNECTIONS ARE PROVIDED

TO EXISTING PIPING IN THE BUILDING.

REFER TO CIVIL SITE PLAN PHASING DESCRIPTION FOR THE PROJECT.

M

FD

FD

FD

FD

FD

CH-3

CH-2

CH-1

FD

FD

FD

FD

FD

FD

51x23 W/

INSULATION

51x23 W/

INSULATION

ELECTRICAL MAIN

DISTRIBUTION PANEL

(MDP)

ELECTRICAL MOTOR

CONTROL PANEL (MCC-2)

CHILLER 3

POWER PANEL

CHILLER 2

POWER PANEL

CHILLER 1

POWER PANEL

8" (BOP 10'-5"AFF)

8" (BOP 8'-8"AFF)

12"

12"

8"

8"

16" (BOP 10'-0"AFF)

12"

6"

6"

10" 10"

8" FROM BLDG 266

8" TO BLDG 266

TO BLDG 262 BASEMENT W.

FROM BLDG 262 BASEMENT W.

FD

(BOD 7'-8"

AFF)

(BOD 7'-8"

AFF)

8"

10"

12"

12"

03 16

04 16

04 16

04 16

DN

7'-10" BOP

CHR

VENTILATION

DUCT (TYP)

CONCRETE

PAD (TYP)

16" (BOP

8'-10"AFF)

12" (BOP 10'-0" AFF)

12" (BOP

10'-0" AFF)

8" (BOP

10'-2" AFF)

TO BLDG 262 BASEMENT E.

FROM BLDG 262 BASEMENT E.

8" (BOP 9'-1" AFF)

12" (BOP 10'-3" AFF)

12" (BOP 10'-3" AFF)

10"

20" (BOP 8'-3" AFF)

CONDENSER

WATER RETURN

20" (BOP 0'-8" AFF)

CONDENSER

WATER SUPPLY

10" CHS & CHR UP TO

1ST & 2ND FLOORS

OF BLDG 262

(BOP 10'-3" AFF)

UH

12" (BOP 8'-6" AFF)

EXISTING PIPING

BOP 9'-2"

CHR

CHS

UH

CHS

UTILITY SINK

FD

FD

CHR

REDLIGHT

WARNING SIGN

FLOOR

TRENCH

W/COVER

(TYP)

CONCRETE

PAD (TYP)

CONCRETE

PAD (TYP)

3"

3"

TO COOLING TOWERS

CHP-1

CHP-2

CHP-4

CHP-3

CWP-1

CWP-4

(STANDBY)

CWP-2

CWP-3

10" UP TO BLDG. 262

FIRST AND SECOND

FLOOR

CHR

CHS

CHS

CHR

CHS

CHR

CHS

CHS

CHR

CHR

CWR

CWS

CWS

CWR

CWS

CWR

ELECTRICAL MOTOR

CONTROL PANEL (MCC-1)

RUPTURE DISC

RELIEF PIPING

40 41

TYP

12"

TYP

DN

12"

12"

PROVIDE SHUTOFF

VALVE (TYP)

8"

12"

12"

12"

12"

COORDINATOR ENGINEERING CHIEF

DATE REVISION BY

NO. DATE NO. REVISION BY

C

I

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G

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R

US AF

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

CONTRACT: FA8601-12-D-0005PROJECT - ZHTV040019

WPAFB

WRIGHT-PATTERSON AIR FORCE BASE

23 JUN 15

88TH ABW

SEAL

K Z

CORRECTED FINAL

F U

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P

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PARTIAL ENLARGED BASEMENT FLOOR PLAN

BUILDING 10262 CHILLER PLANT

01 CONDENSER WATER PUMP: B&G MODEL VSCS-F-9.5-BF-RHR,

1800 GPM, 60 FT. HEAD, 40 HP, 460 VOLT, 3 PHASE

02 CONDENSER WATER PUMP: B&G MODEL VSCS-F-11-BF-RHR,

3900 GPM, 77 FT. HEAD, 100 HP, 460 VOLT, 3 PHASE

03 CHILLED WATER PUMP: B&G MODEL VSC-11.25-BF-C-RHR,

1440 GPM, 125 FT. HEAD, 75 HP, 460 VOLT, 3 PHASE

04 CHILLED WATER PUMP: B&G MODEL VSC-12.75-BF-O-RHR,

3120 GPM, 150 FT. HEAD, 200 HP, 460 VOLT, 3 PHASE

05 CHILLER: YORK MODEL YKN43G4-CTL-YDHA-41DD, NOMINAL 596 TON

(R22 REFRIGERANT).

06 CHILLER: YORK MODEL YKQ4R3H2-DBC-YDHB-57DD, NOMINAL 1300 TON

(R22 REFRIGERANT).

07 AIR SEPARATOR WITH MAKE UP WATER CONNECTION

08 EXPANSION TANK

09 CHILLED WATER CHEMICAL SHOT FEEDER

10 EXHAUST FAN

11 CONDENSER WATER BLOW DOWN.

12 STRAINER, BUTTERFLY VALVE AND FLEX, IN VERTICAL SUPPLY WATER PIPE.

13 FLEX AND BUTTERFLY VALVE IN RETURN WATER PIPE WITH GAUGE & THERMOMETER.

14 BUTTERFLY VALVE FLEX AND SUCTION DIFFUSER IN PUMP SUCTION PIPE.

15 BUTTERFLY VALVE AND FLEX IN PUMP SUCTION VERTICAL PIPE.

16 FLEX AND TRIPLE DUTY VALVE IN PUMP DISCHARGE VERTICAL PIPE.

17 AIR COMPRESSOR

18 AIR DRYER

19 COMPRESSED AIR TANK

20 BUTTERFLY VALVE (NORMALLY CLOSED).

21 18" BYPASS PIPE WITH MOTOR OPERATED BUTTERFLY VALVE IN VERTICAL.

22 10" BALANCING VALVE. SET @ 1800 GPM.

23 3" WATER SUPPLY WITH 3" REDUCED PRESSURE BACK FLOW PREVENTER.

24 2" REDUCED PRESSURE BACK FLOW PREVENTER FOR CHILLED WATER MAKE UP.

25 CONDENSER WATER TREATMENT RACKED ON WALL AND FLOOR MOUNTED TANKS

AND FILL SYSTEM WITH 2" AND 3" REDUCED PRESSURE BACK FLOW PREVENTERS.

26 TRANE REFRIGERANT MONITOR PANEL MG MODEL WITH RED LIGHT.

27 LAKOS FILTERS TBX-0400-SRV, 400 GPM & 7.5 HP, 460V, 3 PH.

28 BUTTERFLY VALVE IN VERTICAL PIPE.

29 BUTTERFLY VALVE IN VERTICAL PIPE WITH GAUGE.

30 COMBO EMERGENCY EYEWASH / SHOWER.

31 3" WELDED PIPE DOWN TO RELIEF VALVES WITH FLEX CONNECTOR IN VERTICAL.

32 BUTTERFLY VALVE IN VERTICAL.

33 YORK RECYCLING / STORAGE TANK ON WHEELS.

34 LOCATED OUTSIDE ROOM IN CORRIDOR. BOTH DEVICES ARE TO REMAIN AND ARE PART OF

REFRIGERANT MONITORING SYSTEM.

35 ROUTE TEMPORARY 12" CHS & CHR PIPING OUT TO RENTAL CHILLERS AND PROVIDE PIPING MANIFOLDS

CONNECTING HOSES FROM EACH CHILLER INTO MANIFOLDS. PROVIDE SHUTOFF VALVES TO EACH

CONNECTION. REFER TO SITE PLAN…