FOUNDATION - JEA

R

5

5

'

-

0

"

FOUNDATION

3/32"=1'-0"

PLAN

R

5

0

'-0

"

T/SLAB

EL. 13.82'

24" DI INLET

PIPE PROFILE

R

6

0

'-

0

"

T/SLAB

EL. 13.82'

C

L

C

L

C

L

C

L

WALL MANWAY

(2) LOCATIONS

A

S04

F

S05

D

S03

B

S03

C

S03

C

L

C

L

C

L

EXTERIOR

CAGED LADDER

C

S04

INTERIOR

ACCESS LADDER

D

S04

PRECAST

OVERFLOW

(TYP OF 4

EQUALLY

SPACED)

8" DOME PROBE CURB

W/ FLANGE

TOP OF STRUCTURE

3/32"=1'-0"

PLAN

VENTILATOR

E

S05

B

S05

C

L

C

L

C

L

C

L

ROOF CURB W/ FIBERGLASS

COVER FOR FUTURE FAN

INSTALLATION, TYP 3

LOCATIONS

NOTES:

1. TANK DOME TO BE DESIGNED TO ACCOMMODATE FUTURE

INSTALLATION OF TRAY AERATOR.

2. WALL PIPE CENTERLINE SHALL BE WITHIN THE SAME

ELEVATION AS THE SIDEWALL MANWAYS; COORDINATE W/

TANK MANUFACTURER. INSTALL FLANGED PRESSURE

TRANSDUCER.

3. INSTALL FOUR 18"x18" ACCESS HATCHES. CONTRACTOR

SHALL COORDINATE WITH TANK MANUFACTURER AND

THM REMOVAL TECHNOLOGY MANUFACTURER FOR

HATCH PLACEMENT.

ROOF ACCESS HATCH

W/ FIBERGLASS COVER

D

S05

ALUM GUARDRAIL

AROUND ACCESS HATCH

E

S04

EXTERIOR ALUMINUM

CAGED ACCESS LADDER

C

S04

A

S03

40

'-0

"

TY

P

1

2

0

°

T

Y

P

R

2

5

'

-

0

"


COVER FOR FUTURE INTAKE

HOOD INSTALLATION, TYP 3

LOCATIONS

C

L

R

4

0

'-

0

"

12" DRAIN PIPE

PROFILE

3

3

°

±

6

'

-

6

"

2

0

°

SLOPE SLAB PER TANK

MANUF FOOTING

REQUIREMENTS

T/SLAB

EL. 14.44'

4" DIA WALL PIPE

PENETRATION; CENTERLINE

OF PIPE TO BE SAME AS

MANWAY; SEE NOTE 2

1

4

0

°

1

4

4

°

2

0

'

-

0

"

T

Y

P

C

L

WALL MANWAY

(2) LOCATIONS

C

S05

ALUM GUARDRAIL

AROUND PERIMETER,

TYP

30" DIA

OUTLET PIPE

PROFILE

16" OVERFLOW

PIPE PROFILE

THICKENED SLAB

UNDER FUTURE

CURTAIN WALL,

TYP.

CONCRETE

ENCASEMENT,

TYP

3

6

°

4

0

°

C

L

3

0

°

4

5

°


COVER FOR 18"x18" AERATOR

ACCESS HATCH; TYP 4

LOCATIONS (SEE NOTE 3)

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

JS

JS

DM

S02

STRUCTURAL

STORAGE TANK PLANS

10557F10-C02.dgn

Jo

hn

.B

uitra

go

10557F10

DATEREV BY

DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017

JEA - BARTRAM RE-PUMP FACILITY

POTABLE WATER STORAGE EXPANSION

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

A

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

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B

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D

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F

G G

®

200 East Robinson Street

Suite 1400, Orlando, FL 32801

Phone (407) 377-4337 Fax (407) 478-4643

CA 00008571

ISSUED FOR BID

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST

BE VERIFIED ON ANY ELECTRONIC

COPIES.

No. 71407

STATE OF

1

1

1

1

1 1/19/18 JS ADDENDUM No. 3

SECTION1

S02

1/8"=1'-0"

T/SLAB EL. 13.82'

D

S04

T/SLAB EL. 13.82'

INTERIOR ACCESS

LADDER

B

S05

C

S04

EXTERIOR ACCESS

LADDER

D

S05

ACCESS HATCH

VENTILATOR

NOTE:

1. SECTION IS SCHEMATIC AND INTENDED TO SHOW ITEMS

WHICH ARE NOT NECESSARILY OCCURRING IN THE SAME

LOCATION.

2. CURTAIN WALLS NOT SHOWN FOR CLARITY.

A

S04

CONCRETE

ENCASED

PIPE

TOP OF DOME EL. ±56.44' (TO

BE VERIFIED BY TANK MANUF)

T/WALL EL. 44.44'

E

S04

ALUM GUARDRAIL

AT ACCESS HATCH

T/SLAB EL. 14.44'

SS DOME HANGER BARS AT

5'-0" OC MAX FOR FUTURE

CURTAIN WALL, TYP

F

S04

THICKENED SLAB

AT CURTAIN WALL,

TYP

F

S04

DETAIL

B

S02

1/2"=1'-0"

30" DIA OUTLET PIPE

SS ANTI-VORTEX

BAFFLE PER MANUF

WATERSTOP RING

CONCRETE

ENCASEMENT

6"

MIN

4"

±11"

PE

R

MA

NU

F

A

S04

C

L

SEE "M" DRAWINGS

FOR ALL PIPE

ELEVATIONS

4"

8" M

IN

.

±1'-0"

PER

MANUF

A

S05

DETAIL

C

S02

1/2"=1'-0"

24" DIA INLET PIPE

±11"

PE

R

MA

NU

F

4"

CONCRETE

ENCASEMENT

A

S04

WATERSTOP RING

C

L

SEE "M" DRAWINGS

FOR ALL PIPE

ELEVATIONS

C

L

TANK

6"

MIN

8" M

IN

.

±1'-0"

PER

MANUF

DETAIL

D

S02

1/2"=1'-0"

16" OVERFLOW PIPE

±1

1"

PE

R

MA

NU

F

±1'-0"

PER

MANUF

8"

MIN

PIPE SUPPORT

P671

TYP

5'-0"

CONCRETE

ENCASEMENT

A

S04

WATERSTOP RING

C

L

SEE "M" DRAWINGS

FOR ALL PIPE

ELEVATIONS

SEE "M" DRAWINGS

FOR ALL PIPE

ELEVATIONS

6"

4"

6"

4"

MIN

±

3

"

PIPE SUPPORT

P672

TYP

DETAIL

A

-

NTS

12" DRAIN PIPE

2'-6"

6"

4" T

YP

4"

10'-0" RADIUS30'-0" RADIUS50'-0" RADIUS

CONCRETE

ENCASEMENT

A

S04

WATERSTOP RING, TYP.

4'-0" DIAX6"

DEEP DISH SUMP

4'-0" DIAX6"

DEEP DISH SUMP

4'-0" DIAX6"

DEEP DISH SUMP

DATEREV BY

DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017



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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

®



Phone (407) 377-4337 Fax (407) 478-4643

CA 00008571

ISSUED FOR BID





COPIES.

No. 71407

STATE OF

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

JS

JS

DM

S03

STRUCTURAL

STORAGE TANK SECTION/ELEVATION

AND DETAILS

S03.dwg

cro

llin

s

DATEREV BY

DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017



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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

®



Phone (407) 377-4337 Fax (407) 478-4643

CA 00008571

ISSUED FOR BID





COPIES.

No. 71407

STATE OF

DATEREV BY

DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017



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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G

®



Phone (407) 377-4337 Fax (407) 478-4643

CA 00008571

ISSUED FOR BID





COPIES.

No. 71407

STATE OF

1

1 1/19/18 JS ADDENDUM No. 3

CONTINUATION

SEE SHEET C02 FOR

16" OF.

CONTINUATION

SEE SHEET C02 FOR

12" DR.

30" GV

BEND

30" - 90°

24" GV

DIP

24" INLET

WALL MANWAY

(TYP OF 2)

12" TEE

12" GV

DIP

30" OUTLET

EL. 14.44

T/SLAB

16" OF PIPE

16" - 90° BEND

TANK WALL

RING

WATER STOP

5'-0"

BEND

12" - 90°

WALL MANWAY

ACCESS LADDER

INTERIOR

LADDER

EXTERIOR CAGE

10'-0"

10'-0"

PIPE (SEE NOTE 1)

4" FLANGED WALL

5'-0"

AND FLARE

16" FLANGE

VERTICAL PIPE SUPPORT

30" GV W/ PLUG

EL. 24.44

PIPE BRACKET

ENCASEMENT

CONCRETE

BEND

24" - 22.5°

TAP

SAMPLE

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017



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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G®

CA 00008571Phone (407) 377-4337 Fax (407) 478-4643

Suite 1400, Orlando, FL 32801200 East Robinson Street

100% DESIGN SUBMITTAL

COPIES.




PRINTED COPIES OF THIS DOCUMENT STATE OF

LICENSE

No 64472SU

D

HA

VAPARANJAPE

FLORIDA

PR

OF

ESSIONALENG

INE

ER

Plot

Date: 1

9-J

AN-2

018 12:0

8:4

9 P

MUser: svcP

W

Model: Layout1

ColorT

able: gshade.ctb

Desig

nScript:

Carollo_Std

_Pen_v0905.p

en PlotS

cale: 1:1

PROJECT NO.

LA

ST S

AV

ED B

Y:

FILE NAME:

TK

John.B

uitra

go

JB

SP

10557F10-M01.dgn

M01

POTABLE WATER TANK No. 2

MECHANICAL

FILE:

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

STORAGE TANK LOWER PLAN

A

M02

C

B

M02

C

M02

D

M02

10557F1000M101

SCALE:

FILE:

B1/2"=1'-0"

10557F1000M301

16" OF PIPE SECTION-

INV. EL. 9.44

HHL EL. 43.88

T/WALL EL. 44.44

TYP

P671

PLAN AND SECTION

F

S05

F

S05

GENERAL NOTES:

S04

D

S04

TYP

P672

A

S02

CONCRETE ENCASEMENT REQUIREMENTS.

REFER TO STRUCTURAL DETAIL A SHEET S02 FOR 3.

GEAR OPERATOR.

GATE VALVES SHALL BE PROVIDED WITH BEVEL 2.

PRESSURE TRANSDUCER TO BE INSTALLED.

COORDINATE WITH TANK MANUFACTURER. FLANGED

ELEVATION OF THE SIDEWALL MANWAYS.

WALL PIPE CENTERLINE SHALL BE WITHIN THE SAME 1.

JB1 1/19/18 ADDENDUM No. 3

TYP

W-25A

1

12" DR PIPE

CONCRETE ENCASEMENT

WATER STOP RING (TYP.)

TANK WALL

TANK WALL

TANK WALL

TANK WALL

EL. 14.44

T/SLAB

EL. 14.44

T/SLAB

WATER STOP RING

WATER STOP RING

CONCRETE ENCASEMENT

BAFFLE PER MANUF.

SST ANTI-VORTEX

CONCRETE ENCASEMENT

30" - 90° BEND

30" OUTLET PIPE

30" GV W/ PLUG

24" GV

BEND

24" - 90°

1'-0"

12" X 8" - 90° BEND12" X 8" TEE12" X 8" TEE

INV. EL. 7.92

DRAWINGS FOR TANK DETAILS

REFER TO STRUCTURAL

WATER STOP RING

CONCRETE ENCASEMENT

30" - 90° BEND

BAFFLE PER MANUF.

SST ANTI-VORTEX

20'-0" 20'-0"10'-0"

PIPE

24" INLET

10'-6"

10'-6"

DRAWINGS FOR TANK DETAILS

REFER TO STRUCTURAL


DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017



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

A

B

C

D

E

F

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

A

B

C

D

E

F

G G®

CA 00008571Phone (407) 377-4337 Fax (407) 478-4643


100% DESIGN SUBMITTAL

COPIES.




PRINTED COPIES OF THIS DOCUMENT STATE OF

LICENSE

No 64472SU

D

HA

VAPARANJAPE

FLORIDA

PR

OF

ESSIONALENG

INE

ER

Plot

Date: 1

9-J

AN-2

018 12:0

8:4

9 P

MUser: svcP

W

Model: Layout1

ColorT

able: gshade.ctb

Desig

nScript:

Carollo_Std

_Pen_v0905.p

en PlotS

cale: 1:1

PROJECT NO.

LA

ST S

AV

ED B

Y:

FILE NAME:

TK

John.B

uitra

go

JB

SP

10557F10-M02.dgn

M02

POTABLE WATER TANK No. 2

MECHANICAL

SECTIONS

SCALE:

FILE:

AM01 1/4"=1'-0"

10557F1000M301

SCALE:

FILE:

DM01 1/2"=1'-0"

10557F1000M301

SCALE:

FILE:

BM01 1/2"=1'-0"

10557F1000M301

30" OUTLET PIPE SECTION

SCALE:

FILE:

CM01 1/4"=1'-0"

10557F1000M301

INV. EL. 9.44

INV. EL. 8.78

30" PIPE SECTION

12" DRAIN PIPE SECTION

24" INLET PIPE SECTION

INV. EL. 7.30

SLOPE 2% TO OVERFLOW STRUCTURE

A

S02

A

S02

A

S02

A

S02

A

S05

JB1 1/19/18 ADDENDUM No. 3

1

(TYP)"

3.0"

(TY

P)"

3.0"


DATE

CHECKED

DRAWN

DESIGNED

10557F.10

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OF XXNOVEMBER 2017



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

A

B

C

D

E

F

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

A

B

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D

E

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G G®

CA 00008571Phone (407) 377-4337 Fax (407) 478-4643


ISSUED FOR BID

COPIES.





No 52648

5

4

3

2

1

GROUND WIRE

SDBC

PLACEMENT & CURING.

MAKE PROVISIONS TO PREVENT CONDUIT FLOTATION DURING CONCRETE 3.

AND SIZE OF CONDUITS.

BANK. REFER TO DUCT BANK SECTIONS, AND CONDUIT SCHEDULE FOR NUMBER

SPECIFICATION TO ACCOMMODATE ACTUAL NUMBER OF CONDUITS WITHIN DUCT

ADJUST SIZE OF DUCT BANK BASED UPON THESE GUIDELINES AND THE DUCT BANK 2.

DIMENSIONS SHOWN ARE MINIMUM.1.

NOTES:

DRAWINGS.

OTHERWISE INDICATED ON THE

GROUND WIRE MIN. UNLESS

#4/0 SDBC

CONCRETE (RED)

CLASS CE

FINISHED GRADE

12"

24"BELOW

GRADE (MIN)"

CONDUIT REQUIREMENTS.

REFER TO DUCT BANK SECTIONS AND CONDUIT SCHEDULES FOR

STIRRUPS.

PVC CONDUIT SPACERS ON 8'-0" CENTERS (MAXIMUM) LOCATE 12" FROM

REDUCE DEFLECTION.

BANK. PROVIDE PRECAST BAR SUPPORTS AT INTERVALS OF 24" TO

A STIRRUP AT EACH PVC CONDUIT SPACER ALONG LENGTH OF DUCT

MINIMUM OF TWO PRECAST CONCRETE BAR SUPPORTS PLACED UNDER

LENGTH OF DUCT BANK.

#4 REINFORCING STEEL STIRRUPS MAXIMUM 24" ON CENTER ALONG

PERIMETER OF DUCT BANK.

#4 REINFORCING STEEL 12" MAXIMUM ON CENTER AROUND ENTIRE

KEY NOTES:

S

EM001 REINFORCED CONCRETE DUCT BANK

5

1

4

2

3 3

2

3

4

5

3

TYP

3

1

Plot

Date: 1

5-N

OV-2

017 2:5

1:0

6 P

MUser: svcP

W

Model: Layout1

ColorT

able: gshade.ctb

Desig

nScript:

Carollo_Std

_Pen_v0905.p

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cale: 1:1

PROJECT NO.

LA

ST S

AV

ED B

Y:

FILE NAME:

JJH

E06

ELECTRICAL

crollins

CGR

TYPICAL DETAILS

10557F1000E006.dgn

BJR

1

ADDENDUM No. 31 1/19/18

FOUNDATION - JEA

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