01 SR14075750 DRAWINGS VOLUME 01B.pdf

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13135820 876002

13135824 876006

13135826 876008

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CD101

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DEMOLITION SITE PLAN

LEGEND:

PLAN

NORTH

KEY PLAN:

PLAN

NORTH

GENERAL NOTES:

13135923 876105

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CG101

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SOIL EROSION CONTROL PLAN

GENERAL NOTES:

LEGEND:

PLAN

NORTH

KEY PLAN:

PLAN

NORTH

13135924 876106

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CG102

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13135925 876107

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IN

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TO

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FY

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T

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A

IR

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C D

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O U

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H A

LL

B

LD

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CG103

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IE

S E

N G

IN

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IN

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A N

D ,W

A S

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IN

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TO

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FY

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13135926 876108

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O U

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LL

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CG104

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13135927 876109

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IN

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TO

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FY

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R O

JE

C

T

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E P

A

IR

-M A

C D

O N

O U

G H

H A

LL

B

LD

G

CO101

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IT

IE

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IN

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IN

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IN

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TO

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IR

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C D

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O U

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LL

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SITE LAYOUT - PLAN (WEST)

LEGEND:

PLAN

NORTH

KEY PLAN:

GENERAL NOTES:

PLAN

NORTH

13135928 876110

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CO102

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SITE LAYOUT - PLAN (EAST)

LEGEND:

PLAN

NORTH

KEY PLAN:

GENERAL NOTES:

PLAN

NORTH

13135929 876111

ADA CURB RAMP DETAILS

CONTRACTION JOINT DETAIL CONSTRUCTION JOINT DETAIL SIDEWALK DETAIL

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CO500

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EXPANSION JOINT SEAL DETAIL

13135930 876112

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CP101

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GENERAL NOTES:

13135931 876113

13135932 876114

13135933 876115

13135934 876116

13135935 876117

13135936 876118

13135937 876119

13135938 876120

13135939 876121

13135940 876122

13135941 876123

13135942 876124

13135943 876125

13135944 876126

13135945 876127

13135946 876128

13135947 876129

13135948 876130

13135949 876131

13135950 876132

13135951 876133

13135952 876134

13135953 876135

13135954 876136

13135955 876137

13135956 876138

13135957 876139

13135958 876140

13135959 876141

13135960 876142

13135961 876143

13135962 876144

13135963 876145

13135964 876146

13135965 876147

13135966 876148

13135967 876149

13135968 876150

13135969 876151

13135970 876152

13135971 876153

13135972 876154

13135973 876155

13135974 876156

13135975 876157

13135976 876158

13135977 876159

13135978 876160

13135979 876161

13135980 876162

13135981 876163

13135982 876164

13135983 876165

13135984 876166

13135985 876167

13135986 876168

13135987 876169

13135988 876170

13135989 876171

13135990 876172

13135991 876173

13135992 876174

13135993 876175

13135994 876176

13135995 876177

13135996 876178

13135997 876179

13135998 876180

13135999 876181

13136000 876182

13136001 876183

13136002 876184

13136003 876185

13136004 876186

13136005 876187

13136006 876188

13136007 876189

13136008 876190

13136009 876191

CLCLCL

13136010 876192

13136011 876193

13136012 876194

Ø

ABBREVIATIONS LIST

SYMBOLS

ELEVATIONS LIST GENERAL POOL STRUCTURAL NOTES:

CONCRETE NOTES:

BAR DEVELOPMENT &

SPLICE LENGTHS

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A S

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IN

G

TO

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R O

JE

C

T

R

E P

A

IR

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C D

O N

O U

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C O

U N

SI

LM

H

U N

SA

K

ER

C

1717 EAST 116th STREET | SUITE 200 | CARMEL, INDIANA 46032

(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 16016 ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

FINAL 04/09/2021

ON FILE

SP100

13136013 876195

C D E F G

A1

SP401

A1

SP400

POOL

MECHANICAL

ROOM

LOCATED

ON LEVEL

BELOW

SEE SHEET SP104

SURGE

TANK

LOCATED

ON LEVEL

BELOW

PACE CLOCK MOUNT 6' AFF IN

ALL FOUR LOCATIONS

PACE CLOCK

PACE CLOCK

PACE CLOCK

BELOW GRADE

TUNNEL

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

R

E P

A

IR

M

A C

D O

N O

U G

H H

A

LL

B

LD

G

FINAL 04/09/2021

04/09/21

ON FILE

DESIGN DATA:

PLAN

NORTH

GENERAL NOTES:

POOL REFERENCE PLAN

SP101

4'0 8' 16'

SCALE: 1/8"=1'-0"

PLAN NORTH

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136014 876196

D E F G H

B3

SP102

P3

P4 P1

P2

P6

P5

P5

C3

SP102

P5

REMOVE EXISTING

STRUCTURAL WALL

AND FLOOR BEHIND

POOL SHELL

REMOVE POOL SHELL

SAND FILL

SLAB ON GRADE TO REMAIN

7' -1

1"

STRUCTURAL WALL TO REMAIN FOR

THE FULL LENGTH OF THE POOL

ALONG COLUMN LINE G

REMOVE POOL SHELL

SAND FILL

SLAB ON GRADE

TO REMAIN

2'-11 1/2" (V.I.F.)

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

R

E P

A

IR

M

A C

D O

N O

U G

H H

A

LL

B

LD

G

FINAL 04/09/2021

04/09/21

ON FILE

DEMOLITION KEYNOTES:

PLAN

NORTH

EXISTING POOL SECTIONB3

EXISTING POOL SECTIONC3

POOL DEMOLITION PLAN

LEGEND:

SP102

4'0 8' 16'

SCALE: 1/8"=1'-0"

0 1' 2' 4'

SCALE: 1/2"=1'-0"

PLAN NORTH

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136015 876197

WATER CHEMISTRY

CONTROLLER

SAND FILTER TANKS

BALANCE TANK

RECIRCULATION PUMP

POOL HEAT EXCHANGER

CHLORINE SYSTEM

D E F G H

M3

M2

M1

M3

M2

M2

M2

M2

BELOW GRADE TUNNEL

M4

M5

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

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FY

P

R O

JE

C

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E P

A

IR

M

A C

D O

N O

U G

H H

A

LL

B

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G

FINAL 04/09/2021

04/09/21

ON FILE

PLAN

NORTH

DEMOLITION KEYNOTES:

POOL MECHANICAL EQUIPMENT DEMOLITION PLAN

LEGEND:

SP103

PLAN NORTH

4'0 8' 16'

SCALE: 1/8"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136016 876198

50'-0"

'-1

'-4

/8

(5

M

ET

ER

S)

'-4

/8

(5

M

ET

ER

S)

'-6

'-0

'-7

'-0

'-0

10'-8"16'-0"16'-0"7'-4"

D E

P

TH

M A

R K

E R

S

W A

R N

IN

G

S

IG

N S

TY

P

IC

A

L O

TH

E

R S

ID

E

R E

FE

R

: A 1/

S P

DEPTH MARKERS & WARNING SIGNS

TYPICAL OTHER SIDE

REFER: A1/SP501

-5'-9"

-5'-9" -4'-6"

1 1 1 1 1

1111111

4 2

D1

SP301

B1

SP301

A1

SP301

A1

SP302

C1

SP302

A1

SP302

A

A

A

A

BCD

C3

SP301

D

D

D

D

C D E F G

C2

SP302

13'-6"

'-1

/1

6"

-5'-0"

4" CONTRASTING TILE BAND

COLOR BY ARCHITECT

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

R

E P

A

IR

M

A C

D O

N O

U G

H H

A

LL

B

LD

G

FINAL 04/09/2021

04/09/21

ON FILE

DEPTH & WARNING SIGNAGE SCHEDULE:

POOL EQUIPMENT LEGEND:

PLAN

NORTH

POOL PLAN

SP104

PLAN NORTH

4'0 8' 16'

SCALE: 1/8"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136017 876199

C D E F G

8" CONC SLAB w/#5 @ 6" OC

EACH WAY, TOP

4' -0

4'

-0

4' -0

4'

-0

EXISTING TUNNEL

BELOW POOL SLAB

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

R

E P

A

IR

M A

C D

O N

O U

G H

H A

LL

B

LD

G

C O

U N

SI

LM

N

SA

K

ER

C

1717 EAST 116th STREET | SUITE 200 | CARMEL, INDIANA 46032

(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 16016 ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

FINAL 04/09/2021

ON FILE

POOL STRUCTURAL PLAN

PLAN

NORTH

KEY PLAN:

PLAN

NORTH

GENERAL NOTES:

SP105

13136018 876200

A B C D E F G

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

R

E P

A

IR

M

A C

D O

N O

U G

H H

A

LL

B

LD

G

FINAL 04/09/2021

04/09/21

ON FILE

PLAN

NORTH

POOL LOCATION POINT PLAN

SP200

4'0 8' 16'

SCALE: 1/8"=1'-0"

PLAN NORTH

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136019 876201

1'-0"

4' -6

5"

5' -9

5' -9

50'-0"

6 LANES @ 8'-0" = 48'-0"

5'-0"

1'-0"

5 SPACES @ 8'-0" = 40'-0" 5'-0"

DECK LEVEL

WATER LEVEL

LANE ROPE ANCHORS

REFER: B1/SP502

WALL TARGETS & FLOOR MARKERS

REFER: C2/SP502

'-1

5/

8"

7' -1

1"

ALL TILE FINISH

4'-0" 12'-6"

9' -5

7' -0

7'-3 5/8"

1'-2"

RIGID CELLULAR

POLYSTYRENE

FILL

EXISTING

TUNNEL

9'-4"

5"

82'-1"

5' -9

5'-0" 72'-1" 5'-0"

POOL COVE

REFER: A1/SP502

WATER LEVEL

DECK LEVEL

GRAB RAILS & RECESSED STEPS

REFER: C3/SP501

11'-0 1/2"15'-0"15'-0"15'-0"15'-0"11'-0 1/2" UNDERWATER LIGHTS

REFER: C1/SP501

RIGID CELLULAR

POLYSTYRENE

FILL

EXISTING

TUNNEL

7' -1

1"

ALL TILE FINISH

MAIN DRAIN

REFER: A2/SP504

5' -9

35'-9" 4'-0" 4'-0"

38'-4"

UNDERWATER LIGHTS

REFER: C1/SP501

4' -6

5"

11'-0 1/2" 15'-0" 15'-0" 15'-0" 15'-0" 11'-0 1/2"

82'-1"

5'-0" 72'-1"

GARGOYLE INLET

REFER: B2/SP502

8"

DECK LEVEL

WATER LEVEL

1'-0"

5'-0" GRAB RAILS & RECESSED STEPS

REFER: C3/SP501

EXISTING

TUNNEL RIGID CELLULAR

POLYSTYRENE

FILL

7' -1

1"ALL TILE FINISH

POOL COVE

REFER: A1\SP502

39'-2"

4' -6

5"

5' -9

5' -9

50'-0"

1'-0"

6 LANES @ 8'-0" = 48'-0"

1'-0"

5'-0" 5 SPACES @ 8'-0" = 40'-0" 5'-0"

DECK LEVEL

WATER LEVEL

LANE ROPE ANCHORS

REFER: B1/SP502

WALL TARGETS & FLOOR MARKERS

REFER: C2/SP502

10'-10"

POOL COVE

REFER: A1/SP502

9'-4" 40'-8" CENTER OF MAIN DRAINS

REFER: A2/SP504

SURGE TANK

7' -1

1"

RIGID CELLULAR

POLYSTYRENE FILL

ALL TILE FINISH

POOL SECTIOND1

POOL SECTIONB1

POOL SECTIONA1

POOL SECTIONC3

C O

U N

SI

LM

N

SA

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ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

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FY

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R O

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FINAL 04/09/2021

04/09/21

ON FILE

SP301

4'0 8' 16'

SCALE: 1/8"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136020 876202

7' -1

1"VA

R

IE

S

8"

5" DECK LEVEL

NEW CONCRETE

POOL SHELL

STRUCTURAL

POOL DECK

WATER LEVEL

EXISTING FLOOR

STRUCTURE

RIGID CELLULAR

POLYSTYRENE FILL

STRUCTURAL POOL DECK

10'-6"

7' -1

1"

4' -6

5"

8"

EXISTING

STRUCTURAL

WALL

NEW CONCRETE

POOL SHELL

NEW CONCRETE

POOL FOOTER

DECK LEVEL

WATER LEVEL

EXISTING FLOOR

STRUCTURE

RIGID CELLULAR

POLYSTYRENE FILL

STRUCTURAL

POOL DECK

7' -1

1"5' -9

5"

8"

NEW CONCRETE

POOL SHELL

DECK LEVEL

WATER LEVEL

EXISTING FLOOR

STRUCTURE

RIGID CELLULAR

POLYSTYRENE FILL

CONCRETE ROLLOUT WALLC1 CONCRETE ROLLOUT WALLC2

CONCRETE WALLA120

C O

U N

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C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

R

E P

A

IR

M

A C

D O

N O

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FINAL 04/09/2021

04/09/21

ON FILE

SP302

0 1' 2' 4'

SCALE: 1/2"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136021 876203

7' -1

1' -6

10'-0"

3' -0

3' -4

6' -6

P3 P1

POOL FILTER

P3

BACKWASH HUB

REFER: A4/SP504

P6

P6 P5

6"

P1

TO SANITARY

SEWER

REFER TO PLUMBING

5' -4

P10

7' -1

1"

4'-0"

POOL FILTER

P2

P1

P3

P3

UV SYSTEM

REFER: B1/SP504

PUMP

P6

4' -3

/2

5' -4

BACKWASH HUB

REFER: A4/SP504

P10

8"

TO SANITARY SEWER

REFER: PLUMBING

6' -6

1' -6

7'

-1 1"

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

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E P

A

IR

M

A C

D O

N O

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FINAL 04/09/2021

04/09/21

ON FILE

POOL MECHANICAL ROOM SECTIONC1

POOL MECHANICAL ROOM SECTIONA1

SP303

0 1' 2' 4'

SCALE: 1/2"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136022 876204

SECTIONC1

#5 @ 10" OC, EF

#5 @ 12" OC, EF

4'-0" 1'-0"

1' -8

1'

-5 1 2"

2' -3

1'

-8 1 2"

4" 91

4" 1'-0"1 2"

2'-6"

#5 @ 12" OC

#5 @ 12" OC EW

8"

RIGID CELLULAR

POLYSTYRENE FILL

WATER LEVEL

+(0'-0")

CONC DECK SLAB -

SEE STRUCTURAL

SHEETS

NOTE:

SEE DETAIL B2 ON SHEET SP507 FOR WALL BASE DETAIL

EXST STRUCTURE

2" C

LR

7' -1

1"

#3 @ 6" OC

#5 @ 10" OC EF

#5 @ 12" OC EF

SECTIONC3

4'-0" 1'-0"

1' -8

1'

-5 1 2"

1' -0

4" 91

4" 1'-0"1 2"

2'-6"

#5 @ 12" OC

#5 @ 12" OC EW

M A

TC

H

E X

S T

#5 @ 12" OC EW,

TOP & BOTTOM

8"

WATER LEVEL

+(0'-0")

CONC DECK SLAB - SEE

STRUCTURAL SHEETS

NOTE:

SEE DETAIL B2 ON SHEET SP507 FOR WALL BASE DETAIL

RIGID CELLULAR

POLYSTYRENE FILL

7' -1

1"

DOWEL BARS 6" INTO

CONCRETE TYPICAL

BONDING

AGENT

2" C

LR

EXST STRUCTURE

1' -1

11 2"

#3 @ 6" OC

WATER LEVEL

+(0'-0")

#5 @ 10" OC, EF

#5 @ 12" OC, EF

#5 @ 12" OC

SECTIONA3

4'-0" 1'-0"

1 2"

91 2" V

A R

IE

S

1' -1

11 2"

#5 @ 12" OC EW

CONC DECK SLAB - SEE

STRUCTURAL SHEETS

1'-31 2" 6"1

2"

8"

NOTE:

SEE DETAIL B2 ON SHEET SP507 FOR WALL BASE DETAIL

RIGID CELLULAR

POLYSTYRENE FILL

7' -1

1"

EXST STRUCTURE

2" C

LR

#3 @ 6" OC

8"

CONTINUOUS 4" PVC

WATERSTOP TYPICAL

#5 @ 12" OC CNTRD

#5 @ 7" OC

SECTIONA1

CONC DECK SLAB - SEE

STRUCTURAL SHEETS

BONDING

AGENT

#5 @ 6" OC EW

#5 @ 12" EW OC

EXST STRUCTURE

7' -1

1"

5' -3

CONC WALL

DOWEL BARS 6" INTO

CONCRETE TYPICAL

EXST STRUCTURE

M A

TC

H

E X

S T

WATERSTOP

NOTE:

SEE DETAIL C3 ON SHEET SP304 FOR POOL WALL INFORMATION

SECTIONA5

EXST STRUCTURE

EXST TUNNEL

STRUCTURE

TUNNEL WALL AND SLAB -

SEE STRUCTURAL SHEETS

2" C

LR

RIGID CELLULAR

POLYSTYRENE FILL

POOL SLAB

VARIES

VARIES

VARIES

EXST TUNNEL

SECTIONC5

#5 @ 10" OC, EF

#5 @ 12" OC, EF

4'-0" 1'-0"

1' -3

3'

-8 1 2"

1' -8

1 2"

4" 91

4" 1'-0"1 2"

2'-6"

#5 @ 12" OC

#5 @ 12" OC EW

8"

RIGID CELLULAR

POLYSTYRENE FILL

WATER LEVEL

+(0'-0")

CONC BEAM -

SEE STRUCTURAL

SHEETS

NOTE:

SEE DETAIL B2 ON SHEET SP507 FOR WALL BASE DETAIL

1' -3

EXST

STRUCTURE

2" C

LR

7' -1

1"

#3 @ 6" OC

1'-51 2"

10" WIDE

PILASTER

PLACED WITH

POOL WALL

#3 TIES @ 10" OC

(3) #5

POCKET

POOL WALL

FOR BEAM

N A

V A

L

FA

C

IL

IT

IE

S E

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IN

E

E R

IN

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A N

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A S

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IN

G

TO

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A

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C

1717 EAST 116th STREET | SUITE 200 | CARMEL, INDIANA 46032

(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 16016 ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

FINAL 04/09/2021

ON FILE

SP304

13136023 876205

HEATER TEE

C1

SP303

A1

SP303

P6 P3

P1 P2

P1

P4

P3

P4

P5

P6

P10 P10

DIRECT FILL

REFER: B2/SP504

D E

POOL MECHANICAL ROOM PLAN

PLAN

NORTH

EQUIPMENT SCHEDULE:

PUMP SCHEDULE:

PIPE SCHEDULE:

GENERAL NOTES:

C

O U

N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

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FY

P

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E P

A

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D O

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FINAL 04/09/2021

04/09/21

ON FILE

SP400

PLAN NORTH

0 2' 4' 8'

SCALE: 1/4"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

13136024 876206

5'-4"

'-6

8'

-4

'-2

10" 2'-0"2'-1"

WATER SEAL

REFER: C2/SP504

P9

P

P

ACCESS HATCH

REFER: B1/SP505

LADDER RUNGS

SUPPORT FLANGE WITH FOUR (4)

LEGS EQUAL TO NOMINAL PIPE

DIAMETER, BUT NOT LESS THAN

6" AFF - TYPICAL (2) LOCATIONS

5"

P

WATER LEVEL CONTROLLER

REFER: A1/SP505

B2

SP401

C2

SP401

G

A2

SP401

3'-8"

'-9

5'-4"

5' -4

/2

2' -0

10'-6"

7' -1

1"WATER

LEVEL 3'

-4

/2

10" 2'-0"2'-1"

P8 P7P2

5" EXISTING

BUILDING

STRUCTURE

7'-10"

2' -1

0"

WATERSTOP

ANTI-VORTEX PLATE

SUPPORT FLANGE

2' -0

3'

-4

/2

24'-6"

13'-3"11'-3"

ACCESS HATCH

REFER: B1/SP505

WATER LEVEL

CONTROLLERS

REFER: A1/SP505

LADDER RUNGS

1' -0

TY

PI

C

AL

WATERSTOP

2' -1

0"

WATER

LEVELP7

WATER SEAL

REFER: C2/SP504

SUPPORT FLANGE

TYPICAL

6" 11'-6"

5' -4

/2

7' -1

1"

5'-4"

5' -4

/2

10'-6"

7' -1

1" WATER LEVEL

P9

EXISTING

BUILDING

STRUCTURE

7'-10"

2' -1

0"

SUPPORT FLANGE

ACCESS HATCH

REFER: B1/SP505

LADDER RUNGS

1' -0

TY

PI

C

AL

NEW SURGE TANK SECTIONC2

PLAN

NORTH

SURGE TANK NOTES:

NEW SURGE TANK SECTIONB2

NEW SURGE TANK PLANA1 NEW SURGE TANK SECTIONA220

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

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E P

A

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A C

D O

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FINAL 04/09/2021

04/09/21

ON FILE

SP401

0 2' 4' 8'

SCALE: 1/4"=1'-0"

13136025

876207

D E F G

P8 P8

P7

P7

P9

P2P2

P2

P2

PP1

1" CONDUIT

1" CONDUIT

P8

P8P7

POOL SUCTION PIPING PLAN

PLAN

NORTH

GENERAL PIPING NOTES:

PIPING LEGEND:

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

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C

T

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A

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M

A C

D O

N O

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FINAL 04/09/2021

04/09/21

ON FILE

SP402

4'0 8' 16'

SCALE: 1/8"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

PLAN NORTH

13136026 876208

D E F G

P1

4"

3"

3"

3" 2"2"

2" 2"

2"2"

2" 2"3"

3"

3"

4"

4"

GARGOYLE INLET

REFER: B2/SP502

2"

POOL RETURN PIPING PLAN

PLAN

NORTH

GENERAL PIPING NOTES:PIPING LEGEND:

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

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FY

P

R O

JE

C

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A

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D O

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FINAL 04/09/2021

04/09/21

ON FILE

SP403

4'0 8' 16'

SCALE: 1/8"=1'-0"

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

PLAN NORTH

13136027 876209

4"

1"

INSIDE OF

GUTTER WALL

4" CERAMIC TILE

DEPTH MARKER

REFER: DETAIL A1

6" CERAMIC TILE DEPTH MARKER

REFER: DETAIL A1/SP501

1" 6"

2" 2"

2"

FLAT

3/

4"

3/

4"

3/

4"

6"

4 1/2"

2 3/4"

HAND HOLD TILE

NON-SHRINK TILE

GROUT BED USED TO

FORM RADIUS

TOP OF TILE AND GRATING

MUST REMAIN LEVEL

GRATING HOLD DOWN AND

DROP-IN WITH VANDAL

PROOF S/S FASTENER

TILE MORTAR

SYSTEM

WATER LEVEL

1 1/2"

NOTE:

EPOXY COAT

INTERIOR OF GUTTER.

8"

1' -0

1'

-0

1' -0

1'

-0

2' -6

8"

1'-3"

8" 2'

-0 "1' -0

8"

1' -0

1/

2"

1/ 2"

1' -3

2'-0"

5"

2'-6"

M

IN

WATER LEVEL

DECK LEVEL

POOL WALL

THICKEN SLAB AT

RECESSED STEPS

WEDGE ANCHOR

REFER: A2/SP502

1' -0

1'

-0

1' -0

1'

-0

WATER LEVEL

SS GRAB RAIL

A A

7' -6

6"

2" M

IN

SLIDING COLLAR

WITH EYEBOLT

CERAMIC TILE POOL DECK

VANDAL PROOF CAP AND

SPANNER KEY FOR REMOVAL

STANCHION SOCKET SET

FLUSH WITH DECK FINISH

REFER TO POOL

BONDING DETAIL

NOTE:

1. PROVIDE SUFFICIENT

CORD AND COIL

AROUND LIGHT FIXTURE

FOR DECK RELAMPING.

2. PROVIDE WATER TIGHT

CONDUIT TO JUNCTION

BOX.

WATER

LEVEL

SS LIGHT NICHE

3/4" SCH 40 PVC SOLVENT

WELD UNDERGROUND

CONDUIT. INSTALLED PER

N.E.C. REFER TO

ELECTRICAL SHEETS FOR

CONTINUATION.

PROVIDE THICKENED

WALL AT LIGHT NICHE

REFER TO POOL

BONDING DETAIL

NO LEAK

FLANGE

UNDERWATER LIGHT

1' -6

M

IN

IM

U

M

DEPTH MARKER PLAN DEPTH MARKER ELEVATION

1' -8

/4

4"

6"

POOL EDGE

6"

1"

4" 5"

WATER

LEVEL

NOTE:

1. DEPTH MARKERS & WARNING SIGNS MUST BE PROVIDED AS

6"x6" TILES WITH MINIMUM 4" TALL CONTRASTING LETTERS

AND NUMBERS.

2. PROVIDE NO DIVING WARNING SIGNS WITH 6"x6" TILE

DISPLAYING INTERNATIONAL NO DIVING SYMBOL.

3. ALL HORIZONTAL TILE INSTALLATIONS MUST HAVE A SLIP

RESISTANT FINISH. ALL VERTICAL TILE INSTALLATIONS MUST

HAVE A SMOOTH GLAZED FINISH.

4. TILE MUST BE CUT-TO-FIT AS REQUIRED FOR VERTICAL

INSTALLATIONS, MAINTAINING 4" TALL LETTERS & NUMBERS.

NO DIVING

6"

6"

3"

2"x2" CERAMIC

TILE WITH 1/4"

MORTAR BED

SLIP RESISTANT

CONTRASTING

TILE

GUTTER CURBA4

GUTTER LIPC4GRAB RAILS AND RECESSED STEPSC3

STANCHION POST AND ANCHORA3

UNDERWATER LIGHTC1

DEPTH MARKERS AND WARNING SIGNSA120

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C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

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FY

P

R O

JE

C

T

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E P

A

IR

M

A C

D O

N O

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FINAL 04/09/2021

04/09/21

ON FILE

SP501

0 1' 2' 4'

SCALE: 1/2"=1'-0"

0 1' 2'

SCALE: 1 1/2"=1'-0"

0 1' 2'

SCALE: 3"=1'-0"

6"

0 1' 2' 3'

SCALE: 3/4"=1'-0"

13136028

876210

3/

4"

1'-4 1/4"4" 1'-8 1/4"

5" WATER LEVEL

DECK LEVEL

1' -6

10" 8"

8 3/4"

POOL FINISH

PVC GRATING WITH STIFFENERS

UNDER GRATING AT ALL 90°

TURNS (MOUNTED LEVEL)9 1/4"

4"

3/

4"

A4

SP501

C4

SP501

1'-4"

TILE BAND

5" WATER LEVEL

DECK LEVEL

POOL FINISH

LANE ROPE

CUP ANCHOR

REFER TO POOL

BONDING DETAIL

6"

4" .

6" CERAMIC TILE

DEPTH MARKER

REFER: A1/SP501

4" CERAMIC TILE

DEPTH MARKER

REFER: A1/SP501

6"

1' -0

NOTE:

ALL INSIDE CORNERS

OF POOLS MUST BE

COVED.

REMOVE BLOCKOUT AND

GROUT 2" RADIUS COVE

GROUT MIX: 1 PART CEMENT

2 PART SAND

1"x4" BLOCKOUT

CONTINUOUS WATERSTOP

REFER TO STRUCTURAL

TARGET ELEVATION FLOOR MAKER PLAN

FINISH POOL

WALL

2"X2" SLIP

RESISTANT

CERAMIC TILE

COLOR: REFER

TO INTERIORS

1' -0

1'

-0

1' -6

3' -6

WATER LEVEL

1'-0" 1'-0" 1'-0" 3'-0"

1'-0" 1'-0" 1'-0" 3'-0"

1' -0

2"X2" SLIP RESISTANT

CERAMIC TILE

COLOR: REFER TO INTERIORS

TOP OF C-701

HAND HOLD TILE

5' -0

RESURFACE MARKER

2"

4"

1' -4

POOL DECK RESURFACE MARKER

2" 2"X2" SLIP RESISTANT

CERAMIC TILE COLOR

REFER TO INTERIORS

5" WATER LEVEL

DECK LEVEL

1' -0

HISTORICAL

GARGOYLE INLET

2" GARGOYLE

INLET PIPING

8" GUTTER

CONNECTION PIPING

TO CONNECT GUTTER

ON BOTH SIDES OF

THE GARGOYLE

1'-8 1/4"

4" 1 1/2"

CHROME PLATED

ESCUTCHEON PLATE

WITH LOCKING SET

SCREW

REFER TO POOL

BONDING DETAIL

CAST BRONZE

LOCKING WEDGE MUST

CONSIST OF A CAST BRONZE

WEDGE WITH A S/S BOLT

FINISHED FLOOR

PLAN

SECTION

CONCRETE ROLLOUT GUTTERC1

CONCRETE WALLB1

CAST IN PLACE CONCRETE COVEA1

WALL TARGETS & FLOOR MARKERSC2

GARGOYLE DETAILB2

WEDGE ANCHORA220

C O

U N

SI

LM

N

SA

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C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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A S

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TO

N D

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FINAL 04/09/2021

04/09/21

ON FILE

SP502

0 1' 2' 4'

SCALE: 1/2"=1'-0"

0 1' 2'

SCALE: 3"=1'-0"

6"

0 6" 1' 2'

SCALE: 1" =1'-0" 13136029

876211

M

IN

IM

U

M F

IV

E

(5 ) P

IP

E

D

IA

M

ET

ER

S

D O

W N

ST

R

EA

M

FR

O

M N

EA

R

ES

T

FI

TT

IN

G

SERVICE VALVE

REDUCER

PUMP WITH S/S

ANCHOR BOLTS

CONCRETE HOUSEKEEPING PAD

MUST BE CLEAN, SQUARE

FORMED PAD AND EXTEND 2"

BEYOND EQUIPMENT IN ALL

DIRECTIONS.

PRECOAT LINE FROM FILTER

CHECK VALVE

FILTER INFLUENT

AUTOMATIC CONTROL VALVE

SERVICE VALVE (ALL PUMPS)

HAIR AND LINT STRAINER

CONCRETE HOUSEKEEPING

PAD MUST BE CLEAN,

SQUARE FORMED PAD AND

EXTEND 2" BEYOND

EQUIPMENT IN ALL

DIRECTIONS. SIMILAR TO

DETAIL C1 ON DRAWING

S-504.

PRESSURE GAUGE

WITH SNUBBER

COMPOUND GAUGE

WITH SNUBBER AT

PUMP FLANGE

GAUGE TAPPING

(TYPICAL)

A A

FILL DIRECT CONNECTION

REFER: B2/SP504

CHEMICAL

CONTROLLERCHLORINE PUMP RUN IN

CONDUIT TO DUPLEX

OUTLET AT CHEMICAL FEED

PUMP OR SOLENOID VALVE

REMOVABLE pH AND ORP

PROBES - PLUG PORT TO

CALIBRATE PROBE

WET CELL

FIELD WIRED TO

CONTROLLER

PRESSURE GAUGE

3/4" BALL VALVE

(TYPICAL 3 PLACES)

WATER TEST PORT, PROVIDE

FLEXIBLE TUBING CLAMPED TO

WALL TO 24" ABOVE SINK IF

AVAILABLE IN MECHANICAL ROOM

TO ACID PUMP RUN IN

CONDUIT TO DUPLEX

OUTLET AT CHEMICAL FEED

PUMP OR SOLENOID VALVE

CONNECT TO

SUCTION SIDE OF

RECIRCULATION

PUMP

N N

3/4" Y STRAINER

3/4" SUPPLY LINE

FROM FILTER

THROTTLING

VALVES

INTERLOCK WITH

AUXILIARY

CONTACTS OF MIN POOL

RECIRCULATION PUMP(S)

115V DEDICATED

CIRCUIT - WITH GFI

REFER TO ELECTRICAL

DRAWINGS

NETWORK LINE

TO POOL HEATING

SYSTEM

TO UV SYSTEM

DETAIL A-A

1 1/2" = 1'-0"

ANCHOR (NON-FERROUS)

S/S BOLT

STEEL OR CAST IRON BASE

GROUT SOLID

MOTOR

NOTE:

ALL PIPE AND FITTINGS ARE

NON-METALLIC WITH SS

FASTENERS

1/2" FEMALE ADAPTOR

PUMP SHELF

COMBINATION

SWITCH/RECEPTACLE

115V CIRCUIT FROM CHEMICAL

CONTROLLER REFER TO

ELECTRICAL DRAWINGS

4'-0" MIN. AFF

CHEMICAL FEEDER

1/2"X1/4" THREADED REDUCER

1/4" INJECTOR FITTING

3/8" COMPRESSION NUT

3/8" CHEMICAL TUBING,

LEAVE SLACK TO ALLOW FOR

SERVICE TO THE FEED UNIT

BALL VALVE

1/2" SCH. 80 PVC

TO RECIRCULATION RETURN PIPING

REFER TO SYSTEMS SCHEMATIC

1" PVC CONDUIT FROM

CHLORINE TANK FOOT

VALVE & STRAINER

350 GALLON

DOUBLE WALL

CHLORINE TANK

RATING EXPLANATION GUIDE

HEALTH HAZARD FLAMMABILITY HAZARD INSTABILITY HAZARD

4 CAN BE LETHAL BELOW 73 DEGREES F MAY EXPLODE AT

NORMAL

TEMPERATURES AND

PRESSURES

CAN CAUSE SERIOUS

OR PERMANENT

INJURY

ABOVE 73 DEGREES,

BELOW 100 DEGREES F

MAY EXPLODE AT

HIGH TEMPERATURE

OR SHOCK

CAN CAUSE

TEMPORARY

INCAPACITATION OR

RESIDUAL INJURY

ABOVE 100 DEGREES F,

BELOW 200 DEGREES F

VIOLENT CHEMICAL

CHANGE AT HIGH

TEMPERATURES OR

PRESSURES

CAN CAUSE

SIGNIFICANT

IRRITATION

ABOVE 200 DEGREES F NORMALLY STABLE.

HIGH

TEMPERATURES

MAKE UNSTABLE

0 NO HAZARD WILL NOT BURN STABLE

MURATIC

ACID

SODIUM

HYPOCHLORITE

HEALTH

HAZARD

FLAMMABILITY

HAZARD

INSTABILITY

HAZARD

TO PUMP

3/4"

MALE

THREADS

3/8" O.D. POLY TUBING

3/8" TUBING

x 3/8" MNPT

COMPRESSION

FITTING

VAPOR

SHIELD

BODY

WEIGHTED

STRAINER

NOTE:

WITH ALL TANK CONFIGURATIONS,

INCLUDING BULK TANKS, VAPOR SHIELD

MUST BE CONFIGURED TO ENSURE

CONTAINMENT OF ALL VAPORS.

4' -0

" M

IN

IM

U

M

AB

O

VE

F

LO

O R

NOTE:

ALL PIPE AND FITTINGS

ARE NON-METALLIC

WITH S/S FASTENERS

TO RECIRCULATION

RETURN PIPING REFER

TO SYSTEMS SCHEMATIC

3/8" CHEMICAL TUBING

LEAVE SLACK TO ALLOW FOR

SERVICE TO THE FEED UNIT

COMBINATION

SWITCH/RECEPTACLE

115V CIRCUIT FROM

CHEMICAL CONTROLLER

REFER TO ELECTRICAL

DRAWINGS

BALL VALVE

MODULAR SPILL PLATFORM

ACID DRUM(S) OR CARBOY(S)

FROM ACID DRUM OR CARBOY FOOT

VALVE AND STRAINER REQUIRED

ACID DRUM VENT/CHECK VALVE

REFER: A2/SP503

PUMP SHELF

CHEMICAL FEEDER

3/8" COMPRESSION NUT

1/4" INJECTOR FITTING

1/2"X1/4" THREADED REDUCER

1/2" FEMALE ADAPTOR

1/2" SCH 80 PVC

TYPICAL PUMP DETAILC1

CHEMICAL CONTROLLERA1

ACID FEED SYSTEMB2

CHLORINATION SYSTEMC2

ACID VENTA2

CHEMICAL HAZARD SIGNAGEB4

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

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P

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04/09/21

ON FILE

SP503

13136030

876212

1/2" SCH 80 PVC

CHECK VALVE

SEE PIPING

PLAN FOR SIZE

LOCATE CHEMICAL INJECTION

POINT AT 7'-0" AFF MAX REFER

TO SYSTEMS SCHEMATIC FOR

LOCATION

NOTE:

1. ALL MAIN DRAINS MUST BE CONSTRUCTED TO

COMPLY WITH THE VIRGINIA GRAEME BAKER ACT

AND ASME A112.19.8.2007/2008A.

PREFABRICATED PVC INJECTION

MOLDED SUMP TO BE ASME

A112.19.9.2007/2008A CERTIFIED,

WITH INTEGRAL PLUMBING FITTINGS

AND INTEGRATED WATER STOP

PVC GRATE TO BE ASME

A112.19.8.2007/2008A

CERTIFIED WITH TAMPER

PROOF FASTENERS

TUNNEL

CEILING

FINISH FLOOR

SEE PIPING PLAN

FOR DRAIN COVER

SIZE

POOL PIPE

REFER TO PIPING PLAN

AND SCHEDULE

PVC WATER

SEAL FLANGE

POWER SUPPLY REFER

TO ELECTRICAL

UV SYSTEM CONTROL PANEL

MOUNT TO WALL OR FLOOR

NEAR TREATMENT CHAMBER

FROM RECIRCULATION

RETURN PIPING REFER

TO SYSTEMS SCHEMATIC

TO RECIRCULATION

RETURN PIPING REFER TO

SYSTEMS SCHEMATIC

TREATMENT

CHAMBER

S/S BRACKETS MOUNT

TO FLOOR OR WALL

UV BYPASS VALVE

NOTE:

1. ALL PIPING IN UV BYPASS LOOP

MUST BE SCHEDULE 80 PIPING.

2. INFLUENT & EFFLUENT FLOW

VARIABLE ON CHAMBER

ORIENTATION.

3. REFER TO POOL PIPING &

MECHANICAL ROOM DRAWINGS FOR

POOL RECIRCULATION PIPE SIZES.

4. INSTALL CHAMBER AND CABINET IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATION(S).

5. REFER TO MANUFACTURER FOR

POWER CONNECTIONS FROM

CHAMBER TO CONTROL CABINET.

6. PROVIDE CLEARANCE PER

MANUFACTURER RECOMMENDATION

TO REMOVE UV LAMPS.

HIGH VOLTAGE

WIRES

LOW

VOLTAGE

WIRES

JUNCTION BOXES

1/4" PVC WATER SEAL

THERMOWELDED BOTH

SIDES

1/2 PIPE DIAMETER - BUT

NO LESS THAN 1" AND NO

MORE THAN 2" WIDE

1' -0

6"

4' -0

ELEVATION

PLAN

FINISHED FLOOR

TO SEWER

REFER: PLUMBING

PLUMBING SUPPLIER TO

PROVIDE VENT AND TRAP AS

REQUIRED AND CONNECT TO

SEWER

REDUCER

BACKWASH FUNNEL

SPLASH COLLAR

6" AIR GAP

BACKWASH FROM FILTER

WEDGE/EXPANSION

ANCHOR (TYPICAL)

1 1/2" UNISTRUT

BACKWASH FROM FILTER

SPLASH COLLAR

PIPE CLAMP

NOTE:

SET INLET FLUSH WITH

FINISH POOL FLOOR

CONCRETE ENCASEMENT

AROUND PIPE

2" TYPICAL RETURN HEADER

REFER: PIPING PLAN FOR

SIZE AND LOCATION

1/4" PVC WATER SEAL

THERMOWELD BOTH SIDES

REFER: C2/SP504

NON-SHRINK GROUT

FINISH FLOOR

SLOPE VARIES

2" ABS INLET BODY AND

ADJUSTABLE COVER

NOTE:

PLUMBING SUPPLIER MUST PROVIDE

MAKE-UP WATER PIPING, INCLUDING

SOLENOID VALVE INSTALLATION, AND

BACKFLOW PREVENTER. POOL SUPPLIER

TO FURNISH SOLENOID VALVES AND

PIPING TO PUMP SUCTION.

ELEVATION

1"

LOW WATER LEVEL

CIRCUIT FROM WATER

LEVEL CONTROL PANEL

SLOW CLOSING SOLENOID

VALVE - TYPICAL

TO PUMP SUCTION

MANUAL FILL VALVE-LOCATE

MAXIMUM 6'-8" AFF OR

WHERE EASILY ACCESSIBLE

HIGH WATER LEVEL

CIRCUIT FROM WATER

LEVEL CONTROL PANEL

DIRECTION

OF FLOW

NOTE:

FOR INSTALLATION REFER TO

MANUFACTURER'S SPECIFIC

DIMENSIONAL REQUIREMENTS.

4-20 mA SIGNAL TO CHEMICAL

CONTROLLER

CHEMICAL TAP AND VALVEC1

MAIN DRAINA2

UV TREATMENT SYSTEMB1

FLOW METER SENSORA1

WATER SEALC2 FLOOR INLETC4

POOL FILL DIRECT CONNECTIONB2

BACKWASH HUBA4

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

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04/09/21

ON FILE

SP504

13136031

876213

WATER LEVEL

LC

NOTE:

1. CONFIRM FLOW RATE

ACROSS GRATE EQUALS

DESIGN FLOW RATE.

2. COORDINATE PIPE SIZE

WITH PIPING DIAGRAM.

A

8"

A21" THICK PVC GRATING

8" B

X

B 1' -6

GRATING OVER GUTTER DRAIN

BASIN TO BE ACCESSIBLE FOR

MAINTENANCE CLEANING

PLAN

SECTION

PVC GRATING SECURED WITH

S/S TAMPER PROOF SCREWS

TO SURGE TANK

STUB OUT PIPE AND CAP

FOR PRESSURE TEST,

THEN CUT PIPE FLUSH

WATERSTOP

A B

PIPE

SIZE

4" 6" 8" 10" 12"

1'-0" 1'-0" 1'-6" 2'-6" 3'-6"

2 1/2" 3 1/2" 4 1/2" 5 1/2" 6 1/2"

NOTE:

1. BRACKET MUST HAVE AN

ELECTRO-PLATED FINISH.

2. FOLLOW MANUFACTURERS

RECOMMENDATIONS FOR MAX

LOADING AND ATTACHMENT

REQUIREMENTS.

CONCRETE WALL

CHANNEL

FASTENERS (2 TYPICAL)

STRUT MOUNTED PIPE

GUIDE(S)

NOTE:

FRAME AREAS THAT COME IN

CONTACT WITH CONCRETE MUST

BE COATED WITH BITUMINOUS PAINT

3"

1"

1/

2"

3'-2"

4"

* REFER TO STRUCTURAL DRAWINGS

LIFTING MECHANISM WITH

REINFORCED COMPOSITE

TUBES & ELECTROCOATED

COMPRESSION SPRINGS

1/4" SUPPORT PLATE

WELDED TO FRAME

REINFORCING WIRE MESH

TO RECEIVE MATCHING

DECK FINISH

REMOVABLE SQUARE

KEY WRENCH

REMOVABLE COVER PLUG

SLAM LOCK

RED VINYL GRIP

HEAVY DUTY

AUTOMATIC

HOLD OPEN ARM

1/4" ALUMINUM CHANNEL

WITH EXTRUDED 1"

ANCHOR FLANGE

1/8" DIA. NEOPRENE

CONTINUOUS BUMPER

NOTE:

1. ALL BONDING PER NEC 680. SEE

DRAWINGS AND SPECIFICATIONS.

COORDINATE WITH ELECTRICAL.

2. ANY METAL PARTS OF ELECTRICAL

EQUIPMENT IN CONTACT WITH POOL

RECIRCULATION.

3. DETAIL FOR REFERENCE ONLY.

METALLIC FENCES AND

ENCLOSURES WITHIN 5'-0"

OF POOL MUST BE BONDED

AT LEAST 5'-0" OF DECK

IS TO BE INCLUDED IN

BONDING GRID

ALL METAL FITTINGS

& EQUIPMENT 5'-0"

FROM POOL EDGE

ARE TO BE BONDED

LADDER,

ETC.

#8 SOLID COPPER

BONDING CONDUCTOR &

CONNECTION (TYP.)

RECIRCULATION

PUMP(S)

ANY OTHER METAL PARTS OF

ELECTRICAL EQUIPMENT IN

CONTACT WITH POOL

RECIRCULATION

TYPICAL POOL HEATER

REINFORCING BARS

USED AS EQUIPOTENTIAL

BONDING GRID. TIE &

BOND AS REQUIRED.

UNDERWATER

LIGHT

#8 SOLID COPPER

BONDING

CONDUCTOR ROUTED

THROUGH PVC

REFER: C4/SP506

6" M

IN

NOTE:

1. SUPPORT PIPE AS DIRECTED IN

PROJECT MANUAL.

2. PROVIDE CAULK OR FIRE

STOPPING MATERIAL TO EQUAL

FIRE RATING OF STRUCTURE.

CAULK (FIRESTOP AS REQUIRED)

HUB CONNECTION

PIPE SLEEVE

PIPE

MINERAL FIBER

PACKING

FINISHED FLOOR

RISER CLAMP

FINISHED

FLOOR

CONCRETE WEDGE ANCHOR

4 TYPICAL

ELECTRO-PLATED

BASE STAND

ADJUSTABLE YOKE

PIPE SADDLE SUPPORT

WITH U-BOLT.

SURGE TANK

NORMAL

WORKING

WATER

LEVELNORMAL

LEVEL

HIGH

LEVEL

1" PVC CONDUIT TO

POOL MECHANICAL

ROOM. CONDUIT TO

ROUTE A MINIMUM

OF 8" ABOVE

TYPICAL POOL

WATER ELEVATION

PRIOR TO CONTROL

UNIT.

FACTORY SUPPLIED

CLIPS

WATER LEVEL

PROBE TO BE

LOCATED UNDER

SURGE TANK HATCH

TO SOLENOID VALVES

AT FILL FUNNEL

CONTROL UNIT

115 V AC OUTLET

SENSOR EXTENSION CABLE SEAL-TITE

FLEX CONDUIT LENGTH AS REQUIRED TO

ELECTRICAL HOUSING AND ELECTRODES.

COORDINATE WITH ELECTRICAL

NOTE:

ROUTE CONDUIT ABOVE

POOL WATER LEVEL AT

TUNNEL ENTRANCE

LOCATION FROM THE

BASKETBALL GYMNASIUM.

GUTTER DROPOUT BOXC1

SURGE TANK ACCESS HATCHB1

WATER LEVEL CONTROLLERA1 ADJUSTABLE STRUT BRACKETA2

FLOOR MOUNTED PIPE SUPPORTB2 TYPICAL POOL BONDING DETAILB4

RISER CLAMPC2

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

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E P

A

IR

M

A C

D O

N O

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04/09/21

ON FILE

SP505

0 1' 2' 3'

SCALE: 3/4"=1'-0"

13136032

876214

NOTE:

1. REFER TO THE PROJECT SPECIFICATIONS FOR FINISH

REQUIREMENT.

2. CONTRACTOR MUST FOLLOW ALL RECOMMENDATIONS

FROM MANUFACTURER.

STRUT MOUNTED

PIPE GUIDES

DOUBLE NUT

GALVANIZED STEEL

ALL-THREAD ROD ANCHORED

TO STRUCTURE ABOVE.

ALL-THREAD ROD MAY BE USED

FOR RODS 24" AND SHORTER

GALVANIZED STEEL RODS THREADED

AT EACH END AND ANCHORED TO

STRUCTURE ABOVE. ALL-THREAD ROD

MAY BE USED FOR RODS 24" AND

SHORTER

CLEVIS PIPE HANGER

PIPE (2.5" THRU 12")

GALVANIZED STEEL ALL-THREAD

ROD ANCHORED TO STRUCTURE

ABOVE. ALL-THREAD ROD MAY BE

USED FOR RODS 24" AND SHORTER

PLATED STEEL PIPE RING HANGER

PIPE (2" DIA. AND LESS)

RECIRCULATING PUMP

WITH SS ANCHOR BOLTS

PRESSURE GAUGE WITH

SNUBBER

SERVICE VALVE (ALL PUMPS)

CONCRETE HOUSEKEEPING PAD

MUST BE CLEAN, SQUARE FORMED

PAD AND EXTEND 2" BEYOND

EQUIPMENT IN ALL DIRECTIONS.

ECCENTRIC REDUCER

SERVICE VALVE

INTEGRAL HAIR LINT STRAINER

CONCENTRIC INCREASER

TO BACKWASH HUB

A A

DETAIL A-A

1 1/2" = 1'-0"

MOTOR

STEEL OR CAST IRON

BASE-GROUT SOLID

S/S BOLT

ANCHOR

(NON-FERROUS)

NOTE:

1. THIS IS A MINIMUM ENCASEMENT FOR UNDER

POOL PIPING

2. REFER TO STRUCTURAL FOR MORE DETAIL.

3. ENCASEMENT MAY BE DONE PRIOR TO THE

POUR OF THE POOL FLOOR AND

STRUCTURALLY TIED TO THE POOL FLOOR.

45°

2" M

IN

TY

P.

2" MIN. (TYP)

SEE NOTE #3

SEE PIPING PLAN FOR SIZE

POOL FLOOR

MECHANICAL ROOM

F.F.

1 1/2" PVC

SOLID #8 BONDING

CONDUCTOR WIRE

BONDING CONNECTION

ABOVE WATER LEVEL

BY ELECTRICAL

PERMA-CAST PB-SK-20 ASSEMBLY

EXTEND PVC PIPE 6"

ABOVE WATER LEVEL IN

MECHANICAL ROOM

TRAPEZE HANGERC1

CLEVIS PIPE HANGERB1

SWIVEL RING PIPE HANGERA1

TYPICAL PUMP DETAILC2

CONCRETE ENCASED PIPEA2 SP506

C O

U N

SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D , W

A S

H

IN

G

TO

N D

.C

FY

P

R O

JE

C

T

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E P

A

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A C

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04/09/21

ON FILE

MAIN DRAIN BONDING DETAILC4

0 1' 2' 3'

SCALE: 3/4"=1'-0"

0 1' 2' 4'

SCALE: 1/2"=1'-0"

13136033 876215

#4 x 2'-0"

#4 x 1'-6"

(T Y

P

11 2" C

LR(TYP)

CLR

1 1

2 "

TYP REINFORCING AT EMBEDDED ITEMSC2

SEE PLAN FOR

ACTUAL REINF

NOTE:

MAXIMUM OPENING SIZE 1'-3" DIA OR 1'-3" SQUARE

1'-6"

#4 x @ 6" OC

#4 @ 6" OC TYP

8" TYP

TO DRAIN

SLOPE SLAB

8"

DRAIN - SEE POOL SHEETS

1'-6"

SEE PLAN FOR SLAB

REINFORCEMENT

COORDINATE EDGES WITH

GRATE SUPPLIER

CERTIFIED COVER/GRATE WITH FRAME

AND FASTENERS - SEE POOL SHEETS

NOTE:

SEE POOL SHEETS FOR DRAIN DIMENSIONS AND PIPE CONFIGURATIONS

TYPICAL DRAIN BOX DETAILA2

CONSTRUCTION

JOINT (OPTIONAL)

WITH 4" PVC

WATERSTOP AND

BONDING AGENT

2" CLR TYP

(TYP)

49 BAR DIA

C

LR

(T Y

P

2"

MATCH

POOL WALL

BAR SIZE

AND

SPACING

2" RADIUS COVE

(TYP)

TYPICAL POOL WALL CORNER DETAILC1

8"

2" C

LR

49 BAR DIA LAP

POOL SIDE WATERPROOF

SEALANT

12" WALL 2"

C

LR

ALL REINF CONT

THRU JOINT

6" RIBBED PVC

WATERSTOP

8"

2" C

LR

49 BAR DIA LAP

POOL SIDE WATERPROOF

SEALANT

8" WALL

2" C

LR

3'-0"3'-0"

6" RIBBED PVC

WATERSTOP

MATCH WALL

REINFORCING

SIZE AND

SPACING

8" 4"

TYPICAL POOL WALL CONSTRUCTION JOINTB1

ALL REINF CONT

THRU JOINT

TYPICAL POOL SLAB CONSTRUCTION JOINTA1

8"

2" C

LR

49 BAR DIA LAP

POOL SIDE WATERPROOF

SEALANT

12" WALL 2"

C

LR

ALL REINF CONT

THRU JOINT

6" RIBBED PVC

WATERSTOP

8"

2" C

LR

49 BAR DIA LAP

POOL SIDE WATERPROOF

SEALANT

8" WALL

2" C

LR

3'-0"3'-0"

6" RIBBED PVC

WATERSTOP

MATCH WALL

REINFORCING

SIZE AND

SPACING

8" 4"

ALL REINF CONT

THRU JOINT

4" RECESS

FOR GROUTCONC

SLAB

4" CONT PVC

WATERSTOP

CONC WALL

2" C

LR

2" CLR

INTENTIONALLY

ROUGHEN

SURFACE TO A

FULL

AMPLITUDE OF

APPROXIMATELY

4" PER ACI 318

SECTION 11.6.9

RADIUS VARIES

(2" MIN TO 6" MAX)

TYP CAST-IN-PLACE CONC WALL BASEB2

2" M

IN

3" C

LR

30°

1'-4"

LEAVE SURFACE ROUGH

FIELD BEND & LAP

SEE PLAN FOR

SLAB INFO

PIPE - SEE POOL SHEETS

#4 x @ 2'-0" OC

RIGID CELLULAR

POLYSTYRENE FILL

TYP PIPE ENCASEMENT DETAILA4

SECTIONB4

#4 NOSING

BAR (TYP)

THICKEN GUTTER BEHIND STEPS

1'-4"

4"

ELEVATIONSECTION

#3 BAR AT

CENTER

OF STEPS

TYP

#4 EACH SIDE

OF STEPS

TYP

WATER LEVEL

+(0'-0")

8"

THICKEN WALL 1'-6"

BOTH SIDES OF STEPS

NOTE:

SEE DETAIL C1 ON SHEET SP304 FOR WALL REINFORCING

N A

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C

1717 EAST 116th STREET | SUITE 200 | CARMEL, INDIANA 46032

(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 16016 ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

FINAL 04/09/2021

ON FILE

SP507

13136034 876216

TO POOL INLETS

SODIUM HYPOCHLORITE TANK(S)

(LIQUID CHLORINE)

ACID DRUM(S) OR

CARBOY(S)

SAMPLE TAP

WET CELL

WET CELL

ASSEMBLY

FILTER

TO BACKWASH BASIN

THRU 6" AIR GAP

SURGE

TANK

WATER LEVEL

CONTROLLER

SYSTEM

SHUTOFF

VALVE

BACKWASH

THROTTLING

VALVE

REQUIRED SEWER CAPACITY

SEE DESIGN DATA TABLE.

INTERFACE TO SANITARY

SEWER BY PLUMBING

FILTER SYSTEM

POOL

POOL

COMBINATION

SWITCH/RECEPTACLE

COMBINATION

SWITCH/RECEPTACLE

DOMESTIC WATER

SERVICE,

BACKFLOW

PREVENTER AND

PIPING TO POOL

EQUIPMENT ROOM

BY PLUMBING

SUPPLIER

CHEMICAL

CONTROLLER

NETWORK LINE

BY ELECTRICAL

SUPPLIER

WIRING

BOX

UV

VALVE

UV

BYPASS

VALVE

ULTRAVIOLET

TREATMENT

CHAMBER

UV SYSTEM

INTERLOCK

WITH MAIN

RECIRCULATION

PUMP

UV CONTROL PANEL

HEAT EXCHANGER

FROM TO

CPVC

PRE-COAT

FILTER

CONTROL

PANEL

MANUAL

AIR

BLEED

VALVE

MAIN RECIRCULATION

PUMP (PP1)

NOTE:

POOL SUPPLIER STOPPING

POINT TO OCCUR IMMEDIATELY

AT FLANGE CONNECTION AFTER

VALVES. CONTINUATION TO

HEAT SOURCE BY MECHANICAL

SUPPLIER. INTERLOCK HEATING

LOOP BOOSTER PUMP WITH

FLOW SWITCH ON

RECIRCULATION PIPING.

MANUAL FILL-LOCATE MAX

6'-8" AFF OR WHERE FULLY

ACCESSIBLE

PP2

TO BACKWASH BASIN

THRU 6" AIR GAP

DRAIN

DOWN LINE

SCHEMATIC

LEGEND:

LEGEND ITEM

FLOW DIRECTION

BUTTERFLY VALVE

BALL VALVE

GATE VALVE

MODULATING FLOAT

VALVE

PRESSURE REDUCING

VALVE

SOLENOID VALVE

SWING GATE CHECK

VALVE

THREE WAY VALVE

DUCK BILLED VALVE

PUMP

HAIR AND LINT

STRAINER

"Y" STRAINER

FLOW METER

FLOW INTERLOCK

FLOW SENSOR

IMPACT FLOW METER

VENTURI FLOW METER

WATER METER

AUTOMATIC AIR VENT

MANUAL AIR VENT

PRESSURE GAUGE

AND COCK

COMPOUND GAUGE

AND COCK

DIGITAL TEMP

SENSOR

THERMOMETER

GEAR

PNEUMATIC

ACTUATOR

SOLENOID

POWER CORD

FLOW CONTROL

VALVE

VARIABLE

FREQUENCY DRIVE

LOW VOLTAGE

CONTROL

WATER LINE

1 PHASE POWER

3 PHASE POWER

VENT LINE

CO₂ LINE

NETWORK LINE

POOL SYSTEMS SCHEMATICA1

1. THE WATER CHEMISTRY CONTROLLER MUST BE

INTERLOCKED WITH THE RECIRCULATION PUMP TO

DISABLE ITS OPERATION WHEN THE

RECIRCULATION PUMP IS SHUT-OFF. THE WATER

CHEMISTRY CONTROLLER MUST ALSO BE

DISABLED DURING THE BACK-WASH CYCLES.

GENERAL NOTES:

C O

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SI

LM

N

SA

K

ER

C ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

AS NOTED

RICHARD STEPHENS

JJN

JJN CMB JJN

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A

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FINAL 04/09/2021

04/09/21

ON FILE

SP600

13136035

876217

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